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HomeMy WebLinkAboutSDP202000061 Plan - Submittal (First) 2020-11-23AIRPORT ROAD FINAL SITE PLAN COUNTY PLAN NO. SDP-2020-00061 ALBEMARLE COUNTY, VIRGINIA SCOPE OF WORK: THE SCOPE OF WORK GENERALLY CONSISTS OF COMBINING THREE PARCELS AT THE INTERSECTION OF S.R. 29 AND AIRPORT ROAD, DEMOLISHING THE EXISTING STRUCTURES, AND GRADING AND PREPARING THE SITE FOR A NEW GAS STATION, CONVENIENCE STORE, CAR WASH, AND ALL ASSOCIATED INFRASTRUCTURE SUPPORTING THIS WORK. PROJECT SUMMARY NAME OF PROJ ECT: AIRPORT ROAD SHEETZ PROJECT LOCATION: 3510 SEMI NOLE TRAIL ALBEMARLE COUNTY, VIRGINIA DEVELOPMENT TYPE: BY -RIGHT APPLICANT/OWNER: CONTACT: ANDREW BALDWIN AIRPORTAUTO INVESTMENTS, LLC ADDRESS: 600 EAST WATER STREET, SUITE H CHARLOTTESVI LLE, VA 22902 PHONE: (434) 422-5050 ENTAIL: ANDREW@CORECVILLE.COM ENGINEER OF RECORD: CONTACT: LINEAND GRADE CIVIL ENGINEERING DANIEL C. HYER, PE ADDRESS: 113 4TH STREET N E; STE 100 CHARLOTTESVI LLE, VA 22902 PHONE: 434-262-0169 ENTAIL: DHYER@LINE-GRADE.COM SOURCE OF SURVEY AND TOPOGRAPHY: SOURCE: ACTUAL GROUND SURVEY (SEE SHEETXI.0 FOR SIGNED SURVEY) CONTACT: ROUDABUSH, GALE&ASSOCIATES BRIAN JAMISON, LS ADDRESS: 914 MONTICELLO ROAD CHARLOTTESVI LLE, VA 22902 PHONE: 434-977-0205 EMAIL: BIAMISON@ROUDABUSH.COM PARCELS: TMP 32-38 OWNER: AIRPORT PLAZA, LLC CONTACT: 5029 STONEY POINT RD BARBOURSVILLE, VA 22923 PARCEL ID: 03200-00-00-03800 ZONED: Cl COMMERCIAL OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR PROFFERS: VETERINARY OFFICE AND HOSPITAL (ref. SP-1996-00008for conditions) LEGAL AREA: 0.627 AC 27,304 SF TMP 3239 OWNER: MARSHALL, WILLIAM SCOTT, IND & AS TRS OF RACHEL K MARSHALL REV TRUST PARCEL ID: 03200-00-00-03900 ZONED: Cl COMMERCIAL OVERLAYS: AIRPORT IMPACT; ENRANCE CORRIDOR; MANAGED STEEP SLOPES LEGALAREA: 1.666AC 72,556 SF TMP 32-39A OWNER: MARSHALL, WILLIAM SCOTT, IND & AS TRS OF RACHEL K MARSHALL REV TRUST PARCEL ID: 03200-00-00-039A0 ZONED: Cl COMMERCIAL OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR LEGAL AREA: 0.051 AC 2,654 SF TOTAL LEGAL AREA: 2.353 AC MAGISTERIAL DISTRICT: RIO PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: PER 21.4 MAX H EIGHT ALLOWED= 65 FT EXISTING BUILDING HEIGHT = 12 FT PROPOSED BUILDING HEIGHT= 24.33 FT SETBACKS: Per 4,20 PRIMARY STREET(RTE 29; PRINCIPAL ARTERIAL) MIN FRONT BUILDING SETBACK = 10 FT* PRIMARYSTREET(RTE 29; PRINCIPAL ARTERIAL) MAX FRONT BUILDING SETBACK = NONE REQUIRED SECONDARY STREET (AIRPORT RD; MINOR ARTERIAL) MIN FRONT BUILDING SETBACK = 10 FT* SECONDARY STREET (AIRPORT RD; MINOR ARTERIAL) MAX FRONT BUILDING SETBACK = NONE REQUIRED SIDE AND REAR BUILDING SETBACK (ADJACENTTO COMMERCIAL) = NONE REQUIRED PARKING SETBACK= 10 FT 'WHEN PUBLIC SIDEWALK IS OUTSIDE RIG14TOF WAY, SETBACK DISTANCE SHALL SE MEASURED FROM BACK OFSIDEWALK. SCREENING: ADIACENTTO COMMERCIAL NONE REQUIRED PER 32.7.9.7 SEE LANDSCAPE SHEETS FOR SPECIFIC SITE ELEMENTS TO BE SCREENED FROM PUBLIC STREETS BUILDING FOOTPRINTS: EXISTING BUILDINGS AIRPORT PLAZA STORES 1 STORY FRAME & CINDERBLOCK 2 STORY FRAME 1 STORY CINDERBLOCK METAL CANOPY FRAME SHED 1 FRAME SHED 2 FRAME SHED 3 PROPOSED BUILDINGS PROPOSED CONVENIENCE STORE FOOTPRINT PROPOSED CAR WASH FOOTPRINT PROPOSED FUELCANOPY FOOTPRINT LAND USE: 5,721 SF 3,513 SF 1,394 SF 794 SF 190 SF 303 SF 101 SF 282 SF EXISTING BUILDINGSTOTAL= 12,298 SF 6,077 SF 1,024 SF 4,538 SF PROPOSED BUILDINGS TOTAL = 11,639 SF PER22.2.1c CONVENIENCE STORE= 6,077 SF CAR WASH (DRIVETHRUTYPE) = 1,024 SF FUEL STATION (CANOPY) = 4,538 SF PARKING REQUIRED: Per4.12.6 MIXED USES (SEE PARKING TABULATION TABLE ON SHEETC0.2) TOTALREQUIRED PARKING = 43 SPACES PerADA Std, 208 HANDICAP SPACES REQUIRED= 2SPACES TREE CANOPY COVER: SHEETZ s CL e 8 ° •` ° 0 e: N�96 e , VICINITY MAP N LOCATION MAP N SCALE: 1" = 25,0001 SCALE: 1" = 2,000' VDOT DESIGN CRITERIA: LAND USE: COMMERCIAL/RETAIL (WITHOUT SEPARATE TRUCK ACCESS) DESIGN VEHICLE: WB-67 TRUCK RADIUS: 50' DESIGN EXCEPTION: AM-E FOR ROUTE 29 ENTRANCE, APPROVED ON: JUNE 18, 2020 (SEE SHEET CO.2 FOR APPROVAL CONDITIONS) INTERSECTION SIGHT DISTANCE: 530' SEE SHEET CO.2 FOR TURN LANE WARRANT ANALYSIS AND TRIP GENERATION FIGURES ADDITIONAL SITE INFORMATION: DISTURBANCE AREA: 2.59 AC (113,016 SF) EXISTING IMPERVIOUS AREA: 1.11 AC (48,444 SF) PROPOSED IMPERVIOUS AREA: 1.60 AC (69,667 SF) PERCENT INCREASE IN IMPERVIOUS AREA: 43.8% MISS UTILITY TICKET NO.: B003400793-OOB 12 DIGIT HUC CODE: 0208-0204-0303 (NORTH FORK RIVANNA RIVER-JACOB'S RUN) NOTE: THE SUBJECT PROPERTIES ARE ALL WITHIN FEMA ZONE X (AREA OF MINIMAL FLOOD HAZARD) AND ARE NOT WITHIN THE FLOOD HAZARD OVERLAY DISTRICT. SHEET LIST TABLE uj ID Z MW W z Z W U SHEET NUMBER SHEET TITLE FSP WPO/VSMP CO.0 TITLE SHEET - FSP CO.0 TITLE SHEET - WPO VSMP CO.1 GENERAL CONSTRUCTION NOTES uj CO.2 ZONING, PARCEL, AND SITE CALCULATIONS C1.0 EXISTING CONDITIONS, SOILS MAP, AND DEMOLITION PLAN C2.0 EROSION AND SEDIMENT CONTROL NARRATIVE C2.1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C2.2 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C2.3 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 C2.4 EROSION AND SEDIMENT CONTROL DETAILS C2.5 EROSION AND SEDIMENT CONTROL DETAILS C3.0 TRAFFIC PLAN C3.1 SIGHT DISTANCE C3.2 TEMPORARY TRAFFIC CONTROL DETAILS C3.3 TEMPORARY TRAFFIC CONTROL DETAILS C4.0 SITE PLAN C4.1 SITE DETAILS C4.2 SITE DETAILS C4.3 SITE DETAILS C4.4 CARWASH DETAILS C5.0 GRADING AND DRAINAGE PLAN C6.0 UTILITY PLAN C6.1 UTILITY PROFILES C6.2 UTILITY PROFILES C6.3 UTILITY DETAILS 0 0N C6.4 UTILITY DETAILS w C7.0 PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN w Z C7.1 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN C7 C7.2 VRRM TABULATIONS Q w C7.3 DRAINAGE MAP J C7.4 HYDRAULIC CALCULATIONS Q �J Z C7.5 BMP PLAN AND PROFILE O O �Z/ v ) C7.6 BMP DETAILS Q.� C..) w C7.7 SWM C PLAN AND DETAILS 0 Lu Q Lu J C7.8 STORMTANK DETAILS Z Q C8.0 LANDSCAPE LAYOUT AND MATERIALS PLAN O W C8.1 LANDSCAPE PLAN J1 C8.2 LANDSCAPE DETAILS N L.L Q C9.0 PHOTOMETRY Q C9.1 PHOTOMETRIC RENDERINGS C9.2 LUMINAIRE DETAILS A1.0 ARCHITECTURAL ELEVATIONS A1.1 ARCHITECTURAL ELEVATIONS X1.0 SURVEY 33 44 TOTAL SHEETS 28 SUBMITTAL LOG SUBMISSION NO. DESCRIPTION RECIPIENT SUBMITTAL DATE 1 1ST INITIAL SITE PLAN ALBEMARLE CO. DEPT. OF 3/12/2020 SUBMISSION COMMUNITY DEVELOPMENT 2 INITIAL SITE PLAN WITH ALBEMARLE CO. DEPT. OF 8j20/2020 ARB UPDATES COMMUNITY DEVELOPMENT 3 1ST FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 9/9/2020 SUBMISSION COMMUNITY DEVELOPMENT 4 2ND FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 11/23/2020 SUBMISSION COMMUNITY DEVELOPMENT SIGNATURE PANEL: 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 TH OF GJ IV2312020 '2 DANIEL C. HYER a LTC. No. 45596, k_-'70NAL Or® APPROVED DCH SUBMISSION NO. 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C0.0 SEE LANDSCAPE PLAN GENERAL CONSTRUCTION NOTES: UTI LITI ES: CONCRETE AND ASPHALT: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES. 5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES. 6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY IS PARAMOUNT. 7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT OF WAY, OR ADJOINING GROUNDS. 8. ALL WORK AREAS SHALL BE CLEANED DAILY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES. 10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY. 11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION. 13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE. 14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED. 15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE. 16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN. 19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER. 20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER. 21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING CLEANING. 22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL. MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE ACCESS PROCEDURES WITH THE FIRE MARSHALL. 24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS. 25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER. 26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES. 27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. WORK AREA PROTECTION AND MAINTENANCE: 1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS. 2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED. SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32 3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS. 4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18) 8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES. 10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS. 1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION. 2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. EARTH WORK AND SITE CONDITIONS: 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE FILL. 3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON ALL PAVED SURFACES. 6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY. MAINTENANCE OF TRAFFIC: 1. A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD WITH VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. 2. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE COUNTY OF ALBEMARLE TRAFFIC ENGINEER. 3. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS. GENERAL NOTES 4. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED ATALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE. 6. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE. 7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS ADJACENT TO THE BUSTING PAVEMENT WITH A 'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW, BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED. 8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC. 10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE MOTORING PUBLIC. 11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS. 12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED. 13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA PROTECTION MANUAL. 14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED. 15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES. FIRE PREVENTION: 1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS. 4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. MISCELLANEOUS: 1. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580x131. 3. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ]CC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 4. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. �5�^eye oo / . J 00-1 a 9° , / ��\ / , BENCHMARK TIE -DOWN -z 1" = 20': 0 20 40 GENERAL SURVEY NOTES: TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (SEE ATTACHED SURVEY) BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED) VERTICAL: NAVD-88 (GPS DERIVED) BENCHMARKS: (SEE IMAGES ABOVE) La- p W z X/ J BENCHMARK N- 5935947. 50 / E, /150/4 /3. 09 ELEV.- 547.99 RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES: 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE -AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. N W g LLI z =z0 J > Q Lu z O(n o J LD � z_ Q 0 LL_ w DO Q Em LLJ 0 z z 0 U W z 0 Q LU z LLJ f V TH OF� I. 11/2412020 r'21 DANIEL C. HYER a Lic. No. 45596, f ON AL APPROVED DCH SUBMISSION N` 4 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E PROPOSED LEGEND EXISTING S SANITARY CENTERLINE S IN WATER CENTERLINE WN STORM SEWER GAS GAS LINE UGE UNDERGROUND POWER COMM UNDERGROUND COMMUNICATIONS OVHD OVERHEAD UTILITY 382 CONTOUR LINE CURB/CURB AND GUTTER SPILL CURB WITH TRANSITION AREA PAVEMENT MARKING LINE BUILDING LINE BUILDING OVERHEAD/PROJECTION _» WALL TREELINE PROPERTY LINE - - - - EASEMENT LINE FE BUILDING SETBACK LINE --------------- ROAD CENTERLINE CHANNEL CENTERLINE BERM CENTERLINE - - - - LIMITS OF DISTURBANCE LOD - - - - - DRAINAGE DIVIDE UTILITY POLE ADA ACCESS PATH AND LANDING ► -► DETECTABLE WARNING STRIP SIGN -� 12 4 PARKING/HANDICAP PARKING COUNTER L ENTRYWAY/INGRESS/EGRESS SYMBOL TREE c U 1* 0 C) SHRUB CONCRETE BMP RIPRAP MANAGED STEEP SLOPES ABBREVIATIONS AC ACRES LP LOW POINT ADJ ADJUST LVC LENGTH OF VERTICAL CURVE APPROX APPROXIMATE MAX MAXIMUM BC BACK OF CURB MIN MINIMUM BLDG BUILDING ME MATCH EXISTING BM BENCHMARK NIC NOT IN CONTRACT BVCS BEGIN VERTICAL CURVE STATION N.T.S. NOT TO SCALE BVCE BEGIN VERTICAL CURVE ELEVATION OC ON CENTER BW BOTTOM OF WALL OD OUTSIDE DIAMETER CL CENTERLINE O/S OFFSET CIF CUBIC FEET PC POINT OF CURVATURE CG CURB AND GUTTER PCC POINT OF COMPOUND CURVATURE CONC CONCRETE PI POINT OF INTERSECTION D OR A DELTA ANGLE PRC POINT OF REVERSE CURVATURE CIA DIAMETER PROP PROPOSED EC EDGE OF CONCRETE PT POINT OF TANGENCY EG EXISTING GRADE PVC POINT OF VERTICAL CURVATURE EL/ELEV ELEVATION PVI POINT OF VERTICAL INTERSECTION EP EDGE OF PAVEMENT PVT POINT OF VERTICAL TANGENCY EVCS END VERTICAL CURVE STATION R RADIUS EVCE END VERTICAL CURVE ELEVATION ROW RIGHT-OF-WAY EX EXISTING SAN SANITARY SEWER FG FINISHED GRADE SD STORM DRAIN FIND FOUNDATION SF SQUARE FEET GRVL GRAVEL SMH SANITARY MANHOLE HC HANDICAP STA STATION HP HIGH POINT SW SIDEWALK ID INSIDE DIAMETER TC TOP OF CURB INV INVERT TEMP TEMPORARY LAT LATERAL THT THROAT LF LINEAR FEET TW TOP OF WALL LOD LIMITS OF DISTURBANCE TYP TYPICAL Wecn WATCo ei iDCAnc n CVATrnni PARKING TABULATIONS: PARKING REQUIRED KITCHEN CLEANUP/WORK ROOM - L L L L L L L UTILITYROOM SIF - L L CODE REF. USE REQUIRED RATE QUANTITY REQUIRED SPACES "5SF L 447SF L L L L L L L L L L L L L L L LU U' 18-4.12.6 RESTAURANT 13 SPACES/1000 SF OF RESTAURANT GFA 1,531 20 _ L 1 L Z FOOD STORE 1 SPACE/200 SF OF FOOD STORE GFA 4,546 23 L L L- _ L W TOTAL REQUIRED: 43 LLL1 �_ L WALK-IN L WALK-IN [ M LU HANDICAP REQUIRED: 2 COOLER- FREEZER- RESTROOMS Lu _ INCLUDED AREAS (SEE IMAGE BELOW FOR AREA BREAKDOWNS): L L_ L- ADMIN L 139 SF_ L I117 SF - _ 394 SF 1 KITCHEN AREA, SEATING, AND RESTROOMS L L 52 SF L L Z 2ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, WALK-IN TAKE-OUT COOLER, CHECK-OUT, ETC.) I XNG CHECANDK-OUT t) BC PARKING PROVIDED 692SF 314SIF L L L L L BEVERAGE COOLER L L I Z CODE REF. SPACE TYPE ACTUAL SPACES PROVIDED CALCULATED SPACES L L L L 174 L- L L L IF W STANDARD 44 44 J HANDICAP 2 2 TOTALS46 46 _LLLLLLLLLLLLLLLLLLLLLLLL : � > WATER DEMAND CALCULATIONS: UTILITY DEMAND _LLLLLLLLLLLLLLLLLLLLLLLLLL NOTE: ALL VALUES ARE DETERMINED FROM EMPIRICAL UTILITY DATA VESTIBULE FROM EXISTING SHEETZ STORES. L L L L L L L L L L L L L L L L L L L L L L L L L L` 67 SF FDRCDNVENIENCESTORE: _LLLLLLLLLLLLSALES FLOOR LLLLLLLL ESTIMATED DEMAND= 80 GPM WATER 1953SF BASED ON DEMAND DA TA FROM EXISTING SHEE7Z STORES STORE: L I-LLLLLLLLLLLEL-L-LLLLLLLL LILLLLL ASSUMED AVAILABLE PRESSURE AT METER= 100 PSI DEMAND = 80 GPM @ 45 PSI MIN. PRESSURE L L L L L L L L L L L L L L L L L L L L L L L L L WALL( -IN'_ L ACTUAL PRESSUREAT MAIN IS -100 PSI. PRESSURE REDUCING VALVE WILL BE INSTALLED. MIN. SERVICE LINE SIZE = 2" FRONT TAKE-OUT CAR WASH: LLLLLLLLLLLLLLLLLLLLL COOLER - L PRESSURE ADJUSTMENT FACTOR= 1.34 DEMAND = 45 GPM 45 PSI MIN. PRESSURE VESTIBULE L L L L L L L L L L L L L L L L L L L L L L L. SF L FROM AWWA TABLE 4-1 MIN. SERVICE LINE SIZE = 2" 137 SF CUSTOMER PEAK DEMAND PRESSURE ADJUSTMENT FACTOR, GPM = 107.2 SEWER L L L- STORE: TOTAL WATER DEMAND ESTIMATE - CONVENIENCE STORE AVERAGE FLOW RATE = 3,000 GPD 2 x 6" LATERALS SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM = 107.2 1 x 4" LATERAL FROM GREASE TRAP CAR WASH: L FLOOR AREA USE: FOOD STORE = 4,546 SF METER REQUIRED = 2" POSITIVE DISPLACEMENT AVERAGE FLOW RATE = 4,000 GPD FLOOR AREA USE: RESTAURANT = ALL REMAINING AREAS (SALES FLOOR, 2 x 3" AND 1 x 4" LATERALS INTO 2 x 1,500 GAL RECLAIM (KITCHEN AREA, SEATING, AND RESTROOMS) S) L VESTIBULES, COOLERS, CHECK-OUT, ETC.) FOR CAR WASH: ESTTANKS BASED ON DEMAND DA TA FROM EXTIINGASHEETZ CAR WASHES TED DEMAND=45 GPM 1x4"LATERAL FROM RECLAMATION TANKS SSHEETZ CONVENIENCE STORE FLOOR AREA USES ASSUMED AVAILABLE PRESSURE AT METER= 1 100 PSI ELECTRICAL O ACTUAL PRESSURE AT MAIN IS -100 PSI. PRESSURE REDUCING VALVE WILL BE INSTALLED. STORE: 120/208 V, 3 PHASE SERVICE PRESSURE ADJUSTMENT FACTOR = 1.34 1200AMPS FROMAWWA TABLE4-1 CAR WASH: CUSTOMER PEAK DEMAND x PRESSURE ADJUSTMENT FACTOR, GPM = 60.3 120/208 V, 3 PHASE SERVICE 400 AMPS MIN. 150 KVA TRANSFORMER TOTAL WATER DEMAND ESTIMATE -CAR WASH SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM METERREQUIRED= 11/2" POSITIVE DISPLACEMENT FIRE FLOW TEST INFORMATION I NEEDED FIRE FLOW HYDRANT LOCATION Airport Rd/Rte 29 (HYD#12123) CONSTRUCTION TYPE/USE NEEDED FIRE FLOW HYDRANT ELEVATION 556 IB/BUSINESS 1500 GPM RESIDUAL PRESSURE 42 PSI AVAILABLE FIRE FLOW STATIC PRESSURE 101 PSI FLOW AT 20 PSI RESIDUAL PRESSURE (Qzo) 3,171 GPM FLOW 2672 GPM *IN ACCORDANCE WITH APPX. B OF THE IFC RIGHT TURN LANE WARRANT ANALYSIS Location: Route 649 Entrance Roadway Classification: 4-lane roadway Use Fig. 3-27, RDMAppx. F PHV into proposed site: 38 VPH From ITE Trip Generation PHV Right Turns into entrance: 22 VPH 501YtopsiNfrom US29,100% tripslNfrom VA 649 Approach Daily Volume: 8700 AADT published by VD0T, 2019 K Factor: 0.0873 Directional Factor: 0,5632 Total Approach PHV (Currentl:®VPH ADTx Kx D Design life: 20 Years Percent Growth: 1.20A Based on 2018 to 2019 data Total Approach PHV (Design):®VPH Current PHV x(1+%Growth)"Design Life Treatment Determined: Radius(Notum lane or taper) 120 r0 80 M 40 20 PHV APPROACH TOTAL, VEHICLES PER HOUR EXISTING ITE TRIP GENERATION WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTY OF UNITS TRIP REDUCTION* % IN Y. IN OUT TOTAL TRIPS ANIMALHOSPITAL/VETERINARY CLINIC 640 1,000 SF - 2.24 - - 4.72 - - 6 5 11 HARDWARE/PAINT STORE 816 1,000 SF 51.29 1.14 60% 23 4.84 47% 53% 1 1 2 VARIETY STORE 814 1,000 SF - 1.08 60% - 6.82 - 2 1 3 SINGLE TENANT OFFICE 715 1,000 SF 11.57 1.01 - 12 1.74 15% 85% 0 2 2 SINGLE FAMILY HOMES 210 1 Dwelling Units 9.57 1 10 1.00 63% 37% 1 0 1 SITE TOTALS= = I 10 9 19 *Note: allland uses in the 800and 900series are entitled to a passby trip reduction of 5016 if less than 50,000SF or a 4016 reduction if greater than or equal to 50,000SF. PROPOSED ITE TRIP GENERATION WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT I QTYOFUNITS TRIP REDUCTION* %IN %OUT IN OUT TOTALTRIPS CONVENIENCE MARKET W/GAS PUMPS 853 1,000 SF 845.60 2.43 60% 821 50.92 50% 509/o 25 24 49 FAST FOOD W/ DRIVE THRU 934 1,000 SF 496.12 1.39 60% 276 33.84 52% 48% 10 9 19 AUTOMATED CARWASH 948 1,000 SF - 1.02 60% - 14.12 - - 3 3 6 SITE TOTALS= 1,097 38 36 74 *Note: allland uses in the 800and 900series are entitled to a possby trip reduction of 50106 if less than 50,000SF or a 40106 reduction if greater than or equal to 50,OOOSF EXISTING ITE TRIP GENERATION (for TMP 32-38A, utilizing shared entrance) WEEKDAY TRAFFIC VEHICLES PEAK HOUR PM PEAK HOUR Use Description ITECODE UNITS QTY OF UNITSI TRIP REDUCTION* PER DAY FACTOR %IN I%OUTI IN I OUT I TOTAL TRIPS Building Materials/Lumber 812 -ITRIPS/UNITI 1,000 SF 1 45.16 1 2.00 1 60% 36 4.49 47% 1 53% 1 2 2 4 Hair Salon 918 1,000 SF 4 60% - 1.93 - 2 1 3 SITE TOTALS = 36 4 3 7 *Note: aU land uses in the 800 and 900series are entitled to a passby trip reduction of 60% if less than 50,000SF or a 4016 reduction if greater than or equal to 50,000SF. FOR VDOT USE ONLY RIGHT TURN LANE WARRANT ANALYSIS e. -- - - - Recommendation on Exception Request: Approve ,/ Deny Date: 5/28/20 Location: US 29 Entrance Roadway Classification: 4-lane roadway Use Fig. 3-27, RDM Appx. F Area Land Use Engineer or: Name Adam J.