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HomeMy WebLinkAboutSDP201900069 Plan - Revision 2020-07-06l ZU1O- UINCTUMMUC, LLU AFTON SCIENTIFIC MINOR SITE PLAN AMENDMENT SDP201900069 ALBEMARLE COUNTY, VIRGINIA PREVIOUS APPROVED SITE PLANS: SDP2000-77 & SDP1993-23; MINOR AMENDMENT CHANGES TO SDP2000-77: THIS WORK GENERALLY CONSISTS OF RECONCILIATION OF A SITE PLAN AMENDMENT AND THE FOLLOWING LETTERS OF REVISION (LISTED BELOW) AS WELL AS THE ADDITION OF AN ELEVATOR TOWER AND ASPHALT PAVING. APPROVED LETTERS OF REVISION (LOR) to SDP2000-77: • LETTER OF REVISION 1- APPROVED 9/17/2012. ADDITION OF A 18'x2O' CONCRETE PAD. • LETTER OF REVISION 2 - APPROVED 4/2/2013. ADDITION OF 14.5' X 40, CONCRETE PAD ADJACENT TO 6.5' EXISTING SIDEWALK. • LETTER OF REVISION 3 - APPROVED 9/3/2013. ADDITION OF A 22'x39' AWNING. • LETTER OR REVISION 4 - APPROVED 9/13/2016. ADDITION OF A PROPOSED TERRACE ADDITION CONSISTING OF A KEYED BLOCK RETAINING WALL, TERRACE SURFACED WITH PRECAST PAVERS, RAILING AND CONCRETE SIDEWALK IMPROVEMENTS, AS WELL AS A TRELLIS TO BE BUILT IN THE FUTURE. PROJECT INFORMATION: OWNER: AFTON SCIENTIFIC PROPERTIES LLC CONTACT: TOM THORPE PHONE: (434) 979-3737 ENGINEER: LINE + GRADE I CIVIL ENGINEERS 113 4TH STREET NE CHARLOTTESVILLE, VA 22902 CONTACT: DANIEL C. HYER, PE PHONE: 434.262.0169 SURVEYOR: LINCOLN SURVEYING 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 CONTACT: THOMAS B. LINCOLN PHONE: (434) 974-1417 PARCEL INFO: PARCEL #: 77E2-E 2020 AVON COURT ALBEMARLE COUNTY, VA ZONING: LI AIRPORT IMPACT AREA (YES) DAM INUNDATION AREA (YES) FLOOD HAZARD OVERLAY (YES) PRESERVED STEEP SLOPES PROPOSED USE: OFFICE AND INDUSTRIAL LEGAL AREA: 2.93 AC MAGISTERIAL DISTRICT: SCOTTSVILLE SETBACKS: SEE PROJECT SUMMARY SHEET CO.1 ADDT'L INFORMATION: DISTURBANCE AREA: 0.037 AC (1,612 SF) MISS UTILITY TICKET NO.: B629801824-OOB UTILITY OWNERS: COMM: COMCAST CENTURYLINK INC DOMINION VIRGINIA POWER LUMOS NETWORKS INC GAS: CITY OF CHARLOTTESVILLE WATER: CITY OF CHARLOTTESVILLE STORM SEWER: CITY OF CHARLOTTESVILLE ALBEMARLE COUNTRY SERVICE AUTHORITY SANITARY SEWER: RIVANNA WATER & SEWER AUTHORITY WETLAND IMPACTS: NONE DRAINAGE DISTRICT: MOORES CREEK CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN ON SHEET C1.0 AND C2.0 THIS SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. VICINITY MAP SCALE: 1" = 4000' CU I ,� RFScR o 0° OC:l❑O a PROJECT LOCATION O Q0 0 U Op O� p0 �p C-D o�op °oo • • O NZ- .• O 0 0 / O m LOCATION MAP SCALE: 1" = 500' �o L 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 p BASELINE PRKG PARKING BLDG BUILDING PROJ PROJECT BM BENCHMARK PROP PROPOSED rL 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 FIND 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 Z� 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 INDEX SHEET NUMBER CO.0 C0.1 C1.0 C2.0 C2.1 C3.0 XO.0 X1.0 X1.1 X1.2 X1.3 X1.4 X1.5 X1.6 X1.7 X1.8 X1.9 SUBMITTAL LOG SHEET TITLE TITLE SHEET GENERAL NOTES EXISTING CONDITIONS AND DEMOLITION PLAN PROPOSED PLAN SITE DETAILS LANDSCAPE PLAN SURVEY ORIGINAL SITE PLAN LETTER OF REVISION 1 LETTER OF REVISION 2 LETTER OF REVISION 3 LETTER OF REVISION 4.1 LETTER OF REVISION 4.2 LETTER OF REVISION 4.3 LETTER OF REVISION 4.4 LETTER OF REVISION 4.5 LETTER OF REVISION 4.6 SUBMISSION DESCRIPTION 1 COUNTY REVIEW 2 COUNTY REVIEW SIGNATURE PANEL: RECIPIENT SUBMITTAL DATE ALB. CO. COMM. DEV. 11/08.2019 ALB. CO. COMM. DEV. 06/30/2020 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 APPROVAL DATE uj 0 Q Q9 W z J z W w z C7 z w LL] LL] 0 w PUTH OF 0 0613012020 DANIEL C. HYER Lic. No. 45596 A 0�� I O N AL la� APPROVED DCH SUBMISSION NC? 2 'DROJ ECT 1907300 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: l ZU1O- UINCTUMMUC, 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. 28. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 29. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 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 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. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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. PROJECT SUMMARY: PROJECT SUMMARY - 2020 Avon Court APPLICANT: Afton Scientific Properties, LLC Thomas Thorpe 2020 Avon Court Suite 1, Charlottesville, VA 22902-8735 PARCEL: TMP 77E2-4 Parcel ID: 077E2-00-00-00400 Zoned: Light Industrial (LI) LEGAL AREA: 2.927 ACRES 127,500 SF ZONING: Light Industry (LI) MAGISTERIAL DISTRICT Scottsville PLANNING HISTORY: LOR's as indicated within Permit Package PROPOSED SITE PLAN AMENDMENT ALLOWED OR REQ'D BUILDING HEIGHT: MAX H EIGHT ALLOWED = 65 FT Per27.3 EXISTING BUILDING HEIGHT= 22 FT PROPOSED BUILDING HEIGHT= 22 FT SETBACKS: PRIMARY STREET (AVON COURT) MIN FRONT YARD= 10 FT Per4.20 PRIMARY STREET (SEMINOLE LANE) MAX FRONT YARD = NONE REQUIRED SIDE (ADJACENT TO HC) = NONE REQUIRED STRUCTURE SETBACK REAR (ADJACENTTO LI AND 32) = NONE REQUIRED PARKING SETBACK REAR (ADJACENTTO LI AND B2) = NONE REQUIRED SCREENING: LI ZONING NONE REQUIRED BUILDING FOOTPRINT: EXISTING BUILDING FOOTPRINT 20,126 SF PROPOSED ADDITIONAL FOOTPRINT 466 SF TOTAL FOOTPRINT 20,592 SF USES: TOTAL GROSS FLOOR AREA = 20,592 SF OFFICE, GENERAL (G.F.A.) = 5,148 SF OFFICE, GENERAL N.F.A = 0.8*5148 4,118 SF INDUSTRIAL/PRODUCTION 15,444 SF PARKING REQUIRED: OFFICE, GENERAL: 1 SPACE PER 200 SF OF NFA = 21 SPACES INDUSTRIAL AND/OR PRODUCTION: 1 SPACE PER EMPLOYEE (45 EMPLOYED) 45 SPACES CUSTOMER PARKING SPACES FOR INDUSTRIAL) 2 SPACES Per 4.12.6 TOTAL REQUIRED PARKING = 66 SPACES PerADAStd. 208 HANDICAP SPACES REQUIRED = 3 SPACE PARKING PROVIDED: TOTAL PROVIDED = 80 SPACES HANDICAP PROVIDED = 4 SPACES LOADING SPACES: TOTAL REQUIRED = 1 SPACES TOTAL PROVIDED = 2 SPACES TREE CANOPY COVER: 10% OF SITE AREA = 12,750 SF EXISTING TREE COVERAGE PRESERVED 34340 SF APPROVED LETTERS OF REVISION (LOR) to SDP2000-77: APPROVED LOR 1: ADDITION OF A 18'x20' CONCRETE PAD. 9/17/2012 LOR 2: ADDITION OF 14.5' X40' CONCRETE PAD ADJACENTTO 6.5' EXISTING SIDEWALK. 4/2/2013 LOR 3: ADDITION OF A 22'x39' AWNING. 