Loading...
HomeMy WebLinkAboutSDP202000005 Plan - Other (not approved) 2020-06-16l LV1O-LIINCIVMMVC, LLU 874 RIO ROAD MINOR SITE PLAN AMENDMENT SDP202000005 ALBEMARLE COUNTY, VIRGINIA PROJECT SUMMARY NAME OF PROJECT: LOCKWOOD BROADCASTING OFFICES + PRODUCTION STUDIO PROJECT LOCATION: 874 RIO EAST COURT ALBEMARLE COUNTY, VIRGINIA DEVELOPMENT TYPE: REDEVELOPMENT/ BY -RIGHT PREVIOUSLY APPROVED SITE PLANS: SDP1996-100 SDP 1997-39 SDP 1997-091 APPLICANT/OWNER: CONTACT: DAVE HANNAH JK INVESTMENTS, LLC ADDRESS: 220 SALTERS CREEK ROAD HAMPTON VA 23661 PHONE: - EMAIL: DHANNA@LOCKWOODBROADCAST.COM ENGINEER OF RECORD: CONTACT: LINE AND GRADE CIVIL ENGINEERING DANIELC. HYER, PE ADDRESS: 1134TH STREET NE; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 434-262-0169 EMAIL: DHYER@LINE-GRADE.COM SOURCE OF TOPOGRAPHY: SOURCE: ACTUAL GROUND SURVEY (SEE SHEETXI.0 FOR SIGNED SURVEY) CONTACT: DRAPER ADEN AND ASSOCIATES CHERYL STOCKTON ADDRESS: 110AVON STREET CHARLOTTESVILLE, VA 22902 PHONE: 434-295-0700 EMAIL: CSTOCKTON@DAA.COM PARCELS: TMP 61-124C ZMA ZMA-1996-00004 PARCEL I D: 06100-00-00-12400 ZONED: PLANNED DEVELOPMENT MIXED COMMERCIAL(PD-MC) OVERLAYS AIRPORT IMPACT; ENTRANCE CORRIDOR; STEEP SLOPES MANAGED LEGAL AREA: 1.21 ACRES 52,708 SF TOTAL LEGAL AREA: 1.21 ACRES MAGISTERIAL DISTRICT: RIO PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: PER25A.6->21.4 MAX HEIGHT ALLOWED= 65 FT EXISTING BUILDING HEIGHT= 14 FT PROPOSED BUILDING HEIGHT= (no proposed bulding height) 14 FT SETBACKS: Per4.20 PRI MARY STREET (RIO EAST COURT) MIN FRONT YARD = 10 FT PRIMARYSTREET(RIO EAST COURT) MAX FRONTYARD= NONE REQUIRED SECONDARYSTREET (RIO ROAD EAST, ROUTE 631) MIN FRONTYARD = 10 FT SECONDARYSTREET(RIO ROAD EAST, ROUTE 631) MAX FRONTYARD= NONE REQUIRED SIDE AND REAR (ADJACENTTO COMMERCIAL) = NONE REQUIRED SCREENING: ADJACENTTO COMMERCIAL NONE REQUIRED PER 32.79.7 SEE LANDSCAPE SHEETS FOR SPECIFIC SITE ELEMENTS TO BE SCREENED FROM PUBLIC STREETS BUILDING FOOTPRINTS: EXISTING BUILDINGS EXISTING BUILDING 10,548 SF EXISTING BUILDINGSTOTAL= 10,548 SF PROPOSED BUILDINGS PROPOSED BUILDING 0 SF PROPOSED BUILDINGSTOTAL= 0 SF LAND USE: OFFICE, GENERAL(G.F.A) 10,548 SF OFFICE, GENERAL N.F.A=0.8*G.F.A 8,438 TOTAL PARKING PROVIDED: TOTAL PROVIDED PARKING = 58 SPACES HANDICAP SPACES = 3 SPACES TREE CANOPY COVER: SEE LANDSCAPE PLAN MAXIMUM NUMBER OF EMPLOYEES=40 STANDARD ABBREVIATIONS ABAN ABANDON NIC NOT IN CONTRACT AC ACRES N.T.S. NOT TO SCALE ADJ ADJUST NB NORTHBOUND APPROX APPROXIMATE OC ON CENTER ASPH ASPHALT OD OUTSIDE DIAMETER k BASELINE PRKG PARKING BLDG BUILDING PROJ PROJECT BM BENCHMARK PROP PROPOSED q CENTERLINE PVMT PAVEMENT CF CUBIC FEET PM PAVEMENT MARKING CG CURB AND GUTTER REM REMOVE CONC CONCRETE ROW RIGHT-OF-WAY CONST CONSTRUCTION RT RIGHT DI DROP INLET R&D REMOVE AND DISPOSE DND DO NOT DISTURB R&R REMOVE AND RESET EB EASTBOUND R&S REMOVE AND STACK EL ELEVATION SB SOUTHBOUND EX EXISTING SF SQUARE FEET FND FOUNDATION SSD STOPPING SIGHT DISTANCE GRVL GRAVEL STA STATION HC HANDICAP SW SIDEWALK ID INSIDE DIAMETER TEMP TEMPORARY LA LANDSCAPED AREA TRANS TRANSITION LF LINEAR FEET TYP TYPICAL LOD LIMITS OF DISTURBANCE WB WESTBOUND LT LEFT WSEL WATER SURFACE ELEVATION MAX MAXIMUM MIN MINIMUM ME MATCH EXISTING ALIGNMENT/GRADING ABBREVIATIONS BC BACK OF CURB PCC POINT OF COMPOUND CURVATURE BR BOTTOM OF RAMP PI POINT OF INTERSECTION BVCS BEGIN VERTICAL CURVE STATION PNT POINT BVCE BEGIN VERTICAL CURVE ELEVATION PR PROPOSED ELEVATION BW BOTTOM OF WALL PRC POINT OF REVERSE CURVATURE D OR A DELTA ANGLE PT POINT OF TANGENCY EG EXISTING GRADE PVC POINT OF VERTICAL CURVATURE EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION EVCS END VERTICAL CURVE STATION PVT POINT OF VERTICAL TANGENCY EVCE END VERTICAL CURVE ELEVATION R RADIUS FG FINISHED GRADE TAN TANGENT DISTANCE FL FLOWLINE TC TOP OF CURB HP HIGH POINT THT THROAT INV INVERT TR TOP OF RAMP L LENGTH TW TOP OF WALL LP LOW POINT STA STATION LVC LENGTH OF VERTICAL CURVATURE SP SADDLE POINT PC POINT OF CURVATURE OFF OFFSET SHEET LIST TABLE SHEET NUMBER SHEET TITLE CO.0 TITLE SHEET C0.1 GENERAL NOTES CO.2 ZMA APPROVAL C1.0 EXISTING CONDITIONS AND ESC AND DEMOLITION PLAN C1.1 DEMOLITION AND EROSION & SEDIMENT CONTROL DETAILS C2.0 SITE PLAN AMENDMENT C2.1 SITE DETAILS C2.2 SPECIFIC SITE DETAILS C3.0 LANDSCAPE PLAN C3.1 PLANTING DETAILS C4.0 MATERIALS PLAN X0.0 TOPOGRAPHIC SURVEY 874 RIO E. CT. SUBMITTAL LOG SUBMISSION DESCRIPTION RECIPIENT SUBMITTAL DATE 1 100% ALBEMARLE COUNTY 01/15/2020 COMMUNITY DEVELOPMENT 2 100% ALBEMARLE COUNTY 6/11/2020 COMMUNITY DEVELOPMENT 3 100% ALBEMARLE COUNTY 06/15/2020 COMMUNITY DEVELOPMENT SIGNATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT UJ 0 z oC W w z C7 z W J > U Lu z J z ILL] G Q � z Q w 0�� Q z� 0 J O Lu W 0-0 W Lu rro CO 0 a z 2 Pvrl!H Op 0 0611512020 2 DANIEL C. HYER Lic. No. 45596 IONAL 16� APPROVEL DCH SUBMISSION NO 3 PROJECT 1910500 T H E W 0 R K O F L I N E + G R A D E VICINITY MAP ; LOCATION MAP ; SCALE: 1" = 20,000' SCALE: 1" = 500' Como GENERAL CONSTRUCTION NOTES: UTILITIES: CONCRETE AND ASPHALT: l LV1O-LIINCIVMMVC, LLU 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. 9. SATELLITE DISHES CAN ONLY RECEIVE TRANSMISSION SIGNALS. BROADCASTING IS NOT PERMITTED. 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. 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. 2. 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 3. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE. 5. 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. 6. ALL TRAFFIC SIGNALS SHALL BE ADJUSTED AS DEEMED NECESSARY BY THE ENGINEER PRIOR TO ANY TRAFFIC CHANGES. 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. UTILITY INFORMATION: COMM.: COMCAST CENTURYLINK DOMINION VIRGINIA POWER LUMOS NETWORKS INC WATER: RIVANNA WATER AND SEWER AUTHORITY STORM SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY SANITARY SEWER: RIVANNA WATER AND SEWER AUTHORITY WETLAND IMPACTS: NONE THIS SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. SURFACE COVERAGE INFORMATION: PARCEL AREA: 1.21 AC (52867.2 SF) DISTURBANCE AREA: 0.18 AC (8,032 SF) EXISTING IMPERVIOUS AREA: 0.920 AC (40,060SF) PROPOSED IMPERVIOUS AREA: 0.822 AC (35,815 SF) PERCENT INCREASE IN IMPERVIOUS AREA:--10.5966% EXISTING PERVIOUS AREA: 0.293 AC (12,797 SF) PROPOSED PERVIOUS AREA: 0.391 AC (17,042 SF) 12 DIGIT HUC CODE: 0208-0204-0401 ADJACENT PROPERTY INFORMATION: 1. OWNER: SOVRAN BANK NA ZONING: HIGHWAY COMMERCIAL TAX MAP: 61; LOT 124E2 PARCEL: 06100-00-00124E2 PRESENT USE: OFFICE (FINANCIAL) 2. OWNER: MAKIKA PROPERTIES LLC ZONING: HIGHWAY COMMERCIAL TAX MAP: 61; LOT 124E1 PARCEL: 06100-00-00-124E1 PRESENT USE: MINIATURE GOLF COURSE 3. OWNER: LINUS REALTY LLC ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL TAX MAP: 61; LOT 124131 PARCEL: 06100-00-00124 B 1 PRESENT USE: OFFICE (LAW) BENCHMARK "A" CHISELED SQUARE \ ELEV.: 521.84 O G� \�N, i O 80.445 pp - - - - - - = S150 52' 58.69"W 15' VEP 0 EASEVENi O DB 15\4 PG 662 4 4 4 4 044444 4 \\ \ i404i4 i444i404444 4 4 4 4 0 ' I I 01 � BENCHMARK 1" = 10': 0 10 20 GENERAL SURVEY NOTES: TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (SEE ATTACHED SURVEY) BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED) VERTICAL: NAVD-88 (GPS DERIVED) BENCHMARKS: (SEE IMAGES ABOVE) SUGGESTED CONSTRUCTION SEQUENCING: c I 1. PROTECT ADJACENT AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES. 2. INSTALL PERIMETER CONTROL MEASURES AS INDICATED ON PLANS INCLUDING SAFETY FENCE, SILT FENCE, AND TREE PROTECTION. 