-Moore, P.E. --- - - -- PHV into proposed site: 38 VPH From ITE Trip Generation PHV Right Turns i nto entrance: 20 VPH 50% trips IN from US 29, plus 100%trips INfor parcel32-384 (shared entrance) Approach Daily Volume: 39000 AA DT published by VDOT, 2019 K Factor: 0.0968 Directional Factor: 0.5314 Total Approach PHV (Current): 2006 VPH ADTx KxD Design life: 20 Years Percent Growth: 1.2% Based on 2018 to 2019data Total Approach PHV (Design): 2526 VPH Current PHVx(1+%Growth) ."Design Life Treatment Determined: Taper Required Existing turn laneatthis entrance will be maintained. 120 10D 80 M 40 20 PHV APPROACH TOTAL, VEHfCLES PER HOUR Remarks: I recommend approval of this exception based on the following factors: 1. The entrance location's distance from the signal is maximized and limited by property boundaries. 2. The entrance location is an existing condition and would remain if exception is denied as it is a shared commercial entrance. 3. The existing right turn lane has acceptable storage length prior to the entrance. 4. The site plan (though not yet approved) will improve the geometry of the entrance from the existing condition. District Staff: Please email copy to Bradley. Shelton(a)VDOT.Virginiaoov OAM-E REQUEST APPROVAL CONDITIONS N W g W Z 2z0 J > 0 H Q LLJ Z O o J LU z Q 0 LL- LU m N J L.L Q 0 TH OF� I. 7712312020 DAMEL C. HYER '21 Y I.ic. No.45596, ZONAL APPROVED DCH SUBMISSION NO. 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E COm2 I I / N I I 00" / Ig�q/ygD. e 64Z 3 T432 38A UMP. IMF. OSEH M R 0 E D6 (E. GRATEzj/ /.R4 TOP. 533.56 COMMONWEAL TH OF V/RGINIA I I IIIII I I I II 1 II ` y\ I fB. 629 P. /04 (PLA 0 INV. OUT. P9. ehONB.�574P.676Z �E\TM R0RTA TION NED. Cl COMMERCIAL sp o t \WI-RXIVP.200 207 E. ENT _ HWaB.XIV P.\151-158 I ( II IIlI 1I1I I III 'I I \\ C /EX.T'54N/MN ZN:ZTOP 5(4 47D/ COMMERCIAL EONOD VN72PRESENT L/SE,''57 PROP. TEMPORARY INV. IN 526.02 /AT) CONSTRUCTION EASEMENT AREA VNOU1; / / t� J �E ! /Nr XV' X-5 (EX. VDOT ES -I) E.Y. UDOT RISER /jN/ I / l / II II'. /\ _ 01 �R 9H ?,I' OUL: 538.82 V. TOP. 541. 64 IN/j/ x y4.\ \ INV. OUT 529.79 / / �" YYY _ `��J� . s-,K X-3 (EX GRATE) TOP.534.5$ INV IN 529.40 lNV OUT: 529.00 iwlw L�� I Lu a I/on z �' a�> - � I � 1 I ` X 2 (EX. STM N/H) TOP. 534 53 ` ` 1 INV, IN 528 33 (W) INV. IN- 528.03 (SW) /NV. 1N 53/.78 (S) • ` ` ` `. ` I INV. OUT- 52Z 83 (N) >r 1 ' I DEMOLISH ENTRANCE AS REQUIRED TO INSTALL PROPOSED ENTRANCE. SEE SHEET C3.0 FOR TEMPORARY TRAFFIC CONTROLS Q� o �Q �Z / TO BE REMOVED (TYP) 1 II DEMOLISH EX. ASPHALT AS REQUIRED TO 1INSTALL PROPOSED CG-6. SEE SHEET C3.0 FOR TEMPORARY TRAFFIC CONTROLS REMOVE 1 a q0 MAILBOXES i 1 III I PI I TR ST. E MlL Y`T� I roof �' o ` `. �` �` `. �`` ` ` `. �` ` "' 1 PROTECT POWER POLE 1 I droin a ` TMP.32-40 1 \ I a I 1 1 AND DRY UTILITIES I \ � � � - --•�€VCK't1BL TRU�7- �, � c �`` ` `` `` � � ` � I 1 1 AIRPORT AUTO INVESTMENTS, LLC X i D.9.5189 P.548 I Q 1 H III � � \ 1 i D.B.4464 P.20�_ � _ w. � �r I I � D.8.3503P.180-1870PLAT) �I 1 �� \ \ \ �.6 P. 04(PLAT - - / X I y X REM VE OVERHEAD WIRES D.RJ192P.264 / / D. R 2717 P. 317 xa (Ex. CRATE) ♦ _ / `` `` • n. ` 661 TOP., 556.35 D.9.2284 F..385 I INV. IN 547.65 (W) HWPB.�'IVP.lSI-l58 HWPB.XIV P200-20INV. I544.0 (S) I� ve 0.9.715 F..6-54(FLAT) INV. OUT 544.15 (N) ZONED: HIGHWAY COMMERCIAL (HC) - - - - ' I I \ E 8 0 ` N = a7sz1 PRESENT USE CO IMERCIAL I - M z n` _ .b ABANDON INTERNAL PROPERTY BOUNDARY V A i �•- .3 ``� `� `� . ` a L� tt X-7A (EX. GRATE) � '- �',,;' / 1 1 1 RA I/EL TO" .• 559.43 ` X - or + \ I � �\ _ �-�- - - / X- 36. nle, e f _. \\ ,, � �\ ` � �\ � ` � `� I oZ G, INV. OUT.'S50.03� 9 em01 �..�\� ✓ \`_ \\`````\�``\\�\�`\;;```` I I I I 1 1 EX VDOT GRAIN. ESMJ I I X -- PRO✓ #0649002-158 -: 't' 7. �. • I � I REMOVE ALL ONSITE GRAVEL (TYP) ADJUST HIGHWAY SIGN 15" pt a s e TO FINISHED GRADE ' X ,•t , .�r . ;, � olio I I �; � `� ,� `� I o9S \1 1 I 278 14,c , REMOVE ALL ONSITE GRAVEL (TYP) , I I / - - - - - F jr c. - - k -- \ S \ 1 EX \S RINT/C NTEL 3 DVF ESMT d� fn Tel RI MOLISH Ci 1 ov co i f - PR ELECTRIC PANEL s PROP -'NE rdNI( ABANDON INTERNAL 0- _a ocC - 2.5'Dia PROPERTY BOUNDARY h 1I1� Slar 11 / j 65' X. INV. 511,96 y 1 1 1 _ _ _ �- conC. -- - - - 1 �'T - - - - A'vL'T G c�cj PROTECT EXISTING LANDSCAPE _ _ g7 o i �t� %i :IWj\ G1_ S,'RINT/CENTCL ES 7 - IVb% _ /• _ ��� byr-452 DEMOLITION NOTES: o Y I 1. CONTRACTOR SHALL CALL MISS UTILITY AND A PRIVATE UTILITY MARKER BEFORE STARTING WORK 2. CONTRACTOR SHALL COMPLETELY REMOVE UTILITIES CALLED TO BE REMOVED OR DEMOLISHED. LOD 3. ALL UTILITIES CALLED TO BE ABANDONED SHALL BE CAPPED I I AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE II I I CODES AND REGULATIONS. 4. DAMAGED SITE ELEMENTS NOT CALLED OUT FOR o J I DEMOLITION OR ABANDONMENT SHALL BE REPLACED OR COMPLETELY REPAIRED AT THE CONTRACTOR'S SOLE EXPENSE. 2 - ARV. wv ENTRANCE INSET 2 1' = 20': 0 20 40 EX. DRIPL INE I / 0 MCP i VFL EX 20 \\ W� •�•/Y\/- X 6 6/ / l INV. lN' 54L3/ I INV. OUT, 54L/i PROTECT EXISTING LANDSCAPE 7� f I 5A SEW R _ EX. SAN MH TOP 560 /5 INV. IN: 542.45 nvv nv oz`aio i 4B° 5' AND RESTRIPE PER PROPOSED PLAN / /NV. OUT 527.6E 8./ • V � � .. - _.. / / 1 REMOVE EXISTING CULVERT i1r \ J 08 E ZZ7,45 Mg/NCNPGEgP>� �� INV.' E P ;EWc� tSMT S /0° i' EX\5�\FORVDOj SOIL LABEL (TYP) REMOVE' - I . 97 f�. 162-168 �� - _ I X 26 (EX CUL VERT END) UNDERGROUND Nv IN 536.10 UTILITY (.40.000 � REMOVE EX. PAVEMENT j ALL TREES AND VEGETATION \ `. - 1 IN, OUT 5422E f ` ` ` I I I �1 WITHIN LIMITS OF DISTURBANCE c � 1 Ro✓#o649tx'. _- �� ool �i PROTECT EXISTING WALL DISCONNECT ELECTRICAL SERVICE ed PP " r / oI DEMOLITION LEGEND ' 1 ALL TREES AND VEGETATION - - k p_ - AND REMOVE OVERHEAD POLES (T)P) -� N / �� signal / WITHIN LIMITS OF DISTURBANCE - I -_ - =487 traffic/ pole / DEMOLISH EXISTING STRUCTURE As / - - - - - - - m p halt / o o 7v I I� TO BE REMOVED (TYP) DEMOLISH ENTRANCE AND SIDEWALK - - - S 9 /4" W /4.40' DEMOLISH EXISTING �� b =d7 4 a� AS REQUIRED TO INSTALL PROPOSED arNr, / DEMOLISH EXISTING PAVEMENT ENTRANCE AND SIDEWALKS - ---- ---- UNDERGROUND UNDERGROUN � _ - 1- T5s3?7^"^6� 'II-��-��-� -` /7717477Tr7b3:97 -��- DEMOLISH EXISTING GRAVEL N_55°39'S7" W 126.99' I " _ i� C X ] REMOVE EXISTING TREE TMP 32 39A I - BENCHMARK 55°02'36" W /7.I1' N7 W1LL 1kv SCOTT M,4RSHALL, TRUSTEE OF THE �7C ..��� -�':1- VREMOVE - --v - \ X-2C \ `� RUS OF E WILL IAM A. MARSHALL JR. REVOCABL TRU_ SOIL LINES AND LABELS X-e \ MAILBOXES \ N. 3935947.50 Toe OUT: 60 ! TOP 556.88 \ E.• 1150/4/3.09 n INV. OUD 5423E 0.9,4464 P.203, D.B.1639 5�6(PLAT) TEMPORARILY RELOCATE rop$s4.73 STATE OR9 (A/RPQRTRD) _ ELEV.54789- SOIL LEGEND :INV. lR 556. 58 -- n v. IN s49.zi SIGN OUT OF LOD lNv: OUT. 550.98 WI \ \ S_ s INV. OUT 548.33 -W WI non ninnni rvicn nir_ coomiT inrnirn rennr \ \8,600 ADT \-\ MAP UNIT SYMBOL MAP UNIT NAME HYDROLOGIC SOIL GROUP EXISTING CONDITIONS AND DEMOLITION PLAN 21B CULPEPER FINE SANDY LOAM, 2-7% SLOPES B �J 1" = 20': 0 20 40 27B ELIOAK LOAM, 2-7% SLOPES B 88 UDORTHENTS, LOAMY, 2-25%SLOPES D W z J Q O J 2 LLI N Q LLI Q W 2z� z Q Q Q Lu Z O � Z:) C) V) J J J F_ Q O O LL m J Q z Q O O U z () X W 7P\,'CH OF G J `f'4y 1>�234Z2020 2 DANIEL C. HYER a Lic. No. 45596, ATONAL Or® APPROVED DCH SUBMISSION N0. 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E O ���✓., j IMF. 32-393 4pPROX. 5'W4TERL lNE ESMT (q G,d'ErMENT) z c- R MON T O TH N FR 7A T a .8. 698 P. 335 ANC' < DEF4RTMENT OF TRANSPORTATION 4 \ D. B. 4514 P. 616 (F) 12, HWPORA F.15107 1 -159 zoNEO: Cl cOMMERc1AL ce�F PRESENT USE DETENTION FOND Leo 51 / I I I� EX. ORIP(_ lNE \ C ENTRANCEINSET 1" = 20': 0 20 40 \ 1 \ ORA DEL 1 EX. 20' S M SEWER ESMT D. 9. 3597 F. 162-168 GNAIN�INK FENS �x /�� TMP. 32 -4 0 AIRPORT AUTO INVESTMENTS, LLC D. Q. 5I89 P. 548 D.B.3503 F..180-187(P/_AT) D. B. J192 R..264 D. R 2717 P. 317 D. B.2284 P. 385 HWPRA V P.151-156 HWPB.XIV P.200-207 D. B. 715 F. 6-54 (FLA T) ZONED: HIGHWAY COMMERCIAL (HC) PRESENT USE COMMERCIAL EX. V00T DRAIN ESMT FROJ #0649-002-158 N 55°39'57" W 126. 99' �� TRAFFIC AND TRUCK ROUTING PLAN 1) 1" = 20': 0 20 40 PROP. TEMPORARY ERADICATE EX. PARKING STRIPING AND —` REPLACE WITH NEW 4" WIDE WHITE STRIPING 227,45 / c 70°35 p8 TMP. 32 -394 @M SCOTT M,4RSHALL, TRUSTJ OF THE FAMIL Y °F WILLIAM A. MARSHALL JR. REVOCABLE TRUST 0.9, 4464 10.203, D. S.1639 5 (PLA T) 061 AC URVEY) ZONED.' C/ COMMERCix PRESENT USE COMMEAL Lb- Lu z J N W g W J Q LLJ z O o J Lu z_ Q Ow m N J I L Q i z W W Z C9 Z W Q U LL LL TH OF� I. IV2312020 r'21 r DANIEL C. HYER a Lic. No. 45596, ZONAL APPROVED DCH SUBMISSION NI'' 4 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C3m0 ..m 555 550 C m O p SR 29 STA 10+00=AIRPORT RD STA 20+00 0 o � H J 21 00 \ s A STA TE ROUTE 64 9 (AIRPORT ROAD) 5; i AIRPORT ROAD CENTERLINE gPPROX. ROW WIOTN 90' 22 100 8600 AOT CENTERLINE OF APPROACH LANE _ _ _ — - _ _ _ _ _ 24+00 I \ , ,•• / l / ' ��� " f I I ` a I a ,a I.� - VI T.. U rl \ s l Sl /�0 1co �7 / -7 7a1Na 1 �_ T AIRPORT ROAD INTERSECTION SIGHT DISTANCE 1" = 20': 0 20 40 DECISION POINT A ELEV: 559.36 _ 3.50' HEIGHT 01 EYE 530' SIGHT DISTANCE LEFT PROP.GRADE DECISION POINT B ELEV: 548.71 3.50' HEIGHT OF OBJECT I 560 555 550 545 545 -5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+15 O2 AIRPORT ROAD INTERSECTION SIGHT DISTANCE PROFILE H: 1" = 20': 0 20 40 V: 1" = 4': 0 4 8 'TA TE ROUTE 29 STATE ROW ROUTE 29 ROAD CENTERLINE EX. •- / / gPPROX. ROW WIDTH- 160' — i39,000gDT — — — 14+00 13++00 ---------------- 15+00 ---- — — — _ 16+0� 0 - — _ -4 J. 3HS SIHl Z M31A _ 1 — - — - F 3S -13SNI NVId 'n CENTERLINE OF APPROACH LANE IL \ 10 8 — _ 530' SIGHT DISTANCE LEFT DECISION POINT D �_ — — _ _ — - — __ I ` STA: 18+59.69 EX. LANDSCAPING _ EX ROW - S3 / 0/S: 5.75 L / ` _ — —� \c_ a13 ' DECISION POINT C It_ N�0 STA:13+29.69 O/S:: 37.33 L STATE ROUTE 29 INTERSECTION SIGHT DISTANCE '2 1" = 20': 0 20 40 -mius 535 530 525 DECISION POINT C ELEV: 540.81 3.5 PROP. GRADE HEIGF EY 530' SIGHT DISTANCE LEFT i — — — — Fr- c,R4n- DECISION POINT D ELEV: 525.29 3.50' HEIGHT OF OBJECT 540 0' T OF 535 530 525 -5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+10 O4 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE PROFILE H: 1" = 20': 0 20 40 V: 1" = 4': 0 4 8 NOTES: 1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. W Q OC La- p W z J N F- L LI g w z z � J > C) Ia- H Q W Z O� o J J z Q O w m J Q 0 U Q v_J V m TH OF� I. IV2312020 '21 DANIEL C. HYER a Lic. No. 45596, ZONAL APPROVED DCH SUBMISSION NO. 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C3ml Page 6H-16 April2015 April2015 Page 6H-17 Page 6H-78 September 2019 September 2019 Page 6H-79 Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.1) NOTES Standard 1. For required sign assemblies for multi -lane roadways see Note 1, TTC-4.1 Guidance 2. Sign spacing should be 130V--1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. 3. When work takes up part of a lane on a high volume roadway; vehicular traffic volumes, vehicle mix, speed and capacity should be analyzed to determine whether the affected lane should be closed. Unless the lane encroachment analysis permits a remaining lane width of 10 feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is 11 feet. tion: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadwav may be omitted where drivers Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, or° oscillating light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or1 oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating lights. 7. Taper length (L) and channelizing device spacing shall be at the following: O Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 1 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. IF Shoulder Taper = % L Minimum 777_channelizlng Device Spacing Location Transition Spacing Speed Limit (mph) 0.35 20' 36+ 40' Travelway Spacing 40' 80' Construction Access" 80, 120' " Spacing may be increased to this distance, but shall not exceed one access er'/a mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shall be as shown in Table 611-3 on Page 6H-5 for the posted speed limit. 9. A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 4/1/2015 TTC 5.1 OV3HV >IaoM avoa Z 310N ]IS + .009— AHOM eVOa ON3 Shoulder Operation with Minor Encroachment (Figure TTC-5.1) G20-2 (V) SHADOW VEHICLE REQUIRED — TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 8 TYPE B OR C SEE NOTE 7 CHANNELIZING O E DEVICES SPACING SEE NOTE 7 SEE NOTE 2 JCC IVVICL W21-5bR Typical Traffic Control Sidewalk Closure and Bypass Sidewalk Operation (Figure TTC-35.1) NOTES Standard: 1. When crosswalks or other pedestrian facilities are closed or relocated, temporary facilities shall be detectable and shall include accessibility features consistent with the features present in the existing pedestrian facility. Guidance: 2. K%ere high speeds are anticipated, a temporary traffic barrier and, if necessary, a crash cushion should be used to separate the temporary sidewalks from vehicular traffic. 3. Audible information devices should be considered where midblock closings and changed crosswalk areas cause inadequate communication to be provided to pedestrians who have visual disabilities. 4. Temporary markings should be considered for operations exceeding three days in duration. tion: 5. Only the TTC devices related to pedestrians are shown. Other devices, such as lane closure signing or ROAD NARROWS (W5-1) signs, may be used to control vehicular traffic. 6. For nighttime closures. Type A Flashingwarning arning lights may be used on barricades that support signs and close sidewalks. 7. Signs, such as KEEP RIGHT (R4-V7R) and KEEP LEFT (R4-V7L), may be placed along a temporary Standard: 8. All sidewalk closures shall be closed with Type 3 Barricades. The SIDEWALK CLOSED (119-9) sign and the SIDEWALK CROSS HERE (119-11) sign shall be installed above the Type 3 barricade. The KEEP RIGHT sign can cover the top rail of the Type 3 Barricade.' 2: Revision 2 - 9/1/20 19 TTC 35.0 Sidewalk Closure and Bypass Sidewalk Operation (Figure TTC-35.1) ol L <9>i 1 t w2a1 SIDEWALK DETOUR 2: Revision 2 - 9/1/2019 J R9-11 aL 8 TYPE 3 BARRICADE ROAD i WORN AHEAD 1 t SIDEWALK DIVERSION TEMPORARY TRAFFIC CONTROL SIGN LEGEND O WORK ZONE (36" x 24") ROAD WORK AHEAD (36" x 36") SHOULDER CLOSED , (36" x 36") END ROAD WORK (48" x 24") G20-5aP W20-1 W21-5bR G20-2A SIDEWALK R9-9 CLOSED (30" x 18") SIGN LEGEND N w 2 U) Q O nr O N� I..L I Z W W Z C9 Z W U W Z z z0 Q� J > 11 r w z t� o J LL1 Q J z< W C0 J Q TH OF-7L, I. 11/2312020 r'21 DANIEL C. HYER a Llc. No. 45596t I ON AL APPROVED DCH SUBMISSION N` 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C3m2 Page 6H-18 Typical Traffic Control Shoulder Closure with Barrier Operation (Figure TTC-6.2) NOTE September 2019 Guidance: 1. Sign spacing should be 130W--1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Standard: 2. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 3. Group 2 Channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing(mph)Spacing Speed Limit Location 0-35 36 + Speed Limit ngsh Location Spacing Speed Limit mph 0 35 36 + 0-35 1 36 + Transition 40' Tmvelwa 4(Y all' 'Construction Access 80' 120' access20' 'Construction spacing may be increased to this distance, but shall not exceed one access per''/. mile. 4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and '/A L for all other roadways (see Note 7 of TTC-5 for values of L). 5. When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cat slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A- 4 in Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type 1I shall be used. Contact L&D Standards/Special Design Section for approved attenuators. 7. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shag be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delineators shall be installed along the traffic side of the concrete barriers. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers2 in-betiveen the barrier panels approximately 24 inches up from the roadway surface. Option: 8. The barrier shown in this typical application is an example of one method that may be used to close a shoulder of a long-term project. 9. The RIGHT SHOULDER CLOSED (W21-5aR) sign may he eliminated from all roadways except Limited Access highways. Guidance: 10. 1f drivers cannot see a pull-ofjarea beyond the closed shoulder, information regarding the length of the shoulder closure shall be provided in feet or miles, as appropriate. 11. An emergency pull-offarea should beprovided per Section 6G.18 and Temporary Traffic Control Figure TTC-8. O 1: Revision 1-4/1/2015 2: Revision 2 - 9/1/2019 TTC 6.2 Page 6H-40 Typical Traffie Control Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.2) NOTES September 2019 Standard: 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 2. Sign spacing should be 130W-1500'fur Limited Access highways. For all other roadways, the sign spacing should be 500'--800' where the posted speed limit is greater than 45 mph, and 350'--500' where the posted speed limit is 45 mph or less. 3. When closing a lane, a PCMS should be used in advance of the first warning sign if all of the left side signs cannot be installed' 4. Care should be exercised when establishing the limits of the workzome to insure maximum possible sight distance in advance of the transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. For LirnitedAccess highways a minimum of 1000' is desired. 5. All vehicles, equipment, workers, and their activities should be restricted to one side ofthe pavement. Standard: 6. Taper length (L) and channetizinng device spacing shall be at the following: Tape Lenc jib L Speed Limit (-ph) I Lane Width Feet Remarks Speed Limit m h I Lane Width Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=S2W/60 50 450 500 550 600 f L=SW 30 135 150 165 180 L=WW/60 55 495 550 605 660 L= SW 35 180 205 225 245 L=S2W/60 60 540 600 660 720 L=SW 40 24 270 295 320 L=S2W/60 65 585 650 715 780 L=SW 45 405 1 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000' me ing taper regardless of the posted speed. Shining Tapers see Table 614-2? Shoulder Taper= % L Minimum 7. Channelizing device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) (-35 0 -35 36 + 0-35 36 + 1 36 + Transition 20' 40' 1 Trayetway 14w I fill' 11 ' Construction Access so, I 12V 'Construction access spacing may be increased to this distance, but shall not exceed one access per `I/ mile. 8. An arrow board shall be used when a lane is closed. When more than one lane is closed, a separate arrow board shall be used for each closed lane (see Figure TTC-18). 9. The buffer space length shall be shown in Table 611-3 on Page 611-5 for the posted speed limit. 10. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck - mounted attenuator shall be used. 11. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating fights but can be used to supplement the amber rotating, flashing, or' oscillating lights. 12. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed as needed. O tp ioa:2 13. PTRS and their supporting signsmay be used, see Sections 617.99 and 6G.25. Long-term transverse rumble strips may be used in long-term situations, see Section 6F.99 and TTC-20.2 14. The supplemental PTRS may be eliminated.' 1: Revision i-4/1/2015 2: Revision 2 - 9/1/2019 0 TTC 16.2 September 2019 Page 6H-19 Shoulder Closure with Barrier Operation (Figure TTC-6.2) ®-i BARRIER FLARE RATE Speed Lima (mph) Slope Ratio 70 22:1 65 20:1 60 19:1 55 17:1 50 16:1 45 14:1 40 13:1 35 111 <30 10:1 RIGRr SHOULDER CLOSED \ \ all y i nGM CLOSED ANmEAD \ \_J6 ROAD WORK >_i HEAD 2: Revision 2 - 9/1R019 September 2019 G20-2 (V) 500'+ TRAFFIC BARRIER BARRIER PANEL SEE NOTE 7 ® BARRIER DELINEATOR SEE NOTE 7 TYPE B ® WARNING LIGHT BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR Tj SEE NOTE 7 O-. _ BARRIER TRANSITION SLOPE RATIO 300' 0 \ ® SEE NOTE 5 FOR GROUP 2 O DEVICE SPACING ir SEE NOTE 3 a O TYPE B 1- O -� WARNING LIGHT Z ' GUARDRAIL w O SEE NOTE 6 rn I o RIGNT SHOULDER W21-5aR SEE NOTE 1 / CLOSED i W16-VP1 OPTIONAL ` SEE NOTE 10 ■ SEE iNOTE 1 W21-5bR t_I SEE NOTE 1 ROAD i WORK W20-1 AHEAD Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.2) END i ROAD WORK 500'±� SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 10) SUPPLEMENTAL PTRS OPTIONAL SEE NOTE 14 SEE NOTE SEE NOTE I SEE NOTE R4-V7L KEEP LEFT SEE NOTE RIGHT uKE aastD Mm SEE NOTE W20-V28L N SEE REQUIRED NOTE WITH PTRSV SEE NOTE ROAD WORK - AHEAD 2: Revision 2 - 9/1/2019 i RRRRRRR� 0 Page 6H-41 PTRS SPACING (CENTER TO CENTER) 'OSTED/STATUTORY SPEED LIMIT S40 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEET _MINATED FLASHING (AMBER CAUTION MODE TYPE B OR C �0 O O 0 O 0 ILLUMINATED FLASHING 0I--I ARROW BOARD 0 0 TYPE C 00 SEE NOTES 4 & 8 i I W4-2R LAME EMDS W9-2L iR� MERGE un VRiGw9-3R j All PTRS OPTIONAL SEE NOTE 13 ' RUMBLE A Is�� i MIPS W20-V28R REQUIRED WITH PTRS RUMBLE W20-V26 al 6 STRIPS REQUIRED am WITH PTRS ROAD 1 all- WORK W20-1 AHEAD PCMS -SEE NOTE 3 Page6H-114 Typical Traffic Control Signing for project Limits (Figure TTC-53.0) 1YDM September 2019 Support: 1. This layout depicts signing requirements for notifying motorist when they are entering and exiting a potential construction/maintenance area with a duration equal to or greater than 60 days. Standard: 2. The ROAD WORK AHEAD (W20-1) sign or the ROAD WORK NEXT XX MILES (G20-1 IV)) sign shall be placed far enough in advance of the project limits so that other warning signs in a series may be adequately placed prior to the condition they are warning about. 3. The ROAD WORK NEXT XX MILES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail installations, shoulder restoration, etc.) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile from the point of installation to the END ROAD WORK (G20-2 (V)) sign. 5. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 6. For projects with activity areas 2 miles or less in length, the ROAD WORK AHEAD sign should be the first sign motorist encounter. 7. Sign spacing should be 130V-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the pasted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. 8. All connections within the project limits should be identified with signs indicating to motorist they are entering or exiting a potential construction/maintenance area. 91 TTC 53.0 IFW September 2019 Page 6H-115 Signing for Project Limits (Figure TTC-53.0) - G20-2 (V) 500 ± Z t7C W W Z Z W 1 J r N Z310N33S i0L a¢a 0� i Z ooi Z°0 Lu ¢3a Lis D, W 7 7 7 N L310NB3S T I UJ PROJECT LIMITS F v, 0 + o - oi 0 x + 009 _Lod16NOTES 2 & 7 �T W20-1 OR (SEE NOTE2) _G20-1 (V) SEE NOTES 3&4 w Q w z J > Q W Z I_ ' ^ Q vJJ L.L1 z_ Q O L11 m N J L L Q I TH OF_7�61 I. 1>12312020 DANIEL C. HYER a Llc. No. 45596t I ON AL APPROVED DCH SUBMISSION N'' 4 PROJECI 1903600 T H E W 0 R K O F LINE + GRADE C33 I / I o 1 1� / 1v v ,� �I 12 I .-0011711' .0 1 R50' ARV. 'WV ENTANCE INSET �✓t/� °V'% 1" = 20': 0 20 40 / x / / I \ I EX. DRIPL lNE / / x / IN H / \GRAVEL 1/ ` <�I`o _ o STEEP SLOPE AREA (T)IP) x x� EX. SAN MH TOP: 560. /5 INV. #V: 542.45 \ INV. OUT 54225 - R51.5' I / I / 1 HIGHWAY COMMERCIAL7CI COMMERCIAL 1 ZONING DISTRICT DIVISION LINE CONCURRENT WITH PROPERTY BOUNDARY 1 1 1 TMP. 32 -4 0 AIRPORT AUTO INVESTMENTS, LLC ° G D. B. 5/89 P. 548 / D. B. 3503 1..180-1870P/_A T) , D. B. J192 10.264 D. R 2717 P. 317 D. 9.2284 P. 385 I q l HWPRA7V P.I51-I56 CG-6 SPILL CURB (TYP) HWPB.XIV P.200-207 D. B. 715 P. 6-54 (PLA T) ZONED: HIGHWAY COMMERCIAL (HC) PRESENT USE COMMERCIAL GRAVEL EX. VDOT DRAIN ESMT PROD #064 9002-158 PROP. 10' GAS ESMT (TYP) 1 -e / R \ - rn \5p 1 U w\ g1 STEEP SL 010E - AREA (TYP) IMF. 32 -393 z COMMONWEAL TH OF VIRGINIA APPROX. 5' WATERLINE ESMT (gG,JEEMFNI DEPARTMENT OF TRANSPORTA TION a . a. 698 P. 335 ANc B 57 P D. .4 4 .676 HWPB. X1V P. 200 207 HWP8.X1V F..151-158 \ ZONED: Cl COMMERCIAL PRESENT USE DETENTION POND EX. LWII'L 1NE 00 Lu It CI Lu I ° I / ~ Cn U) ° zlI- I -N z i 12' PROP. TEMPORARY ,.I -�♦ y' CONSTRUCTION EASEMENT L R50' TMF,52 58A JOSEPH M JR 0 ,/UN If TEARY D. B. 4574 .676 'r / - 0.B.629 P.104 (FLAT) PROP. ACCESS / \ ZONED. Cl COMMERCIAL Aspholtl EASEMENT / R5' /O 1 PRESENT USE: COMMERCIAL 1 -, / •'; I EX. S;AN/MH TOP 534 47 1 R6-5' 4� 1 INV. IN' 116.12/(IATi R3 - I INV. 1N/525.72 INV. OUT• 525.67 1 T / Q v 1 / OTCR9Ip0255� 1 D IQ / I CG-6 SPILL CURB EY?O� I T TRANSITIONS TO CG 7 Pam' .000 p 00 N E j b,l R60'� /�r�� BIJ�Iu/j1 T R30' S EX. SAN MH T0(537 /X ` 4 ® I I INV. IN V. / 80 27.L A 5 / INV. IN 52Z75 CG-6 NV aura s2765 _ e.14 , BIORETENTION I I " FILTER B 30' a �� / - S L NDSCA� AREA I - o CORM OUTFALL ZZ SEWER ESMT (TYP) w '� / -- ---- _ } P,,; ) � O P 45 / I 1 7o p8' PROP. SCREENING FENCE PROP. RETAINING WALL I PROP. LIGHT 1 T DL UMPSTER PAD a WITH HANDRAIL POLES (TYP) iI STORM INLET (TYP) / DRIVE-THRU MENU BOARD 5 SEE DETAIL 5/C4.1 R35' AND ORDER POINT a IR60' o f I 1 � R3' a / /R25' / CG-6 (TYP) N DRIVE-THRU CLEARANCE BAR \ I I 1 I I R25 , \ 1 1 O CG-6 TRANSITION CG-6 SPILL CURB (TYP) T PiP 3 1 1 CURB (TYP) Qo,� c° R3 - - - �� R30' i I /F AiRP PRo°HNe 17 - - D. B 622 F. yti 12 a 16 I _` T _ ^9MERClAL I R28' R5 ��®�I SE �OMMERCI / SHEETZ STORE - 1 I 1 I 1 6,077 SF V 15 _ I 46 '�a R39.5' - - - -- -- 1 1 wun I 1 I CURB CUT RAC IMF. 32 -39 / ® � N/F WILLIAM SCOTT MARSNALL, (/ TRUSTEE of THE FA MIL V TRUST OF II 14' O THEWILL1AMA. MARSH4LL 1R. I BIORETENTION 21 I REVOCABLE TRUST 0 D. B.4464 1P.203 II FILTER 0 I I D.R 629 P./0/` /04(FLA T) D.B.16,59 566(PLAT) I 10, . 0 I GREASE TRAP 1.661 AC (SURVEY) +. . ZONED, Cl COMMERCIAL IL PRESENT USE. COMMERCIAL I � / I PROP. AT -GRADE PAVER SIDEWALK - CGFi I WITH CONCRETE BANDING CAR WASH 1 1,024 SF C OD R �~ 12' I ® 5 1 VAN R4' R3 67' r- 10'-4 EX 20' SAN. SEWER ESM D. B. 3597 R 162-16 K FENCE coiW I i 9' X 18' FUELING 14 SPACE (TYP) \ 45 _ 1 A PROP. 13 1 I 44 MONUMENT 1 _ - SIGN 1 1 65' -` w 1 L j I� 43 1 1 12 I v\I I W PROP. 1 %.25' 2' - - - - _ - - I 42 LANDSCAPING / I T 1 O11 I FUEL CANOPY i N (SEE SHEET C8.1) / 1, 1 4,244 SF i W / J �jjp ,/ 1 _ 1 I W 41 1 yRn s O10 10, I - - -- --- can I I 20' --I I _ r O I! r!®� ` `_39 °2 37.75' 36.5' 36' 18' vi 1 -O o LonCOMM 1 1 1® O I ABANDON INTERNAL PROPERTY BOUNDARY I 7 m/ g Anw I 1 1 n I i. _ 1 ' °09 Cl) i ABANDON COMM \ 33 0 It 00 \ / CURB CUTS ,.- su�EASEMENT \ sOL i' SITE PLAN NOTES: 1 ( cn f-A EA.. SPRINT/CENTEL 3 DVP ESM l O I N CG-6 SPILL CURB (TYP) Ao PR0✓ #06 32 i 1. A KNOX BOX(TM) IS REQUIRED. \� PROP. FH PROP. 20' WATER w m o 1 T 1 I CONTRACTOR TO COORDINATE LOCATION 1 I 1 1 I WITH FIRE MARSHAL'S OFFICE. R55' R35' ESMT (TYP) ABANDON INTERNAL 1 9 r ' 2. RADIAL CURB DIMENSIONS TAKEN AT FACE ' PROPERTY BOUNDARY r d% OF CURB/FLOWLINE. 3ANDON COMM I R3' R3, ♦ ; TIE IN TO EX. CG-7 3. CURB RADII ARE 5' UNLESS OTHERWISE ENT EASEMt t PROP. VDOT CG-12B FUELTANK ��'�' ti bV 45.2 DIMENSIONED. I 1 l f . UNDERGROUND ©. R30' PROP \ / VENT PAD �1s - 18 19 20 I 1 22 23 24 25 26 I - 27 28 29 30 31 FUELTANKStr� ry'o LEGEND: (2) PROP. WATER - STANDARD/AC 40' -- �- � � tW=483 trot' f�c Pd4e CESSIBLE °39'/4" W /4.. 6' EX RIGHT OF WAY 1 bN=47.4 ydutt O PARKING COUNTS - �� O4 / 5 n WkM - _ _ _ _ --- - - - - - - - METERS 10' BUILDING/PARKING SETBACK LIB �" R50' i STANDARD CG-6 _ avV ---- Z"�71i.�41' N 55126.99 °39'57" W 126. 99' TIE TO EX. S/W ® '^ R50' CG-6 SPILL CURB ; � �� � PROP. STAIRS CG-6 SPILL CURB L TRANSITIONS TO CG-7 - PROP. ADA PEDESTRIAN ACCESS TMP.32 -39A I ® CG-6 TRANSITION CURB 1 _ _ 1 RAMP TO EX. SIDEWALK BENCHMARK N 55°02'36" w /7. lI' N/ WILL L M SCOTT MARSHALL, TRUSTEE OF THE FAMIL Y ® ADA PATH AND LANDING '-"- - - 'PROP. VDOB TIE IN TO EX. S/W EX. 5'PUBLICSIDEWALK N.•3935947.50 TRIS OF EWILLIAMA. MARSHALL JR. REVOCABLE TRUST T CG 12 TIE IN TO EX. CG 7 EX. CG-7 EX, 5' BIKE LANE STA TE ROUTE 64 9 (/ IRPORT RDA E 1150/4/3.09 D.B.4464 P.203, D.B.1639 5 (PLAT) /7 BMP SOIL MEDIA ELEV• 547.89 - URVEY) 400' ZONED C/ COMMERCI CONCRETE 6,600ADT PRESENT USE COMMER IAL SITE PLAN 1 1" = 20': 0 20 40 L u 1, z M Lu W W Z C9 Z W J (D W z J N LLJ g LLJ z Cn J > z Q LLJ tz z z O LLJ J J z_ < cn O LL. w DO J or r Q El 4q>P\,TH OF O IV2312020 r'2 D DANIEL C. HYER 9 Lic. No. 45596 NAL ONd` APPROVED DCH SUBMISSION N'' 4 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C4mO HANDICAP PARKING SYMBOL FHANDICAP PARKING SIGN 0 ADA PATH STANDARD 0/00/ SPACE or PAVEMENT EDGE - - 4" STRIPING - SPACED 2'APART SEE PLAN SINGLE HANDICAP SPACE 1' RESERVED PARKING (V PENALTY $1004500 FINE TOW AWAY ZONE in I VAN o ACCESSIBLE 5' MIN. FINISHED 1 VAN PLACARD (WHERE APPLICABLE) VDOT CLASS A3 CONCRETE HANDICAP PARKING SIGN -U-HANDICAP PARKING SIGNS- lip 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. O �J4"Lz 2R i+l SEE PAVEMENT SECTION v 6" 24" PAN SPILL CURB 8" 4000 PSI CONCRETE I FIBER REINFORCED 1 6" VDOT 21B STONE BASE J �v COMPACTED SUBGRADE- �ll 1 I I1 I I I CONCRETE PAVEMENT SECTION VDOT 21A STONE BASE / r 1.5" VDOT SM-9.5E \ !91awili]s 1NAwArt i] 8" VDOT 21B STONE BASE COMPACTED SUBGRADE ASPHALT PAVEMENT SECTION 5RICK TO MATCH BUILDNG � O HANDICAP PARKING SPACE DETAILS O PAVEMENT SECTIONS O MAX. 6'-0' MAX. 6'-0" GRIPPING ROAD PLANS PING RAIL FOR RETAINING HR-1 .,I 4'/z" O.C. 3/a" NPS PIPE PICKET WALL DETAILS. I 4�/e" O.C. s/e" SOLID PICKET MAX. 6'-0" MAX. 6'-0" I rR/(XJND DIA. SOLID STEEL SMOOTH �I I I TANDARD(PPE. OR I /�!1 I I I II--�I GROUNDING ELECTRODE RAIL EXPANSION JOINTS AT H-1 INTERVALS NOT EXCEEDING 3" MAX. 30 FEET. POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE OR IN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROADWAY PLANS OR TYPICAL SECTIONS 2" min. FOR DISTANCE TO 11/Z" NPS SCHEDULE 40 PIP SIDEWALK OR SHARED GRIPPING RAIL USE PATH. IN. 4:'_SOLID STEEL 4" O.C. (TYP.) ,� 3" MAX. ANCHOR BOLTS IN CONCRETE STEPS POSTS P/=" MN. NPS f1.90" O.D.I SCHEDULE 80 PIPE GROUNDING RAILS o P/j' MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE ELECTRODE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES 1. CONCRETE FOOTING TO BE DESIGNED BASED ON GRIPPING RAIL DETAIL SOIL CONDITIONS. 1 ANC OR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) 7IN. GRIPPING RAIL SHALL BE INSTALLED WHEN THE SIDEWALK OR RAMP GRADES ARE EOUAL 2. EARTH FOUNDATION DETAIL RAILOWILL EATERBE TH DENTAL TERCE T. GRIPPING (FOR USE WITH TYPE III IIIRAILINGS) THOF E RAILING. MAX. 6'-0' MAX. W-0"��4'' � SEE ROAD PLANS 4%2" O.C. yl" NPS PIPE PICKET I FOR RETAINING r41/n" O.C. SW SOLID PICKET r4" WALL DETAILS. RAIL EXPANSION JOINTS AT ri II ICI" INTERVALS NOT EXCEEDING 3" MAX. L, I BOIL 30 FEET. 1'-3" POSTS :2" MIN. NPS <2.375" O.D.> SCHEDULE 80 PIPE RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PPE EXPANSION JOINT PICKETS : 3/q' MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE OR 5 "MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING HR-1 TYPE III BICYCLE RAILING ELECTRODE 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. 4. A CHEMICAL ANCHOR SYSTEM FROM VOOT'S APPROVED MATERIAL LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE-6. 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE MET WITH THE RNLNG SYSTEM SHALL BE SUBMITTED WITH THE INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN ACCORDANCE WITH NOTE 1. 10. H ANDRAL TO OE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 108 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET , OF , 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 607.05 1'-Ok DUMPSTER PAD DETAIL I" CONDUIT IRRIGATION CONTROL PANEL H05E HOLDER MOUNTED TO WALL BROOM HANGER MOUNTED TO WALL W Q OC La- p W z J N W g W Z 2z� J > C) a- H Q W Z I_-Z:) O FT 0 J L.LI z Q 0w LL m !1/ J L.L Q 129 z I(r W W z z W m RIGID SURFACE FINISHED GRADE (WHERE APPLICABLE, SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) �- H OF 2% CROSS SLOPE (SLOPED TO DRAIN) �LT III-I O 7712312020 - - U DAMEL C. HYER Y -III-III -1 -I I IC. No. %5590 III -III -III- _ 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE -1 -III- 1 -III-III-1 MIN.4" THICK, 3000 PSI CONCRETE 11-I I I-110 111-1 11-1 I 1 -III-III-III /OVAL III-III=III_ _III _III 4" VID 21A STONE BASE =1 =1 =1 I-III-1 I=1 PRE -MOLDED JOINT FILLER APPROVED DCH SUBMISSION NO. 4 NOTE: PROJECT 1903600 1. WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, CURB, BUILDING, OR OTHER HARD T H E W 0 R K 0 F SURFACE, CONTRACTOR TO PROVIDE PRE -MOLDED JOINT FILLER AND EXPANSION L I N E + G R A D E JOINT AS SHOWN ABOVE. OHR-1 O SIDEWALK C4m 1 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2 CONCRETE IF P ECAST.TO BE SS A3 IF CAST IN PLACE, 4000 PSI3. 