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HomeMy WebLinkAboutSDP201900069 Plan - Approved Minor Amendment 2020-11-30AFTON 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 OFASITE PLAN AMENDMENT AND THE FOLLOWING LETTERS OF REVISION (LISTED BELOW) AS WELLAS 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 ATRELLIS TO BE BUILT IN THE FUTURE. PROJECT INFORMATION: UTILITY OWNERS: OWNER: AFTON SCIENTIFIC PROPERTIES LLC CONTACT: TOM THORPE PHONE: (434) 979-3737 ENGINEER: LINE + GRADE] CIVIL ENGINEERS 113 4TH STREET NE CHARLOTTESVILLE, VA 22902 CONTACT: DANIEL C. HYER, PE PHONE: 434,262.01-69 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 SHEETC0.1 ADDT'L INFORMATION: DISTURBANCE AREA: 0.037 AC (1,612 SF) MISS UTILITY TICKET NO.: B629801824-OOB comm.. COM CAST 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 STEEP 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. t PROJ ECT LOCATION � eau VICINITY MAP SCALE: 1" = 4000' d" Y CU X` w ""kw *q� 19 i~ Q _ EJ 0 ' "PROJECT LOCATION nO 4 (> LOCATION MAP SCALE: 1" = 500' ( N ) 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 4. 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 DELTAANGLE 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 TC TOP OF CURB FL FLOWLINE 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 Sheet Title CO.0 Title Sheet C0.1 General Notes C1.0 Existing Conditions and Demolition Plan C2.0 Proposed Plan C2.1 Site Details C3.0 Landscape Plan Submittal Type XO.0 Survey Reviewed and Approved by the Commurjjy evelr mentDepartment Date^ —� File# bUb6 �/�i1+�ae) Signature 9 SUBMITTAL LOG SUBMISSION DESCRIPTION RECIPIENT SUBMITTAL DATE 1 COUNTY REVIEW ALB. CO. COMM. DEV. 1-1/08/2019 2 COUNTY REVIEW ALB. CO. COMM. DEV. 03/1-2/2020 3 COUNTY REVIEW ALB. CO. COMM. DEV. 06/30/2020 4 COUNTY REVIEW ALB. CO. COMM. DEV. 10/05/2020 5 COUNTY REVIEW ALB. CO. COMM. DEV. 1-1/23/2020 SIGNATURE PAREL: DEPARTMENT OF COMMUNITY DEVEL MENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT / APPROVAL Uj Z W W �Z V J W F_ 1 12.3/2020 S, DANIEL C. HYER Lic. No. 4559' .II r ti f oN AL g' i APPROVED DCH SUBMISSION NO. 5 PROJECT 1907300 T H E W O R K O F L I N E + G R A D E V 2Nlb - Uilit GENERAL CONSTRUCTION NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE 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 TH E 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 AN D ALL APPLICABLE STATE AN D 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 OFTHE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE REPAIRED TO THE FULL SATISFACTION OFTHE OWNER AND ENGINEER, ATTHE 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 INSTALLAND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OFTHE PROJECT; AND ROUTINELY CHECK /\/nlTn/11 nr\ri!\rn nrrc�nL- nl Inlnl/'+ Anln ArTrn f'.T­A r\lrnlTl'. UTI LITI ES: 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 A LL. 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. ALLSTORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OFTHE 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 OFTHE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS. GENERAL NOTES 3. ALL EXISTING RESIDENTIALAND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINALASPHALT 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. ALLTRAFFIC 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 OFTHE 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 NOTIFYTRANSIT 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 SHALLASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES. FIRE PREVENTION: 1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. CONCRETE AND ASPHALT: 1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS. 4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGSAND WALLS WHERE NEW CONCRETE SIDEWALKSARE PLACED AGAINSTTHEM. 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 OFTHE 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: 077 E2-00-00-00400 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 HEIGHT ALLOWED = 65 FT Per27.3 EXISTING BUILDING HEIGHT= 22 FT PROPOSED BUILDING HEIGHT= 22 FT SETBACKS: PRIMARY STREET (AVON COURT) MIN FRONTYARD= 10 FT Per4.20 PRIMARYSTREET (SE MINOLELAN E)MAX FRO NTYARD = NONE REQUIRED SIDE (ADJACENT TO HC)= NONE REQUIRED STRUCTURE SETBACK REAR (ADJACENT TO LI AND 62) = NONE REQUIRED PARKING SETBACK REAR (ADJACENTTO LI AND 132) = 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 Per4.12.6 TOTAL REQUIRED PARKING = 66 SPACES PerADAStd.208 HANDICAP SPACES REQUIRED= 3SPACE 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' X 