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HomeMy WebLinkAboutSDP202000061 Plan - Other (not approved) 2021-06-11AIRPORT 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 PROJECT: AIRPORT ROAD SHEETZ PROJECT LOCATION: 3510 SEMINOLE TRAIL ALBEMARLE COUNTY, VIRGINIA DEVELOPMENTTYPE: BY -RIGHT CONTACT: ANDREW BALDWIN AIRPORTAUTO INVESTMENTS PHASE 2, LLC ADDRESS: 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA 22902 PHONE: (434) 422-5050 EMAIL: ANDREW@CORECVILLE.COM ENGINEER OF RECORD: CONTACT: LINEAND GRADE CIVIL ENGINEERING DANIEL C. HYER, PE ADDRESS: 113 4TH STREET NE; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 4342620169 EMAIL: DHYER@LINE-GRADE.COM SOURCE OF SURVEY AND TOPOGRAPHY: SOURCE: ACTUALGROUND SURVEY (SEE SHEETXI.O FORSIGNED SURVEY) CONTACT: ROUDABUSH, GALE&ASSOCIATES BRIAN JAMISON, LS ADDRESS: 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 PHONE: 434-977-0205 EMAIL: BIAMISON@ROUDABUSH.COM PARCELS: N TMP 32-38 N OWNER: AIRPORT AUTO INVESTMENTS PHASE 2,LLC rn CONTACT: SEE APPLICANT INFO N PARCELID: 03200-00-00-03800 �j ZONED: CICOMMERCIAL d OVERLAYS: AIRPORTIMPACT; ENTRANCE CORRIDOR m PROFFERS: VETERINARY OFFICE AND HOSPITAL (ref. SP-199&00008for conditions) LEGALAREA: 0.627AC m 27,304 SF O z d TMP 32-39 w OWNER: AIRPORTAUTO INVESTMENTS PHASE Z LLC PARCELID: 03200-00-00-03900 d ZONED: CICOMMERCIAL w OVERLAYS: AIRPORTIMPACF; ENRANCE CORRIDOR; MANAGED STEEP SLOPES C7 LEGALAREA: 1.656AC Z 72,556 SF H TMP 32-39A Z OWNER: AIRPORT AUTO INVESTMENTS PHASE 2,LLC w PARCELID: 03200-00-00-039AO Z ZONED: CICOMMERCIAL m 2 OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR O LEGALAREA: 0.051AC U Z654SF TOTAL LEGALAREA: 2.353AC MAGISTERIAL DISTRICT: RIO PROPOSED SITE PLAN REQU IREMENTS BUI LDI N G HEIGHT ALLOWED OR REQ'D PER 21.4 MAX HEIGHTALLOWED= 65 FT EXISTING BUILDING HEIGHT= 12 FT PROPOSED BUILDING HEIGHT= 24.33 FT SETBACKS: Per 4.20 PRI MARY STREET(RTE 29; PRINCIPAL ARTERIAL) MIN FRONT BUI LDING SETBACK= 10 FT* PRIMARY STREET(RTE 29; PRINCIPAL ARTERIAL) MAX FRONT BUILDING SETBACK= NONE REQUIRED SECONDARY STREET(AIRPORTRD; MINORARTERIAL) MIN FRONT BUILDING SETBACK = 10 FT* SECONDARY STREET(AIRPORTRD; MINORARTERIAL) MAX FRONTBUILDING SETBACK= NONE REQUIRED SIDEAND REAR BUILDING SETBACK (ADIACENTTO COMMERCIAL) = NONE REQUIRED PARKINGSETBACK= 10 FT 'WHEN PUBUCSIDEWAIK 15 OUTSIDERIGHTOFWAY, SETBACK DISTANCESHAII BE MEASURED FROM BACK OFSIDEWA LK. SCREENING: ADIACENTTO COMMERCIAL PER 32.7. 9.7 SEE LAN DSCAPE SHEETS FOR SPECIFIC SITE ELEMENTS TO BE SCREEN ED FROM PUBLIC STREETS BUI LDI N G FOOTPRI NTS: NONE REQUIRED EXISTING BUILDINGS AIRPORT PLAZA STORES 5,721 SF 1 STORY FRAME&CINDERBLOCK 3,513 SF 2 STORY FRAME 1,394 SF 1 STORY CINDERBLOCK 794 SF METAL CANOPY 190 SF FRAME SHED 1 303 SF FRAMESHED2 101 SF FRAMESHED3 282 SF EXISTING BUILDINGSTOTAL= 12,298 SF PROPOSED BUILDINGS PROPOSED CONVENIENCE STORE FOOTPRINT 6,077 SF PROPOSEDCAR WASH FOOTPRINT 1,024 SF PROPOSED FUELCANOPY FOOTPRINT 4,538 SF PROPOSED BUILDINGSTOTAL= 11,639 SF LAND USE: PER22.2.1c CONVENIENCE STORE= CAR WASH (DRIVETHRUTYPE)= FUEL STATION (CANOPY) _ PARKING REQUIRED: Per4.12.6 MIXED USES (SEE PARKING TABULATION TABLE ON SHEETC0.2) TOTAL REQUIRED PARKING = PerADA Std. 208 HANDICAP SPACES REQUIRED= TREECANOPYCOVER: SEE LANDSCAPE PLAN 6,077 SF 1,024 SF 4,538 SF SHEETZ o v • oe O p v•o �0 6o rt � r• ^ p8 0 ♦ 8 04 e 6 a 0o a O a o a O � 0 A A o0 9 �0 o� .d ZIPROJE CT LOCATION c' t °es o, ° t A v OOP 9 vo• eve 43 SPACES VICINITY MAP N LOCATION MAP N 2 SPACES �J �J 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 SHEET NUMBER SHEET TITLE FSP WPO/VSMP CO.0 TITLE SHEET - FSP CO.0 TITLE SHEET - WPO VSMP C0.1 GENERAL CONSTRUCTION NOTES 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 SPECIFIC SITE DETAILS C4.2 VDOT SITE DETAILS C4.3 SHEETZ 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 C6.4 UTILITY DETAILS C7.0 PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN C7.1 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN C7.2 VRRM TABULATIONS C7.3 DRAINAGE MAP C7.4 HYDRAULIC CALCULATIONS C7.5 BMP PLAN AND PROFILE C7.6 BMP DETAILS C7.7 SWIM C PLAN AND DETAILS C7.8 STORMTANK DETAILS C8.0 LANDSCAPE LAYOUT AND MATERIALS PLAN C8.1 LANDSCAPE PLAN C8.2 LANDSCAPE DETAILS C9.0 PHOTOMETRY C9.1 PHOTOMETRIC RENDERINGS C9.2 LUMINAIRE DETAILS A1.0 ARCHITECTURAL ELEVATIONS A1.1 ARCHITECTURAL ELEVATIONS X1.0 SURVEY 44 TOTAL SHEETS 28 33 SUBMITTAL LOG SUBMISSION NO. DESCRIPTION RECIPIENT SUBMITTAL DATE 1 1ST INITIAL SITE PLAN ALBEMARLE CO. DEPT. OF 12/03/2020 SUBMISSION COMMUNITY DEVELOPMENT INITIAL SITE PLAN WITH ALBEMARLE CO. DEPT. OF 2 20/08/2020 ARB UPDATES COMMUNITY DEVELOPMENT 1ST FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 3 09/09/2020 SUBMISSION COMMUNITY DEVELOPMENT 2ND FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 4 20/11/2020 SUBMISSION COMMUNITY DEVELOPMENT 5 3RD FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 05/02/2021 SUBMISSION COMMUNITY DEVELOPMENT 6 4TH FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 06/11/2021 SUBMISSION COMMUNITY DEVELOPMENT SIGNATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT w 0 Q W z J N F- LLJ Q LLJ Z 2 70 J > Q LLJ Z I- Z:) O G7 0 J LV �zQ /O^ Lu N J I..L Q El 0 Z flC Lu Lu Z 2 uj LLJ LLJ `2 LLJ v i J 'CH OF� r 0619 �2021 '2 DANIEL C. HYER Ic. No. 45596. APPROVED DCH SUBMISSION NO. 6 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E Como GENERAL CONSTRUCTION NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY 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 THEYAPPLY. 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 , DAMAGED EQUIPMENT LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. Q 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. UTILITIES: 1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION. 2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. EARTH WORK AND SITE CONDITIONS: 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE FILL. 3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON ALL PAVED SURFACES. 6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY. MAINTENANCE OF TRAFFIC: 1. A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD WITH VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. 2. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE COUNTY OF ALBEMARLE TRAFFIC ENGINEER. 3. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS. GENERAL NOTES 4. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE. 6. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE. 7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS ADJACENT TO THE BUSTING PAVEMENT WITH A'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW, BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED. 8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC. 10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE MOTORING PUBLIC. 11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS. 12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED. 13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA PROTECTION MANUAL. 14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED. 15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES. FIRE PREVENTION: 1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. CONCRETE AND ASPHALT: 1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS. 4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. MISCELLANEOUS: 1. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580x131. 3. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 4. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. } c -z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w 0 Q W z N w Q w z 2 z � 0' J > 0 � H Q Lu z O(n o J LD � z_ Q Q LL W DO Q i 0 49 z flC m Z z tti LL] 0 z z 0 U z 0 Q LLJ z LLJ ! V 061>�1?02> r21 DANIEL C. HYER a Lic. No. 45596t ZONAL APPROVED DCH SUBMISSION1 Ni' 6 PROJECI 1903600 T HE W OR K OF L IN E + G R AD E PROPOSED LEGEND EXISTING $ SANITARY CENTERLINE S W WATER CENTERLINE {N STORM SEWER GAS GAS LINE GAS UGE UNDERGROUND POWER COMM UNDERGROUND COMMUNICATIONS - OVHD OVERHEAD UTILITY 382 CONTOUR LINE CURB/CURB AND GUTTER SPILL CURB WITH TRANSITION AREA F PAVEMENT MARKING LINE BUILDING LINE BUILDING OVERHEAD/PROJECTION L _ _ _ _ » WALL TREELINE PROPERTY LINE - - - - EASEMENT LINE 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 26 ENTRYWAY/INGRESS/EGRESS SYMBOL TREE 1 't 0 Q 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 CF CUBIC FEET PC POINT OF CURVATURE CG CURB AND GUTTER PCC POINT OF COMPOUND CURVATURE CONC CONCRETE PI POINT OF INTERSECTION D OR A DELTAANGLE PRC POINT OF REVERSE CURVATURE DIA 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 SANITARYSEWER FG FINISHED GRADE SO STORM DRAIN FIND FOUNDATION SF SQUARE FEET GRVL GRAVEL SMH SANITARY MANHOLE HC HANDICAP STA STATION HP HIGH POINT SW SIDEWALK ID INSIDE DIAMETER TIC TOP OF CURB INV INVERT TEMP TEMPORARY LAT LATERAL THT THROAT LF LINEAR FEET TIN TOP OF WALL LOD LIMITS OF DISTURBANCE TYP TYPICAL WSFI WCTFR CI IRFCRP FI FVCTII RIGHT TURN LANE WARRANT ANALYSIS Location: US 29 Entrance Roadway Classification: 4-lane roadway Use Fig. 3-27, RDM Appx. F P HV into proposed site: 38 VPH From ITE Trip Generation P HV Ri ght Turns i nto entrance: 20 VPH 50% trips lNfram US 29, plus 100%trips INfor parcel32-3BA (shared entrance) Approach Daily Volume: 390DO AADT published by VDOT, 2019 K Factor: 0.0968 Directional Factor: 0.5314 Total Approach PW(Current):®VPH ADTx KxD Design life: 20 Years PercentGrowth: 1.2% Basedon 2018to 2019data Total Approach PHV(Design):®VPH Current PHVx(1+% Growth) A Design Life Treatment Determined: Taper Required Existing turn laneatthis entrance willbe maintained. 100 cc D 0 ir w a 80 0 w J _U x w > 60 Z Z cc = 40 0 2 a I�Ti] PHV APPROACH TOTAL, VEHICLES PER HOUR RIGHT TURN LANE WARRANT ANALYSIS Location: Route 649 Entrance Roadway Classification: 4-lane roadway Use Fig, 3-27, ROM Appx. F PHV into proposed site: 38 VPH From ITE Trip Generation PHV Right Turns into entrance: 22 VPH 50% trips lNfram US29, 100%trips lNfram VA Approach Daily Volume: 8700 AADT published by VDOT, 2019 K Factor: 0.0873 Directional Factor: 0.5632 Total Approach PHV( Current):®VPH ADTx KxD Design life: 20 Years Percent Growth: 1.2% Based on 2018 to 2019 data Total Approach PIN (Design): VPH Current PHVx(1+% Growth)^Design Life d: Treatment DetermineRadius (No turn lane or taper) PHV APPROACH TOTAL, VEHICLES PER HOUR WATER DEMAND CALCULATIONS: TOTAL WATER DEMAND ESTIMATE -CONVENIENCE STORE FIXTURE VALUE FIXTURE 60P511 NO. OF FIXTURES FIXTUREVALUE TOTALS BATHTUB 8 BEDPAN WASHERS 10 BIDET 2 DENTAL UNIT 2 DRINKING FOUNTAIN - PUBLIC 2 KITCHEN SINK 2.2 LAVATORY 1.5 SHOWERHEAD (SHOWER ONLY) 2.5 SERVICE SINK 4 TOILET - FLUSH VALVE 35 - TANK TYPE 4 URINAL - PEDESTALFLUSHVALVE 35 - WALL FLUSH VALVE 16 WASH SINK (EACH SETOF FAUCETS) 4 DISHWASHER 2 WASHING MACHINE 6 HOSE (50 ft WASH DOWN) -1/2 in. 5 -5/8 in. 9 -3/4 in. 12 0 0 0 0 4 8.8 6 0 8 175 0 70 0 8 2 0 0 0 12 2 4 4 2 5 2 2 1 1 1 VALUES FROM AWWA M-22 WORKSHEET COMBINED FIXTURE VALUE TOTAL = 293.8 ESTIMATED DEMAND = 70 GPM FROMAWWA FIG. 4-2 WORKING PRESSURE AT METER DISCHARGE= 100 PSI PRESSURE ADJUSTMENT FACTOR= 1.34 FROM AWWA TABLE 4-1 CUSTOMER PEAKDEMANDxPRESSUREADJUSTMENTFACTOR,GPM= 93.8 IRRIGATION DEMAND TO BE MET WITHSEPARATE METER FOR IRRIGATION ONLY FIXED DEMAND ADDITIONAL FIXED LOAD, GPM= 0 TOTAL WATER DEMAND ESTIMATE SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM = 93.8 METERREQUIRED= 11/2" POSITIVE DISPLACEMENT TOTAL WATER DEMAND ESTIMATE -CAR WASH 100 ESTIMATED DEMAND = 45 GPM BASED ON DEMAND DATA FROM EXISTING SHEETZCAR WASHES PRESSURE ADJUSTMENT FACTOR= 1.34 FROM AWWA TABLE 4-1 CUSTOMER PEAK DEMANDxPRESSURE ADJUSTMENT FACTOR, GPM = 60.3 TOTAL WATER DEMAND ESTIMATE SUM OF FO(TURESAND FIXED DEMAND, GPM = 60.3 649 METERREQUIRED= 11/2" POSITIVE DISPLACEMENT TOTAL WATER DEMAND ESTIMATE- IRRIGATION IRRIGATION TOTAL IRRIGATION AREA= 1 8200 ISF NUMBER OF IRRIGATION SECTIONS= 82 (100 F72 SECTIONS) IRRIGATION SYSTEM TYPEI ROTARY IRRIGATION FACTOR 0.40 IRRIGATION DEMAND (NO.OFSECTIONSxIRRIGATION FACTOR) GPM = 32.8 HOSE BIBS QUANTITY DEMAND 1/2" BIB 0 0 5/8" BIBI 0 0 3/4" BIB 0 0 TOTAL WATER DEMAND ESTIMATE TOTAL IRRIGATION DEMAND (IRRIGATION+HOSE BIBS) GPM METER REQUIRED = 1" POSITIVE DISPLACEMENT nvnss Usv f" r; sho NCarvers. Hesuu s WUK SN S' WdK B.Oms. Fb 045 k a 100 'm xa xn tm sm tm ,� Combined Fialvry Valve F iqu re 4.2 Water it"cleman4 per fixture value • row range oonreaa Uee Apawenia Cwa+mnuna EXISTING ITE TRIP GENERATION WEEKDAYTRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTYOFUNITS TRIPREDUCTION* %IN %OUT IN OUT TOTALTRIPS ANIMAL HOSPITAL/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 1 Dwelling Units 9.57 1 1 1 10 1.00 63% 37% 1 0 1 SITE TOTALS = 1 10 1 9 1 19 *Note: all land uses in the 800and 900series are entitled to a passby trip reduction of 6001 if less than 50, 000 SF or a 4O% reduction if greaterthan 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 QTYOFUNITS TRIP REDUCTION* %IN %OUT IN OUT TOTALTRIPS CONVEN IENCE MARKET W/ GAS PUMPS 853 1,000 SF 845.60 2.43 60% 821 50.92 50% 50% 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 CAR WASH 948 1,000 SF - 1.02 60% - 14.12 - - 3 3 6 SITE TOTALS = 1,097 38 36 74 *Note: all land uses in the SOOond 900series are entitled to a passby trip reduction of 60% if less than 50,000SF or 40%reduction if greaterthan orequal to 50,000SF EXISTING ITE TRIP GENERATION (for TMP 32-38A, utilizing shared entrance) WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE I UNITS TRIPS/UNIT QTYOFUNITS I TRIP REDUCTION* %IN %OUT IN OUT Building Materials/Lumber 812 1,000 SF 1 45.16 1 2.00 1 60% 36 1 4.49 47% 53% 2 2 Hair Salon 918 1,000 SF 4 60% - 1.93 - - 2 1 SITE TOTALS = 36 4 3 *Note: all land uses in the 800and 900series are entitled to a passby trip reduction of 60% if less than 50,000SF or 40%reduction if greater than or equal to 50,000SF PARKING TABULATIONS: PARKING REQUIRED CODE REF. USE REQUIRED RATE QUANTITY REQUIRED SPACES 184.12.6 RESTAURANT) 13 SPACES/1000 SF OF RESTAURANT GFA 1,531 20 FOOD STORE 1 SPACE/200 SF OF FOOD STORE GFA 4,546 23 TOTAL REQUIRED: 43 HANDICAP REQUIRED: 2 INCLUDED AREAS (SEE IMAGE BELOW FOR AREA BREAKDOWNS): 1 KITCHEN AREA, SEATING, AND RESTROOMS 2ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, WALK-IN TAKE-OUT COOLER, CHECKOUT, ETC.) PARKING PROVIDED CODE REF. SPACE TYPE ACTUALSPACES PROVIDED CALCULATED SPACES STANDARD 44 44 HANDICAP 2 2 TOTALS: 46 46 LCLEANUP/WORKROOM LUTILITY 331SFOM L KiTrIUCKI 445 SF 447 SF L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L-I I I I I I I I I I I I L- L- L_ L_ L- L- L- L- L- L- L- L- L- L- LL L=Lkt L L L L- LWALK-IN L_ WALK-IN L_ L IADMIN L 139 SF _ FREEZER- RESTROOMS 117 SF 394 SF L- L- 1LLL!!L_LLALLL2 L- LLL11 CHECK-OUT SEATING AND SBC - 6 12 SF 314 SF_ L LBEVERAGE COOLER L_ L- L- L 17L 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-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- 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- L- L-_VESTIBULE - 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- L- 6 SF L- L- L- L- L- L- L- L- L- L- L- LSALES 1953 FLOOR SF - 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_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_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ WALK-IN'_ L FRONT TAKE-OUT ------------------------000ER-_ 'ESTIBUL i137 SF ---------------------- --i L- L_ L_ L- FLOOR AREA USE: RESTAURANT =1,531 SF (KITCHEN AREA, SEATING, AND RESTROSTROOMS) FLOOR AREA USE: FOOD STORE = 4,546 SF L- L ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, COOLERS, CHECK-OUT, ETC.) OSHEETZ CONVENIENCE STORE FLOOR AREA USES 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 (Q2a) 3,171 GPM FLOW 2672 GPM *IN ACCORDANCE WITHAPPX. B OFTHEIFC UTILITY DEMAND NOTE. ALL VALUES ARE DETERMINED FROM EMPIRICAL UTILITY DATA FROM EXISTING SHEETZ STORES. WATER STORE: DEMAND = 80 GPM @ 45 PSI MIN. PRESSURE MIN. SERVICE LINE SIZE = 2" CAR WASH: DEMAND = 45 GPM @ 45 PSI MIN. PRESSURE MIN. SERVICE LINE SIZE = 2" SEWER STORE: AVERAGE FLOW RATE = 3,000 GPD 2 x 6" LATERALS 1 x 4" LATERAL FROM GREASE TRAP CAR WASH: AVERAGE FLOW RATE = 4,000 GPD 2 x 3" AND 1 x 4" LATERALS INTO 2 x 1,500 GAL RECLAIM TANKS 1 x 4" LATERAL FROM RECLAMATION TANKS ELECTRICAL STORE: 120/208 V, 3 PHASE SERVICE 1200 AMPS CAR WASH: 120/208 V, 3 PHASE SERVICE 400 AMPS MIN. 150 KVA TRANSFORMER rFOR VDOT USE -ONLY ;Area Land. Use Engineerory_ )Name Adam J. Moore, P F; _ ___ _ I Remarks: ft gl friend apprIVA 0_1 h11 k Lf,]pSs��tt��ie��d)lowing tacton: e01*Antebog jotf' _ rrh¢�f'�'i�'4p jjj lumued and limited by property boundaries�. f1fitlitt�laGg:j:..7 iILI,fittfS;id :remain if exception is denied as it is a share;il eonfli II entfijbti � 3 TheIi'4legg , StOfaggth poor to the entrance II4 The f ie`platu (� 'oP ,(l �rRp �fe�.a( ,�rgve��will improve'the geometry of the entrant'a'(rogithe ekii ttih'�[dtidTid& w 0 Q U W Z J N W g W z 2 z � J 0 � � Q W z O'^ 0 II...NLL vJ/ LLJ z_ Q O Lu DO N J L L Q i 0 0 Z t7C LU LU Z Z UJI a J D J U 0 Q W U L.L Q r0- V z z O N 061>�1?021 r21 DANIEL C. HYER a Lic. No. 45596t LONAL APPROVED DCH SUBMISSIONI NI' 6 PROJECI 1903600 T HE W OR K OF L IN E + G R AD E TOTAL TRI PS 4 T tstiL ftaifi afta tq t LEr"a Pev.Shel�on �Udl rauna.aov 3 7 O AM-E REQUEST APPROVAL CONDITIONS C002 2 I EAST W/M SERVING EX. BUILDINGS ON SITE �� / /� j/^\\� \�\ \\\ �\�\ \�I ` I I�Fh I \ \ \ \ I TO T ABANDONED IN PLACE. /�/ \� \\\ \\ \ \ \ \ II TO WATER METERLu 1 #; P004T ACq�E R04D I CONTRACTOR SHALL: � Q! ° I � N ZI~ 1. CONFIRM THIS IS THE CORRECT METER / / \\ \ \ I I) \ I I . (TO BE ABANDONED, YYDD 11(14 I APPRQX. ROW WIDTH.' S0' 2• COORDINATE INSPECTION WITH RWSA \ \ \\\\\\ I I I I SEE INSET 3 THIS SHEET) \� cu I \\ <0 I \ I \ II I I IN ADVANCE OF WORK / \ \ \ \ \ I I I� I I I 34 E ZE wgrERUNE 3. REFER TO NOTES ON SHEETS C0.1 &- APPR I I I EN ACC C6.0 FOR OTHER REQUIREMENTS_ III I I I II.M I . / I I4PIPIRO /'I� I IAITIj I IIII I II /DIII RIII%P�III I (II / I IIG MI I /II`I^n_Isz I II IIx I I II TMP. 32 38A TMP. 32 -39B rJOSEPH M JR 0 76 K TE RY1 � NgX'u-ET2OXAP(STEOX3P. 4 G.M\457RHz37A3.T58E3ECOMMONWEALTH OF VIRG/NlA D.B.4574 6 RW RTMENT OF TRANSPORTATION B6. 