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HomeMy WebLinkAboutSDP202100083 Plan - Revision 2022-06-06CHARLOTTESVILLE 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 ? J ) J �( Fic To � L/ tiTs ti W z ,r Uj z z Uj 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 U Sheet Number Sheet Title 0 CO.0 Title Sheet Uj Q z CO.1 General Notes 0— LLJ CO.2 General Notes O 2 Q C1.0 Existing Conditions and Demolition Plan = Z C2.0 Site Plan ~ z w C2.1 Grading and Drainage Plan 0 2 C2.2 Grading Insets and Drainage Calculations O Q Z C2.3 Site Details J Q O C2.4 Site Details J J U C3.0 Landscape Plan \ a_ w C3.1 Landscape Details /� LLJ w C4.0 Photometric Plan W ~ 2i LLJ C4.1 Photometric Calculations and Details m A2.1 Exterior Elevations O Q Q A2.2 Exterior Elevations NJ Z TOTAL SHEETS 15 L.L 2 SUBMITTAL LOG o / U SUBMISSION DESCRIPTION RECIPIENT SUB. DATE e 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 06/03/2022 h�ogitq� DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE i O Op o e o s o 0 0 U LTH OF tl DEPARTMENT OF ENGINEERING DATE R n A. n p_ .g 0610312022 'Z & O n • o ew DOO i coO u 00 n ova® .� o p 4 000 n O 0 iN0 LOCATION MAP ; SCALE: 1" = 500' DEPARTMENT OF ZONING DATE FIRE MARSHALL DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE VIRGINIA DEPARTMENT OF HEALTH DATE RYAN D. CHENEY 9 I C. N0. 0407060980 a ON AL ENG� APPROVED RDC SUBMISSION NO. 2 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� 0610312022 Z 1 RYAN D. CHENEY Y _1C. N0. 0402060980 ✓s,. TONAL APPROVED RDC SUBMISSInNi Nip 2 PROJECI 2110004 T H E W 0 R h u r 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 011HO 382 CONTOUR LINE 382 — CURB/CURB AND GUTTER SPILL CURB WITH TRANSITION AREA PAVEMENT MARKING LINE BUILDING LINE BUILDING OVERHEAD/PROJECTION WALL TREELINE — — PROPERTY LINE — — EASEMENT LINE — — — — — — — — — — — — — — — BUILDING SETBACK LINE --------------- — ROAD CENTERLINE — CHANNEL CENTERLINE — — — — — BERM CENTERLINE LOD LIMITS OF DISTURBANCE DRAINAGE DIVIDE UTILITY POLE ► �► ' 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: FIXTURE VALUE FIXTURE 60P511 NO. OF FIXTURES FIXTUREVALUE TOTALS BATHTUB 8 BEDPAN WASHERS 10 BIDET 2 DENTAL NIT 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 0 0 16 1 1 5 ' VALUES FROM A WWA M-22 WORKSHEET COMBINED FIXTURE VALUE TOTAL= 50.5 ESTIMATED DEMAND= 22 GPM FROM AWWA FIG. 4-2 OR 4-3 ASSUMED AVAILABLE PRESSURE AT METER = 90 PSI PRESSUREADIUSTMENTFACTO R= 1.25 FROM AWWA TABLE 4-1 CUSTOMER PEAK DEMAND x PRESSURE ADJUSTMENT FACTOR, GPM IRRIGATION TOTAL IRRIGATION AREA= 0 SF NUMBER OF IRRIGATION SECTIONS= 0 (100 FT2 SECTIONS) IRRIGATION SYSTEM TYP E IRRIGATION FACTOR 0 IRRIGATION DEMAND (NO. OFSECTIONSx IRRIGATION FACTOR) GPM =� HOSE BIBS QUANTITY DEMAND 1/2" BIB 0 5/8" BIB 0 3/4. BIB 0 TOTA L I RR I GATI O N DEMAND (IRRIGATION + HOSE BI BS) GPM =� FIXED DEMAND ADDITIONAL FIXED LOAD, GPM = 0 TOTAL WATER DEMAND ESTIMATE SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM =1 27.5 METER REQUIRED= 3/4" 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 *IN ACCORDANCE WITHAPPX. 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 N_ 0 LLJ J VJ L L] 0 J Q 0 w 0 Q U W z F— z GLLJ G Q � Z z 0 ILL] G > Q Z Z J 0 LLI LLJ CC F— Q LLI � m OJ Q z I► v) LLI z Q L LI z L LI 0 TH OF� 0610342022 Z 1 RYAN D. CHENEY Y I ic. No. )0402060980 rl-� !� `' A tsd TONAL EXA APPROVED RDC SUBMISSION NO. 2 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-8 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 \ TOP 4 08.87 C, TOP 4 08.04 J o T = 5 MIN sAF SAFETY m Q10 = 0.63 CFS SMH FENCE SMH SMH TQP 4 0.85 - TP TREE PROTECTION TOP ��b � / %�(�_) - � 60"RCP �� �S- / \ SUM'`/ � IP INLET PROTECTION Tb'P DI--2B L =4 ' ABANDONED/GRA TE �/�i hl rn i PTO13/ � TOP 4ai,437 398 88 TOP %NV IN 404.99 OUT 404.84 \ NV OUT 39� NV IN 39.3.. Zz 8"PVC 8"PVC 37t E LAN NV IN 2. lB p '-- NV OUT 392 08 407. 99/ / G A P CG 6 NIINOL/" TP �_ n�"'4' \ 0%52 T 405.88 T Dl-3B L=/0' REMOVE EX. LIGHT POLE o 5 D/-2 / V OUT 4023E / 2 40 �� TOP 400.61 IP 3.07 6 J MR T 40r 64 �\ 1 \ I 2 �'lOPGR40%50 �,o VARIABLE ROW INV IN 393.71 _� - 400, REMOVE EX. TULIP TREE - - - I I DI 7 I Tnq \ I Z ' y INV IN 397.80 REMOVE EX. BUSHES 93 _ SAF 124 LF F \ TOP 407.95 �� T� 406�5/ I \I lNV OUT 405.45 � L-2, � - m lNV OUT 397.75 /5" TP / � Tc , I S 2�9" W B0.9440/ \ - P ANTE REMOVE EX. TULIP TREE U `- � > X-5 Vl2 \ KING SETBACK -2A I� REMOVE EX. TULIP TREE T0OF 02. W 2a�2X 60"RCP - \ \ H CHAIN \ \ \ \ x 0 . // _ SF \ INK FENCE \ \ \ \ \ 32.77' � T P OF ROCIf j LOD .843 L\ \ N p3°3/'55" E x - \ \ \ L=43.29, R=25.00 �\ - _ - V O T l /� SWM D r/O/ON \ \ \ \ \ \ \ \ 0=99°l248" 3 Ex. CURB TO BE REMOVED Y 7 \ \ \ \ REMOVE EXISTING CURB AND GUTTER D REMOVE EX. LIGHT POLE IP 3.07-6 \ \ \ \ GW I - 2 I / I C C� /3' I�' 12 PS Q lO' X EX I5' DRAINAGE ESMT \ \ \ STRqeI EDICATED FOR UTURE 7 / 4 212 OB 98/ PG 683 (PLAT) PS 8OB 509 PG 3/7 (PLAT) �- \ \ FA SSA G WAY THROU LOTS o 0 S L C C� X l8 ' / L 4 515 PG 4091(PLAT) \ \ \ I I rr r -� r4r E/ / I EX. CURB TO BE REMOVEDD � PROTECT EX. LIGHT POLE PROTECT EX. LIGHT POLE 1 / x L \ � lWE LLC Y \ IMF 45BI-5-A-9 LOD 7,663 F I B 02 7/ HERMANUS LL C \ D.B. 1222 P. 166 \ LOT 004AO 1 I c > EXISTING FENCE \ D.B. 1065 P. 47 SAF 199 LF x REMOVE EX. BOLLARDS TMP 45B(l)-5-C-4A \ \ D.B. 5/5 P. 406 PLAT \ I TO REMAIN - \ 1 ll4 0. 93 ACRES \ \ I / h D. B. 1986 P. /Cps o D.B. 193/ P. 692 \ \ \ ZONED: HC \ L GM 4 03 D.B. 991 P. 683 ` \ PRESENT USE.- I PLq T D. B. 991 P. 690 \ COMMERCIAL \ v x / 1.02 ACRES \ _ PRESENT USE. OFFICE a a LOD 7,663 Sr �� = �� =�=� = _ _ _ _ = \� = EX. CURB TO BE REMOVED _ TP 138 LF� �S \ REMOVE (2) EX. A/C UNITS � I -420 - _ = _ - _� \\ 4782 SF PPROX. REA OF _ _ _ _ _ = _ _ = TP 123 LF �� = - - _ _ - - _ _ _ ` \ \\ \\ \ =425 = - _ TREE CANOPY WITHIN PROPERTY _ 40 408o� o Y pb p � o \ 404- 14 _4/3- _4/Z�4// V I /� - - - - \ �\ - - - �� - _ \ \ \\ \ - - - - - \4z 41 REMOVE EXIST GUTTER PAN AND CURB -429- 28 �' 6 - _ - - \� �408- \ �-_ RESOLUTE HOLDINGS LL - IN FRONT OF DUMPSTER PAD AND GRADE Ml 430 MA - TMP 45BI-05-C-4 _ \ -_ DECIDUOUS AND - \ \ _ -_ _ DUMPSTER PAD STRAIGHT TO EP LINE - �� - - - _ \ \ EVERGREEN TREES - \ \ � - _ _ _ _ _ �� \ \ �\ = L 5 58 R=700. 