9/3/2013 LOR 4: ADDITION OF A PROPOSED TERRACE ADDITION CONSISTING OF A KEYED BLOCK 9/13/2016 RETAINING WALL, TERRACE SURFACED WITH PRECAST PAVERS, RAILING AND CONCRETE SIDEWALK IMPROVEMENTS, AS WELL AS A TRELLIS TO BE BUILT IN THE FUTURE. Footnotes: 1) Industrial space is not open to customers. It is a "clean spaces" and is not accessible. Therefore we use the minimum of 2 spaces. No portion of the building is open to the public. ZONING NOTES: 1. SINCE THE ABUTTING PROPERTY IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. GENERAL SURVEY NOTES: ADJACENT PROPERTIES IN CITY OF CHARLOTTESVILLE: 1. OWNER: ASTEC PARTNERSHIP ZONING: LIGHT INDUSTRY TAX MAP: 77 PARCEL: 07700-00-00-009AO PRESENT USE: OFFICE LEVEL BUILDING TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (SEE ATTACHED SURVEY) BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED) 2. OWNER: LIGHTHOUSE LAND, LLC VERTICAL: NAVD-88 (GPS DERIVED) ZONING: LIGHT INDUSTRY TAX MAP: 77 PARCEL: 07700-00-00-00900 PRESENT USE: VACANT COMMERCIAL LAND SUGGESTED CONSTRUCTION SEQUENCING: 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 0 Q Q9 W z J z 5W G z W Q z Q W �J J 0 z U_ z W U v J z 0 U_ Q z W w z C7 z w J U W w 0 z I..L W z w PUTH OF 0 061,3012020 G DANIEL C. HYER Lic. No. 45596 .a 0 IONAU 16� APPROVED DCH SUBMISSION NC? 2 )ROJECT 1907300 T H E W 0 R K O F - I N E + GRADE l ZU1O- UINCTUMMUC, LLU TMP 77-8 GARY D. AND E HIGHW COM FOR D. B. 1 6 D. B. I ,4 VON S THE / 6 COA TED STEEL �o � EXISTING CONDITIONS AND DEMOLITION PLAN ul N 1 = 20. 0 20 40 A VU/V S//s'EET EXT o / o m / / J IZ W K z PVC-ll / TOP 353.2 Q T-16 9+3 `A 552,11 G� \ STEEP SLOPES \` (PRESERVED) PROPERTY INSET \ \ \ \ 1" = 20': 0 20 40 \ \ \\ \ \\ \ OWNER: MOUNTAIN VIEW \ \ \ \ \ MOBILE HOME PARK ESS LESS IE MA E ZONING • B2 B. /36APE4 OT TAX MAP. 590,571000 i- PRESERVE EX. \ \ \ \cp Vn\ CG-6 GUTTER PAN \' \ \ \ o / W � LIMB -UP EXISTING �- MARSHALL SEEDLESS ASH \ `r TRUNCATE ISLAND EXISTING TREE CANOPY PRESERVED \ � o SANITARY SEWS DEMOLISH CURB /\ \ \ �D.B.A569 PN245 SAWCUT EX. ASPHALT I \ \ \ \ 1 D B D. B 9573 F. P 64PLA PER ASPHALT REPLACEMENT DETAIL �\ \ (EXCEPTION #4% bS T \ \ \ 1 I 'co l \ 225_ 1-1�30800 0 STEEP SLOPES 0 (PRESERVED) / / 63 P C-ll ST�P 1 I DP 52 N / 5421,92 I, �SPy�EA, L NE� �(�,� rE SITE FIAN / 0/ v I I DA TEO � o I N /EMBER 28, 1989 II /6 SA / 1 /l r J / DEMOLITION LEGEND REMOVE EXISTING SITE FEATURE LIMITS OF CONCRETE REMOVAL LIMITS OF GENERAL DEMOLITION LIMITS OF PAVEMENT PATCH REPAIRS SAWCUT PAVEMENT — OD — LIMITS OF DISTURBANCE STEEP SLOPES (PRESERVED) STEEP SLOPES (MANAGED) uj 0 Q �C Q9 uj z J v z W w z z w z Q z O J O 2 LJ 0 0 z Q Cn z O 0 z O U 0 z x L1J PUTH OF 0 061,3012020 G DANIEL C. HYER Lc. No. 45596 A 0j��, I O N AL 16�60 APPROVED DCH SUBMISSION NC? 2 'DROJ ECT 1907300 T H E W 0 R K O F L I N E + G R A D E UP / Q TMP 77-8 D. B. 1147 P. 34 6 GARY D. AND E l A TH M. EDGECOM Hy Y COM RCIAL \ m r \ \ COM FOR SS OR ETA ILING 03 D. B. l 60 P. 584 FL T D. B. 1 7 P. 344 PLA 76 P. 282 FL100, 411.2J -4/5 I o GRADING, Df�INA�€AF�B- — TItTTY EASEMENT TMP 77-9A -� w D.B. 3535 P. 521, 532 - ASTEC PARTNERSHIP z3 / w rnn / �� o� LIGHT INDUSTRIAL _ ��rn w -OFFICE USA - �� morn „PVC-ll z _ z D3 4. STD l = B.- I368 P-4� - Z� �^ / 5 r - - -_- D-B. T368 P 29-PLAT - TI - - STEEP SLOPES - - - I - - (MANAGED) _-7.�1368 7 470 ftAT - STEEP SLOPES � Ail #2030 AVON COURT (PRESERVED) o� T-2, J WS BACK OW PV 352. 11 G - _ THIS AREA OF PARKING IS NOT BEING I ® WV -ll G REVIEWED WITH THIS SITE PLAN AND APPROXIMA WVMWI"1 ``' S� TE l MP - - - --- � \ �1 / 8/ - - _ IS PART OF SDP2008-30. FFE UNDERGROUND " P. T-16298001 GENERA TOR �' o / - W 4 412.78 CONDUIT i2� UP HK17 I \ \ -- -7" / NF CO ONCLL \ \ I ASPHALT / MNF - CONC. WALL GW I = L11vFsT \ \\ 1 \ GW / 3 ° N E- L PARKING AREA 6 /Fj I PAD7 \ \ \ \\ ° _ 2 PROPERTY INS ET T-1 97326 MNF WV BRO EN 192.88' 4 / CD 417�2� _ L� 4' PVC-10 _ CO 06 8973 D \ \ \ \ \ 1" = 20': 0 20 40 I PNP PaB4/ .8/ � GA, IRKlNGSAPPROXIMATE LETTER OF REVISION #1- 18'x2O' CONCRETE \ \ 1ACC S368 SEMEN 440T 0 PAD ADDTITION DATED 9/17/2012 \ \ \ \ OWNER: MOUNTAIN VIEW 0'-9"' G E �E GRP�P 0 ti"P z D SEE DETAIL #/C2.1 \ \ \ \ \ \ MOBILE HOME PARK TYP f Q APP XIMA�E \ \ ZONING. B2 / 0� (TYP) (TYP) ELE TRIC O /�Q . �P 0� PANEL - 1ti2 A CESS �ASEM NT ` \ \ \ \ \ So 4/8 � o GE \�'�' p D\B. 136e P. 4 0 \ TAX MAP. 590,571000 0'-6"' O Z SPP U I LETTER OF REVISION #2 - CONVERSION OF \ \ \ \ \ `' 0I�G RAMP TO 40'x21.08' PAD DATED 4/2/2013 \ 3 Q� / EP�16a P EPs coy FF B ��P r\ I \ \ \ \ o \ GGE5 PB '� 2 4/8.2 a' 4jL G J= LETTER OF REVISION #3 - 22'x39' AWNING \\ \ \ \ \ 3 OVER THE PAD DATED 9/3/2013 \ \ \ \ \ \ c C WHEEL STOPS (TYP) 4 8EE c> ti.1 2 POST CD 5�. 4/8.28 C 4 �F \ \ \ \ ♦ \ \ \ / C E ECTRIC u? EXISTING DUMPSTER PAD AND ENCLOSURE \ \ \ \ \ \ PANEL z'-. RETRO-ACTIVELY PROPOSED HEREIN. SEE DETAIL #/C2.1 \ w \ \ o 0 29. 90' 2.927 ACRES TMP 77E2-4 TMP 77E2-4 2 0 \ \ It / a HANDICAP PARKING ~°J \ O EXISTING TREE CANOPY PRESERVED \ \ \ \ \ \ o / O 6_M � � \\ #2020 A VON COURT ONE 3 TR�NS60024HK57 C0� l STORY \\ \ BRICK - STUCCO -METAL 2 STORY p CO PROPOSED CG-2 \ U H BUILDING BRICK - METAL U TIE -INTO EXISTING J I <J? BUILDING 2 /\ \ \ \ ` SA 569 P. T AFTON SCIENTIFIC' coo y PROPOSED ASPHALT PAVING �D EASEMENT ONE / \ . SEE DETAIL 8/C2.1 \ \ \ \ D.B. 569 P. 266 PLA //- W'S FFF C C ) \ 1 (EXCEPT 0 / #4% ELEVATOR ADDITION BY OTHERS. \ „I' I \ \ \ 1 U 3TRANSHK35 EX. HANDICAP PARKING SPACES TO SEE ARCHITECTURAL DRAWINGS CO O POST / BE ERADICATED AND REPLACED WITH (3) REGULAR SPACES FFE_ `., R0-3 + / °CO \ 1 1 4/8.2,' WHEEL STOPS TYP - 0 9 A �30800 `° 50.25 \ ( ) CG-12B T �(TYP)�- I / �W �- 1'-4"' FDC CO \ I �� STEEP SLOPES / o (TYP) (PRESERVED) I - 1 Z 4E8.33 5 35 0 \ d - 2992/6 ,�� STEP 1 (o \ I FFE T l6 6 - J o 04.24 O 403.94 LETTER OF REVISION #4 FFE _ N / fo 34 �2 �G.52 T 8 -- ADDITION OF DECK 404.22 O O O �W�� DATED 9/6/2016 ? - J , I / / 2 A=149. 99' ASPHALT _ ccQW �E� \ ` �Q� L 01_9111 8 T-76.54 PARKING AREA v moo RP / �f 0 C=148.4 9' O Q Q = O �3-N17 59 53,W „ _ _ o B CK WALE - AROE G U, (TYP) I wL TA= 28°06 24 rn a a) � �� - L �Z I O I / / / / g z o CATION CONC. _- T-16298504 I 0 w T �, TE �ONOT STAIR / 407.97 APPROXIMATE � 0' 4"' MA NE EVD SEWER L LA O w PROXTER� ��I F �_ PER SITE PLAN ASPHAL T z AP MARKED STEEP SLOPE AREA (MANAGED) / DATED PARKING AREA I I PP XIMATE �-- �- 1 4 F MA �z iIVOVEMBER 28, 1989� I (TYP) I S ER LINE vim_ (TYP) W / I 0 I I I E DA TEU AN OWNER TO SHIFT SPACES SOUTHEAST. 