69 P. l04 PLAT) /NV Our. NAsp)haltZ AD.B.4574 P.676 D2Cl COMMERCIAL�W6 `W-RX/VP.200-207 ENUSE• COMMERC/AL \\\\\\✓ MINN /X-2 (EX / 5S28TM._03MH) 32A- OB-/A D.B53 P/67-/HWq. X/V P. lS/158 ONSTRUCTION TOP. 534.53 l COMMERCIAL EASFENT (DTMR6.5293 P.78) lNV /N 528.33 (WW) UTO INV`NV. INMN9T PH 3 LLC P---PRESENT USE T\TION POND 2OYSLLC (s)ED. . 225SB54 NV. OUT' 527. 83 (N) )) RCIAZONERl RE DENTIAL ZONEDI /- fIIIIII I II I II II I \ \I II I I II II I II IV( II I I II II I I I COM I USE. ECEL I I I X-5 (EX VDOTES -/) EX. VDOT RISER // I I 0 (1 b q '� I TOP.' . 64 �� O6 i INV. OUT., 538.82 /NINV.OUT.'S2929.79 N // / / // DE.. S f �. \ \ \ `\ \ `\ \` \ `\ \` \ `\ \` DEMOLISH ENTRANCE AS REQUIRED TO ENTRANCE INSET METER ABANDONMENT /ice \ SA" Z' ` \ ` \`\` `\\`\` `\\ ` `\ `\\ '`�\\\ N I INSTALL PROPOSED ENTRANCE. SEE SHEET I C2) 3 \\ �\ \ i i/°DEC. f j �^ \ \ `\ \\\ `\ \\ \\\ \ \`\ `\ \ \ \ ` \ `\ C3.0 FOR TEMPORARY TRAFFIC CONTROLS I 1" = 20': 0 20 40 1" = 20': 0 20 40 \ \ \ _ �� // //. X-3 (EX. GRATE) X f I° I \\ `\ `\ `\ ` II TOP: 534.55 � 8 \ •� IAI /WP INV. OUT., 529. 00 / \- -/ `\ \ `\ \ \\ \ `\ \\\ `\ `\ \\\ `\ \ \\\ `\ \ \� \ AN ESM EX. SAN. MH 7 ��\\\\\ \ .9/(PLAT) ^ \\ I I I I I \ ( COMPLETELY ERADICATE STRIPING WITHININV. IN- 527.90LAT) / \` \ \` X \ \ \ TEMPORARY CONSTRUCTION EASEMENT \ 527.75 \AND RESTRIPE PER PROPOSED PLAN INV. OUT: S2.65 / I If / / '/ / / - - - i / / REMOVE EXISTING CULVERT / 24"DEC. / GRAVEL I I / / // / _ - - / / x ff' 30" DEC. (Z) x / 2 � \/81DEC. I ` ` ` `\` \ \`\` \ \`\` \`\` \ \`\` \ \`\` INV. OUT.ADJUST HIGHWAY SIGN ORO9 TO FINISHED GRADE (/EX 20'SAN SEWEESMT SOIL LABEL (TYP) X6 D.R3�62-168 f �/ OUND X-25 (EX CULVERTEND) 551.8/ INV. IN56.10 NV.lN'T.'4L3/ � INVOIS541.1/ AIN-INF/ Ih / I I I I I f REMOVE Ex. PAVEMENT l 0000 f ` ,/ ALL EX. SEWER LATERALS SHALL \ I x \ BE ABANDONED AT THE SEWER � PROTECT EXISTING LANDSCAPE MAIN PER RWSA STANDARDS 1 I \ SEW R �i � >. I \ \ l F I�� 61DEC. TOP., SAN MH P. 560. /5 / INV. IN 542.45 \ \ / / ALL TREES AND VEGETATION /NV. OUT.' 54225 / I � � 1 � \\ . WITHIN LIMITS OF DISTURBANCE'- - \ I 6 / I I / TO BE REMOVED (TYP) \ _ \ I i `� Q \ `\ `\ `\ DEMOLISH EX. ASPHALT AS RE UIRED TO LOCUST \ r _ \ \ \ \ \ \ \ \ \ , srANos OF I 1 dro `�L - \ � \ � � \\ `` \\ \\ \� `\ � I � INSTALL PROPOSED CG-6. SEE SHEET C3.0 / I \ \ \ I I YI -- --� 543 / \ la 1 ' 1 I I 1 11-_ / DEC. UNDER 6" \ 39 \ \ \\\ \\ \ \\ \\ \ ` \ \\ \ \ ` \ \ \ ` \ ms FOR TEMPORARY TRAFFIC CONTROLS I / �� a 1 �I\ I I \ I I o Fro 14 0 �� \ \ \ \ EMOVE MAILBOXES BOXXES `\ i Y�� rn,u 1 ' PROTECT "WRONG WAY SIGN / / � I � \ \ \ I ,p' z0.�e4� _ J �y� I L \ \ � ' \\ �\\`\\`�`\`\\`�`\\ ANDSIGN\\\; ��• 1' I 1 � \ / / / ro o \ \\ `\ `\ \\ \ `\ \\ \ ` \\ `\ `\ \\ 1 1 PROTECT POWER POLE V / TMP.32-40 droin `\ `\`\ `\`\ + 1 AND DRY UTILITIES / / z- 5 Q a \\`\`\ `\ \g `\ 1 AIRPORT AUTO /NVESTMENT3; LLC D.B.3503 P. lBO-l87(PL14T) (� I N \ I \ 36" WALNUT REM VE OVERHEAD WIRES / I 'CI I I \ \ 30"DEC. / D.B.3/92 P.24/ W o N - SER ING EX. STRUCTURES / D. B.27/7 P. 3/ X-7 <EX GRATE) f \ \ \ \ - / / / �O�ER TMP. 32 9- 6 \ \ D D. 21 P.3 5 TOP 556.35 " \ e COMBINED 71,fF0 ARCEL X� B. \ I fI` \ \ X� ORTAUTOINVESTIIENTS HWPB.XIV P./ l-158 INV /N. 54Z65 (W) �y\I \ t � ence \ �ffA 2, LLC U / INV. IN 544.30 (S) / 5 \ \ \ \ HWPB.X/V P. 00-207 \ a \ y I /// INV. OUT.' 544.15 (N) 1 � E a+ y \ \ \\ \\ \\ \\ \\ \\ mU D.S.715P.6�4(PLAT) \ � I > ou _ B.555/P.265-�iP(PL�T) �_ I ZONED: HIGHWA Y OMMERCIAL (HC) r - - - - _ \ B �� - \ 6 „DEG. � _ � - _ -B.B. 5193 P. 309 PRESENT USE COMMERCIAL I I - _ I 8"DEC. \C (SURVEY) - \ yyL t - 5 B NED: CI C ER�C AL _ \ �- \ / l0"DEC � X-7A (EX. GRATE) \ 5 TOP.' S59.43 1 4- GRAVEL INV. OUT.' 550.03 EX. VDOT DRAIN. -S/ T PRO�- - \ 2 ✓ #0649-00215 \ _ _ _ - - \ - - `PP � - \\ \ ♦ \ \ `♦ \\ \\` `\ \\\\ `\ 1. - �- \ " I DEMOLITION NOTES: o r..:.. a :.. � •..� .� •l.. � '• , f \ \ \ \ \ \ `.''..:.''•.:'..'.,'.; .: :'.',•, .i",.. - - - - - - - - - - - 24"WALNUT fEnC � - \q• I I 'iti.:•:�.!,: ,r ..:;'. ..,: „Y •;'.:.Y,...;�':.'I'. •:(: .+'i.":i; a:y., :.„. `..,. ;..; .• - - - - - - - o - \ Or ` \ `\ \ \ ` \ •b'\ \ ` `1 I I 1 1 -• .� REMOVE ALL ONSITE GRAVEL (TYP) - \ `\ 1Oy� A I CONTRACTOR SHALL CALL MISS UTILITYAND - - - - - - - - - - MARKER BEFORE . St o `a: 1::::.. ...:.. ..... ... e: :..; .. {.. ,....'',. ': ' ..{:+..:'.. •`': � "� � \ er 18 kY w X o-O \ \\```\\ \\ a \`\``\\\ � 1 D - -4 P •• ..,•, e \\\\`\`�\\ .°'\\\\`\`\ tktl II STARTING WORK W o d "e � 1 � \\ \\ E„ c3 �� ,,w � �n�' i, • .:.; :.' .��r::•� � �:+: •;�i.,.., .;e ', .:.:.:.,::i,;a�.:" ;:..'.;,, :,, � � - - - - 36 - - _ _ _ - - - , � y 1 1 1 i 2. CONTRACTOR SHALL COMPLETELY REMOVE D TO BE REMOVED OR :, .: ,:• .. ::.,.- ..... .: "•, r :' - - � - � - - - - - - - _ - - - , � x \�- - - \ � \\\ \ \`\� �4e1 1 TO FINISHED GRADE - 1 � UTILITIES CALLED 1 I 1 DEMOLISHED. 41+ / 1 I M ° - - - - - _ - - - - - - - _ - - - _ - \ = tyi oN \\ \ •ELEC. PANEL 1 1 3. ALL UTILITIES CALLED TO BE ABANDONED 2� G REMOVE ALL ONSITE GRAVEL�- - \ - - - - 24"DEC. - - - - - - \ \ )- - €X. SPR/NT/CENTEL & DVPESMT REMOVE CONNECTIONS 1 SHALL BE CAPPED AND ABANDONED IN `L7B ;I I \ - _ _ - - _ _ � - - - - s �_ _ _ \ _ PRO✓ #0649-002-158 TO ELECTRICAL PANEL \ `\ ACCORDANCE WITH ALL APPLICABLE CODES PR0 4NE TANK - � \ I - \ - lo"DEc,\ _ _ _ _ _ _ FROM EX. STRUCTURES , 1AND - - - - - - a /B"DEC. - /-- - - - - - a `\ \\ ` Ii 4. DAMAGED SITEELEMENTSNOT CALLED OUT � 1 n 4 " CM USTERS _ /- - _ - -i - - -- con - 2.5'Dio - - - \ \ `\ \ o 1 EX INV. OUT. 541.96 1 Slay - 55 - cone. ' - - - - - - 1 Velol Bldg• I - - - - - - - < - - - - - /2" DEC. / I - - - - - - - - - - ( I I FOR DEMOLITION OR ABANDONMENT SHALL I179136" ALNUT _ _ g� WALNUT - -- - - - - - �RAyK BE VAC rE0% o \ \ f / �� PROTECT EXISTING LANDSCAPE BE REPLACED OR COMPLETELY REPAIRED AT .ANT/CENTEVS �- - - - - _ - - - �8/DE _ / - - 97 8�' (%0 f v�� % �� y-487 THE CONTRACTOR'S SOLE EXPENSE. __ _ _ _ _ _ C' W 96• ff I - - - - - - - - - 5 ,a br=45.I II I � I � PRO✓ #0649-002-158 - - � i N b� oof i � �� a�� n , PROTECTExIsnNGWALL DEMOLITION LEGEND: DISCONNECT ELECTRICAL SERVICE r OVHO ed. - m 1 e 2 ALL TREES AND VEGETATION - - AND REMOVE OVERHEAD POLES TYP / ��signal WITHIN LIMITS OF DISTURBANCE " ✓"� _ tw=48.7 ode DEMOLISH EXISTING STRUCTURE Asphalt / y / - - - - _ = y= er+� - - - REMOVE EXISTING UNDERGROUND - 47 4trafflc// P M Ia TO BE REMOVED TYP -� DEMOLISH ENTRANCE AND SIDEWALK - ��, / f bw vou�t 2 0 o M (TYP) - - - owe S 33°39 /4" W 14.46' COMM. LINE. CONTRACTOR TO PROVIDE - if - _ _ DEMOLISH EXISTING PAVEMENT - - - - - AS REQUIRED TO INSTALL PROPOSED - o✓�- (TO BE VACA TED) _ _ ALTERNATIVE SERVICE TO PARCEL 32-40. ENTRANCE AND SIDEWALKS - PP o / RE kr / DEMOLISH EXISTING GRAVEL Al 55°39'S7" W 126.99' QF / FOR R TMP. 32 -39A, COMBINFO /N O\PARE€L X" PORT AUTO IN PHASE 2, LLC COX ] REMOVE EXISTING TREE D. B. 5551 F..265-272 (PL, T) _______ REMOVE �17s N BENCHMARK 55002'36"W17.1/' X-2C o D.R5493P.309 27C SOIL LINES AND LABELS / Q s \ N. 3935947.50 TOF. 546.60 0. 06/ AC (SURVEY) TOP. 5566. 88 o \ X 9 MAILBOXES \ \ s E.- 11501413.09 n ' INV. Our. 542.35 � ZONED: Cl COMMERC 2 7 6 RELOCATE SIGN OUT OF LOD s STA TE 0�9 (A/ RT RD) - ELEV.• 547.89- INV. IN 5495E ti �, TOP OUT., 5 �` SOIL LEGEND � � INV. OUT. 550. 98 Wl S INV. IN 549.21 ,5J �s T �� -, - INV. our. 54B.33 - wl � - \8,600 ADT w o v EXISTING CONDITIONS AND DEMOLITION PLAN cl) 1" = 20': 0 20 40 MAP UNIT SYMBOL MAP UNIT NAME HYDROLOGIC SOIL GROUP 21B CULPEPER FINE SANDY LOAM, 2-7%SLOPES B 27B ELIOAK LOAM, 2-7% SLOPES B 88 UDORTHENTS, LOAMY, 2-25%SLOPES D W z J Q 0 J 2 0 W g z w 2 z z Q U) J 0 Q Q W Z ov � Lu J or < U) 0 W m ly Q z Q 0 0 z W X LL] TH OF GJ 06,1>�2021 r2 DANIEL C. HYER a Lic. No. 45596t � 10NAL V� APPROVED DCH SUBMISSION1 Nl' 6 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E ENTRANCE INSET 1" = 20': 0 20 40 TMP. 32 -40 AIRPORT AUTO INVESTMENTS, LLC D.9.5189 F..548 D.B.3503 F..180-187(PLAT) D. B. 3192 P.264 D. 9.2717 P. 317 D. B.2284 P. 385 HWPB.XIV P.151-158 HWPB.XIV P.200-207 D. S. 715 P. 6,54 (PLA T) ZONED: HIGHWAY COMMERCIAL (HC) PRESENT USE COMMERCIAL DEc. 'EC� UNDER 6" 1 1 \ � 1 11 IIN 1� J TMP. 32 -399 COMMONWEALTH OF VIRGINIA _FARTMENT OF TRANSPORTATION D.B.4574 P.676 HWFRXIV P.200-207 HWPB.XIV P. 151158 ZONED: Cl COMMERCIAL 'RESENT USE- DETENTION POND 227•45' S W 35E� 5' WA TERL NE ESMT p D S. 698 P. 335 AND � ) EX OR/PL INE v r r, v ERADICATE EX. PARKING STRIPING AND REPLACE WITH NEW 4" WIDE WHITE STRIPING / 4" WIDE SOLID DOUBLE YELLOW II 24" WIDE WHITE STOP BAR I I II w 0 Q U W z J N L1J g L1J z 2 z � o' J 0 � � Q LLJ z O�� � o _ J Lu z_ Q O LLI D] N J I L Q i 49 z Lu z z Uri EX. VDOTDRA/N. ESMT `� I f - —•+ vviu�rvnn�ov�r/ / PRO✓ #064 9002-158 �_ U - ° _ .TJ-...:..>—r•., 'r :; .�..,..`v;�". ..; •', i'.5 :.: ;; ': :,'i>'i 4• WIDE STRIPING 2' APART (TYP) I > I I �yQe 4 WIDE, 2 STRIPE/6 GAP WHITE LANE LINE , • _ ��a.✓ ;'% � o ,'��.' ''f fit' >" '�,•• �. • ,. � ,/ H: /" Z ''.`i • f SWEPT PATH OF VEHICLE °,f" IF 24 WIDE WHITE STOP BAR ,; oy �„ :, ,.i,� )v' ;�„' •• ;; WHEEL PATH OF VEHICLE VAN48. , , p ANDICAP STRIPING TO COMPLY 4 WITH LATEST ADA STANDARDS / SPR/NT/CENTEL & DVP . ° j 9 ' ,3 O l =48.7 D DANIEL C. HYER 9 I� I o c ' �.S lNT/CEN L SM V I 6 O / b*=45.2 LiC. N0. 45596't �(:, %' • Ro✓ #06 - o2-/se N FUEL LOADING AND / I r s © 1 A On VULUCR VVIIrl IVIIIVVR CIVUKVHVMMCIVI �TR TRAFFIC AND TRUCK ROUTING PLAN 1) 1" = 20': 0 20 40 ZONAL APPROVED DCH SUBMISSION1 Ni' 6 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C3m0 -m 555 550 545 - v STA TE RL E 64 9 (AIRPOR AIRPORT ROAD CENTERLINE \ APOOX. ROW WIDTH.' 90' / \ \ o SR 29 STA 10+00=AIRPORT RD STA 20+0021+00 \ — \ I 22 F00 \ I 8�0 ADT 19+00 -+� \ CENTERLINE OF APPROACH LANE s ----- p---- ---- \ EX. ROW s 530' SIGHT DISTANCE LEFT j�1�� DECISION POINT B i �, �_ ��re STA: 18+80.07 O/S: 6.00 R_- • .• ,,,� I iUl ° _ r o cd, I AIRPORT ROAD INTERSECTION SIGHT DISTANCE 1" = 20': 0 20 40 ss6 \ 24+0 N \ DECISION P01 TN A� DECISION POINTA ELEV: 559.36 3.50' HEIGHT 01 EYE 530' SIGHT DISTANCE— PROR GRADE DECISION POINT B ELEV: 548.71 _ - - -- 3.50' HEIGHT OF OBJECT -5+00 -4+50 -4+00 O2 AIRPORT ROAD INTERSECTION SIGHT DISTANCE PROFILE H: 1" = 20': 0 20 40 V: 1" = 4': 0 4 8 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 560 555 550 545 0+00 0+15 i EX. ROW i -- —' J — --TA�EROUTE29——I—��— STATE ROUTE 29 ROAD CENTERLINE � APPR X ROW WIDTH. 160' I I — 1 _ i J 39,000ADT 1LO14+00 13+100 -7 — — — \ \ — 15+00� _ ---ri - - --------- J _ _ 16+00 — --�-- -- \ - f - — 133HS SIHl Z M3- 17+00 3S 13SNI NVId \ CENTERLINE OF APPROACH LANE 18+00— _ _-----z- _ -530' SIGHT DISTANCE LEFT —I — — - 53�� _ 39 / DECISION POINT D / �< < — _—` — - STA:18+59.69 �f— —% — _ S 0/S: 5.75 L —f EX. LANDSCAPING — — — _ EX. ROW �3 - / OH10- Ov10 Z DECISION POINT C \ o STA: 13+29.69 0/S: 37.33 L on 3 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE i1" = 20': 0 20 40 62191 535 530 525 DECISION POINT C ELEV: 540.81 3.5 PROP. GRADE HEIGF EY SIGHT DISTANCE 530' i EX GRADE DECISION POINT ELEV: 525.29 3.50' HEIGHT OF OBJECT -5+00 -4+50 -4+00 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE PROFILE O H: 1" = 20': 0 20 40 V: 1" = 4': 0 4 8 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 540 D' T OF 535 530 525 0+00 0+10 W z J N W g w z 2 z � 0_ i > 0 � H Q LLJ z O� o J LD � z_ Q O LLJ DO J Q i 0 49 z flC L, z z Uri m ��,LTH OF GJ 06�>�202> r'2 r DANIEL C. HYER a Lic. No. 45596t _f/ONAL Er - APPROVED DCH NOTES: SUBMISSIONI Ni' 6 1. LANDSCAPING PLANTS AND TREES PROJECI 1903600 ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE T HE W OR K OF MAINTAINED IN AREA BETWEEN 2 AND L IN E + G R AD E 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 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, &r required sign assemblies for multi -lane roadwa gee Guidance 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'400' 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 work takes up part of a lane on a high volume roadway; vehicular trait 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. lion: 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, E 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, k1 oscillating lights. Vehicle hazard warning signals can be used to supplement high -Intensity amber rotating, flashing, ® 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 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. Shoulder Taper = Yo L Minimum Channelizing 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 per '/4 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 611-5 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 1-4IM15 TTC 5.1 Z 310N 336 ++ .009 Shoulder Operation with Minor Encroachment (Figure TTC-5.1) G20 2 V ROAD WORK ( ) — 500" 80'- 120' SHADOW VEHICLE REQUIRED — TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 8 TYPE B OR C -- SEE NOTE 7 CHANNELIZING EVICES SPACING SEE NOTE 7 °` ° SEE NOTE 2 SEE NOTE 2 SHOULDER CLOSED AHEAD , W21-5bR W20-jN. Typical Traffic Control Sidewalk Closure and Bypass Sidewalk Operation (iFigure 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. Where 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. lion: 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 Flashing warning lights MU be used on barricades that support signs and close sidewalks. 7. Signs. such as KEEP RIGHT (R4-VM) and KEEP LEFT (R4-V7L), may be Dlaced along a temporary Standard: 8. AB sidewalk closures shall be closed with Type 3 Barricades. The SIDEWALK CLOSED (R9-9) go and the SIDEWALK CROSS HERE (R9-11) sign shall be installed above the Type 3 barricade. he KEEP RIGHT sign can cover the top raB of the Type 3 Barricade.- O 2: Revision 2 — 9/1/2019 TTC 35.0 Sidewalk Closure and Bypass Sidewalk Operation (Figure TTC-3:.1) a 1ei . 21eLb-8a o IvMfinis R9-9 it 9CFYFU :',CPC 4� R9-11aL. (kCSS '1LNL 0 i ROAD WORN AHEAD 1 t IN20-1 SIDEWALK DETOUR 2: Recision 2 — 9/1/2019 8 TYPE 3 BARRICADE / ,9 9 S310N 33S 0 IH918 d33H HLI IFH SEE 6 8 NOTES ROAD i WORN AHEAD 1t SIDEWALK DIVERSION TEMPORARY TRAFFIC CONTROL SIGN LEGEND WORK G20-5aP ZONE (36" x 24") O RK AHEAD W20-1 (36" x 36") SHOULDER W21-5bR s CLOSED (36" x 36") ROAD WORK G20-2A (48" x 24") SIDEWALK Rg-g CLOSED (30" x 18") SIGN LEGEND w 0 Q M W z J N w¢ wz =z0 J > Q Ld z �� O o J J Z Q O '� w M N J I..L Q I V Q Uj n J O 0 U U LL F_ N� L.L Q O G Uj 061>�202> rZI DANIEL C. HYER Y Lic. No. 45596, IONAL B� APPROVED DCH SUBMISSION NO. 6 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C3..2 Page 6H-18 September 2019 Typical Traffic Control Shoulder Closure with Barrier Operation QFigure TTC-" NOTES 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 Speed Lima In h Location Spacing Speed Limit m h Location Spacing Speed Lima (Mph) 0 36+ 0.35 36+ 0-35 36+ Transition 20' 40' Travehva 40' 1 sun I *Construction Access 80' 120' 'Construction access 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 Nate 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 flied object attachment. b. Where cut 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 dear zone values). d. When barrier end is inside the established clear zone, attenustor service Type I or Type H shall be used. Contact L&D Standards/Special Design Section for approved alternators. 