00 \ \ \ D.B. 1222 P. 166 \ / - - - _ D.B. /0/3 P. 347 \ / 412 - \ - D=4 °32 37 \ - \\_\ ' STEEP SL OPES WITH 0435STORY - -_ _ - \ \ _ - I D.B. 981F..683FLAT \ \ \ AND DENSE BRUSH _ \ \ \ \ \ D.B. 60/ R 705, 709 1 440 6ifffv �ABI� _ ZONED: HC �� \\ \\ \ \\ \ \ \ 41 \ \ •S 38°387- PRESENT USE- COMMERCIAL \\ \ �� \ �\ \ \ `'\\\ DRAINAGE AREA TO X-7 / \ - /7091. - - ��x\\ � � _ - - _ �0°05'/2"E z6� 4.9r \� \_ �.�C - AREA = 0.59 AC - - - - S C = 0.65 =420- TO 5MIN -'----\ DRAINAGE AREA TO X-4 \ ��-_� 1-X _ � � I � Q10 = 2.54 CFS \ \ AREA - 0.99 AC GRIFFIN, STEVEN E- MOHR, MARY C = 0.54 RADO, MARTA OR ACCURSlO TMP 459/-05-C-3 TMP 45B/-05-C-4 � D.B. /325 P. C- \ \ TO = 5 MIN IMF 45B/-05-C-/ I I I / I D. B. 905 P. 406 D.B. 1325 P. l03 D. B. 3891 P. 21,5 \ / 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 \ � � \ D. B. 5042 P. 526 I I 1.08 ACRES 0.79 ACRES ZONED. E 0.79 ACRES I ZONED: R/ PRESENT USE RESIDENT/qL / ZONED. R/ I I I PRESENT USE. RESIDENTIAL \ U \ \ / \ \PRESENT USE. RESIDENTIAL /0000 000000 \ \ \ 4 \ \ \ \ \ / o32 - \ � A lr9 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 O2¢ _ C) z LLJ�z� LLJ > � 0 LLJ z0 Q J J ov J Cf) a_ Lu J ��//�� v/ Q Q LLJ LL I o0Q m Q z U = U z v J LLJ Ar- PLTH OF Df�� O 0610312022 V RYAN D. CHENEY Y LIC. N0. 0402060980 y /ONAL APPROVED RDC SUBMISSIl i Nip 2 PROJECT 2110004 T H E W 0 R h u r L I N E + G R A D E i X-8 I ( / BELL ATLANTIC TMH TOP 406.37 INVERT 364. 37t \ TS�H OP 408.87 � TOP 408.04 SMH P 4 0.85 SMH' 60"SMH RCP T074197.-76S�%%% S� SOP 403.66 X-6- I -2,9 L =4 ' 5-­TO7 ABANDONED GRA TE b / / TOP IN 404.99 J l NV OUT 399 407.99/ %�/�i NV OUT 404. GRATE` I I \ 0�52 CG 6M�NOLE LAN�X 2 U I TqI' 405.88 DI-2 /�Y / \ I \ PUBLIC STRE T Dl-3B 00.61 T 40�. 64 I V OUT 402.3E VI/ TOP 400.6/ A X-5 GRATE MATCH EXISTING CURB VARIABLE R TOP 4O/. 50 INV IN 39 71 I IN LINE AND GRADE I I DI /-ZA \ I � lNV IN 39780 TOP 407.95 �� T06 406�5/ I T n INV OUT 397.75 _ INV OUT 4 05.4 5 X-/ \ TOP 400..�37 lNV IN 39 . 7 INV�,�6d�37t %H P 398>88 8"PVC /,.=•a 8"PVC o ti _ AN \I \ K \ \ MATCH EXISTING CURB - X-�_ 1 5 12 IN LINE AND GRADE 40% - '� KING SETBACK i 25.7T it DO DI-2A 6p„� W 204.52' TOP 32.77' ` X 3 \ 18' I H CHAIN \ \ \ \ \ \ \ N 23°3/'55 E R �/ - I TOP 4 /. 11 0 - - - _ - _LOD 1843 SF INV / 393. /(TYP) UNDE UND\ \ \ \ \ R18' R18' _ INV IAA 393' - % - - \ \ \ L=43.29, R=25.00 I I J 0 y I., 1 \ \ D=99°12 48" I - - - - - - X_ - - EX /" WATER SERV E _ _ _ _ - R5 IN O T 39 9 M D DI-3C L =4 ' - - - - - - - - - - - - - - 30' SETBACK (TYP) VDOT CG-6 7 \ \ \ \ SI� TOP4Dl28 - � - - - - - D 3 \ \ \ \ ) GW I- - - - - TIVV IN 396.2 N �' - - \ N \ \ O 97/0 BP EX /5' DRAINAGE ESMT \ \ \ \ > \ l8' STRP QEDICATED FOR UTURE _I \ INV OUT,3�4.79 VDOT CG-2 CURB (TYR) / 3" 7 4 2 /p OB 98/ PG 683 (PLAT) �- / _ PASSA EWAY THROUGH LOTS \ \ \ / �40 - - - - - - - - - - - - - LANDSCAPE PAVER - R5' LI4 515 , 408I(FLAT) St ' I POSSIB�E R9EC SERVI - WALKWAY _ 4" WHITE TYPE B OB 509 PG 3/7 (PLAT) I ` � I I I CLASS I PAINT (TYP) I 4" WHITE TYPE B O \ I I / I / I i I CLASS I PAINT (TYP) O O - 18' LP `�� I \I 6SIDEWALK L 4 130 ' > SEE DETAIL 1/C2.3 0 \ IWELLC \ l / I \ y \ \ TMP 4591-5-A-9 {T _ - - P B 92.71 HERMANUS L L C \ \ D.B. 1222 P. 166 \ I I I I O x 5' SIDEWALK VDOT LOT 004A0 D.B. F. P. 47 I I SEE DETAIL 1/C2.3 CG-126 1© _ TMP 4590-5-C-4A \ D.B. 5/5 P. 406 PLAT \ - \ 0. 93 ACRES \ I 18 �' 18' "a 0 EXISTING D.B. l93/ P. 692 II II _ _ AWNING FOOTINGS (TYP) o D.B. 1986 P. l \ ZONED: HC \ L \ \ I ELECTRICAL . EXISTING GAS METER SEE ARCHITECTURAL PLANS ti 11 1 0 w � I � a `i `403- D.B. 981 P. 683 \ \ \ PRESENT USE. METER PLAT D.B. 991 P. 690 $HC PARKING SIGN - VDOT CG-12B I (� D SEE DETAIL 6/C2.3 M 1. 02 ACRES �cZONFDHC o - `' VDOT CG-12C1 I 360 5' a PRESENT USE. OFFICE 41 _408og� - - - h - _� - L 24' MATCH EXISTING CURB - r- - EXISTING BUILDING HCPARKINGSIGN 3.5'I LOD 7663 SIF - - ��- 6) IN LINE AND GRADE = 5'SIDEWALK_ RENOVATION SEE DETAIL6/C2.3 \ - _ SEE DETAIL 1/C2.3 FFE = 404.44 _ _ _ _ I ` \\\��6 _ _ _ _ _ _ 2.5' MODULAR BLOCK WALL �\4 DUMSPTER PAD - -- �� -423- - - _ \ \ _ _ - - _ _VDOTCG-2CUR6_ �, 24' - \\ \\\ \ - 424 - - 4782 SF PPROX AREA OF - _ _ _ _ �� �� _ ��� _�� \\\ \\ \ - - -425- - = TREE CANOPY WITHIN PROPERTY - - - - - - �� - - - - \ \ - - SECOND FLOOR DECK - _ „ 404 426 -427- = _ _SEE ARCHITECTURAL PLANSONLY"�\ \ _ 3 PROPOSED HVAC UNITS _ DELIVER/LOADING MIX OF MATURE29 \\\\ RESOLUTEHOLDINGSLLC = _ SIGN - = \ \ \� _ // \ / _408- \ DECIDUOUS AND _ IMF 4591-05-C-4 _ 6" WHITE TYPE B L=55.58, R=700.00 \� _\�3i\ _��_� - D.B. 1222F.. 166 = CLASSIPAINT(TYP) EVERGREEN TREES- ��� \ max- - _ - - - D=4 °3237 �\ WITH UNDERSTOR Y - \ 4\\ 3z- - - = D.B. /0/3 P. 347\\\ \\ \ / /412- \ D.B. 98/P. 683 PLAT \ \ \ \\ AND DENSE BRUSH D. B. 60/ P. 705, 708 PLAT - \ - - \ \ / \ 437- /. /5 ACRES _ �� _� \ \\� \\\ \\ \ \ / 6 > >\ �\ _ 6ifffv �$41T3 _ ZONED: HC �= \�� \ \\\\ \\\\\ \ \ \ / 41 \ \ 8 `3d °38 %7 W \- \\ E E � 4 0 - - PRESENT USE' COMMERCIALNJO- /70.9I°05'/2"E 264.971 S 3/°05'06" W 52.57' I \ \ \ / \ \ \ I I l l GRIFFIN, IN, SIEVE 3E- \ TMP 4530 �C 4 \ \ \ \ GRADO, MARTA OR ACCURSIO I I \ I D.B. 1325 P. 103 D. BP 1325 P. /03 D. B. 905 P. 406 / NZp' � 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. S. 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., R/ I I PRESENT USE. RESIDENTIAL \ PRESENT USE -RESIDENTIAL \ \ \ PRESENT USE. RESIDENTIAL Ix \ \ \ \ \ \ \ N SITE NOTES: v � O ` / -co 1. ALL PROPOSED CURB RADII ARE 3' UNLESS 76 OTHERWISE LABELED. 