3. CLEAR AND GRUB EXISTING GROUND COVER AND DEMOLISH EXISTING ITEMS MARKED FOR DEMOLITION. 4. GRADE SITE TO FINAL GRADES PER PLANS. 5. FORM AND INSTALL CONCRETE WORK. 6. STABILIZE ALL AREAS AND REPAIR ANY EROSION AND REMOVE ANY SEDIMENT. 7. INSTALL REMAINING SITE FEATURES. 8. DRESS AND OVERSEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER. 9. REMOVE PERIMETER CONTROL MEASURES. UJ 1 0 z oC w w z C7 z w Lu z J z CW G Q z Q W > 02> Q P- z� O J 0 W W GE W Lu m 0 a z 2 v J LLJ 0 z NQ I..L LL] z LL] 0 �P TH Op %�' 0 0611512020 2 DANIEL C. HYER Lic. No. 45596 IONAL 16� APPROVEL DCH SUBMISSION NO 3 PROJECT 1910500 T H E W 0 R K O F L I N E + G R A D E l LV1O-LIINCIVMMV11, LLU AMA 6f6 ~off COUNTY OF ALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 296-5823 July 25, 1996 Donald J. Wagner P. O. Box 5526 Charlottesville, VA 22905 RE: ZMA-96-04 Encore Investments Limited Partnership Tax Map 61, Parcels 124A, 124B and 124C Dear Mr. Wagner: The Albemarle County Board of Supervisors, at its meeting on July 17, 1996, approved the above -noted request to rezone approximately 11 acres from CO and R- 10 to PD-MC. Please note that this approval is subject to the attached proffers. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me. Sincerely, V. Wayne Cilimbe� Director of Planni mmunity Development V WC/jcf cc: Ella Carey Jo Higgins Amelia McCulley •I• #I% I Original Proffer Amended Proffer X_ (Amendment # ) PROFFER FORM Date: G e � ZMA Tax Map Parcel(s) # G [ -1,2-4 , 2.qC_ Acres to be rezoned from - (t7 to Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. These conditions are proffered as a part of the requested rezoning and it its agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. Signatures of All Owners At Printed Names of All Owners Date . ' Signature of Attorney -in -Fact (Attach Proper Power of Attorney) PROFFORM.WPO Rev. December 1994 Printed Name of Alto mey-in-Fact J' I 22.0 Ca*MCIAL - C-1 23.0 COtRKERCIAL OFPICH - CO 22.1 INTENT, WHERE PERMITTED 23.1 INTENT, WE)ERE PERlfITTID C-1 districts are hereby created and may hereafter be established by amendment to the zoning map to permit selected retail sales, service and public use establishments which are primarily oriented to central business concentrations. It is intended that C-1 districts be estab- lished only within the urban area, communities and villages in the comprehensive plan. (Amended 9-9-92) 22.2 PERMITTED USES 22.2.1 BY RIGHT The following uses shall be permitted in any C-1 district subject to the requirements and limitations of these regulations. The zoning administrator, after consultation with the director of planning and other appropriate officials, may permit as a use by right, a use not specifically permitted; provided that such use shall be similar to uses permitted by right in general character and more specifically, similar in terms of locational 'requirements, operational character- istics, visual impact and traffic generation. Appeals from the zoning administrator's decision shall be as generally provided in section 34.0. a. The following retail sales and service establishments: 1. Antique, gift, jewelry, notion and craft shops. 2. Clothing, apparel and shoe shops. 3. Department store. 4. Drug store, pharmacy. 5. Florist. 6. Food and grocery stores including such specialty shops as bakery, candy, milk dispensary and wine: and cheese shops. 7. Furniture and hone appliances (sales and service). B. Hardware store. 9. Musical instruments. 10. Newsstands, magazines, pipe and tobacco shops. 11. Optical goods. 12. Photographic goods. -145- (Supp. 1168, 9-9-92) CO districts are hereby created and may hereafter be established by amendment to the zoning map to permit development of administrative, business and professional offices and supporting accessory uses and facilities. This district is intended as a transition between resi- dential districts and other more intensive commercial and industrial districts. 23.2 PERMITTED USES 23.2.1 BY RIGHT The following uses shall be permitted in any CO district, subject to the requirements and limitations of these regulations: 1. Administrative and business offices. 2. Professional offices, including medical, dental and optical. 3. Financial institutions. 4. Churches, cemeteries. 5. Libraries, museums. 6. Accessory uses and structures incidental to the principal uses provided herein. Such uses in combination shall not occupy more that twenty (20) percent of the floor area of buildings on the site. The following accessory uses shall be permitted: -Eating establishments; -Newsstands; -Establishments for the sale of office supplies and service of office equipment; -Data processing service-; -Central reproduction Ana matting services and the like; -Ethical pharr+acies. lat..,rator:es and estabishments for the production, fitting anl,nr sale of optical or prosthetic appli- ances on sites containing medical, dental or optical offices; -(Repealed 3-17-82) -Sale/service o: Roods associated with the principal use such as, scores, text - but not limited tu. lmcscand dancing eshoeamandcapparel. (Added books, artist's suPV 12-3-86) _ 1Sunn. 068. 