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 shall 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 deflneators shall be installed along the traffic side of the concrete barriers. Barrier delinstors shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers' in-between the barrier panels approximately 24 inches up from the roadway surface. non: 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 be eliminated from all roadways exceQt Limited Access big hwa�s Guidance. 10. Ifdrivers cannot see a pull-ojf area beyond the closed shoulder, in regarding the length of the shoulder closure shall be provided in feet or miles, as appropriate. 11. An emergency pull-ofarea should be provided per Section 6G.18 and Ti mporalyTraf w Control Figure T71G8. O 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 TTC 6.2 Page 6H-40 September 2019 BARRIER FLARA4 RATE S 70 22:1 65 20:1 60 19:1 55 17:1 50 16:1 45 14:1 40 13:1 35 11:1 <30 ial peed Limit Slope (mph) Ratio 2: Revision 2 - 9/1/2019 September 2019 September 2019 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roadway re TTC-1tS NOTES rdard: 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. ice: 2. Sign spacing should he 130W-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. 3. closing a lane, a PC_MS should be used in advance of the first warning sign ifall or the left side Ngm cannot be installed. 4. Care should be exercised when establishing the limits of the work zone 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 Ltmmited Access highways a mirnimrmn 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 channeltzing device spacing shall be at the following: 0 Taper Length peed Limit Slope (mph) Ratio 2: Revision 2 - 9/1/2019 September 2019 September 2019 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roadway re TTC-1tS NOTES rdard: 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. ice: 2. Sign spacing should he 130W-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. 3. closing a lane, a PC_MS should be used in advance of the first warning sign ifall or the left side Ngm cannot be installed. 4. Care should be exercised when establishing the limits of the work zone 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 Ltmmited Access highways a mirnimrmn 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 channeltzing device spacing shall be at the following: 0 Taper Length L Speed Limit m h Lane Width Fee! Remarks Speed Limit (mph Lane Width Fa! Remarks 9 10 71 12 9 10 71 12 25 95 105 115 125 L=S2vreO 50 450 500 550 600 L=SW 30 135 150 165 180 L=S2Wt60 55 495 550 1 660 L= SW 35 185 205 225 245 L� AGO 60 540 000 660 720 L=SW 40 240 270 NO 320 L=S'W/60 05 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L= .. Limited Access highways shall uses 1OOr merging taper regardless of the posted speed. Shiffing Tapers see Table Ill Shoulder Taper is % L Minimum 7. Channelizing device spacing shall be at the following: Device Spacing Spacing Spacing Speed LimitChannelizing (mph) Location Spacing Spacing Speed Limit mph Location Spacing Speed Limit tr 0-35 36+ 0-35 36+ 0-35 1 36+ Transition 20' 40' Travelwa 40' W ' Construction Access SO, 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access per '/. mile. 8. An arrow board shall be used when a lane Is dosed. When more than one lane is closed, a separate arrow board shall be used for each dosed lane (see Figure TTG18). 9. The buffer space length shall be shown in Table 6H-3 on Page 6113 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 fight shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 45 mph or greater, a track - mounted attenuator shall be used. 11. Vehicle hazard warning signals shall not be used instead of the vehic e's high -intensity amber rotating, flashing, or' oscillating tights 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. 13. PTRS and their supporting sisals may be used see Sections 6F.99 and 6G.25. Lonr rumble strins may be used in long -tern situations. see Section 6F.99 and TTC-20' 14. The supplemental PTRS may be eliminated' 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 TTC 16.2 Page 6H-19 Shoulder Closure with Barrier Operation (�1gnre TTC _G213-2M TRAFFIC BARRIER SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE NOTE 7 / MEE NOTE 7 BARRIER TRANSITION SLOPE RATIO [SEE NOTE one r_eni m n WARNWGE '��� GHT GUARDRAIL �r SEE NOTE 6 RIGHT SHDULDFA W21-5aR SEE NOTE 1 [LascD W 16-VP1 OPTIONAL SEE NOTE 10 SEE NOTE 1 RuxT CLOSED aCOW21-5bR ED sxuD SEE NOTE 1 ROAD WORK W20-7 AHEAD Page 6H-41 Outside Lane Closure Operation on a Four -Lane Roadway (�igure TTC-lt64 SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 10) SUPPLEMENTAL PTRS OPTIONAL SEE NOTE 14 W20-' REQU WITH 2; Revision 2-911/2019 PTRS SPACING (CENTER TO CENTER) 10STED/9TATUTORY SPEED LIMIT S40 MPH 10 FEET 41-55 MPH 15 FEET - 55 MPH 20 FEET MINATED FLASHING (AMBER CAUTION MODE TYPE B OR C easement I ILLUMINATED FLASHING ARROW BOARD p TYPE C SEE NOTES 4 & 8 I1W4-2R i UTAE ENDS VV9-2L MERGE an mcxT W9-3R TARE CLOSED READ PTRS OPTIONAL / SEE NOTE 13 Mane ass W20-V28R it REQUIRED WITH PTRS mmou W20426 am REQUIRED mffm WITH PTRS 1 1 ROAD ice- WORK W20-1 HEAD PCMS - SEE NOTE 3� Page 6H-114 Typical Traffic Control Signing for project Limits (Figure TTC-53.0) NOTES September 2019 support 1. This layout depicts signing requirements for notifying motorist when they are entering and exiting a potential construction/ma ittenance area with a duration equal to or greater than 60 days. Standard: L 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 81, right and left sign assemblies shall be required. Giddance: 6. For projects with activity areas 2 miles or less in length, the ROAD WORKAHEAD sign should be the flrat sign motorist encounter. 7. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'400' where the posted speed limit is greater than 45 mph, and 350'400' where the posted speed limit is 45 mph or less. 8. All connections within the project limits should be identijled with signs indicating to motorist they are entering or exiting a potential construction/maintenance area. O TTC 53.0 September 2019 PROJECT LIMITS Signing for Project Limits (Figure TTC-53.0) Page 6H-115 _ ERo V2 ROAD WORK G20-( ) 500 ± to w Z w w rn NOTES 2 & 7 ► W20-1 -OR (SEE NOTE 2) _G20-1 IV) SEE NOTES 3&4 w 0 Q U W Z w¢ wz = zX J > 0 0- Q W Z LZZ:) O (n o J J Z Q 0 '� LU m N J I..L Q I TH OP-111, 061>�202> rZi DANIEL C. HYER Y Lic. No. 45596, iONAL B� APPROVED DCH SUBMISSION NO. 6 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C33 TP w LEGEND: rh I O O STANDARD/ACCESSIBLE U O 1 ZIr PARKING COUNTS Z / I C) ; 12 a Z w N STANDARD CG-6 J CG-6 SPILL CURE a W I 1 � \w\ I / EWACC EAS�� I I ® CG-6TRANSITION CURB U, / g1° STEEP SLOPE (.B.529 R50' Z AREA (TYP) L _T _ _ I ® ADA PATH AND LANDING o TMP.32 38A - / z /F JOSEPH M JR 0 JUN K TE RY ti APPROX 5' WATERL/NE ESMT (AG EEMENT) i I BMP SOIL MEDIA f COMMONWEAL TH OF VIRG/NIA D.S. 698 F. 335 AND O. B 644 P 2/3 D. B. 4574 .676 N / I I DEPgRTMENT OF TRANSPORTq TION - O / ^ �x ZONED- 9 F. (PLAT) 1 R5' 1 CONCRETE Z D.B.4574 P.676 � ZONED: Cl COMMERCIAL / / � N � tL TP HWPB.X/V P.200-207 /PRESENT USE- COMMERCIAL EX. SA/ M Asphalt l / HWPB.X/V P.15/-158 L 'EX. 934.47 M / NEW EMPORARY CONSTRUCTION � / • � `V I ZONED: Cl COMMERCIAL "' \ EASEMENT (D.6.5293 P.78) R6.5' I v 1 -� /NV /N.' S26.0 (LAT) 1 - 12 ce PRESENT USE DETENTION POND X / I/ % 525.72 R3' I tec /NV. OU���TTI: 525.67 �0 I 0 I I EX OR/FL INE 1 / _ II DRAI oo� + VDD p6u 1(.; ;� / CG-6 SPILL CURB II R50' E J # 1 TRANSITIONS TO CG-7 X WV I P o �ENTANCE INSET wv��. w= +� 8 DEC. � �O WV 24"DEC. if 10 1 �( 41* R30, - I LU 1" = 20': 0 20 40 6 ° EX SAN MH I roa' 537 i \INV.. IN: 527.80 (LA T) / INV. /N.' I 27.5 48 INV. 52Z65 /R ,• & /4 ' CG-6 / NEW SWM FACILITY ESMT X ��� f� -r -- BIORETENTIONI 30 (D.B.5551 P.265-272) ffff' , �/ FILTER B a I / \ \ GRAVEL / I / o STORM OUTFALL ' 5' LANDSCAPED AREA ti /X fps /---- -- (TYP) xo ,o f 227 4 DRIVE-THRU CLEARANCE BAR / I I P. SCREENING WALL I °35'p8 fi TRASH \ \ EX. 20'SAN SEWER ESMT 5 ��i DRIVE-THRU MENU BOARD ENCLOSURE o " I D.B.3597P./62-168 �i AND ORDER POINT I , �. g I _ PROP. CONC. RETAINING WALL WITH 1 I r I VX� CE X�i i STORM INLET (TYP) - ; U HANDDRAIL PER DETAIL 5/C4.2 R35' 1 R60' 0 ���; \ \ IXIDR LINE C�X FEN �i / R3 _R31 Q I qIN IN �� R STEEP SLOPE I X / / CG-6 (TYP) , r • EX RIGh WAY i NEW CONSERVATION ESMT i/ /R25 > N PROP. LIGHT I h o AREA (TYP) (D.B.5551 .265-272) - �� i;e / R25' o POLE (TYP) O op j / TRAN ITI N CG-6 SPILL CURB (TYP) 1 I m CG 6 S 0 EX SANMH RE CURB (TYP) R3' R30' o I Q TOP'S60.15 \ , . ` .� ' INV. 1N' 542.45 /NV OUT.' S4225IF f` a'oEC. R51,5' �r 16 p I L� .0 eq 1 1 STANDS OF I R28"' R5 SHEETZ STORE ° I I I N m DEc. UNDER 6" > PARKING BOLLARD ->' - > I II 1Aa I i 6,077 SF 15 46 ocit I LLJ Q HIGHWAY COMMERCIAL7CI COMMERCIAL b" 9' X 18' FUELING I I PROP. FLAGPOLE I 1 w Z ZONING DISTR/CT DIVISION LINE ( CURB CUT RA2 ° j . O (TYP) I p I 45 - CONCURRENT W/THPROPERTYBOUNDARY 14 : SPACE I' WITH LIGHT I I NEW 'PARCEL X" 5. I I 44 O �� I 1 U) J > Z 14' * > IIRPORT AUTO INVESTMENTS 13 " L." >' ': I \AIR MACHINES (2) I 1 Q TMP.32-40 O I ° PHASE2, LLC 65' AIRPORT AUTO INVESTMENTS, LLC BIORETENTION' 24 e�� 1 D.9.5189 P.548 ti / " ' FILTER A 0 1 D.B.555/ P.265-272 (PLAT)pz - 1 43 / , f I 1 b LLJ 10' ❑� I Lz Z 353 AC D.B. 3503 F..180-187(PL,4 T) s' I r I >. .. 1 I 1 m O D. B. 3192 P.264 I \ o W ZONED. Cl COMMERCIAL _ _,�' _ 42 s N (n ULd • CAR WASH MENU �p PRESENT USE. COMMERCIAL 7.75' 1.5' ^ e> I ° FUEL CANOPY I N I O / I "R 1 3/7 P. n ■ a 11 ' n> J W D. B.27/7 D.B.2284 P.-585 r I I AND TELLER GREASE TRAP ai 4,538 SF i `A / h f I HWPB.XIV P./5/-158 CG-6 SPILL CURB (TYP) 4 ❑� - > ° > I ui 41 / ; �t, s 1 0 HWPB.X/V P.200-207 I I y _ _ CAR WASH 10 10' - - - "� I cbke i W D.S.715P.634(PLAI) _ J I 141° I°' e I_ RECLAMATION TANKS I P I co 40 ?/ O m ZONED: HIGHWAY COMMERCIAL (HC) r - - - -- - _ I I \ I O 20'O si1 J ' COMMERCIAL PROP. AT -GRADE PAVER SIDEWALK Qr PRESENT USE.Q 39 I s m Q 37.75' - _36 5' 36' ��il T s CAR WASH _ 1 GRAVEL \ \ 1,024 SF EX VDOT ORA/N ESMT ? 1 ,, 1 PRO✓ #064 9 002 158 ry I wv I L' � 1 1 i i de / a I 0 1i *F e 6 x 0 5 e 1 _ O I T e 1'" Tk e 'oA e4 = Is '1 3 n CJ ,i �F. •.,q.,;y. ° :`f '!'' �';i � I .. , t A.' .{ •+• !.. l.nr.:. .r:. 1 O 0 l.... O co 1 D R15' R4' R3.67' 10, _ O 33 5 1 I M CURB CUTS ♦� 74•� ROL 1 1 CAR WASH �,(D N EX. SPR/NT/CENTEL & DVPESMT TP 1 1 0 CLEARANCE BAR _ 0 32 �CG-6 SPILL CURB (TYP) 1 PROP. FH w a 1 I 1 CH Lip - NEW N PUBLIC UTILITY ESMT �' o *� ° +� Y P p S,aY I r0 % 1 0 1 I SITE PLAN NOTES:r (D.B.5551 P.265-272) I I i Ve11 9169, 1 R55' R35' >• ° ey • / I / 1. A KNOX BOX(TM) IS REQUIRED. CONTRACTOR TO E r /1791 I 1 91 R3' 0 If COORDINATE LOCATION WITH FIRE MARSHAL'S OFFICE. TIE IN TO EX. CG-7 o a R3' , , g / 48.7 U DANIEL C. HYER M ;e nn PROP. VDOT CG-126 ," ° • � '.. • " � FUEL TANK i �'' bVt=45.2 2. RADIAL CURB DIMENSIONS TAKEN AT FACE OF �S lNT/CENL SM 1,. • CURB/FLOWLINE. uc. No. 45596 o°�,0� Ro✓ #06 - O2-/58 PROP. UNDERGROUND VENT PAD F+� s1�s 18 19 20 21 22 23 24 25 26 27 28 29 30 31 © OTHERWISE DIMENSIONED. _ I ; FUEL TANKS ' ' 3 CURB RADII ARE 5' UNLESS OTH A � } „ �!J ` VACUUM PAD signal I 4 VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE MLO dt� RELOCATED AIRPORT Asphalt 7 y 40' , (3) PROP. WATER d ` - atrary c p01e ENTRANCE CORRIDORS SHALL BE ELIMINATED. NAI J b� 47 DIRECTION SIGN o ° W M I - - - - - - - - - -METERS ° 10' BUILDING/PARKING SETBACK LINE e EX RIGHT OF WAY Quit 5. WHERE CONCRETE PAVEMENT ABUTS CG-6 SPILL CURB, t (ENSURE T MIN. TO j R50' a %- CONTRACTOR MAY EXTEND CONCRETE PAVEMENT TO APPROVED DCH BOTTOM OF SIGN) wv ` _ - _ - - - - -77 �+ Kr CURB FACE AND ELIMINATE GUTTER PAN. WHERE R50' ^` PROP. STEPS WITH HANDRAILS k„ ` I SUBMISSInni rni' 6 N 55039'57" W /26.99' k r / STANDARD GUTTER PAN CONVEYS FLOW, STANDARD CG-6 SPILL CURB SEE DETAIL 4/C4.2 I CG-6 CURB AND GUTTER SHALL BE CONSTRUCTED. ALL pROJECI 1903600 TRANSITIONS TO CG-7 PROP. ADA PEDESTRIAN ACCESS RAMP TO EX. SIDEWALK BENCHMARK N 55°02'36" DRAINAGE PATTERNS SHALL REMAIN AS SHOWN ON TIE TO EX. S/W EX 5' PUBLIC SIDEWALK PROVIDE HANDRAILS PER DETAIL 5/C4.2 N. 3935947.50 SHEET C5.0 - GRADING AND DRAINAGE PLAN. T H E W 0 R K 0 F PROP. VDOT CG-12B TIE IN TO EX. S/W E. 11501413.09 6. ALL OUTSIDE CORNERS OF CONCRETE PAVEMENT L I N E + G R A D E TIE IN TO EX. CG-7 EX. CG-7 EX. 5' B/KE LANE STA TE ROUTE 64 9 (AIRPORT RDA - ELEV. 547.89- SHALL BE CHAMFERED PER DETAIL 1/C4.3 TO AVOID 400' CONCRETE WEDGES OF 90 DEGREES OR LESS. 8,600 ADT � SITE PLAN 00 1" = 20': 0 20 40 C400 SPACE 12"x12" 1' CENTERLINE GRID RESERVED PARKING R5" N -1" 5" PENALTY p $100$5 FINE 12° TOW AWAY ZONE 5" 20„ En VAN o ACCESSIBLE T VAN PLACARD 5' MIN. TO WHERE APPLICABLE) 1 1� FINISHED GRADE HANDICAP PARKING SYMBOL HANDICAP PARKING SIGN yr SPACE 4" STRIPING SPACED 2'APART 5' 8' MIN. MIN. SEE PLAN r SINGLE HANDICAP SPACE HANDICAP PARKING SIGN HANDICAP _FPARKING SIGN_ Q ADA PATH a .. d NEMENTEDGE 8' MIN. T 8MIN. i 8' MIN. ADJACENT SPACES OR VAN SPACE HANDICAP PARKING SPACE NOTES: 1. SPACES SHALL BE COMPLIANT WITH ADAAG 502.6 AND VUSBC 1106.8. 2. ALL HANDICAP PARKING PAVEMENT MARKINGS SHALL BE WHITE IN COLOR. HANDICAP PARKING SIGN NOTES: 3. SIGN SYMBOL SHALL BE INTERNATIONAL HANDICAP SYMBOL. 4. SIGN MATERIAL TO BE 0.065" ALUMINUM SHEET. 5. VAN PLACARD SHALL ONLY BE INSTALLED WHERE DESIGNATED ON PLANS. HANDICAP PARKING SPACE DETAILS U RIGID SURFACE FINISHED GRADE (WHERE APPLICABLE, SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) f- 2% CROSS SLOPE (SLOPED TO DRAIN) III —III —III —III —III —III —III —III— — 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE1-1 1 —_ —III—III—III I —III —III —III III 1-1 MIN. 4" THICK, 3000 PSI CONCRETE =III —III —III —I I I —III —III —III I I —I I I —III —II 1 11-1 111-111-1 11—III—III—III—III- -1 I-1-1--1-1 I I -III- 4" VDOT 21A STONE BASE =III-III-III-III-III-1 I PRE -MOLDED JOINT FILLER NOTE: 1. WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, CURB, BUILDING, OR OTHER HARD SURFACE, CONTRACTOR TO PROVIDE PRE -MOLDED JOINT FILLER AND EXPANSION JOINT AS SHOWN ABOVE. OSIDEWALK '8" 4000 PSI CONCRETE FIBER REINFORCED 6" VDO_ T 21B STONE BASE o� COMPACTED SUBGRADE— ��� III III III CONCRETE PAVEMENT SECTION PAVEMENT SECTIONS U / F_ 1.5" VDOT SM-9.5E \ —III—III—III—I 1(— COMPACTED SUBGRADE— ��� III III III � ASPHALT PAVEMENT SECTION FINISHED GRADE COMPACTED vb #57 STONE' BACKFILL BACKbFILL �\ GEOTEXTILE FABRIC AT \\�\ STONE -SOIL ONE -SOIL INTERFACE IIIT 4" DIA. WEEPS @ 10' OC, LW GEOTEXTILE FABRIC AT WALL SIDE I'M" SLOPE TOP OF FOOTING 2% AWAY FROM WALL 12" \ r j\\ j\\ j\\7\\//\\/ RETAINING WALL SECTION O 1" = 2': 0 2 4 4, t "R SEE PAVEMENT SECTION 1:12 —� VDOT CLASS A3 CONCRETE 2% I.6" -- 24" PAN SPILL CURB STONE E� VARIES (7' MAX.) VDOT 21A STONE BASE RETAINING WALL NOTES 1. SOIL TESTING SHALL BE PERFORMED BY THE CONTRACTOR TO CONFIRM SOIL BEARING CAPACITY UNDER FOOTING MEETS ASSUMED VALUES. 2. ALL CONCRETE SHALL CONFORM TO ACI 301-10 AND ACI 318-14. 3. WALL CRACK CONTROL JOINTS SHALL BE PLACED AT 20' MAX. 4. SAFETY RAIL WITH 42" MIN. HEIGHT SHALL BE INSTALLED WHEREVER DIFFERENCE IN FINISHED GRADES IS GREATER THAN 2.5'. 5. CONTRACTOR MAY STEP FOOTING ALONG SIDES OF RETAINING WALL PROVIDED THAT MIN. COVER OVER TOE IS MAINTAINED, AND FINAL GRADES CONFORM TO THE GRADING PLAN. MIN. DISTANCE BETWEEN STEPS SHALL BE DOUBLE THE CHANGE IN ELEVATION. 4,12" MIN. "K" REINFORCING SCHEDULE REINFORCING SIZE/SPACING BARS "D" #4@12" BARS "K" #4@12" LONG. FOOTING BARS "LB" 8-#4@ EQ. SPACING LONG. WALL BARS "Lw' 8-#4@12" BARS "M" #6@12" BARS "0" #6@12" BARS "P" #5@12" FINISHED GRADE OTRASH ENCLOSURE SCREENING WALL SECTION SPI CK TO MATCH BUILDING � �I�i.� II�I� I �H JIA 1 In�l� 1�11'1l�li 1 ��II�IA�IIII■ 1C YARD a CONTAIN If G.M.U. FOOTER TRASH ENCLOSURE DETAIL MEN lmmi m�immmimmom MEN ON jol / ��////�.1 ■11 ■'i j � ICI �•. - „ `■F 04 40X44 TU15ULAR STEEL FILLED WICONCRETE AND CAPPED. PAINTED DARK BRONZE WITH > Q 17"XI7"X 2'-9` MINI. CONCRETE FOOTING. '_I18 I 0 H TYPICAL OF 4. SEE 46X40 BOLLARD DETAIL ?', �. w BROOM HANGER MOUNTED '-8` • +. TO WALL INSIDE OF ENCLOSURE TO BE -VT e"-8` O — O *�/ PARGED AND PAINTED U IJ ) DARK BRONZE { J Lu z_ Q LL_ 0 Lu P P Co 0 I -b4 dry Q ¢ V ) 1Y-24't IB'-64`t I'-118 8'-3" WIDE GATE, 7'-2" HIGH (TYPICAL OF 2) OTRASH ENCLOSURE SCREENING WALL ELEVATION (FRONT) 5'-2" WIDE GATE, 7'-2" HIGH TO MATCW 14Ca I.U. FOUNDATII N FOOTINCs - ITH OF GJ 061102021 r2 r DANIEL C. HYER a LIC. N0. 