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. I 2" RADIUS ri I D!L • D. SURF/ e t'.; p t, D. .e' '> BASE A s. e� . 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED EENCE STANDARD 6" CURB 109 502 VIRGINIA DEPARTMENT OF TRANSPORTATION e. e o A.. A . DIL D,' t D,;t .A D. ^� t R CG-2 SURFACE I:Ls94 SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB L GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF 2" R THE ROAD DESIGN MANUAL IN THE SECTION II^II ON GS URBAN STANDARDS. • D u e • s s s s o o s s e s s THE BOTTOM OF THE CURB AND V. 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" IS MAINTAINED. AT THE OPTION OF THE CONTRACTOR SPECIFICATION `VDO-r REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 201.04 O CG-2 O CG-6 O BARS A TO BE EQUALLY SPACED FOR NO.OF BARS SEE TABLE BELOW. A BARS A AND CI 0 �o 1 0 um 1 1�1�1 1�1�1 li `I� �11■�11 ��li ELEV. PROP. OR BARS A AND C EXISTING WALK, BARS B YARD.ETC. 11" BARS A 'IF�I PLAN io ONE BAR B TO BE PLACED UNDER EACH STEP AND TWO UNDER LANDING AS SHOWN. S-1 A / / BARS C#4 V1 - 0.917 CU. FT. I - V2- 0.573 CU. FT. V1 V3. 0.726 CU. FT. iV ELEV. PROP. OR EXIST. V4. 0.868 CU. FT. BARS A#4 SIDEWALK OR SHOULDER.- FROM PICTORIAL VIEW IT IS SEEN THAT: V4 BARS B #4.•'� V Vl W2V2 (N-I)•V3 (WN•1)-2V4 27 SUBSTITUTING VALUES OF ELEMENTARY VOLUMES SECTION A -A f° .'• N V • 0.917W1.146(N-1)•0.726(WN•1)•T.336 27 V V - INDICATES TOTAL VOLUME OF STEPS IN CUBIC YARDS. nV2, V , L V4 - INDICATE ELEMENTARY VOLUMES USED IN COMPUTING V. W - INDICATES CLEAR WIDTH OF STEPS, IN FEET, BETWEEN SIDEWALLS. N - INDICATES NUMBER OF STEPS IN INSTALLATION EXCLUSIVE OF LANDING. L7 - INDICATES LENGTH OF BARS A, IN INCHES. L7 - 13.038N 8" L2 - INDICATES LENGTH OF BARS B, IN INCHES. L2 - 12W • 9" L3 - INDICATES LENGTH OF BARS C, IN INCHES. L3 - 13.038N • 18" F 11 ERS, AND WILL MEET THE A LANDING IS TO BE PROVIDED WHERE 12 OR MORE STEPS ARE REQUIRED MINIMUM SIZE OF LANDING TO BE W • 1 FOOT X 4 FEET. 1. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES ENCLOSED, AT LEAST ONE HANDRAIL, PREFERABLY ON THE RIGHT SIDE DESCENDING. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. ON STEPS LESS THAN 44 INCHES WIDE HAVING ONE SIDE OPEN, ONE HANDRAIL ON EACH SIDE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES OPEN, ONE HANDRAIL ON EACH SIDE. FOR OTHER WIDTHS THE APPROXIMATE SPACING OF BARS A 4. ON STEPS MORE THAN 44 INCHES WIDE BUT LESS THAN 88 INCHES WIDE, ONE HANDRAIL ON IN INCHES WILL BE EQUAL TO 80= N WITH A MINIMUM SPACING OF 6". EACH SIDE. REINFORCING BARS TO BE USED IN INSTALLATIONS OF 6 OR MORE STEPS. 5. ON STEPS 88 OR MORE INCHES WIDE, ONE HANDRAIL ON EACH SIDE, AND ONE INTERMEDIATE FOR TABULATION OF CONCRETE AND STEEL QUANTITIES SEE SHEET 2. HANDRAIL LOCATED APPROXIMATELY MIDWAY OF THE WIDTH. NUMBER OF BARS A HANDRAIL OLLOWING N•1-5 N-6 N•7 N-8 N-9 N-10 N-11 N•12 N-13-25 W 3' S 4 5 5 6 6 7 7 8 W- 4' 5 8 7 7 8 B 9 10 W - 5' 1p 6 7 8 9 9 10 11 12 IS TO BE PROVIDED FOR STEPS HAVING THREE OR MORE RIS CONDITIONS: ammrinn Ilan V -� REFERENCE STANDARD CONCRETE STEPS FOR 1%2�1 SLOPE ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 2 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.01 S-1 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS - EXISTING SUBBASE PROPOSED - - - - - - SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 i/= INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF i I REVISION DATE 303.02 (; ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 CG-7 NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB L GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. COMBINATION 4" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 W Q OC U W z J N W g Lu z 2zw J > C H Q W Z H Z:) O � o J LLI z Q 0/� w LL m N J I..L Q F_ LLJ 0 LLJ TH Op I. 7712312020 DANIEL C. HYER '21 Y 1,ic. No.45590r /ONAL APPROVED DCH SUBMISSION NO. 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C4m2 G9IfjfN**9M:1:4 REINFORCED CONco CRETE `V s N z 4"x4" TUBULAR STEEL FILLED W/CONCRETE AND CAPPED COORDINATE FINISH WITH SHEETZ CONSTRUCTION MANAGER. PAINTED BRONZE I ISIDEWALK (SEE ARCHITECTURAL PLANS rFOR PAVER SIDEWALK CONNECTION) \—SAND AND CRUSHED STONE BASE 4000 PSI FIBER REINFORCED CONCRETE SECTION 4"x4" BUMPER POST SCALE: 1 /2 "=1 —0 DETAIL H wu 1/l�•td 8� g$ ' 4"x4" BUMPER POST f w w Store Design ra w ram, w�ww a rrr l�7 SIDEWALK PAVERS II FOREDETAILIS)CTU RAL PLANS 4"x4" TUBULAR STEEL AND CAPPED PAINTED BRONZE 4000 PSI ER REINFORCED CONCRETE ro 1 CRUSHED STONE BASF NCREIE SECTION STOREFRONT FLUSH SIDEWALK/PAVING DETAIL A wYl l/!�I'd '4 S�, k`^ § SITE 8C STOREFRONT CURBING I 1 • W •� ,�,+ Ivn. « w 4^y" �• •••,•,,�,,,,,••, swum Store Design r w wse A9M4 ®lA rr �r ,---SIDEWALK —� if O 17, ❑ ❑ O O >_ 5' ( P-) (TYP.) YELLOW STRIPE 10' * 2'-3" FOR 9.5' WIDE PARKING SPACE 2'-0" FOR 9.0' WIDE PARKING SPACE ('_"�BUMPER POST DETAIL N.T.S. USE THIS DETAIL IF PAVEMENT IS PAVED UP TO TOP OF SIDEWALK DETAIL G-1 n BETA LED LIGHT SUPPLIED BY SHEETZ / 7 IAIIHJ Olhlfl FIN. GRADE 3/4" DIA. RIGID CON[ BLDG. COAT CONDUIT W/BIIUMINOUS MASTIC (PITCH) PAINTED ON CONCRFTF IS POIIRFF SECTION FLAGPOLE LIGHT FOUNDATION DETAIL MR1 L14 M1I•d 4 �� F1 n x, LIGHT FOUNDATION 4r� a-.o L.r�r y Itllu wr m m Store Design Ms w ma w..l.�.i �r 6" DIA. STEEL PIPE FILLED W/CONCRETE, ROUND TOP FINISH. ]/]PAINTED BRONZE w afaf o 0 -WALL OF DUMPSTER ENCLOSURE 2„ 4 e z POURED CONCRETE SECTION 6"0 DUMPSTER BOLLARD FLAGPOLE_ METAL COLLAR FURNISHED WITH FLAGPOLE GRADE N DETAIL T LEGEND POLE SLEEVE COLLAR HEIGHT SIZE A B BASE SIZE 40' 12" DIA. 48" 24" DIA.16" DIA. 35' 10" DIA. 42" 22" DIA.12" DIA. \ CAULK — — N \ C a � d I I II II III l d n' I• d d. a 6 % d ' cae —II' e L".- V RI ei �g a rt 6 `• 4 p < e — SAND FILL TUBE FORM SQUARE OFF TOP 1'-0' OF FOUNDATION SONOTUBE SAND FILL TREATED LUMBER WEDGE (TYP.) CAST —IN PLACE CONCRETE LIGHTNING RODS, BASE PLATES AND CORRUGATED METAL SLEEVE FURNISHED WITH FLAGPOLE H FLAGPOLE FOUNDATION NTS - r t,I,' E1 DETAIL L aun ,tiled f FLAGPOLE FOUNDATION 1 r mw arrm m Store Design wwlr ® L are SPUN ALUMINUM BALL --- (CAST ALUMINUM REVOLVING BALL BEARING) TRUCK 1 SET HALYARDS (SECOND CLEAT AND HALYARD AVAILABLE ON REQUEST) SWIVEL SNAPS BRONZE 1 CAST ALUMINUM CLEAT GRADE )ATION C:�/ FLAGPOLE DETAIL NTS DETAIL K sre lud ��nA -F?sZ'M9 �_ . .. FLAGPOLE DETAIL _ m '-'°'o �. r—�+. a+.w �+• «' Irlr.lr "'LII„•°" Nlwl r Store Oesi9rl - eo _. - w�wc wia• wtrr 0 I N 2" DIA: RIGID CONDUIT 8'-0" (TYP.) (1 (MAY VARY) FLAGPOLE NOTE: CONTRACTOR/INSTALLER SHALL LOCATE LIGHT FIXTURE SO AS TO SHINE AWAY FROM ADJACENT ROADS AND/OR PROPERTIES FLAGPOLE & LIGHT FOUNDATION PLAN DETAIL N 1tA1! 11fd �,8,� g FLAGPOLE 8c LIGHT FOUNDATION PLAN I Store Oesf9n r w wry I�OYO ml X .vr ' � W z M ui W W z c� z W (D v W z J W g Wrr z =zrr J � Q W z I— =) O W o J w z_ Q O LL. w 00 N J I L Q ►711, TH OF GJnn 11/2412020 r'2 DANIEL C. HYER a Lic. No. 45596, k__'10NAL Or® APPROVED DCH SUBMISSION N'' 4 —'ROJECI 1903600 H E W 0 R K O F N E + G RA D E C43 TELLER 6•_0• TRASH CAN 3'—O'x6'—O" CONCRETE PAD FOR CASH/CODE ACCEPTORS AND TRASH to be some height as curb CONDUIT STUB —UPS FOR CASH/CODE ACCEPTORS to be 1'-0" off edge OF PAD and 5'-7 3/4' off centerline of wash bay of pad in a 4" circle 15'-0" s • 4" STAINLESS STEEL BOLLARD 4' STAINLESS \ _ (OUTSIDE ENTRANCE) STEEL BOLLARD n 10'-0"X 20'—D" HEATED ENTRANCE APRON -- CARWASH��fJ]_ERL1NE — --- IaTRAI�CE — — _ _ _ — _ 20'-0" FROM FACE OF BUILDING TO FACE OF TRENCH DRAIN ZURN TRENCH DRAIN 4" STAINLESS STEEL BOLLAR MODEL Z-886 SEE DETAIL BELOW (OUTSIDE ENTRANCE)-- - 4" PVC FROM CAR WASH TO INTERCEPTOR TANKS -1 — 1" OZONE FROM RECLAIM EQUIPMENT IN CAR WASH UTILITY ROOM. 18" FROM TOP OF TANK 11' 0" TELLER — TRASH CAN 0 a J ' 4" STAINLESS' STEEL BOLLARD TAN K 1 2'-0" WIDE CONCRETE STA SEE LAYOUT R WASH BUILDING PLANS FOR HEAT RUN 16141 M. BE ------------ =_= im OIL/GRIT SEPARATOR UNIT FURNISHED & INSTALLED IN FIELD BY G. C. 4" ELECTRIC SERVICE ENTRANCE I I:: x '`- FACE OF BUILDING TO FACE OF TRENCH DRAIN ry � 12'—O"x 14'-9"_ — _ — HEATED EXIT APRON AREA TO BE BACKFILLED TO HEIGHT OF FOOTING AND TOP COATED WITH A 6" THICK CLEAN STONE BASE GAS SUPPL STUB SUPPLY & RETURN THIRD — _I BASE FRAME FOR CONNECTION I I TO DRIVE SLAB HEAT BY G.C. _ _ WATER OPENING IN FOUNDATION WALL FOR HEAT TUBING ACCESS Y` • — — — — — — — — — — — — — — — — — — — --ZURN TRENCH DRAIN MODEL Z-886 SEE DETAIL BELOW CHAMBER 1 II CUAMRFR 2 11 CHAMBER 3 II II II II O it II II II TANK 1 PIPES ARE SHOWN OUTSIDE THE WALLS FOR CLARITY AND SHOULD BE INSULATED AND INSTALLED IN SUBBASE 8" BELOW GRADE f/ ) 4" PVC FROM CAR WASH UTILITY II CONCRETE WALL ��f�� ROOM TO INTERCEPTOR TANKS �'e = 1 — 1" PVC SCH 40 FROM UTILITY ROOM FOR FLOAT WIRING ^ 2 — 2" SCH 80 RECLAIM LINES 18" OFF BOTTOM OF TANK WITH FLAPPER TYPE CHECK VALVES ON BOTTOM AND UNION 1 1'—n•' o a� w � "•m or or 1/4 a p s' I 4" ",euo QD r ,'� I• ZURN TRENCH DRAIN SYSTEM MODEL NO. Z886 TRENCH NO. 8609 WITH REINFORCED GALVANIZED STEEL SLOTTED GRATE (RFG) dA y� •., 'n � � x � n1 ,1 , qi €'— F F' ®: '�mrt e� e c3u', c� a .s 4i o a IPAw t= Qk nun` ' PRECAST CONCRETE TANK TANK L 'Pa�$� un '° 1, q r '94 7 4T .e" .o YP s • :: °: m ° vim"" v r � .gas 'ra, s m e sa ns1 4 &'Jii "ted. a ,gym" s °I, _- ems.. 'w� ���#F AIR —VAC MOUNTING PAD NOTES: m g'-10" '� ELECTRICAL NEEDS ARE (2) 120—VAC 30—AMP #10 WIRE CIRCUITS WITH GROUND 3'-0"X6'-0" CONCRETE PAD q° R 3er STANDAIR POWER CONDUIT FROM BUILDING TO AIR MACHINE IS FOR CASH/CODE ACCEPTORS AND TRASH to 6" TYP. TO BE RIGID PVC WITH FIRST AND LAST 10 IN RIGID METAL CONDUIT AND EYE FITTINGS AT BOTH ENDS. TERMINATED IN RECESSED 6" PVC SLEEVE UNDER AIR be same height as curb 3' 9� _ MACHINE. O - LOOP FROM AIR STAND TO VACUUM WITH RIGID METAL �— CONDUIT STUB -UPS FOR CASH/CODE O° 19 CONDUIT ENDING IN RECESSED 6" PVC SLEEVE UNDER VACU ACCEPTORS to be 1'-0" off edge OF PAD and F `t �_ BOTHUM. ENDS.RMINATION BUSHINGS TO BE INSTALLED AT I❑ 5 —7 3/4 off centerline of wash bay of pad ❑ F], Fo I H� �'-" . •��: e " mn I I USE WEDGE ANCHOR BOLTS TO MOUNT AIR STAND AND �.'.' In a 4 circle vnccuuM ` ' < •°� \ 15_0" I CURB BOLLARDS ARE 4" X- 4" X 5'.. TO BE PAINTED BRONZE •. • i '4 TO FACE OF CARWASH 7 i 4" STAINLESS STEEL BOLLARD 00)c� (OUTSIDE ENTRANCE) I � I v � �-10'0"X 20'-0" HEATED I Ln ENTRANCE APRON v I CARWASH_ CENTERLINE I I v 1 6'-0" Q0 nl I J C, J A '-6'1'-4'1'-6'1'-4'1'-6' —4" 9 —10 0 4" X 4" X 5' BOLLARD TYP. CURB CD N N 00 CHAMBER 4 II CHAMBER S II CHAMRFR F, II II II II 0 0 0 II II II II TANK 2 1 — 1" SCH 40 FOR OZONE WATER 4L ;s t _• 3 ;.mesa I] 2 — 2" SCH 80 RECLAIM LINES i �ye d'6'`'6d a n - Aa a v -1 4 SW OIIL HOLE FOR a PVc DRAIN LINE (F&I BY OTHERS) I I _ I , I i I , i I a I I r 10 SA 7 — 7 3 IBornetrlC — --End dew 1/2 1-0' .1 L '!. L r r; 1�7P.'R�1 GENESIS Sheetz Requirements A101 wI tr. tco,,, Pre -Cast Vault Caedwd by Chedar scale irr TIMMM4:1151=PM W z J N W g Cn LLJ z J J > w > 0 Q LiJ z � o O (Z �z< 0 m J IY a U I TH OF GJnn 11/2312020 r'2 DANIEL C. HYER a Llc. No. 45596a _'1ONAL Or® APPROVED DCH SUBMISSION N'' 4 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C4A 535.35 (EP) I I zoo 5 X�� PROP. TEMPORARY CONSTRUCTION EASEMENT 8� ✓ / �%; %MP. 32 38A ��� % IMF. 32 -393 z 1 /F JOSEPH M JR 0 JUN�I( TEARY ' :� m /'PPROX,I 7 !' G:Yr• •-\• ,Y (Ei'. GRATEJ COMMONWEAL TH OF V/RGINIA y 3 D e 44 r \ D. B. 4574 .675 TOP 533. ss \-DEPARTMENT OF TRANSPORTATION 1 I .B.629 P.1O4 (PLAT) NV U ./s3 D.9.4574 P.676 1 1 I I I I 11I y`,; Z NED. Cl COMMERCIAL Aspholtl - WPB. X1V P. 200 207 I I I �, � PR ENT USE: COMMERC/AL `-• m I. I ,y W�l3. XlV P. /5/-158 _ 4'' TO 534� G7 ZONE9, / COMMERCIAL NV. IN sib U o1/(lA 535.73 (EP) I I cce F 11 1 1 I I I IIII PRESENT USE'�TENTION POND ` I zE.15I8NN/ 75, 7I, INV CU\5.67 _z: I ^�� T5317 X-5(EX.VDOTES-1) EY.VDOT SER TOP: 5 41.64 Jpc#Sb�v INV. INV. OUT* 529.79 � Tf , EP, 5351 .11(yi/!TC 535.68ARV. WV NOSE DOWN CURB WVENTRANCEINSET 1"= 20': 0 20 40 � . .\ ° 37\ TOP. 534.05 / 538 SD-B \ VA// INV. IN 529.40 ; 539 / x - - I y (• I / I \\ ` INV. OUT, 529.00 EP 536.08 539.45 Ex. sAN MH RETAINING WALL' TC536.58 539.50 /539 1 TOP 537 ' MAX. HEIGHT: 7' �/ +� 15" HDPE EX. ORIPLINE / / INV. IN 527.80 (LAT) - .� IN 52Z75 S 485 53 INV. T' OUS2765 " - 8./q 538.0(' • \ I, BMP B S3s2s SEE SHEETC7.5 SD-12 / FOR DETAILS 5�38.10 (SD-13)4�E /BW 538.75INV. IN- 1 05 538t .00 '>/ TW 545.75 TW 545.7539 CHANNELB 5/ Bw 539.75�� 45)s-5 15'1 NAP /' / 5 8„ E 22%�� �-�0�-�542 :545.67�44 0 zo'�N sEwERcsrT S °3i 543 I" a I``s, SD-13, 545 TW 545.75 - O is I 'I l TO 551. sal3i / / NCE RIM: 546 \ < TW 5a5.75 543 AF n' _ - d INV OUT. 541 1// CNAIN� F ���,/ r�47, 546.91 -- - ' 545.95 _ SD-9 / . / 0 E� INV. IN: 538.17 (SD-10) SD-14 5 H P S. � 545.50 544.92 �i„ i,/'RIM:547.93 1 5a7.1a�2 5as.2s Sq6 RIM:544.26 / \ / - x S / �SEiV,_I� 48 EX. SAN MH \ \ I _ 5A� `S579 - 547.78 547.10 i wow ADA ACCESSIBILITY NOTES / 1 I vt"il= 1. CONTRACTOR SHALL ENSURE LONGITUDINAL RAMP f 1 I , (n SLOPES DO NOT EXCEED 1:12. TOTAL RAMP RISE zl� SHALL NOT BE MORE THAN 2.5'. 535.73 (EP) z N 2. CONTRACTOR SHALL PROVIDE ADA LANDINGS AT ALL g 3: LOCATIONS SHOWN ON PLANS AND AT THE TOP AND 534.17_ I M� a > BOTTOM OF ALL RAMPS. h y I 3. CONTRACTOR SHALL ENSURE THE SLOPE OF ALL ADA / LANDINGS DOES NOT EXCEED 2% IN ANY DIRECTION. L I ADA LANDINGS SHALL BE 5' X 5' MINIMUM SD-1 - - - DIMENSIONS AND SHALL BE CONSTRUCTED OF A RIM:535.63 I FIR 536.18 HOMOGENOUS, SLIP RESISTANT SURFACE. ROP.ACCESS + I EASEMENT I 4. CONTRACTOR SHALL ENSURE CROSS SLOPES DO NOT F-533.94 _ 535.89 I EXCEED 2%. 2 (EX. STM N/E TOa 534.53 5. CONTRACTOR SHALL ENSURE NO CHANGES IN LEVEL /� I INV /N 52833 ( GREATER THAN" OCCUR. NECESSARY CHANGES IN M I INV. IN' 528.03 I INV IN. 53/7s (.� LEVEL GREATER THAN 'a ' SHALL BE BEVELED WITH A E j I -i It w SLOPE NOT STEEPER THAN 1:2. N6. CONTRACTOR SHALL ENSURE THE CRITERIA ABOVE ARE MET ALONG THE ENTIRE ADA ACCESS ROUTE _I N SHOWN ON THESE PLANS, AND ANY OTHER SITE AREAS SUBJECT TO ACCESSIBILITY REQUIREMENTS. LP: 535.53 N 36 ! SITE GRADING NOTES: SD-C 1. CONTRACTOR SHALL MAINTAIN AN ABSOLUTE 537.84 5 8 MINIMUM SLOPE OF 1%ALONG ALL FLOWLINES. 537 II J� I 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CROSS HDPE_ I SLOPE OF 2% ON SPILL CURB GUTTER PANS. 3. CONTRACTOR SHALL PROVIDE SMOOTH, BLENDED 538 I TRANSITIONS BETWEEN SPILL CURB GUTTER PANS �3 \ _ 9 v SD-18 AND STANDARD GUTTER PANS AS SHOWN ON PLANS. - 538.67� o 1 1\ RIM:�539.66 MINIMUM TRANSITION LENGTH SHALL BE 5', OR AS i S3g SD-7 -� kJ U r I 540.03 SHOWN ON PLANS. RIM:537.84 1 4. CONTRACTOR SHALL PROVIDE NOSE -DOWN CURBS ON *" 1 ALL TERMINATIONS WHERE PROPOSED CURB DOES NOT TIE INTO EXISTING CURB. I S40 540 1 I 1 SD 19 1 RIM:54O.25 S W M C I I X 25 (EX CUL VERY END) UNDERGROUND ��� I 1/W. IN s36.10 Ssr� I DETENTION ( I o I 1 ~o~�ti 2.17 , �p �I 4 1 I 1 ��m'm ® I I o \'' ' EP 547.96� I. aeMaNe .._ ice - 545.69 545.24 TOP 5a0 /5 : QQ 1_ INV. IN 54z45 � � - _ r(Q QS � INV. OUT � 54225 �� •�. / / , _ TC 548.46 I 'V) RI 2 1 I I �- 547.98 EP547.98 ' I e ° ,I..544.19 4q }./-IAL RiM:54O.5O1 I 1 CURB CUT 2 548.39 , i 547.75 I ,.1L.J,. � �,�� \ / / � f 548.27 I 1 � RC!AL 1 / I o ` X rCSas.aB SHEETZSTORE I♦ / I \ I I 544.13 0 I 11ne FFE: 548.50 V LP: 544.02 1 .me 1 I r,at 1 1 LP: 548.24 _ SO 6" PVC - � I I \ �./ I SD 11 __ 1 \ ' LP:5a7.37 _ \ _ \ / I RIM: 544.35 IMF. 32 -39 - L_ 1 / 1 I NAPE SD 16 N7F�P/Lth9M SEOTTJARSHALL, w 15N RIM: 547.70 TRUSTEE OF THE FA MIL Y Ti (75T l �l I 550.93 550.73 544.25 548.97 549.07 ti THE W- 8 TRUST L - - - / / 1 / 4f I 1 TMP. 32 -4 0 2I IIII 1 n 49 / /r ( A/RPORT AUTO INVESTMENTS, LL C C / S BMP T D.8.4464 P 29,E o S 1 SEESHEETILS I INV. ,,_,a-D-R-627F/ 04 - I _ o ( 1 D.B. F. /8 -187( I 3 ti I I FOR DETAILS INV. IN: 544.42 (SD-16)- O G (PLATY l \ D.B.35O3 P. lBO-l87(P/_AT) - " ``ff I ` % w \rnl / D16 �9 566(BcaT) - J / i ` - I SRS = \ 1 ' I 1 D. B.27/7 P. 3/7 xa (EX. GRATE) ss6 35 w o �!\ O - 5 (' /. 661 A (S<VEYJ I \ I I I - ZONED. C/ COMMERE 4L _ ='. I n s' h I D. B.2284 P. 385 544.25 HWPRA'1V P. ISl-l58 NV. IN 547.65 (W) I p J 548.00 PRESENT LJSE' COMMERCIAL HWPB.X/V P2OO-207 NV. IN 544 30 (S) HP:557.01 I r) \ n) �� FUEL CANOPYa I 1� I w C le 1 0.B.715 F..6-54(FLAT) NV. OUT: 544.15 <NI - \ / I Sss SS A _ I _ _ _ ` I�� � \ 1 J/ / het II i 1 LOVED: HIGHWAY COMMERCIAL (HC) 41 I PRESENT USE CO IMERCIAL \ y rn H 552.80I p ; ` \ �- -� 552.50 �%` / I \ \ i� '" •• I \ p CHANNELA �1'41 X-7A <Ex. GRATE) I, I Ico1 I °tl 1 1 To,­:559.43 GRADE BERM AROUND -1 SD-3 c�/ 1 INV. our 550.03 HP: 557.01 N CAR WASH l 548.00 r I I RIM: 546.21 P{ 2 1 I 1 GRAI/Ee EX. STORM I �\ � � _�. \ EX. VDOT DRA1N Es/ s� C FFE: 549.60 HP 54813 PRO✓ #0649-0OP-158 -� - EP 548.51 :: ^ .". .'L 1. ..y ,i Ll-•- \ _ . � _ T 4 1 ••C,. •�: •` 1 ^ `j-- 548.39 8 48.42 \ I S I-4 S`'1E I j��/ `� 1 • 1 .. . 