1 / \ 2. WINDOW GLASS IN THE ENTRANCE CORRIDOR FOLLOWINGSHOULD MEET THE LIGHT TRANSMITTANCE (VLT) SHALLE L NOT 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 ta Z uj Z Z uj W z J LLJ 0- w O C Z �z� w> z OQ� J w z o� IZ J J _j W a_ LLI ��//'�� V / LLJ Q V ) LLJ LL I m O p Q J z Q U Ar- Op to p O 06/031-M2? V RYAN D. CHFNFY Y LIC. N0. 0402060980 y /ONAL APPROVED RDC SUBMISSInNi Nip 2 PROJECT 2110004 T H E W 0 R h u r L I N E + G R A D E C200 /..... ✓77. ✓V /.. 61, Ask GRATE DRAINAGE AREA TO X-2 401.18 /_ INV-4w ./8 AREA =C =15 AC 0.74 \ \ �NOLE LANE \ 6p \9� o a"PVc D/-2B L= 40/52 2 �OP 402. 15 SEM WOMEN - - - - - - - INV`OUT 399. T = 5 MIN m�R� / \ wv 0.72 CFS WOMEN VARIABLE ROW �0 \52 \ ❑ \ - _ Q10WOME+ / X-2 CG-6 / Dl-39 0 . I- + �� TOP 40 . l 4 02. /7 / \ Z Z- /N OUT 393' 3/ o TO GRATE / BC 400.30 IF -- Yr• + , • E gi \/ ' PLANTE W \� t TOP 40/.50 T 40/.OS } w INV IN 397. 90 IP Y w Yr aa �5r��a i fa �g`9� ," S 25 4239" W 80.94 ' - BC 65 GUTTE \ ��,Yry pw,vr' ,.a"' � � # � 'Mwm,n" ° W CG-6 V OUT 397.75 - TC 40/. '� o A a_, E# +gym " m,n � � P _ \ X-4 BC 400.82 em,n .rm„ 'mum,n"-3^»ym,�- j� �� /� 2" BP TC 40/.35 m,n " - \ D1-3CL=4' �" -� ------ - Wvr Y'• X- \ TOP 4 01.28 3� fY/u - - -EN _ _ _ - Jp ` \ DI- 2A L =2' \ NV IN 396.28 + 40\ 4,dw,� a •° ' < e TC 40169 O L n" ronir."v` lOP 4 02 / s'D \ V OUT 394 7 a'" � w 0 Q TC 401.26 i f C 40L 401.36 LOD 1843 SFI e 4 LINK FENCE --=-i�------- W • • ' ERGROUND p WM ETENTlO \ `NorNorNorNormm�onsimisimisimismanNO _ _-__ _-- i t �� • - e EP 401.56 EP 401.51 I _ _ / \ C 400.63 EP 401.79 401.46 401.49 TC 402.01.- TC 401.13 5 FL 400.47 � I rc ao2.2s rc ao2.os EX ER �cR ° = _ - - _ _ _ �- / ^ �(/ EP 401.67 \ /gyp TC 400.97 MENNEN - I ' TC 402.17 f/ -3C USH€SI --- - ------ ----- -� _ - - - - - - - - - - - - 40\ \ TOP= 00.9 IN 393.9J x \ 402. (4 F��__ - A \ 402/ I \ \ CAST PVC OUTLET CAST PVC O/ \ / /i 05.36 UTLET / \ G --7$0i2- - INTO CURB INTO CURB \ x {� r EP 402.90 EP 401.89 5 / / I POSSIBLE ELEC SERVIC EP 402.30 EP 402.74 EP 402.89 TC 403.40 TC 402.39 P 40Z / '0 TC402.80 ` �� _ ON ON •TC403.39�����______����__��� �_____ ������� / HERMAi + �,� ( 41. PVC - ( - - ` 1 * / TMP LOT B • W PVC 3.00 LF @ 0.00% I I _ 402. 3 3.00 LF @ 0.00% .. 6" PERF. PVC I ) _ _ F 1 �I r min, ,- 17.50 LF@2.51% INV. IN: 402.66 )0 D. 000 �� ��0 �� • * D.B. 195 ■ INV. IN:402.22 p' INV. OUT: 402.66 . . l ° INV. OUT: 402.30 7 ) INV. OUT: 402.7q ' ' EP 401.97 D.B. 98, EP 402.47 o o ® O ®mr]rj®O rNo Miff Miff �I TC 402.47 • PLA T D. B. TC 402.97 `�1.021 ' O O ■ TC 403 15 TG 4 2. l3 e ZON[ w EP 403.41 a 'I FRENCH DRAIN :i O O P�j/ \ OL 6/ PRESENT L U r TC 403.91 ® \ c Q z g03.9q I PROVIDE 8' LENGTH OF SOLID PIPE I ®-:f..�� Q CENTERED UNDER SIDEWALK n n O \ W J LP •'. _ ^ L D 7663 SF 0 \ '�\ / • SEE GRADING INSET 4/C2 2 I � x 0' L 402 / LJJ EXISTING BUILDING ` ( + Lu404.08�' ����• `-""-' •� EP402.99 i \ \ 402 \ -- RENOVATION �� ®` TC4o3.as ♦ Q - `< FFE = 404.44 o O e __B -- fTc EP0321 402// p Cw z + 4L I FRENCH DRAIN ��� c a < �. �� Q EP403.00 w I ; �•.�; vEP 403.58O 9 8- - - - -�• TC 403.50 J Q Q TC404.08 I c. J J U / \ I \ ! '• • • I EASTERN SIDEWALK RAMP ° J (1 SEE GRADING vuj • ': o� 40332 ----� v .: �•+a o INSE�T-3y/C2.2 \ u G Q 0- 0 03.05 VwJ ~ I z \ - SOUTHERN SIDEWALK RAMP T 4 _ a� w 111 + SEE GRADING INSET 5/C2.2 ,.�4 0�}� ! ° v' m rl'S TC 405.16 �" - EP 403.56 EP 404.66v •• \ O O EP 404.11p 404.18 1 4 7S. 24 0 _ _ _ = TC 404.06 9:•. _ PROVIDE 8' LENGTH OF SOLID PIPE °� ��< y I J Q • TC 404.61 " CENTERED UNDER SIDEWALK vim:•! a �y a I ' EP 404.6 08 EP 404.22 °8 °°,' k ° • • a - ' TC 405.18 TC 404.72 °'"° •• s v �I ° BW 44.30 W 0 TW °° - - TW 406.27 V =a 404.27 r , _ STEP DOWN 1 BLOCK 4 4O 80 I �./ BW 404.36 J - - - - - - - 6" PERF. PVC _ _ TW 406.94 - - a:" • + e _ INTO CURB - - - \ 6.48 LF @ 16.39% BW 404.44 +rM " '* CAST PVC OUTLET EC 403.94 M.E. r EC 404.02 - \ � WYE FITTING TW 406.94 4" PVC \ INV. IN: 404.37(SD-1)_)00 00 EP 404.33 - ® ® ® No N Miff TC 404.52 \ _ INV. IN: 404.25 INV. IN:404.37(RD-1) -+ Y INV. OUT: 404.34 \/ INV. OUT: 404.37_ . \ \` --- \ ` \ 6" EP RF. PVC D 8YLOPLAST DOME GRATE 6" I� ERE PVC ' CAST PVC OUTLET �.�~•'. �4 ` �• DRAINAGE AREA TO X-4 \ 6.99 LF 01.00% RIM: 406.75 11.80 LF@3.73% INTO CURB _ \/ \ \ 1 INV. OUT: 404.44 v AREA = 0.97 AC \ \ \ \ 6" PVC ` I • • EP 404.76 ' ..�a y EXTEND CURB DOWN TO EX. GRADE \ \ \ 14.36 LF @ 11.35% - FRENCH DRAIN �' a \\ v AND FINISH EXPOSED BACK OF CURB C = 0.50 \ \ \ EJEJ- EP 404.84 A .. • a n ' \ , \ TC405.3a p ; 'e (�3.73 \ \ - - _ \ \ \ - - -\ RD-1 RD-2 a .. v .. 3 27 CFS \ \ \ INV. N CLEA O \ 6IN CLEANOUT� _ s �� EC 404.32 EC 404.28- EC 404.44 I Pj�TH OF \ ---- ---- Q10 61N CLEANOUT_ \ - \ \ \ ------------------ INV. OUT: 404.77%L _ - 4"-PVC--------------�� TC 404.82�st�-----TC 404.78---- -TC 40I No NO \ \ \ \ \ -b2� 50' BSL \ \ \ \ \ i �s 4.00 4 @ 0.00%- -� _ O G� \ \ \ \ \ \ \ \ \ \ \ \\ \ 7.59 LF @ 1.05% INV. IN: 404.69 / ,� 06/03/2022 '2 \ \ \ \ \ 23 \ \ \ \ \ \ \ INV.OUT:404.69- y \ UO \ \ \ \ \ \ - - - - - -424-- - - - - \ \ 14782 SFAPPROX AREA OF \ \ \ - - _ - - - INV.OUT:404.77- - RYAN D. CHENEY Y \ \ \ \ \ \ \ TREE CANOPY WITHIN PROPERTYI ic. No. 0402060e80 - - - - - - \ \ \ \ \ - �2r- B 4061571 \ \ \ \ \ \ \42�. B2 - -42Z-IONAL DRAINAGE AREA TO X-7 -_ - - - - - - AREA = AC \ \ \ \ \ \ - - i APPROVED RDC MIX OF MATURE \ \ \ \ - - - - _ - - - EA O 58 _ \ \ \ I / \ 3 \ \ \ \ - RESOLUTEHOLD/NGSLLC - - -� C = 0.60 ` \ \ \ \ \ \ _ �� SUBMISSION NO. 2 \ \ \ =i \ \ \ DEC/DUOUS AND - - - - \ \ - - - - TMP 45B/-05-C-4 \ \ \ \ \ \ \ \ \ \ \ \ EVERGREEN TREES _ - \ \ \ = - - _ _ D.B. 1222 P. 166 _ - - TO = 5 MIN � -55.58, R=700.00 \ \ \ \ W/TH UNDERSTORY - - - \ \ _ - - \ \ \ \ \ \ r \ \ - _ - - - D.B. /Ol3 P 347 PROJECT 211 004 D=4 °32'S7"\ \ \ \ \ \ � AND DENSE BRUSH - - - - - � \ \ � � _ _ - - _ - - - Q10 = 2.33 CFS D.B. 98l P. 683 PLAT _ \ \ \ \ \ \ \ \ \ \ \ _ T H E W 0 R K 0 F D.B. 601 P. 705, 709 PLAT - - - = \ \ ` \ ` \ \ \ \ \ \ \ \ L15ACRES ` \ `\ \ \ \ \\ \ \ \ ` _ \ L I N E + G R A D E ZONED: HC PRESENT USE- COMMERCIAL GRADING AND DRAINAGE PLAN C2ml .