9-9-92) �axI -)I Original Proffer Amended Proffer (Amendment #_, PROFFER FORM Dale: 7/10/96 ZMA, # 96-04 Tax Map Parcel(s) #_ 61-124A, 124B, 124C 7' 84 Acres to be rezoned from R-10 to PD-MC 3.24 o n n n a CO. it PD-MC Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listedbelow which shall be applied to the property, if rezoned. These conditions are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. (1) SEE REVERSE Encore Investors Ltd. Partnership Signatures of All Owners Printed Names of All Owners Dale By: Great Eastern Manaaement Co_I -711 ( By: Donald J agner,Zesident Signature of Attorney -in -Fact Printed Name of Attorney -in -fact (Attach Proper Power of Attorney) PROFfcPM WPO 4.0 _ HIGHWAY-CONMIERICIAL - HC 24.1 INTENT, WHERE PERMITTED HC districts are hereby created and may hereafter be established by amendment to the zoning map to permit development of commercial establishments, highway locations r than shopping centers, primarily or rather than to central business concentrattions. it is intended that HC districts be establishedon major highways within the urban area and communities in the comprehensive plan. It is further intended that this district shall i.al be for the purpose of limitis9tesrwithnadequate frontage and development by providing depth to permit controlled access to public streets. 24.2 PERMITTED USES 24.2.1 BY RIGHT The following uses shall.be permitted in any HC district these subject to the requirements and limitationteorfconsultation regulations. The zoningadministrator, with the director of planning and other tappropriate not officials, may permit, as a use byshall be specifically permitted; provided that s'lecharacter, and similar to uses permitted by right in general more specifically, similar in terms of locational act and requirements, operationaealsafromchractethetzoningvisual administrator's traffic generation. APp decision shall be as generally provided in section 34.0. 1. Automobile laundries. 2. Automobile, truck repair shops. 3. Automobile service stations (reference 5.1.20). 4. Building matcrlais sales. S. Churches, ccrrc:crlcs. low es, c='�= fraternal, patriotic (reference 6. Clubs, 5.1.-1. 7. Convenience sz2res. 8. Educatiena-, :ecnnical and trade schools. ' g. FactorY out.e: sales - clothing and fabric. 10. Feed and seec stores (reference -150- N 73- o_ 55" W 282.08, 2'S 00r w N 0 0 0 N Pa_* of R_`j ZICT= &P-17A s' r Pa-*-zel 124C �N 'r' Tax Map 61 0 7.30 aces Zoned R10 w e N 0 c C N Lin i` in �N 0 N 73' 55' 55" W 282.08' Pa-*-t of Pa=al 124C \ Tax ?tan 61 0 - 94 Acres Par- P-. 124B Zoned G7 Tax Man 61 1.21 Armes Zoned a Panel 124A Tax Mao 61 1.09 Aces Zoned C:J RZO RCAD ROUT` 6:31 Enclosure 1 to Prof: e-rs Rio East Comateaze3 eat Area 0 100 200 11. Financial institutions. 12. Fire extinguisher and security products, sales and --- 13. Fire and rescue squad stations (reference 5.1.9). 14. Funeral homes. 15. Furniture stores. 16. Food and grocery stores including such specialty shops as bakery, candy, milk dispensary and wine and cheese shops. 17. Home and business services such as grounds care, cleaning, exterminators, landscaping and other repair and maintenance services. 18. Hardware. 19. (Repealed 6-3-81) 20. Hotels, motels and.inns. 21. Light warehousing. 22. Machinery and equipment sales, service and rental. 23. Mobile home and trailer sales and service. 24. Modular building sales. 25. Motor vehicle sales, service and rental. 26. New automotive parts sales. 27. Newspaper publishing. 28. Administrative, business and professional offices. 29. Office and business machines sales and service. 30. Eating establisrvnent; fast food restaurants. 31. Retail nurseries and greenhouses. 3Z. Sale of major recreational equipment and vehicles. 33. wayside stands - vegetables and agricultural produce (reference S-1.19). 34. wholesale distribution. -151- (Supp. 03, 6-3-81) l I. Only the following uses shall be permitted as a matter of right: a. All uses permitted under Section 23.2.1 of the Albemarle County Zoning Ordinance as it exists on June I0, 1996, a copy of which is attached. b. Office and business machine sales and services, as permitted under Section 24.2.1.29 of the Albemarle County Zoning Ordinance as it exists on June 10, 1996, a copy of which is attached. C. Barber and', beauty shops, as permitted under Section 22.2.1.b.2, and health spas, as permitted under Section 22.2.1.b.8, of the Albemarle County Zoning Ordinance as it exists on June 10, 1996, a copy of which is attached hereto. 2. Except as expressly permitted as a matter of right pursuant to Proffer 1, all uses otherwise permitted as a matter of right in Sections 22.2.1 and 24.2.1, as well as those uses permitted only by special use permit in Sections 22.2.2, 23.2.2 and 24.2.2, of the Albemarle County Zoning Ordinance as it exists on June 10, 1996, copies of which are attached hereto, shall be permitted only by special use permit. LU 0 Z W W Z Z W J U LU z J 1 z w Q z Q W O� Q z� 0 J O LLJ W � 00 LL] Into m O a z 2 Pvrl`H 0p 0 0611512020 2 DANIEL C. HYER Lic. No. 45596 IONAL 16�60 APPROVEL DCH SUBMISSION NO 3 PROJECT 1910500 T H E W 0 R K O F L I N E + G R A D E C002 T. M. 6/ PARCEL 124E/ T. M. 6/ BARCEL 124E2 MAKIKA PROPERTRIES, LL C I I SO VIVAN BANK NA ZONING: HC � HC ZONING: I I i USE.• l`�I/IVIA TORE GOLF I USE- COMMERCIAL SANK 30" OAK COURSE I I 0 0 S l2°5/'48" W 23.00'\ / 6 " CHERRY 8" TR I / J 36" OAlY 8' CHAINLINK Y LIM Q' — — — _ _ _ 0 ° FENS SURVE _ o S 2/°36'S3" W 270,27' REMOVE AND RELOCATE EX. DUMPSTER AREA (3) UNIDENTIFIED SHRUB • ° CONC l 0 0 0 OI / WA TW.S 06 0 0 0 D A 332 LF 6 SEE PROPOSED PLAN I / Lr REMOVE EXISTING ASPHALT Bw.•52. N/68023'07" W 177.75' PAVING AND REPLACE WITH _ i- - - - - _ T . 9.49 I / I L� , � PROPOSED GROUND COVER I 1 � r BW5/7.09 (4) CHERRY LAUREL / PERMANENT SEEDING ON ALL DISTURBED AREAS T. M.6/ PARCEL /24 C ���� / o L//•( INVESTMENTS LL C PROTECT EXISTING I / 6"DOG OOD / ZONING: FDMC 1 - BUILDING I I USE' OFFICES,' NEWS STA T/ON T. M. 6/ PARCEL 124B1 EXISTING LIGHT \e' L INUS REAL TY LL C I 7" DOGwooO DB 4563 FG J44 x��c `�c 1 TO BE REMOVED �'/ / % REMOVE Ex. TR�� S ZONING: ID / DB /571 FG 562-566 1 / OB /554 PG /75-/77 — — — — - LOD — -- — -� %/�� II USE. LA W OFFICES If / 1 (9) CHERRY LAUREL - ONCRSTE A T I �: h ' ( l J e \I AY h1/�/'v DOOR.•52/. 95 _ __\ I LOD / / I I G BEWARE UGE FIELD LOCATION - 5/7. •/ � / WHEN WORKING IN VICINITY LOD till o a ---------- s v •'` QI 1 6 " DOGWOOD ° ♦ ---r-- al C QN R e EX. 6' SIDEXX I i / SA ELEV• /9.43 WCUT 143 LF / APPROXIMATE LOCATION OF RWSA DENT/F/ED SHRUBS (4) CHERRY LAUREL 18" CI WATERLINE AND EASEMENT U 1 I I / I li� 2' - PAVEMENT PATCH -----I�; 1 I STCO DEMOLISH EX. CURB / SEE DETAIL 3/C1.1� AND SIDEWALK / — SAWCUT 138 LF 1 /0 DBr 2'PAVEMENT PATCH V' / .OS �L/RB BOX / L=97/.64, R=3/3.62 REFER TODB2744PG413 / x-------------,_�� SEE DETAIL r / TOP.S/7.53 C4 DUMPSTER /NV. //V.•5/0. 96 SS + LOD 1 fl � I PAD Ak , / , , Q _ 520. /0 + I 1--1=',I I , /NV /N•5/4. 00 516 24 " WILLOW OAK — — — — CONSTRUCT!O.N. ACCESS - r• J 1 I; /NV /N.5/0. 9 !/V �� MILL AND RESURFACE ��. � !