54� .1 r RIM:546.65 I 1 1 C5 85 SEC 54792 I I I '{1\ \ I 9 1 551.91 ((( 'i', ' rf .•�r r .' ,i'.. \ I I 1.48 5HP 548.14 546.94 46 50.10 54929 54844 548.19 15D - - ', 15" HOPE 1\\ / h 1 549.64 547.74 �` - -' 548.00 0 . - . -� co 1 4 7 / 550.98 - - �- SD-5 C) I Iw= 8. I CURB CUT 1A n 547.67 / ow=C5.5 L` 1 548.30 n 54 RIM:548.00 / I ( 1 7+.1' '� CURB CUT 1B � � ♦� m 8 I 552.64 I SD-6 _ A \ -R. S,'11N710ENTEL 3 OVP l RRCP4NE TANA. 550.84 RIM: 548.06 � O PROD #06 - 546.75 546.64 I I 1 I 1-1 - 547.25 1 1 1 ,II Slam _ I �I I SS 549 m �- 546.97 / 1 1 1 Veld Bldrk I I 'j s O / .548.11 / ! I _ 1 E.P. INV. OUT. 54L 96 r 791 I II Ih S'_� 3551.31 -. 550.04CURB I I 554.47 SSu� �550.1s> f 549.36 - 549.12 , ^ > ' °/ ��tw-45.2 MNECANDXGRADEIN "f , W- Ij I 554.47 553.78 �G o o , © '\ HP:549.56 I ,zp I LEGEND. I 7 fH547.81 P: 550.55 549.86 - 549.60-548.67 / / si nal ,y I �S5 HP:554.05 __j 9 STANDARD/ACCESSIBLE Asphalt qy M� I - 550.29 d,=47A vougz� - PARKING COUNTS -- 10' BUILDING/PARKING SETBACLINE 5 55 _� 551.61 /' STANDARD CG-6 -bG� 556.50 _ 555.10 53pia----- - - - - -_ -- ----- --------------------- I- 'SIrV� - ---- - - -- 552 ® CG-6 SPILL CURB N 55°39'57" W 126. 99' SD-17 P M 1 / - 551.55 / 1 - _ _ _ _- RIM: 557.23 _ _ _ _ _ 554.63� ® CG-6 TRANSITION CURB 31 _ ' TIVI - - - - - - A SH32 -39AR 557.17 �. `--�-- - _ x-2c I ® ADA PATH AND LANDING BENCHMARK N 55°02'36" w /7.l1' N/ WILL /kV SCOTT M ALL, USTEE OF THE FAMIL Y �'� RUS OF E WILLIAM A. MARSHALL JR. REVOCABLE TRUST x-s � � `sr N. 3935947.50 � \ roe- 546.6a TOP 556. -9 SD-X8 2 ° X 9 E.- //50/4/J.09 INV. OUT. 542.35 0.9,4464 P.2O3, D.S.1659 5 (PLAT) r u *Y j BMP SOIL MEDIA NV 1N s4 9. se TOP 554.73 \ S TA TE R0 9 / (/ IRPQRT RD% \ ELEv' S47.89 - URVEY) - 0 INV. IN 549.zi _ RIM: 556.62.� A� INV. our. 550.9e Al-1,�ROAV HOW INV.OUT 548.33 ;i wt \ \8,600 ADT \ \ \ PRESENT USE OMMER lAL CONCRETE GRADING AND DRAINAGE PLAN 1 1" = 20': 0 20 40 LU 1D z M LU W W Z C9 Z W J (D W z J N w w z C3Q Lr Cn J > z Q Q LLJ z Of I_ O �O p �zQ Q 0 W CIS �J DO Q z Q /Cyy I..L V _o�TH OF O IV2312020 r'4 DANIEL C. HYER 9 Lic. No. 45596 ' 10NAL ONd` APPROVED DCH SUBMISSION N'' 4 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C5m0 '1 PROP. TEMPORARY CONSTRUCTION EASEMENT g1 are TMP. 32 s8A TMP. 32 -39B I4aPRox. 5 wATERL INN Esh> ��NT) /F ✓6SEPH M ✓R 0 ✓UN If TEARY r- (Ex. URA TE) x 'OMMONWEAL TH OF VIRGINIA D. B. 4574 .676 D . $. 698 P. 335 AN TOPo 533. 58 I = / _nFPARTMENT OF TRANSPORTATION B 629 P l04 (PLAT INv UT' 83 D. B. 4574 P. 676 ZbNEb. Cl COMMERCIAL 1 m HWPB.XIV F..200-207 PR ENT USE- COMMERC/AL � Asphaltl z / I%WFRXIV P. /5/-158 1 EX say 7H 1 �* I V� ZONED/ COMMERCIAL INV. IN' s26 02/( AT) I `eccz PRESENT USE DETENTION POND ) , \ ;! I INv INy525.7z /- INV OUT• 525.67 DRIi i �� � SMT / \ 1y E.Y. WOT RISER 04' X-5 (EX. VDOTES-1) ✓ p1 pi / INV. OUT 538.82 LOP. 54I. 64 \� x f; #0� i y � / INV. OUT 529.79 - / - - ARV. wv 1 / w �X SD-g SEAE I I _-i SD-1k NEW VDOT MH-1, 7 ' 1. D. RIM: 535.63i INV. IN: 529.33 (SD-C) INV. IN: 531.78 (SD-18) PRO / PROP. ACCESS EASEMENT .� tt .. r �. D • °INV IN, 1 ►� I � 1 I I I I I I I 2 (EX 5TM AIH) TOP. 534. 53 1 INV. /N- 528.33 (W) 1 INV. IN 528. 03 (SW) 1 INV, IN. 531.78 (S) ,) 1 INV. OUP 527.83 (N) W 1D z M W W Z (.7 Z W J v / wV // _ \ 48" DIA CONCRETE RISER WITH TRASH RACK E . 5A �� INV. OUT: 533.38 RIM:538.50 W X-3 (Ex. GRATE) �� INV. IN: 533.67 (C/0 61)S553�_ -- �36_ 'J i 1 /] N / - TOP 5;4.55 / , 38 SD-C �P1ER / I / INV. IN: 533.67 (C/O 62) _ VDOT MH-2, 4' I.D. WITH WEIR INv IN s,'9. �0 539 EX / x I / I / /I _ NV. OUT.: ,9.00'/ V.OUT:533.57;- y3g \ 537 RIM:537.17 �/ INV. IN: 530.10 (SWM G-OUT) EX DRIPLINE TOP 0`;' ' S ! 15 HDPE 15" HOPE INV. IN: 530.00 (4IN PVC UD) j I % / / --�-� _ fNV. IN. 52Z 80 (LAT) - / INV. IN 527.75' 48553 -y INV. OUT:529.90 \ r�%/ / ' SD-13 INV. OUT. 527.6s - B.Ta \ BMP B 538 r x _ / DI-3BB, L4' - CHANNEL B SD-9, SEE SHEET C7.5 v 1 CONTRACTOR TO RELOCATE COMM RIM: 547.28 �- �_ ( ) FOR DETAILS _ o Im1 LINES AROUND PROPOSED MANHOLE 1EL / �o I / / _ INV. IN: 539.04 (SD-14) PROP. 20' STORM ` ��=� VDOT ES-1 15 " zo 539 INV. OUT: 538.94 SEWER ESMT (TYP)' INV. IN: 538.17 (SD-10) / SD-7 11 N ✓ SD-19 /^r TO EX. SAN. SEWER /; J p8 E 7.4 / 15, NOPA 540 RIM: 537.84 JME - -- r ( ) 5„ RCP 1 INV. OUT: 536.00 Z / PROP. LATERAL CONNECTION +����I DI-3B, L12 N: 533.04 w 'oI1 � i Ex. /sAN sEwE�EsrT I'S yf3 j �i SD-12 ` co zS_ O INV. INV. OUT: I \\ ! •�� X 6 - D. B. 3597 P. 162-168 f - 7i' f X 26 (EX CUL VERT ENO) `v I TOP. 551. 8/ / ' "' ft , 54 A�. I ;NV. N 536.10 /INV IN, 54131 SD14 ��. �j VDOTESI(15') 544 SA I SWMC 4 INV. OUT., 541.II VDOT MH-2, 4' I.D.INV. IN: 538.10 (SD-13) \ 1 UNDERGROUND 1 I 1 SD 18 RIM: 547.93 / N Ei DETENTION I 1 I 1 VDOT MH 2, 4' I.D.ti \ I I INV. IN: 539.45 (SD -A) p HDP j SD-10 Q 1 1 RIM: 539.66 / �'�/��• INV. OUT: 539.35 15 �S4> _6 DI-36, ZS L10' „ d - of I 1 INV. IN: 535.46 (SD-19) ti INV. IN: 539.70 (SD-11) RIM: 544.26 SSA o N j INV. IN: 535.36 (X-2B) 0 Q \ s 1 1 I INV. OUT: 535.36 �' o x I / ISC v 7 ; i• INV. OUT: 539.60 -AN 6' SDR-26 PVC lV m �. EX SANMf! ,/ A7r„'P( RT I o TOP 560 /5 LIGHT POLE I Q INV. IN s4z 15 t BMP A (� _� P"0"ENE '�� :4) 4" SHED. 40 PVC ELECTRICAL CONDUITS TO BUILDING INV. OUT. 54225 SEE SHEET C7.5 iTYPj �� / _ SS-1 6" PVC LATERAL (2) 4" SHED. 40 PVC ELECTRICAL CONDUITS TO CAR WASH / I Cry r) 1 FOR DETAILS timoo¢ NV. N 7.8 76 2V @ BLD 544.33 L- - JL_ r _. :. CO^, AL SD 2 1 1 ENCASE GAS LINE / 5._ 1 f,_ y T TRC VDOT DI 1 1 1 " SEE SHEET C7.5 FOR DETAILS ( ) - RIM: 540.50 INV. IN: 537.76 (SS 4) / I % INV. IN: 534.33 (SD 3) 1 1 N INV, OUT: 537.66 �� I _ \ L I „ t I 1 48" DIA CONCRETE RISER WITH TRASH RACK�O SD-SD VDOT DI-3A (CUSTOM SHALLOW) RIM:544.75 SD-11 _ 1 RIM: 547.70 5- s A --_ I DI-3B, L8' D Z INV. IN: 539.92 (C/0-Al) _ t E C 0 1 INV IN: 544.71 (C/0-1) - % rr - I 1 1 INV. OUT:539.82 HOP / 16' � I RIM:544.35 / 1 (%� Q j 1 16, INV OUT544.61 Tee /� 1 1 J Q l % � W 14 1 I ice'•: _ i;i , i.�n.� n annorS'ALL ✓R. / / � I \ ' I INV. OUT:540.12 a :r f TMP.32-40 I I / 5A9 4" PVC LATERALS _ I / CONNECT TO EX. POWER POLE WITH H AIRPORT AUTO INVESTMENTS, L L C j c� o II I 0 p-INV @ BLD54433` _ I MIN. 150 kVA GROUND MOUNTED W ZS7 SD-15 TRANSFORMER P.548 0-0D.9.3503 F..180-I87(P_AT) VDOT ES-1( 15 ") O SSMH, 4' I.D. \ I I I AS 1 1 in U D.B.3/92 P.264 T / INV. IN: 544.42 (SD-16) O O RIM: 547.64 i �1 I �� I I T ' I \ 1 J D. R 2717 P. 3/7 x-7 (EX. GRATE) ♦ - i ce h• W rOP.ss63s \ ( I - INV. IN: 543.79(GREASE TRAP) - I� t r" 1 ► Q INV. IN 54Z65 (w) r INV. OUT: 538.85 - I I, 1 FUEL (( HWPB A284P. I51-158 I t� CANOPY 1 i ": i z Q HWPB.X/V P.200-207 INV. IN 544.30 (s) I 2 - _ GREASE TRAP \ / �y� _ _ �_ 1 c� I 1 ° INV. OUT: 544.15 (NI I _ / /OLE W 0.9.7/5 P.634(PLAT) _ S - 4" PVC TO ` SH6,077 SORE �INTERCEPTOR TANKSI IJ w \Ir I LIGHT �TYP) \ - _ Y / 1 t I I O ®0 i ZONED: HIGHWAY COMMERCIAL (HC) - - -"' - - . S p ^ 3 I 1 m PRESENT USE CO IMERCIAL \ I �%p INTERCEPTOR TANKS FFE. 548.50 1 1 Q / 1 I � CHANNELA �1, A 1 I� tofi� I 1 x-7A (EX. GRATE) P\ TO". 559.43 u SD-4 2 j I 11 1 1 I 1 PROP.10' S� I - _ I. VDOTMH-2 4'I.D. Y I 1 GRAVEL INV. OUT 550. 03 CAR WASH Ex. uoOrORaIN Es Q� FFE. 549.60 I " RIM:546.65 Q 1 I 1 1 PRO✓ #0649-002I� GAS ESMT Spy \\ _ INV. IN: 539.70 (C/0-5) : `;.'... ;, : T S 1 I INV. OUT: 538.95 S46 1 1 1 :'.' Yq (iI I �� N \ 3 C /I 'a. •, w' -� . - .�, ^ m ''' 1 I I I 1 HDPE x I I I 1 15"HOP E 5" HE SD-6 SD-3 =G5 5 Q3 VDOT DI-3A SD-5 DI 3B, L6' 1 1 VD DI- 1 � � VDOT 3A ,ggti �'Qi RIM: 1 M. 546 2 1 RIM: 548.06 RIM: 548.00 EX. SIWINTiCEWfL 3 OVP 1 ►I I ( s INV. IN: 538.63 (SD-4) INV. IN: 544.17 (C/0-3) INV. IN: 543.66 (SD-6) PRa✓ #0649-0az-lsa 1 INV. OUT: 538.53 PRaeaNE TaNx I SS INV. OUT: 544.15 INV. IN: 544.41(C/0-4) 2\ PROP. 20' PUBLIC SSo (2) PROP. 2" TYPE "K" COPPER / INV. OUT: 543.56 S 1 I 1 PLTH OF I Starr I I SS3 UTILITY ESMT WATER SERVICE LINES F - - 5- - - - - - - -FUEL TANK iota Bldg. I ✓ 54 (5) UNDERGROUND FUEL VENT PAD \ / `� / 1 , Ex. INV, OUT., s4L 96 r791 I STORAG TA s �. .' ; ; RWSA WATERLINE TAPPING NOTES Ih I A5 I ° e �. ` ° ) c i ' f . 1>�23�2020 I I FIRE HYDRANT WITH 6" GATE VALVE, 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE o a _48.7 U DANIEL C. HYER 1 554 - A p CONNECTION TO THE EXISTING RWSA 12" WATERLINE. 2 CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" Lic. No. 45596 - 3 I PROP. 1.5" WATER / METER (CAR WASH) -� Q�Q > ; =yam;' WATERLINE DURING CONSTRUCTION AND TAPPING. CONNECT TO EX. 555 �o -- � � / /� � � 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, `F' PROP. WATERLINE "A" ° �sgnot _ 61 GAS SERVICE LINE �Q' ' 10' BUILDING/PARKING SETBACK LINE / / THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" a!o pC� Asphalt �uM ' ' -� - - - _ _ QQ _ _ - a0,_47.4 ��tt��/ ,�, WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONVERT EX. INLET X-8 TO ri °' 5 55 _ I - CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND MANHOLE AND DOGHOUSE{f/ 53 _ _ o SHALL BE PRESENT DURING THE TEST PIT. APPROVED DCH SD-17 ON EX. STORM PIPE - PROP. 6" DIP I - - - _ - I 4. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING - - - - - Vlr� 4' ORDERED ^ i PROP.2" WATER / SUBMISSION ( 4 N 55°39'5T' W I26.99' - - - - - - - SD-17_ A4 5. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO METER (STORE) - - DI-313, L8'- 450 HORIZONTAL BEND - - TM10.32-39A THE TAP. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PROJEC I 1903600 RIM: 557.23 I f 5 \ 1 CORP. STOP A3 ��� - N 55°02'36" W /ZH' I ` N/ WILLL M SCOTT MARSHALL, TR PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. 1�-- 1" CORP. STOP X-2C RUS OF E WILLIAM A. MARSHAL/6. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. T H E W 0 R K 0 F xB NVTOP. UT:54 LINE + GRADE TOP 556.88 SD-X8 � o Al X_9 INV. OUT 54235 D.B.4464 P.203, D.B.l6.' FOLLOWING THE PLACEMENT AND TESTING OF THE 12"X6" TAPPING INv. IN 549.59 WET TAP ON RWSA LINE WITH 12"X6" TS&V r0 ss4.73 STA TE ROUTE 649 (AIRPORT RD 0, 061 AC (SURVI SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE VDOT MH-2, 5 I D, ti ZONED Cl COMM51 PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO N 1N 549.zi SEE RWSA NOTES ON SHEET C0.1 -INv OUT sso. 9B -< � WlOT17�ID'- \ NV. OUT. 548.33 RIM: 556.62 .' W"' Wt ,8,600 AD \` �`� PRESENT USE COMI` SET PRIOR TO MAKING THE TAP. PLAN C6m0 UTILITY 1 1" = 20': 0 20 40 NOTE: ALL PROPOSED STORM DRAIN STRUCTURES AND EXISTING INLETS RECEIVING PROPOSED PIPE CONNECTIONS SHALL RECEIVE INLET SHAPING PER VDOT DETAIL 4 ON SHEET C6.4 aoo oaa i d U) 196 / COd M p NU ) toU d \ M M CO i M (0 M M O Or M (0 (0V (M cLO MO NMI O +2 M(0 cLn MO OM� LOLOH M M V ( jIt} r¢O t0N(D(flNF MO 'tZ (O M OD'L0 0Zp + C9 pV Z-)m°� wZ M>FZZZ o rL—o>>> 9p > 90"I 0M0 FX. GRADE 550 550 r (n d PROP. GRADE m M oc rli0(M LO N r (n z 0 - - 2.63' COVER p u) _ >�z / 80.27LF OF 15" HOPE @ 0.61°° 545 545 _ U Ir W 7 / cn _ 6 Ocl M (hO� CV r p cn � O = .. O� 2z 0 II0 d�MO.. O z0_� O �0;» �9 II �Ln pM�Z0>'n0»» asclzzzz r LO Z) 6 PROP. 4" PVC o wz w w w uu)i u» Frz CONDUIT CROSSING F F 5HDPE@0%06 90.42LF OF 15" HDPE @ 4.99/° 540 . 540 (2) 10"OBSERVATION PORTS 30' O.C. / / EXTEND TO LOWER STACK SWM C UNDERGROUND / DETENTION SYSTEM 11 \ 2.00' COVER / 10-YR HGL 75 LF OF STORMTANK MODULES 2524) 535 _(MODEL#E-r2"_535 ' iIRRAY 18'WIDE7C2"TACc 'DOUBLE rWAiERELR'V. STACK UNITS (SEE DETAIL 2/C7.8 75 LF OF STORMTANK MODULES (MODEL #2536) ARRAY 18'WIDE X 3'TALL SYSTEM INV: 531.00 @ 0% N45.27L DIRECTLY ABUT SD-2 TO 3 96% SYSTEM PER DETAIL 7/C7.8 @ 3 6' L' P `i ENCASE STONE AND MODULES WITH 530 EX• LINERS PER STORMTANK DETAILS 530 50.00LF OF 4" PERF. SCHD. 40 PVC @ I L 1.000/0 PROVIDE DEBRIS ROW AT INLET 12.54LF OF 4" SOLID SCHD. 40 PVC @ 2 MODULES WIDE, 30' LONG 1.04% SEE SHEET C7.7 FOR 3.60' CLEAR UNDERDRAIN CONNECTION EX. 8"P! CCROSS/NG (X1-DU7FALLJ [CONNECTIONS NOTE: ALL PIPE AND STRUCTURE SHALL BE WATERTIGHT. 0+50 1 O SD-1 TO SD-6 H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 W Z M W W Z re Z W W z N w v) w Z — W = z �_ � J > 0 Q w z Or- 0�0 0- J w �z< J 0 w m or Q i TH OF G J `F'Gy 1112412020 r'2 DANIEL C. HYER a Lic. No. 45596, /ONAL APPROVED DCH SUBMISSION N'' 4 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C6ml N V W o w 545 rn 0) m m (0 x w p (0 ci rt`ti c? z z x dN C'4 00 CQ —+_ - < c(n �— (.a. (.0. M 00 ffi �O O00 MNM�W. Na MZ Otn tncI II)I�ZZ7 Oto ONII =O YNo- WZ crC) (0 CN?n 112»OV ISM O M rO O > O 0)tn I ) c1lV . Z>Q IIxM(nn21O OX Ifin 0) O Itj(nn_dg.. O a +aLU)oor Inz z o rn C)550 560 +~o550 o ��o= 560 cbU)�fz 0 nw� 0�»> M n?r00 ¢0ZZZ Q wr II c) ¢n>crU)I mqLna< _ ¢v PRiP.GRADE 545 PROP. 2" COPPER W/L CROSSING PROP. 15" HDPE CROSSING (13-14) 535 (2) PROP. 4" PVC CONDUIT CROSSING PROP. 1" GAS CROSSING PROP. 6" PVC CROSSING (16-C/0-1) LJ ' 52.54LF OF 6" SDR-26 PVC @ 2.07% 20.49LF OF 6" SDR-26 PVC @ 5.52% 450 VERT. BEND OLF OF 6" SDR-26 PVC @ 100.00% -EX. S"PIACSAN/TARYSEWER 545 540 535 0+00 0+50 1+00 1+10 O1 PROPOSED SANITARY PROFILE H: 1" = 20': 0 20 40 550 CC 545 540 i PROP. BUILDING c-I 0 O) ^ (n V - ,4 11 v p N v, CO r N C0 OQ \ 11 NLO O W� � �O Z� aQ�O l U)LLtV — r ~ MO II �7 60 �> OM 3 ti� M ciU� O ZO (n>0Z (0001�Z7 U(O�Z —oo=�>5 51 PROP. GRADE rn > m FE z z (2) PROP. 4" PVC NDUIT CROSSING w 0 N 0.75' CLEAR BMPA a U 1_28.62LF w OF 6" PVC @ L) 10-YR HGL 00 32.31LF OF 15" HOPE @ 0.59% PROP. 2" COPPER W/L CROSSING GRAVEL FLOW SPREADER SEE 1/C7.6 FOR DETAILS iO 540 l5 535 10 530 555 55C 545 555 550 545 0+00 0+50 1+00 1+15 O2 WATERLINE A PROFILE H: 1" = 20': 0 20 40 _ 00 _ m ui ui Ln m N � V Soo w d r U M 41 t` (h r W Q to - � M 0C'iM OLO NVm 4mo� UO(OM0 O (n n M to MN OJtn O( InpUwMtn MZ lnMZj II mnOm O nZZ? oO 00 (n5 CCzz Cn0 w z z to d'�CCZZZ BMPB PREOXP.GGRR4A0DE E 2.77'COVER 10-YR HGL �G .10 14.6OLF OF 15" HOPE @ 0.62% 33.44LF OF 15" HOPE @ 1.02% 540 545 535 540 530 535 O o LO d So 1` i W INur.I 1­ 0) (q +_m�0)tn OO O M+ 04 cl) LO :2 bVM JVZ7 Omt)O0> Mn �ZZ O N 0 FE PROP.GRADE 2.00' COVER BMP B L 10-YR HGL 28.54LF OF 15" HOPE @ 5.01% I GRAVEL FLOW SPREADER SEE 1/C7.6 FOR DETAILS PROP. GRADE 540 EX GR:JDE 535 10-YR HGL �Q OF 15" RCP %° @ 4.20 5. O3 SD-18 TO SD-19 PROFILE H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 N r O M LO O 00 d H V �00 U)0 N 0 E Z 550 545 545 540 540 535 535 STORM SEWER NOTES: 35 1. ALL PROPOSED STORM DRAIN STRUCTURES AND EXISTING INLETS RECEIVING PROPOSED uj PIPE CONNECTIONS SHALL RECEIVE INLET SHAPING PER VDOT DETAIL 4 ON SHEET C6.4. 2. ALL PIPE AND STRUCTURE CONNECTIONS SHALL BE WATERTIGHT. Z RWSA WATERLINE TAPPING NOTES Q 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE. 2. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" WATERLINE DURING z CONSTRUCTION AND TAPPING. _ 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND Z SHALL BE PRESENT DURING THE TEST PIT. W 4. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. 10 5. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. A MINIMUM OF J 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. 6. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND TESTING OF THE 12"X6" TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND > THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TO MAKING THE TAP. U uj 15 z 0 Lu O _ U) N c-I acn O In x d LU w U U N 0�NOp In O (�9 000 VV M V 0) �U� Q O0 �On �Cj)OM c-I U3 O�I�M� 00 (M N �NOmtn fM M �O(n Z 2 In (M t�M In 04F-- W M.. - Mm �Zp 2rN �Q UGqtn r �tVZO N>iEZ c-I 0M 2» V�10Z= �0�>� 600 tnolrzz o>x?_ (nv3xzz PROP.GRADE / BMP A 7.97' COVER EX GR40E PROP. 1" GAS CROSSING 3.08' CLEAR OF 15" HOPE @ 0.61/0 2.00' COVER i50.86LF OF 15" HDPE @ 0.61% HDPE @ 761,170L 73.65LF OF 15" — — / 10-YR HGL f 1.52' CLEAR OUTLET PROTECTION PROP. 6" SDR-26 SEE 1/C2.5 FOR DETAILS PVC CROSSING (EX. TO SS-1) LLJ g ui z z I- 1 > C) 0- H Q w z O Z) IN '^ v_ c) j J 550 � z Q 0 w m J N L.L Q 545 540 535 0+00 0+50 0+75 0+00 0+50 1+00 0+00 0+50 1+00 1+15 0+00 0+50 1+00 1+50 2+00 2+10 OSD-15 TO SD-16 PROFILE O SWM C TO SD-B PROFILE O SD-9 TO SD-11 PROFILE O SD-12 TO SD -A PROFILE H: 1" = 20': 0 20 40 H: 1" = 20': 0 20 40 H: 1" = 20': 0 20 40 H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 V: 1" = 2': 0 2 4 V: 1" = 2': 0 2 4 V: 1" = 2': 0 2 4 OF G J 77123�2020 '2 DAMEL C. HYER Y I.ic. No.4`59(, k__'70NAL Or® APPROVED DCH SUBMISSION NO. 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C6m2 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL UININITIAL BACKFILL 824' IN6 IN. MIN. 6" BEDDING �"/�'�""'• #68 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a'MI INITIAL BACKFILL 4 MI UNSTABLE e" e" g^ " SOIL MI MIN. MIN MIN. #68 STONE GRANULAR FILL AS >, .�APPROVED BY ACSA ST C0 STABLE SOIL OR ROCK, NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 O TD-2 TD-2 (DUCTILE IRON PIPE INSTALLATION) SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE- 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUO END OF - MAIN UNEi I SECTION SERVICE LATERAL Ee IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG, S-2 TD-33 TD-33 (LATERAL CONNECTION) \�\�\orr.