0'-9 I I / / ENSURE ALL SPACES MEET REQUIRED (TYP)33 0 ° DIMENSIONS. LEFT -OVER AREA WILL H -- POT BE HASH -STRIPED. - - IP CURB INLET / 5A / 1 / I � _ o SDMH OWNER TO ADJUST PAINT MARKINGS TO ENSURE �OP9 1 7 SPACES ARE 9X16 WHICH RESULTS IN 33 SPACES 2 � I '416.42 _� S\ T-16298000 \ 3� .16' f / _ —4C;5— — — ' 53302 5.00 S/ 55"web T=/06.62' — — � NC' — ' jlS " CM, u— — -�B= 32°/6 '36 '%1/ _ DEL TA- 2009'36 STEEP SLOPES SDMH O (PRESERVED) 380.9/ _ 14 VON STREET EX T END LOF I \ - LEGEND _ W4­TERL 11IUE I\ RETROACTIVELY PROPOSED PREVIOUS LOR STEEP SLOPES (PRESERVED) I STEEP SLOPES (MANAGED) 1 PROPOSED PLAN 1 = 20. 0 20 40 Lu z J z w 2 0 z LIJ 2 Q z Q LLJ Cn z ZD O w z J 2 Lu U m LL a z LLJ �0 v ) z O Illl— LL Q z Q _J 0- 0 LLJ ( v) O 0- 0 PUTH 0p Lr� 0 0613012020 2 DANIEL C. HYER Lic. No. 45596 A C SJ ON AL APPROVED DCH SUBMISSION NO. 2 PROJECT 1907300 T H E W 0 R K O F L I N E + G R A D E C200 A -I 5'MIN. PERMISSIBLE CONST. �I JOINT 6" 5' MIN. 2' MIM� p TRANSITION GUTTER PAN SLOPE p p TO 20:1THROUGH RAMP LENGTH A GUTTER PAN MAXIMUM SLOPE 201 TANGENT PLAN SHAPE TO MATCH FACE OF ROADWAY CURB 2'-0" MIN. 5'-0" MIN. 4' TYP. ' 2' MIN. BACK OF CURB 12 1 MAX. 48 1 MAX. 20 1 0 0 0 oF— 48 1 MAX. 2' MIN. o SECTION A -A J� TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4'' CURB 6'' CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 1 15 15 THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. CG-12 AT )K 2" HIGHER THAN EDGE OF PAVEMENT AT,y<X SAME AS TOP OF CURB Q a U) (N o a II II CROSSWALK EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. 2. THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND SLOPES ARE AS NOTED. 3. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 5' X 5' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 4. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. 5. DIAGONAL PLACEMENT IS NOT PERMITTED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION O CG-12C 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 Lu FOR A DECREASE OR AN INCREASE IN DEPTH. F- 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" R XV DOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 4 OF 5 04/19 204.04 m SURFACE BASE CG-2 4" 2" RADIUS SUBBASE 6„ .P P n A• 777 D.e D. SURFACE In P� P BASE P s s s P s SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION NVDOT REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 O CG-2 SIN 2" 0 HOLE FULL THICKNESS 6'-0" L 2- #3 REBAR I 12" II II N II II 31, II II 2 II II "All II 8111 2 SECTION "A" ENLARGED SIDE VIEW 2 WHEEL STOP RIGID SURFACE FINISHED GRADE (WHERE APPLICABLE, SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) �— 2% CROSS SLOPE (SLOPED TO DRAIN) 17 — — — 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE MIN. 4" THICK, 3000 PSI CONCRETE -- -I I -I I -I I- �I-III-III-III- 4" VDOT 21A STONE BASE —1 I -I I -I I I -I I I -I I I -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. OSIDEWALK HANDICAP PARKING SYMBOL HANDICAP PARKING SIGN �- ADA PATH -� 1' RESERVED PARKING N PENALTY $100-$500 FINE TOW AWAY ZONE C5 VAN o ACCESSIBLE VAN PLACARD 5' MIN. TO (WHERE APPLICABLE) FINISHED GRADE HANDICAP PARKING SIGN HANDICAP _FPARKING SIGN_ ADA PATH PAVEMENT EDGE STANDARD SPACE 4" STRIPING VAN SPACED 2' APART SEE �85 -�—PLAN� �81 8 �--8 SINGLE HANDICAP SPACE 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. U HANDICAP PARKING SPACE DETAILS c-IIN LO 10'-10"ol O I K 8" 1 K K / K K K t / I K K 6' HIGH BRICK SCREEN F / WALL AROUND DUMPSTER K ENCLOSURE i K I K CONCRETE / K K f K K K 1 K / � F K 1 K K / 2" 7 211 K I F F I K / � BRICK PILASTER K F BRICK PILASTER F r f I K i K K1 Oc / f � 1 K BOLLARD (TYP) / F I K / K IK ASPHALT DRIVE AISLE LIMITS KNEE WALL 1 f HEIGHT VARIES: 12" - 18" K K KI i 4 TYPICAL PARKING SPACE 6 DUMPSTER ENCLOSURE U a n 9'-0" 3" VDOT BM-25A ASPHALT CONC. BASE OVER PRIME COAT PRIME COAT] 2" VDOT SM-9.A BIT. CONC. r-TACK COAT /�\,/�\,/-x/�x/fix/\< COMPACTED SUBGRADE 8" VDOT 21A/21B, TYPE 1 AGGREGATE BASE SUBGRADE STABILIZATION GEOTEXTILE FULL -DEPTH PAVEMENT SECTION U 0 b� 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. SLOPE TO DRAIN 1.5' DIA. TYPE I BOLLARD POURED CONCRETE (3,500 P.S.I.) EXPANSION JOINT (TYP) #5 BAR, 12" LONG THROUGH PIPE Lu z J z W z 5W L z Q w � Q Cn zZD H � O w 0 O 0 z w � v J U LLJ m � a z W U v ) z 0 ILL (DAN UrPH O�Lr��0613012020 2IEL C. HYERLic. No. 45596 C lv SJONAll ��d� APPROVED DCH SUBMISSION NO. 2 PROJECT 1907300 T H E W 0 R K O F L I N E + G R A D E C2ml l LV1O-LIINCTU 24� P5 / j" oo I " I ' 40 9\ TMP 77-8 D. B. //47 P. 34 6 GARY D. AND E l A TH M. EDGECOM HIGH W Y COM RCIAL O COM FOR SS OR ETA IL — — D. B. 1 60 P. 564 FL T D. B. l 7 P. 344 PLA 0.9. l 76 P. 282 FL / \ 2'CMP- 0 �" �\�� (2) WILLOW OAKS PROPOSED Q C D ORIGINAL SITE PLAN z 4 //. 2 / — 1 L , LU GRADING, DF�1NA�€ARtB- O D\rn \ INDICATES (3) PINE J — — TtC7%Y EASEMENT �°j n a D. S. 3535 P. 521, 532 TMP THE \��� z\ I Uj / _ _ ASTEC PARTNERSHIPUj / — _ LIGHT INDUSTRIAL ���� ��_ OFFICE USE �3 PVC-�� 4 D.B. 1368 P. 427 ��Z� PI rn� / 1 D. B. 1368 P. 429 PLAT \ l \ D. B. 1368 P. 44 0 PLA T 4 a353. 2 Q G \ w _ B OW/ V #2030 A VON COUR W V l l \ APPROXIMA TE M T-1629800/ GENERA TOR 4F2 EB CONDUITS (2� \\ o\��\ o I 1 1111 \\ I UP HK I \ / / NF CO �/VC L � \\ STEEP SLOPES \\\\ \ I III I1111\\\ 75 SF SHRUBBERY _ I \ CONC. WALL \ \ \\ (PRESERVED) 1 I 1 �//,NOT INDICATED IN ORIGINAL SITE PLAN I UMPST \ NV PARKING G�/ CURRENTLY EXISTS ON SITE\ \ \\ \ \\ \ \ \\ I / I / O 1J /I /I / l / / \ ♦ ♦ �� / /7 RPT Q _ \ P yL\,IP�� B- ' 1 /I I PROPERTY INSET CD97326 BROKEN 192629720': 0 20 40 �C-10A p CO44 406.84 4/\�Na GA��R;&GTE ACCESS EASEMENT1 \ rn \ \ \ \ \\\\ \ \\\\\\\\ \ \ D.B. 1368 P 440\ \\ \ \ \ \\\\\\\ \\\\ \ \ \\\\\\ \\ \ OWNER: MOUNTAIN VIEW cRPr� Co P I IE HONE TRIC ny O NOSIL PZONING BZ F ANEL / ` rn I I / A E \\ \\ \ \ \\ \\\ \ \ � cE �C\ 6 4 0 \ \\ \ \ �\ \\ \ \ TAX MAP.• 59037/000 I ( Q� \ o' EP��6a P. ♦ EPsCD \\\\ \\ \\\\\\\\ \\ \\\\\\\\ \\ \ J \\ \ O 1 QGES a Za' 418.19 6 �� ♦ 4 GM CO Y �o B --� 8 \ \ \ ��V� A\� \ \V A\ \ \ (1)JAPANESE 0, 1 12 MARSHALL SEEDLESS ASH \ HOLLY C Z FF `PER ORIGINAL SITE PLAN ♦ / 51' u18.28 �F EL 404. /3 QCD 1 \ , �, �, \ \e\\ \\ \�\ \\\\ \ \ ♦ \ 12" CHERRY EC J \ \ \ \ 0 3 2 PA NOT INDICATED IN ORIGINAL SITE PLAN CURRENTLY EXISTS ON SITE A b1 II \ \ \ \\\\\ \\\\ \ 29. 