45596t L-IONAL B� APPROVED DCH SUBMISSIONI NI' 6 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C40 1 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAR: 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) N 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 ADJUSYMENT 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. Y D.; • D. SURFACE ', gip.', . • �p '-we • we • BASE t w �wp -wAw. 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 1 VIRGINIA DEPARTMENT OF TRANSPORTATION R CG-2 BASE ROAD MID 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 & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-S IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. u D D D D D • o o o o s s 0 0 o s o 0 0 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ROAD MID BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 CGI 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 j� 1 �m ,�� r� R i �I�II�■�I�11��1��11�■I� i ' BARS C#4 V1 - 0.917 CU. FT. I V2 - 0.573 CU. FT. V1\^' V3. 0.726 CU. FT. V4. 0.686 CU. FT. �'..-; ..,: 11 ELEV. PROP. OR EXIST. BARS A#4 �.',; SIDEWN.K OR SHOULDER. V4 ; FROM PICTORIAL VIEW IT IS SEEN THAT: BARS B #4 V - V1 W2V2 (N-O•V3 (WN•l)•2V4 ' • �•� • n 27 SECTION A -A m SUBSTITUTING VALUES OF ELEMENTARY VOLUMES: V - 0.917W"1.146(N-1)•0.726(WN•1)•l.336 27 N V1 - INDICATES TOTAL VOLUME OF STEPS IN CUBIC YARDS. USED , VA014 V4 - INDICATE ELEMENTARY VOLUMES V. W - INDICATES CLEAR WIDTH OF STEPS, IN FEET, BETWEEN SIDEWALLS. N - INDICATES NUMBER OF STEPS IN INSTALLATION EXCLUSIVE OF LANDING. L1 - INDICATES LENGTH OF BARS A, IN INCHES. L1 - 13.03814 a..L2 - INDICATES LENGTH OF BARS B, IN INCHES. L2 - 12W • 9.. L3 - INDICATES LENGTH OF BARS C, IN INCHES. L3 - 13.038N • 18" F NUMBER OF BARS A HMDRAIL OLLOWING N-1-5 N-6 N-7 N-8 N-9 N-10 N-11 N-12 N-13-25 W 3' 4 5 5 6 6 7 7 8 W- 4' S 5 8 7 7 B 8 9 10 W- 1 8 7 8 9 9 D 11 12 IS TO BE PROVIDED FOR STEPS HAVING THREE OR MORE RIS CONDITIONS: ERS, AND WILL MEET THE A LANDING IS TO BE PROVIDED WHERE 12 OR MORE STEPS ARE REWIRED 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 N 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 8". 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. nMUNn nnun VAT REFERENCE STANDARD CONCRETE STEPS FOR 1%2:1 SLOPE ROAD AND BRIDGE STANDARDS 105 REVISION DATE I SHEET 1 OF 2 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 801.01 �MAX.6'-0"MAX. GRIPPING RAIL L_4%2" O.C. -Y4' NPS PIPE PICKET 4'/n' O.C. Y." SOLID PICKET GROUNDING ELECTRODE RAIL INTERVALS MOT JOINTS AT I--1' f7 II INTERVALS NOT EXCEEDING 3" MA%. II 30 FEET. POSTS :2" MIN. NPS (2.375" O.D.I SCHEDULE 80 PIPE RETAINING WALL RAILS :2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS : 3'•" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE OR " MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROADWAY PLANS 2" OR TYPICAL SECTIONS FOR DISTANCE TO 1%2" NPS SCHEDULE 40 PIPE SIDEWALK OR SHARED GRIPPING RAIL USE PATH. CROUNDI 12" 21/4" min - in ELECTRC MIN SOLID STEEL SMOOTH ROUND RO CONCRETE FOOTING TO BE DESIGNED BASED ON C OR BOLTS cFoGRIPPIINNG SIDEWALKS AND RAMPS) SOIL CONDITIONS.USE MIN GRIPPING RAIL SHALL BE INSTALLED WHEN THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. TO EARTH FOUNDATION DETAIL RAIL OWILL RBETNCIDEER NTAL TO PERCENT. TCOST OF G (FOR USE WITH TYPE II& IIIRALINGS) THE RAILING. MAX. W-0" >+-MAX. 6'-0" SEE ROAD PLANS 4'/:' O.C. Y4" NPS PIPE PICKET r4' FOR RETAINING r4l/e" O.C. `5A,, SOLID PICKET 74" WALL DETAILS. RAIL EXPANSION JOINTS AT -I'-" INTERVALS NOT EXCEEDING 3" MA%. 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 PIPE EXPANSION JOINT PICKETS : Y',' MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE OR "MIN. SOLID STEEL SMOOTH ROUND R( HR-1 TYPE III BICYCLE RAILING SEE ROAD PLANS FOR RETAINING HR'. WALL DETAILS. MAX. 6•-0"�(�-MAX. I 6'-0" %2" DIA SOLID STEEL SMOOTH ROUND ROD (TYP.) OR 1" STANDARD PIPE. ANCHOR BOLTS 4" O.C.{ (TYP.) MIN 3" MAX. ANCHOR BOLTS POSTS a T/x MIN NPSE(L90P 0.0.) SCHEDULE 80 PIPE RAILS P/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES 1. THE C( 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 VDOT'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. B. 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 RAILING SYSTEM SHALL BE SUBMITTED WITH THE INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN ACCORDANCE WITH NOTE 1. 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 11. THIS HANDRAIL S 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 ERE�STANDARD HANDRAIL 105 METHOD OF LOCATING AND ERECTING 238 504 VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 7/11 601.05 WP-2 CG-7 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE BOTTOM OF THE CURB AND LAYER GUTTLRHSHALL 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 OR THE CHANGE IN STANDARDS CAN BE MADE AT GULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AD 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 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 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) SPECIFICATION REFERENCE 105 502 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 50D 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 WAIVED 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 STRAGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 W ID z 1u Z Z m J W z J N W W z J Cn Q J > W 0 � Q Ld O W OLd Cn ~ J Lu Z Q F O LL w O m N� 1..L Q \\ / I 'CH OF� 061>�20W r21 DANIEL C. HYER Y LIC. No. 45596, IONAL B� APPROVED DCH SUBMISSION NO. 6 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E O S-1 O HR-1 O WP-2 C4m2 O GAS CANOPY PADS PARKING AREAS DUMPSTER OTHER CONCRETE/ ASPHALT TRANSITIO APPLY TACK COAT SEALER TO n° M �.:.. . m" .:.7, CONCRETE / ASPHALT TRANSITION SCALE: NO SCALE SHEETZ PAVEMENT TRANSITION DETAIL IS BASE STOREFRONT BUMPER POST FLUSH SIDEWALK/PARKING AREA SCAM NO SCALE loe Convenience Architecture SITE AND STOREFRONT o GURHINI^s and li P.C. 351 Sh C Wry, C"ps % PA 16625 (814)23 6013 A FUGIO — WETAL COLLAR NUASKED '(1TK FLAGPOLE — GRADE mom DYILK FLAGPOLE FOUNDATION SCALE: NO SCALE venience A and Design P.C. IZ Wae Cba bum. PA 16625 (814)23 LEGEND POLE SLEEVE Cf%lAD HEIGHT SIZE A B F1ASE SIZE 40 I'- TNA. 48" 24" ODl 16" DIA M. 10" DIA. 1 42" 22" D0. 12" DIA SAND FILL TIIm FORD I Z. III. -111- a OFF i1'-0" OF FOUNDATION OF rouNBAIpN SONOTDRE 4 SWD FILL TREATED LUI,ER WEDGE (TlFj CAST-METEIACPE CDNCR LIGHTNING RODS BASE PLAITS FUR A,DZ DH THD LIEFLAGPOLE TAL SLEEVE FLAGPOLE FOUNDATION 0�-8" z w a W Za O U "p m >" OR a" DIA. STEEL PIPE WITH :AP DROTECTED ITEM DOURED CONCRETE 6" OR 8" DIAMETER PIPE BOLLARD SCALE- NO SCALE convenience Architecture 6" 6" PIPE BOLLARD and liP.C. 3515h¢�Way, Dayz6urg, PA 16625 (834)239-fi013 Q AIR MACHINE PAD NOTES: ELECTRICAL NEEDS ARE A 126-VAC 36-AMP 810 WIRE CIRCUITS WITH GROUND POWER CONDUIT FROM BUILDING TO AIR MACHINE IS TO BE RIGID PVC WITH FIRST AND LAST 10° IN RIGID METAL CONDUIT AND EYS FITTINGS AT BOTH ENDS. TERMINATED IN RECESSED 6" PVC SLEEVE UNDER AIR MACHINE USE WEDGE ANCHOR BOLTS TO MOUNT AIR STAND. BOLLARDS ARE 4' X 4" X 5°. TO BE PAINTED DARK BRONZE. FOR INFORMATION CALL SHERWIN WILLIAMS ALTOONA, PA STORE (814) 946-6161 MAXIMUM DISTANCE FROM FINAL GRADE TO TOP BUTTON ON AIR MACHINE TO BE 45" SIDE SECTION VIEW C��.CD7LI�ia 44X6'E DOWER C °ED FROt 6" HIGH AIR MACHINE PAD SCAB ND S7AU.R "I 1 PLAN VIEW FRONT %IEW 12-44 G Foe Convenience Architecture AIR MACHINE PAD DETAILS and -2iP.C. 3535heetz Way, Uayshurg, PA 16625 (814)23%213 E NOTES SIGN CABINET Q CONNECTION DESIGN BY OTHERS - ELECTRICAL DESIGN BY OTHERS_ I •" • I I 5' o I ram" CU. T OF CONCRETE PER FOUNDATION RR TURN I` DIAX42" LONG ANCHOR BOLT f (6) •6 BARS ON A A214 PATTERN WITH (4) •3 STIRRUPS A 6" O.G AT TOP far, rA THEN IV O.G. THEREAFTER 1.32 GU. YDS.OF CONCREQ'D. PER A4 CAISSON OPTIONAL CAISSON FOUNDATION I': s,ALE a f 3v n r�p'E'ua SECTION A -A rO NOTES L DESIGN IS BASED ON SO TO 120 MPH 3 SECOND GUST DESIGN WIND SPEED MAX PER IBC 2006. EXPOSURE C. 2. FOUNDATIONS ARE BASED ON A SAFE LATERAL SOIL BEARING PRESSURE MINIMUM OF 300 POP PER FOOT OF DEPTH. SOIL REPORT WAS NOT R8N8NED. ALLOWABLE BEARING PRESSURE SHOULD BE VERIFIED PRIOR TO PLACEMENT OF CONCRETE DO NOT PLACE FOUNDATION IN FILL 3. CONCRETE SHALL BE MIXED TO ATTAN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 20 DAYS, A SUPPORT MEMBER SHALL BE FREE FROM DEFECTS AND SHALL MEET ASTM AS00 GRADE B WITH A MINIMUM YIELD STRENGTH OF 46000 PSI FOR TUBE, PLATE AND ANGLE SHALL MEET ABTM A36. 5, STRUCTURAL BOLTS SHALL BE ZINC COATED AN$ UNLESS OTHERWISE NOTED. 6. ANCHOR BOLTS SHALL BE CUT FROM A36 ROUND STOCK EXPOSED SURFACES SHALL BE GALVANIZED OR COATED TO PREVENT CORROSION. 1. ALL VODS BETWEEN COLUMN BASE PLATE AND FOUNDATION SURFACE 644ALL BE COMPLETELY FILLED WITH HIGH STRENGTH, NON -SHRINK GROUT. 8, WBDS SHALL BE MADE WTH ETOXX ELECTRODES BY PERSONS QUALIFIED IN ACCORDANCE WITH AUB STANDARDS WITHIN THE PAST TWO YEARS. '3 STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 6B WITH DEFORMATIONS N ACCORDANCE WTH ASTM A-906. WELDING OF RENFORONG BARS IS PROHIBITED. IO.THB DESIGN 18 PROTOTYPICAL AND SHOULD NOT BE USED FOR 817E SPECIFIC APPLICATIONS UNLESS DEEMED SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER 1" HEAVY HEX NUT I" DIA.X42" LONG ANCHOR BOLT I" HEAVY HEX NUT, TACK WELD TO 5OLT ANCHOR BOLT DETAIL NO SCALE W z J N W g W z 2 z 0 �/ J ^Q % LL Q Lu z L J Lu Q _J z_ (D ^LLJ I — DO J I L_ Q z Iw Lu Lu Z z ui J V J 12-12N CLEARANCE BAR DETAILS 10 13"xl3"xl" NO xaLE TY I 3116° STEEL BASE PLATE II/4" DIA. HOLE TYP. �,TH OF lK `i w�� 6"X6"XI /4" W-D �1� — — F STEEL TUBE r O 06�>�202> 2 34X34XI/2" a 6"Xb )a 4" STEEL GUSSET U DANIEL C. HYER STEEL TUBE O O LIC. N0. 45596 Z p 3`X3"XI/2" A '= STEEL GUSSET o I' DIA.X42" LONG BASE PLATE DETAIL to AL d ANCHOR BOLT NO SCALE 13'D43 Mo STEEL BASE PLAT 1/24 —tom APPROVED DCH PROJECT: d NO SCALE a STEEL GUSSET SHEETZ nn N` 3UBMISS 6 A CLEARANCE BAR DESIGN INTENT UP TO 120MPH MAX. )ROJECI 1903600 - _ HIGH STRENGTH, " d V d d NON -SHRINK GROUT 1 =I CLIENT: SIGN COMPANY (IDS T H E W 0 R K O F e �� �*{jj�J /z" �' c AMFER F- 5107 MML Amroa, AL78ORAa PmQNBVTVANU 16801 LINE + GRAD E P88NC (514) 90-8887 VAX (814) Wa-8BYs ANCHOR BOLT PROJECTION DETAIL GLISSETT DETAIL s"t' 1 ` HMA Proleef Number. 12-0282 NO SCALE NO SCALE- I nATF. _ n...Wt,... ld—...- C43 vww^.�$-m`..I-=% ° ..^-^' • ^c^,a "-°"w°-',:^.vw' ..". < ' o "o"p�.°'�".' M. < - ac , aZ =, -'im+;'^-_ Y .'s u^i^. ,, ,�, rr-Pa•^+"Vr"B4g. _ a :1° - 1e_it, i�: gC` 95 ..'r1 $, It in. -'"911At'_ rs :° W e, :,n " .F 9: i��e. =n s - ° e `` ° °. i e' ° n : - •° ' •.° a" ? -0 WIDE CONCRETE SLA _ o - •. _ r "`' �° " zn s a a6'; - a� '� , ,: a o. .. m m.am n ° .. a 3'-0"x6'-0" CONCRETE PAD - _ _ " " - _. _ °V:1 ° Po ,e L - Ave : ° ,. - m ° '• ., , s FOR CASH/CODE ACCEPTORS AND TRASH to , . , , , - ' - - • , - , j-; ° _ ° o '< _ . ° _ a TELLER- - 6.: be same height as curb Ott. TRASH CAN CONDUIT STUB -UPS FOR CASH/CODE - - <. .-'. . `! - '" _ .. .. o - •d° ��.—�-4.. ...a—' '�:_. ...L� �T.... �.—T °t — affiI Rin Ps.°' Ih ° , ' It ACCEPTORS to be 1'-0" off edge OF PAD and � � -�° ° •� �" ° n 5'-7 3 4" off centerline of wash bay of pad a in 4 circle - - _ _ - - - - - - - - - - - - - - - - - - - _ - - - _ - - _ - - - - - - a p - ° o - e R 10 FACE OF CARWASH SEE C g: } ^ d • AR WASH BUILDING PI ANS FOR HEAT RUN n ® aD OUSS UELESS ENTRANCES BOLLARD I°� I _ x m 1 LAYOUT 4 STAINLESS \ ( ) : ' _ - g., to I s a� • ' $ : ° ° " _ 'x STEEL BOLLARD n 1._O. I ..° - - "„ L F OM FA _ - • _ - ° f:.• 16'1 9'-- 4' 16' T" I FACE OF. BUILDING '.TO FACE OF TRENCH DRAIN ° x® '° a 1° ° o °�• I-10._D..X 20'-0" HEATED °'a° ° - •• ° '' ° FNTRANCF APRON I ------------- I - ° CARWASH CENTERLINE — — I -.. -. — — — — — — — — — — — — — — — — o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i I — - -- .r ( f -HEATED EXIT APRON le o ` 20'-0" FURNISHEDE&A INSTALLED ED UNITIN — -ZURN TRENCH DRAIN .. _.__ �'" FROM. FACE OF BUILDING. TO FACE OF'. TRENCH DRAIN FIELD BY GI C. �.. a�P'a •. � MODEL. 2-886 SEE DETAIL BELOW ELECTRIC SERVICt. E ENTRANCE \ �• C°@"p m, a �' I • •. ::�• � III - FI OOR It - ZURN- TRENCH .DRAIN HATCH I `F:'+'.t':i::. I I ""•'•0«!:�_ I \ ° ---�-- - — - - e• cuae = - MODEL Z-886 SEE DETAIL BELOW. 4" STAINLESS STEEL BOLLARD -- :c • • - — - — - ".'Y T. - — - - - e ' - CHAMBER 5 CHAMBER 6 (OUTSIDEENTRANCE1 - - - _ .hIAMH_K 1 AMBER 2 HAM 3 ER h - - It c I I c I I I I J :-- � c CI IAMD ° L J I° 3° a°a,: °. ,➢.'d. I °.'.9� re ° 'I l ,•.• .. •� = � 4•o a : 'v11 IL -I' I`J-I �- n - -- I AREA TO BE BACKFILLEO TO HEIGHT OF FOOTING AND: TOR' "° - - • - ' ° ° ° COATED WITH THICK C STONE BASE ° �'L i" GAS SUPPL I A 6" LEAN 1 •.ate _ e .,,.. P - z,: �.. •>- ,T :. m $ It It 911 STUB SUPPLY & RETURN' THRU I ." - - - - _ TANK 1 _ �I �I II II It Ill Jl 11 :. ANk BASE FRAME FOR CONNECTION !- - I - -.•� - - - TODRIVE SLAB HEAT (BY G.C./ L_------_ WATER MAIN- -. ------ . gQ nx . - ' 9 a _ FOR IN FOUNDATION W� I _- - _ - " &g 9 5 ..,Pj 1c V P a� ® cs' °• ° I _ - SCH 4 R WATER _ a [°v, 0W NOTE T'. 1. 0 FOR OZONE W 7 • _ PIPES BE INSULATED OUTSIDE THE WALLS .FOR CLARITY AND ° I - - a L-------_-_---.--�------------- P SHOULD BE .INSULATED AND INSTALLED IN SUBBASE `.,,- a Ina _ ° ro m ° z °µ fir. a e s. a - -. - - - ""gil�E , ,�:°o�.� " :°a°° e' meo 9e: < ° 'da°i =m 8" BELOW 4' PVC FROM CAR WASH d x- °� ' : :. m n n ° ' aI. a g ' . a •' CONCRETE WALLS :R ROOM TO INTERCEPTOR TANKS TM ° _ m �-gin ➢ ii.- - � ° °, • .;'b'�e �.i"'s"-". :.1 ,;°R-..` :r, '. • x e 8 _ m - ° 9 ® vtl.:•°1 9 �;k m-fie$ •° 41"°° .. • .: b e, - ° ° ° ., «"E ° y; v ° °r:, mxo-� x = °° . 1 -,-9+en a8 g •= ° � ., L .. a 1< : } �' _. , • o _ 1 . ,� . x rx%6' ° 11 s o' 2. a ° ' n 4" PVC FROM CAR WASH e n F d' m — 1 "`PVC SCH 40 FROM UTILITY ROOM FOR >: 1 `4. TO INTERCEPTOR TANKS ° ^o WIRING m d : :,•o I. FLOAT a •.x, a 1 ., 1"OZONE FROM RECLAIM a d tt e� ° 2 — 2" SCH 80 RECLAIM LINES 18rrp� g o s sm :• x ,.. - xQ [ ° - r°r.° Y .. , . .a° cd°_ I$ ° e •. `_ s mb v " a d , EQUIPMENT IN CAR WASH UTILITY' _ '' F OFF BOTTOM OF TANK WITH FLAPPER ROOM. 18' FROM TOP OF TANK >• $"' °,'I g TYPE CHECK VALVES ON BOTTOM AND: NIO q — a � ] ., e a� „ U N d s S o .g ° /J 'I FA av Ix R:e4� -ii i,° : Io �T, b w � • 1 m " • • R� r. +a V ➢� - _ ie �=s° ' TI. I. I,T I'".:°' U:�;T, 4" ( I •t r N — C I h TRENCH Z MODEL 886 TRENCH N0. 8609 WITH REINFORCED GALVANIZE DRAIN SYSTEM D STEEL SLOTTED GRATE (RFG) f p : NO. I - ° . ...1 '. ° u o s: °� >sa 'a u tta m E y x !r o ° °w • e4`!> $ a m :. 1 vv�Ra ° n .,v,m.J� n°a -'- - , a.. °m °" '°, e;ls en ;.. o➢,a e r I€ ,,g�`'°° 4',°a'z'o °. oa ° ., ° °. v ': , j..v ^4.N � 'v« ➢: ':� a � my � �''G �. _a n :a°: b �a a _ 4 ..-: _: c c-.: Fa" n e -iF°: lo, o'A °x°`wA u'u a�': �e 9 TANK PRECAST'CONCRETE TANK TANK , sg e° �' a -, _ ° p o"::... - x : 1: k °° a' mF a 1. ' • a ' x ° m. m `ea " s ° �i9 sd �i�u.,a °%A - _ - „ c � sr' _ tvv ° m •,e 51' ' sr I: °g� s e ' mA °�" b � e d ,� d°�M.� °.' ° ° ;o `°.n_ a "s a pl a e, w 1 a " rt' :a x ° 8 - '` v ' • 7i0 ed° 4i :ii >a a m °s °a e .� . ,�, ! xA q� ° �' a .: �. • x. _ ° +,a -A +:ems �m-I`M,, :AIR -VAC MOUNTING PAD NOTES: ° ° " e °'` a .- __t. i9 4 - F• °x."''WIRE CIRCUITS WITH GROUND jj 10 o 9• loll n fa ELECIRICAL NEEDS ARE 2 120-VAC 30-AMP ' e ' : n� n so'a. a ='• a= '-*a�^ a "s`$_ r " , " - x I c e� ®!I _ - _ _ T FROM BUILDING TO AI MACHINE IS `� POWER CONDUIT O R IN m; ° •e,g',° >e 3 0 x6 0 CONCRETE PAD a ,. a AIR T " F ° .. - 6" TYP. =e . =�R'ME BE RIGID PVC WITH FIRST AND LAST 10' IN RIGID {° n FOR CASH/CODE ACCEPTORS AND TRASH to ntErnL corlDulr AND Ers FITTINGS AT Borth ENDS. e sl m , - _, ._ I - , TERMINATED IN F 6 P EVE UN AIR TELLER be some height as curb �A MACHINE.ED Pe " I •�; ., V RECESSED VC LE UNDER R S E 6,—p mx.��, ' a °.__g ° :LOOP FROM AIR STAND TO VACUUM WITH RIGID :METAL CONDUIT STUB -UPS FOR CASH/CODE ! O �`•-f °' CONDUIT ENDING IN RECESSED 6" PVC SLEEVE DNDF_R TRASH CAN „ r I sm VACUUM. TERMINATION BUSHINGS TO BE INSTALLED AT ACCEPTORS to be 1 —0 off edge OF PAD and -^ BOTH ENDS. 5'-7 3/4" off centerline of wash bay of pad I , Fol ol Fo0 . :: ;., „ -ao 's. USE WEDGE ANCHOR BOLTS TO MOUNT AIR SIAND AND ° .i 'e° �°: e _ @a m a 4 circle I vnccuuM_ • -O ° •J,- I ° °g: CURB ,r a' BOLT ARDS ARE 4" X 4"X 5'.TO BE PAINTED BRONZE - I w _ _ s .. 4 `• - :.. ug ��� TO FACE OF CARWASH 2'-1" _ .+ • -r• • . .. _ ... �f age -���o^�� v 14 2 1 t e - - .:.. • .. a . .-.- ... e•. .a. . a° .. rr r ' 2 2'— 10 i -_'10" —10 rr to • e A " - It m - = Sfia`iNLESS STEEL BOLLARD . 4" STAINLESS ;m 00 v U(SIDE FNTRANCE� s°, I ate '. X 4' x s BOLLARD TVP. W n - STEEL BOLLARD -v M,Ia � mall- ° " ` CURB 7 o v 10'-0"X '20' 0" HEATED m �.