40' 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 ASATRELLIS 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 COMMERCIALOR 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 U1 I Y Ur UHA KLU I I LbV I LLt: 1. OWNER: ASTEC PARTNERSHIP ZONING. LIGHT INDUSTRY TAX MAP: 77 PARCEL: 07 700-00-00-009AO 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 Z W1 Q C,3 O U LLJ ct LL I C0 Q VJ W a z Q w Z W TH OF-761 �r 10312020 � DANIEL C. HYER Lic. No. 45596 .I r �� f OXAL 1�80 APPROVED DCH SUBMISSION NO. 5 PROJECT 1907300 T H E W 0 R K 0 F I LI N E + G R A D E 419.97 I a •+. - �` U +r. e TMP ��: 11 GARY AND E A H M. EDGECOM00 z' : v �' ,�' ;: a , HIGHW Y CO RCIAL r1. .':'+ COM FOR SS 0 ETAILING1.v ' • : b ' %cy b1 ag ' D. B. 1 7 F 344 FLA 3 r ° ✓ D. B. IJ76 F. 282 PL a gym. fi,. 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UP co C ,-/ / �l - » STEEP SLOPES 'X'• J' ..... .. ... � ... .. ..... ...... a MN b a, ". � : PRE ERVED .. , ., a:::::::::::::: ___ . as UMP, aT G AREA _ a y KIN AR .� P , '' v ..!' �ADr f.s 1 E , EX. SHRUBS 5 '. G �.. I \­1 •� t �,, �, :. �` TO BE— : ':'.:' : • :..:.,L.;. • PROPERTY INSET �+ % PRESERVED ,9- {� NF "I- GYVE BROKEf�� i t G _ A•~«.-7y r s r-/629T3 " .. 1- 20. 0 20 40 W /'� 4 / . _.., ( 4 u PVC-lO "' p C© 466.84 ',' �`� i - � AI4.8I END c� : "`: : '-.:: - ..: ..:,:\�*-:.:-::::::-�..-.-.-.-.-.-.-- \ \ U Q� PB ARIINGS z M \� ""~ p� - GAS APPR4X/MATE > P �A� ACCESS EASEMENT �' tz x....: m'.: ` : ,' 1 , \ e I� ___ � cr VY E 8 : D B 136 r,�" V G• '�y""`�-.. OWNER: MOUNTA/N VIEW ffj �. E� 0 o P " "�. 1\0� 'a .� \� MOBILE HOME PARK 1 1 j' s ¢r� •per f',.. ,v; c , rn , , • a 4 �� ELE TRIO0 : �iPPfc'eXfM r� " ZONING: 82 i" V�' ,� PANEL: �+pyr 1� I FFc - °I.�', , �' TAX MAP. 59037/000 D G d/3 • l3Ei Fk ll. �- �, t6 oc� t �.-- Q .. �. a: Ih , » y �A Q` Ik tea : t� PB P r' o , : a f �� P V •fir A � P O° Ik Q C Fr • r d 6 q Q B n P L• ,� ry. �J .a , 2!° C.i� %t� i /8 +y4 `y 1 r P' G. f f8 ' �• r 4- G B a � 3 97 c� ( v \ \ --�-" -R_ o pp J 0 r t-FE C PB 8` cn M �• 4 G a� � i Y,4, V-1111a r;, w `!8 4./ tT c3 4 Q 3 " c7 v �: `�. �s Z ,r `"" arm --"' • C. 3 r 2 FF U ,' I'll , ,` a ,a e r' }' r', , . �3m: , 4l8.2 t G ;_; '� a•r, ra, .. `"� ,�'� 4/8,.4 Ft _ 404 /8 z ..: .. ,','r'•• r .. , �,, ,": » ," o' , , 7 - 5 ¢ N : ' PRESERVE EX. • " :< y C E ECTRIC _ .'. ''' PANEL , +' CG 6 GUTTER PAN%- a + X.y '.:°, �, 4 EX. TREE TO @E 0 .`, :, % ' /F �, 3 a2` PRESERVED. LIMB -UP EXISTING 0.011 AC 'a, ' 'i.'`' g I TMP 77E2-4 w-` .a r MARSHALL SEEDLESS ASH "+ ' - r:, 2.927 ACfc'ES °` 4:' TRUNCATE ISLAND ° ' � � / GSV� 4Q� f4 ' ;° ' '°` EXISTING+TREE CANOPY PRESERVED '' ;< ` �' J Ka Cilw Q /:. _ t ' a Rr OU 1ON C , 20 A S. #20 a" „ C3 •v Y R M M 6 � l �• Co .1 a •,°r h r1.) ,, 7 U 5 RY ''' c I-rK ro 24 / s o° I� T A� Qo OR ST 2 mX '�° O fr 'D Iv1E �?° r S CC 0 � \!(i fR� R ' Gf� AL E'T M ! B - R K C EW /NG' R Y S LD A� BUILDING � N. DING 4 G'4 3 t �'. ,'� A5EMENT 0 CO. AFTON SCIENTIFIC' � DEMOLISH CURB '...�.,... °fl,B,'«559 Pa 245 �,� !EN , C E) X-1 i , � ,` , , .. � 1 fir: :,'.". ,'. ".'m"f. N "?" SAWCUT EX. ASPHALT •,:; , ;" 1.D.B. •56� P32P6 ALA • C� ° p _F FFE 0:0' 7 AC � D, "r5 #4 c WS Ft -C ,' fa ;fFXTION .- - ` _ PER ASPHALT REPLACEMENT DETAIL '•:°:':°: 7 - 4f8,42 40r.Ir� C r ,' �, _ .� ,r e y. »„ ,r '. ... a .�.,.W.-..m " ..>. EX. TREE TO @E � "�a °'." 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'i 4 °�'• L 2 C cr7 W o vg ,� � lIID. 1 V 9 - 9 �t L A /4 9.9 T r� AL � ,r PH ,/ w z fay.! - 6.54 v m P EA �a ' A - 1 �a G IN ., , RK ¢ , > „ G ,• ,r lSCHR' ..+,',t .+r. f ,> „.r • „•a =l48.4 9' 7 «,,. C g ,a. ,' = 5. , .. r, o . n �+,x „,:..:+w:�a,�,,,a:.wn� ,. 1 FVr�. .�� LI'f .. + , e �. , , , . , . , . , > . , , .. , , , .�`y+,v+,++ y. CK ¢ _ SAWCUT EX. A PHALT 9-N/7 59 53 .aa �., WALL �,__ � ,� S CU S • > ... , ..... . + ;� . a . . o c, _ w� T, r7 . a pr• , �'`, A• r �. �. , ar r PER ASPHALT REPLACEMENT DETAIL ,' :':° z I CONC. -!6 8544 °� . �`:"r' *11" T r a , m• , t . cA '."a vv :a �,_. _ - -. 0 STAIR APPROXIMATE''..°. , , . , a (. T 407. 9 1-» , , , . ,s� w :> an 0 l..: " E� -- " ,✓' w --� T SEWER LINE A D �� F YNAL T' O X L F cr PER Si PLAN AS, w Q� T� (� ,PARKING AREA ; :/' Ac'f. 4 P A D DATED 5 r �, as a._ A j E cn � y� .Y/MATE ` .�y, 1AP« e,�. z� a, K:« a /----- BLS 28 r - A -� Ct�G�r , ,• lNE ''i 1- - N JR L � Y�, :' _ JF ,r EX. TREES (4} TO a TE PLAN" "°:Q.°:a•' �, a r / TEfJ ir�..' • @E PRESERVED :." i.° Q a�a a �d,.� a.. _° ` ' �`*AJBER 28, i989 `°' , I v :::::4:-,:.:.:-, 4::::.:::: f ,, .. „,°. f" ,, .::, EX. TREES 3 T 0 BE PRESERVED'" as �, .i , M . , r , .