�,� / 1 DEMOLISH EX. CURB VV OU/0.77 S /7°23'/7" W /5.33' � o / I DRAIN EASEMENT EXISTING ASPHALT 1 I I GENTEF f APPROMMAT OCATIO'' S 50029'51" E 3.47' o SAF 93 LF BUILT NT THE BUILT UCTUR �I. 15 0 ASEI THE 5 RUCTU" ?4 PG /4 " REDBUD / (5) HYDRANGEA X IN TE r- — SOURWOOD 8„SYB E -�Tl G1 MATERIAL STGIL-OD„Do � GE js 24 WILLOW OAf / 5I9. /3, 1 l l — 9 \ C - -/ , - CONSTRUCTION SAFETY FENCE IS TEMPORARY _ I 0_ST R�� 0 AIN E. E S4N/T 8 P / �� L - _ - x x-F 1 X MANH L I - AND SHALL BE REMOVED UPON SUBSTANTIAL COMPLETION OF THE WORK AND PRIOR TO THE �;" URWOOO 3_ /N.•5//.09 DO �s" CERTIFICATE OF OCCUPANCY BEING GRANTED. \ 0/ SAF 3�1 LF �'�� N 20°35'30" E 2/4, 67'WM �� /5' DOGWOO = B 9 P fib / 0 / (2) UNIDEI�TID�HUBS CURB INLET / a a IZ OAK \ (6) UNIDENTIFIED SHRUBS PROTECTION _ ° S O00 ° (4) HYDRANGEA \ CURB BOX all I 10' STREET EASEMENT �i(2) F,SYt�'Ty/A _ / \ TOP.S/9.5/ DB 1571 PG 554 INV /N.•5/3.9 l R/0 EA S 7 ` OUR T (Sf /562 /NV OUT. 5/3. 8 6 I OF-5URB B03 \ \ �\ / 50' W E ROAD EASEMENT I I _ I INV. Jj IN.•5/0. 96 SSW /57/ PG 562 �/ — / —IIVV. IN•5I4.00 SW INV. 1N.5/0.90 NW INV. OUT•5/0.77 % \ \ ` CURB BOX \ `n 01'D.•5/4.86 1N:509.62 SE � /NV�/N.•509.64 NW 1 uDEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN 1" = 20': 0 20 40 DEMO AND ESC LEGEND x SA SAFETY FENCE TP TREE PROTECTION - - - - - - - LOD LIMITS OF DISTURBANCE CIP CURB INLET PROTECTION SAWCUT LIMITS OF GENERAL DEMOLITION EDO= REMOVE TREE uj Z C) W W Z Z W J U uj z J z w Q � z_ 0 7 3 Q LlJ ff Q Oz� � Q O W �wcr M ~ � W Lu 0� m O Q z i z Q ^_j I..L z O J O 2 w 0 0 z Q �U^ W 0 z — I z O 0 z O U z_ H X LL] �PUTH 0p P j 0611512020 2 DANIEL C. HYER a Lic. No. 45596 A r 0'I ON AL 15 APPROVED DCH SUBMISSION NO. 3 PROJECT 1910500 T HE W OR K OF L I N E + G R A D E � i 4 � � 9 % r _ u• ;i _ _ i�i�1111 111111 i�i�i�i�i�i�i�i�i� i�i���i�i�i�i���i�i�i�� ��i�i •�. �i���i�i�i�i�i�i�i�i�i���i�i�i� ,1 '� ...........11 ........'\..- Source: Adapted from Conwed Plastics and VDOT Road and Bridge; Standards Plate 3.01-1 AGGRE FILTEI SAND BAG OR — ALTERNATE WEIGHT LENGTH — OF 2x4 FILTER CLOTH 2" X 4" WEIR- VDOT AGGREGATE NO.1 SECTION 2" ASPHALTIC CONCRETE, VDOT SM-9.5, SURFACE COURSE STD. CG-2 CURB SAW CUT 2' FROM FACE OF CURB �2x4 SPACER " 6DENSE GRADED / WIRE MESH / SAME AS FOR AGGREGATE BASE ° a SILT FENCE) INLET TO PIPE COMPACTED SUBGRADE EX. AGGREGATE BASE TABLE 3.31-B (REVISED JUNE 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS APPLICATION SPECIES APPLICATION RATES 50/50 Mix of Annual Ryegrass Sept. 1- Feb. 15 (Lolium multi-florum) & Cereal 50-100 (lbs/acre) (Winter) Rye (Secale creale) Feb. 16-Apr. 30 Annual Ryegrass (lolium multi-florum) 60-100 (lbs/acre) May 1-Aug.31 German Millet 50(lbs/acre) FERTILIZER & LIME Apply 10-10-10 Fertilizer at a rate of 450 lbs/acre (or 10 lbs. / 1,000 sq. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 sq. 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 4-6 inches of the soil by disking or by other means. 3. When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4 2003 Nutrient Management for Development Sites at http://www.deg.virginia.gov/Programs/water/Stormwater Management/Pu blications.aspx TABLE 3.32-C (REVISED JUNE 2003) PERMANENT SEEDING SPECIFICATIONS FOR APPALACHIAN AREA SEED LAND USE SPECIES APPLICATION RATES PER ACRE Kentucky 31 or Turf -Type Tall Fescue 90-100% Minimum Care Lawn Improved Perennial Ryegrass' 0-10% (Commercial or Residential) Kentucky Bluegrass 0-10% Total: 200-250 lbs High -Maintenance Lawn Tall Fescue' Total: 125 lbs. Tall Fescue' 128lbs. General Slope (3:1 or less) Red Top Grass of Creeping Red Fescue Seasonal Nurse Crop 2 Ibs. 201bs. Total: 150 lbs. Tall Fescue' 108lbs. Low -Maintenance Slope Red Top Grass of Creeping Red Fescue Seasonal Nurse Crop2 2 lbs. 20lbs. (Steeper than3:1) Crownvetch3 201bs. Total: 150 lbs. 1- Perennial Ryegrass will germinate faster and at lower soil temperatures tan fescue, thereby providing cover and erosion resistance for seedbed. 2. - Use seasonal nurse crop in accordance with the seeding dates as stated below: March, April - May 15th........................................................ Annual Rye May 16th- August 15t"....................................................... Foxtail Millet August 16rh -September, October ..................................... Annual Rye November - February ....................... Winter Rye 3 - If Flatpea is used, increase to 30 Ibs/Ac. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low -maintenance mixture during warmer seeding periods; add 10-20 Ibs/Ac in mixes. FERTILIZER & LIME Apply 10-20-10 Fertilizer at a rate of 500 lbs/acre (or 12 lbs. / 1,000 sq. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 sq. ft.) NOTE: - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means. - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4 2003 Nutrient Management for Development Sites at http://www.deg.virginia.gov/Programs/water/Stormwater Management/Pu bl ications.aspx O3.01-1 SAFETY FENCE O CURB INLET PROTECTION O MINIMUM PAVEMENT PATCH O SEEDING SCHEDULES TEMF QUI( APPLICATION Sept. 1- Feb. 15 Feb. 16 - Apr. 30 May 1- Aug. 31 Apply 10-10-: Apply Pulverized Agi NOTE: 1. A soil test is necessary to deterr 2. Incorporate the lime and fertiliz 3. When applying Slowly Available 2003 Nutrient Management for DI Management/Publications.aspx PERMANENT SEI LAND USE Tall Minimum Care Lawn Pere (Commercial or Residential) Ken High -Maintenance Lawn Tall Tall General Slope (3:1 or less) Red Sea Tall Low -Maintenance Slope Red (Steeperthan 3,1) Sea Croy 1- When selecting varieties of turf turfgrass variety list. Quality seed list is available at the local County http://sudan.cses.vL.edu/htmi/Tu 2. - Use seasonal nurse crop in ac I N A Nc 3 - Substitute Sericea lespedeza f, other periods, use unhulled SerICE include in any slope or low mainte Apply 10-20- Apply Pulverized Ag NOTE - A soil test is necessary to determ - Incorporate the lime and fertilize -When applying Slowly Available 2003 Nutrient Management for D, Management/Publications.aspx (D W z z W �a z 0 Z 0 Q W ff Q �z� Q 0 LU lzt W n- W U) LLI 0�m O Q z 10 (7 Z DC W W Z c� Z W J U U) 1 W 0 O 1 z O U z W 2 0 W cn 06 z O U) O nro 0 z Q z O O W 0 �PUTH 0p j 0611512020 2 DANIEL C. HYER a Llc. No. 45596 A it I ON AL APPROVED DCH SUBMISSION NO. 3 PROJECT 1910500 T H E W 0 R K O F L I N E + G R A D E l LU1O-LIINLIUN( UC, LLB. I � I T. M. 6/ FARCEL 124E2 SO VRAN SANK NA ZONING: HC USE- COl`'INERCIAL SANK 6 " CHERRY - / O l I o S 2/036 153" W 270, 27, l (3) UNIDENTIFIED SHRUB " O / / �• I (4) CHERRY LAUREL / T: m. 61 JI'( INVE I OOD / ZONi / I I USE. OFFICE I DOGWOOD 181 24' ��-181 ° DB 4 I / / 91 OS 1571 OS 155Z i O / (8) CHERRY LAUREL — I \ 4 / I till 0 ° / I 6 " DOGWOOD / °a ° BENC/-lNI,4R ° ° a QK R ° ELEV• /9.43 Tj l 23" WILL OW / / it^ - 6 -,-1 (6)(� IDENTIFIED SHRUBS (4 i CHERR UREL (7) CHERRY LAUREL �J EXISTING 24' COMM / L = 97/. 