° •, .1 1 0 �^ m. Ln ENTRANCE APRON = ° It s e n1a Moll' °�' I ss Ise n ° 1 a e. ° ° a v ° T y .E ° _ n s I I N N DO CARWASH CENTERLINE -- -- — A 1 —h 1 6 1' 4 1—6'1'-4'1'-6' —4' 4 ° °��° P P."s• ' ,y a � ° .� °.° x =r• a .. IaI° 6 " wa „ e .° o _ °," _ .. 1 s ..x :os ram, -°a ° 4 •. W - ° I, @a '.. a.?v (i mom.It [ .�, ,• ¢tea° A •^ �'.( •-" :.m si x't :I , m°m n - A° ' A ° A °�£ bR P P Y � $ • ° C •7 8 &]ilYw"•W' 3:..0�,1 5 � MIM s HOLE - DRA•0LIN DRAIN LINE (F8 BY OTHERS) PE ,✓„ hr t'm BYOT-ERE � r„ y , 29 x B,- ,y 0 w Try€ tt _ ° n d1 i6' o.. . w sac (3 End View te ° .-a rs r g a- y�G _„Yv1A S`6vTt; �e •q+l '� IT- x 'm� 9z •,- - o�qa _ g :gym •3m ;. _ - 1 :p b It 8 JProes h .IT- If Level 1 1, 1/2' - V-0' s Nk47 . GENESIS Sheetz RequirementsI �,. III �� - — - -- - — — Pre -Cast Vault IefaeDale Author A101 www.gwwash.com . Chedmd paedmr soM VC=1-0• -.- (D V LU W Q V / w z 2 z Q U) J > w LLJ Z 0Q O LL (2/ vJ _j LLI orz< O LLI /^ LL CIO Q orQ U i 0 061>�202> DANIEL C. HYER a LIc. No. 45596e /OVAL APPROVED DCH SUBMISSIONI Nlr 6 PROJECT 1903600 T H E W 0 R K 0 1 L I N E + G R A D E C4m4 4i j , 0 535.35(EP) � i��// / � �ii/�ii // /ice/ I „�5 ice/ iii/ ii//i/ x/�/ j /�� / TMP.32 -399 �PPRO Z 1 /F JOS COMMONWEAL FH OF EPARTMENT OFTR NSPORT4/TION '3 IAN D.e 644�� J O TP I n + /� / � \ D. B. 4574 P. 676 I III I I I I I I \ c I ' Zt Wq.X/ V P.151-158 I I I I I I I I NEW EMS I ZONED: Cl COMvMERCIAL 535 3(EP) PRESENT USETENTION POND 5 417 j X4J 4/, II/I/7I I I I x I i III X-5 (EX t/DOT ES-/) EX ,TOP541. 6� l l I I I I / X ' / INOU y \ INV. 538. B2 INV. 529.79 �` /// /. - - pity wV I / / /� // �� /� NOSE DOWN CURB Q�2 ENTRANCE INSET wV WV 2i �C\ /\� DEC. \� 1" = 20': 0 20 40 / i/ j/ //� x-3 (Ex. GRATE) ---` , TOP., 534,55 i i // INV IN, 529.40 x I / INV. OUT. 529. 00 i EP 536.( EX SAN MH i i : RETAINING WALL' b TP 536.. / / \ TOP. 537 ' NV. IN 52Z80 (LAT) / MAX. HEIGHT: T / GP INV. IN., 527.75 / INV. OUT. 527.65 48 553 8 x ' SD-12 ' / \ \ GRAVEL l / / _ / /3 542 INV. IN: 538.10 (SD-13)<- \ ,BW 538.75 ��„5-•-53� /TW 545.75 BW 539.5C h h CHANNEL B -� 4n Tw 545.75 Vb hX 0 54'I NOP� BW 539.98 -- - _ p27.4 tf' S42'�•5 =-TW 545.75 ; 54556 545.14 I: � I wiw ADA ACCESSIBILITY NOTES TP U))I= U) 1. CONTRACTOR SHALL ENSURE LONGITUDINAL RAMP uj SLOPES DO NOT EXCEED 1:12. TOTAL RAMP RISE - �Iz z r SHALL NOT BE MORE THAN 2.5'. 1 535.73 (EP) z IN <w 2. CONTRACTOR SHALL PROVIDE ADA LANDINGS AT ALL LOCATIONS SHOWN ON PLANS AND AT THE TOP AND 10 .17 I 5'Ii D / a > BOTTOM OF ALL RAMPS. �! / 3. CONTRACTOR SHALL ENSURE THE SLOPE OF ALL ADA LANDINGS DOES NOT EXCEED 2% IN ANY DIRECTION. ADA LANDINGS SHALL BE 5' X 5' MINIMUM I� TMP.32 3BA I ISD-1 1- - _ - DIMENSIONS AND SHALL BE CONSTRUCTED OF A H M ✓R 0�✓UN�i( TE�RY 1 ' 1� sf�RIM: 535.63 1 x-2A (EX CRATE) HP:536.181 HOMOGENOUS, SLIP RESISTANT SURFACE. D.B.4574 676 �` To 533. 58 3.629 P.l04 (PLAT) INV. OUT. rV.B3 N ^ N 4. CONTRACTOR SHALL ENSURE CROSS SLOPES DO NOT ED: Cl COMMERCIAL h 2 / I EXCEED 2%. 535.89 VT USE. COMMERCIAL ; Ex. Sty Asphalt M h� '� E� P X-2 (EX. 5TMMI 2Y CONSTRUCTION ` TOP: 534.53 5. CONTRACTOR SHALL ENSURE NO CHANGES IN LEVEL TOP.,34.4Y�� N IT (D.B.5293 P.78) INV /N, 6.0 (LAT) 'I j 4 P I I INV //V- 52B.33 ( GREATER THAN " OCCUR. NECESSARY CHANGES IN 1N 525.72 534.31 RS `�� M ,b N INV. IN, 528. 03 ( 1 INV. OU : 25.67 2t<' h ,� N INV. /N� 53L78 (,� LEVEL GREATER THAN �' SHALL BE BEVELED WITH A S I / E j /� / g' SLOPE NOT STEEPER THAN 1:2. PIN• E50 6. CONTRACTOR SHALL ENSURE THE CRITERIA ABOVE 0 01 q OOZE v i A SE I I ARE MET ALONG THE ENTIRE ADA ACCESS ROUTE SHOWN ON THESE PLANS, AND ANY OTHER SITE AREAS Ep / EP535.18i / I SUBJECT TO ACCESSIBILITY REQUIREMENTS. SEWS ' TC535.68 LP: 535.53 N SITE GRADING NOTES: Lu C SD-B SD-8 '�3ff SD-C 1. CONTRACTOR SHALL MAINTAIN AN ABSOLUTE RIM: 537.84 ° �c 9 1- E 5 8 _ MINIMUM SLOPE OF 1/o ALONG ALL FLOWLINES. \I \ Q g \) °3f5/43 _n° , 54/ EX /SAN. /pf 5,.44 6 D.E3597 .162-169 SD345 I TOP.' 55/.8/ INV. IN 541.31 -RIM:547.546 INP A -- / INV. OUT., 5411 IN�INK �f °.54%6.91 1 5\4\-TW 545 5 \O�l 5x43�.99 RSD-10 0NA 4.92 IM:544.26 SD-14 $/54550 SD-9 RIM:547.93 546.25 \0n, 1�,5 42S.xINVIN: 538.17 (SD-0) 1AZ7 X I\ \ �N SEW 544.08 zas. p l F I SQ •. 547.10 545.53 \ 5 yQp TO SAN MH (v 9 548.24 548.26 545.24 F TOP. 42. /5 \ ^ , ' Oe ° II RO AN 547.78 \ S S INV. /N� 54245 \ ( � CURB OUT 2 ,Z.-545.69 p INV OUT 54225547.96 548.4.1 \ 547.98 " TC 548.46 ° 9 58.39 547.75 HP: 44.19 4 STANDS O DEC. UNDER 6F 1 °, ' TC 548.48 SHEETZ STORE ' /'"1 \ .1 >\:\ °, _ I 544.13 LP: 544.0 I \ 548.08 FFE: 548.50 C ° LP: 548.24 > ' SD -A - > / SD-11 I e LP. 547.37 6' PVC - L >. ° I RIM: 544.35 \1 HOPE '�. TP / 544.25 y5% ' 549.07 RIM:547.70 _ _ NEW 'PARCEL X'� W } 550.93 550.73 � 548.97 -' AIRPORT AUTO 1T7I/ES ENTS TMP.32-40 ?�1 I I IIII I 9. - �- A/RPORTAUTO/NVESTMNTS,LLC W 1 �, BMPA ,8- P�E2_LC \ i D.9.5189 P.548 I Q 1 ti III l� 1 SEE SHEET C7.5 SD-15 D.B.555/ P.265-272� PLAN - - D.3503 F. 180-187(PLAT) 1 I n / FOR DETAILS _ INV. IN: 544.42 (SD-16) 49- 53� B.C ✓ D.B.3/92 P.264 W w " Q? / ' ZONFQ D.B.27/7 P.3/7 xa (EX.cRATEI I 1 p FO RESENT USE CC�MERCIAL i D. B. 2284 P. 385 TOP., 556.35 I1 J 544.25 NIN.,lo-a'I > HWPB.XlVP.15/-158 ._ I I \FUEL CANOPY \_ !>' 1 /NV. IN 544(S) HP: 557.01 HWPB.X/V P.20O-207 /NV. OUT 544. .15 l5 (M S S, A - - - - � � D. S. 715 P. 634 (PLAT) \ S � _ \ \ ° ZONED: HIGHWAY COMMERCIAL (HC) - - - - ss I' s� Z �- ��1 _ �� - cn PRESENT USE COMMERCIAL I - _ HP,552.80 ' .55 \ '> a 852.50 � CHANNEL A X-7A (EX. GRATE) \ .I - .. 548.36 I °� >. 1 Top. 559.43 GRADE BERM AROUND �s - 7- a SD-3 GRAVEL INV. OUT.' 550.03 EX, STORM STRUCTURE \ HP: 557.01 � •- - tJ �� CAR WASH 548.00 y ° w- � RIM: 546.21 \ FFE: 549.60 ` "� L, \ I I EX VDOT DRAIN ES/\�I HP 548.13 PRO✓ #0649-002-/58 I ,\ 7° •C�,�' e��.. - >- r-. \ f EP 548.01 i:-:;1 \ � TC 548 51° 547.88 I - - -°- ,� 548.19 548.10S• \ ; - 46 ,''.o • '%i: ,'•)� P. ` � � 548.39 Q :g EP 547.92 , !' W >.. TC 548.42� 1 / it ••'; ,.�..' •C� >^ .�;. �: o •551.66 551.38 550.10 'r A' �r • I 548.14 \ 546.94 ° `r. '; •," \ W 549.29 548.44 548.19' 15^ v 546.48/ 15" HOPE .: a .. r:,, y:.;:.:. •,':;' '•:''L -\ �- 550.98 ° 548.00 547.74 SD 5 i r i . 551.87 I I CURB CUT 1A / , HP 45 8.30 > 547.67 RIM: 548.00 SD-4 74.4 1 °° CURB CUT 1B \ \ \ ♦a m 548 RIM: 546.65 1 I I 552.64 I SD-6 `s �� \ EX SPR/NT/CENTEL 8 OVP a` 546.75 546.64' PROPANE TANK 1 550.84 6 RIM: 548.06 \� 0 PR ✓ # I - -�- f.. TL r) 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CROSS SLOPE OF 2% ON SPILL CURB GUTTER PANS. I 3. CONTRACTOR SHALL PROVIDE SMOOTH, BLENDED I TRANSITIONS BETWEEN SPILL CURB GUTTER PANS 539 SD-18 AND STANDARD GUTTER PANS AS SHOWN ON PLANS. 538.67 0 SD-7 m\\ RIM: 539.66 1 MINIMUM TRANSITION LENGTH SHALL BE 5', OR AS ( RIM: 537.84 540.03 SHOWN ON PLANS. 1 4. I CONTRACTOR SHALL PROVIDE NOSE -DOWN CURBS ON o I ALL TERMINATIONS WHERE PROPOSED CURB DOES 540 I SD-19 NOT TIE INTO EXISTING CURB. `� I RIM: 540.25 S W M C X 28 (EX CUL LERT END) ° UNDERGROUND f `INV. IN 536. 10 DETENTION I 2 o ` l�s i / o ?� 1 I j 1 �oo�ti SD 2 I I RIIM _540.50 I 1 1 � I 1 1 1 i witne A f&T� / wimesb II 1 fiber 1 wdge sC lel �� jS Berl M o ztz 7 I n0 L 1 � N`VI IIIIII � � 1 1 h 1 5 Itw48' 1 � BOL I a TP 1 1 I i 1 49 z flC Lu Lu Z U' z ui N LLJ w z C3 Q J> z f� Q W z O --n 0 � 0 J z_ Lu Q Q 0 LL LU ` J DO Q z Q 1 m 547.15 wk a i 1 1 1 1 TH OF 1 Slay I 1 SS 556 549 / \ "wQ 1 sI 1 1 EX INV our. 5L96�P Df elol BI I y S O / / / 548.15 . e ° ° °' , > ° 546.97 ri / 543.56 (EP) I I �� �r 1 S l \ D I MATCH EX. CURB IN O D3�>�202> /1791� 1 S 551.31 550.04 11 554.47 S� 55 / 549.36 549.12 ° ° fI� w= LINE AND GRADE )j 2 48.7 U DANIEL C. HYER 7 � . /� / , b:�- �i / bye=45.2 LIC. N0. 45596 S L n YT/CEN L S �r�� > 1�.J 'rS i � 0 -15 I I °' ° HP. 549.56 - I A I 553.78 554.47 S "" HP: 550.55 549.86 - 549.60 548 69 LEGEND. I ` tw-48.7 trofflc// // sP le U O /O5 STANDARD/ACCESSIBLE q1ONAI Etiyd Asphalt /M M - - -- - -- 550.29• • bw 47.4 vault v PARKING COUNTS 555.50'10' BUILDING/PARKING SETBACK LINE, 5STANDARD CG-6 5 51.61 5 _ 550.34 _ o APPROVED DCH _- 556.50 N55°39'57"W126.99' SD-17 / 555.10 N ^ 552.31 - ® CG6SPILLCURB SUBMISSI 6 7 nnl nir -RIM:557.23 - �_ _ _ _ - - - - 554.63 551.55 r+� \� I ® CG-6 TRANSITION CURB PROJECI 1903600 557.17 ® ADA PATH AND LANDING s `s `<s `� BENCHMARK N 55°02'36" W l7. ll' X_2C � o ^r Q s sv -� o N.' 3935947.50 \ \ TOa 56.60 T H E W R K F X-8 3 \ \\ \ E 11501413.09 INV. OUT. 542. 35 TOP., 556.88 SD-x8 ` XO s STA TEi?OUTE 64 9 (A/RP RT RDA ® BMP SOIL MEDIA LINE + GRAD E INV. lN.' S4958 \ TOP.' S54.73 cS \ - ELEV.' S47.89- INV. IN 549.2i-RIM: 556.62 ti INV. OUT. 550.98 AMiz'HUIV. HOW WIDTH., s Sc� CONCRETE INV. OUT 548.33 W I \ \8, 600 ADT GRADING AND DRAINAGE PLAN C5mO 1" = 20': 0 20 40 ACSA GENERAL WATER & SEWER CONDITIONS JUNE 27, 2019 \ ` 1 I SD-1 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE // \ 1 1 1 NEW VDOT MH-1, 7' I.D. CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. / r;- 1 RIM: 535.63 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF �, 1 1 INV. IN: (SD-C) \ CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. INV. IN: 531.78 1.78 (SD-18) 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE 3 \ II 1 ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER APPROX s wa TERL 11VEESM (�G TMENr> x-24 (EX.cRarE) CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. D.9.696P.335 AN D.Y 64 IP213 TOP 533. 58 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. \ 1 �\ INV. OUT.- ,yam 83 1 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). / �/ / AsphaltN 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE I \ ` I NEW EMP(IRARYCDNSTRUCTIDN / EX. S�MH M l TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER EASEMENT (D.B.5293 P.78) \ TOP. 34 47 M ' INV /N: 326.0 (LAT) N /� LINES, ETC. I x I INV. 525. 72 /NV, 0U . 5, .67 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. I EX OR/PLINE I 1 / 9. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE 1' � \ ��� E5M 1 EXTENSION OF THE LINE. X-4 IN, ,15a / EX VOOT RISER 1 DR nAoZ EX /5" Y ;7�_ - R � 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.uDorEs-/) TOP, 541.64 VDD p6u G SD-8 INV. OUT, 538.82 INV. OUT, 529.79 �� x E #' X DI-3B, L6' - 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS P EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). I `\ / I ff \ SD-B WE / RIM: 537.84 5E f INV. IN: 533.48 (SD-B)f 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT / 48" DIA CONCRETE RISER WITH TRASH RACKEX. SA ff INV. OUT: 533.38 SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF / _ _ RIM: 538.50 f tf THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS X' / X-3 (EX GRATE) INV. IN: 533.67 (C/O-B1)lo _ 3; s // / TOP 534,55 / INV. IN: 533.67 (C/O-B2) / 8 INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. / INV IN 529.40 / 5 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE i /� INV OUT, 529.00 /� INV. OUT: 533.57' - TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS / < EX SAN MH /�/537 ` TOP, 537 i X / 15" HDPE 15 HOPE INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BYTHE CONTRACTOR. / SD-13 = _ V. IN 52Z80 (LAT) /NV IN 527.75 / l 538 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE - - • DI 366, L4' 48 553 `r - _ INV, OUT.- 52Z 65 8. /4 ' \ � ' SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS `v RIM: 547.28 - /R (� BMP B NEW SWM FACILITY ESMT � DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE INV. IN: V. OUT: 538. 9) CHANNEL B � SD_9 SEE SHEET C7.5 / INV. OUT: 538.94- (D.B.5551 P.265-272) f� FOR DETAILS CONTRACTOR. / i / i �f� 5 VDOT ES-1( 15 ") 5 g 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. �� L �„� - / INV. IN: 538.17 (SD-1 / SD-7 col ��i� PROP. LATERAL CONNECTION- TO EX. SAN. SEWER 2�7.45 h� 15 �OP� r -- q it; ` i 40 9 - RIM: 37 84' W v / o o �hh l Ex. 2a/SAN. SEWE/7ESMr S 3�ff INV.IN:533.04(SD8)- 0 O.B.3597 P.I62-168 f 1 SD-12 INV. OUT: 532.94 TOP.' NSLB1 l i VDOT ES-1( 15 ") (p Jr43 y� INV IN ., 54A $D-14 �f / INV. IN: 538.10 (SD-13) - - --- 544 °4o \ SA1 l X OR LlN NV our. 54L1/ VDOT MH-2, 4' LD.` \ / CHAR RIM:547.93 / m INV. IN: 539.45 (SD -A) 5' HDPE �� SD-' . INV. OUT: X� 1� a6 DI-3B, L10 / �' �° ��► r e RIM:544.26 y �- 'INV. IN: 539.70 (SD-11) 6" SDR-26 INV. OUT: 539.60 � SAN SE PVC TOPEX S560./5 \ ` ' INV, IN542.45 BMPA (TYp) (4) 4" SHED. 40 PVC ELECTRICAL CONDUITS TO BUILDING INV OUT. 54225 \\ SEE SHEET C7.5 ., 1' SS-1 6" PVC LATERAL SHED. 40 PVC ELECTRICAL CONDUITS AR WASH FOR DETAILS PmQ� c> SSMH, 4' I.D. INV @ BLD: 544.33 I 9 \' ^ YO A SA (2) 4" S CTR AL TO S 5 �F , ,,. y . �0 a RIM: 547.85 \ -r �4 r - \ ENCASE GAS LINE h (D INV. IN: 537.76 (SS-2) L' L - - P w �` e ° SEE SHEET C7.5 FOR DETAILS Y N 0, C ,4i0S SS �� INV. IN: 537.76 (SS-4) DEC. UNOEi7 6".l�1\ o' o INV. OUT: 537.66 SD- A SD-16 48" DIA CONCRETE RISER WITH TRASH RACK VDOT DI-3A (CUSTOM SHALLOW) I ', .d° 1 SD-11 RIM: (C/0-A44 75l) r RIM: 547.70 L 1 DI-3B, L& INV. IN: 539.92 (C/0-A1) ' > INV. OUT:539.82 C B' OP 9 /0-1 INV. IN: 544.71 (C/0-1) ��'r 9 RIM 54435 r 1. I i. :544.61 - �� f I INV. OUT:540.12 ( y N INVOUTI 4" PVC LATERALS INV @ BLD: 544.33 3 111 N� SD-15 0 SS 2 I w o\ VDOT ES-1( 15 ") . O �> / ° SSMH, 4' I.D. \, INV. IN:544.42 SD-16 -54 w ( ) 0 -RIM: X-7 (EX GRATE�I \1 I � INV. IN: 543 1 6.3INV. OUT: FUEL UEL 1CANOPY INV IN s4765(W) �AWCELTOP. a INV, IN 544.30 (5) 2 GREASE TRAP Al2 ORR INV.oUT. 544.15 (N)\ ; I �s I. INTERCEPTOR TANKS \ _-- -- PHASE 2, L C � I ° �l� P` ° LIGHT POLE - / \ SHEETZ STORE - Q, , 5,�/ P. 27 (PL�T� I \ > \s , 1 (TYP) 4" PVC TO 6,077 SF 6 353 aC ���QI xaa (Ex. GRATE) � - - � _� to - '�> 'Lill I � ° INTERCEPTOR TANKS FFE: 548.50 � > a , � D: Cl CIAL � . r D E CHANNEL A 1 TOP. 559.43 \ \ _ S' ,I : - $D-4 INV, OUT.* 550. 03 \ CAR WASH _ _ _ ' GRAVEL FFE: 549.60 1 I. ' ° , VDOT MH-2, 4' I.D. i-- EX VDOTDRAIN Es cp, ° RIM:546.65 PRO✓ #0649-oo2-/ Q ; INV. IN: 539.05 (SD-5) \ I ' I� ._INV.IN:539.70(C/0-5) INV. OUT: 538.95 S ''.J P•'T !cb SLIL T t•• •} CJ I I '•°:.:. ;.'.. 1J' i"..J, 1., %e:>.; .1••, .:: !.'r�'e ', 'z.��`r 1 O °i. '• n I 'a I .n I , I Q� 1 / 3 � � Q! e a 15" A 15" HOPE \a .,:1 •.: .°,; ',. , .. . '.J�` :.r. r.:. .L:.::.;" \ off° W I v. II � I I ,, � .• ° '° � m ' I IR SD-6 ° ; •► Q� ; VDOT DI-3A 74,4`rL\ ; (2) PROP. 2" TYPE "K" COPPER RIM: 548.06 VDOT DI-3A N Ex. SPRINTI WATER SERVICE LINES RIM: 548.00 FNTEL 8 DVP 1 I I INV. IN: 544.17 (C/0-3) INV. IN: 543.66 (SD-6) \ PRo✓ #0649-oo2-lsB PROPANE TANKl+ SS2 S INV. OUT: 544.15 INV. IN: 544.41(C/0-4) �, N o I� D I � S 00 " 1 1z, X-2 (EX STM MH) HC /N 1 TOP,. 534. 53 P / N INV /N 528.33 (W) 1 INV. IN: 528. 03 (SW) 1 1NV. /N 5,5178 (S) INV, OUT: 527.8J (N) 1 N SD-C VDOT MH-2, 4' I.D. WITH WEIR RIM: 537.17 INV. IN: 530.10 (SWM C-OUT) INV. IN: 530.00 (41N PVC UD) INV. OUT: 529.90 CONTRACTOR TO RELOCATE C( LINES AROUND PROPOSED MA f SD-19 I INV. OUT:536.00 •15„ RCP I t� 1 40 I� 1 I I 1 �I SWM C / X 2B (EX CULVERT ENO) I INV. /N. 536. /0 DERGROUND I I SD-18 )ETENTION � VDOT MH-2, 4' I.D. RIM:539.66 INV. IN: 535.46 (SD-19) jl INV. IN: 535.36 (X-2B) I 4INV. OUT: 535.36 I II € I 1 I SD-2 I VDOT DI-1 RIM: 540.50 I I I INV. IN: 534.33 (SD-3) I I „.7I, 1 plc 1 Ly I I I _;f flJ ,�, ►-� I 1 CONNECT TO EX. POWER POLE WITH / , f MIN. 150 kVA GROUND MOUNTED H TRANSFORMER •/ �J i ?54 � 1 I !u/ Af&T� / y,ilne9b 1 / aI 1 wd sC 1 � m = L 1 o I ,J 1 N I I • o/ /b 1 � �Tlrl I!�1 I � ' I SD-3 qg 7 1 DI-3B, L6' 15 1 RIM: 546.21 INV. IN: 538.63 (SD-4) 1 1 INV. OUT:538.53 i 1 )MM NHOLE 19 z flC tL LU Z z Uri N LLJ Q LLJ z U) J Q Q LLJ z ~ O o J z_ J J Q O LU DO J Q i INV. OUT:543.56 S 0e + 1 1 1 �X;VH OF FUEL TANK y I 1 II / D 1 Stay I EX INV �(Ilot Bleg, ` 1 PROP. 1S WATER / / STORAGE T FUEL _ •' 6 ° °, .' ° .° . VENT PAD '�' Q � � 1 OUT 54/ 96 "� t.� 114 3 i 54 UNDERGROUND e,0• I � RWSA WATERLINE TAPPING NOTES fir/1791 ANKS '1 3, l 01 101>METER (IRRIGATION) NEW PUBLIC UTILITY ESMT / 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE I 1 'S$4 (D.B.5551 P.265-272) g �� w-48.7 D DANIEL C. HYER a i CONNECTION TO THE EXISTING RWSA 12" WATERLINE. I I 1 PROP. 1.5" WATER vriCEN [ S �� ��� bV=45.2 Lc. No. 45596 0 #06 - 02-15 / 2. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" METER CAR WASH _ I A ( ) \ FIRE HYDRANT WITH 6" GATE VALVE ILDING PARKING SETBACK LINE 1' / WATERLINE DURING CONSTRUCTION AND TAPPING. CONNECT / � � I 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, GAS SERVICEOLINE 5 Q °� A6 10' BU / NE - 1 �� signal THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" SLC gC\d Q PROP. 1.5 WATER Q° - - - - tw-48.7 tratti Pale U WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE NAI Asphalt lii//y W M }� - _ - _ Q - - - bw 47.4 Vault v CONVERT EX. INLET X-8 TO a ° f+ - - METER (STORE) 5 - f ` CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND MANHOLE AND DOGHOUSE V - _ - �i � -PROP. 6" DIP (W% °A°) - -= �� 5 _ '' � ', -" - f / �� / o SHALL BE PRESENT DURING THE TEST PIT. APPROVED DCH SD-17 ON EX. STORM PIPE _ - 4. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING N 55°39'57" W 126- 99'- - - A2 1 A5 ° HORIZONTAL RS 5 ORDERED SUBMISSIONI nl' 6 - - - SD-17- 45 RIZONTAL BEND . THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO - DI-3B, L8'- - _ _ =6"X4" TEE, 4" VALVE - _ - THE TAP. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PROJECI 1903600 RIM: 557.23 A3 A,4 N 55°02'36" W l7. ll' PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. 1 CORP. STOP X-2c o 6-1 TEE, 4" VALVE \ \ \ 60 6. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. T H E W 0 R K OF X-B Al \ TOP. OUT 54 TOP: 556.Be SD-X8 � o x-9 INV. our. 54235 FOLLOWING THE PLACEMENT AND TESTING OF THE 12"X6" TAPPING LINE + GRAD E WET TAP ON RWSA LINE WITH 12 X6 TS&V STA TE�ROUTE 64 9 (AA RT R�) _ \ �_ �I SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE INV 1N::5499.58 VDOT MH-2, 5' LD. SEE RWSA NOTES ON SHEET CO.1 �- Nu. OUT. 550.99 \ �I WIDT : -� PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO INV. OUT 548.33 RIM: 556.62 �jt Wt \ \ -,,8,600 ADT SET PRIOR TO MAKING THE TAP. UTILITY PLAN 1" = 20': 0 20 40 C6m0 555 550 545 540 535 530 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 / 0 L 06 / R coo M (0 In O 4? IjM 0- O U O }_ ciM NMI 0c O+N V)O Ocom V) / / O�IQOOMV� COV M m V N ((0 (0 LO co In In r / + M V V I� CO�V Q O q LO n O In Z 0 n �V O r In Z Z C) / M=00 / iI LO LO D V .. O +M t- 00 1O r pm» pp»> �OInZZO (O0I ZO OO �ZZ '� cn>FZZZ _ pp�»> Go>FZZ Z Off» EX. GRADE r / M PROP. GRADE ,,I:M o +`_i0 now.. r U) z 2.63COVER NO"> > — Z � > � / 80.27LF OF 15" HDPE @ 0.61% oe U W :mm) ,-. 2 COS O r Mcq z / 00 O N (M (M 00 O N `i In In 00 00 c4 N — O O q / ZZLoNMcIO NO2Cf)U) 00 . Z�rMU)00 L6>> O =IM °> a:a:,IIzzzz o2�ZZo 6 PROP. 4"PVC / z a a c? w w w w ? ? ? / CONDUIT CROSSING 53.26LF OF 15" HDPE @ 0.601- / ° 90.42LF OF 15" HDPE @ 4.99/° (2) 10" OBSERVATION PORTS 30' O.C. / / EXTEND TO LOWER STACK 35'�°° / NOP�@ / SWM C UNDERGROUND OF 15 DETENTION SYSTEM �yag2�F 2.00' COVER / / 10-YR HGL JT F_ 75 LF OF STORMTANK MODULES / - (MODEL #2524) / 10-YR WATER ELEV: 534.93 — iCRRAYT8'WIDE7C2"TALC — ' DOUBLE 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% 01 N " RCP @ 1.26% 45.27LF OF 18 DIRECTLY ABUT SD-2 TO SYSTEM PER DETAIL 7/C7.8 @ 3 09 6^ GMP ENCASE STONE AND MODULES WITH 3 EX• LINERS PER STORMTANK DETAILS 50.00LF OF 4" PERE SCHD. 40 PVC @ i 1.00% PROVIDE DEBRIS ROW AT INLET 2 MODULES WIDE, 30' LONG 12.54LF OF 4" SOLID SCHD. 40 PVC @ 1.04% SEE SHEET C7.7 FOR 3.60' CLEAR UNDERDRAIN CONNECTION EX. 8"Pl/CCROSSING (X1-DUTFALL) NOTE: ALL PIPE AND STRUCTURE CONNECTIONS SHALL BE WATERTIGHT. 0+00 OSD1 TO SD-6 H. 1" = 20': 0 20 40 V: 1=2:0 2 4 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 555 550 545 .MR 535 530 5+00 W 49 z Lu Z Z Uri Lu z N W z W 2 z � J U) J O Q LLB z O (f)0 J W �zQ J O W m Q i 0 061>�202> r21 DANIEL C. HYER a LiC. N0. 45596t /ONAL APPROVED DCH I SUBMISSION1 Ni' 6 1 1 PROJECI 1903600 1 T H E W 0 R K O F L I N E + G R A D E C6ml N V � � U rn (q N� 000M M Lo ovr-LOU) �=1n2zo (�2:�»> 550--U)(n FE z z z 545 PROP. 2" COPPER W/L CROSSING 540 PROP. 15" HOPE CROSSING (13-14) Lu 535 PROP.GRADE (2) PROP. 4" PVC CONDUIT CROSSING PROP. 1" GAS CROSSING f / EX. GRADE a w J U 0 O 1- 00 ��(0.4U) U) O = �Lr) Z O 0 — N U)>>— U)U)Ezz 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. 8" PVC SAAV/TARP SEWER PROPOSED SANITARY PROFILE O H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 m c-I 6 ,4 L0O i V (oqq 0 c V II W U) U) F- oo> cn> x? 550 PROP.GRADE (2) PROP. 4" PVC CONDUIT CROSSING 0. BMPA 545 540 PROP. BUILDING 2 0 d ci 0U_ rQq V qq + Q � -L LO II O V p Dr JInz0 �la= »— n>(nxzz EX. IGIFADE 550 545 540 535 1+00 1+10 N (p V r N ID OOV + zoo O IQ 00r II J V p c-I U In O 6 z_g> U O�z 550 540 1 �U L-28.62LF OF 6" PVC @ 0 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 545 535 540 530 560 555 550 545 O2 WATERLINE A PROFILE H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 1,- 0 O�Mlnj II I� Dy�>> cnp�zz OD 6 tn� O (V 00 CO O(Jo mU) II — 00 pm�>> cno�?? m 6 (n00V 00 c! 00 minj mu7Z0 — IZ�< Oa n Opp Oao~�»> inv��zzz ui LI ci N w m m 66 r UU� 1- 1-- U (0(0 M �Mu7 u7r r�22p 0 BMPB PROP.GRADE EX GRADE 2.77' COVER 10-YR HGL �G .�05 14.60LF OF 15" HOPE @ 0.62% 33.44LF OF 15" HDPE @ 1.02% 540 545 535 540 a BMP 530 535 560 555 550 545 15 O 11 _ 6 d j In I,- LO �i N� 000) 000 (9, +(oM +- (o 0im cl �(n 0) U) O'1 CO II VU)� II F U) z O�mtnZ0 J O n>wK pM �ZZ (n0 EE —— PROP.GRADE 2.00' COVER h L 10-YR HGL OF15"HOPE @5.01% GRAVEL FLOW SPREADER SEE 1/C7.6 FOR DETAILS 545 540 535 m 0 N O p (n X O Lo 0 - (O (O M 00 O 00� V MU) 04 oc(ommo ��NIM x of0707 r Il rnm�Z) ci Or 000�IMn22o 0 00 ZZZ 0M co > (n > (wr (no F K PROP. GRADE Lu EX. GRADE 0 m cli • 10-YR HGL �Q% ji P@4 15i CM 12.85LF OF 15" RCP @ 4.20% 545 540 535 0+00 0+50 SD-18 TO SD-19 PROFILE ) H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 n CA cI O + Mu) �00-;tr 1m LL7O 1 jM �> noEE? EX. GRADE 550 545 545 540 540 535 535 STORM SEWER NOTES: 1. ALL PROPOSED STORM DRAIN STRUCTURES AND EXISTING INLETS RECEIVING PROPOSED PIPE CONNECTIONS SHALL RECEIVE INLET SHAPING PER VDOT DETAIL 4 ON SHEET C6.4. 2. ALL PIPE AND STRUCTURE CONNECTIONS SHALL BE WATERTIGHT. RWSA WATERLINE TAPPING NOTES 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 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 SHALL BE PRESENT DURING THE TEST PIT. 4. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. 5. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. A MINIMUM OF 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. w 0 Q C7 W z J LLJ Q LLJ Z 2 z � o' J � 0 � � Q LLJ Z o O(n ~ J ¢ LD D_ 550 rr z_ < O w DO J N I 545 LL 0 1p,1,TH OF Df�� 540 061>�202> r� U DANIEL C. HYER a Lic. N0. 45596t APPROVED DCH SUBMISSION1 Ni' 6 PROJECI 1903600 535 THE WORK OF L I N E + G R A D E 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 C602 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL e 4" H" INITIAL BACKFILLu;l MN. BEDDING 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 UNSTABLE eINITIAL BACKFILL ^ B" SOIL\ W. MIN. MIN MIN #68 STONE •AH`, RANULAR FILL AS t'. APPROVED BY ACSA CICa ASTABLE 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 NITS FIG. W-2 TD-2 /VOA// % I, ."��•'�� 1] Y 1 1 ail i 'i' P 1 1 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. 812E OF CU.YD. (FEET) CU.YD. BEND L H T L H T BO 250 250 3.01 0.24 4• g 90 45 200 225 280 0.15 200 225 2.5E 0.15 221/2 1.5E 200 252 0.1E 111/4 1.5E 200 250 0.1E DO ABB 3.16 3.21 0.48 46 288 Zee 277 0.28 8" 221/2 1.86 218 269 0.13 3.18 291 268 0.32 711/4 1.68 218 267 0.13 BD 4.83 383 3.42 0.83 10" k 12' 45 3.33 3.58 295 0.43 3.83 4.0E 283 0.52 221/2 233 258 288 0.24 11 1/4 1.83 233 2.84 0.18 1D-3 NOTE: HYDRANT MUST BE EOHIPPED WITH CHARLOTIES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES r N 2' TO 10' 18'-2Y•„ALVE BO . J"�'-1 6" GATE VALVE B" X B" TEE 280E P.S.I. CONCRETE v'+ BASE AND THRUST BLOCK AGAINST� " UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISBURSED OR W WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDIRON 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 ) M 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 PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE N WET AREAS, THE WEEP HOLES SHALL BE PlI1Gt.ED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 1' COMPRESFIOI • B/P NME PIPE COUPLING OR APPROVED EMIAL 1' TYPE 'K' SOFT COPPER tkl'A xore ND SNFAlEO FliDNC3 DUAL SERVICE SINGLE SERVICE NOSE: I) SADDLES SNAIL DE USED ON PVC PIPE. W MIN. 1/8 BEND CWPlR10� / /` y I S 'o] FOR USE ON ATACHED SINGLE FAMLY RESIDENT& SERVICES OR OVAL RMENAAL AND IRRIGATION SEANCES. �2 " MM•RLSSION x 3/4' MALE PIPE COUPLING PPROND EMA •CR USE ON DETACHED SINGE FAMILY iESIDENAAL SOTCE VMOE AN IRRIGATION METER IS NOT PROVIDED. G9T IROI W FINISHED OEADE -� �NRLRAADN STOP / SAND OR DUST UNDER - t" 1 •-Rwot As ,t�,.�r 1= NECESSAM NMI ,4 (iH�4r'W'!4•i°,.-,'GuA BOX ALA 9E1hR (2-INCI J MMW iHICMOE r DIAMETER DRAIN PIPE IY Ell i1'N, i' OH 1`Y' iOi' LOND STONE POCKET. ME k SPEC 2A NO, W ADOREOATE .,y-y-, TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA VARIES WATER MAIN-/ M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS BOX TO METER BOX (SEE FIG. THRU WW--7E). J 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BYTHEACSA • SERVICE LINE TO CONNECTAT MAIN WITH X"x4•TEE • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE • REFERTOFKLIALS FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. 1 NO CONCRETE SHOULD BE POURED ON APART OF THE RESTRNNEDIOINT. USE PLASTIC SHEETING AS NY PROTECTION FOR BOLTS. "• USE 2500 P.S.I. CONCRETE, LARGE METER SERVICE LINE NTS FIG. W-BC TO-8 TD-10 TD-12 OTD-2 (DUCTILE IRON PIPE INSTALLATION) O TD-3 (CONCRETE THRUST BLOCKS) O TD-8 (FIRE HYDRANT ASSEMBLY) O TD-10 (SERVICE LATERAL) O TD-12 (LARGE METER SERVICE LINE) COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. el TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 TD-13 (111 METER BOX) O METER DDENSITN A OINENSIDN H DIMENSION C 1 I/2' 3'1• 5'0' 3'8' Tr 37' S a' 9 MBLfil Hall. 4' S FDRL ]2 GREATER THEN 4' FWOPDSAL4 VILE IE sUBNrrR:TL B DOOR HINGES I------ ----------T I I I I I I I I I I I I I I I LIFT HANDLE L---------------- TYPICAL METER VAULT N.T.S. FIG W-7A SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ NITS. TOP VIEW 3" DIAMETER FLAT UNDERNEATH FACE '4' x 36' 1LUMINUM ACCESS HATCH TD-14 TD-14 (LARGE METER VAULT) a. 44P MR. C MR. 179'� •' MIN. 4•I 4. 3r :° 1 MN. ' • �•M--•-17.5"� .r .i T7I .. •N 57° MN. I WNGNUT LOCKING ASSEMBLY • { 1Y MN. � •r BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PUCE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8'. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 0 1 /2" METER) NTS FIG. W-7B 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 E34STING SEWER MAN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MNIMLI 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 PLUG END OF MAIN LINE SECTION SERVICE LATERAL asro'o" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 B"MIN SPRING LINE OF PIPE NO. 68 STONE AINING BACKFILL SHALL CONTAIN ROCK MATERIAL 'ER THAN 5" IN ANY :NSION TIAL BACKFILL* " LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER WNCHING :DOING 6" max 4" min NNDATION (SHALL BE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 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 NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE STALLATION IN TRENCH NTS FIG. S-3 TD-15 TD_W TD-34 OTD-15 (1.511 METER VAULT) O TD-33 (LATERAL CONNECTION) 10 TD-34 (SEWER PIPE TRENCH) w 0 Q W z J N F LI.J Q LI.J z 2 z0 CC J � Q LLJ Z I- .A c) J J �zLL O ILLLLI m J Q I V J J W J �o���p,1,TH OF G O 061>�202> r2 U DANIEL C. HYER Y LTC. N0. 45596 A �w .6'IONAL I&Nd APPROVED DCH SUBMISSION NO. 6 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C63 01-3A, 38, 3C EXPANSION FOR DETAILS OF INLET JOINT PV0AMQlAM _"xM'r , 3'-10" �coeur e. rn,mo ., ..... ..- .....-..... ., v BARS R C I 2„ : z BARS I s HARDWARE CLOTH WEEP HOLE. SEE NOTE 8 I I KEYED CONST. JOINT .-I�-� II WARPED GUTTER -BARS A /'APPROACH / GUTTER 4A3" DIAMETER BARS E WEEP HOLE FRONT ELEVATION BARS F 1'-8" 8" BARS B L tC - (GUTTER REMOVED) 1,N-D"6L. 1 I__. SXI/4" BENT*PLATE qL SECTION B B 6f'TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 1R CG-7 STANDARDS2'/Z'x2'/z'X'/A' ALV TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B I'le 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 WITH 1/," X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APPR.PAVEMENT DI-3A L L DI-3B L DI-3C L WARPED PAVEMENT FLOW FLOW l� I FLOW 1 1 I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDO-r SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 6' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ODI-3A B C TRANSITION BETWEEN \ PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4'I N DIAMETER AND CONSIST OF STONE BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCNK THE SURFACE SHAPE TO ELEVATION OF MD -POINT OF LARGEST PIPE. SHAPE TO OF PIER I I I I I . I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE y SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NO OF THE COARSE AGGREGATE SHN.I REMAIN EXPOSED. a DETAILS OF INVERT EACH AN AS SHOWN HEREON ARE FOR EXAMPLE ° PURPOSES UAL ONLY. EACH MANHOLE AR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW ulEs. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES VDCrr SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 I REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION END -SECTION 12" - 60" PIPE HUB END ON ON INEUTLET END -SECTIONS SPIGOT END OLET ND -SECTION i X _ _ X - w CONCRETE TO BE LLL - - - _ - JJJ PSI MINIMUM PLAN END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2'-0" 4'-0" 2'-0" 15" 6" 2,_3" 7_91. 4'-0" 2'-6" 18" 9" 2`21" T-9" 4'-0" 3'-0" 21" 2'-11" 2'-1" W-0" 31_61- 24" „ 3'-7" 2'-6" 6'-1" 4'-0" 27" mf4.. 4'-0" 2'-1" 6'-1" 4'-6" 30" 1'-0" 4'-6" T-7 ' 6'- 5'-0" „ T_11„ 4'-101 „ 2,_31 „ 7_7 , 36" 1'-3" 5'-3" 2'-10 8'-1 6'-0" 42" 1,_9" 5'_3„ 2'-11"' 8'-2", I 6'-8" 48"1 2'-0" 1 6'-0" 1 2'-2" 1 8'-2" 1 7--0" 54" 1 2'-3" 1 5'-5" 1 2'-91 „ 1 8'-21 „ 1 7'-8" 60" 2'-11" 1 5'-0" 1 3'-3" 1 8'-3" 1 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE E` HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION XX X Ip r J - - - - CONCRETE TO BE LLL F - - - - _ - - - - _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'-7 6'-1" 2'-0" 15" 6" 2'-3" 3'-10" 6'-1" 2'-6" 18" 9" 2'-3" 3'-10" 6'4" 3'-O„ 21" 9" 2'-11" 3'-2" B'4" 3'-6" 24" 10" N-7" 2'-B" B'-3" 4-0" 27" „ 4'-0" 2'-1 ' e'-4 4'-5" 30.1 1'-0" 4'-8" 1'-7 B'-1 5'-0" 33" 8'- 5'-6" 36,: T_31,, 42" 1'-9" 5'-3" 2'-11" 8'-2" 8'-8" 48" 2'-0" 8'-0" 2'-2" 8'-2" T-0" 54" 2'-3"" 60" 2'-8" PAY LINE - C B NOTES) PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF HE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION FLARED END SECTION xv=r REFERENCE ROAD AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET I of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 O ES-1 iC F�, -- 17% all Ell E, DIA. X 6" LG. ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS. TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA B.C. I RISER DIMENSION I.D. O.D. A 8 C D E 24 30 31 28% 7 11 27 36 44 45 41'/2 13 19 40 48 56 59 54f, 13 21 53 60 72 73 67 2 17 28 66 72 86 87 80% 23 35 79 84 100 101 93'/4 25 39 92 96 114 115 106'/4 22 38 105 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 O.D. 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 56 341 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 HIGH DENSITY POLYETHYLENE TRASH RACKS 48" IN DIAMETER AND LARGER SHALL HAVE A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' X 2' CLEAR OPENING. SPECIFICATION STORMWATER MANAGEMENT DETAILS TRASH RACK xVD❑T REFERENCE 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 MPLICABLITY OF SAFETY SLABS. B STANDARD MH-i NOTE' FRAME i COVER HE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT COVER AND FRAME TO GRADE BY THEIE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. i iiiii��rL •� • DIAMETER-4'-8"+(2 x'WA-L THICKNESS) _10 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW MH-' HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES' 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANNHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU.YARDS 4 0.5 0.755 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.435 9 1.4 0.785 2.747 10 1.6 0.785 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 - 0.582 7 ERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS 3027 02 VIRGINIA DEPARTMENT OF TRANSPORTATION O M H-1 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED N 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 SIRE S TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. G.ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF S 106.01 DI-1 1/2 SECTION CAST RON I2 SECTION STEEL NOTES 2'-7" LUGS TO BE 1'-31 L 2%2" x 2I2" x 1/i' _ CAST WITH 10'-4" LONG 1. OF HSHOWN _ COLLAR r ' PLS. FOR DEDEPTH PLANS.PTH GREATER R HAN 10' USE DFIA B A - - � 2. THE "H" DIMENSION SHOWN ON THE AND SPECIFIED ON THE PLANS i I WILL BE MEASURED FROM THE INVERT OF i. CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE ESTANDARDS i. IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE & APPROXIMATE ONLY FOR ESTIMATING n OPTIONAL 88 ± ' WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE - - 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO IN ACCORDANCE w LUGS CONNECTORI i BE SHAPED WITH STANDARD IS-1. THE COST OF FURNISHING AD PLACSHAPING ING ALL MATERIALS91� ' 2'-7" IS E INCLUDED IN TTHEHDID PRICES FORT HE 4'-2" I %2' x 1%2" x 4"J I 1/i' x 4" STRUCTURE. PLAN LDS 1�'J Ill- CONNECTORS STUD SHEAR 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) ��ff���'ll OUTFALL 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 T���yyy SECTION B-B STRUCTURE. THE COST OF FURNISHING STANDING OR PONAING OF WATER IN THE N7 �\PLACG ALLL COLLAR DETAIL I t" MIN RAISED TOONLET !SHAPING ISTTO BE INCLUDED L�TTERNC IN THE BID PRICE FOR THE STRUCTURE. OL DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE BE PROVIDED WHEN H IS 4'-0" OR GREEAA TER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. 