� . � . : : : : . K ,.,-,.:::: .. ....... a mu .. , • » r , .'a ,«r .aW__ • W _ -.., ma ,/ '^rr, � tF u. .�,—w,�'�` e_."'"`:,^'� , • • a , , a r , a , • , • a , a m a a n a r ♦ , ✓ f - k� ." 1�M, ... .• � a,` .,a a •I"� �r .•:` W , k _ ,m " fly'{1 ;. EX. SHRUBS /LJAS �Af k..'' .. �m x . •''`o a O / , 8�` 5f-! 2 rG 5 f tlU" • AS 1 �.`• I 8� S , (� -r 1 +f l �G7 " 1 3 TO BE 9 ,r �. c ) 5 6 . 9 If. ,� ;:\.�,.. ..-..\."...�'..'.�'�....�..,...*.....*.-.,..., �, ,�a P 4 PRE ERVE t' 4 .iton , r > �r {� t a* y �•R-5, . ^:ram 8 r �` ' �M a�.«a.o+ 4::::::9 , ''mow awa a �m «, , k y�: ai DEMOLITION LEGEND a< �a��� a.. , , , °, .r , , ',r w 4 b. j/ Y a pa y }.II��.g� '+d." , ,"„".''T^.. 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LIMITS OF CONCRETE REMOVAL �. ,� y++. ,,,+. mar ..„��xb.a� .,r.• , ... ;,°;'.. ,»• �. ,.�' ,,.. .. r. { o . +� (7( I5. °CMP f; �� rwav, "°,x.. » , r , w a, a y , , 1rL + , , a , , a , + Y i"; x•,3�-,•° ", I V. . 'I f �. $ 'm #,+L+✓ a 'f+,.°" vim•' ".",,(j R 'ts,- ,�. :/ 4 ; s _. D' `.� ," �� M w.r h/H.:.:,I y' D a a.� Q. _ ". :: , ..sv �„ a- a a r• t° J aama » o , .a«. �" .-.-- ... I ... + �Y^P �.. �° ,r.. .a • ,,. A '. I ,• , -- LIMITS OF GENERAL DEMOLITION + a + :.aw�wa�-•g ,usl:..aa .,,„y sms.,srs•..:.,..".+.....awr...m,.,>.:..,a,...,....."..,a._., ""u.0 • . ' • " , m , . , . , . ' ' .—.-'---`.'�' '�«� 1 1.« " s wz , - w",..-y.,,.a W, ° �.+.°°....-w-. A.-----^ ___�--- - l.a , END OF u __-�••«_m .ter ► ATLNE ER ! . w W �" MARKINGS „ :yu .., . a.,..+a.`�,.«,.a..3 ,aws <s� «W a.,.:a, , , .i <,....a v'.-ys..Tri'r,.:,,ai '� ''scl ;< r.,a..,b+se,',�. 3. x�. '�3S, yu`i::n¢£,Mari' .�: .. ,:� -1,.., .:h..t ,,,. �j. *�..e:>., •F' '':§�.s+�:i x�:".'y�-`ati,=.'; a. u. . 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SUBMISSION NO. 5 ��•. ,����� � � o LIMITS OF DISTURBANCE _ - _ - _ �, , - ... f� ,,...,�:.rr,.,--.....- „a.-_............:........>u,�....,�,..a,...,...,. -_._. .. ,...a,.,...aw. �, t.,a..,,,« ,.....,.,-_..•...,,...,,," ......w...a..mr<.+,d.aa.�__ a....r... 3r ...,,.m.......,...... -.,.....-.,..-..,,.,.,..,.".,....,..,,a,.m•.w, ,...a,. PROJECT 1907300 _ �� _ —•fit cs ::,._ ,••... s; '� [.,."."...@.... 1..1..1.* *., I I * .•:, ..... , : , STEEP SLOPES (PRESERVED) L I N E + G R A D E • • F-7-7 STEEP SLOPES (MANAGED) a ,.,., ......... a...._.. 1" = 20': 0 20 40 W GV1C LIIVC LL'. %".'''', , , � . .. . . . I . . . . . . . .. � ,t. . - - .'. .. . . . . . . . . . . . � - \ ..:::'::':':':':':':'::,:,:,:, : , : * : , :: * - " .,....:,.:-:..:.:.:�..,."..:.:.:.:.:".:-:..,� , , , -:%*-:......-.I.%%% -, *, , a 4 i �'r I - I , . :::::::-::::::::::::::: , ..".": "', ",%,'" . ___ .-I..''.- ..,. . �:,:,:-:.:::::::::..-,:::::, � .. . . . . . . � . . . , . .. U 6 TMP 77-8 D.B. //47 P. 346 '', , 4, -r;. , � _... * • �` AND E A H Al,, EDGECOM v' o GARY D. A z rn v•V: HIGHW Y COMF RCiAL f - : b I L ING ea c-- ,- :: ETA/ CON FOR SS 0� ° �,r D.B. / 60 P. 584 PL '. :c; --, - 344 PLA D: B. / 7 P. •%� .` 176 F. 282 PL • ©x't _ , . \ I n j . . \ _­­ / �.7?' Y` , G" At�/B - - 41.a �p l � \,z3.Alf �. :14 ADING DI IINA I --A -t> • - ( ,_ 6 �...�,-. r,. GR Y EASEMENT 7-9A Via' b o 3' .'- UTIt TrIP 7 ' rn 0 ( 3�55 P• 521, 5,32 SNIP , - •Z D. B. ASTEC PARTNER' N c., tr, • � . ?'•••••'- /'y a LIGHT INDUSTRIAL - � ;a VC-f�' ors f `vm o n' . f' ;' 0 �.- __ ,,.-° .,..,° -..»" ,OFF/CE Usk - , c�11 b_- /� .' SMh w �� % D B.� 1368 P42r� �� "�1 ...... , , . 1 TOP : . _ - - - 29 PEA T,-., - ...,., � c. yrn a 3 - _1 D.B. 068--F, ' , STEEP SLOPES (-A.... . J` W l�P ..� STEEP SLOPES - - 44V i AT _� _ ___� r .. C. - . -� (PRESERVED) sA , ,� MANAGED Z ., t ...(MANAGED) g 4 _. WS - �. V '.' �. P �a BA - \1 / CK :' THIS A REA OF PARKING IS NOT BEIN G i G in V ' t��' , ,.,, ,_... ,-.,.. - I 1 �a' .. •.-,.� ` "tea • C7 , M - W ,y. IT T IS SITE PLAN AND r REVIEWED W H H "�" WV 1i:r Gt� `/ t �,. I O F ..� I A` ;,. p P CM M �' - l f? • I✓N ` 1t'G O �. S 0 SDP2008 30. •4 I PART F -a C E ,t 1 11� FF , °S DiC •••y,y"• a..., , \ / r Y4- F� A JR 298 14 E 6 tT� -/ T � l •` $ 4 f I -- / /s -- _ TE /K/7 1 UP h F : N rt�-••-�.. i C .• R.. �-" / CAMA -. LV t� CON A N ..... I - - % .,.%:-.-.%-­ - .... .. � C. , GW " ' - �, ' `� „ m `-1 . t•_ t..:.1.1... I • ' ... 4 - - . , try �,� . . \.. .:.' V. : ::: l ti,• ` . It ,j / ry-_ �6 N .. 1 _ -: PROPERTY INSET p p :` PR4 , :::. a - / - C n �' 1 --- WV.' BRO EN � � � ,. .v. . , r' 20 11 - 1. 'b - ' 91326 r NF r `:':'• 1 - 20. 0 20 40 - I �-' C /' /' 4 J� W •, - 4 PVC-JO _ CO 4 06. c34 s__ ' ' ' : ' , . .,.