• � !.III 'l� la I • • • • 1 a T 'a ♦ 1 SIZE,• IA14D AT VALVES. 2. USE••P.S.I. CONCRETIE_ 3.• • POUREDON ANY PART OF THE JOINT CO4. THE •ar • • aTHE TYPE SIZE OF - ALL THRUST BLOCKS. •BLOCKS INTS PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF CU.-YD. (FEET) CU.YD. BEND L H T L H T 90 260 250 3.01 a24 4" & 6" � 200 225 260 a16 200 225 250 0.13 221/2 1.50 2ao 2.62 0.10 n 1/4 1.50 200 2.E10 am 90 3.66 3.16 3.21 0.4E B 22 1/2 ?66 2/8 28B 0.� 3,16 291 286 0.32 111/4 1.66 2.16 267 0.13 90 4.83 3.63 3.42 0.83 10" & 12" '�` 3.33 3.58 2.95 0.43 3,83 4.00 283 0,52 221/2 2.33 2.58 2.86 0.24 17 1/4 1.83 233 2.84 0.18 O TD-3 TD-3 (CONCRETE THRUST BLOCKS) 6"MIN EMBEDMENT SPRING LINE O OF PIPE N0. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) • THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL „CONDITIONS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' O TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 TD-34 (SEWER PIPE TRENCH) NOTE: TEE 7 WHEN O HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- wLLE THREADS WHICH IS L:LFNG7H NDARD. NCH VARIES e' MI(z�oALVE BO7 CU. FT j/6B STONE 42"MIN '; J •' 6" GATE •�., VALVE 2500 P.S4 CONCRETE � BASE AND THRUST ,`[•; •:;;'y'. f,�;l;:� ;. � : BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 0))� RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVANNG GROUNDWATER ELEVATION. IF REQUIRED TO BE N WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL DE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. rt-a ro-B TD-8 (FIRE HYDRANT ASSEMBLY) 1' COMPRESSION A 3/4' PALE PIPE RR APPROVED EWAI NOTE NO SMEATEu FiTiINGS DUAL SERVICE SINGLE SERVICE NOIE: 1) SADDLES SHALL BE USED ON PVC PIPE 3e' MM. ,ro BEND COUPUNO-A \ ns,_ 0 0 0 FOR USE ON ATTA01ED SINGLE FAMILY RESIOENTAL SEANCES OR DUAL gESIDENTAL AND IRRIGA110N SEANCES. �2. 'IMPRESSION . 3/4' MALE PIPE COUPUNG PPRONED EQUAL roR USE ON DETACHED SINGLE FAMILY 2ESIOENTIAL SERVICE NHERE AN IRRIOAnON AETEN IS NOT PROVIDED. WWI -/ `CORPIXtAl10N SIR^ MEN �T�Yy,.:,,.• Y ,.'� `RRICX AS NECESSARY SANDS? DUST UI®ER ND BOAM SETIER %NUM TNIC%N66, INCH -A}5�" j ','• y��S f- p1AMLlFH gi.VN PIPE 12' (�,� ' !.S NAPF,ViP�titTi LNG STONE PDCNET, VOOT F,,�„•A4 .� �� � .� SPER 20, NO, 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A ID-10 TD-10 (WATER SERVICE LATERAL) COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID - •- 18' METER BOX fiN,ry N,1ry ti /1. 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. 0 TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 1D-13 TD-14 (METER VAULT) W z J N W g W z J � H Q W z O 70 J w � z_ Q 0 � W CO J N I..L Q I w ,TH OF G J 1>�23�2020 r'2 r DANIEL C. HYER a Llc. No. 45596, /ONAI. Or® APPROVED DCH SUBMISSION (\!'' 4 PROJECT 1903600 THE WORK O F LINE + GRAD E C6.3 DI-3A, 3B, 3C FOR DETAILS OF INLET EXPANSION JOINT r • ����Irrrrrrrrrrrrrrrr wn: I rrrrr. + ! . Y............ ...................1 rrrr..uurr......u....... r..........r. __ ■_-� �, ��II . •. ,• . • . •. El � 1' I. r-"A BARS BAR C `_ SUBBASE 2„ _ HARDWARE CLOTH z z "' + BARS F WEEP HOLE. c SEE NOTE 8 TION A -A KEYED CONST. JOINT WAPED 1 1 GUTTER S A APPROACH I� I AR GUTTER N 1 y •'..7„ BARS F BARS E L,-_B�*3" DIAMETER iv 60 WBARS E FRONT ELEVATION BARS FBARS B WEEP HOLE (GUTTER REMOVED) 1/i1" N-O" L,. 5%I/a" ANT PLATE SECTION B B ,a,N /a" R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 8, CG-7 STANDARDS. a L2%2"X21/2"XI/4" • •. �, • GALVANI ED TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 S CG-6 STANDARDS. TYPE A TYPE B 1/2"X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WELDED TO BENT PLATE AT 2'C-C. WITH %2" X 4" STUD SHEAR NOSE DETAILS 2" fZ5�, PAVEMENT DI-3A L DI-3B L DI-3C L ARPED PAVEMENT FLOWFLOW oI F,-LOW 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL �VDOT STANDARD CURB DROP INLETSPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE- MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ODI-3A B C ■ �9 . i � a .A TRANSITION BETWEEN A PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE TO CONTOUR I I OF PIPE I I � �j �9 OFOUTLET SLOPE OUDPIPE TO INVERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / CLASS Cl, EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE,BROKEN BRICK, o < •:'!zil BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I ���///:v.:': OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. .�•, ' PETALS OF SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY.NLY. E EACH MANHOLE ORR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET PAID OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AIXBRIDG�TANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OEI] REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION END -SECTION 12" - 60" PIPE HUENON OUTLET END -SECTIONS bSP�I_G6T�_EN6ET END -SECTION x --CONCRETE TO BE - JJJ 4000 PSI MINIMUM PLAN \ \ t•7�611[6L`�.0.� END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" W. 2'-0" 2'-0" 4'-0" 2'-0" 15„ (1 2,_3„ T_g„ 4•-0„ 2.-6„ 18„ g„ 2,_3„ p_g„ 4•-0„ 3'-0" 21" 2,_1, 5'_0" 3•-e„ 24„ g 3,_7„ 2,_11 6,-T, 4.-0" 27" 10 , 4,_0„ 2,_T, 6,4, 4.-6" 30" 1'-0" 4'-6" 1'-7 6'-1 5'-0.. 33" T-11 ' 4'-101 ' 2'-31 ' 7'-1 5'-6" 36" 1'-3" 5'-3" 2'-10 8'-1 42 1'-9" 5'-3" 2'-11" EI 6'-6" 48" 2'-0" 1 6'-0" 1 2'-2" 54„ 1 2,_3„ 5,_6„ 2,_91 60" 2'-11" 1 5'-0" 1 3'-3" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X r - - IN CONCRETE TO BE LLL - _ - _ _ _ _ _ -w JJJ 4000 PSI MINIMUM PLAN SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 4'4' 11 2'•0" 15" 6" 2'-3" 3'-10" 11 2'-6" 18" 9" 2'-3" 3'-10" II 3'-0" 21" 9" 2'-11" 3'-2" 11 3,_6" 24„ 10„ 3,_7„ 2,_8„ 6,_3„ 4,_0" 27" 10 ' 4'-0" 2'-1 6'-P ' 4,_8„ 30" 1'-O" 4'-6" 1' 7 6'-1 5'-0" 33" P-1 4'-101 3'-3 8'-1 5'-6" 36" 1'-3" 5'-3" 8'-1 6'-0" 42" 1'-9" 5'-3" 2'-11" 8'-2" 6' -6" 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 54" 2'-3" 5'-5" 2'-11" 8' -4" 7'-8" 60" 2'-6" 5'-0" 3'-3" EI 1 8'-0" - PAY LINE C::JB- NOTES( PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL REDUCED BY THE DIFFERENCE IN DIMENSION "D". SPECIFICATION VDO-r REFERENCE FLARED END SECTION ROAD AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 O ES-1 B MAX. _ J DIAL X 6" LC. ADHESIVEBOLTS W/FLAT WASHER AND SELF LOCKING NUTS TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIAL B.C. LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING 'II SEE NOTE 2 1- uV / 13A DIA X 6" LC. ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS. TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA B.C. RISER DIMENSION I.D. O.D. A B C D E 24 30 31 28% 7 11 27 36 44 45 41 = 13 19 40 48 58 59 54 2 13 21 53 60 72 73 67 2 17 28 66 72 86 87 80/B 23 35 79 84 100 101 93'/4 25 39 92 96 114 115 1061/4 22 38 105 STE f c RISER O.D. SWM-DR LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE 1 2" WIDE X 4" THICK STEEL RING BOLTED TO RISER RISER DIMENSION APPROX. I.D. O.D. A B C D E SEGMENT WT. (LBS.) 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 169 72 86 81 9 23 34 79 42 227 84 100 94 12 25 37 92 49 290 96 114 107 12 22 36 105 561 341 HIGH DENSITY POLYETHYLENE METAL NOTES 1. ALL METAL TRASH RACKS 36" IN DIAMETER AND LARGER OR WITH A TOTAL 3. ANTI -VORTEX PLATE IS TO BE USED WHEN SPECIFIED ON THE PLANS. WEIGHT OF 75 LBS OR GREATER SHALL HAVE A HINGED, LOCKABLE ACCESS COST OF FURNISHING AND PLACING THE ANTI -VORTEX PLATE IS TO DOOR WITH A MINIMUM 2' X 2' CLEAR OPENING. BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 2- ALL HGH DENSITY POLYETHYLENE TRASH RACKS 48" IN DIAMETER AND LARGER SHALL HAVE A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' X 2' CLEAR OPENING. SPECIFICATIONSTORMWATER MANAGEMENT DETAILS TRASH RACK \VD❑T REFFERENCEERENCE FOR SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 114.07 OSWM-DR SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTES FRAME 5 COVER THE TOP OF MASONRY IS MIT PROPER BE LEFT SUFFICIENTLY LOW TO PERT ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR BRICK AS DIRECTED BY THE ENGINEER. ST-0 ••' A r r . •r ' �. . �. ram. r _. r . DIAMETER -•4'-8"+(2 x WALL THICKNESS) J�4'-8"+(2 x WALL THICKNESS)) SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK APPROVED BY HALF PLAN VIEW HALF SECTION A -A WITH FRAME AND COVER REMOVED) MH-1 BRICK CONCRETE 45• NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS Al 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 O M H-1 m N n t v � m 2,_7" ?I4,_2„ DI AKI (GRATE REMOVED) TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CL YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.7B5 1.961 7 1.0 0.7B5 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.755 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 I/2 SECTION CAST IRONS %2 SECTION STEEL NOTES OTES LUGS TO BE 7•-31 L 2% x 21/x' x 1/�' CAST WITH I 7. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR , D'-4- LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DII B B A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I � WILL BE MEASURED FROM THE INVERT OF CAST GALV. ONE WELDED THE OUTFA-L PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING N 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONAL 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE BRACE RIBS 3 LBS I TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGSIT (CONNECTOR INVERT IS TO BE SHAPED IN ACCORDANCE , WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED THE BID PRICE FOR THE 1/2" x 11/2' x 4' j r2„ x 4„ IN LUGS t_ 12" 91/z" STUD SHEAR 4. IN THE EVENT THE INVERT OF THE _I I- I-� CONNECTORS OUTFACE PIPE IS HIGHER THAN THE SEE DETAIL A BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL 1 AND PLACING ALL MATERIALS INCIDENTAL w 2 MIN RAISED TO INLET SHAPING IS TO BE INCLUDED ETTERINGIN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A D� IN -PLACE. 2'-6" 7. *4 X 8" SMOOTH DOWELS AT 4'-2" HARDWARE 1,_3„ SEE DETAIL B APPROXIMATELY 12" C-C TO BE CLOTH 2'-7" ' I PLACED IN ALL AREAS ADJACENT II^II 4" DEPTH AGGR- TO ABUTTING CONCRETE TO PREVENT �068, 1178 OR SETTLEMENT. IN LIEU OF DOWELS w w w w> NB x 6" NIIDTH p 2"X4" NOTCH MAY BE PROVIDED. a a a a A . ' s, . iv SEE STANDARD T-DI-3, 4 FOR a s m IL > o _ 3" DIAMETER ALTERNATE DESIGN. i^%n m< D. COLLAR SEE NOTE 8 HE �������������� io N B. 3" DIAMETER WEEP HOLE WIT MESH " x z z z z PLASTIC HARDWARE CLOTH MESH 12" N WI GALVANIZED STEEL WIRER 4M E 12"-15"-18" OR 24" WIRE DIAMETER H AN HOREDR 4 MESH n A • , HARDWARE CLOTH ANCHORED FIRMLY r iN iN n > >11 TO THE OUTSIDE OF THE STRUCTURE. ,a 9. CAST IN PLACE CONCRETE IS TO BE O1 A > s ^ A n CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 11/2 --.m{I-I '�- �1 2 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER SECTION A -A SEE DETAIL B + CONCRETE QUANTITIES FOR MIN. DEPTH �F� MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PIPE - 1.528 CU, YD. CONCRETE ll/4" �'�' CAST IRON 11. DUMP NO WASTE DRAINS N A.WATERWAY 18" CONCRETE PIPE - 1.620 CU. YO. CONCRETE GRATE 363 ± 18 LBS LETTERING IS REQUIRED LETTERING M AY DI GRATES. LOCATION 24" CONCRETE PIPE - 1,817 CU.YD.CONCRETE SECTION C-C SECTION D-D VARYBYMARU ACTURER.M AADDI ITONAL Foos OFEDEPTH. GRATE DETAIL `VDOT STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 W z J N W g LU z 07 2 z 0 O F- LU ~o O 11100 (n U J w � z_ Q O w IZ m TH OF GJ 7712312020 2• DANIEL C. HYER Y I.Ic. No.45596, k-'70NAL Or® APPROVED DCH SUBMISSION NO. 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C6m4 0 1 1 E \5� Nl % PROP. TEMPORARY CONSTRUCTION EASEMENT c � ENTRANCE INSET 1" = 20': 0 20 40 CONCRETE RETAINING WALL i 8 E ZZ7 4 ' � -- j DUMPSTER' PAD 1. .. . . ::... x x : . :. - �- �- V V � :i vv 41 � vv I I vv\vv^vvv ` ��. vvvvv `[ vJ vv \vvv 1 v• / v MPA a7vV SHEETZ ME vvv STORE vvv= / VV17\'7 vvv v\7 dv vvv � I r -'. 1 1 1 1 1 vv v vvw '7 v \v \ 77 .-. v v'7 v vw v v 7 , b v v-e-. v-6 17 v, v �v qv ^ ^ v � v ;�17 v v g v v v v v v '7 '77 CAR WASH '\7 17 J7� v�v vvv , 117 1k\I VAN 4m , ! i PROP. ACCESS EASEMENT S BI°0 / I !on' Mori FUEL CANOPY d ,OE. liF! 1 LU z M � W W /Z� V Z W J v W z J Q J Q N � W g W W z Q C7 > J 0 Q LEI Z z � O O J Lu J �z< O LL m J � Q Q LLI U c) Q J OF 1 - - - - IV2312020 '2 r 1 FUEL STORAGE, ��� �' � [)A EL C. HYER 0. Llc TANK PAD .5 1 i. No 00 ! MATERIALS LEGEND: Ir ASPHALT (47,679 SF) �IONAL 10' BUILDING/PARKING SETBACK LINE, 3 3 CONCRETE (11,577 SF) APPROVED DCH = -7 - 777'7.; ;�� �' PRESERVED LANDSCAPING 1( 1 03 SF ) N 55 - - _ _ 1 _ I - \ 1 ' 0 SUBMISSION N0. 4 °39'57" W _ 126. 99' J / j, vim_ yam- �i'J \\v�i I STREET TREES PLANTING STRIP (5,915 SF) PROJECT 1903600 1 t .........'------------ — — — — —1 � MANAGED TURF(24,171SF) N 5°02'36 ° W /Z H' THE WORK 0 1= ST,4 TE R09 (/lI�PORT RD% �I _ — INTERIOR PLANTING AREA (8,283 SF) L I E + G R A D E /� ` 0 IN STRUCTURES (11,965 SF) \8,600ADT LANDSCAPE LAYOUT AND MATERIALS PLAN 1 1" = 20': 0 20 40 C8m0 County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I. The followings items shall be shown on the plan: ® 'frees to be sued: ® Limiis of clearing (outside iripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or watts: ❑ Proposed trenching or mounting beyond the limits of clearing. 2. Markin®: R1 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector 3. Pre -Construction Conference: ® Tree pmservation and protection measures shall be mvicwed with the contractor on site. 4. Equipment Operation and Storage: ® I leavy equipment. vehicular traffic and storage ofconstruction materials including soil shall not be permitted within the drip[ines of trees to be saved. 5. Soil Erosion and Stormenater Detention Devices: ® Such devices shall not adversely affect trees to be saved 6. Fires: ® Fires, are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 'Toxic materials shall not be stated within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 21 Trees to be retained within 40 feet of a proposed building orgmdingactivity, shall be protected by forcing. 21 Fencing shall be in place and sha0 be inspected and approved by a County Inspector prior to grading or construction. 9. Time Wells: ® When the ground level most beraised within the ciripline ofa tree to be saved, since well shall be provided and a construction detail submived for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submined for approval. 11. Trenchineand "funneling: ® When trenching is required within the limits of clearing, it shall be done as far awav from the trunks of trees as possible. Tunneling under a large tree shall he considered as an alternative when it Is anticipated that necessary breaching will destroy feeder roots. 12. Clesurnme ® Protective fencing shall be the last items removed during the final cleanup. 13. Camegsed Trees: RI Damaged trees shall be treated immediately by pruning, fenliaalion or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQLIREMENTS. LANDS N/F C01V1W0N41f4ZT11 OF 141,R6INIA DEPARTMENT OF TRANSPORTATION PLD OJ200-00-00-03890 TAX 114410J2-999 ZONE C1 COMMERC/AL USE.' 17007- 5101U YAY \ \ tJ 3'93612� �' \ us \ LANDS N/F TERRY, ✓OSEPff M ✓R OR ✓UNE K PLO. 0. 3200 - 00 - 00 - OJ8A0 TAX MAP.' J2-J8AIM D.B. 4574 PC. 676 / 1 ZONE C7 COMMERCIAL 1 USE• SALON AND GRANITE/MARBLE SALES // ►� _ _ _ Q. a J OWNER SIGNATURE (DATE) t ••, SOOT MON WIN CAP F06NO TP 86 LF 'S N 9/(DATE __ �814� • UOOT MON CONTRACT PURCHASER SICNATIIRE (DATE) E � 5!1/O6 Page 1 of L - -- � arm THEE PROTEC-10 w� S48° 0 43. � C' BENCHMARK/`rG / REBAR W/ CAP ANDS N F ELEY=546.J0 2 MAP.' E5 40 / / 20' SANITARY SEWER EASEMENT TO IN! STMENTS, LLC 00-00 00-04000 oB. 3597 R0 162 00 Nl HW518,9 CCOMMERC/AL / �i �' / / i / a 29/LE SERULCE STAT/ON N uN f E ''l/ / 1 b�GHA1 _ �e2*Aff 11117145J£0J7" TO RE94F F061N,9 '3 TER 3TER 10TO a ' _ / "1 PLO Al PLO ( • 2 CIF1 _ aaO nrvE E ,I I Al PLO�� "PLOD i I -1' 7 PAI ,. t-I - G 1 CF / _ - >a r9ZNC#M4R)V 11 ]AR W/ CAP 1 I I LEY=548.50 � / \` - - - 40E EASEMENT 2264 AV. JBS 2777 PG J17 P J192 PC 264 ( • 1 - _ - - IF - 1 : 1 2 PLO V IL ..n.,.. - I I L I1A SRiR 115 28 5/ �01 12 L �4i I��, �' / III �• Iif^!