64, R=3/3.62 / ENT c4- 24 " WILLOW OAK S /7023 %7" W /5. 33' S 50028'5/" E 3.47' 0 \ /4 " REOBUD / Z�l (5) HYDRANGEA �p I 11 0URW000 " DO dD sT 24 " WILLOW OAK Wll�'30" E 214. 67'WM \ (6) UNIDENTIFIED SHRUBS (4) HYDRANGEA \ CURB BOX T F..•5/9.5/ �I 2 V. /N.•5/3.9 f / l R/O EQ S 7 ` OUR T (Sf /562) INV OUT. / 50' W E ROAD EASEMENT I /57I PG 562 / ulSITE PLAN AMENDMENT 1" = 20': 0 20 40 T. M. 6/ PARCEL 124E/ MAKIK4 FROFERTRIES, LL C ZONING: HC � USE: MINIA TORE GOLF COURSE I I S l2°5/'48" W 23.00'--- UI� / I �lMlrS � SRVEY J 'DRIED 4" DIAMETER CONDUIT SG14EDULE 80 PVC (TYP) I6I �o z vi vv ///./I) Ir T�/9.4 9 I rl BW.•5/7.09 \ ��_ CURB BOX n -- —E-010.•5/4.86 /NV1 /N•509.62 SE INV /N.•509.64 NW II X T. M. 6 / PARCEL 1245/ L INUS REAL T Y L L C ZONING: FDMC USE- LAW OFFICSS — SEE DETAIL 1/C2.2 FOR SATELLITE FOUNDATION SPACING I — SATELLITE FOUNDATION (SEE DETAIL 1/C2.2) SECURITY FENCE PERIMETER LENGTH 266 LINEAR FEET SEE DETAIL 8/C2.1 SLIDING SECURITY GATE �7JRB BOX TOF..•5/7. 53 4 I /NV. /N.•510. 96 SS INV /N•5/4.00 516 /N'V/ /N./5/0.9�/VI�V 20' ACSA SANkARY SEWER IN" O"' /IO. 77 PROPOSED REFUSE DUMPSTER WITH ENCLOSURE (SEE DETAIL 3/C2.2) SHEET NOTES: 1. SATELLITE DISHES CAN ONLY RECEIVE TRANSMISSION SIGNALS. BROADCASTING IS NOT PERMITTED. Lu z J z � W z 2 W z 5 Q W � 0 z crQ W �z� Q O Q �z w J 00 U) w O m Q W z � mm �PUTH 0p P j 0611512020 2 DANIEL C. HYER a Lic. No. 45596 A I ON AL lef"al APPROVED DCH SUBMISSION NO. 3 PROJECT 1910500 T H E WO R K O F L I N E + G R A D E C200 B A PERMISSIBLE CONSTRUCTION #5 DOWEL.8'' LONG @ 12" C-C B TRANSITION GUTTER PAN SLOPE TO 20:1THROUGH RAMP LENGTH TRANSITION GUTTER PAN SLOPE A GUTTER PAN MAXIMUM SLOPE 20:1 TO 201THROUGH RAMP LENGTH 8'-0" Min. 4'-0" Min. BACK OF CURB 12 1 MAX. 48:1 MAX. 20 1 2'MI". SECTION A -A JVIIV I MIN. �X r �Q �x N N� 0 < 10 1 10 1 MAX MAX N R 5' 5' PERMISSIBLE CONSTRUCTION SECTION B-B NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,SEE SHEET 1OF 5. 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 201AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. 4' 4' TYPICAL DESIGN TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT Y N N 'O U CG-12 CROSSWALK H H TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDID - REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 502 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.02 0 nl ,�nr\r nnln lrrr� nTnIPE J 1\ 9'-0" TYPICAL PARKING SPACE RIGID SURFACE (WHERE APPLICABLE, FINISHED GRADE SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) �- 2% CROSS SLOPE (SLOPED TO DRAIN) p —_—_— DD — .� =1 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETEEd I I III — IN. 4" THICK, 3000 PSI CONCRETE -1 I I —III —III=_ 4" VDOT 21A STONE BASE I I III —III—III—III— I I—III—III—III=1 1 ,—III—III—III—III—III—I I 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. 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. .t NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. o 5. CG-2 IS TO BE USED ON ROADWAYS MEETING Z THE REQUIREMENTS FOR CG-6 AS SHOWN IN w APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, vWi IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS IN D s D.e D. SURFACE En .;A, n .> ED pD.p • D.e�D. A. A A. BASE 6" 121 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 O CG-12A O SIDEWALK O 4 r. ,••�n �r i �1111...l llll HANDICAP PARKING SYMBOL HANDICAP PARKING SIGN lVEMENT EDGE 02 �► SPACE 4" STRIPING — SPACED 2' APART 5' PLAN SINGLE HANDICAP SPACE 11� RESERVED PARKING N PENALTY $1004500 FINE TOW AWAYZONE o VAN ACCESSIBLE T y VAN PLACARD a 2 (WHERE APPLICABLE) �o va HANDICAP PARKING SIGN _FHANDICAP PARKING SIGN_ �ADAPATH � , 81 81 8' ACENT SPACES OR VAN SPA 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. 5 HANDICAP PARKING SPACE DETAILS 6 3" VDOT BM-25A ASPHALT CONC. BASE OVER PRIME COAT PRIME r\n A T­1 COMPACTED SUBGRADE 2" VDOT SM-9.A BIT. CONC. FTACK COAT i 8" VDOT 21A/21B, TYPE 1 AGGREGATE BASE SUBGRADE STABILIZATION GEOTEXTILE FULL -DEPTH PAVEMENT SECTION O 0 c� 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 FJOINT (TYP) a 1.5' DIA. TYPE I BOLLARD #5 BAR, 12" LONG THROUGH PIPE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION U N D� D D D,o D.o o o . t' D. D •s s D,o�D.o�D • D D D D D.o D.o D o0p OD . D.oD.eD D.o�D.o�D 6" R CG-2 co SURFACE BASE SUBBASE ♦V=T ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 0 0 0 0 co LO - CO 00 - CV ~ co rn 0 0 y 3.4211 0 3.87511" 01 7211 12" 0 CONCRETE FOOTING SPECIFICATIONS: HORIZONTAL BARS: 11" x 11" x 16GA GALVANIZED STEEL VERTICAL BARS: 4" x 4" x 18GA SQ. GALVANIZED STEEL TUBE POST: 2" x 2" x 16GA Sn_ GALVAN17FD STFFI TURF FINISH: SECURITY FENCING ELECTROPHORETIC COATING (POWDER COATED) Lu z C) W W Z Z W J > U Lu z J w 2a z 0 Z 0 Q W ry ff Q 0z::D Q 0 W UlJ G 0 W O Q z i Cn Q H w 0 uj ►:lI �PUTH 0p j �0- 0611512020 2 DANIEL C. HYER a Lic. No. 45596 1 ON AL APPROVED DCH SUBMISSION NO. 3 PROJECT 1910500 T H E W 0 R K O F L I N E + G R A D E C201 0 C 0 0 O.D. RADE REBAR 18" 6 5/8" O.D. PIPE JTI-TWIST :BAR SECTION A - A NOTES 1. STEEL MAST PIPE: 6" SCHEDULE 80, L=156"; 6 5/8" O.D. 2. CONCRETE: 3000 PSI AT 28 DAYS, POURED AGAINST UNDISTURBED SOIL (ALLOW CONCRETE 24 HOUR SET TIME BEFORE INSTALLATION OF ANTENNA) 3. SOIL BEARING CAPACITY > 2000 PSF. 4. GROUND THE ANTENNA TO MEET APPLICABLE LOCAL CODES. IN -GROUND MAST FOUNDATION 4 1 3 R643 [25.31 R618 [24.31 DOOR SWING _ _ DOOR SWING TYP TYP 350 [13.8 ENCLOSE[ EXHAUST OUTLET 507 [20. ENCLOSE EXHAU: OUTLE OVERALL LENGTH RADIATOR / EXHAUST 3277 [129.0 2054 241 1/1 _ AIR INTAKE \KE Y .G. P1 AIR INTAKE A.1 1 FOR ALL STUB -UP, WEIGHT, AND C.O.G. DETAILS, SEE CORRESPONDING OPEN SET DRAWING PER UNIT CONFIGURATION — 1371 [54.0] OVERALL WIDTH DIM Z C.O.G. 1234 [48.6] DRAWING CREATED FROM PRO/ENGINEER DIMENSIONS ARE IN MILLIMETERS [INCHES] 3D FILE. ECO MODIFICATION TO BE APPLIED TO SOLID MODEL ONLY. GENERAC POWER SYSTEMS OWNS THE COPYRIGHT OF THIS DRAWING WHICH IS SUPPLIED IN CONFIDENCE AND MUST NOT BE USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS SUPPLIED WITHOUT THE EXPRESS WRITTEN CONSENT OF GENERAC POWER SYSTEMS. @GENERAC POWER SYSTEMS 2013 ELECTRONICALLY APPROVED INSIDE WINDCHILL GENERATOR SPECIFICATIONS K, 2 2128 [83.8] L3 / U Ly1'5_SJ rniFRALL 'HT GENERA • TITLE L2A ENCLOSURE G14.2L 60HZ: SG150/PG135, SG175/PG158, SG200/PG180 50HZ: SG120/PG108, SG140/PG126, SG160/PG144 ISSUE DATE: 11/26/14 SIZE CAGE NO DWG NO OL0467C REV B N/A q SCALE 0.030 WT-KG SHEET 1 of 1 1 0 3 CONCRETE DUMPSTER PAD 1 -2. 