--_ "• \ / PL 4 .8I. , icy D 3 �, >': , , . ,'ti _'e .. , ..: , , : 1 kt LOADING SPACE 1 rjr - \ P aS ARfCIFJGS PDX/MATE z P U/ / ., %% ✓' P`z- _ _ N AP J?, LETTER OF REVISION #1-18 x20 CONCREFE :y:, / 1 >✓ (12 x25) SERVES UPPER ACCESS EASEMENT " t ' '� 11 '1' ./� \1 �R'P �P " LEVEL D.B. /368 P. 44fJ c � PAD ADDTITI.ON DATED 9/17/2012 � � Q.1 j °il �' R 00. �' -r SEE DETAIL # C2.1 OWNEf2' MOUNTAIN VIEW / i r �/' 1 �,�''� 1&, 91 Emfi 1 �'� Gn �P O �y',.. � � a / -, . - ,' MOBILE HOME PARK t RP P c� j :PR /M •AP �' '. . BZ � O ZONING: TYP ONNG• !�" TYP i ' 5 :I A ESQ EARSN �' � ANEL r- - 3 � � 's • P ` TAX FIAT 59037/ODD d t�pt, 1I E Bry`• E36 r9° It 1 1 A-,N:.,• �/' 4 / 4 s c G� iti ✓ •• �. P ,�X- >, S b �, LETTER OF REVISION #2 CONVERSION OF ' , Z = 3 y `� > ,. \ } 1 r, A�t,, i� it Its fi� Q , , f' /� i ,� ,/� `, RAMP TO 40x21.08 PAD ATE 4/ / 0 3 c�1 S Pk 6 P 1 P 4 A. t- ,.,... / � , FF t. / �t" li : A / ( Z t� P S ev PB a ,. 418.2% t c� - IN ' 1 0- o LETTER OF REVISION #3 22x39 AWN G , _ cr 1 / V. G / ' c , \ 3 2013 �: /' r P U 3• OVER THE PAD DATED 9 '•:':• \ 1< ' 4 GM1.00 Y p ' /' ' -, f rn Ta: F. 2 i CS J i h. k 2 �. ... - ...... \ 'L WHEEL STOPS TYP { )' Q `� c� - � •5T�' • 2 FFL4 --- e� �a Irk 2 z x. I ..� .'%:%-:-: �. : .: \,� .:,�,:,:,:.:,:.:.:..�:.. E 1 . fL3 >< !14 11 C - EXISTING DUMPSTER PAD AND ENCLOSURE .\,*,: ':.:`.. '� tt✓t� E ECTRIC o ...1 i•" ,r PANEL RETRO ACTIVELY PROPOSED HEREIN. SEE DETAIL #/C2.1 TMP 77E2-4 26 c. ..1..:.. ,....,..., � . � . �N. . . .\*� �:\..\� ......X, ... * .�.:.:..*.:,..I:.-:.*.:...-,.: .N . :.. :.-.N-*. ,..., ::%...­::....::.... • ��� 2.427 ACRES TMP 77E2 f `O '.' J'_ � Vv Via° r'a `� G LOADING SPACE 2 0: ,�. EXISTI^NG TREE CANOPY PRESERVED HANDICAP PARKING G : :",'.',' '. 12'x25' SERVES LOWER / Q m�, { ) J.': V Y. . . c2 LEVEL a 1 �'°" co ' - : ff ' �, a: w A ''. PR P ED CG-2f • r STORY \;� O OS ' E 24HK57 I S '�' %' ` :✓' �N STORY '•:', r 2 C7 G BRICK STUCCO METAL _ AL CD l TIE-IN TO EXISTING 'a' BRICK cS .. _ . , .. ;•:• It BUILDIAfG' F / BUJLDNGT �' �' ;°<• <�`s �,, ,,�A �� RY ��E ,�U Hj / C PROPOSED ASPHALT PAVING ScME 45 Q N SC 0 ° 569 2 PLA J 'AFTO SCIENTIFIC' 2 SEE DETAIL 8/C2.1 • a`6 P. E - ��\ D: B" "5 3 P. 43 - ON 4) , 1' ATE . • EX( .. . 6, FFF_ �,j` ­11 S C / t 4l1 , a. ' - i 14 . B OTHERS. ELEVATOR ADDITION Y T' • S �S D AWING .' SEE AR CHITECTURAL R � .,.� EX NDICAP PARKING SPACES TO CO K ,HA f %/ Y An U y�rR N .�o l 5a J% C BE DILATED AND REPLACED ERA t O R :xl.s. - 3 COY WITH (3) REGULAR SPACES J f��, h ,� / ��E) a... t r •,�', .".' r ,•,. �. S •� Ids v. _ .G WHEEL STOPS TYP a .. , :f.•.'°,'.°•'•'•'• T 1° ,, (YP, ° '".,,A STEEP SLOPES CO - ', {y W , Y' V 16 co. DC 4 ::°: \ Q: �/ � PRE ERVED : ' h TYP „A�, ,' '� Q (!7 g a•• / 1 . 7a E 4C1 F,/. �r w a a: 4 Yr ,ry - N ,, ,,+a .. `5E b. r, Iryl: -- I6 8 2 � 9 - ' 9 !' 35 6%E /$ , t o. "" y�y, F m� lJ1• µrrt a � 1 .9E �. 4 3 r 0 a 4 -� 1 •D� CS ) s. a r 2' . r c r LETTER F REVISION 0= • E J ��. � N k Au .: t44, Y, Jfy a' a r `•� ..lit to M.. G A �+v /� '"`Ln W.a.msura :r ., C # V ,•, " n *i. 9. z jf �i1 w ADDITION OF DECK ��. A c� 8 .. 8 ,.� Co O w �: DATED 9 6 2016 6 i y y r' -305.76 R • :,a.,. a�. , • •' �. _, �n F i - -/4 9.99 `�, 9 A r PHA � � � V .,. AS // �,. _� . a- +,, w • ,+ _ a -6.54 A � -.. T 7 'P�' GA RE /N TYP K , R G 9 PA ...,� } 48.49 4 a >�v G y , U') i,• 0 �..r, 1f R - 59 53 �,- .:: 3 17 � v � . to •.�. ,...., L w w - 4 „° , • cn r3� ` 1: :: " T CON r-lo '• •" z .. A` G TE a :: R ,�:,-a PP JR Q A A w % PO S 4 OT 97 ':' E / ER L /E T LY D SE . .... / ­_ - .'. . 4 I I I E © SITE PLAN AS X L PER C? . . :°' cn 0 R r N F : �/'#:: 4 R E AREA !// " T j PARKING .-� .� P' DATED ATE w JM P' X A V E AREA MANAGED �n . � RK STEEP SLOPE AR ( ) 1 BER 28 1 j , E z 1 '� � A v OVEM 989 :f: S R LJN , •• :. . `,,• , 16 F SITE P AN �°`%% � . " !• `'' , ' ' (lYP) (TYP) --� , i j ' :: •;D�} TE c . . F- 28 t9S9 �',r BER (#/) '� E f- v tV : :°:' `L r a a a a a w n'' V .. x ''. 1--:-:::::::f:::-.-...OWNER TO SHIFT SPACES SOUTHEAST. TYP SPACES MEET RE QUIRED UIRED () � 0'' * .... ,',- � , h, .", _. - :./: ...N­ / , , . , . , . - , . ENSURE AL L SPA 33 N t Q rn v - T•' .S DIME NSIONS. LEFT O VER AREA WI 0 1 ::`:' r, , , + , RB'IN 'E . , BE HASH STRIPED. G .......I _ , . - -�Lw- IP b . J „ r` vzz_z_ y, m. . - A! ,". - _ • ' , f w.. _. :S H, , OWNER TO ADJUST PAINT MARKINGS TO ENSURE OP.' �''` 1 ,-� O .y lI SPACES ARE 9X16 WHICH RESULTS N 33 SPACES '` . 1 " , r: t • T.' �. . a' I a w ' ter° :.:-:.:.:-::::.:.:.:.:.: :::.:: -:.:.:-::::::: .,° Fl .3. . .:. :::: •• ry...... p n ©Q�:-,7"4V •a - 62 7 :-�� � .