�'�I �• Y in In 1: iscl i�i�_ex ��II �r�1sr__allsr__i_clar �___.1. _ OGCeIM1111L /Ca .I_II l 1. l l lal.l V') ___ . _ a110 _ a._ tl�l IJ•.11_IIII_l1 :II . IN I ''Y�'"s-" "1 NS "2 NSA \ R !4 ___________ _______ ----- ------------------- ENTRY NOT APPLICABLE -35 LF u NS 243.24' AIRPORT ROAD RIGHT OF WAY - - - - - - - ADJACENT PORTION 330 LF (USABLE) - - - - - - - - - - - - - - - - - - - - - r---�----I--T+ o 1 O H / +7 ^l PLO- 11 PAH� -27 PVS AAB' / + 6 GTI t / II LF FO/UNO Iq_AI h�tk'44 5 6 VU11 LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE ONE (1) LARGE STREET TREE SEMINOLE TRAIL U.S RTE 29 SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF STREET 275 LF STREET FRONTAGE FRONTAGE. ZONING 1/50 X 275 =5.5 LARGE TREES REQUIRED (PER ZONING) 32.7.9.5 SHRUBS ALONG PUBLIC 1/35 X 275 =7.8 LARGE TREES REQUIRED (PER ARB) LANDSCAPING STREETS. WHEN A PARKING 8 LARGE TREES PROVIDED ALONG STREETS AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE ADJACENT TO PARKING = 59 SHRUBS PROVIDED FROM AN OFF -SITE STREET,... SHRUBS SHALL BE IN A "+" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE SINGLE ROW PLANTED FIVE FEET REQUIREMENT ON CENTER. AIRPORT ROAD US RTE 649 LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE 330 LF STREET FRONTAGE (USABLE) COMPLIES CORRIDOR STREETS SHOULD INCLUDE THE FOLLOWING: 1/50 X 330 =6.6 LARGE TREES REQUIRED PER ZONING ( ) ARCH. REVIEW 1/35 X 330 =9.4 LARGE TREES REQUIRED (PER ARB) BOARD DESIGN + 9 LG. TREES PROVIDED GUIDELINES LARGE SHADE TREES SHOULD + 3 SM. TREES PROVIDED #32, A) BE PLANTED PARALLEL TO THE LANDSCAPING ENTRANCE CORRIDOR STREET. SUCH TREES SHOULD BE AT ADJACENT TO PARKING = 57 SHRUBS PROVIDED LEAST 3'h INCHES CALIPER (MEASURED 6 INCHES ABOVE THE GROUND) AND SHOULD BE "•' INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE OF A PLANT SPECIES COMMON REQUIREMENT TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 35 FEET ON CENTER. INTERIOR PARKING LOT LANDSCAPING PARKING LOT AREA: 51,763 SF AN AREA OF AT LEAST PERCENT OF T THE PAVEDD INTERIOR LANDSCAPING (5%): 2,589 SF REQUIRED PARKING AND VEHICULAR (5.6%) 2,885 SF PROPOSED CIRCULATION AREA SHALL BE ZONING LANDSCAPED WITH TREES OR INTERIOR PLANTING AREA 32.7.9.6 SHRUBS. COMPLIES LANDSCAPING WITHIN A PLANT MATERIALS MAY BE A PARKING LOT LANDSCAPING PARKING AREA MIXTURE OF SHADE TEES AND SHRUBS AND SHALL INCLUDE PROPOSED NUMBER OF PARKING SPACES: 47 ONE (1) LARGE SHADE TREE (1 CANOPY TREE / 10 PARKING SPACES) PER TEN (10) PARKING REQUIRED CANOPY TREES: 5 SPACES. PROPOSED CANOPY TREES: 7 "A" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT FEATURES THAT MAY HAVE NEGATIVE VISUAL IMPACTS. FEATURES THAT MAY HAVE NO SCREENING REQUIRED. SIMILARLY ZONED COMMERCIAL SITES NEGATIVE VISUAL IMPACTS EXIST ADJACENT TO SITE. INCLUDING, BUT NOT LIMITED TO, ZONING THE FOLLOWING SHALL BE 32. SCREENED FROM ADJACENT SITE FEATURES COMPLIES SCREENING RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS: EVERGREEN SCREENING PROPOSED ADJACENT TO REFUSE AREA (1) LOADING AREAS; (11) REFUSE AREAS COMMERCIAL AND INDUSTRIAL TREE NOPY CALCULATION USES: IF THE SITE IS TO BE ZONING DEVELOPED FOR GROSS SITE AREA: 102,514 SF 32.7.9.8 COMMERCIAL OR INDUSTRIAL COMPLIES TREE USES, THE MINIMUM TREE TREE CANOPY COVER REQUIRED (101 10,252 SF REQUIRED CANOPY CANOPY IS TEN (10) PERCENT. (34%) 23,614 SF PROVIDED TREES IN OFFSITE PLANTING EASEMENTS ARE NOT INCLUDED IN THIS CALCULATION. LANDSCAPE SCHEDULE KEY OTY. BOTANICAL NAME COMMON NAME CAL.1 HT. CONT. CANOPY TOTAL SHADE TREES GT 11 GLEDITSIATRIACANTHOS INERMIS THORNLESS HONEYLOCUST 31/1'CAL 114-16' B+B 541 EACH 5941 NS 8 NYSSASYLVATCA BOURGUMORTUPELO 317 CAL I%%' B+B 181 EACH 1448 PLO 11 PIATANUS OCCIDENTAUS AMERICAN SYCAMORE 3VT CAL 1*16' B+B 1476 EACH 18225 SUBTOTAL 30 TOTAL 23,614 ORNAMENTALTREES OC 11 CERCISCANADENSIS REDBUD 217CALI8-1V 0+8 OF 7 CORNUSRORIDA DOGWOOD 2IT CAL1&17 8+8 SUBTOTAL 18 DECIDUOUSSHRUBS AAB 144 ARONIAARBUTIFOLIABRILLIANTISSIMA' RED CHOEBERRY 3d'HT.&SPREAD #5 CAN CA a CLETHRAAUNFOLIA SUMMERSWEETCLETHRA 34HT.&SPREAD 85C/41 SUBTOTAL 192 EVERGREEN TREES AND SHRUBS PLS 1D PRUNUS IAUROCERA.SUS'SCHPKAENSIS COMMON CHERRYLAUREL 34HT.&SPREAD M5 CAN TBR 47 TAXIS BACCATAREPMIDENT SPREADING ENGUSH YEW 20T.&SPREAD 95 CAN TOE 10 THUJA OCCIDENTALIS'EMERALD GREEN EMERALD GREEN ARBORVITAE 55'HT B+B SUBTOTAL 67 ORNAMENTAL GRASSES PAH 77 PENNISMMALOPECUROIDES'HAMELN DWARF FOUNTAIN GRASS 1GAL. CONT. PVS 55 PANICUM VIRGATUM'SHENAYOOW SHENANDOAH SWITCH GRASS 1GAL CONT. SSTB 43 SCH9ACHYRIUM SCOPARIUM LITRE BLUESREM 1GAL. CONT. SUBTOTAL' 175 ✓e GENERAL NOTES: _/' x ( I 1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. 2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE SPECIFICATION #2.C., UNLESS OTHERWISE STATED ON THIS PLAN. ZP O Ca \� ,�•�;� I i / 3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED TO MEET MAXIMUM PRESSURE REQUIREMENT. '�• \ 4. ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC (SEE DETAIL). ,�: i " '.17.03' i a-1 I �� 5. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. � . \ N55040'18"W f - 7/ 6. SHRUBS PLANTED ALONG HEAD -IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO ALLOW FOR BUMPER - OVERHANG. - - 7*1 EXISTING AIRPORT _ - SIGNAGE LANDSCAPE 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 6' FROM THE BACK OF RETAINING WALLS (I V FOR SHADE TREES) TO PLO 580'J 54 E PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER 0. J3' TO RE9AR 1-M10 8. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED.. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT 20 P110 5 0 20 9. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS 1"= 20' 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. \ 0 WWW CD wc�z Z�a Sig W AaZ of til �W0 F o� W=01 DO za V�� O8€ Xa a DO €o F o REVISIONS REV DATE COMMENT °ulwx Br cMM BY 1 8/17/2020 COUNTY COMMENTS AR RY 2 8/28/2020 COUNTY COMMENTS dRRY3 10/26/2020 COUNTY COMMENTS 4 11.23.2020 COUNTY COMMENTS ALWAYS CALL 811 It's fast. It's free. It's the law. NOT Its FOR P_nlucrD11r-rInlu THIS DRAWINGIS AL IT IS FOR INTENDED AND/OR AGENCY REVIEW AND DOCUMENT UNLESS IN ICATEDEDASRWISE. RUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V198402 DRAWN BY: ATR CHECKED BY: RTY DATE: 02/14/20 CAD I.D.: PROJECT: FINAL SITE PLAN FOR PROPOSED DEVELOPMENT ROUTE 29 & AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA IBOHLER// 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA(BohlerEng.com Flo.-04WG O,1A1O �20 11-23-2020 .r0 scq PE PA, SHEET TITLE: LANDSCAPE PLAN 5101DI 110 UIJ f3gl,l C8.1 REVISION 4 - 11.23.2020 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL FRIABLE LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5% A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"). WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH 6" THICK LAYER OF TOPSOIL OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 12. SOD SHALL BE STRONGLY ROOTED WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUTA SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1'/: , WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (C) CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED INCLUDING ORGANIC MATERIALS BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN, B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48') HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH -DENSITY VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS 0"i). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (W). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE: DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN 'THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WIT"HIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE: PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TIUATOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL)AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. ''LL L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A VV LAYER OF HUMUS RAKEID INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDE01 AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT. SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6"1 DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE 1'HE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WREN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING. WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS RE=QUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENTAND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. DO NOT STAKE OR WRAPTRUNK ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL PREPARE EP RE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN OR TWICE THE WIDTH POORLY DRAINING SOILS. OF THE ROOT BALL; WHICHEVER IS 4" BUILT-UP EARTH SAUCER GREATER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED PREPARED SOIL FOR HARDWOOD MULCH TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" PART COW MANURE 3 OF WELL -COMPOSTED LEAVES PARTS TOPSOIL OR RECYCLED YARD WASTE TO BED AND TILL TOP 6" OF 1'-`I I PREPARED SOIL. UNDISTURBED --I H _ —III— I 4-6" DEEPER THAN ROOT BALL — — SUBGRADE-I -, h I I —T� = j�l_I�� REMOVE THE TOP 1/3 OF THE WIRE BASKET DIG WIDE, SHALLOW HOLE I L IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUN BACK INTO PLANTING HOLE BASE OF ROOT BALL DO NOT STAKE OR WRAP TRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES- 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT, ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE ARCHI TE CTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER a d SHALL BE PURCHASED. NOT PRUNE TREE AT PLANTING UNLESS DIRECTED d X�•I IlS.1r/ TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL F Toe SET ROOT BALL FLUSH TO OR SEVERAL INCHES HIGH o POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK B GRADE ER IN ROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR _ _ RECYCLED YARD WASTE TO BED _ AND TILL INTO TOP 6" OF PREPARED SOIL. —I T -- 4-6" DEEPER THAN ROOT BALL —T— —� — — — REMOVE THE TOP 113 OF THE WIRE BASKET IF -- , PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE RLGRAPHIC STANDARDS 9 DECIDUOUS PLANTING DETAIL NOT TO SCALE 8.12' REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED W THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED MINIMUM 6" TOPSOIL 0= PROPOSED ON CENTER (D.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING u FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER W THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. �J SUBSOIL TYPICAL P17RENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAWGROUND COVER PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP REINFORCED RUBBER HOSE- (1l2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED DIA. HARDWOOD STAKES 2/3 TREE HT: 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL 7] � I BA9 P]:17 X �] FY9-Ze1;7_UI TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TEE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 3" THICK LAYER OF DARK EROWN DOUBLE SHREDDED HARDWOOD MULCH BUILT-UP EARTH SAUCER EFORE PLANTING ADD 3 TO 4" OF ELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" tlF PREPARED SOIL. REMOVE THE TOP 113 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE EMOVED FROM THE TREE BEFORE ACKFILLING. BURLAP SHALL BE FOLDED FACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETA NOT TO SCALE SEEDING SPECIFICATIONS 1. MATERIAL'. 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10%- KENTUCKY BLUEGRASS SEED 1.1.3. 10% - ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LEIS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LEIS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. T LLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85%OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECTS APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET), 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES N OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS .Y RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL ALLED VEGETATION, PLANTS. TREE, BUSHES, SHRUBS, GRASSES, GRASS. ORNAMENTAL PLANTS AND HERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT TED TO, THE FOLLOWING: TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS tED TO PROVIDE. Uj J 3: Go L REVISIONS REVI DATE I COMMENT 1 18/17/2020 1 COUNTY COMMENTS 2 18/28/2020 1 COUNTY COMMENTS DRAWN BY RY RY Know what's below. call before you dig. 9 ALWAYS CALL 811 It's fast. It's free. It's the law. INOT APPROVED FOR CONSTRUCTION I HIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY IEW AND APPROVAL ITISNOTINTENOEOISACONBTRUCTION DOCUMENT UNLESSINDIDATEDOTHERWISIL OJECT No.: V198402 AWN BY: [DATE ATR ECKED BY: RTY : 02/14/20 D I.D.: PROJECT: FINAL SITE PLAN I[OtI PROPOSED DEVELOPMENT ROUTE 29 & AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA BOHLER// 28 BLACKWELL PARK LANE, SL= 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com o. 040500Y$10 KLd,C, �09-09-2020 ,4Oq PE Av G SHEET TITLE: LANDSCAPE DETAILS SHEET NUMBER: C8.2 REVISION 2 - 8/28/2020 bm IS Aa 'bol to bm Uho Es 3m im bm A° bs -Em m bm to11.0- ho Em d° ba Ao bn 'bo Yu Is IS - ba- IS ba- bA is to IS = he :,:�; IS - 1 to bus ho ba ho bm be, ba Is bA bo bA to b.o be to be to Is bA ba to bA bm bs bo bs bs b b. b ht 4to i'no uo bA b b I red leonard associates he to III Is hA IS bA Is Is IS o f�F` Ao to to be Ea b.o ba 6s ba Is IS to ko bA be 6s Is bA Et ht Et he 1 At -.o ba oI. 00 Is m to ho IV 1340 Kemper Meadow Dr. I Cincinnati, OH 45240 1513-574-9500 be to hat IS bs LA to bs IS to IS be be ho to to IS to to Be 5A Is to be ba be to Is be Is 11 k1 II1 1 b1 Is h6 bA ba /ILI a' t': bA all bs to WWW.redleonard.com ba bA to -! ba ba to be a ba ba to Is be to IS to hD to as be ba in be,�fo Is be bs IS be, bt bt bA be be ha { bs .1 b. be all to to b.p A p to to In bs w" In bm ho as b b.o b.o be bo to ba bo so bo ha bo bm bs a`�* to be to bs b � ba be b.t bt kt as IS bA 'asis � �b.>• o? a Iba bs to IS b s - 4 ILLUMINATION LEVELS ARE THE RESULT OF REQUESTS BY OTHERS bA b bA 11 to b° be to Is os on Lu 'LA bA bB hm bA bo bo 'bA bA bm tSA ba bA m - 5A ht nt a to I br T I.' ,i/� i9 u 115 1 °9 �hr ho ho bA bo RED LEONARD ASSOCIATES IS NOT RESPONSIBLE �/� / a--1 FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING ba bA IS Is to b.n bo to to to bA At bo be bo be bA to bD be bo h, It ��, ,i Et 1', h � o. j ° is §A ie a5 1 1 to Be b.a be to 10 AND DOES NOT RECOMMEND THESE LEVELS FOR � � I SECURITY AND SAFETY REASONS 1 m bn/ bm bs Po bo b.o ba ha bs bA bo b� b bm bo bo bA ho bo ba ba bm b.t k1 h.t h1 h1 b.9 b. x h .1 5s tr is �§.a `' i.° eta 4' -� ba bs bs bs b, / K be hm to / aB / / v d' b,6 �pa ba Ito b 'ao ho be �, hm bm bo to to hm ba be ht b.+ A4 At kt ht 5.9 h+ kt ha f ; 1 0, hx ba 1.1 13.5 2x i<.t � 8 bm `6.o to / 'Ea ho ho a 1 bs Eo ka Eo ha Be be ko bs bs fla bs ho kt Al Al Et E1 j a:,� ug ba be Is oA is bA �, hg Is IS to qs \ bs h.o Bs` bA 5a1 ba bm bA baj'hm bo a4 'no 6.0 to ho he IS kt b. 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S k1�La -2� 1A a 12 12 �Za 19 k6 b.a 'I� ka ' ,� ko a a.a bA `.0 ba Ibs I a .Y ' a as as 3A kt IA i, _. 09 b.T bs '9�s oe- is is zo 'b bA 1 k6 kp 1 Ib'I1 as Is b0 JJ 1.4 to a 1s 1s 4a 2A °s �a u k1 2A is b.r bs is ka a ,IbA Is be to IS 1 k6 # Is 1a 1.1 2 ke 2s k+ a ka 2s iA 36 T ar i e is i 6 bl� 05 a s s is bs I. is bs bo ba A bA bA be, bus to he 1 ha IS ho �hm b2 bs i 1: Im 1.7 oT b. bA hs 16 1:a zz ia.l Lis 1a - be 93 o,3-0,3 04 05 12 10 +r is 0. IS ha ba ba Is to bm to bs IS IS moa bs to ba ba to bA k0 ka IS _ 0 1 fl1 b.t Is ba In �. &Z 52 b.1 flt Et Nlr h,t ILIN b2 hx 10 M ' Ef Et At to kt ba b bs Et Is is bo be bA be, bo to is N LEVELS ARE THE RESULT OF REQUESTS BY OfHEHM. s IS is IS Is bA Is bx &a to -ONARD ASSOCIATES IS NOT RESPONSIBLE,. Is is 5A bA ht ht kt k+ ht ht ht h1 k1 E1 At b1 kt 6TAV R(WTE L649 KAIRI$®RThRD) Et b.t b.t bt ht I., I,, III b.,b., Et kt he ha bA bA Ise ifs bo bo bo bA 6bo ba tIDENTS CAUSED BY INSUFFICIENT LIGHTING APna mr WIDTHFIM' - DES NOT RECOMMEND THESE LEVELS FORbA h SECURITY AND SAFETY REASO - ba lie bs b:o n° abm to E1 ht E1 ho bo be Is 8s IS 0a to ha be IIa h0 be ho ba be be, be bs Uha Is bA ba Is be IS to be IS bs bm IS to to be bs III b. 8.0 J be Is ho to to bA ba be -ko I. Is to ko 1.0- lee, tan bD bo IS, Is Is to bo on IS bA to IS, ba ho ba to Is bA Ina to bs IS to to InstooIs bn hA bA IS bm Is blO ha ho bo bD bo IS, ILA ba III ha to bs ho Is ba IS ba IS be ba bs IS Is to he ba ba ba Is Is be, ko Is IS IS Is ho IS bo Is ba ba bA be, IS ba to too the IS Is IS ba to In be, ka to as (;4 NORTH GRAPHIC SCALE 0 30 60 90 120 DESCRIPTION REVISED PER REVIEW COMMENTS AND UPDATED SITE BASE PLAN REVISED CANOPY (SLOPED, TALL SIDE TOWARD STORE), REDUCED CANOPY LIGHT LEVELS; ALL LIGHTS 3000 KELVIN. NOTE: - ALL AREA LIGHTS ON NEW 17 FT. POLE MOUNTED ON 3 FT. CONCRETE BASE LUMINAIRE LOCATION LUM NO. SUMMARY LABEL MTG. HT. TILT 1-8 A 17.05 5 9-16 A 18.73 5 17 - 28 B 11.33 0 29 - 36 C 3 0 37 - 39 D 9.33 0 40 - 44 D 12 0 45 - 48 E 12 0 49.50 E 10 0 51 F 1 170 52,53 G 20 0 54 H 20 0 55 J 20 0 56 - 64 K 20 0 65 L 20 0 66 M 20 0 NOTE REQUIRED BY ARCITECTURAL REVIEW BOARD - EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EXCEEDS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUT-OFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS OF ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. FOOTCANDLE LEVEL&CALCULATEDATGRADE LABEL AVG MAX MIN AVG/MIN MAX/MIN RIGHT OF WAY LINES 0.14 0.5 0.0 N.A. N.A. SITE PAVED AREA 3.41 16.3 0.3 ' 11.37 54.33 UNDEFINED 0.26 6.3 0.0 N.A. N.A. UNDER CANOPY 19.50 " 28 11 1.77 2.55 ILLUMINATION LEVELS ARE THE RESULT OF REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES OWNER/OWNER'S REPRESENTATIVE TO ADJUST DRIVE CURRENT ON FIXTURES A, L, & M VIA DIAL ACCESSED IN DRIVER ENCLOSURE TO SWITCH POSITION NOTED IN DESCRIPTION COLUMN OF LUMINAIRE SCHEDULE LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS DIMMING (LUMEN MULTIPLIER) CCT CONVERSION FACTOR LATF LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC 16 A SINGLE 14376 0.720 0.820 1.030 0.608 B3-UO-GO 91.79 1468.64 Cree Inc CAN-228-PS-RM-06-E-UL-WH-700-30K (SET TO SWITCH POSITION 3 IN FIELD) 12 B SINGLE 484 1.000 1.000 1.030 1.000 N.A. 6.9 