90 , TMP 77E2-4 2. 927 ACRES 71VF 77E2-4 o �a � \ I / I I , \\ \ ���\ \\ \\\\\\ \\\\\\\\ PROPOSED YOSHINO CHERRY GS k 0 EXI AN DEC DUOUSCEVERGREEN MRX ED \� \\\ \ \ \\\ \ \\ o ` 6 M \ SHALL BE INSTALLED PER #2020 AVON COURT ���\\ \ o3 3 R� ORIGINAL SITE PLAN CO \ I I 0 I I \\\\ \ AKT NSG 24H l STORY\\\BRICKSTUCCO-METAL 2 STORY0 \\ \ \\\ \ BUILDING BRICK - METAL / I I I / / l I I \ \ \\ \\\\ \\ \ \\\\\\ \ v, SANEASEMN SEW - BUILDING / CO° �►� \l \\\ \ \ \ \ \\\\ AFTON SCIENTIFIC' �D. B. 569 P . 245 D. B. 56 9 P. 266 PLA 04 6 C (EXCEPT 0 / #4) 3 TRA SHK3 I o 15" CHERRY / / o NOT INDICATED IN ORIGINAL SITE PLAN / I o 418.25 CURRENTLY EXISTS ON SITE .� x .� `� 1 1 / I l � 1l 1 1 \ \ 1 \ 50.25 / kW ORIGINAL SHRUBS HAVE DIED OR ARE OTHERWISE NO \ 10" DOGWOOD I I STEEP SLOPES / LONGER IN PLACE. THEY SHALL BE REPLACED WITH FDC ORIGINAL PLAN INDICATED ASH TREE / 0 O I (5) JAPANESE YEW TO BE INSTALLED AT 5' ON CENTER 35 W I (PRESERVED) SSA IH G CURRENTLY EXISTS ON SITE I I I l / ' / 1 T(3) WILLOW OAKS AND AT A HEIGHT OF 12 AT TIME OF PLANTING L/ 3 5 o I I I I ' / / / / / / II III ' I2/ G.22 1 T-162992/6 / �20WL60 _ PROPOSED IN I ���� �- \ 403.94 I I I I I / / f� Q� / / - ORIGINAL SITE PLAN ��0 I I I I I / �� / / / I �I 34�9\ on R'305.76' DWARF JAPANESE HOLLY HAVE BEEN REMOVED \ < v \ • III I I II II I, I /� / i i /i /. / �, /�/ lP ' II.II I I I LI \ I \ 76 5 9' ASFHAL T PER ARB ENTRANCE CORRIDOR APPROVAL �E� \ IODWL I I I RKINGARE- Q oa - EGRP� /5, �'n` � ORIGINALVS. EXISTING PLANTING SUMMARY 0 C=148.49' � � B CK ALL G 405.55 «,\ „ �3=N1°59' 31W o P 8 ASH TREE Oil W L TA 28 06'4 ' n z ON CON . 8 04 ORIGINAL PLAN INDICATES WILLOW OAK / Approved Site Plan (SDP 200077) Landscape Materials ��( T-16 I I Total Quantity C'CURRENTLY EXISTS ON SITE Min. Original Parkin Trees Planted Area ofCano Bonus TotalCano W E I_0 QT_ S7TA I I 4�7. g APPROX/MA TE / I I I Key Botanical Name Common Name g g Currently on 1Py Py w AT SER L /NE I Caliper Quantity Trees Along Streets (per tree) Factor Area CO lw QX IM III FIE STEEP SLOPE AREA (MANAGED) / �- PER SITE PLAN 8" ASH TREE ASPHAL T I site z�- 42/ 42 APPRWAT DIN DA TFD ARKING AREA OI I YC Prunus x yedoensis Yoshino Cherry 1-1/2' 2 1 1 64 SF 1.0 64 SF J PROPOSED WILLOW OAK P PROPOSED WILLOW OAK I NOT INDICATED ON ORIGINAL SITE PLAN �� I I WO Quercus Phellos Willow Oak 1-1/2" 9 10 10 95SF 1.0 950SF SHALL BE INSTALLED F SHALL BE INSTALLED CURRENTLY EXISTS ON SITE III MSA Fraxinus pennsylvanica'Marshall' Marshall Seedless Ash 1-1/2" 7 2 2 4 95SF 1.0 380SF � ORIGINAL PLAN INDICATES CRAB APPLE W / I P PinusResinosq Red Pine 1-1/2" zo 16 16 1.0 OSF Q I I --- -� ORIGINAL PLAN INDICATES MSA / 10" ASH TREE 0 I C Malus crabapple 1-1/2" 1 1 1 1.0 OSF PROPOSED WILLOW OAK / / I I ORIGINAL PLAN INDICATES MSA \ I I I I H Crataegus Hawthorn 1-1/2" 1 1 1 95SF 1.0 95SF b�6 I CURRENTLY EXISTS ON SITE OI DJH IlexCrenataCompacta Dwarf Japanese Holly n/a 30 12 12 1.0 OSF SHALL BE INSTALLED JH IlexCrenata Japanese Holly n/a 2 1 1 1.0 OSF -0 0 ORIGINAL PLAN INDICATES CRAB APPLE / FpC� JY TaxusCuspidata Japanese Yew n/a 8 2 4 6 1.0 OSF —(- I Total Preserved Canopy Area (From Original Plan) 1,489 SF Trees Planted but not Indicated on the Original Site Plan — • / � Min. Screening Parking Trees Planted Proposed Area of Canopy Total Canopy © _ 0�/�H2O ) \ Key Botanical Name Common Name 1 � - � � � ` �,�� / \ \ �Caliper Tree/Shrub Trees Along Streets Quantity (per tree Area L 1, • L • lL 5' / / — / i �� ��//j� // / YC Prunus x yedoensis Yoshino Cherry 1-1/2" 1 1 64 SF 64 SF � WO Quercus Phellos Willow Oak 1-1/2" 5 5 95 SF 475 SF MSA Fraxinus pennsylvanica'Marshall' Marshall Seedless Ash 1-1/2" 4 4 95SF 380 SF P Pinus Resinosa Red Pine 1-1/2" 0 OSF ��AA�_/ C Malus Crabapple 1-1/2" 0 OSF ` c E\_ _ _j '�/ H Crataegus Hawthorn 1-1/2" 0 95SF OSF �� Cherry 11/2" 2 2 _ —405 = �✓` I,•wS �_ 5 -� �.++ 1 ,•°*.— '� p Dwarf Flowering nese Holly y 1-1/2" a1 1 � �.r— _�,,�� � DJH IlexCrenataCom acta DwarfJa aneseHoll n/a 0 OSF _ -_ _ j /� 1✓�Pf JH exCrenato Japanese Holly n/a 0 OSF \ LTA �08'J6 " j �CaJJ 1Y Taxus C p data Japanese Yew / VV II \ \ — — — 390— STEEP SLOPES 385 _SON& l � us in a 5 5 OSF 10" ASH TREE — - - — �i��P C Total Provided Additional Canopy Area (In Supplement to Original Plan) 919 SF \ — — = (PRESERVED) - T \ ORIGINAL PLAN INDICATES WILLOW OAK _�� _ SHRUBS PLANTED ALONG ENTIRE _ = / C �/ T �, C ,� VON STREE L /� / , � � \ � � � EMBANKMENT AREA (APPROX. 7,000 SF) � � � � � � THIS TREE EXISTS ON SITE ` � � � C � c � �F \ \ \ \ Combined Totals of Original Species Still Remaining, and Additional Species to be Planted WA'TERL/NE \ Min. Screening Parking Trees Planted Area of Canopy Total Canopy \ e � I Af n o� iA//- c \ \ \ \ \ \ Key Botanical Name Common Name Total Quantity \ \ \ \ Caliper Tree/Shrub Trees Along Streets (per tree)' Area YC Prunus x yedoensis Yoshino Cherry 1-1/2" 2 64 SF 128 SF \ \ WO Quercus Phellos Willow Oak 1-1/2" 15 95 SF 1,425 SF MSA Fraxinus pennsyivanica'Marshall' Marshall Seedless Ash 1-1/2" 8 95 SF 760 SF LEGEND ■ C MalusResinosa CrabaRed pple 1-1/2" 1 OSF H Crataegus Hawthorn 1-1/2" 1 95 SF 95 SF Prunus Avium Cherry 1-1/2" 2 D Cornus Florida Flowering Dogwood 1-1/2" 1 STEEP SLOPES (PRESERVED) DJH IlexCrenataCompacta DwarflapaneseHolly n/a 12 OSF G� JH IlexCrenata Japanese Holly n/a 6 OSF JY Taxus Cuspidata Japanese Yew n/a 6 OSF STEEP SLOPES (MANAGED) Total Preserved+ Provided Canopy Area 2,408SF — _ Notes — — _ 1-The Calculated Canopy Area is what will be used as the basis of estimating preserved caonpy areas, below. 1 LANDSCAPE PLAN Ill = 20. 0 20 40 Ir Lu, Q Q9 W z J z W U � z U_ C� � W a z�� W z Uzi J O IZ W zw� p 1— a L~L m J Q z J U z Q J 0L LL] r Q �U ^ v ) 0 z Q UTH OF �r•� Q' 0613012020 ♦?