4'-2" HARDWARE 2-6 7. #4 X 8" SMOOTH DOWELS AT CLOTH 1'-3" SEE DETAIL B APPROXIMATELY 12" C-C TO BE I �N68, M78 OR I SETTLEMEND IN T IIN LLL IEU OAS FJACENT DOWELS 4" DEPTH ACCR TO ABUTTING CONCRETE TO PREVENT w w wT12" A• _ N8 x 8" 1VDTH \ A 2"X4" NOTCH MAY BE PROVIDED. a a a E SEE STANDARD T-DI-3, 4 FOR SEE INOTEER6 ALTERNATE DESIGN. WEEP HOLE _ B. 3" DIAMETER WEEP HOLE W T 12"%12" PLASTIC HARDWARE CLOTH 1 _ MESH = ig N WI GALVANIZED STEEL WIRE (.9NIM E`$"-16"-18" OR 4" HHARDWARERE E CLOTH ANCHO DTER 0.03" NUM RFRMLYSH +TO THE OUTSIDE OF THE STRUCTURE. ws u 1 9. CAST IN PLACE CONCRETE IS TO BE '� • s ^ a • CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 4 " SECTION A -A .H+ i[2\ 10. ANY ALTERNATE METHODS OF ANCHORAGE CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL" B I I MEETING THE APPROVAL OF HE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" COtETE PPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PPE - 1. 128 CU. YD. CONCRETE ��' GIST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY 18" CONCRETE PPE - L820 CU. YD. CONCRETE �'I IF �'I GRATE 363 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1 24" CONCRETE PIPE - 1,817 CU, YD. CONCRETE SECTION C-C SECTION D-D vAir BYLAIMIUFTURON OF ER LETTERING MAY ITi(iNAi FOOT CFEDEPTH. GRATE DETAIL XVDO r SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE SHEET 1 OF 1 REVISION DATE 1211 - 2411 PIPE) MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 w Q W z J N WQ L LI z 2 z0 J � Q Ld Z H Z:) O 0 J Lu < J z Q w m !1/ J I..L Q I J LLj J ODANEHYEkFR/ 9 IONAL APPROVED DCH SUBMISSION NO. 6 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C6m4 41 lim j-fj o v O tec`e/ n I / ENTRANCE INSET 2 1" = 20': 0 20 40 /\ I \ I `1 I I z` 'L \NEW EMPORARYCONSTRUCTION \ " EASEMENT (D.B.5293 P.78) X / 7 . . . CONCRETERETAINING WALL of . ..:.:. .•.•... .-.•.•.•.•.• o _ o /S j0..'.'.'.' .' DUMPSTE L i X /l . . . . . (( PAD S \ \ I INLINK _�x,��� :.::..... FEN CHA �:.... ✓ vvvvvv x wv vvvvvv. •% . I �' J fie. vvvv vvvvv; , \ \ y X vvvvv vvvvv" .` �— ��:•:•:•. �� vvv v 0.. vvv vvvvvvvvv �'�; > v 'vFm v '7 '7 > vvvvvvvv �.,.,,, �• - - - - - \ vvv vvvvvvvv�- ,.- / " r .a ♦ _ � � vvvv vvvvvvv� �•••• •••• '7 '7 v ;v v vvvv v 7 '7 ✓ vJv "vvv v v AA v "vvv v v v G � \ ,,.,.,,, ., „,• ': vvv v o v v v BMPA vvvvv v �. v vv vvvv I v v v'v : ° .....�..�. i ' SHEETZ O vvv' , vvvv I v e O ISTORE - , ti vvv. e> e vvvv v v v �7 v I vvvv vv 0�> , ° v v v G 7'700, 'vvvv v v v v °� °�•' a / vvvv vI p' I P ,' 7 v v v v vIIp° e vvvvv v: 7 ---- v v v vlvly . oIN v vvvv �•17 '7 .° "° vv vvvv\vV V o CAR WASH '7 I'- >°. v v vvvv v', I p 1 •,'`.� 1•.. . nl 7 vvvv >, , •>. > I d a.. O p4 1 vvvIN °> kl' r IA .I le • e,.� F PROPANE TANK - 1 dory Velol Bldg. 11791 r eo O v v 10' BUILDING/PARKING SETBA( LANDSCAPE LAYOUT AND MATERIALS PLAN ci) 1" = 20': 0 20 40 VAN 11 STA TE ROUTE 64 9 (AIRPORT RD) 7/7�WIDTf=7l B,600 ADT 1. q�--�p� I I , > � I � o P 1 ;) FUEL CANOPY D(CONCRETE PAVEMENT, UNDERNEATH) Pe. 7 e I a 9 l I —>' I ' I, . FUELSTORAGE TANK PAD N �.''.N= W /03.91' a H MATERIALS LEGEND: PROPOSED ASPHALT (36,499 SF) OPROPOSED CONCRETE (25,473 SF) vvvvvv vvvvv vvvvvv vvvvv PRESERVED LANDCOVER (2,400SF) ® STREET TREE PLANTING STRIP (5,912 SF) PROPOSED MANAGED TURF (22,292 SF) INTERIOR PLANTING AREA (8,218 SF) EXISTING LANDSCAPING PROPOSED STRUCTURES (11,646 SF) PROPOSED PAVER SIDEWALK (2,008 SF) ® PROPOSED BMP FILTER (1,718 SF) MILL AND OVERLAY AREA (7,458 SF) 49 z flC rW u !z V z W z J N LLJ Q LLJ z 2 z � U) J 0 � H Q LLJ z O(n o �z< Q LLco W J Q 'CH OF--% 061>�202> r2 DANIEL C. HYER a LIC. No. 45596. L—IONAL B� APPROVED DCH SUBMISSIONI Ni' 6 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C8m0 County of Albemarle Cr nser,'atton Plen Chxekllm - To be placed on Landscape Plans (Handbook. pp 111.284.111.291 for complete speciftcationsl I. The followinailems shall be shown on the via.: 0 "1 ices to be saved 0 Limits ofcicann outside dri line of trees to be saved bl p I. 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; ❑ Proyosed trenching or tunneling beyond the limits ofelearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon rU a height clearly visible to equipment operators. 0 No grading shall begin unlit the tree marking has been inspected and approved by a County Inspection. 3. Pre-Canmrvction Conference: 0 free prestmatic r and prcaalkn measures shall he reviewed with the contractor on site. 4. Eouiomenl OcereNun and Structure: 0 Heav) equipment. vehicular traffic and storage ofconstruclion materials including soil shall nut M permitted within the driplines oftrees to the saved. S. Soil Erosion and Sturmwnter Detention Devices: 0 Such devices shall not adversely affect trees to the saved. A. Farts: 0 fires are not permitted within 100 fen ofthe dripline affixes to be saved 7. 'Toxic Materials: 0 Toxic arsenals shall not be soured within 100 feet ofthe driplim oftrees to be saved. fl. ProtecNve Fencing: 0 frees to be retained within 40 feet of a proposed building or grading activity shall be protected by Snowing. 0 fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or eonmrudion. 9. 1. Wells: 0 When the ground level must be raised within the driptine of a tree to be saved. a tree well shall be provided and a construction derail submitted for approval. 10. Tree Wan,: 0 N'hen the ground level most be lowered within the dr,pllne arm to be saved, a tra wall shall be provided; and a construction detail sub,.ncd for approval. II. Trenching and Ionetime: 0 W hen trenching is required within the limits ofelearing, it shall he done as far away from the trunks ofarl as portable. Tunneling under a large (me shall be considered m an alternative when it is anticipated that necessary trenching will demroy feeder roars. 12. Cleanup 0 Protective fencing shall be the lam items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shalt be treated immediately by panning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS I"It VELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE (DATE) VI/OS papa I of I TO /N STMENTS, LLC ' 20 s4NnARr S 00-00-00-04000 i od YAP.- J2-40 / 5189 PC 549 /GHWAr COMMERC/AL N17U'TIR�E8�4RTf016M I I II i/ 21j : • • A NJK4RK I I ( o� ) - IY� C4P 1 11 � i f =548.50 6 o a II,. - GE FASENENl- 284 PG. TBS 777 PG. J17 192 M. 264 7TP 91 LF ' 1 1 it A 1i II 0 BIORETENTION ERNST SEEDS -RETENTION BASIN FLOOR MIX -LOW MAINTENANCE PLANTING AREAS: ITEM NUMBER: ERNII SEEDING RATE: 20-40 LBS PER ACRE MIX COMPOSITION: 20.0%PANICUM CLANDESTINUM, TIOGA (DEERTONGUE, TIOGA) 15.0%PDA PALUSTRIS (FOWL BLUEGRASS) 20.0% PUCCINELLIA DISTANS, FULTS (ALKALIGRASS, FULTS) 10.0% CAREX VULPINOIDEA, PA ECOTYPE (FOX SEDGE, PA ECOTYPE) 18.0% ELYMUS VIRGINICUS,'MADISON'(VIRGINIA WILDRYE,'MADISON') 1.0%CMEX SCOPARIA, PA ECOTYPE (BLUNT BROOM SEDGE, PA ECOTYPE) 15.0% AGROSTIS STOLONIFERA(CREEPING BENTGRASS) 1.0% JUNCUS EFFUSUS(SOFT RUSH) LANDS N F OMMONWEALTH OF IIRG/Nl4 DEP RTMENT OF TR4NSPORTAT/0 P10- 0200-00-00-0090 TAX MAP., J2-398 ZONE- C1 COMYMCAL USE WOTSPIZZWOY RIP RIP r 1 iia:5- naia' • P r TBR it \ MAI i TERRY, r%R OR DUNE K I 1 1ffoa.a��s I-00-00-0,3BA0 \ 1 4P.- 32-384 L 1 i74 X. 676 1 I COMMERCIAL 5MNLTE M.4R8LE .£4LE L� 1 1 1 Io i ►Ohm 5 5 CA SSTB �J \\ -aI „ gi,� " i111111i1��■..��I ode � v_.J�li►'-�I�'��/CIE���' nuuu�llr //%' I , 11111111..: I'ipan�� �1 'I ,a:r zV.- 4rG 84 fir. m �^ ✓ °. ° •. "di., -s^�A ..z ��F ,��1111111111�' '•-� _ •• JI a w\ ��� J�/IIIIIIIu,►t , At Ago sli�► sss. \a ►r�fi�Or:�Vel� :� �� �rlii.�ll�lll' -ea! I alllllll�:�ll �■... 11111 �'' �� N- tea' / � 111111111 :1 ME �r_� � - . � �►_��� IIIIIIIII�I��r�1 IIIIIIIIIoil PiI � LOV LIM��s•v✓_ a�i'� iota \ 11 r ,G 4Wj. / I a � � I I I CN4 .,IL, r I �J !oI111/ 1mail, 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 ALONGSTREETS 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 ^+° INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE SINGLE ROW PLANTED FIVE FEET REQUIREMENT ON CENTER. AIRPORT ROAD U.S RTE 649 LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE 33p LF STREET FRONTAGE (USABLE) ) COMPLIES CORRIDOR STREETS SHOULD ARCH. REVIEW INCLUDE THE FOLLOWING: 1150 X 330 =6.6 LARGE TREES REQUIRED (PER ZONING) 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 in 57 SHRUBS PROVIDED LEAST 3% 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 51.703 SF AN AREA AT LEAST F THE PAVEDD O T PERCENT O 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 MD(TURE 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 ENST ADJACENT TO SITE. INCLUDING, BUT NOT LIMITED TO, ZONING THE FOLLOWING SHALL BE 32.7 9 17 SCREENED FROM ADJACENT SITE FEATURES COMPLIES SCREENING RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS: EVERGREEN SCREENING PROPOSED ADJACENT TO REFUSE AREA (I) LOADING AREAS; (II) REFUSE AREAS COMMERCIAL AND INDUSTRIAL 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 OOVER REQUIRED (10%k 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 LEY QTY. BOTANICAL NAME COMMON NAME CAL. / HT. CONT. CANOPY TOTAL SENDETREES GTI 11 QEDI79ATRWANTHOS INERMIS THORNLESS HONEYLOMST 3117CAL.M416 B40 541 EACH 5941 NS S NYSSAMVATICA SOURGUM ORTUPELO 31Q'CALI%I3 5+0 111 EACH 1448 PLO 11 PLATANIS OCCIOENTALIS AMERICAN SYCAMORE 31Q'CAL114.16 BIB 1475 EACH 18225 SUBTOTAL: 30 TOTAL 2MI4 ORNAMESFALTREES CC 11 CERCISCMADENSIS REDBUD 21WCAL.1S•10 BfB CF 7 CORNUS FLORIDA DOGWOOD 2100kl.lB•10 B+B SUBTOTAL: 13 DE(2DUDUSSHRUBS AAB 135 ARONIAARBUTIFOLIA BRILLIANTISSIM I&DCHOKEBFRRY 34HT.&SPREAD #5 CAN CA 42 CLETHRAALNIFOLW SUMMERSWEET CLETHRA 34HL&SPREAD #5CAN SUBTOTAL IT7 EVERGREEN TREES AND SHBS PIS a PRUNUS LAUROCERASUSSOOPKAENSB' COMMON CHERRYLAUREL 48HT.&SPREAD 110CAN TBR 34 TAM BACCATA AEPMIDENT SPREADING ENGLISITYEW 24'HLASPREAD #5 CAN TOE 10 THUM OCCIDENTALS'EMERALD GREEN EMERALD GREEN ARBORVITAE WHT B+B SUBTOTAL A ORNAMENTAL GRASSES PAN 68 PENNLSEIUM AIMECUROIDES'HAMELN DWARF FOUNTAIN GRASS 1GAL PANT. PIS 55 PANICUM VIRGANM SHENANDOAH' SHENANDOAH SWITCH GRASS 1 GAL COAT. SSTB 43 SCHFACHYRIISJ SCOPARIUM UTOE BDESTEM 1GAL COAT. SUBTOTAL 1H I 1 fl INS ' ` �> ' •' :.A .. '` ' ' � •:! `� ' • � ,, , ,t• I I GENERALNOTES: 1 I I a50 ... , . .. , I AAB • " r `7 PLS /ap 1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. tee 2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN M ACCORDANCE WITH LANDSCAPE SPECIFICATION #2.C., .a . i •A.SaEEO O UNLESS OTHERWISE STATED ON THIS PLAN. > •��. > .' f o 3. CONITACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR WM00%*�` `' A • a // REVIEW AND APPROVAL CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED TO MEET MAXIMUM PRESSURE REQUIREMENT. - / / 3. 11M I I ., . /i // 4 ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FAIiRK: (SEE DETAIL). , t WITHOUT EXCEPTION, WEED BARRIER FABRICSHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF SiORMWATER BMP FACILITIES. • I �- - // j 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 1 NS rq 7 _ D EXISTING AIRPORT OVERHANG. _ 0 Walla- As SIGNAGE LANDSCAPE 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 8' FROM THE BACK OF RETAINING WALLS (11' FOR SHADE TREES) TO y - - ��� _� martini ..... 7 9 GTI '1 PLO S80'3134 0.3J'TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. Ay /taE84R FO7/NO 8. ALL SIM PLANTINGS OF TREES AMID SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TRIBES IS an ........................PR ..- ITED AND TILES BE MINIA.TAT T Y AND ONLY SUPPORT THE L HEALTH THE PLANT OHDI .SHRUBS S SHALL 1?RUI� O TO SUPPO OVERALL OF ENTRY AIRPORT ROAD RIGHT OF WAY _ - - - - - - - - NOT APPLICABLE -35 LF , - - - - - - - - - - - - - - - ADJACENT PORTION 330 LF(USABLE) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 5 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 ASA CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF 1'= 20e - TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. V� WUH aaT° F c �Z mi rn GO C"9 rD N Of in O IIF E REVISIONS REV DATE COMMENT aHEGMBY 1 8/17/2020 COUNTY COMMENTS AR RY 2 8/28/2020 COUNTY CA 3 10/20/2020 COUNTY C4 11.23.2020 COUNTY C5 01.20.2021COUNTY C6 04.02.2021 COUNTY C I Know what's below. Cell before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR 1 i`nJ1NCT'R11r`TJTnIU 1 THISDRAWINGIS INTEMIEDFORMUNICIPA MMORAGENCV REVIEWAND APPROVAL IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V198402 DRAWN BY: ATR CHECKED BY: PITY DATE: 02/14/20 CAD I.D.: PROD=-. FINAL SITE PLAN FOR juicgIva PROPOSED DEVELOPMENT ROUTE 29 R AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA IBOHLER// 28 HI AC%WELL PARR LANE, SUITE 201 WARRENTON, VIRGINIA 20116 Phone: (540)349-4500 Fax: (540) 349-0321 N r� �?n 04-16-2021 SEEM TITLE: LANDSCAPE PLAN SUSHI NUMBER; C8. 1 REVISION 6 - 04.02.2021 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. 1.2. 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 WITHOUT A 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 (4") 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-OUTTO 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 ATA 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 DEMOUTION, 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. T. 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 (1"t). 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 (6"). 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 WITHIN THE PLANTING SEASON WHEN WEATHERAND 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 BETULAVARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA 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 W' CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALFWAY 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. 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 %" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED 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") 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 THE 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 WHEN 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 FIRST 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 REQUIRED 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, EQUIPMENT AND 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. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF WRAPTRUNK ROOT BALL PREPARE 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 r 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 - —.s.`.. '�"^"-„ �s����^ `�:"�•'' � =1 � 1= � � BED AND TILL INTO TOP fi" OF PREPARED SOIL. UNDISTURBED�'=TTT — — T7T — TT—� — _ - 4-6" DEEPER THAN ROOT BALL SUBGRADE _ll=JJJ—III 11= —I 1=III= I - REMOVE THE TOP 1/3 OF THE WIRE BASKET I IF PRESENT. ANY AND ALL TWINE SHALL BE DIG WIDE, SHALLOW HOLE 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 SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL 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 NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER ell , o oeO o SHALL BE PURCHASED. } NOT PRUNE TREE AT PLANTING UNLESS DIRECTED i. TO BY PROJECT LANDSCAPE ARCHITECT n FOLD BURLAP AWAY FROM TOP OF ROOT BALL o SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN o POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED PREPARED SOIL. I _ — 4-6" DEEPER THAN ROOT BALL 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 REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 8-12, REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL INCORPORATE 2" OF PEAT INTO W OF PLANTING MIXTURE, AS SPECIFIED W THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED MINIMUM 6" D= PROPOSED ON CENTER (O.0 J SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING NOT TO SCALE 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 3" 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. TYPICAL PERENNIAL AND GROUND COVER PLANTING NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE 1/2" DIA. 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 213 TREE HT.