0 2 4 WOODEN BOARD DUMPSTER ENCLOSURE SHALL EXTEND 6'-0" ABOVE EXISTING GROUND SURFACE (HICK REINFORCED NCRETE PAD ►UR CONTINUOUS FH GENERATOR PAD) Q9 W z J z w 2i z_ 0 Z 0 Q LLJ Q 0z::D 10 LLJ lzt w cr ~ :5; 00 U) w 0� m O Q z i Q Z CC W Lu Z C7 Z W cn J Q LLJ 0 LLJ Cn U_ L.L U w 0- cn �PUTH 0p j 0611512020 2 DANIEL C. HYER a Llc. No. 45596 A r I ON AL APPROVED DCH SUBMISSION NO. 3 PROJECT 1910500 T H E WO R K O F L I N E + G R A D E C202 I � / I I� I / / �' • - / / (3) UNIDENTIF/ED SHRI O I / t (4) CURRENT:(3) UNIDENTIFIED SHRUB / , T ORIG. PROP: (2) BUFORD HOLLY, CURRENT:(4) CHERRY LAUREL / ORIG. PROP: (6) BUFORD HOLLY CURRENT: NONE PROPOSED: (1) SOURWOOD > THIS MAKES UP FOR THE MISSING I SOURWOOD ORIGINALLY PROPOSED BUT CURRENTLY MISSING CURRENT: (1) DOGWOOD -KKY LA ORIG. PROP: (1) DOGWOOD a CURRENT: (1) DOGWOOD ORIG. PROP: (1) SOURWOOD O / / O CURRENT:(8) CHERRY LAUREL ORIG. PROP: (6) BUFORD HOLLY I 4 a CURRENT: (1) WILLOW OAK O ORIG. PROP: (1) WILLOW OAK CURRENT: (1) DOGWOOD I� ORIG. PROP: (1) DOGWOOD CURRENT:(7) CHERRY LAUREL ORIG. PROP: (6) BUFORD HOLLY-hERRYLAU�t Q L = 97/. 64, R=3/3.62 g C4 24 " WIL L OW OAK S 17023 %7" W /5.33' p\Q S 50029'5/" E 3.47' �:\ LAN DSAPE LEGEND: ORIGINAL VS. EXISTING PLANTING SUMMARY Uj STREET TREES PLANTING STRIP (4,409 SF) Approved Site Plan (SDP199700091) Landscape Materials Z Trees Total Quantity Min. Original Parking Planted Area of CanoPY Bonus Total Canopy MANAGED TURF (24,171 SF) Key Botanical Name Common Name Currently on 1 Caliper Quantity Trees Along (per tree) Factor Area Site Streets LJJ INTERIOR PLANTING AREA (8,189 SF) T-1 Oxydendrum Arboreum Sourwood 1-1/4" 6 0 3 3 138 SF 1.0 414sF T-2 CercisCanadensis Eastern Redbud 1-1/4" 6 3 0 3 396 SF 1.0 1,188 SF LL T-3 Cornus Florida Flowering Dogwood 1-1/4" 4 4 2 6 155 SF 1.0 930 SF Z T-4 Quercus Phellos Willow Oak 1-3/4" 5 0 3 3 380 SF 1.0 1,140 SF Total Preserved Canopy Area (From Original Plan) 3,672 SF Additional Species to be Planted for Conformance with Original Site Plan or Current Requirements Trees Z Min. Screening Parking Planted Proposed Area of Canopy Total Canopy I \ Key Botanical Name Common Name Caliper Tree/Shrub Trees Along Quantity (per tree)' Area LJJ \ Streets \ T-1 Oxydendrum Arboreum Sourwood 1-1/2" 0 2 1 138 SF 138 SF J CURRENT: NONE \ TM. / 6 T-2 CercisCanadensis Eastern Redbud 1-1/2" 2 2 4 396 SF 1,584SF PROPOSED: (1) WILLOW OAK v-- — — \ T-3 Corn us Florida Flowering Dogwood 1-1/2" 2 2 4 155 SF 620SF T. M. 6/ PARCEL 124E2 THIS REPLACES A TREE SHOWN ^ n / q �/� q MAKIKA PROPERTRIES, LL C \ 1 T-4 Quercus Phellos Willow Oak 1-3/4" 0 2 2 380 SF 760 SF > ON THE APPROVED SITE PLAN SOVIYA V BA/ V/ 1 / V A �On //n 7�, C T-5 Cupressocyparis Leylandii Leyland Cyprus 8'-10' 8 8 BUT IS MISSING zON/NG: HC ZONING. / V / / I I S-1 IlexCornuta Buford Holly 12" 8 8 U USE /`'///V/Q TURE GOLF ` S-2 Carex Pendula Carex Grass 1 Gal. 20 20 USE- CO/` NERC/AL SANK I Total Provided Additional Canopy Area (In Supplement to Original Plan) 3,102 SF CURRENT:(1) CHERRY 50OAK COURSE I I ORIG. PROP: NONE S l2°5/'49 W 23.00'\ I �I - Combined Totals of Original Species Still Remaining, and Additional Species to be Planted �Y 36 " OAK 8„ TR ��J�Ii' Trees -� � g' CHAINL INK y L lMl ri � � �_ _ O Suf —� J Min. Screening Parking Planted Proposed Area of Canopy Total Canopy 77 FEN�T C Key Botanical Name Common Name 1 4 a a� a a �a S 2/036 '53" W 270. 27, — — - � � � � Caliper Tree/Shrub Trees Along Quantity (per tree) Area � �— / � � Streets LU Q Q a Q Q o o // / T-1 Oxydendrum Arboreum Sourwood 1-1/2" 0 2 4 138 SF 552 SF CONCR TIE o 0 0 ��� 0 0 T-2 Cercis Canadensis Eastern Redbud 1-1/2" 2 2 7 396 SF 2,772 SF 36 T-3 Corn us Florida Flowering Dogwood 1-1/2" 2 2 10 155 SF 1,550 SF TW 5 .06 52 ; T-4 Quercus Phellos Willow Oak 1-1/2" 0 2 5 380 SF 1,900 SF W.- N 68023'07" W 177.75' LT 0 I I T-5 Cupressocyparis Leylandii Leyland Cyprus 8'-10' 8 8 / L — — — — TW-5/9. 4 9 S-1 Ilex Cornuto Buford Holly 12" 8 8 ° CURB CUT BW5/7.09 S-2 Carex Pendula Carex Grass 1 Gal. 20 20 — / Total Preserved + Provided Canopy Area 6,774SF T M 6/ PARCEL 124 C I- - - - - -I ) - ) " Notes — \ J + JI O 1 -The Calculated Canopy Area is what will be used as the basis of estimating preserved caonpy areas, below. a _ � /K IAAIF(' TM�A/ TC / /=Mj STCO �I CURRENT: (1) REDBUD nnin nonn. i11 \ nEnoi in 1 I \............ �-r -11 'IV N 20035'30" E 2/4. 7'� CURRENT: (6) UNIDENTIFIABLE c�IJ ORIG. PROP: (7) BUFORD HOLLY S CURRENT: (4) HYDRANGEAS CURB B X / ORIG. PROP: (5) BUFORD HOLLY \ TOP.S/9. / 5 • 9 R/O EA S r OUR T (S , /562) \ /NV OUT. 3. , \ 50' W � E ROAD EASEMENT 1 /57/ PG 562 / CURRENT: (1) SOURWOOD ORIG. PROP: (1) SOURWOOD CURRENT: (5) HYDRANGEAS - y I ORIG. PROP: NONE /I X T. M. 6/ PARCEL 12491 L INUS REAL T Y L L C ZONING: PDMC USE- LA W OFFICES CURRENT: REMOVE TREED ORIG. PROP: (1) REDBUD O /0" OB�D /8. OS �URB BOX R / TOP.•5/7.53 DUMPST /NV. IAI-5/0. 96 SS PAD /NV /N•5/4. 00 516 /AN. /N.•5/0.9/VI�V CURRENT: (1) REDBUD V OUT- 77 ORIG. PROP: (1) REDBUD r V. IN.•5/0. 90 CURRENT: NONE NT: (12) FORSYTHIA INV. OUT.SI .77 PROPOSED: (1) WILLOW OAK (8) BUFORD HOLLY THIS MAKES UP FOR THE ONE ADDITIONAL SHADE TREE NEEDED. CURRENT: (1) SOURWOOD - ORIG. PROP: (1) SOURWOOD fill -- _ CP \ I \ :zj't� CURB BOX `n _OP.•5/4.86 _ /NVII/N•509.62 S5 \ -7 /NV /N.•509.64 NW 1 LANDSCAPE PLAN 1" = 20': 0 20 40 CANOPY COVER CALCULATIONS Parcel Area: 1.214 AC 52,867 SF Site Use: Commercial Minimum Percent Coverage: 10% Per32.7.9.8(a)l Canopy Area Required: 5,287 SF Canopy Area Provided (see above): 6,774 SF SF Therefore Criteria Satisfied SCREENING ELEMENT TO BE SCREENED QN Screening Material (From Public Street) Refuse Area 2 Leyland Cyprus (Evergreen Dense Shrub) Opaque Wooden Fence Satellite Dishes 6 Leyland Cyprus (Evergreen Dense Shrub) Metal Security Fence Parking Lot Existing Mature Shrubbery, Varios 8 Buford Holly (per original site plan) 20 Carrex Grass PLANTING SCHEDULE Key Botanical Name Common Name Quantity Units Min. Nursery T-1 Oxydendrum Arboreum Sourwood 1 EA 1-1/2" Cal. T-2 CercisCanadensis Eastern Redbud 4 EA 1-1/2" Cal. T-3 Corn us Florida Flowering Dogwood 4 EA 1-1/2" Cal. T-4 Quercus Phellos Willow Oak 2 EA 1-3/4" Cal. T-5 Cupressocyparis Leylandii Leyland Cyprus 8 EA 8'-10' Height S-1 IlexCornuta Buford Holly 8 EA 12" S-2 Carex Pendula Carex Grass 20 EA 1 Gal. Condition Spacing #3 Cont. 5' o.c. #3 