-'..:.-��:-:,T 1 :'. :::: �. L ''" *I f b' , - , w `:' .' , a• , as wi ,. w 'r•-,... .ire'' . ,`•s,;,x•" �, ' `ni'W `.rw"'. �} . .. ..... � - _X w•• / -:,:-:-::T:...:-:::::::� 41 _ sue... ".... . , • 1. 1 s., 'r. • v •'Y :wa' :"'"" i 3 w^ . ry • �,.,'. ..._ ........_ . T.: . a. t .�• 5 1 a �z r �n 8 v :'• i5 a..% :::- �;': :; p� .a J. G .. ...... ­ -,�- , �� :may D �; J. r' - ­ ,.\ " :, �' 3.0 G '1.7 „ (J . ," ,' •'T� r I .. ,.ri © ' I. 6:. d2• P^I... � ... • w .' w,s.�gyy w �5 • fw{' • . t4' w�•^"`• , if'S,• w�"V"o•• •+r' j'/ } -/ f /' /� .. 1A r 5`32 . /6• ram:•. '•�:�`:°:•, . , «. ,.. 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"A„ . n�. -.'_. .CavLJ+Y- vs vhl d' ,.+°"'•'•"�.,....,.-.w�uww-_...._-.a _.suv>te.uuu.•da«,....:1n[...'w%h.w..em•ygAve.L.a.rn.wirebw�u�.uuyuaJessenv,xuu.aubYatiYmvusa[IWw,ur.uds.!' wu= r.,• .. --•.�••:yyyyy PROJECT 1ga73aa .v _�-. �-m._T �� W -,�, - -11,11,1111, �, �,�., .,�..v..._.�,.,��-..�,,,. � �i tia 54� �'� . ,•���• .. , , . , , , . :-:�:�:•:�:�:':•:�:`:-:• STEEP SLOPES (PRESERVED) O c- - - .:.::::.:.:.:.:-:.:.:.:.-, , -:-:.:-:, , - [" THE W RK ®F F LINE + GRAD E _.. W" ,- `w." `.�,- u-,-- . -----. ,----------."---------'r---- _.- ­, �­I . -,-- �- STEEP SLOPES(MANAGED) . . . � I I I . . I . . I .. . . . . . . . . . . \ �- . .. I . I.:.,..-,...*�-�...'............'......'�-,*�.�'-I-,..I*--.,..".-I".-....,...,.--,,..".�.',..,....'..,*..-.'.--"�,.*.-�..�...­...'..-...'..-,...­...,..-.�,*.. .-...­.-.-"....�� ­..*..�'."......, .- 2 0 1 � PROPOSED PLAN 1 - 20. 0 20 40 ■ ,�A� >>10° 5' MIN. — Z RERMISSBLE CONST. JOINT z 5�� 4' TY2 2' M1 TRANSITION GUTTER PAN SLOPE TO 20:1THR000H RAMP LENGTH A GUTTER PAN MAXIMUM SLOPE 20:1 TANGENT PLAN SHAPE TO MATCH FACE OF ROADWAY CURB 22'-0" MIN._ 5'-0" MIN. BACK OF CURB 1 jl:�22; MAX. 48: 1 MAX. 20 • 1 9 4$• 1 MAX. 2' MIN. SECTION A -A TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB $' 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 15 15 THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. CO-12 X-A AT X , 2" HIGHER THAN Y4• EDGE OF PAVEMENT AT X X SAME AS TOP OF CURB AT X , 2" HIGHER THAN EDGE OF PAVEMENT AT X* , SAME AS TOP OF CURB � t-I a V) II II CROSSWALK EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 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 20:1AT 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. XVDDT REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION DATE SHEET 4 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION O4/19 204.04 0 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 FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. • Pp P P a,P D,P <-v SURFACE BASE CG-2 2" RADIUS SUBBASE A , 6 P -N D.o ai D.o'• D. SURFACE In pp • pp � p S Pp ;A pp > BASE .o "• D.D • D.e'• D. >p • • ap • pp �p P p SUBBASE 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION XVDOT REFERENCE STANDARD 6" CURB _ ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 CG-2 2" 0 HOLE FULL TH ICKN ESS 6'-0" 2- #3 REBAR I r+IN O O 00 12" TOP VIEW ti1N LO 0 111 0( 2 ..AI. u 11 N it N 3 Gn1' 11 H II "All SIDE VIEW WHEEL STOP r- RIGID SURFACE r�niini�rn �nAnr 8 2 2 SECTION "A" ENLARGED �f! 17Ll' 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE j -�---t i ��--r ! 1_._._._ 1 1: -----• t t r---�-r ! r---•-• I t t _.._.. i ! -�- !- • I �= MIN. 4" THICK, 3000 PSI CONCRETEI_�-1- - - I - III REM I � �� I S 4D I —1 1 1 21A BASE , ----.I (I-1 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 RESERVED PARKING CV PENALTY $1004500 FINE TOW AWAY ZONE VAN AN o ACCESSIBLE VAN PLACARD 5' MIN. TO (WHERE APPLICABLE) 4 FINISHED GRADE I HANDICAP t II PARKING SYMBOL HANDICAP PARKING SIGN HANDICAP PARKING SIGN HANDICAP PARKING SIGN_ $• a ¢ 4 m n: ADA PATH ADA PATH PAVEMENT EDGE STANDARD ono SPACE 00 OF 4" STRIPING VAN SPACED 2' APART k,_8151 PLAN �8818 �l 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. HANDICAP PARKING SPACE DETAILS 'Acl LS') 10'-10" a x I. 6' HIGH BRICK SCREEN �.--• I / WALL AROUND DUM PSTER ENCLOSURE fi I I .. 