- DANIEL C. HYER 9 Lic. No. 45596 .a 0 � IONAL 16� APPROVED DCH SUBMISSION NC? 2 'DROJ ECT 1907300 T H E W 0 R K O F L I N E + G R A D E C3.0 VICINITY MAP 1" = 1500' I yG S'/TF Al HAPN"'_ Q'} J 6 INj�Rs� PEE i 12" CMP-II 415.75 / a �1,bay300 v / �,,b86yyo 2"CMP-1 \ _ _ - - - - N 411.23 - - - / _ 66y0 / GR G, DRAiNA.GE-ANB• - - - -415 UTILrrY EASEMENT > 2 / / D.B. 3535 P. 521, 532 TMP 77-9A - - - - - - - - ASTEC PARTNERSHIP o I R lop 00 °° D �O 'I,O / - - - - D.B. 1368 P. 427 w 4 a ai $3 0'� �� ? W rn / D.B. 1368 P. 429 PLAT \ rn m D NPO Q S a OVA / - - - - - - - - - - - -- - D.B. 1368 P. 440 PLAT °D�m� IpS on > 6,- PVC II �_ m '3 SSMH I co UP G119TA3390967 GW 1 P-IL 1 \ 14,8t- UP HKy/ TP€D 1 i / WS$ / \/ - - WV G 1/4" P. ` � i WM z ? w TOP I I m rn, 353.21 / ACKE OW PV #2030 AVON C T \\w\ 1 0 Ti16 61 51 WM 415- WV \W\\\0352.11 I T-16298001 \ APPROXIMATE\\\Q\ \\ \� GENE AfiOR FFE UNDERGROUND �9 O 416 P6 412.78 CONDUITS (2) V1r \\\@ \ o \ \ \ \ 1 1 0 \ m \� \\\�\ \ \ \ \ \ \ \\ \\I 111 11 1\\ \I GW ASPHALT MNF CO OpNC' GM GW I / I i III / PARKING AREA MNF WALL Y. \ \\ \ \\ \ \\\ \ \\ \ \ \ \ \ 1 1 I1111 II 1\\\ CONC./WALL o - x\\\\\\\\\\\\\\\\ / I I l a / / - s-�8'07" / \ \\\ \\ \ \\ \\ \1 \\ \ 11 11 1 I I \ \ \\ \ I 0' I 104.5 E OFT I UMPSTE \ \ \\ \\\ \ \ \ 1 I \ \ \ \\ 1\ i� I /� llll / ✓ A I PAD/ x \VA\VAA\ A\VA\\VA\\\\VA\\VAA\VA1 o� \ 1 I x \ \ \\ \\ \ \ \\\ \\ \\ \\ \\ \\ \ \ \ \ \\\\\ \\\ 1 I n " - \\ \ \ \ \ \ \\ \ I J 97326 \ \ \ \ 1A �T 1fi7` \ \ \ \ \\\ \\ \ \ \\ TMP-8A / / r' / \ p�� $E�pAO 417.23. MNF W/. BROKEN 192.88! \\\ \ \ \\ \\ \ GARY D. AND IZABETH M. EDGECOMB / / / / / / �Q EP \ ° 4" f VC-10 a \ x \ \ \ \ B. 1147 P. 346 / / / V / / / - \ P Esc' 6g P '�/ - W�� 414 81 ( CO T 1629732� \ \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ \\ \ \ \ \ \ Z� S / / / ' i \ GG �3 SQ�o I g I \ v 406.84 POS VA AA \ \ \V A \ \ \ V A \ \ \ VA \\ V A A\ \ y, ND O• V\ V A \ \ \\ w B. 1560 P. 584 PLAT / / / ; : j - _ P�9'° PLO �P \ GA \MARK NGS - \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ ° / L \ \ \ \\\ \\ \ \ \\ \ ao D.B. 1147 P. 344 PLAT / / O \ / / / / / i N�PNG, P� -I / \ 1 APPROXIMATE POS \\\ \ \\ ' \ \\\ \\ \\ \\\\ \ \ \ \ \\\\\ \\\ D.B. 137fi P. 282 PLAT 1 \ / , / / 1 / Ago GO G Q G ACCESS EASEMENT y \ \ l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\ \ \ o / MG \ 0� \ ON Q PB�� 1 D.B. 1368 P, 440 O O Q 1 I \ \\\ \ \ \ \ \\\\ \ \ co POS N \ \ \ \ \ \ \\\ \\ \ \ \ \ \\\\\\ \ \ I \ \\\ \ \ \ \ \\\\ \ \ ELE / FFE �y I 9 \ \\ \\ \ \ \\ \ \ \ \ PA L O P ST 3ro I \\ \ \ P CNCIM��E�1 \\\ \\ \ \\ \ \ gP �� b b� a a18.a6 J ( I ( \ /POS - \x \ \\A¢ LE�SIEM9 \\ \\\\\ \\\\ \\ \ \ \ \\ \ \\ \ I / Q�. \ \ G P5 1 Q p • tr °o Q 2 O E p o \ \ \ \p g \ 1$gp P\ \t\t \ \ \ \ \ \ \ \ \ \ \ \ \ G id fl O Q�P \P� I N \ a \\ \l ` Q\ \\ \ \ \\ \ \ \ \ \ FFE / I \ \ \ \\\ e / p \ \ \\ \ \ \\ \\\\ \ \\ \\ \ \ \ \ \\ \ \\ 418.27 FFE 418.19 9 \\ \\ \ \ \\ \ \\\\ \ \\\ \ \ \\\ \ \\\ \\\\\ \\\ O 32a B\\ \\ \\ \ \\ �\ \\\\ \ \\ \\\\ \ \ \ \\ \ \ O / p 41FFE 8.24 CO 6 _ °- JG a0 YD ❑ y P /PB �� / 140¢ V� \\\ \ \ \\V\VAAV\\\VAA VA\\\� AA\\ / / / S / \ 120 FFE Q P 404.10 Fi \ \\ \ \ \\ \ \ \ O / \ \ / y ' O FFE a- 19 / POST( \\ \ \ \ \ \ \ \ \\ \\ \ \\\ \ \ \ \ \ \ \ \ \ 418.28 418.34 •,\ -/ 111\\\\\ \ \\\\\\\\ \\\ \ \\\ \ / / / / \ \ v / / E ECTRIC FFE FFE E O I \ \ \ \ \\ G I \ \ \ \ \ \\ \ \ \w \ \\ / / C 418.20 404.18 GO PGA 020 // / POSi1111 11\\\V \\\\ \\\\\\\ \\ \\�\\\ / / F PANEL \N\EL 29.9p \ /404.o w q ��abgT II1 I I IfrI IIII l 1I1 II1 IIIIIII1 I II1II \\m\W \\\\\\\ \\ \W\ \ o S�l o TMP 77E-4 \\\\\ \\\\\ \\\\ \ \\\ POSIT, \ \\\ 2.927 ACRES\ \\\\\\\\ \ \ 6-MB S 30 #2020 AVON COURT GS 4HK573 TRANSG002\\\\\\\\\\\ \ \\ \\\\ \\\ \\\\\ \\\ \\ \ \\ \\\\\\\\ \ \\\ \\\ \\ \\ \\\\ \\\\ \\\ \ \ \ N� ww \ \ i / ( • p IIIII I I \ \\ \ \ \\ \\\\\ \ \\\\ \ \ \\\ \ STORY / J \ i CO• ^\ / POSIT HK BRICK - STUCCO METAL co8J BUILDING2 STORY \\\ \ BRICK METAL OGp BUV ILDING W,S AFTON SCIENTIFIC" 0434PWI I I \\ \\ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ t1\ / / \\\\\\\\\\\\ \ \\ SA SEWER,/FFE P 3TRANS 35 418.42 EASEMENT FFE \ D.B. 569 P. 245 gh0 h�9 b fo 4 4.16 CO / S I / / // /I 1 \\\\\\ \\\ \ \ \ \ \ \ \\; / Ob ^ q+ CO / P(IJ$lI I I I 1 I / / / / / \ \\ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ 1 D.B. 573 P. 43 \ \ \ 1 I D.B. 569 P. 266 PLAT Q'�0 eh III I / / / / / I \ \\\ \ \ \ \\ \ 1 '4 �, �,OrO \ ° 0. FFE \ \\ \\ \\ \ \ \ \ \ IIII 1 (EXCEPTION #41 418.25 0• I I \ \ \ \ \ 1 I W / \ \\ FIST ell �6 I / O� 1 \ '\ DC // / / / G/O / / / \ \ \ \\\\\\ \ \11 11 1 II N / ,°I / / • 1 w \ co / i/ / IpI I / l l ll / / / / \ \\ \ \ \\ AI 1 \ 1 1 \ rn_ / 20WL 60 v w FFE A3 w FFE p IS I / / / / / / / / / / / I \ \ 1 1 1 \ \ \ \ w A \ / \ / 422.O 418.33 4FFE i / I ml /ll l 1111�h / / / / / / / \ m \ \� 11 \� \ \\ \ 0 16308000 /� / ¢ o a \ ` , y wo. FFE / �69f !/ / a / / \\\ s o.�` y J / Lu F Z 40a.24 T-16299216 / I / I / / ' 0 3Wom P� YD4 O 404.22 / 403.94 1 1 "1 lA7 IMH W J 418.09 FFE � I T I I I � I 1 / I/ / i / / / / / / / / / / I/ 1 � I � i \ \ \tO 1\ P(1 ASPHALT co ¢ ui S CONC. \ 2 tJ /\ I 1 I I / // / / / / / / / / / 1 I I II I it I II (7 814 3T0.52 I I I I / / / / / / ml II I ¢ Q II I P \ PARKING AREA Nw PAVERS O / t I I // / O / / / / // Ih I I I n / _ Op __ WOOD FENCE I I 1 I I / `� / / / / / / 3 .9a 0 1 T I J 1 / / / / / / / I \ / i I v 1 • \ � 1oDW2o LP � II 11 I I / / / / II I \ o N BLOCK W LL / I \ - / H SI (III II IIIII / ////// / / / // /IIIIIJIIII / / n 15CHR25 S: 404.5$ o / RAVdL \ 405.55 / / I I o J / 1 1 / L FtG \ / I I O / / I T� 0Ne 1 / / Z I II / / / / / / I I ? \ I I 1 N I I \ / ZE o / / / / T-is2s8'04 I I O�I III III I 1 11 ! / / / // / / �% / / / / ��� / / \ \MP �� ljO S AIRS / I 407.97 APPROXIMATE I / / 00 I I J I I III 11 1 / / / / / / / / / / 1 / // / / \ 1 IF / 1 PPpROX�Eg� N Q\E / / / / / s, 1 SEWER LINE S I IIII 1 I I I I I 111 //I P¢ / / S I // clSil I II III I I / � K / / � / PER SITE PL FH - _ Y\ / a / / �y NOVEMdATE 8, 1989 v I I I I IIIII 1 / / / / / / / // / / / / / / / / / I I 1 I o ASPHALT PI I I II IIII/ / / / // //x// / / / / Z I o I o / �ARKWG AREA i b�Sl �I I IIIII 11 I I 1 I / / / / / / / / / / / / / � �`-' I \ / S WV / / b' I III I 1I I APP OH4MArfE / / /�/ / '/ I N v N m • / 6 / / / 1 l 1 " I / / / O 1 I I III I I I I I sER kIN / �/ // / / /wO IIII ERq / / } / �i, I m\ L 1 III I 18WL050 1 1 / / I I I I m I 111 I I'Q II I 1JATEd / / / // /� / L' / // P/ O c i \ \ \ \ // b`/ w i a / /l l l l I I I ? / OP�d�,+ I I I I I ml I I k III SITE PL N / / // // // ti° 420.97 / 1 I I ary �b�kl I IMI I I I I I I I IMI I I 1 