� 1" = 10': 0 10 20 t9 Z ttC uj Z Z uj 1 * \ \ �ve�y•�•- af'�'Yr• �a �'. � >s „rovm,n�es' "wmM �'"'mm, " aa mnim,n �^m�vm,n•, 'a1ywrYr � ON -Iowa O OJ FL 400.76 4 VJ7 t0\ m,, #'wm,t 0,//W 204.52yry6�CP ,viy,'kt, a tj -! � ''rovm,n"•R /!�' PCVRKI 'S '" mrm,na ''mrim,n° ''mrvn,n' `", EC 401.15� ► S `'-j.�,nuw,n , 3 f iN PH 402.55 TAP`"oF R c r I rc 40l - - < \ \ 40 8 {v , 2.0 R=25.00 4/ X ois CF IF Nor ME RIM EP 401.19 TOO P 404 // / EP 400.73 IN 393.91 ,`INV INV /N 323 91 INV OUT 3 ----- -- 30'SETS ICK\ ----- FL 400.67 _-__- --- -- TC 401.17 .`• GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER 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 y() Qto Inlet QCar over Carryover QCa tured p Q B ass Vp InletEfficiency 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-3B 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 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 0.33 5.0 0.0 0 INLET CALCULATIONS (10-YR STORM) JO `TC 403.55 --------- �u ui--------- SW ITC 404.27 _ V v swlrc 404.27k� TC --- {p� --------------�p�--jp� TC403.21- � 0 0 � EP402.72- U EP 402.79;-2 v -,C O C \ i� 00 00 00 0 \ 0000' iv 00000 i 00 _ O V 7 V \ V 000 000C C 0 O C 21.5' CEP 40: rc a0: ---� v- -�- -------- -- -HL-------------- lu ul_TC403.50 Z TC404.10 TC403.67 EP 403.58 EP 403.17 v w 0 Q U W z X 0 W 0- LLJ 02 =oz w 0 Uj z J J o Lu W ~ Lu CO 0 0 Q J z U ta z IAj z ty v) z 0 Q J D U Q w Q z a 0 0 Q W z z I TH OF7� 06/o3/zo2,? RYAN D. CHENEY Y -1C. N0. 0402060980 ✓is TONAL APPROVED RDC SUBMISSInNi Nip 2 PROJECI 2110004 T H E W 0 R h u r L I N E + G R A D E C3)- EASTERN SIDEWALK RAMP GRADING INSET 4 2- NORTHERN SIDEWALK RAMP GRADING INSET 5 �- SOUTHERN SIDEWALK RAMP GRADING INSET C202 1" = 2': 0 2 4 1" = 3': 0 3 6 5 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� 0610312022 Z 1 RYAN D. CHENEY Y _IC. N0. 0402060980 F y �,INAL V, APPROVED RDC SUBMISSInrnl nl 2 PROJECI 2110004 T H E W O R K u r L I N E + G R A D E OMODULAR BLOCK WALL O HANDICAP PARKING SPACE DETAILS O FRENCH DRAIN C23 O 12' 6' 6' 15 T 3' T 3' T 31` 1.5' a a a ° G ° a G a a. 4 a ° (4) 6" 0 BOLLARDS . D ° G SIM. TO BOLLARD ° ° DETAIL7/C6.0 ° a a 4 a a q ° 4 d Qz 4'. p a 4 a. d d 4 4 ° d , p d. p a 4d . p ° p 4 d 4 d 4 4 . a d 4 4 d 4 Q 'd ° 4 ° 4 p d p' p d d. 4. p L ' 4 ° 4 d d d d a G WOODEN 6 d d ° GATE6'HIGH 4 d' d 4 .. 4 d d 4 ° N 4 a d' 4 a. d ' a d 4 d d 4 .. .4. d. d 4 4 < d 4 4 4 4 4" ° 7" CONCRETE (3,500 PSI) #4 REBAR @ 12" O.C. BOTH WAYS p 6" 21A COMPACTED SUBGRADE 4 4 d 4 .4 4 d d d p d d d 4 a d 4 d. 4 d a Z CONCRETE DUMPSTER PAD PLAN WOODEN BOARD DUMPSTER ENCLOSURE SHALL EXTEND 6'-0" ABOVE GRADE 8" THICK REINFORCED CONCRETE PAD NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS p. Dse • m A . ✓ D,e' D. SURF/ . .A .A.' BASE � d SUBS/ ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 0 CG-2 d' D.�T Dew p. p. D,eDD>D D.e�D,p�D Q Q Ds�T Ds�T D D�e�D�e�D o. .o. Doe�D���D Q Q 6" R CG-2 m SURFACE BASE SUBBASE ROAD AND BRIDGE ST77 ANDARDS REVISION DATE r SHEET 1 OF 1 201.01 2" R C CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • D in_p D D D D D D e D e THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION O CG-6 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 Z W lu z Z lu L) W z J 161 Ln 0 W 0— LLI Q iuj Z z � O Q Z J 0 LU J \ / LLI w LLJ (H 2i i w m 00Q J z Q 0 Q Df��2 ZNEY Y00980NG� APPROVED RDC SUBMISSION NO. 2 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E C204 ( TH BELL ATLANTIC TMH TOP 409.97 TOP 409.04 J — I — SMH i T P 4 0.85 7 Q / SMH � —SMH �) -FOP 4 3 66285 TOT48i6— ' I \ \ C6-6 rkEMINOLE LANE- PUBLIC STREET / VARIABLE ROW — (8) BS Iss m — — \ 8" PVC � 8" PVC ' 4�J2 /8 (2) Qp I INV OUT 392. 08 IN m mmm no mom mm maw�:► '' O-L';� �� , �. OiY//Ai tlf,�w�r�J��1A_�'� • • ` wq►..i ;)!-, i�0ili`y 7. �l i- .+c ��: ��,VIi*ii r' 1/� r �. ii' W: • 6 6J�� '�!:/Awyi47('•, NO V .• • ..v�.�ALC.i�1�1.i1 Le.�: •' • ��_ UG11�i�dt3'�R..1,3'rI1iI�I1'V �001�,.,11�� /�/ IS�w �ai'®'� (3� �• �� FA 10 -� ����I -tMfir • f, ,y • • i;/ 6���,1i,!ru�p��I�Sr� 16��!J%✓/I 'I C I� • 6^ry. iIIV�JIVI'J ufn i�,Illlyr� ullulS�iu � � lull `i�'�'M'""• ��VI � I IIII !� / floE' � ow 120 / j �a �� -•.�,. ,�,'���swss►w�` _ , ,L , / • LOT 004AO TM- 4590-5-C-4A �� • 1/ OFFICE1'1?ES5NT USE- w 0 Q W z J ) ( I EI � �_ = Q— —O —O_ ( O�� \♦\ -'- -" ° PAD I \ 71 14182 SFAPPROX AREA OF _{ TP 123 LFF 4os J� W �� _— — �`� \ _� \do- �— 0— T�RjEE�CANOPYWITHIN PROPERTY — L0 404- Z RESOLUTE HOLDINGS LLC _��_ ���� —408- W MIX OF MATURE �0� \ i - \ �� - TMP 45B1-OS C 4- '��g- -� DECIDUOUS AND ��— D. B. 1222 P. /66� � -�\ \ / O G L=55.58, R=700.00 _ \ \ ' / 412— Q z w D=4 032'57" , \ �� EVERGREEN TREES �� D. S. /0/3 P. 347 �— \ / \o- WITH UNDERSTORY �� y L - D.B. 98/ P. 683 PLAT �_ \� z \ AND DENSE BRUSH — j= — � —� D.B. 60/ P. 705, 708 FLAT �0�—�� ��\ / — — — — J J O Q — \ \\ \ \ � —O— ¢ _ ZONED. - ACRES Q— � �� !�, > \ —o— ZONED: HC �� �� �%��� \ \� \ \ / 416 LLJ U s e 3e i� \ — �r`F�T� —�— PRESENT USE COMMERCIAL ( 3 0 \ W /7O qp. �——CJ-/�—U.0 ,1 U �--� ��, N ;o00s �,2• E 264.9 a o c��� \ ' / / _MATERIALS LEGEND: Q p \ \ °05'06"W 525T —�= — \ \ \ \ / PRESERVE EXISTING I CANOPY(14,782 SF) (n w � m Q PARKING AREA PLANTINGS I (3,785 SF) Q J O O \ \ I I I l I l ADDITIONAL PLANTING AREA (1,753 SF) J Z \ /\ \ \ I I l / G�E MOHR, MARY GRADOMARTA ORACCURSIO MP 458105-C3/ ®STREET FRONTAGE AREA (2,428 SF) G \ TMP 45B1-05-C-4 \ \ \ TMP 4591-05-C-1 I D.B. 905 P. 406 / Q / D. B. 1325 P. /03 \ D.B. 1325 P. /03 I I l I D.B. 3891 P. 2/3 \ D.B. 4752 P. 569 \ I D.B. 3957 P. 327 / ASPHALT (15,321 SF) _ I D. B. 4752 P. 569 n a snip a s�� / nR nrn�c ✓v4�, ✓mac, 1 - / ' ..., .. ....�.. � I. •'R VVIVVRCIC �L,JLO Jr/ 0.79 ACRES y 0.79 ACRES I I ZONED: R/ ZONED: R/ �\ ZONED: RI I ` I PRESENT USE- RESIDENTIAL i TP TREE PROTECTION (261 LF) PRESENT USE- REST\ TIAL \ I \ PRESENT USE- RESIDENTIAL - LANDSCAPE PLAN 1" = 20': 0 20 40 D I A A I T I I\ I (`_ C 01-117 11 11 C 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 = 4 LARGE TREES, 6 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 1 L/11V I111\_A �JVI 1L✓V LL 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. 