1 K •• K. 1 L.J I 1. `` t t. . x. x• � )... CONCRETE .I A[ %Aflnr MAII\Irrn "rnIPE � • R" ' '/ , , t 2" I 2" x. BRICK PILASTER K F BRICK PILASTER x.. 2 x i K / � : � y BOLLARD x / E (TYP) IT g 0 x x ;r 1 ' ya ASPHALT DRIVE AISLE LIMITS KNEE WALL >� HElGHTVARIES: 12"-18" . x x TYPICAL PARKING SPACE 6 DUMPSTER ENCLOSURE 3" VDOT BM-25A ASPHALT CONC. BASE OVER PRIME COAT PRIME-t COMPACTED SUBGRAD •2" VDOT SM-9.A BIT. CONC. r-TACK COAT I-8" VDOT 21A/21B, TYPE 1 AGGREGATE BASE SUBGRADE STABILIZATION GEOTEXTI LE OFULL -DEPTH PAVEMENT SECTION 1" ROUNDING OF CONCRETE SLOPE TO DRAIN 0 co 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 (3,500 P.S.I.) EXPANSION JOINT (TYP) BAR, 12" LONG %�> THROUGH PIPE b 1.5' DIA. -- TYPE I BOLLARD z w z cW C Q z Q < z_ Q- 0 W U) z L� o 0 W 75 Lu r � m �►.J J H z W v/ z 0 LL Q �t,yTx of �r > �2312020 V DANIEL C. HYER Llc. No. 45596 C 6'10N AL yr� APPROVED DCH SUBMISSION NO. 5 PROJECT 1907300 C2ml f241 ��IPS J �`Oi 209.9 TMP 77-8 D.B. 1147 P. 346 r U� l umi GARY D AN©E A H M. EDGECOM `` HIGH:N YC RCIAL S Q COM FOR �," D. B. 160 P. 584 PL __ 1' x D. B. 1 7 P. 344 PLA _ -� J w 1 76 P 282 PL t / cry D.B._ / - �cny ��' (2) WILLOW OAKS PROPOSED z �,. ORIGINAL SITE PLAN ;-� rn INDICATES (3) PINE w GRADING D AlAIAGi•AA10 -411. `1 O °` UTiCII YASEMENr IMF 77-9A �'�0m� b3w �n w Z Uj D. D.B. 3535 P. 521, 532 ASTEC PARTNERSHIP LIGHT INDUSTRIAL m� 1� z o� rnr' PVC-ll �, ! J OFFICE USE iyrn rzn �T P D.B. 1368 P 427 � s 53.2 c, Q D.B. 1368 P. 429 PLAT. 1368 P. 440 PLAT` b = 030 A VON COURT — - 2 WS � #2 ��? •�, 35 If IJ i• o5ry .-.-,•^" ..y`"`.'^w ^w... �..+'r. " { 4 C,.Jd ��� e+., °k ^:>v. .:#L; "k. .,�+: ;' F )VA OW JPV y./ i ev WV 7 r�..c _ . APPRQXIMA M UiVDERGRQUr�/D 1 Fr. t _ k, �LRA l QR �FE}_ " ., �,,� T-1629800r GLP t¢r 7� cQnDu1T , - Mv 11 j UP Hft 7 �/ %7/ , ,,,� i r'` NF CO cayL STEEP SLOPES��� �.... �, `y (PRESERVED) \ j ( .," ASPH, (5} HEAVENLY BAM B00 MN % CONC. INAL `, �` , } , \� i� . `.. _ z" *mow,,57Jj PARKIM NOT INDICATED IN ORIGINAL SITE PLAN -` ° ."' PAD 1 CURRENTLY EXIST ON SITE µ...�\ ', umi GW U _. ^gym ;"„`...,,....1- ._.»_...... ,""" p • t � ; � � � � � � � � ..--� ` . '� 4 � � � � �'� \1 ,� �,`���: � � P R O P E RTY I N S ET W' BRO EN /497326 3 2 1"= 20': 0 20 40 /7. 4 „ rVC-rO NF ° - - T 62977 GAS f // S ROX/ i A TE z �>x ,ice �� ` �CEANENJI i RP D.B. 1,568 P. 440 v� `. r '� l �� q `°�? �, QGYNER.' MOUNTAIN VIEW `.J GRP�P CO P .. �. �e �' 4 MOBILE HOME PARK B2 ZONING ra � ,,�A ZONING:PANEL - �; } > 6 4� °, TAX MAP- 590371000 J �' � �• � �,, � 1 SP5�1k� � P. � ,.�S��1k�Q ,� NkL,OP Cod 1=F B ,�.. 4 p `� nth 6S ,.� PP�•�an B - FFL- �" -� •., '� � �° �� ��'�� �. �, '���+ ��' � �, � r _ �7 ye A t l 4 GM� ,• 418.24 �, 12 MARSHALL SEEDLESS ASH .. " `.�,Z� FFL "c' • PFF' , PER ORIGINAL SITE PLAN 4/8.34 FFE 404.18 4r8.28 C FF 418.20 z ,r/ °� C E ECTRIC 12" CHERRY PANEL ✓ .. !4 , `JA 0 � NOT INDICATED IN ORIGINAL SITE PLAN O �� � CURRENTLY EXISTS ON SITE / t ' r 3 2 '� TMP 77Ec'-4 2.927 ACRES T1"IP 77E2 4 O . , l� l`' " ��°``�`1, • . 13 i G5 l �'--- #2020 AVQN CQURT ORIGINAL VS. EXISTING PLANTING SUMMARY 6-M� "- Co t` GIB '3 r NSG0024HfC57 ✓'l STORY 2 STORY BRICK - BU� DNG METAL O • r2CH'25 ~ BRIBUILDINGTAL y i 4 p44 Approved Site Plan (SDP 2000771 Landscape Materials z CO -� / // Trees Total Quantity W AFTON SCIENTIFIC` Min. Original Parking Planted I•I-'C � Key Botanical Name Common Name p y g Currently on C)_ Ff-.E Caliper Quantity Trees Along Site Z 418.42 -41,. C s Streets H z� Q ` 15" CHERRY 40 3rRAyVW~,.~yb NOT INDICATED IN ORIGINAL SITE PLAN YC Prun us x yedoensis Yoshino Cherry 1-1/2" 2 F-- W FFE _ CURRENTLY EXISTS ON SITE WO Quercus Phe!!os Willow Oak 1-1/211 9 3 5 ?L < W ,��" / MSA Fraxinus pennsylvanica 'Marshall` Marshall Seedless Ash 1-1/2" 7 1 4 5 W z " FOC 10 DOGWOOD S P Pinus Resinosa Red Pine 1-1/211 20 � � �h APANE E HOLLY BE f� Y .. ORIGINAL PLAN INDICATED ASH TREE, o° 24 J S ,✓ C MONS Crabapple 1-1/2 1 < Q Q INSTALLED AT 5' ON CENTER AND AT A , Y, /-FE t* f '' tF04A.F£� G CURRENTLY EXISTS ON SITE / t n J V �U ,5 y, � � H Cratae us Hawthorn 1-1/211 1 V 1 4 /8.3ar-162992I6,r g MINIMUM HEIGHT OF 12" AT TIME OF ,.. 8 � ti:' 4 f FFE ro "�q w, ' �- W ,Ar 6 ...«. .,,,, ,. c c, .''` g. .�-,¢,- 014 24 403 94.. ,.�'' .., ` , "'' w ,; DJ flex Crenata Compacta Dwarf Japanese Holly n/a 30 J w`� s , Z PLANTING N F ,LLJ / w` h_ xn,k *�0. Ilex Crenata Japanese Holly n/a 2 00 ltd4 �1 c 4O ...� C"» ! �'°yam .. h . J H (`1 Q l0 JY Taxus Cuspidata Japanese Yew n/a 8 — Z R= 05.76 „� �T DWARF JAPANESE HOLLY HAVE BEEN REMOVED. r c, i ° ODI;G,L .qr i— U) W A=I49.99` ASPHALT ARB ENTRANCE CORRIDOR GUIDELINES ARE r >: L.I_ r. CO Q T=76.54 ' �PARKfNG AREA �a M R r Trees Planted but not Indicated on the OriginalSite Plan Q _J C=148.49' NOSECTION OF AVON STREET EXTENDED r _.