PIVEgABER�2�.i1s89/ // b f t \ \ SW DI III I II II I II 1/ // /II / II II II I III 1 11 / PS ------ ----w --�- --------- S \ / -----------1-SDMH P- 10AH?5415- - - - - - - - --- -45-8ASH15- ___ I •BkSH2Oi10% H2O 414.05 11.56 409.29 407.41 S Qsi -CMP=10------ - - -- - ----- - - - - ------------T-16298000--- - - - - --------------- �rS ------- -410--- - -_ _ _ _ _ 1 416.42 //\ �\ 1 /- /I 40_-5-_____--_-__a1o_ - _ _- - \\A\ -7 BA'*,�8' -405_ /// / /405-- -_ 395j _ \ 400 _ _ - 2�6 -ari/ 0� f j / 18i58'�5�� q�Om 1 I I 4ty cup \ \ \ \ \ -\\ \ _ D OF_ _ _ __ `--_390= _------ =385= i__ 34bf �/375. / / / / / =`\ / - _ --_ AVO N STRE EXT \ _ -t- \ \ \ W TERLINE \ \ \ \ - - l r\ `- _ - - - - 3899# _ - _- - - - / 1 I - \ _ MARKINGS T-163003 9 I I \ \ \ \ \ \ \ \ \ \ \ I I 1364.59 COAT / / I \ \ \ \ \ \ \ \ / ! / / STE L / � ! I I I \ I I \ 1 \ I I I I / / E / / G I I I \ I I I / p // / I G TITLE REFERENCES FOR: / TMP 77E2-4 AFTON SCIENTIFIC PROPERTIES, LLC D.B. 3567 P. 515 D.B. 1368 P. 440 PLAT (EXCEPTION #15) D.B. 1057 P. 331 PLAT (EXCEPTION #5) \ D.B. 996 P. 56 PLAT \ D.B. 870 P. 339 PLAT D.B. 771 P. 381 PLAT D.B. 438 P. 519 PLAT D.B. 3535 P. 532 GRADING AND DRAINAGE EASEMENT D.B. 3535 P. 521 UTILITY EASEMENT D.B. 1447 P. 432 WATERLINE EASEMENT D.B. 1441 P. 263 ACCESS AND ROAD MAINTENANCE (EXCE TION #6) D.B. 1441 P. 253 ACCESS AND ROAD MAINTENANCE (EXCEP ION #6) D.B. 1418 P. 162 VEPCO (EXCEPTION #3) D.B. 1368 P. 437 STORMWATER D.B. 1368 P. 441 WATERLINE (EXCEPTION #7) (EXCEPTION #14) D.B. 840 P. 202 WATERLINE (EXCEPTION #8) D.B. 569 P. 245 SANITARY SEWER (EXCEPTION #4) D.B. 573 P. 43 (EXCEPTION #4) D.B. 438 P. 519 DRAINAGE EASEMENT (EXCEPTION #11) D.B. 425 P. 283 VEPCO (EXCEPTION #3) D.B. 299 P. 127 (EXCEPTION #3) D.B. 426 P. 505 VT&T (EXCEPTION #10) �,1b$yay0 I ALSO CERTIFY THAT THE BOUNDARY SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT CHICHAGO TITLE INSURANCE COMPANY OWNERS POLICY # 72306-76483216 FILE # 44698 THIS TOPOGRAPHIC SURVEY OF TMP 77E2-4 , IS LOCATED ON AVON COURT IN ALBEMARLE, VIRGINIA WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF THOMAS B. LINCOLN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON JULY 26, 2019 , AND THAT THE FIELD VERIFIED PORTION OF THIS SURVEY, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS, AND FIELD VERIFICATION, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMEN- CING WORK, THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. MISS UTILITY TICKET NUMBERS USED ON THIS PROJECT B629801824-OOB THE STREET ADDRESS FOR TMP 77E2-4 IS 2020 AVON CT TMP 77E2-4 IS ZONED: L-I LIGHT INDUSTRY A PORTION OF TMP 77E2-4 LIES IN AN AREA DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. DATED FEBRUARY 4, 2005 COMMUNITY PANEL NO. 510006 0288 D A PORTION OF TMP 77E2-4 LIES IN AN AREA DESIGNATED AS ZONE AE (AREAS DETERMINED TO BE INSIDE THE BASEFLOOD ZONE) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. DATED FEBRUARY 4 2005 COMMUNITY PANEL NO. 510006 0288 D I HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, AND BELIEF, IS CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS, LEGEND: BIF = BENT IRON FOUND CO = CLEAN OUT PB = PIPE BOLLARD CONC = CONCRETE POP = POPLAR CHR = CHERRY PVC = POLYVINYL CHLORIDE PIPE CMP = CORRUGATED METAL PIPE RCP = REINFORCED CONCRETE PIPE CSW = CONCRETE SIDEWALK SDMH = STORM DRAIN MANHOLE DW = DOGWOOD SSMH = SANITARY SEWER MANHOLE DIP = DUCTILE IRON PIPE TREE = TREE (SPECIES UNKNOWN) EB = ELECTRIC BOX TRANS = TRANSFORMER EC = EDGE OF CONCRETE TPED = TELEPHONE PEDESTAL FFE = FINISH FLOOR ELEVATION TW = TOP OF WALL FDC =FIRE DEPARTMENT CONNECTION UP =UTILITY PLE FH = FIRE HYDRANT VCP = VITRIFIED CLAY PIPE GV = GAS VALVE WM = WATER METER GM = GAS METER WV = WATER VALVE GW = GUY WIRE WS = WATER SPIGOT HP = HEAT PUMP YD = YARD DRAIN IF = IRON FOUND +780,50 = SPOT ELEVATION INV = INVERT 4TRE20 = 4" TREE WITH 20' CANOPY (DIAMETER) ) It = INVERT IN MB = MAILBOX 10 = INVERT OUT S = SIGN JB = JUNCTION BOX ? = UNKNOWN DIRECTION OR DIMENSION LP = LIGHT POLE WLO = WILLOW OAK MNF = MAG NAIL FOUND WMH = WATER MANHOLE OHE = OVERHEAD ELECTRIC LINE OHT = OVERHEAD TELEPHONE LINE = GUARDRAIL OHTV = OVERHEAD TV CABLE LINE PE = POLYETHYLENE PIPE -X X- = FENCE PF =PIPE FOUND G GASLINE � = SANITARY SEWER LINE = STORM DRAINAGE LINE T = TELEPHONE LINE (UNDERGROUND) WATERLINE = ELECTRIC LINE �,�A$1000 NAME T-16297324 T-16297325 T-16297326 T-16298000 T-16298001 T-16299216 T-16300349 T-16298504 T-16299635 T-16308000 cn NORTH EAST 3893392.01400 11486817.96100 3893380.97000 11486760.23300 3893235.57600 11486678.72200 3893064.79700 11486841.67100 3893279.83400 11486671.37500 3893272.50500 11486864.83300 3893411.36800 11487075.21600 3893162.42700 11486825.32600 3893487.48700 11486768.75400 3893468.97400 11486951.95600 ELEVATION 404.28 406.84 417.23 416.42 416.26 403.94 364.59 407.97 352.11 350.25 / M AVON STRE)ET EXf I o / SCALE IN FEET 0 10 20 30 40 80 ,'�A$6ayo TOPOGRAPHIC SURVEY OF LIN LN C SURVEYING O��SpNLTIR07,�1 � �� 9 THOMAS B. LINCOLN TAX MAP 77E2 PARCEL 4 AFTON SCIENTIFIC PROPERTIES LLC LOCATED ON AVON COURT ALBEMARLE COUNTY VIRGINIA Innovation. Integrity. Vision. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 OFFICE: 434-974-1417 FAX: 434-974-1776 LIC. NO. 1326 L 4 91�rD SURVF'�O DATE; OCTOBER 24, 2016 SCALE: 1" 20' REVISED: DECEMBER 5, 2016 CONTOUR INTERVAL: 1' REVISED: AUGUST 5, 2019 NAVD '88 VERTICAL DATUM SHEET 1 OF 1 TM DATA\ 116006300_TS_19214.PRO 116-0063-00 www.lincolnsurveying,com l ZU1O - LIINCIU 4�1 5. IX \ 16 9, M 1 Oft A ti tc It A 1 t; �ho for w%1.f01" offirJ14, N v e". t'I'm 'Cir w-,tx 1huVill ir - % 0 4: f. b " Z r C,,"n 0 1 wT on,a F -.3 X, Ise f'es fi $.tsa c.. ,...., � a ,�. ,. -:�,. ...,..... .,...,.....-.. n. 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HAW In , .. ar .....w.• wr.«rs O/YArf 1.f�•ytN NeLLY j0 (X) IYA OJ H JApAur St Ne;I 7 (2) A'A Ai f JAI•ANtyf Vrr4 a (e,) / Y. e eAMlnle,-rr Tw.rrry r[t A6Wvj IA. _AI% rft NILLY AS RtFUKIp APPROVED Icy the Albemarle County Community. (development Derlartment Date T117/-I-,>i File. 1PP 0 0 ,09 / rw,oAv,3kE q U 5& : t NC, CL'X IN G, rA A VU 0 A L 7 U ffreVO, Ahjrrfat. Y, A,vp Orf 'ArDU crew O„ {L[LTX1f1%j ,tLCL fA'ONJL, ANP 50LAA tr'U'o-eN , . 