Cont. 2.5' o.c. z W 152 z_ 0 Z 0 Q W ff Q �z� ^Q 0 LL LLI � w Er G 00 U) LIJ 0� m 0 Q z i �PUTH 0p j 0611512020 2 DANIEL C. HYER a Llc. No. 45596 A r 1 ON AL 15� APPROVED DCH SUBMISSION NO. 3 PROJECT 1910500 T HE W OR K OF L I N E + G R A D E C3mO l LU1O-LIINLIUN( UL, LLB. I� SET PLUMB FINISHED GRADE THREE TIMES BALL DIAMETER VARIES 3" OF MULCH 3" COMPACTED EARTH SAUCER (NOTE: IN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM EXISTING GRADE TILL EXISTING SOIL REMOVE BURLAP FROM TOP %3 OF ROOT BALL, ROUGHEN ROOT BALL FOR CONTAINER GROWN STOCK 3" OF MULCH FINISHED GRADE PLANTING SOIL MIXTURE ROUGHEN ROOTBALL PRIOR TO PLACEMENT Applicable Standards American Standard for Nursery Stock, ANSI Z60.1-2004, approved May 12, 2004 American Joint Committee on Horticultural Nomenclature; 1942; edition of Standardized Plant Names All plant material shall be nursery grown unless otherwise noted. Plants shall have a habit of growth that is normal for the species and shall be healthy, vigorous and equal or exceed the measurements specified in the plant list, which are the minimum acceptable sizes. Plants shall be measured before pruning with branches in normal position. Any necessary pruning shall be done at the time of planting. Requirements for measurements, branching, grading, quality, ball and burlapping of plants in the plant list generally follow the code of standards currently recommend by the American Standard for Nursery Stock. Plants that meet the requirements specified, but do not have the normal balance of height and spread typical for the respective plant, shall not be accepted. All plants shall be free of weeds and other objectionable vegetation. Plants (General) Plants shall be nursery grown, healthy, vigorous, bushy, well-balanced, of normal habit of growth for the species, and shall be free from disease, insect eggs and larvae. They shall have crown and root ball sizes that meet or exceed the standards set forth in "American Association of Nurserymen, Inc." The specified sizes shall be before pruning, and plants shall be measured with their branches in normal position. Plants shall not be pruned prior to delivery, except upon special approval. Shade trees shall be healthy, vigorous, full -branched, well -shaped, and shall meet the trunk diameter, height, and spread requirements of the plant list, and meet the standards of "The American Association of Nurserymen." Balls shall be firm, neat, slightly tapered and well burlapped. Any tree loose in the ball or with broken ball a time of planting will be rejected. Balls shall be sized in accordance with the AAN standards. Tree and Shrub Planting Plant shade trees in tree -pits greater in diameter than ball and at a height which assures proper drainage and vigorous growth. Plant ornamental trees in tree -pits 12" greater in diameter than ball and at a height for proper drainage and vigorous growth. Fill bottom of pit (to depth of root ball) with a mixture of soil. After settling the tree, the pit shall be backfilled with soil mix, then carefully settled by watering to prevent air pockets. Form a 4" watering ring for each tree. Ground cover beds shall be loosened to a depth of 6" and fertilized with an osmacote fertilizer at the rate of four pounds per 100 square feet. Moist peat moss shall be applied at the rate of two inches (2") thick and worked into the upper six inches (6") of the bed. All plant beds plus an area three feet greater in diameter than the ball around each tree shall be mulched with 3" of clean, hardwood mulch. Should the contractor encounter soil conditions which are inhospitable to normal planting, it is his responsibility to modify the soil so that the plants will thrive. These modifications may include providing drainage for trees or shrub beds and providing any extra soil as may be required for planting. OSHRUB DETAIL O SHRUB SPACING O RUBBER HOSE ON EACH MAJOR STEM, ALL MAJOR STEMS SHOULD BE WIRED TOGETHER ROOT CROWN TO BE PLACED 1"-21' ABOVE SURROUNDING GRADE HARDWOOD MULCH, 3" MIN. SOIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. WOOD STAKES (3) IN FIRM SOIL REMOVE TOP s OF BURLAP, NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL ROOT CROWN TO BE PLACED 1"-2" ABOVE SURROUNDING GRADE HARDWOOD MULCH, 3" MIN. SOIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. PLANTING NOTES REMOVE TOP 3 OF BURLAP, NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL TO PREVENT SETTLING CROWN OF SHRUB TO BE PLACED 1"-2" ABOVE SURROUNDING GRADE HARDWOOD MULCH, 3" MIN. CREATE SAUCER WITH TOPSOIL, 6" MIN. PRUNE DAMAGED OR DESSICATED ROOTS GENTLY COMPACTED TOPSOIL MIXTURE SCARIFY PIT BOTTOM, 6" MIN. 0 Q 0 rr O_ DC 00 (/ Z Y� W W Z c� Z W w 2a C) z z0 w� Q� z::D Q 0 �w wIr a Y)w Irr m O Q z 10 �PUTH 0,p j 0611512020 2 DANIEL C. HYER a Lic. No. 45596 A r I ON AL 1 APPROVED DCH SUBMISSION NO. 3 PROJECT 1910500 T H E W 0 R K O F L I N E + G R A D E OTREE PLANTING O MULTI -STEM TREE PLANTING O SHRUB PLANTING I C3ml l LU_L0-LIINLIUN( VL, LLB. I � o (3) UNIDENTIFIED SHRUB (4% CHERRY LAUREL I I I 7" DOGWOOD (9) CHERRY LAUREL —QK / l 23" WILL OW (6)I / (7) CHERRY LAUREL L = 97/. 64, R=3/3.62 / / C4 :. - M i . . 24 " WILLOW OAK-::: :-:-:-: -4 / x\ v x / .... S /7023'/7" W /5.33' S 50028'5/" E J.47'� ......... . \ \ (6) UNIDENTIFIED SHRUBS (4) HYDRANGEA 1 MATERIALS PLAN 1" = 20': 0 20 40 6/ FARCEL 124E2 � VRAN SANK NA ZONING: HC COl`'Il`'IERCIAL SANK T. M. 6/ PARCEL 124E/ MAKIKA FROFERTRIES, LL C \ 1 ZONING: HC � I USE: MINIA TORE GOLF COURSE I I S l2°5/'48" W 23.00'\ I 8" TR I 0 g' CHAINLINK LIMITS � VE 1' ........ N 68023'07" W TW-5/9. 4 9 p BW.•5/7.09 If / T. M. 6 / PARCEL 1245/ L INUS REAL T Y L L C ZONING: FDMC USE- LA W OFFICES MATERIALS LEGEND: ASPHALT CONCRETE LANDSCAPING OR GENERAL IMPERVIOUS STRUCTURES W z J W /8. 08 � URB BOX C) Z Z / DUMP TOP.•5/7.53 Q Z O0C J Q /NV. IN-5/0. 96 SS Lu > PAD I /NV /N•5/4. 00 S 6 < /NV /N/5/0.9�/VI�V � Q 20' ACSA SAN ARY SEWER /N" ' O`''/ /0. 77 EASE ENT CENTERED 0 HE ABUILT O CENTERL OF THE STRUCTURES (T��SEE NOTE 11) _j O - J or_ h lzt w cc W JN/TA 8 P Q HOL M U� w Q ---- W m 5 G . /N.•5//.09 J O Q y o iT.•5/0.65 /2" OAK / Z \ ��_ CURB BOX n _OP.•5/4.86 /NV1 /N•509.62 SE /NV /N.•509.64 NW 17\�r �* a/T•r�C7 i �PUTH Op P j 0611512020 2 DANIEL C. HYER a Lic. No. 45596 .0 r A<f-I I ON AL lef"al APPROVED DCH SUBMISSION NO. 3 PROJECT 1910500 T HE W OR K OF L I N E + G R A D E C4.0 NOTES: m 0 a 1.) SOURCE OF MERIDIAN: VIRGINIA STATE PLANE GRID NORTH, NAD 83 SOUTH ZONE BASED UPON GPS OBSERVATIONS PERFORMED BY DRAPER ADEN ASSOCIATES ON OCTOBER 10, 2019. 