__ _�: �v M -u. ✓'c` G� G A05.c'25 �,� „ Q `3=N17°59'Su sy.4 e C1C LL.. A r 8 ASH TREE / Trees wfY=N1 28°0 (3) WILLOW OAKS 14% �` ORIGINAL PLAN INDICATES WILLOW OAK / r a t Min. Screening Parking Planted Proposed z PROPOSED IN 1'(O CONS. 0 i T 16 8 04 �_ ~ LAG T S %R r I 4 7 g- q FR RIMAT 'CURRENTLY EXISTS ON SITE $ Key Botanical Name Common Name Caliper/Ht. Tree/Shrub Trees Along Quantity w ORIGINAL SITE PLAN �� T� 0 LINE - 2 irVL� QII�IA� II��IE STEEP SLOPE AREA (MANAGED} % I PE/��TE PLAN 1 811 ASH TREE ASPHALT Streets w-2/ 4- PROPOSED WILLOW OAK AP�RyyATFD iN f t ' I t D TED NOT INDICATED ON ORIGINAL SITE PLAN f/J'ARKING AREA z SHALL BE INSTALLED ARC ' PROPOSED WILLOW OAK ` t i r 28, I �� YC Prunusxyedoensis Yoshino Cherry 1-1/2" 1 1 � F '`� Z. � CURRENTLY EXISTS ON SITE �`� � _ ORIGINAL PLAN INDICATES CRAB APPLE SHALL BE INSTALLED / O ? WO Quercus Phellos Willow Oak 1-1/211 5 5 ORIGINAL PLAN INDICATES MSA J 1 10" ASH TREE f " G Q PROPOSED WILLOW OAK MSA Fraxinus pennsylvanica 'Marshall' Marshall Seedless Ash 1-1/211 SHALL BE INSTALLED �/ j i I ORIGINAL PLAN INDICATES MSA � 1 � � � l I l � P Pinus Resinosa Red Pine 1-1/2" ORIGINAL PLAN INDICATES CRAB APPLE / / CURRENTLY EXISTS ON SITE p PROPOSED YOSHINO CHERRY C Malus Crabapple 1-1/2" IN REVISED LOCATION FROM I / I -uw �-• � � H Crataegus Hawthorn 1-1/2" i , M LLL r ORIGINAL SITE PLAN Cherry 211 2 2 . . M,Flowering Dogwood 1-1/211 1 1 / . q"` - - -✓ D1H Ilex Crenata Compacta Dwarf e Holly •-.. `` ---' Dw f Japanese ( n/a 4 4 Ic.¢ d�,- - JH flex Crenata Japanese Holly 12 24 24 ,f JY Taxus Cuspidata Japanese Yew 12 1 , M WC Cotoneaster er Sa licifolius Willowleaf Cotoneaster n/a 163 163 HB Nandina Domestica Heavenly Bamboo n/a - Species to be Planted I .,.. •-••-. - --•---_._, ,...... � «,..., .. ..---- _.-- .:.., "' � W...-•v - � �-. - a.; .-ombtned Totals f Original Species Still Remaining, and Additional .r. Trees 12,312 020 Min. Screens Parking Planted TotalPSLOPES `�r I<e Botanical Name Common Name Quantity _- - W __ Y Cap / t Tre J hrub T o as w 10" ASH TREE ._" - " -_�- --_ - ~_ _ �` _ _ ~ " li Caliper/Ht. H . e S Tees AI ng DANIEL C HYER ` = Y _._ T NEA TER HRUBS . - _ ."" (163} WILLOWLEAF CO 0 S S - _ _ S VE Q J ' S Lic. No. [,5596 ° - ORIGINAL PLAN INDICATES WILLOW OAK" - �� ~--~ -y..- QP_ v-_7 7• � �- NOT INDICATED IN -....--.�..,�.:: Streets . VON ` �L>�C C y�T THIS TREE EXISTS ON SITE �L� � � � �- -w ���W� � ^ tt � � � �� �� �� YC Prunus y doensis Yoshino Cherry 2 1 1 � 14 VI 1/ /-C L L /1 / CURRENTLY EXIST ON SITE � ~•' �� �' �' �" �� AND OF _ WA�TERLfNE � � '� , __, ,..,.,,�,,,,.,�,, ,.,,�,=�=,� WO Quercus Phe I I os Wi I I ow Oak 1-1/2 q MARKINGS MSA Fraxinus pennsylvanica'Marshal l' Marshall Seedless Ash 1-1/2" 1 4 5 'tea 'A.t4q., x+` ...,n: 1 : .:.nd?iLi�'''nra'a`y,e. ::..y.::i3a °Eat'a'Ztn✓-wxar.e.': — '711 0 s Resinosa Red Pine L 1 ,s.,s[&:... 4 ...:. ... ... 3 .t.... ..vim ..< , li - - ,~ .»,....,...:.:,..,:. ,."............ ....�� r Crabapple 1-1 2 APPROVED QCH .e:....., ey C Malus/ w v H Crata g s Hawthorn 1-1/2" 0 e u 5 !!n �-+ CC j � � SUBMISSION N0. !� V1y J TF L IT E T I ' Prunus u i Cherry - 211 ....... ,.....n .. .. — � _,---t-..__.- _._...— ..::.... , ..... — 1 1 PROJECT 1907300 P u s Av'um Ch 1 1/ ..«, .,,,.. ... 1,. ., ,:. � �....� ,�.,.�W.:�-'.....,d.�, Dogwood 1 1 2 P R J E T r D CornusFlorida Flowering / r `��`w'Y�� DJH x Crenata Co cta Dwarf Japanese Ho mpa apa Holly n/a % Ile Dw nes I 0 � ..._ . WL...............,.... � .....,,...«..,._._.. .__..,....,.,. � car rb ' JH Ilex Crenata Japanese Holly 1211 24 24 T H E W 0 R K O F JY Taxus Cuspidata Japanese Yew 1211 L I N E + G RA D E ""` °'-`• w ,.,,• WC Cotoneaster Salicifolius Willowleaf Cotoneaster n/a 163 163 w M HB Nandina Domestica Heavenly Bamboo n/a 5 5 01 � LANDSCAPE PLAN C3mO 1" = 20': 0 20 40 VICINITY MAP 1" = 1500' 10 12" CMP-II 415.7 5 �2"CMP-1 1 411.23 \ 1119 rAD1NG, DRAJ.UAaE-ANa - - - '-'416 UTILTfY EASEMENT D.B. 3535 P. 521, 532 - - TMP 77-9A O v R ORS A m y JN 0 ASTEC PARTNERSHIP m O P� 1 r w - - - - - D.B:' 1368 P. 427pOv�� O�� �" li! r� ! / - - - - - - - - - _ D.B. 1368 P. 429 PLAT rn °� M N1PO e o e pt+� 4.0 o \ - _ - D.B. 1368 P. 440 PLAT °D-o P� 0 0 Di s' PVC If z0 M 344.0 TSSMH rn r ? TOP I I/ UP G119TA3390967 GW _} 1 CMP-II_`- y 1 1481 UP HKY' TPED` z m w�; 353,211 S 13ACK� OW PV #2030 AVON C T 0 \\ \\n Z 18 6367 ® \ 4t WY tt\ \9S 1?�362.11 I WV0wy 5' 6\1 11 11 WM T-18298001 ` \ APPROXIMATE GENE aTOR FFE UNDERGROUND \\�' \ ° \\ \ \ } 412.78illyyl11yy111 \ 1 I GW - - - I I ( 1 I I 1�r MNF 00 NO. GM \\ \01 \\ \\1\\ \ \\ 1 - ( ASPHALT O O r. WALL , \ \ \ } \ \ \\ \ \\ \ \ \ } I It 11 t1 I GW / I I / / PARKING AREA MNF CO WALL _ x \ \1 }} \ } i11 \\ \\ II }1 }1 1 II it 111 1 i _ _ _ ! ! x \ 1 }\I 1\\1\ \ t11 1 1 Il} III III}1j}1111\ I ttA l �1 , tV36. 8. 7.,E f /� 1 1 I '� UMPSTE / \\ }111 \11 11 \\ \\\\ 1 11 t} III 1 11 1 1 I / " I f �, r 104.56 \ .