4'LUOrN6 A-L S?4rTCa! ANO ar*•GLO-MINT A[Trlrr T,lf, i7rA'rSS ANp PgGFIj�IOIVi]L /f/I.Ej. r�— I V 1 51 in, nl :.r �• •+ 1 4. 1 5 A4 {A or Y ,y! er L ,vN1j,d+ PEG 19Rn jwrp rsw 6—,-. -L VAR ,-i1�5i. A•r!.rpl7 -^A/r •,nor! LIrY ,l,, !!SE•7 G.e�rrr e.r S E C A -A N TS, *(F_v"t"- ,0 k444.M tTL , I"ni �►tjta.ly �LLjI.•Ia, !+•,l. 11 , 'C 61asr -t pA,,4" LCC S. 1553 Il-ARrtNo CQW'1! ANC„GNI LU 0 Q Q9 W z J z W Ufa z w a Lz�� IJ Uzi J O LL W zw� O a LL CO J O z v z li LLI W z z W 1 z O C/ LLI LL O LIJ F_ F_ W _J APPROVED SUBMISSION NC? 2 )ROJECT 1907300 T H E W 0 R K O F _ I N E + G R A D E X1M 1 n18-Li U6.1_LC door building wald(bricO -- storm drain new slab(efyr�cp-W (61, L,t/ �"t 4,611t,,^Q. r r,944-) overhead vertical wall hand rail On: missi r plans to roll saver smile the dab aid An II 501 dory, uliclW aafic gab:Th¢lvadmgdatk�lbtfdltdd¢m St moos dgmelalpohbmtnmpmmislvl6tloa&ogdat aillam4a¢dadt¢rAPd. 1leom slil''ale itomdit I &SA sholeaw mill nbarml6mdPsmadelhe Pxris0lgdd,spmdneryl0'. t11e1P1P'XlrlXidltaamgPd4leapa[lhepsdaldpai.IdreaDtxsllhtiomai4ddowaihemlialPdlhPdrba4daaasal bil �Ildeplaredrrny6leetdlhPcwcrAesl� lleshbmNpaartdeamanmamdelmhd6®Phlsal000tO.16etPpd dabthibPss rallh6 orhesih¢roaanequo a deenratmoflhesibtrdNadtlialkhem mddlbelmilmlhedabgaddS' pPrllp'COecosnPkaillleal®bl¢drd�lamdndtal(lom Uib,,po Naom), opetsstjaalplanm ml islobenlli'g mer(o1 jBteltgsmfeelm¢allat a phahmemhn¢wNhandled bogtadsideofIledisigddb.larmi¢rxuTaaisremmeolul 6 idyl d1P[ IlP lam ilium} expansion joints ever 6ft horizontally sidewalk to upper level buidlings stir dainuse'minim.aluseifany,basicallyrequestedtobenstalledtocolleawate water from a future awningto be installed. Our evaluation of the excisting drain in the loading do k was installedfor the s ormwate' use — sidewalk and is not in direct connected with any building drain. specs:wepropose to chip away the concrete around the excisting cast Len grate in order to determin if SCH40 or thin wall pipe was used. Local water and sower utdityswill benotiriedproirtothis installation and miss Utility locaters will hale m acted the area proir to work being done. We will (ben andere a cop ling and adapter to connect additional piping so that the pipe can be brought up through thegravel basenndemeath the slab and becomes exposed once again at the finish grade or the 6 inch concrete slab. The new exposed drain fitting will be reduced from the origal size to a 12'xl2' or 24'x34' NDS adapters will be adhear with primer and cement. A dean out lower office entrance drain box with anew cast irion grate(3/4' grate) All connections to the pipe and Twill not be installed unless required The connection point of the new pipe to the exclsitng pipe will be formed and sealed with concrete. The last 8-10' of pipe below the slab will be installed through clean 57 stone. ift concrete apron s ruA ■w ...+. �l. .... a+.ii la `~ire •• 7...s•-.1.. tr aL.,.... Y• I - .,is.w:�1Y r �:w.• �i. ,..'w,1.rW i,.. !••.��+••^•� awls. NIl, 1.lL L I. 7A. L«.il XL llwt,xll.IM ■ill Y4YM: rr.. w J •• •w,„ •~ Wj1•'I -••. 1. r•-. r •u •. r - I ult 1•Lii••••• ir..,, .I l•.N .r a• sTlr 1. i:i�... t. // . .. r.a•,•. wsF .--fir • i . ~.,iy.... air :I ..il.+ T a>•r,rt i.r. r••••.auli .■ •y,.--•.r at, l/tf• �,• Mar t•/ a1L •1.•tIH•r oi.'+ Y• Il,i.••Il , 7, fAa w•u,. Arr Ivml H Ir+r+.w at{, I•r •r7Ylrl�t 1 •,.Hr .,l lilr•IFLIJH.t.l ll• a 1. • a.s,l is l/•• aLN to 1415 •awl. «.1.1• +•• /..\,H . r ti . .,M .� ia, Lill•-1 ,■ i i -. �, S y,. ❑9 � 1 I ;V,T1 M � �- `{ .: t�.]•'i1C • � �• :'r >A Y �� ' �* �G�t �a •'_S 1 rr.�r{.� ���'' Ai{ � 1 I - � 4 4� i:,.'y �.L{r�•� �� '��.r. �� .� �r r� �f �' `' ixr•jTa 1 ,1{� I tCINITY MAP T3 rj rr' _ 1' •t 'pig ,�: �Ttr•r`[\:� �'• `;,7`• ~••�` � � —f � r �� �_ � � . , - ..�`'� � � r i ... y' ��`� '� ! -r '�` �'''•' 1 ! '- t � ���' ���• • _r � � r�� r � � � r � � � � , �•:�� S ! .,jam , f,' "� .\\t. f `�• �,� ��•, f {=1k1!'':.Y•• •S'�` t /4• � J 1 -r rf� r � � r...l _�fi��`r��' f� ...� � ��„��,,. _ _ � .r 'd •�; tr•�e �.• '� Ij � l h � -'': •' , - �- _ !O f r . -�' r' _ •^` �.'`.•�-••^ ..--�� ,,,,ter --^"' �r "r. ` � r ` _ _ __ r . r _ �: i[ ' 1 r s , T,+ - - - . ' - �. : dTE • AN: MIM JAUA''. [�+,1•e < �„� -•-"` f ,.�1 • -t.Y ......, .,..._ _ �._» _..... _. _.. _ '. - 11st -r _41'ex Aisrr.0 c/�vh� r k1 g • e 1• r. s. 4 f rr r �` �-• rr :�� ��:..rr. -G': .-. - . "-• . T� �.�..� �._� • •1 ... BOTH PKA I A f / \ • 1.i r". vn r _ REVs5E0 PARItsaG {cAII'UTI.TI4H5 FOR Sp SE DaII .� AL. ,.,,,,,, �-•"` ••Sr r l - r Y� f f r +'' r ' _ .. PAkKNG REQUAtir 1 `'• `Y•a "! _ - ' ��:'� '" •�•. p.D'S �• I ry,..s r ���� •� �� r •. L ADO SF Of PMK SPACC • f SPACE .-� ` 1- ' S �,t,'h errWr+' Lr T 5' W 2OY f r r �� ��1 -� .• ti � , UP TO I62 EMPLOYEES • 2 SPACES G S!' PER EspLDTCE51 ��:e '�r ram.. L"� ;1 _ r �'� t Gi Al iiE0tJ9tED + g2 SP►Cf S aARK W. t114Y1XD•92 SPACCS •'it; >. I�. :'•'~�, Cti*- f r..k I 4 htL , r f r •` Jam~ PRESENT KrABER Or NPLOYCES 601 1 J 1{ > � tt • �r l r -.'�'���;_ �'-- r -� f � � i a r ea v e re}4 � F r►� � �.a t f _.�! • •_. r :., . ��_._..� �-,- - �• ,� � � � _ .>~� au►to►Jvt: ►,7.a0a ,caa s•f B�IW o108v T� Site l',•�f' ir �• L.:'1 PAVINC. C 1.226�- rAt yit.p■r.a.a SCRCCAt%G•F'Y rR 1.f1CCf r .. �� �� %• � •� r■ ► 1 y' txC4VRT►DN 14M1gCTIC/V eeauJRED ro MEtrT 7. sly artry giwrif O pSAC /.41J'fe,Am"M +1`r� '� r •[ •.• �, "ilt�i Yts...+ Drr1Y+L/tf nCv3lTY. �T•�a,) Peo►CAr/Gh' G.rdQalC Q L Ll..cr■ eeas: f!„er a� / TerAiC ARA r •&7AL E2.AI1R4 �•{rr A7--X0XIM.4Te QuRn/T/TY 15 11,304Y{tuT) SEC t,I' 1 ii •, �',. J surrFgc►n/ry — use s • or v.a ay) T '~tl 2-1 A y.TO1vE N 7 S i.. �, nt�n ,....,s-��,_•.�� WmTai F&IM9 +it0VIt Lf- SEAL, iht r •�ii r1 •,•+��j •"•�, •,•"•"r !� ALL ItAYILLWA`J ♦JO AIL KA 6 AKf.AS. ... . S• � 1_._1 '�" L.O.SI_`r� •r.. .t: NoTt: 5 at Ro-, a.Avt Fa► ..as 1 •r. r.r ..l..-•. LANvj CAe ING •_ A? L LAr'75 CAOIA16 TO OL A�+A1J•JTA►Ml 7 IN 't';1;, •• �� -'{ 'r. ••. ► •n •rr / ,,....._ ,1 ►rr ■a Fina■./ Tsaa r rtc...a... '.. ,... . a.•... rr.r..-..a ANl•AL7HY rONOIIION RNO RlrC RC !'d IF I Trw./ .l.r.►. r. .._ ,...... wT ArrROVA n�rxk -0�►Y 3AtotJry pf�. `� .... t,. Y ,1 TARS GLr+rKYlry CA //-• /Y.'Y,¢JL lNG,Nt_.tr,vt; l.tA,yt/ir}GTVaCrNO, Myc�*acY, P J. ALBEIIARtE EOINTY 5FAV C. f. 