3.5" CAL. 50' O.C. 2PLTH OF LARGE CANOPY QP WILLOW OAK Quercus phellos 3.5" CAL. 50' O.C. 4 0610312022 UO RYAN D. CHENEY Y LARGE CANOPY PA LONDON PLANETREE (BLOODGOOD) Platanus x acerifolia & cvs. 3.5" CAL. SEE PLAN 4 I ic. No. 0402060980j+•, ORNAMENTAL TREES SSLONAL SMALL ORNAMENTAL LI CRAPEMYRTLE Lagerstroemia indica & cvs. 8-10' SEE PLAN 1 ORNAMENTAL / CK KOUSA DOGWOOD Cornus kousa 8-10' SEE PLAN 2 APPROVED RDC ORNAMENTAL CF FLOWERING DOGWOOD Cornusflorida 8-10' SEE PLAN 3 SUBMISSION NO. 2 SHRUBS PROJECT 2110004 EVERGREEN SCREENING - BS AMERICAN BOXWOOD Buxus sempervirens 2' 5-6' O.C. 42 T H E W 0 R K O F EVERGREEN SCREENING 0 IG INKBERRY HOLLY Ilex glabra 2' 4' O.C. 50 L I N E + G R A D E EVERGREEN SCREENING o ND HEAVENLY BAMBOO Nandina domestica 2' 3O.C. 43 EVERGREEN SCREENING O JC CHINESE JUNIPER Juniper chinesis 2' 5-6' O.C. 34 DECIDUOUS O AAB RED CHOKEBERRY Aronia arbutifolia "Brill iantissi ma" 2' 4' O.C. 35 C3m0 SEEDING SEE PERMANENT SEEDING SCHEDULE O TREE PLANTING LANDSCAPING NOTES: RUBBER HOSE ON EACH MAJOR STEM, ALL MAJOR STEMS SHOULD BE WIRED TOGETHER ROOT CROWN TO BE PLACED 1"-2" ABOVE SURROUNDING GRADE HARDWOOD MULCH, 3" MIN SOIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. WOOD STAKES (3) IN FIRM SOIL 0 PLANT SPACING 3" MULCH (NO MULCH W PERENNIAL/GROUNDCO O 4" TOPSOIL SHRUB AND GROUNDCOVER PLANTING LANDSCAPE AND CANOPY CALCULATIONS SITE AREA 50,072 SF 1.15 AC CANOPY REQUIRED FOR HC ZONING (10%)1 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 4 11.00 18.00 29.00 0.76 22.04 1,525 SF Footnotes: CANOPY AREA REQUIRED = 5,007 SF 1) Per 32.7.9.8 CANOPY AREA PROVIDED= 18,139SF 2) ALL PROPOSED TREES TO BE 3.5" 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. 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� 06/o3/zon1 N RYAN D. CHENEY Y -IC. No. 0402060980 TONAL APPROVED RDC SUBMISSInNI NIA 2 PROJECI 2110004 T H E W 0 R K u r L I N E + G R A D E OSEEDING SCHEDULES O 3.38-2 TREE PROTECTION FENCING O SIGNED CONSERVATION CHECKLIST C3m1 kO X O O xO O kO k0 ° Xo O ° c0kk0k•� o•� 0 k°'1a° °a.11 k kak1k11 1� ao h kknIZk 1I .a � kk1 m 11 k kOO kk•sWhIk �� 'I , kk k I1 I 161kk-ik0 s k y .1k.s kk•0 °°ko\akQk0k�O 1kk ' a k kxk0� '1 S1 Y k> '�S � kiS � s1'1 k.a\ k1 kskQk s iS kk Ok\•k� a k Okk1 o \� ��k 1 `"\ kX X kk01O s ko •O .k i k 0S '' •N o ••kk k�?1 1 ?kk ° a kkQ O •�O 1 1 O k 1k1 atpJ kk1k�m x p� IlI�IIl 1 s p •0y k0 ` 0 k0 k 01 k O1 o s Q'c ki � 5 '01 ' � y \ ' � 1 1 x1 : 0°LANE ° k° 0 ° O SE"INOLE ° ° o PUBLIC S TREE T 0 WV o k ° x0 o ROW X° VARIABLE p .0 o .p xo O °XO k0 X XOko O O Ok0 0 'O X O 0x xO/F Okp 0 p O0 •O k0 O 'O 'OkO o .0 k 6 kp •O ko 0 k o O 'O ° k°\0 o •O k0 •ok xp oo o k kp k0 0 k °o XXp X O o k1 Oxo p x o 0 x0 ko _0 X .0 S25°4239"4V 80.94' k0 xokO •XO ko o k •1 k .0 0 0 k0 k0 kO k kp k° 1p xp o o o ko 'O kO 'o 0 .O ° k0 •O 0 k0 k0 kO k°O 1 k° xp 'O ko •1 xokO .0 x0 O 0 .o oZ k0 k0 k00 o o 0 0 'ok0 0 kp ko ° 0 k ko xp o 10 k0 °,ko a k 1 0 O k0 kO XO OO O kp X o 0kQ O 0 ° ko o O 0 � kO O ko k p o a ° k k 0 Z°D1/"W204.5k p .° °k S Na 1 X XO ° Q 0° 0 k ° k a k0 ko XO o k0 a O '1 k ° kO k k0 ° x ° k° ° k ° k k k k X k O Q � kQ k0 k0 k0 'le'o o k .a •p O ko x0 •p XO Xp k0o o kp kO 1 k o k° •O k 'a0 kQ xo 1k a ° ° ° x0 koa 0 k 0 ° 0 k kQ ko o k0 k k 0 .O XO k O .O k0 kQ Y 1 ° xo °0 k1 a a k kQ 0 k0 0 k0 O ko Q X 0 ko 'O koNa aka k0 k0 ° k° kk0R=25.00 k0 ko .0 o .0 ° 0 kQ 0 ° o O a 0 o O -k 0 ko 'O99°/24Q k xa ° ° kakQ 0 0 0k0 xp 0 k0 0 °o k k0 o O ko 0 *11 1c3 0 •O o p •0 v 0Y Ok0 0.5 FOOTCANDLE CONTOUR ko 0 ko ko 0.5 FOOTCANDLE CONTOUR O o k0 k0k0 0 .s .O X'° p k°'O k0 X kQc 0 o k 0 k� •0 k0 kO 0 0 o S kk0 p k ko ' k0 0 x ko .O 0 0 k0 0 0 a 0 k0a k0 0 X 0 O 'o 0 k0Y 0 X0 0 0 k0 S 0 k° 0 k kp O ° kQk 1 O 0 k '6°•O X 0 0 \ 0 0 0 0 0 k0 Op Q S *0 Q o 0 0k0 P o o P� 1 -x 0 o 0 O 0 koa 0 kQ p k° 1 0 0 O (0 O 0 O 'ak 1x0 o 0 o k"cj k° 0 k °E-1(ON OR IN GROUND) 0kpO 0 a k °° k3 h k p o E-2(ONORINGROUND) ko kO k0 Q p o 0 0 0 k 0-� S R x . 6Q t. ko° 0 ° k 1k .Op ° S D4 @ 2' 0 k lip k0 •o k 1 k O k Q O k 0 kokpko Q p ps k cP s k0 0 k0 a Qk °)<0 0 ° o � xo1 Na x O0 3 Na kQ k°kkQ I `k0 10 k o k °k pa k k i -2� k k0 xo 0 •S 0 k k0 xo •0 6) 0 "Pa k k ° xo �iA-2@20 0 kO k0 ka 0k0 k 9 X o 2 @ 12' kO k k0 EXISTING POLE LOCATION 0 k o k 0 kOk`' ° -- �ON k k 0 EXISTING POLE LOCATIkXo 3 • a 0 ko a kQ ok p —k0 k 0kk0 ak° 'O 'o �k1 k k Q `� k k ok kj k1 k REPLACE POLE AND FIXTURE k0 k Q o -157 k0 'G cko ° • A a k VD k kO k k0 k. k, o O B-1@10.5B-3@105 O kcp 0 Q ssk0 k T M� TMP P 0 k 91 0 0 45B1-05-OC 4A45B1-05-OA-9 g 0 g kk0 k 0 ZONEDHC 0 0 o a ko k0 *0 ZONEDHC k° s k° ' k0 o ko k0 0 O s 0ko 0 k0 0 S � 0 .O OkQ 0 0 Oko p0 o oO k k Q 1k 0 0 .�k%> Q ko 0 1 ok0 p kO 'uk 0 kO a p kO k000 0 0 L j 1 •O k0kQ k0 0°Gk°� � o 'kQ k0 kp 0 k6k p k6k 1 i°k o 0 k 0 O kO o vkN p "0 0 *0 uk0k0 o o .0 o k o Zk0 1�v S k o k0 kQ � k0 0 o S �o k kO0 'p 0 .e 0 '0 s ko 0 0. .0 V, kQ 0 k •� a kk k O ka0 k V, 0 k0 kokQ kQ p k k00a k0 O O .0 kk0 k p pS 'A V 1kQ 0 o O ° a 0k 0 ' (1) a k •O o I ---- k 'L' Ok k k0 G3@1 , � pk ko r' k0 C-1@12k k0 ' kQkQ QX kQ0 k1kp kQ kQ k 1k Q kkQ 1 k0 0 1 xO 0 ko kp k Q o ko Q kx0 k0 kQ 1 ksk 1 kQ ko .0 k°0 c3 kOp 0 0 k0 'o kO 0 k0k X xo ° k Qk 0 •j a � 'k xo k kpO k1 ko k1 o ko ko 0 k1 o ? 0 k0 0 k0 ko •1 XO O S k0 koo 1 1 Q k0 k0 k ° k 0 Q kd x0 o -o 1 1xoko 0 ko o 1 kp •x0 I k0 •o 0 '1 O •o ko .O kp o ok k o k1 o k 0 k k°1 o ' Xo k k0 1 kn k0k0l k x0 _ Q xp 0 1 k x kO O p kO O )(0k o ° 1 Xp O kO O ko •O )<Op 'O k0 xO ° kO k o ° k k0 ° k0 o ° xo O k ° kO O xO O kO k.0 0 xO •O ko ko •o ° XO x'O ° X k 0 ° k 0 .0 ko 'o =55. 56' 0g=700. 00 0 ° x 0 k .0 D=4 °32575, o k o ° k O 7 .O I k O k 0 O ° k o 'O xp x° ° ko .