� ` ciF:r` I I I \ Pao ( x\ \ }\ }} 1 ✓ / v ( t \ 1 1 \ \ \ \ 1 \\\ \ 1 11} 11 1 \1 \}II I I / .o / o I t I xl r .7� +;/NP`�IcQT i629_7326 L \ F \ 1 } \1 \ \\\\ \ + \\\I \ \\t 111\ i t1111 IIti11I y \ T 77 8A ! ! / ! p! OE d 477.23 . "- r MN c WV BROfCEN 192.88' 1 1 t \ GARY D. ANDrE IZABETH M. EDGECOMB ' / /v l I ! J ♦ �� �PQ•?�� f \ ; 4" FVG-1a y \v T-11;;629732� \ \ \ \ \ii \ \ l + f7.B. ii47 P. 346 r / \ / / / Pigs 60r rP� 414181 iw x ( CO 40$.84 PUS 1 \ 1 \\ \ \\ \\ 1\ \ \ 11 1 \ 1 \1 \ \ / s ! \ G e p �B \ 1 } 1 \ 1 11 \ 1 \ \\\\ \ I \ I ��\ l\ \ \ 11 } 1 1 \ l' S y NDO 1 I s \ \\\ 1 1 1 \} \\ \ w / / G t �' O P -, ` A PROXIMATE I O \ \ \ 1 111 1\ \\ 1 \ \ \ \ D.B. 1560 P. 584 PLAT / / r j - _ P 4Q' PK + \ GA MARK NGS \ \ \ 11 \ 1\ \ \ \\ \\\\ 1 D.B. 1147 P. 344 PLAT f7 _ \ 1 p POS 1\ \\ \ \ 11 \ \ 11 \ \ R \ 1\\ \ 1 1 \ \ \ \ w f ! P ACCESS EASEMENT Z \ 1 \ 1 \\ \ \\1 \ \ \� s D.B. 1376 P. 282 PLAT G' \ ��_ D.B. 1368 P 440 I \\ \ \ \ \\ \ \ \ Gp M t 1 POST N \\ \ \ 1 \\\ \\ \ \ \ \ \\ \\\\ \ I / / ;1 { \CAE �e / ELE TRIO \ PP \ CO PB 1 /! K /'; \ `�\ O PAN L i O O I P ST \\ \\ \ \\ \\ \ \ \ \ \ \ \ \\\\ \\ 1 / \ S�Pd� 3 r 418.46 O \ \\\�DFpRO IS �E ` \ \`\\\\\\\\ \ 6 M / ! f i P try a a� �' o / tts q 1 ( \ I /Pos - .`x } gE �1Mri \\ \ \\ \ \ \ \\ GQQ.1' ZO \1\ \011\t'B�PE�`4 \ \i \i\` \\ \ \`\\ `�\ \\ 4ry / � '*\ , \ O• ! P8 q5 FFE B / 1 ' �\ goo' 4t8.z7 / \ \ \\ \ \ \\ \\ \ \ \\ \ \ \ \ \ 418E9 ` \\ \\ \ \ \\\\\ \ \ \\\ \ \\ \\ \\ \O \ \ \ \ \\ 1 \ 0 FFE Cp 6 2$ B O/ // Ay \ \ \\ \ \ 1 ! \ 1 3 1\ \ \ \ \\\ \ \ \ 418.24 \ eT q AtS3 B 'Y� J ```` � \ \ \ \ \ \ \ \ 1 \ \ \ i ' • (� YD 1 qp a �' G}.1 1 } 11 \1\ \\\\ \\\\\\\ \ \\ 404.10 R ! 1\ 1 I \ 1 \\ \\ \ \ \ \ \ \ \ \ \ \ \\ 1 0 FFE �. ) 1P POSTII yl 11 1 \\ \ \ \ \\\\ \ \\1 Ir I 1 1 \\ \\ 418.28 o o -� It}l ''1111 I i \\\\ 1 \I11w\ \ \\\ \\ \ r 418.34 FFE FFE ti 1 \ \ \\ \i \11 418,20 404.18 G rah 00 / l ! 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( Jl // !! //AVON!/STREET E <11 ! i I ! t f I I TITLE REFERENCES FOR: a ) a0i ar ! I I I TMP 77E2-4 AFTON SCIENTIFIC PROPERTIES, LLC cn co `'' D.B. 3567 P. 615 D.B. 1368 P. 440 PLAT (EXCEPTION 015) D.B. 1057 P. 331 PLAT (EXCEPTION #5) D.B. 996 P, 56 PLAT D.B. 870 P, 339 PLAT i D.B. 771 P. 381 PLAT D.B. 438 P. 619 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) 8g16Q D.B. 1441 R 253 ACCESS AND ROAD MAINTENANCE (EXCE ION #61 D.B. 1418 P. 162 VEPCO (EXCEPTION #3) D.B. 1368 P. 437 STORMWATER D.B. 1368 P. 441 WATERLINE (EXCEPTION 07J (EXCEPTION #14) \ D.B. 840 P. 202 WATERLINE (EXCEPTION #8) D.B. 569 P. 245 SANITARY SEWER (EXCEPTION #41 D.B. 573 P. 43 (EXCEPTION 94) D.B. 438 P. 519 DRAINAGE EASEMENT (EXCEPTION #11) D.B. 425 P. 283 VEPCO (EXCEPTION #3) D,6, 299 P. 127 (EXCEPTION #3) D.B. 426 P. 505 VT&T (EXCEPTION #10) 2w 2 2 wy wwr ���� o00 `�wyw ww`'w Qv r0 )p r i ; 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 B629801824-006 THE STREET ADDRESS FOR TMP 77E24 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. 610006 0288 D 1 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] ES = 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 VOP = 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) 11=1NVER N TI 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 a GUARDRAIL OHTV = OVERHEAD TV CABLE LINE --x X- ; FENCE PE = POLYETHYLENE PIPE G ' GASLINE PF PIPE FOUND - 5 = SANITARY SEWER LINE D = STORM DRAINAGE UNE --- T = TELEPHONE LINE (UNDERGROUND) -----w - = WATERLINE E = ELECTRIC LINE NAME NORTH EAST ELEVATION T-16297324 3893392.01400 11486817.96100 404.28 T-16297325 3893380.97000 11486760.23300 406.84 T-16297326 3893235.57600 11486678.72200 417.23 T-16296000 3893064.79700 11466841.67100 416.42 T-16296001 3893279.83400 11486671.37500 416.26 T-1B299216 3893272.50500 11486864.B3300 403.94 T-16300349 3893411.36B00 11487075.21600 364.59 T-16296504 3893162.42700 11486825.32600 407.97 T-16299635 3893487.48700 11486768.75400 352.11 T-16308000 389346B.97400 11486951,95600 350.25 SCALE IN FEET 0 10 20 30 40 80 TOPOGRAPHIC SURVEY OF L INS' L N SURVEYING Innovation. Integrity. Vision. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 OFFICE. 434-974-1417 FAX 434-974-1776 EI�LT11O�'7, °� ��� rL � 9 THOMAS B. LINCOLN LIC. NO. 1326 �t�`I? $URv '^iO TAX MAP 77E2 PARCEL 4 AFTON SCIENTIFIC PROPERTIES LLC LOCATED ON AVON COURT ALBEMARLE COUNTY VIRGINIA DATE; OCTOBER 24, 2016 SCALE: 1" z 20' REVISED: DECEMBER 5, 2016 CONTOUR- INTERVAL: V REVISED: AUGUST 5, 2019 NAVD .'88 VERTICAL DATUM SHEET 1 OF 1 TM DATA\ 116006300_TS 19214.PRO 116-0063-00 www,lincoinsurveying.com