'iU1ftOASZY ,.ATE Y~#YOI lK1XXY 1 tt) ►A- Y.C. Amst pis rxtz5u?id" Ar ei Grxi[Al ,fl QC TR4N14, }� {1(PAR1 uE1#t t7r l:MG1NI.L l++su ' tin TE Nlml vk'tRf' {.s} /Yt" rNa AMt't SItAK lGur4•r.rpl.rT ..r 4"t t/p J++'4 .t'cjtdtt+! T5 t1„', LJT WOOS 7A714� .r. «.....•« ., .... /.ter. a..r« r n'. Pm, AMYl4 AW [i.k-QwtAATY GEYE11.0PVEHT �a-�---j{ T( r MA.[S%N'Li $t1Att S1 R411 'i { I it" .M! S .� }(d7S1YIt t ! r�I O•s +r�•'CY C)EYARTIAEIvT Or J()1t4C •—�+rCa s'_, :++YciTf ,t I. ANp DeV4 _Osr.reNr JtT$%IfTIG}, rtus •............«...... .,l ,..,a..... w.+.•.r,wrt' giro 'WS!,trim ew'. t4 {7j = •"�yi%eftY At its Jrm F•vPL E- t:Ge-!NT• .._ ✓r,+ , i- rl7f, 1�'� C.SRa'SA+1R1 1 J J?S' .G J►.'rmS 'Sr•�P rTP.<Ey`,IGNr1L IrrILES. F►+k..aL-I••y.•..� .• „•,•.,,,,,.• OEPARS►E7vI tx ItSPECT1O1,rS GA .,e �•--• a,r.rt ,..+ w •...a,.....//. w •1.1 ...e HA NTN6 ATN I 'f t , C L4 [LI[■a tll• LtIMC OLIa • OI�Q An [• !NL r•r „�•• ��,.•.•••+•�•• •-•,,� ••.. ..r. PMA{: JArARt S! /{/[iY ie f�C; NA OJ H or E v,'SL� ws }Case, LL , IYTzj, t L ajn PAA&,.w. Lrr- `� �.. ........., .. ...,.. 'I'w ...• .. .. .w .... -jAoAAJtIt HotIY 7 (2) A A. 15&4 Nit k#Vit ffI Rtw)F■ rsrs : tr ,a '•'+••'• � a y. ..�: n LEC S, •n+crac CWP'S a.+C.,GhI �_.«. •i...•L . t m ! ..JAPANtjtF Yl7Y a [G) 1 Y. P Eri "1, 17A4 I M+i ► :W a. -.A ,.... •r [ •••• r•••• •. a Icr.+ra SJIN'►e trrrrrr rtr.+s rut 1R YEA �. 17b4 I3.. ll A, 1 • Y 7 r a. tr K.r..»r •. Ym LF G�:.LL rCJ15C' s1,1 5 {}�' y J4+7ruEIE mbILY A! Xf604ta ; Y.AA v-1��� ••r 1,+r17 �E .4o. oil - ..� ! Oy . ......,..... �. .. ....�...... II let r Il, rftNT .�,. r,..... •t , r—t _ a<4asC 76.!3P,•L ..'.. f� rTr. � Nr.':7:•" I z" rr..- ,�. �1=I Ire'• .. b the Albemarle County Common" Development Depkartment Daft { 11 UJ Z W W Z Z W J U LU z J z LV U � z L'- z 0 LIJ zQ W� _ z U z ZD Cn J to z0-w W Or_ o¢ � W LL W Q p a z_ LM z 0 W Ix LL 0 cr W LLJ J APPROVED SUBMISSION NO. 2 PROJECT 1907300 T H E W 0 R K O F L I N E + G R A D E X102 mb I • r 40 4f P. Lp 16, 1 �✓ y� '� e� o e� i � � aPeR R� PPS/ / y c� �, '�, � %(1-1 a 1 � Cp • „ r 04 ,- ll ,F. , ; 1op 10, . umi Z W W Z c� z W J U LU z J z w U z Z cp w > �, z2 > < w w U z z o Q (f) J U U- z�o w J o�¢ v J LL 0 m Q O a z w J APPROVED SUBMISSION NO. 2 PROJECT 1907300 T H E W 0 R K O F L I N E + G R A D E x1.3 ,by the- COi nt' ,. L;%.d;iL AFTON SCIf N TIFIC TERRAff TABLE OF CONTENTS ADO COVER SHEET 001 DEMOLITION PLAN A01 PLAN VIEW A02 EXTERIOR ELEVATION AOJ SECTION GENERAL NOTES 1 COW Y WITH ALL APPLICABLE CODES AND ORDINANCES 2 VERIFY GRADES AND ELEVATIONS SHOWN ON DRAWINGS 3. ANY DISCREPANCIES IN ELEVATIONS OR OIMENSIONS SHALL BE REPORTED TO DESIGNER. 4. DO NOT SCALE DRAWINGS. 5. VERIFY AND PROVDE ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVDEO IN THE CONTRACT 6. REPETITIVE FEATURES MAY BE DRAWN ONI Y ONCE AND SHALL BE COMPIETH Y PROVIDED AS IF DRAWN IN FULL. Z. DIMENSIONS ARE TO FACE OF SHEET ROCK ON EXISTING WALLS, FACE OF MASONRY, FACE OF SHEATHING, FACE OF STUD, CENTER OF OPENING, CENTER OF BEAM, CENTER OF COLOrYIN AND CENTER OF FI,`XTURE 8. INTERIOR PARTITIONS ME J 1/2" UNLESS 0THFRW1Z DiMENS/ONED. EXTER/OR WALLS ARE 2W's. U1 BOR O A.F.F. ABOVE FINISH FLOOR GAL V GAL VANIZED Al UM AI UMINUM GYP BD GYPSUM BOARD BD. BOARD HD HEAD BM. BEAM ICU INSULATION BLDC BUILDING INT. INTERIOR co CASED OPENING JST. JOIST CAB. CABINETRY K S. IMCE SPACE CER. CERAMIC L T. LIGHT CL G. CEILING MAS MASONRY CLR. CLEAR MNT. MOUNT COL, COLUMN NI C NOT IN CONTRACT CONFO CONFIGURATION P. T. PRESSURE TREATED CRS. COURSE PL YWD. PL YWOOD D DRYER PNT. PAINT OFT. DETERMINED R RISER DIMS. DIMENSIONS R.I. ROUGH -IN D.S. DOWNSPOUT REF. REFRIGERATOR DW DISHWASHER REG. REGISTER DWG. DRAWING REO D REQUIRED E. EACH RET RETURN ELEV. ELEVATION 5/10 G SIDING EQ EQUAL T. TREAD EDT. EXTENT T & G TONGUE AND GROOVE EXT. EXTERIOR TYP. TYPICAL F.F. FINISH FLOOR U. O.N UNLESS OTHERWISE NOTED FP. FIREPLACE OTIL. UTILITY FL, FL OOR VI.F. VERIFY IN FIELD FIN. FINISH W WASHER FXTR FIXTURE W/ WITH FOUND. FOUNDATION WD. WOOD FTC. FOOTING. w 0 Q �C Uj z J z W W z cD z W J U LL I- W W W cn cJ� ,� z z� O 0 W zQ - Wzz W < O UQo ' U J U Z w LL � Q O O�:�i Of ILL° LLJ Q0< z Ruth Ellen Outlaw wJ 434 971 9914 o 434 996 7849 c Copyright @ 2016, by Outlaw Design Company OUTLAW D E S IG N C 0 M P A N Y ,APPROVED SUBMISSION NO. 2 PROJECT 1907300 T H E W 0 R K O F L I N E + G R A D E x1.4 U=1 z W W 2x2 CLEAR CEDAR, 4" 0 C. z 2WO,, CLEAR CEDAR 24 0 C. C� z O p Uj _ I L,._ II J 412, CLEAR CEDAR \ > M CD _ <C i U 2 -0 M,, CLEAR CEDAR POST TYP. *ANCHOR WALL ANCHORPLEX SYSTEM SNOWN. ONCE WALL SYSTEM 15 SELECTED BUILD PER MANUFACTURERS TECHNICAL INFORMATION & ENGINEERS SPECIFICATIONS. *VERIFi' FOOTING SYSTEM FOR IRFLLIS & CONSTRUCTION DETAILS & MATERIALS OF TRELLIS 2" 01A, HANDRAIL W Uj z J LL I O ' ^ u J• 0 CABLE RAIL W ° W U W POST BASE BY { z Z 114" PER 1'-0" o o 'ORNAMENTAL WOOO TIES" ^� Z W oC > (� P.I.P. FOOTER 0 Z Q 16 X16 " PRECAST R46R5 o CAP STONE O f— ' W — U Z z w o W Q O � -C cn w LL z Uj o . o �� STRUCTURAL 4' d I, I L w m cr W BAC1(FILL it e: 1 `O • 1 � ¢ "� ' � � � �� ANCHOR WA1L SYSTEM z — w : d 4 d Ruth Hen Outlaw J i I I d• 4 434 971 9914 o .4 434 996 7849 c j f I Copyright @ 2016, b Outlaw Design Company � � d � i ::.:. .. —� d• a 4" DIA. DRAINPIPE 6" .J TO.7 2' O" OF H (TYP1CA1) FINISHED GRADE 1 SEC770N 0 OUTLAW DESIGN rnNA D A N1 v APPROVED SUBMISSION NO. 2 PROJECT 1907300 T H E W 0 R K O F L I N E + G R A D E x1.8 n18-Li U6J_IC cu fir"unity �tpps?�slQitlfrl$ i�'�r��_:, cos m `iAp — roraitil® t� t•frwrml;t wltf;tYwg SiYNtt isM�'i9tl �,, mnri Ott !uf wrr'awt t,s tr +frwM!#+arw $W itfRwwwwww i+a /'+rw •mR �••M�Y.if• tMtWri)8� i�rtwntlon!#L. uwe% t spill tat tmxa ."Msv 1*8 mofi$sjfnM #t.ror .Maw1P"k SOWMANO 4p v%0Aa)tiw s#t 0a16*$4 st $&A too ,i00a440ft #0 044'1itioNIN "#*** vw +rtoay wa tqv v# iar* r+ «a.u1 % i!v rwtll :4*08.w$11 ice' f t $bow ;i ma a Osrm# «aatF gitwPFde At4 "+,) *##vwamk**.twal ihwitMty t•Mww twaas;,tiFvt *Soli war hit ows 40*64*e40o -.AO tow*** 16am A*A fr41"to-4*4 tam aarr>r.16Yv,pYl;« ► All aw0-446f O-W ow-evo.xro}tow 0400 aw'wiw'tt 9.Yww1t}glffraK Oak iY wr-4 try itwa AoiY�wg4wai.P t+mwfid' t'ft"rtnaw iwwfi►111'+iof aa. �i1t•YawYf,iP to, iiJlt.. 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