2.) VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 BASED UPON GPS OBSERVATIONS PERFORMED BY DRAPER ADEN ASSOCIATES ON OCTOBER 10, 2019. 3.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT OR TITLE REPORT AND ALL EASEMENTS AND ENCUMBRANCES THAT MIGHT BE DISCLOSED IN A TITLE SEARCH MAY NOT BE SHOWN. 4.) UTILITIES SHOWN ARE BASED UPON: SUE QUALITY LEVEL D, ASCE 38-02 - COMPILED RECORDS ONLY SUE QUALITY LEVEL C, ASCE 38-02 - VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED RECORDS. X SUE QUALITY LEVEL B, ASCE 38-02 - FIELD DESIGNATION OF UNDERGROUND UTILITIES PERFORMED BY DRAPER ADEN ASSOCIATES AND VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED RECORDS. SUE QUALITY LEVEL A, ASCE 38-02 - TEST PITS AT LOCATIONS SHOWN HEREON PERFORMED BY (DAA; OTHER) IN CONJUNCTION WITH FIELD DESIGNATION OF UNDERGROUND UTILITIES PERFORMED BY (DAA; MISS UTILITY, TICKET # OTHER), VISIBLE EVIDENCE AND COMPILED RECORDS. NO SUE WAS PERFORMED OR REQUESTED FOR THIS SURVEY. UTILITIES SHOWN HEREON ARE BASED ON FIELD OBSERVATION ONLY. 5.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF DAVID JORDAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON OCTOBER 10, 2019; AND THAT THIS PLAT AND/OR MAP MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 6.) CONTOUR INTERVAL: 1'. 7.) THIS SURVEY WAS PREPARED FOR LINE + GRADE. DRAPER ADEN ASSOCIATES ASSUMES NO LIABILITY FOR REUSE OR MODIFICATION OF THIS DOCUMENT. 8.) PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD INFORMATION. 9.) DRAPER ADEN ASSOCIATES PROVIDES BENCHMARKS FOR THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THESE PLANS. ALL OTHER EXISTING ELEVATIONS ARE FOR REFERENCE TO EXISTING CONDITIONS ONLY. DO NOT USE SPOT ELEVATIONS, FINISH FLOOR ELEVATIONS, ELEVATIONS ON MANHOLES, ELEVATIONS ON SURVEY NAILS, SURVEY HUBS, CONTROL POINTS (HORIZONTAL POINTS PROVIDED) OR ANY OTHER POINTS FOR CONSTRUCTION OTHER THAN THE PROVIDED BENCHMARKS. FAILURE TO UTILIZE AND VERIFY THE PROVIDED BENCHMARKS COULD RESULT IN DAMAGES AND ADDITIONAL COST THAT ARE THE CONTRACTOR'S RESPONSIBILITY. 11.) THE RECORD INFORMATION CONCERNING THE SANITARY SEWER AND DRAIN EASEMENTS SHOWN HEREON IS BASED ON AN AS -BUILT SURVEY, PROJECT NUMBER 368, THAT WAS PREPARED BY B. AUBREY HUFFMAN AND ASSOCIATES, LTD. ENTITLED "AMENDED FINAL SITE DEVELOPMENT PLAN SHOWING RIO EAST OFFICE ONE - RIO EAST COMMERCIAL AREA - TAX MAP 61 PARCEL 124 C - SEWER & WATER AS -BUILT DRAWINGS," DATED SEPTEMBER 28, 1999; A COPY OF WHICH WAS PROVIDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY IN THE PREPARATION OF THIS MAP. NO INSTRUMENTS OF RECORD FOR THE GRANTING OF SANITARY AND DRAIN EASEMENTS WAS FOUND AT THE TIME OF THE SURVEY. LEGEND - - PROPERTY LINE O RO - - - -1000- - - CONTOUR ❑ M g GAS LINE o TE ohp OVERHEAD POWER (DTE BENCHMARK "B" CHISELED SQUARE ELEV: 519.43 DRAPER ADEN ASSOCIATES REVIEW THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: SURVEY PARTY CHIEF NAME: TYLER LAYMAN -,;`r V3' 10/14/2019 SUBSURFACE UTILITY ENGINEER SIGNATURE DATE NAME: DAVID JORDAN 10/14/2019 PROJECT MANAGER SIGNATURE DATE NAME: CHERYL STOCKTON 10/15/2019 QUALITY REVIEWER SIGNATURE DATE 0 5 10 20 1 inch = 10 ft. PID 06100-00-00-124CO JK INVESTMENTS, L.L.C. INST 2019000126777 DB 4563 PG 344 DB 1571 PG 562-566 DB 1554 PG 175-177 _! ■ IN IN ■ ■ ■ IN IN ■ IN IN IN ■ ■ ■ ■ ■ ■ IN IN ■ ■ IN ■ IN ■ ■ IN ■ ■ ■ ■ IN ■ IN IN ■k gj +521.89 4 CONCRETE WAIL \ F I BI ONUMENT STCO D FOUND ELECTRIC BOX __--- FOUND -4 GUY POLE LEPHONE PEDESTAL O ELECTRIC MARKER LEPHONE MANHOLE ELECTRICAL MANHOLE '522.01 523.06 \ 521.90 u /' ss -&-Ss SANITARY SEWER AND ® TELEPHONE BOX UTILITY POLE STCO MANHOLE Cn -6 FIRE HYDRANT ❑E ELECTRIC TRANSFORMER STORM LINE AND MANHOLE < / ❑ ® WATER VALVE 0 GROUND LIGHT m +520.10 +520.13 APPROXIMATE LOCATION STORM LINE AND INLET _ _ _ _520- - - - caty e WATER METER O LIGHT POLE 20' DRAIN EASEMENT 15' VEPCO EASEMENT - - - - - - - - - - - CENTERED ON THE DB 1594 PG 662 UNDERGROUND CABLE TV AS -BUILT CENTERLINE uge WELL m FIBER OPTIC PEDESTAL OF THE STRUCTURES UNDERGROUND ELECTRIC : (SEE NOTE 11) ugt * BENCHMARK ❑F FIBER OPTIC HANDHOLE UNDERGROUND TELEPHONE ■ fo O BOLLARD � GAS VENT ■ UNDERGROUND FIBER OPTIC • �'�� unk SIGN (1-POST) O GAS VALVE UNKNOWN UTILITY 1� W SIGN (2-POST) z GAS METER \ N �. 8" DOGWOOD WATERLINE 8" SHAGBARK + 1561.3 SPOT ELEVATION O SEWER CLEAN OUT uge HICKORY u e u e uge u e uge uge ASPHALT \� /\ g / uge DECIDUOUS TREE ® WOOD POST BUILDING x x EVERGREEN TREE O METAL POST ■ 519.13 _-_ \ _ FENCE (AS NOTED) - \ \ �/ 518.24 SHRUB GRAVEL ■ / \ ---- STREAM STCO _ CONCRETE O STORM CLEANOUT _ -- -- ---- _ so w�D may_ ��� - - - - - - - - - - - - - - - - - - - U e ��\\ \ \ \< TREELINE E TRANSFORMER HVAC uge /\�\�\j GUY WIRE O OUTLET PANEL © ELECTRIC METER15" RCP ■/ �- \ \�/�//��� / /�� \/ // // // /\ //�� DOGWOQD�\ MAILBOX ♦ 524.36+ I l r/ // // ♦« 521.66 TW 519.49 IBW:517.09 \\ \\ I I I I cn 01 U1 NN jN � N Q \ � \ O i I I 1 1 11 1 \ \ I \ I 1 II 11 II 1 1 1 1112" O K\ 'OOD FENCE----_, q ,-/ I I o I I II 1 41 \\ I 1 1 F a 1 \ I I 1 �Q) 520.09 1 r e o/ 10" REDBUD \, I tl I o + m D / z I uge I I z o � / �� > r BENCHMARK "A" I I F ■ / CHISELED SQUARE ' ELEV: 521.84 // i i i 01 i a :517.06 / ' i � 1 I I � 1� ■ / 15E 504 662 EASEMENT S NT DB 9 / / II '1 II II ■ I m = 0 _ Cn / II� r■ 1 I ' \ ' 1, o I 10" REDBUD / ' u) BW: i 18.08/ i 20' ACSA SANITARY SEWER EASEMENT o m Cl ! CENTERED ON THE AS -BUILT CENTERLINE OF THE STRUCTURES D �a (SEE NOTE 11) _NTH OF David Jordan y Lic. No. 2976 3/26/2020 ' U U = Z 21 um V p, Z > b20= m •� t d L R a • r--� �, U wIz> o10 > c W 0 0 E ,e Q. ' 2 E bq . m x LO o N N aCDi 0) _ CM N C � LL to O O oC3 cc u U , N M I I \\ I ■ // I� o In C I ui O Q z II • i 110" REDBUD i 1 w I W w Q o ° -ss--SS- O Q LL. ss u SANITARY MANHOLE 8" PVC ( O TOP: 516.73 O ~ e uge INV. IN:511.09 INV. OUT: 510 65, - m ^^ L.L - -' - __-i---- ON e _ 12" OAK ■ ■ REVISIONS �o I 0 ■ A 03/26/2020 - -- _ \ -- -------------- ■ --------- - - ESMTS ADDED/NEW OWNERSHIP ■ ce ■ 15 RCP / \ N \ ■ CURB BOX / \\ �S I I S7 ■ TOP:519.51 10' STREET EASEMENT INV. IN:513.94 / S S� `\ ■ INV. OUT:513.78 DB 1571 PG 554 7& RIO EAST COURT I I \�` ■ \` ■ 50' WIDE ROAD EASEMENT �\ DB 1571 PG 562 I 1 ■ DESIGNED BY: \I / ■ DRAWN BY: AJ D I 1 r ■ CHECKED BY: - - - � I -- � ■ CAS SCALE: LO 1 " = 10, CURB BOX : DATE: � TOP:514.86 a /ter 10/10/2019 / INV. IN:509.62 SE m i ■ PROJECT NUMBER: r INV. IN:509.64 NW ,' ■ 19060499-010503 INV. OUT: 509.53 zzz i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ x0mo rr=a# ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 18" RCP I■ LIMITS