82.8 B-K LIGHTING, INC. BKLT CH-LED-e69-FL-BZP-12 (BY OTHERS, SHOWN FOR CONTRIBUTION) 8 C SINGLE 1441 1.000 0.820 1.030 0.845 B1-UO-G1 22 176 Cree Inc PWY-EDG-3M-P3-02-E-UL-BZ-350-30K 8 D SINGLE 2947 1.000 0.820 1.030 0.845 B1-UO-G1 36 288 CREE, INC. SEC-EDG-3M-WM-02-E-UL-BZ-525-30K 6 E SINGLE 5893 1.000 0.820 1.030 0.845 B2-UO-G2 68 408 CREE, INC. SEC-EDG-3M-WM-04-E-UL-BZ-525-30K 1 F SINGLE 9914 1.000 1.000 1.040 1.040 B4-UO-GO 86 86 Cree Inc OSQ-AABZ w/PGM-1 + OSQ-A-NM-15D-B-30K-UL-BZ 2 G SINGLE 10229 1.000 1.000 1.030 1.030 B2-UO-G2 85.67 171.34 Cree Inc OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ 1 H BACK -BACK 10229 1.000 1.000 1.030 1.030 B2-UO-G2 85.67 171.34 Cree Inc OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ 1 J 2 @ 90 DEGREES 10229 1.000 1.000 1.030 1.030 B2-UO-G2 85.67 171.34 Cree Inc OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ 9 K SINGLE 8251 1.000 1.000 1.030 1.030 B1-UO-G2 86 774 Cree Inc OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ w OSQ-BLSMF 1 L SINGLE 8251 0.510 1.000 1.030 0.525 B1-UO-G2 45 45 Cree Inc OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ-Q2 w OSQ-BLSMF 1 M SINGLE 8251 0.720 1.000 1.030 0.742 B1-UO-G2 62 62 Cree Inc OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ-Q4 w OSQ-BLSMF W Q OC L%_ P W z J N w Q w Z 2 z 0 J > H O ~O (n U J Lu z Q O w m N J L.L Q 0 z OC W W z i9 z W J U TH OF� I. IV2312020 '21 DANIEL C. HYER a LIc. No. 45596, /ORAL APPROVED DCH SUBMISSION NO. 4 PERSONS USING THIS PRODRAM ARE ADNISEO THAT THIS PROGRAM NAY CONTAIN ERRORS SUMARE "ICH RED LEONARD PROWDER HAAVECINC OR NOT OBSERVED, IN FOR INFORMATIONAL AND ILLUSTRATION FUNPOSES ONLY. ALLPRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTrvE THESE DOCUS OVINERS MENUTS ARE THE PRROPERTY OFF RED LQUANTITIES VARY EONARD ASSOCNTES, INC. SCALE: LAYOUT BY: PROJECT NAME: SHEETZ PROJECT 1903600 ADDITION. THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL.J. QUANTITIES IGNOT FTHINTENDED RTO REMOVE THE RESPONSIBILITY OF THE USER MY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. APPLICATION RESULTSRAMERS i • = 3O� DAR ALBEMARLE, VA pla T H E W 0 R K O F OF NAMRIALHE PILETEESE ANO COMTHE!LAOUT OIR YBI O LUMINAIRES THAT ACCORDANCE WITH AU_ LOCAL. STATE. IN FULLLRAL PRO IDEDBTHENLIGHTING ON PROJECT LISTED. USE N COWECTPNWITH LUMINAIRE PROCEDURES CNDUCTETED. USED NCCNJUNCTIONWITTILS MRE TESOJECTWRESOONDIFFEI UNDER MST IDONSDIFFERIIS FROM DWG SIZE: D DATE: 2/18/20 DRAWING NUMBER L I N E + G R A D E STATUTES, RIHA-AIO:S OR ROTHER FEDERAL STATUTES, REREOUIOENUENM THESEPORYCONORIQVS.ACNMPROJESLLTS IS ERVRIYINGCOMIELDRE FA RSURANCE TS, ORGROUP THEREOUIREMERCRANY WITTO-THECUSTOMER RESPONSIBLE WITH ANY APPLICABLE. RESPONSIBLEF RL-6591-S1-R2 INSURANCE GROUP ORGANIZATION OR CARRIER NGOREINERO COOE.E EIECTRICN.. LIGHTING, OR BAERGY CODE. REGARDING LUMINAIRES AND THEIR APPLICATION. C900 W,A n ISOMETRIC RENDERING 2bN SOUTHEAST ISOMETRIC ILLUMINATION r �• •r00 o ON 10 m C PLAN ILLUMINATION W z J U N z F LLI Q L.Lw z Lu 2z� p � j z p Lu Q w z 00-1 ~ � o U O — J Q Lu _ ry z < LU 0 Lu 75 G m O F— Q 0 H OF O IV2312020 � DANIEL C. HYER a Lic. No. 45596 .0'IONAL ONd� APPROVED DCH SUBMISSION NO. 4 PROJECT 1903600 THE WORK 01- L I N E + G R A D E C901 U PRODUCT OTY LABEL DESCRIPTION PRODUCT OTY LABEL DESCRIPTION PRODUCT OTY LABEL DESCRIPTION Ter 16 A CAN -228- PS- RS-O6-E-UL-XX-700 8 C PWY-EDG-3M-P3-02-E-UL-XX-350-57K 8 D SEC-EDG-3M-WM-02-E-UL-XX-525 (SET TO SWITCH POSITION 3 IN FIELD) _ _ 6 E SEC-EDG-3M-W M-04-E-UL-XX-525 228 SeriesTM L€D Recessed Campy LNminim Product Onsaiption Shanto. p1C1111 cry mounting ham bet -at 11.deµ Lw••n o rugged... alumnum MU high val-lonter- loathmdcdahurmhura heat ones spe<IOIIYdngned br LED. trammaln mounts tlneclYY IotM unopy excY vW rz ss[uretl in pm[x wnh[amprissian muwea 1Nm train. Lummeeenauomgls Pwwdee wxn la[Ivry aOPllod term gasnt ane V:nmaenloravmalherngM seal MtvreenromirullC lwusNg and [anopv ......... 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" Oae Ov I.na:remn let. fw- Wasaemmen,e1. maia,-ramamar.1 Caw FI•a• SmbYMYm BIf Id lmmn MYNnama' Nnde"n {ntlM Lips, F ENM affir 50xar RNarleB Lop JSxnr Esen@tl' 103141, Fsl'mreaW WF EM' rOW'FI Lm Ian 0.16 wl 'Om n'Pm'FI INC Pm am 0.91 'aN noel LN B.R aPo P91 nC Y'cmrn Lm all 0Y nr boa ra.0 cart soar an -pip ' n. ern .x,w ear r mwmn:W-goane- �E+nnu inn+aneb.exwxnr•'-,rnmravaumwra.reef urnravwlvJhlR - CREE: LIGHTING PRODUCT AREA OSQ Series LABEL DESCRIPTION _ 1 F OSQ-AAXX W/PGM-1 + OSQ-A-NM-I5D-B-57K-UL-XX _ 2 G OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX 1 H OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX _ 1 J OSQ-DAXX + OSQ-A-NM-4ME-8-57K-UL-XX _ 9 K OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX W_OSQ-BLSMF _ 1 L OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX-Q2 W_OSQ-BLSMF Mk 1 M OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX-Q2 W OSQ-BLSMF 0S01n LED ADOUR..d Luminaire - MedlUm Rw.Color fev mRuAw ProductDaacrlption m MYIm The DEC'Aree/floN lornnare bdian prmrnv opl fal<onlml advance Mo•mal management J�Iia•"' andmoaern<Ieaneesaffic-Bul[[omN.Ihe Musing-s ruggetleas<atumnumwxn an nteoral �'^ weaberfgm LED d<vier mmpnmem. 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S am &Ra. m W'r.wai iIDr N m. 11areonwnwr,al-a nu'r,h v'one - - True a ew c ).z.tm sly reu wy-m.w.ra.l.-Iailed, Mww al .xreas a are.IPm1 Won Wn Mrriu'•�Ir lw Aere BNx+m n9nngsdri vo lap r'hsynere 108X bra.- mwaMMne'nerapppuames 0. 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OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. .rl,nrLnna -r ran.. Y .wr.Y.wmw CREE+. LIGHTING FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS, PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA RL-6591-Sl - Rl W z J N W g uj z J cIleffeefeas J/'� uj I - C) Q O WZ H O Lu 00 LL z �zQ O LJ-w/� 5 ^' W D Q J TH OF� I. IV2312020 '21 r� DANIEL C. HYER a LIc. No. 45596q 'OVAL APPROVED DCH SUBMISSION NO. 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C9m2 z 4 5 6 Convenience Architecture W 1129 and Design P.C. HP CUPOLA-_—_—_—_—_—__ _ _ _ Z 351 Sheetz Way, Claysburg, PA 16625 — phone (814)239-6013 to email tcolumbu@sheetz.com w Q B B B web site www.sheetz.com B B B B r PROJECT NAME: t9 E TOP OF WALL CAFHjGH E NEW SHEETZ STORE OP OF WALL CAP HIGHL_---_-- - -y. LO FwALL CAFH�GH1� -------- --i3 .:.Uj 1o1w ABLEMARLE W J l W r tlY _ —_ f�'�. Y ICL'+'• d _� ___r_� _v_�•�_ ®. v_�_ _vl�YY Y Y Yv_�" _! an_ _v_ __v_w _v_r,Y vYa ._r , __�_. — _rs. . r__--. r __e _ r _ ---.nr.r C 0 U N TY ��sar - ..! _ �!_ Y_-!:� .._! �� !_ sr. -Tim— o -- �o `• ,esei�ae� — m ,ram �. s.,.. _-_ --- --_° --_• . INT. OF STATE ROUTE 29 — — a e e e e e e o `:rr,,: e e e a ,::= ' _=— r. �s ^-• --- �_=-� �• AND AIRPORT ROAD a� � .r - ��a ABLEMARLE COUNTY VIRGINIAUj e0eaY'amrtarir5 •_ ' - - - ��1021171- YYl+ -•ram a� - a Y OWNER: SHEETZ, INC. I �_WI�+1� Via— _ A �V!" !—_YaaA�Y!✓ �_ �__M.al.. �r __ •�!. �_V L: 5700 SIXTH AVE. � - � � ALTOONA, PA 16602 D H FLOOR _ _., FINISH F6' D jel_OFINO _ 0s CONSULTANT FRONT ELEVATION 114, = 1:-0.1 R 81'-6" i BBB BBB BBB z B ROOFTOP MECHANICAL 0 EQUIPMENT SHALL NOT PROFESSIONAL N -- -_ — .-- —_. _--- ---- BE VISIBILE FROM THE W Q ENTRANCE CORRIDOR c LLI Z_ 2050FWALL CAP (HIGH _-_---_-_- 1 ,\/Q J > ❑ •aaeraeaeasaee00 •_ % ❑ =�— �_�aas�e — � iEj= �,aa-s_i-aasms`rrr_-ee,s�a,�r r e. r. - ~p Q KEYPLAN (n �_'L C..) Zizr -2�,5 21111W. LU ❑ ��- - .� Z�, �Y��, DIY �� - LI =_ - - LL_ LU LL1 M El 0Z `ri -.• L-. _ter i___' ❑ram• U - .Z ❑Er L'Yir Q ❑ r 'q ° wl B �1NISLO� _ _ _ - _ _ _ _ _ FINISH FLOOR B Z LEFT ELEVATION a 2 114- = VI I U U) LU H OF GJ LU 1Pi a0 7712312020 '2 9-nV" �2 O DANIEL C. HYER Y Y K I. ic. No. 45596 Q 2 A ISSUE: �70NAL ON PROJECT NO: 172556 CIA AUTHOR BY: JEB, RJK REVIEW BY: TMC APPROVED DCH SHEET TITLE A A SUBMISSION NC. 4 OUTLINE AREA =21.65 SO.FT. BOX 94 3o.FT, IYPCALOFF PROJECT 1903600 EXTERIOR T H E W 0 R K 0 1- ELEVATIONS L I N E + G R A D E WALL MOUNTED "SHEETZ" BUILDING SIGN A A200 AlmO 1 2 3 5 6 Convenience Architecture W 0 - -- - lPGUPQLAand Design P.C. Z -3M6( 351 Sheetz Way, Claysburg, PA 16625 — W phone (814)239-6013 taw email tcolumbu@sheetz.com W web site www.sheetz.com Z PROJECT NAME: 0 70P_OF WALL CAP (H1CH1 _ _ 24' - 3' 30P_OOF WALL CAP �QLEA _ _ _ TOP F WALL CAP L IGH 22'-0" NEW SHEETZ STORE n/ Z ❑ � W TOP O�ALL CAP LQ VJ — _ 1 ""- - - '- TOP F WALL CAP (HIGIA S �____, ___ _ _______ _ L E ___ _ ___ __ f A B L E M A R Y Y Y. • • __r. 1-•1 Y� _!_ ! ) __ _____! _. ! ................_! ___ ! __........___.. ! i ! _____! Y �` i• �� `: na •_ _-�3sr �IvZL�-. > _. ___�_—sz- =e z_ N.-s.. , •-��-,�_ ��_--=��_ �-z= =- _ � - f COUNTY L__ ..`==�.•_-�..r�r. --i.. -�.1• �� Z-r=iY-�.--�. •ir-�,'i - �iii%_-a- Z���wi-i•L_ - _ rL__'... M IVNiy P- „- ink L +� !f ;- .s_ aNM M _� __I.- • W N M I,- -�--sesr_��-ts:==- - =3 ssr�?��i'r_--- - �� i•Trsr= 's _' �•o __z - '=s =�_ :r�r ;- �sr-�•!, sr �_ _!.-��is�s� __• sN ��. INT. OF STATE ROUTE 29 "r_--. as.__. �•a: s-- z�.__. r.=i_. �. r -tee_ �.---. z• r-�.__ . �*i_'"__: _=_____ __ _�'�-___ _ ____, AND AIRPORT ROAD ............. N N NN........ .........N R Z__: z_.Zxs__s__ ___•sree:�t. _s_= _ems-ar.___r_ _____-____z_rZ�.- ABLEMARLE COUNTY �x•� _Y �—_M, Y N__-., r ___ =-c. �SZI'�_ Z_ n•_ Y ___ni___�_rni_ __ _ems, • a¢� —�_ ___,V__r _�_ � �f ........... .. ti - �,-N I,- _,V_ _r,• - „1�� _n. c0_, 1_—_ _. , N . f .. O C __ ,. , .r _ter � _.- i ,_N_r� ,_ �. �� ___=1 i. _, r___ .___•. • ---- -- -__rr . _- -- �.�--- -�._ '=r-=- ��.-- o- �•- '_r---�:rr= �-iz =-- =i--�= � � -- �a.�= � VIRGINIAumml o i O � .. .. a "_ �__!_. .. • � _________! • ir_ ___ __- x• .. y _________________ _ - q SHEETINC. v j.... e - - 5700 SIXTH AVE. ALTOONA, PA 16602 n TOP OF SLAoB� °mmmmj -- - o'- DRIVE-TyRU 0' 6" v REAR ELEVATION Q-31' - T¢PcuPotA 1�a_ °" _________ CONSULTANT 6" V i TOP OF_WALL CAP (HIGH) /1 TOP OF WALL CAP HI H _ _ _ _ _ -. -- -- - - _ _ _ _ _ _ _ _ _ _ _ TOP OF WALL CAP�I - 7 ��.. LG� �J 19'1eF ALL CAP LOW - s _ _ y ..---_ _ - _---._-� - _ __ _ _ _ _ _ _ ____�AP��oW PROFESSIONAL O-- �---- --- - - ' ,.. TOP OF WALL N O r _. - _ ROOFTOP MECHANICAL ❑.nrew�-sa�nis nr r= ��Y�_.%� _ .__� = �. EQUIPMENT SHALL NOT - c c Q .,_ �..-As=�.�sa.r :_ --= sue_ _- �-m.�-�-a.��=--s----•ems-=���-i-a.===�:a.�-_�. .,_�_a =1=--�-a- 1_r= _r „1� - - === .:.,u,--•:�Y�iYam, �YY„iId=s�as�i�r:�ia�a�Ig�,�nne�t,�nT�er adra�iaYa.�'1 _-, ENTRANCE CORRIDOR = tz _-- -•--r-- -----_ sss -s===- �=--s �s� l s� .W.�� � ---------------- I "wow • N , •_ , r l __YI•er_�'__�.=-r_ �:_-- err` �' �_ _ s x_s_='-=�o:�=_ � � � LIJ r N• � rS .._. S A .aYP— Tmir�s,t,ms'aYY• •a1ri:_ ':min°' L�L 1 rrr• wr__r .a_�r_r. .u_Z-_. Y.Yr�,_r .r_=_� ........ ��� __rY _ s^�,.� s_� -'•: _ 1 �_ __r' -ii _r�iiii _Zirr. i -- - -` `�.--i•J. rri`7 r•Ti-�_.i r O Oaz° _sr0�_Y_�—r�ZNrr�`•_N_ __�'_�_ _ =0 Q o KEYPLAN �O__y cn U Z............. LL.I J --- 'Zr -s_ Yr-rr---- - -- ..----• __ = =--= _ ter:._- ro___- _ _ ___ _ Zlaf� r�•r �— __i ��•rY -rji• _i_f� i��r _i_ 6J .:. .. �.. ... .rLLj r. 1%ro .r �Z:r_r.�rr'Sir_T==LrrrrS.3S.-L _�L—Z� S�.Sit_T":Sv4S_ir _ fj�. r�—� N___ .r ___ _Z w I ` s Fr Q U I [ � TOP OF SLAB 1 I G,111.•Y ®. TOP OF SLAB N DRU S p.�. B B 4 RIGHT ELEVATION v4" =1'-0* z 0 a F U 0 ��PLTH OF G J W a0 O 7712312020 '2 Y DANIEL C. HYER Y Q LIc. No. 45596 A ISSUE: 6% PROJECT NO: 172556 �70NAL ON AUTHOR BY: JEB, RJK REVIEW BY: TMC APPROVED DCH A SHEET TITLE SUBMISSION INC 4 PROJECT 1903600 EXTERIOR THE WORK OF ELEVATIONS L I N E + G R A D E A201 1 2 3 4 5 6 Alm 1 TOPOGRAPHIC SURVEY TAX MAP 32 PARCELS 38,39 AND 39A ALBEMARLE COUNTY, VIRGINIA This Topographic Survey of Tax Map 32 Parcels 38, 39 and 39A was completed under the direct and responsible charge of Brian D. Jamison, Licensed Surveyor No. 3334, from an actual *Ground survey made under my supervision; that the imagery and/or original data was obtained on 1110712019, 1111112019, 02/07120 and 02112120; and that this plat, map, or digital geospatial data including metadata meets minimum accuracy standards unless otherwise noted. 1tl Title Report was Provided and used in the preparation of this survey. 2. Miss Utility Ticket No:6003400793-006 Ticket No: BO03400793 Rev: 008 Taken: 02/03/20 10: i7 AM 3. Utilities and Easements other than those shown may exist. 15'ACSA Waterline Esmt. ((as shown at) D.B.3503 p.180-187 i D.13.525 p.643 s' I gravel wv. ! 00" /i I I +-Aprox. 5' Waterline Esmt.(Agreement) D.8.698 P.335 and D.8.644 P.213 +4e y�� ��/��\I beginning of the water box now located behind that structure existing on the property, � and running in a westerEty direction to the base of the natural slope and thence praceei / toward the south along he western boundaryas near as possible to that boundarywitf %/ m r ngmg on t o natural slope +/ /00 /\ TMP.32-38A ,�;00001 •/�����j' / �q1 N/F TERRY •/ ` %,�j���/ `� I D.B.4574 P.676 D.B.629 P.104(plat) / e / ��, 7MP.32-396 ` two / COMMONWEALTH OF VIRGINIA I I 1 ffStm-arate a+e/ DEPARTMENT OF TRANSPORTATION ° • i1 LTF / ` D B 4574 P 676 tit 1 / V HWPB.XIV P.200-207 Riser `-` 1 Top=533.58 I�/ - HWPB.XIV P.151-158 s>� 1 10=530.83(15'rcp) Top=541.64 1 Asphalt 11=(3I %/ / �{ 10.=538.82 10 5529.7 124�tcp t . 1 wvS. /` 30"RCP. ) v � 1 1 A n i a`ntJ� 6% " �i\ ; 11 �SS.Mh. p ` T 53?47 � . . // � ' I �� ,\ �.�i �/i/'✓/i'j\� �� Y 11 II-525 7 t) �j� 5.67 X. ACSA San. Es / \ gravel � \ �- �f �f \\ . 1 • oo!�® lu ° 0- � � ? �•� w/cap SS.Mt \ \ - 1 -'- T-P- -- II =52 w I Stm M,l. nHnk VenQ - - •-`/ IL=E36.63 II=51 _:- ,,,,, t6=5• \ li 1 Top=551.81 chi - 2 CMP � j I 11=54i.31(30"rcp) - �� 70-=536.36 je I r o. • 10=541.11(30"rcp) ,�•-` w• 1 Wn IColl 0 �- \ SS.Mh. I ell .� 'op56 15 .� • 3 �p.B 3597 p,62-168 r a 11 __ II cn a gravel _ °""' I °i I NEW PA12CEh"V 2.353 Ac.(Combined) TMP.32-39 N/F WIWAM SCOTT MARSHALL, .� TMP 32-40 �� '• l TRUSTEE of the FAMILY TRUST t Story 1 k------- AIRPORT AUTO INVESTMENTS LLC �I+!1 j ""'a JJl of the ""`® frame B ctn D.B.5189 P.548 GI ; J c I 1MLUAM A. MARSHALL JR. REVOCABLE TRUST 113514 maim, `-' D.B.4464 P.203 0 o I J D.B.4464P.203 .^� © mv=S79.7 gravel `�.� D.B.3503 P.180-187(plat) D.B.3192 P.264 "' D.B.3192 P.264"l D.B.2717 P.317 2 silo ` a D.B.2717 P.317 p;, D.B.629 P.101, 104(plot) ty,2 x,4.0 '` S 1 ~`o D.B.2284 .151 " 1; f D.B.2284 P.385 '"°e irama shed I - o H.W.P.B. XIV P.151-158 I at I H.W.P.B. AV P.151-158 H.W.P.B. XIV P.200-207 I b H.W.P.9. W R200-207 D.B.715 P.634(plat) j I ?a l D.B.1639P.566(plat) ,,,, - �� e` • Il 1.667 Ac.(survey)� ,. roof Sim -grate m I>> \ drains Top=559.43 y I fence, _. �. St-n- rate 11=550.03(12"hdpe) I I 1 g -- - 1 Top=556.35 \, �• 11=5t7.6512"hd0e) g.. = i, 4.30(30"rco) „p. k v \ ` [ w , • < �, 0=St4.15(30"rdp} I o 8.0' oN t y " o --- fence- Ex. VDOT Drain. Esm't t ( s" ; t „, dr* Proj.#0649-002-158 I I I Cd oil top--547.92 528lonktl5� bw= \ \ 1 ! y I N - I m.� n.� f0�... - - ,/f Co.tw=52.8a _..- \ �+ `\\. ' 3 I Nl� I xi..u.. . bw=4&3 <,fVAC .:i.w \\ �i`,[ •t[ I f 38.3 w i Tv. \\\ _.n \ \ 4► �t ntenae i� \ ` v l I / Elec. o, 2 Story Frame t f .,pole o w/6asemenf ' ( ` #1831 21 1 s J _ 1 StCL art' 4 J/ I � _ cinderblock shed Q ' i. «quo .-•-� 1 {{ y #1821 ti m �� !! t roof �✓� 1 ®. 16.3' fence ' drains r �---- or- 36.0' stone - 1 .. olio - w_,r• ' 01 __ 1 .: _ ... Y .- TMP.32-39A s 0T -_-----_---�-' ---------.. _ ""°'�" N/FWILLIAhgSCOTT "MARSHAL L, i l over cony 9ro TRUSTEE of the FAMILY TRUST 1 q ., O grov � WILLL4M A. MARSHAdJ_ JR. REVOCABLE TRUST , D.BA464 P.203. I T� , D.B.3192 P.264 I �3 \ ,,,Q D.B.2717 P.317 i - a D.B.2284 P.385 H.W.P.B. XIV P.151-15® ' I Elea` I H.W.P.E'X V P.200-20, l pole cony D. P. , 104(p1 ) r i ,z 5'D . B629 Olpat S137 �+ CC},e;t • - ---- \. .,...e'I. cony lid t---_____-__ - Ex. Sprint/Cen ! "- -- Ex O Dominion r-`----- _ int Centel Power / { �" - I I 49 -------_ P - 02 ----------------- N55 '39 I - - - _ _ _ - gravel - - -------- 126.99' g-- roj.�'064 0 --- F' f - IF. 1 wo eTT•. �...`... ... ----- . \grove 1 - N �.; �.. - --- 5 D.I. --- ------ Inv-554.76 -- N55 • _-oDT� °~* u'pole '3 - 9A TMP 2 3 39'57"W 243.29' �_ -------- ----- 0.061 Ac,.--" ------- {survey) IQ=554.55(30"rcp) D,I. =ice _ mailboxes 5314.46' lap=556.88 sin - ll=549.58 15"rcp) airport IF. 11=549.21 15"rcp)S ahead si n 10=548.3�(30"rcp) j f D.I. '44 4' - I t r op=554.73 sign 3 11 TH pF . 3 10T=550.98(15"rcp) highway 4 LlA�, STATE ROUTE 649NaHable off , 1 a H• O,& XIV pp.151_158 Benchmad V BRIAN JAMISON a D1. Top=557.85 H•W.P.B. No.. 3334 XIV pp•200-207 Iron with cap P .42 Top507 g 0 555 40(N) EL--. 547.89 Inv=550.42(S) �J 1 Inv=550.38(W) . . n .In ... Asphalt TMP.32-38 N/F AIRPORT PLAZA LLC D.B.4622 P.319 D.B.629 P.104(plat) 0,626 AC.(survey) I oz'k r,� / O N t Y /Asphalt well 4 ' bollards Elec. o pare, 'o am T .,w [,.w. s I 1 f I J r S I • L. 'I I I I �I M I itn e airport v i e. 3n o sign " ; Q dnot .96+- ll.=536.10 (15"cmp) m 0 00N ^N C6 C1 Q Ne X �3 i Q== VDOT tw=48.7 Vaults bw=45.2 Q I w=47.4'vau Pole sign �•-1 / ` IF wOT IF. 1 wwp . X100 bike N55-02-36"W n D.I. SCALE 1" _ 20' 0 17.11' (tie) Sar Top=546.65 I 542.35(15"rcp) 'W 20 10 a 20 40 0 w SCALE IN FEET 0 S 9:\RGA\TMPROJ\ 19.0679 ALTA\TOPO_PH-2.pro