° k k0 O .,� •1 k 0 ° k0 '1 k k0 1 k O O 'o k0 p kp ° k O� O kp k0 k ° ° XO O x xO O ko O kO •O k0 ° k O •O k0 •O ko 0 kO O XO k ° k0 ° x O xO O 'O k O 'O ko •O kO •o ko 0 ko 0 k0 k ° ° ko 0 k0 k0 I k o ° k0 NOTES: •O ko X0 •o o k0 X0 ko ° 1. MEASUREMENTS SHOWN ARE IN UNITS OF FOOTCANDLES. ° k0 X 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 ko 'o kn 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 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 B 4 FLEXALIGHTING NA ER1-30-9B-W ERIS 1 610 1 6.0 • C 3 BEGA CONVERTED BY LUMCAT V 24 134-K3 24134K3 1 1083 1 21 18.02.2019 / H.R. D 4 ARCLUCE S-MKO103US-16S-0872001D-830-16U MIKO 20W 3K 2 FT DIMM ANTHRACITE 1 1700 1 20 e E 2 FLEXALIGHTING NA ZM2-5-30 ZOOM 10 1 977 1 8.5 LU ca z tL uj z Z uj W z J WE 0 LLJ 0-w z O2z z = 0 — J LLJ > U OQ� w z? o0 J -1 W \/ a- Lu J G LLJcf) O Lu LLJ O O0¢ m J z a_ Ar— CRYAN PLTH OF P06/03/z022 ?• D. CHENEY YIC. N0. 0402060980 y /ONAL APPROVED RDC SUBMISSInni Nip 2 PROJECI 2110004 T H E W 0 R h u r L I N E + G R A D E C400 LED AREA / PARKING / STREET LIGHT ReWutl: 323.2022 LAP-2 G ProJa@Nertx: Type: FEATURES: ELECTRICAL: • Die-cast aluminium construction body an which UL, FCC certified input voltage range: t00V-277V, electrical components. 50110Hz • Die-cast integral heal sink to provide thermal Power factor>90%, THD<20% management. 72LED: Class 2 LED electronic driver. • 108LED, 141LED, 18BLED: Class 1 electronic driver. MOUNTING: Operating temperature: -401 to 40•C (11OW can own• • PMS: Pole mount arm available for 3", 4" and 5' reach+501 square pole. Provided with Integrated surge protection (6kV line - PMR. Pole mount arm available for 3"(PMR3), 4" line, 10W Iln"aM). (PMR4) and 5" (PMR5)dla. rourld pole. Optional Integrated 1OkV/1OkAsurge protection • SF: Adjustable slip fitter mount avaltable, for pipe available(SP10). installation (1-21/32"O.D to 2-3/81 • WM: Wall mount plate. Over Voltage Protect: Hiccup mode. The pourer supply shall return to normal operation only after the • Mounting arm bolts are 304 stainless steel and All power is luni again. �a. �` 1 IP56 plated steel. Shod Circuit Prated : No damage shall acMrrwhen Y MA: Available for 2.3751 sized Mast Arts Pole. any output operating in a short circuit condition. The APPLICATION • tallAvailabel for 1.900'(O.D) sized Mast Arm Pole. power supply shall be sa8+ecovery when the fauft condition is removed. For all applications in site, area, and general LED: Over Temperature Protect: 110°C lighting requiring high uniformity, excellent Color Temperature: 3000 14000 1 5000K Meets ANSIAEEE 062.41 Category C(ouldoors) vertical light distribution, reduced offsile visibility, Color Rendering Index: 70+CRI. High. reduced poll glare and effective security light Nichia LED. Waterproof (IP87) and UL Dry Damp / Wet Location levels. The LAP luminaire delivers excepth rml Lifetime: over 50,000 hours. outdoor LED drivec performance in a low -profile design. Optical lens is used to reduce glare. ROHS compliant. • Complies with Pad 15 of the FCC Rules (meets 47 CFR 15, Class B). OPTIC: • UV stabilized polveamonate lens. LISTING: • UL I CUL Named. • Listed to UL 1598 and UL 8750. • DLC listed.4 • ARRA rompllerlt(optional) • Suinbla for wet kxretion. • Tested to IESNA LM80 standards, • LM79, Lli • 5 years limited warranty. • 7 or 10 years limited warranty. (optional) 4 • IP66 Rating. • Certified to ANSI C136.31-201 Level 2 for BddgelOverpass Applications. 1 O CONFIGURATIONS I"a might RxN Lures GulPe on" TeW4 n Output thrive Gomm EPA Rating Par LED red. PhotocN6 1.4A 0.84 EPA Rnung pot Photocell B.W0. ROW4 W4ir14(Ib&W 72 12 TlBY IDEA led 7 Ind 0.851 1331.1 03 23.1711a/10.511r9 TS 128.31m e977 InsB2-0002 DRUM 124A1n 90541n multi 158 127,11m 9251 ter 1331.0{12 10B R 10Rw 16Rem 12mg,m 2.1A 0.7 0.71 Eubl 8 gamma/11511g 73 109.71n 1170Im 83-1.10G3 TIM 102 an laws) Ind 133.0003 T68 12B.8 Yn Iasi he 1144U0433 141 112 137.9W 123.59In 170491m 211A 0.T7 0.782 B3-U0A3 28.]Id1.-.It 10 T3 141W 11551. INTO Is B1u0{33 74M 120A 1n 178541n But-li TSS 131.91m 18a31 In Soul 1m TT law 11231m 216546n 34A 0.9 0.914 84-tyl Vesta me I12A1IN; TS 131.111m 2484S 1n 13/-u0-04 Dow 121.51nd 2zaezWe B&u02i3 T53 13R2 Yn 25a5am Saudi wWlpYWWN zit IllrMLNHIIN(r macaw We del sPeolYwlM.diseases, Elmenm°ns w•cm worbase. YYmra Uft YenpednLLhrmretlm UL011111I eHx I IN 0 FIXTURE A - POLE MOUNTED Wall luminaire - light emission on one side Application Wall washer with light output in one direction. This luminaires is ideally added 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 Luminaire housing constructed of die-cast marine grade, copper free (s 0.3% copper content) A360.0 aluminum alloy Clear safety glass with optical texture Reflector made of pure anodized aluminum Silicone applied rob etically 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 vodage 120-277VAC Minimum start temperature -30°C LED module wattage 16.8 W System wattage 21.O W Controllability 0-1 UV dimmable Color rendering index Rate 80 Luminaire lumens 1 1 0631umenS 4000 LED service fil (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 yearn after the purchase of LED luminaires -see websbe 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, as well as optionally available RAL and custom colons, are a polyester powder. Available colors ❑ Black (BLIq ❑ White (WH7) ❑ RAL: ❑ Bronze (BRZ) ❑ Silver (SLV) ❑ CUS: ❑ B A C . Wall Luminaire Light emission on one side LED A B C 24134 16.BW 7 7 BIG Type: BEGA Product: Project: Modified: LED AREA / PARKING / STREET LIGHT LAP-2 G Polar Candela Distribution (TYPE 3 medium + House Shield) Polar Candela Distribution (TYPE 3 medium) 4 s . •,. 4 a .�i4�i ORDERING INFORMATION Dowmvard Street Side 8,120.0 92.1% Downward House Side 7015 8% Dow tre d Totul 8,8215 100% Downward Street Side 7,304.4 62.2% Downward HouseSide 4,448.7 37.9% Downward Total 11,753.1 100% r • B.nn. 7 .. -r MODEL LED COLORTEMP. DISTRIBUTION VOLTAGE DIMMING FINISH LAP-20 1741115K 3-00-OR T2 type ll ® UNV 120.27TV(SMJ DM 0.1ov BZ Deck Brame 10SLED -40K 108W(60LEDa) 4000K 347 34N Dimming RALM019(Sal.) T3 Type 111 141LED 141W(BOLEDs) .50K 5000K (SN.) 480 480V (Slid) 18SLED x=LED 1BBW(120LEDs) ClsMmaed watlagal Lumen Package ° , •waBlxmrwwwx t•m•„ MLmlm. 1renwwends; T4M Type IV Medium ® T58 Type V Shad T5 Type MOUNTING OPTIONS SF Slip Filter HIS House ShleM LRDa09S-x 0.10V Dimming Control Mentors!hbMow step WIN Wall Mount RC NEMAtelpt ck rocs de only andwntrols rim and Smart dim Occupancy Sensor rR emote PMS Soars Pole Mount Arm 90 RC7 NEMA 7-were receptacle col rocontrole ) Po9 ) pit remmeble See note Ito select lane fork PMR3 3°Round Pole Mount Arm TLPC7 3-Pin Receptacle and Twin Lock Lad Photocell Installed 120V LRD-509E-x IPEB rated integrated 0.10V SmdMlM or multilevel PMR4 4°Rourd Pole MOurtAmt TLPC2 3-Pin Receptacle and Twist Lads Photocell Installed 277V NgMow dim control occupancy sensor(111 remote PMRS 5'Round Pole Mount Arm TLPW 3-Pin Receptacle and Twin Lark Photocell Installed 120V-277V Pogmmmable),(See note 7 to select lens for'x) BB MA Ibdzomal Term Mount TLPC4 3-Pin Receptacle and Twin Lock Photocell Installed 480V RS-LRD Remote programmer for LRD-509S and LRD-309S (Mount; to Y IP, 2.375" O.D) TLPC-SC Shading Cap P8C-BLE-SR MCWong 0-10V Bi-level passive infrared (PIR) MA2 Hodzlxrtal Tenon Mount Its Remote handheld mnTOuntion tad for FSP-211 occupancy sensor with dinni for Bluetooth Mesh in pAountsro l-10IP, 1.900 OA) •cawarawnnnnlegga. Silvairenabed SP70 Integrated 1OkV/1DIVA surge protection ARRA Assembled in USAfor Buy American ad FSP-211 0.10V Dimming Control Occupancy Sensor 12 BR Bit Guar, Stainless Steel Spikes FSPi Lem OFreight (up to 4rdiameter) 07W Optional 7 Years Limited warranty �(L2) (11.3) FSP-L3 Lem ®20'halght(up to 40'dbmust o1OW Optional 10 Years Limited wananty' (L7) FSP-L7 Lem G 40height(up to 100'diameter) REM18 Remote 16W Emergency Battery Backup (CEC Compliant EMI in black finish 10^' 316 316 Stainless steel mounting an bob NOTES: 7. A: Standi tone shape lama ®16 height (up to we toersdon 1. Meet spedy lens. (12, LT, L7) B: seem wide care shape Lem,)g 10' height (up M BO' cavemaga) 2. Demutt eetags am The 24 compliant far all spaces Net do net squire dayligh ing. G: High bay cone he, Lens /930' height (up M 90'toverege) For spaces Mat do retail it, adiustineets will be nacessaryfor the Hold Off select antl the Phole eN Reactions. 0 Standard hound shape Lens 49 20' height (up to 40' awarage) 3. DesignLights Comortlurmebi qualMed product. Not all versions of Nis product maybe Di cussed. F: Fxtra wide dome shape Lens@ 20' height (up 0 Bo' coverage) Please check Me Di Qualified Products List at wwwdesanl'oMaoNOPL toconitrmwhkhverslanearequelned. G: Aisle way emh shape Lane ®4m Might (up to 120'mveme.) 4. This limbed warranty covers eloorkal pads only and does not apply to labor, equipment lease, H: High bay dome shape Lens@ 50'might (up 10Bar coverage) or defect from Improper installation or operatic. 8. Oter'RSLRD' to adjust sensor setting. 5. Standard dimming 0-101 ANSI C138A1, Phobwll and shotng ®p by others. 9. Di is not evailebie. B. Its default semng can be found an Me Hill Insudiall Instructions, 10. Only available with Well Mount. 11. Remote Box is ULiSN recognized IPBB, letter rated, and ambient tempueture up to mic. •� UIa13MA LROPI),UGHTING m tiarai dowinga dhomMa VM Name li 2 wv+seledbaaa.msm nsmvtle rem anm wiz wMxO Ptr,ces. wrxxbm, prediimRwmneem. Bollard lights Generated on: 06-02-2022 8:59 Pon m Arcluce BEGA Project BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info®bega-us.com 0uebtMdP,unu insured Ilghamp Pmdeartlwa®°,d•Im tmhroo lm, xminNm MhwthY sheet YvuNMrod,enpe atthe swmetlun of BE" verb weeks. Foreemmr wmmteci data Please rank. begsus- owpwlamaEanzcet ulwewd xnwzt TYPE Catalog# NOTES MIKO Bollard miko Arcluce Code Code Ref. S-MKO103US-16S Installation a IES photometry u 0872001D-830-16US instructions TECHNICAL INFORMATION 7 Light source: LED, 3000K CRI-80 # Light efficiency: 851mAV Power luminalre: 20W, 17001m LED INe time: > 60000h - L80 - B20 (Tod 25°C) �KOS High consistency: Wiring:g: 1212 0-27N 60HL DIMM I� Optics: radial Color: Grey -16 Weight: 6.721to Sim: A 0 7" 7/8 eOw B: 3" C: 23" 5/8 Construction • Die-cast aluminium body (EN 47100). Listings • Interlek certified to U.S. and Canadian 0.54 k' • Extended aluminium pole. standards suitable for wet locations (ETL • Double layer polyester powder paint mark). resistant to corrosion and salt spray fog. • Suitable for mounting within 1.2 in (4 fl) of • Silicone rubber gaskets. ground. • AISI 316 stainless steel external screws. • Rated IP66 per EN60598. Electrical & Optics • Luminaire rated for-30°C minimum ambient. • High quality LED sources characterized • Universal input voltage: 120-277V according to IES TM-30, with high color 51 consistency <3SDCM and long useful life • 0-10V dimming available. >60000 holm at LBO. • Wiring on removable galvanized steel Installation troy. • High -efficacy LEDs with standard 30001 • Surface installation. 4000K (2700K or other CCTha available • Die-cast aluminium base (EN 47100) for on request). anchoring with rawlplugs. • PMMA lenses for LEDs. • Supplied with steel base plate and j-shaped • Screen made of 3/16" thermal -shock anchor bolts. resistant tempered glass. • Available on request zino-plated steel pillar for reinforced anchoring. • Supplied with power cord (I all conductors). ERIS design: Roberta Metal Supply current Power Courant d'alimentation Pouissance Comente its alimentaci6n Potencia 24VDC 7W ®v r ���� ���� ��•� • 111 m Code Construction Construction du cede prodult ERi XXI 91XIXI Conslnlcckin del c6digo de producto ODIorT rnp. ER1®Temp• Finishing Flnman Beam Beam angle r lespwdtlmdepNar Acetates Angulo del him 27 27OCK B w11ike S 36° ® Burnt M 46° 35 3500K N Black W so° 40 40DOK Ndr Nagai X 120° CU Custom TB lnaellmm MP-RO70 1101070 Mounting Plate Mounting Plans with 70mm Hole ®enmpen with Hale cw^m C e tmanmm a taampl c. mmmpmn c-mwpoin \� c A \ 6 A IC XxdnP \ - IC064RO1070 AT054RO1070 Pacessetl Box for Air Tight Racessetl Bon is. Insulated Ceiling with for Insulated Codling with I01 70mm Hole 70mm Hole 0 IN FIXTURE B - CANOPY IP RATED PROJECTORS ZOOM 10 Supply current Power Courant current PouiSSance Cemients de alimentacon Potencia design: Lapo Gruel 500MA (VI 18V) 10W a160mm100mm(3.93')m �❑ IP65 0. OCT Flux CRI Adjustable optics 2700K 9211m tiff+ Optique rbglable Optics alustable 3000K 9771m tiff+ 10-55° 3500K 1o161m 9a+ 4000K 10551m 98+ t Dim Warm 7251m 95 legaK-3000N Code Construction Construction du code prodult Construci del o6tllgo tle producto ZM2IXIXX, ZM2 Finishing ® OOIOrTenrp. Adjustable optics Ramona Tempaearewaleur OItwide tglable Acabedce TempemMmdeaM gangs alustable 2Alunium r17 2700K 10-55° Aluminum 3000K iduliito 5 Back 35 3500K � m 404000K s Borize pW DlmWafm t obmlm Optionals - Accesedres - Accesodos 41.5mm alemm CP0022 (1.611 0.241 Fart spike m Piquet de terra lsemm Pico tle Is fiene (4.721 w 0 Q U Drivers Parallel wiring o 0 0 Alimentateurs Gil an parallLle Alimetadom Cableado an parelelD - DLO10-024-10OVD WOW0-10V Dimming Dimming Rmg6:1% UJ Min.1/Mm 10 RMtrea per Diver Pbase DLELD-024-1001V 96W Constant Voltage Dimming Range: 10% Min. 1/MM. 10 Fixtures per Driver When 2-wine Phax LTEALY.1 LTEALY.2 - HI-Lume2-Wire Phase HI-Lume2-Wlm Phm 40W Constant Voltage 96WComhdm Valbge Dimming Range. l% Dimming Range: l% Min. Val 5 Fixtures per Driver Min. 1/Max lO Fataes per Diver Luther Ecos m rate LDE.CV1 LDE.CV2 Hi-Lume Ecosystem Hi-Lume Ecosystem 40W Constant Voltage 96VV PAretant Voltage Dimming Range. I% Dimming Range: l% Min. 1/Max. 5 Fixtures par Driver Min. Islas. lO Fixtures per Driver Accessories-Accessoiras-Plxasorios ZTC10U Plasterboard recessing frame 44mm Bother d'encastrement on") rF rff pour plaques de pills = 70mm Gelatin pare places - 1236D de year 12anm(i LOD1 NOW the filter must to ordered Low luminance louvre ORA r with de lighting fixture NOW efine doted etre wmmat4 an Filtre basse luminace mEme Temps querappaheu Flhro de bola luminancia ztepedimseluntocm INaad a hurries Drivers Series wiring re Alimentateurs COblege an sl6ide Alimenteloras Cablwdo an se le + alw FLEKA-WPRO-CC-10V Programmable 6DW CC 0-10VOimmim Dlmming Range: 0.1% Min. 1/11fiepe 3 Fbmms per Driver Phase FLEXA-12-500-CFELV FLFX11-23-500-CFEIY 12W 500mA Constant Curtail 23W wool Constant Current Dimming Rmga: 10% Dimming Range: 10% Min. 1/Max.1 Futures per Driver Min. ZTI 2 Fa sums per Diner M6m2-wits Rex LTEA2 LTFA3 Hi-Lume 2-W1re Phase HI-Lume 2-Wire Phase 500MA Conshmt Clsrem 501 Constant current Dimming Rmge: 1% Dimming Range: l% Min. 1/Max 2 Fbtturea per Driver Min. 2113 Ffibrres per Driver LWm Emy910m LDEA LDE.2 HI-Wme Ecosystem HI -Wm Ecosystem Premer 500MA Constant Current 501 Constant Current Dimming Range: 1% Dimming Range: l% Min. 1/Mma 1 Fixtures per Driver Min. 2/Max.2 Fixtures per Driver 3 W 0- LL1 r 0 z � 70 UJ O Q z J 0 LLI J �>/� w � VJ 1._ Q LLI Ib O p Q NJ z Q 2 U r J Q W Q z J J U I..L LSLJ G O O 0- TH OF;_� 0610312022 ? 1 RYAN D. CHENEY Y I Ic. No. 0402060980 % h"IllikONAL ENG` APPROVED RDC SUBMISSION NO. 2 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E See accessories in the next page Arcluce North America Inc. 333 Bush Street- San Francisco, CA 94104. Ph. +1 (408) 655-6275- export4@arduco.a arcluce-uu tom 390 OFIXTURE C -WALL SCONCE O FIXTURE D- BOLLARDS O FIXTURE E-PROJECTOR C4m 1 PRELIMINARY NOT FOR CONSTRUCTION TYPICAL WINDOW GLASS NOTE: WINDOW GLASS IN THE ENTRANCE CORRIDOR SHOULD MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. SPECIFICATIONS ON THE PROPOSED WINDOW GLASS SHOULD BE SUBMITTED WITH THE APPLICATION FOR FINAL REVIEW. NEW CORNICE - METAL COPING NEW STUCCO FINISH -COLOR EXISTING STEEL WIDE FLANGE TO REMAI N - NEW PAINT - color 3 —. NEW STEEL CANOPY WITH KALWALL PANELING NEW STOREFRONT NEW STUCCO FINISH - COLOR 2 STEEL COLUMNS - PAINTED COLOR 4 7 2 SOUTH A2.1 1/4" = 1'-0" b] C char Dottesvo00e orthdpaedc center I- IN 1 WEST An 1/4" = 1'-0" 0 29-2" Qfl T.O project Charlottesville Orthopaedic 2275 Seminole Ln, Charlottesville, VA 22901 for: Dr. Nielsen job number: 17019 drawing: EXTERIOR ELEVATIONS revisions: Date 1 NEW METAL SUN SHADE - CLEAR ANONDIZED drawn by: checked by: r Plan KH Checker 0' 6' copyright: © 2017 brwarchitects, P.C. Floo B R W R C H IT E C T S 0' 0' 112 fourth street ne charlottesville virginia 22902 fax 434.971.7166 phone 434.971.7160 w .brucewardell.com approval seal date 06/06/2022 ARB RESUBMISSION sheet A2.1 PRELIMINARY NOT FOR CONSTRUCTION I 0 N N 0 0 1 � Building Elevation - Looking North A2.2 1/4' = r-0" MECHANICAL EXTERIOR UNITS - WALL MOUNTED nd Floor Plan _ 10'-6" NEW STOREFRONT MECHANICAL EXTERIOR UNITS GROUND MOUNTED rh First Floor CA2.2 Building Elevation - Rear 1/4" - 1'-0" PAI TRII PA CL O h NOTE: DUMPSTER SCREEN COLOR WILL BE PAINTED TO MATCH THE'DARK COLOR ON THE BUILDING FACADE. O O 11 O O Q O PAINTED WOOD TRIM, TYP. PAINTED WOOD CLADDING, TYP. O J O FRONT PARAPET BEYOND NEW ROOFING ON EXISTING STRUCTURE NEW PARAPET AND STUCCO CORNICE NEW GUTTER AND DOWNSPOUTS REFINISH & PAINT EXISTING STUCCO AS REQUIRED NEW STOREFRONT WINDOWS IN EXISTING FRAME WALL EXISTING STEEL WIDE FLANGE TO REMAIN - NEW PAINT EXISTING MASONRY WALL - PAINT TYPICAL WINDOW GLASS NOTE: WINDOW GLASS IN THE ENTRANCE CORRIDOR SHOULD MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 307o. SPECIFICATIONS ON THE PROPOSED WINDOW GLASS SHOULD BE SUBMITTED WITH THE APPLICATION FOR FINAL REVIEW. 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 R C H I T E C T S 112 fourth street ne charlottesville virginia 22902 fax 434.971.7166 phone 434.971.7160 w .bwcewardell.com approval seal u 3 Dumpster Typical Side Elevation n n 1/4" = 1'-0" 4 Dum ster En A2.2 1/4• = r-o° Access Elevation date 06/06/2022 ARB RESUBMISSION sheet A2.2