- 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE r)12" Lr TAMP SOIL SOLIDLY AROUND SO OU BASE OF ROOT BALL G ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. -T THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH -4" BUILT-UP EARTH SAUCER -BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. -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 TREE PLANTING ON SLOPE DETAIL 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 LBS 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, pAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS 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. TILLAGE 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/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED ATA 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 ATA RATE OF 250LBS PERACRE (5.BLBS/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 UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND SUBSOIL AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED 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. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIALIGROUND COVER PLANTING DETAIL NOT TO SCALE Ld J x 0 ca GO z F ZW C7�W�rj"W 0 GO �z,< A H� a � U m m m A W ;14 a a U F rn REVISIONS REV DATE I COMMENT exEIR 1 8/17/2020 COUNTY COMMENTS 2 8I28/2020 COUNTY COMMENTS 3 10/26/2020 COUNTY COMMENTS4 11,23.2020 COUNTY COMMENTS 5 01.20.2021 COUNTY COMMENTS AR 6 04.02.2021 COUNTY COMMENTS AR Knave whaPs below. Call before you dig. ALWAYS CALL 6111 It's fast. its free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANOfOR AGENCY REVIEW AND APPROVAL IT IS NOT INTENDED AS A CONSTRUCTION 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 S4-1E"ETZ 0 • ' ROUTE 29 & AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA BOHLER// Lif 11LA"W hLL YAKY. LA1Nk, 3U11 C; LUl WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com 04-16-2021 SHEET TITLE- LANDSCAPE DETAILS SHEET NUMBER: C8.2 REVISION 6 - 04.02.2021 0o bo 00 lb bo 00 oa ba be 00 be 00 00 Ina 60 - 0.0 DO be 0.0 b0 00 SO b0 a0 b0 00 00 ao 00 00 oa ao 00 oa oa 00 00 oa oa 01 bJ IT, 1- oo 00 DD 0.0 I00 00 Oo b0 Ob 00 00 00 0.0 be 0.0 0.0 0.0 6.0 00 00 00 0.0 be 010 CA CA bo DO be UA OLD 6.0 0.0 0.0 0o 0.0 0.0 0a 00 0.0 00 00 00 00 00 00 00 0.0 00 0.1 0.1 a, D.1 0.1 ao 0o - 0.o 'OD Do ba Do 00 as o0 00 00 00 00 00 00 00 00 Oa 00 00 be 00 00 00 00 00 00 00 00 00 00 00 0o CA 00 00 00 go 00 00 00 00 00 0o o0 a., 01 01 o, 02 02 __-�o.f a, C0 �O oA 0o DO 0o oo 0o oa oo 00 be 00 00 00 00 00 00 00 00 00 be 0o bo ba be b0 b0 be b0 bo bo 60 be be no 00 oa 0.o 00 00 00 00 00 00 a, a., 01 02 02 03 04 02 a, 01 U.1 oD be oa ao 00 0.0 00 00 be 00 be be be CA, 00 0.0 0.8 as Be 0.0 be be b0 OA be be 6..0 CA 0.0 be be be 0.0 0.0 00 00 0.0 b0 00 00 00 00 01 01 a, 02 03 04 as 09 - 06 03 00Y �211 01 00 00 00 0.0 6.0 0.0 00 00 00 be be o0 00 00 be 00 00 b0 be be b0 00 be 00 b0 be b0 be be b0 b0 bD 00 0.0 00 00 Oo be 0.0 00 Oo 01 O.I 02 03 05 0.B 10 i.6 11 07 04 2 02 00 0.0 0.0 00 00 0.0 0.0 red loonard associates 1340 Kemper Meadow Dr. I Cincinnati, CH 45240 1 513-574-9500 www.redleonard.com ' 00 00 0.0 ARV, oo ao 00 00 00 bD bo be 00 bo bo / be be bo 0o bo 00 do 00 be bo oa 00 00 00 oa 00 00 oa at a 0.1 bz 04 ofi _ u +�/ 25 23 16 be 14a2 oa oa 00 09 bILLUMINATION LEVELS ARE THE RESULT OF REQUESTS BY OTHERS o oa oo RED LEONARD ASSOCIATES IS NOT RESPONSIBLE 00 00 be 00 a 0.0 00 OA 00 0.o be "Da oo In IF b.0" be be be be 00 be be be be bo CA 0., OA 01 bao+ a 01 0+ oT bs In os ja 3 is 'za 23 zs 19 1 ao a 00 aD ba an ao FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS '1 00 be b.0 0o IF be be bo In 00 0.0 00 be bo In be ba be Ao be 00 00 oo ILI bl at o.1 bl 0.1 01 a, D1 a1 r,1 .,, �. 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OI OD 00 00 00 47 05 D7 12 1.1 08 CA a6 1 ) b8 i0 is o7 0.5 bA 03 03 0.6 1.5 18 22 24 18 16 06 04 OJ 02 02 'OJ 04 06 L1 1.8 i7 16 / 0.6 DI/ 00 00 a0 60 09 aD DU DD ao aD DC DO - - 00 be a0 00 I oI a2 '03 '06 b.8 as OF 0. a. 04 o, 03 02 02 62 02 0.2 b2 0.2 64 Oa 03 02 o2 0.2 b2 bi oz b2 b3 05 oa - 08 as 09 Ot �n On n0 an C0 to On an Da no aD on Dn 02 02 04 4 OD 02 o2 02 Ot 02 n). 0, 0,' a, 0, - 0, oI b2 02 '07 h2 a1 D+ R1 Bib+ 01 il? n3 kla �aa Ot v' 0,0 D0 oo I a1 03 03 02 02 02 02 02 02 0, 01 el a1 0f o1 of 0.2 Oz 02 01 of0101 of O, D, D2 a3 a] 03 03 03 01 00 o0 DC Da aD 0D ao a0 DD D0 a0 oaNLEVELSARETHERESULTOFREQUESTSBY-OTHERS , a1 a 02 02 0, a, D+ a1 b, 04 0, a, o+ 01 01 a, 01 a1 of 01 01 a1 .I a1 a1 0, C1 01 DI DI DI DI DI DI Co CC DD CO oa ao oC DD Co Do oa DD a0 -ONARD ASSOCIATES IS NOT RESPONSIBLE L :IDENTSCAUSEDBYINSUFFICIENTLIGHTING o0 00 0 o al at 01 a, a at 01 a, a, 01 0, ao 00 STAT3F RQWTE 449 �AIRRQRTRD) a, oa aD D1 D, o, 01 01 01 01 01 O1 00 00 aD 00 00 00 00 ao as 00 09 DO 00 oa APPHOX-7ZOW WIDTFP'40' - DES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASO 00 00 01 01 0.1 as 00 00 00 o0 00 0.0 0.0 00 bo ao be be be be 00 00 0o 00 00 0.0 00 00 00 00 00 DO 00 0o 00 00 0o on Du oo 0.0 0.0 0.0 0.0 0.0 0.0 00 no 00 00 00 o0 00 00 00 bo be be be ba be be 00 be 0o oo be be -Do be be be 0o 40 be be be be he be o.0 00 -no be be oo on 60 b0 ba 00 00 00 00 00 00 on no 00 00 00 00 00 00 0o 00 0.0 00 Do 00 00 00 00 Do 00 00 00 00 00 00 ao 00 00 00 00 00 00 00 0.0 00 00 00 00 00 00 00 00 Do 00 0o 0.0 00 0.o 00 00 00 Do 00 00 00 00 00 00 0o 00 00 00 00 00 0.0 0.0 00 0.0 0.0 00 00 00 00 0.0 0.0 00 0o 00 0.0 0.0 0.0 00 00 bo 00 0.0 o0 00 00 00 00 00 00 00 0.0 0.0 00 bo 0.0 0.0 00 00 Oo 0.0 0.0 00 0a 0.0 00 0o oa 6a oa 00 0o 0o 00 0o 00 bo 09 be 00 00 bo 00 oa 0.0 o0 at a0 oa oa 00 00 00 00 00 00 DO 60 00 o0 DO 00 00 00 bo an 00 0o bo 60 oa ao 00 00 o0 00 0o oD 00 00 oa C4 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. REVISE LUMINAIRE SCHEDULE REVISED PER UPDATED SITE PLAN MARKUP AND PLAN REVIEW COMMENTS 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 - 45 C 3 0 46 D 9.33 0 47,48 D 12 0 49,50 D 9.33 0 51 - 53 D 12 0 54,55 E 12 0 56,57 E 10 0 58,59 E 12 0 60 F 1 165 61,62 G 20 0 63 H 20 0 64 J 20 0 65 - 73 K 20 0 74 L 20 0 75 M 20 0 NOTE: - ALL AREA LIGHTS ON NEW 17 FT. POLE MOUNTED ON 3 FT. CONCRETE BASE 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 LEVELS CALCULATED AT GRADE LABEL AVG MAX MIN AVG/MIN MAX/MIN RIGHT OF WAY LINES 0.14 0.4 0.0 N.A. N.A. SITE PAVED AREA 3.75 19.0 0.2 ' 18.75 95.00 UNDEFINED 0.25 7.5 0.0 N.A. N.A. UNDER CANOPY 19.47 ' 28 11 1.77 2.55 IF 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 TOTAL LAMP LUMENS DIMMING (LUMEN MULTIPLIER) CCT CONVERSION FACTOR LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER I CATALOG LOGIC 16 A SINGLE 14376 14376 0.720 0.820 1.030 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 484 484 1.000 1.000 1.030 N.A. 6.9 82.8 B-K LIGHTING, INC. BKLT CH-LED-e69-FL-BZP-12 (BY OTHERS, SHOWN FOR CONTRIBUTION) 17 C SINGLE 1441 1441 1.000 0.820 1.030 B1-UO-G1 22 374 CREE, INC. PWY-EDG-3M-P3-02-E-UL-BZ-350-30K 8 D SINGLE 2947 2947 1.000 0.820 1.030 61-UO-G1 36 288 CREE, INC. SEC-EDG-3M-WM-02-E-UL-BZ-525-30K 6 E SINGLE 5893 5893 1.000 0.820 1.030 B2-UO-G2 68 408 CREE, INC. SEC-EDG-3M-WM-04-E-UL-BZ-525-30K 1 F SINGLE 9914 9914 1.000 1.000 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 10229 1.000 1.000 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 20458 1.000 1.000 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 20458 1.000 1.000 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 8251 1.000 1.000 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 8251 0.510 1.000 1.030 B1-UO-G2 45 45 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ-Q2 w_OSQ-BLSMF LJ 1 M SINGLE 8251 8251 0.720 1.000 1.030 B1-UO-G2 62 62 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ-Q4 w OSQ-BLSMF w 0 Q U W z J N W Q W z 2 z 0 J � ID < LLJ z I- Z:) . 4.a O J J �z< O '� Lu 0- M N J Of Q i 0 z KI Lu z z ui TH OF� 0619�2021 DANIEL C. HYER I lc. No. 45596. /ONAL B� DCH [A�IPIPPRO[V[E�D JVBM JJ ON NO. 6 PERSONS USING THIS PROGRAM ARE ADiDSED THAT THIS PROGRMI MAY CONTAIN EFRORS WHICH KID EONARD ASSOCIATES. INC OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED IN FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY ALL PRODUCT. SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS PRODUCT SPECIFICATIONS AND QUANTITIES MAYVMY THESE DOCUMENTS ARE THE PROPERTY OF FEE LEONARD ASSOCWTES.INC . SCALE: LAYOUT BY: PROJECT NAME: SHEETZ PROJECT 1903600 ADDITION. 113E USE 13F THIS PROGRAM TO NO IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL 0ESPOIN1E5ISNOT INTENDED TO VERIFY THRE OF THE TOVERIFYTHE COMPLET ANY USE OF TNESE DOCUMENTS WITNQUL THE WRITTEN CONSENT OF NYME J. LEONARD OF RED LEONARD ASSOCATES, INC. IS STRICTLY PROHIBITED. ^ = 30' DAR ALBEMARLE, VA pla T H E W 0 R K O F COMPLETENESS ORNYBILL OFMATERIALAND NESS OF BILL FILL ACCHE ORDANCE WITH OF ALLLCALSTATE.15 IN FULLRAL R JECT PARAMETERS PRO IDEDB THEM MANUFACTURER LISTED ON PROJECTUSE INCONJECTION WITH LUMONWIOENRE ST PROCEDURES CONDUCTED N.USED INLONJUNCTIONWRHLNS ACTUALPRJECTCORESCONWLTEDUNDER PROJECT CONDITIONS DIFFERING FROM DWG SIZE: D DATETHA: 2/18/20 DRAWING NUMBER: L I N E + G R A D E STATUTES, REGULATIONS OR 'DIET FEDERALSTATUTES. REGlEWIRNSOROTHER THESELABORARAMETNRSMA AFFECT FIELD THEOLICABLRIS FlELDRE REWIANCEGR OR THEREQUIREMENTS ANY RESPONAMMEIERSMAYAFFELT RESPONSIBLE FOR VERIFYINGDOMPLI WITH WITN ANY APPLICABLE RL-6591-S1-R4 R INSURANCE GRQUP,RES AND OR CARRIER ELECTRICAL. LIGHRNG. OR ENERGY CODE DE THOR REGARDING LUMINAIRES AND THEIR APPLICATION. C900 40 27 117 19.8 15 12.1 10.63 0.078 0 Illuminance (Fc) - -A W 49 z PRODUCT QTY LABEL DESCRIPTION PRODUCT QTY LABEL DESCRIPTION PRODUCT QTY LABEL DESCRIPTION PRODUCT QTY LABEL DESCRIPTION 1,U LU • d g 3 Z _ 16 A CAN-228-PS-RM-06-E-UL-WH-700-30K 8 C PWY-EDG-3M-P3-02-E-UL-BZ-350-30K B D SEC-EDG-3M-WM-02-E-UL-BZ-525-30K 1 F OSQ-AABZ W/PGM-1 + OSQ-A-NM-I5D-B-3OK-UL-BZ (SET TO SWITCH POSITION 3 IN FIELD) _ 6 E SEC-EDG-3M-WM-04-E-UL-BZ-525-30K 2 G OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ 49 L. 1 H OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ Z Ek 1 J OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ tlJ ML 9 K OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ W-OSQ-BLSMF _ 1 L OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ-Q2 W_OSQ-BLSMF = 1 M OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ-Q4 W_OSQ-BLSMF 228 SeriesTM LED Recessed Canopy Luminaire Product De phon Sam, Immahle, easy reamingfmm helow or Marine do&Wmu'Y ease ere rappedeM aluminum with M1imbmame metrudea aluminum Mat sidsaaeained for M. 9M1P Peciliu N 9 Wm tare mounts commended d k d' arttl n Wawtthmm ress on mo%N urea pY P P .Ib wee - h road d AI cm LNbem aska o man ht 9 p rY PP 9 1 rig seal I2'e rn housing miL pe:f ksned er fwwupnanl"2pk or uma.ximupea [,. 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Wrmuleurmnf information W. • ROHSmnpUm.t. consuu factory bratltlitionaldmKF newr • I4rk5%Friendly,loAApppaednmnorderedvnthWKCCiandd,met 9e'+mwex'noxNA°nmrMtl ardremmMdenmwnW nN. Plane roWrte kxee°axmmmrwke %WlabLwtleraxYr .YI�AAmxml,wbeeMa4r pt-i s - ` e mM 1L1-Bx dmnliMemlatl0n -Bwew M,xpnm lYLl esmR•W -wnma. Lrtemened ClSbn 9Mn pmsmnew G�YFXaWNXIXk Lawalk #pvtluBn Hxm- ."" -- riMnmtlevm Peswm•MM%•enef .. ine Worakd.I -MnaramempML..YMIm.. saw.. r:� NOGIax-earn onr ImElArr-ma PERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. 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. 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 JAVME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. a�da� boulder N� �2 INDEPENDENT TESTING LABORATORIES, INC. THE LIGHT CENTER GF THE INDIIB1RY MN 1B55 4066 CAMELOT CIRCLE, LONGMONT, CO 80504 USA PHONE: (303) 442.1255 • FAX: (970) 5353114 • E-MAIL: ill@i0boulder.cam • WEBSITE: wwst.itlboulder.com REPORT NUMBER: ITL86237 PAGE: 1 OF 7 ISSUE DATE: 12/29/15 PREPARED FOR: B-K LIGHTING, INC. CATALOG NUMBER: MN-LED-e69-FL-12-C, SN-MN-LED-e69-FL-12, ST-MN-LED-e69-FL-12, SF-PES-LED-e69-FL-12, TF-cad-LED-e69-FL-12, RM-MN-LED-e69-FL-12, PM-MN-LED-e69-FL-12, WM-MN-LED-e69-FL-12, SM-MN-LED-e69-FL-12, CH-LED-e69-FL-12 LUMINAIRE: MIACHINED CYLINDRICAL METAL HOUSING, 1 BLACK CIRCUIT BOARD WITH 3 LEDS, ONE CLEAR PRISMATIC PLASTIC LENS WITH ONE COMICAL OPTIC PER LED WITH SEMI -HEMISPHERICAL RECESSED CENTER TOWARD LED, CLEAR MICRO -PRISMATIC FLAT GLASS LENS IN MACHINED CYLINDRICAL BLACK PAINTED METAL LENS FRAME. LENS PRISMS OUT. LUMINAIRE AIMED AT THE HORIZON FOR THIS TEST. LAMP • THREE WHITE LIGHT EMITTING DIODES LEDS AIMED AT THE HORIZON. 8. G NG O 3 ( ) INPUT ELECTRICAL: 12.0 VOLTS, 6.68 WATTS, 0.617�AMPS LED DRIVER: B-K LIGHTING 524438/400188-L NOTE: DATA SHOWN IS ABSOLUTE FOR THE SAMPLE PROVIDED AT RATED INPUT VOLTAGE (12VAC, 60HB) TO THE DRIVER. TEST PROCEDURE: IESNA LM-79-08 TEST DISTANCE as 20.0 FEET MOO. CAHDLEalonR FLOODLIGHT CHARACTERISTICS Data 10]RIa. DM3 V RT. IES TYPE 4H X 4V MAXIMUM CANDLEPOWER 1469. AT 0.0 8, 0.0 V 90.a 0. 90.0 0. 85.0 0. 85.0 0. HORIZONTAL BEAM ANGLE (50t) 28.5 deg 75.0 2. 7s.0 a. VERTICAL BEAM ANGLE (504) 28.5 deg 65.0 5. 65.0 4. HORIZONTAL FIELD ANGLE (102) 56.3 deg 35.0 10. 55.0 10. VERTICAL FIELD ANGLE (104) 55.7 deg 47.5 1e. 97.5 1g. BEAM LUMENS (a FIXTURE) 203. ( 42.2 t ) 42.5 ore. 4a.5 aB. FIELD LUMENS (4 FIXTURE) 390. ( 81.0 4 ) 37.5 46. 37.s 47. TOTAL LUMENS (4 FIXTURE) 481. (100.0 R ) 33.0 79. 33.0 79. 29.0 129. 29.0 13]. EFFICACY w 72.0 lot 25.5 203. 25.5 204. 22.5 294. 22.5 305. 19.5 420. 19.5 439. 17.0 558. 17.0 117. 15.0 682. 15.0 705. 13.0 $21. 13.0 843. 11.0 967. 11.0 986. 9.0 1110. 9.0 1142. 7.0 1240. 7.0 1262. 5.0 1353. 5.0 1365. 3.0 1427. 3.0 1432. 1.0 1465. 1.0 1464. 0.0 1469. 0.0 1469. -1.0 1465. -1.0 1463. -3.0 1427. -3.0 1425. -5.0 1353. -5.0 1345. -7.0 1240. -7.0 1234. -9.0 1110. -9.0 1101. -11.0 967. -11.0 938. -13.0 Bat. -13.0 766. -15.0 662. -15.0 642. -17.0 558. -17.0 521. -19.3 420. -19.5 389. -22.5 2". -22.5 269. -25.5 203. -25.5 184. -29.0 129- -29.0 117. -33.0 79. -33.0 7D. -37.5 46. -37.5 43. -42.5 28. -42.5 29. -47.5 18. -47.5 22. Checked .......E.IIYRE......... _____ -ss.a 10. -ss.o 15. -65.0 S. -65.0 7. Approved .......R.BEATTZE..____ -75.0 2. -75.0 2. IlylUn9 Ereinaer -85.0 0. -85.0 0. -90.0 0. -90.0 0. ALL CANDELA AND LUMEN VALUES IN THIS REPORT ARE BASED ON ABSOLUTE PHOTOMETRY. THIS REPORT IS BASED ON PUBLISHED INDUSTRY PROCEDURES. FIELD PERFORMANCE MAY DIFFER FROM LABORATORY PERFORMANCE. 61 LUMINAIRE IIBII SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA R L-6591-S1- R2 W z J N wQ LiJ z 2 z0 J � W Z O cno or_ LU I- Q Z Q LL E _ O LU n m rr J TH op J 06d/>�2021 r21 DANIEL C. HYER Y LIC. No. 45596, /ONAL E� APPROVED DCH SUBMISSION NO. 6 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C9m2 E IF, ���L6------------- 32' - 6" TOPOF WALL CA LHIG1 22' - 8" i� TOP OF WALL CAPLOW-1 21'S" FINISH FLOOR 0-0" FRONT ELEVATION 1 W = 1'-0" HP CUPOLA 6" - —TOP OF WALL CAPHIGH) I1 _ TOP OF WALL CAP ILOW 21' - 5. - — - — - FIN15"IF-QR0" 0' - Convenience Architecture and Design P.C. 351 Sheetz Way, Claysburg, PA 16625 phone (814)239-6013 email tcolumbu@sheetz.com web site www.sheetz.com E PROJECT NAME: NEW SHEETZ STORE ALBEMARLE COUNTY INT. OF STATE ROUTE 29 AND AIRPORT ROAD ABLEMARLE COUNTY VIRGINIA OWNER: SHEETZ, INC. 5700 SIXTH AVE. ALTOONA, PA 16602 CONSULTANT W 49 z tt�1 m Z t9 z Lzi fJ W z J V / z PROFESSIONAL NUj O C C W Z Q Q�-�22POF WALL CAPLW)______ _ __ _ _ -8" y / /� Uj ZO 50F WALL CAP�W)_ _ _ _ — _ — _ _ - �.:_ -_ _�- __,. -___ v / J paw 33Uj �=_s - KEYPLAN Cn L.L Ti < U -----_—_---- _— _ — — rrw___.rssf m W _=_--w SY -��Y w � B B 8 a © B r•= � �- ----- -- ~— Z —_..i �— .r% ter_— o r ,r I, Q u N A �INISH FLOOR 0'.0' 9'-2y2" OUTLINE AREA = 21.65 SQ.FT. BOX AREA = 25.94 SQ.FT. TYPICAL OF 3 WALL MOUNTED "SHEETZ" BUILDING SIGN 1Y2" = 1-0" LEFT ELEVATION 11e" = 1•.n" NOTE: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated FINISH FLOOR I1 0' " 0' Sign applications are required for all signs. Approval of these plans does not include the approval of any signs shown on this plan. B Z O 1= a U U) w 0 w 0 PROJECT NO: 172556 AUTHOR BY: RJK REVIEW BY: TMC EXTERIOR ELEVATIONS A200 'CH OF—ta 0619 �2021 r'21 DANIEL C. HYER I Ic. No. 45596. 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TYPICAL OF 3 NOTE: PROJECT 1903600 Visibility of all mechanical equipment from EXTERIOR the Entrance Corridor shall be eliminated Sign applications are required for all signs. ELEVATIONS T H E W 0 R K 0 F Approval of these plans does not include the L I N E + G R A D E WALL MOUNTED "SHEETZ'• BUILDING SIGN approval of any signs shown on this plan. A201 /�1 1 2 3 a 5 6 Alm 1 53 TOPOGRAPHIC SURVEY TAX MAP 32 PARCELS 38,39 AND 39A I j nae ,. / `�.•® I +-Aproz. 5' Waterline Esmt.(Aggregiment) I tie /� - \� I I D.B.698 P.335 and D.B.644 P.213 I <�%�"beginning at the water box now located behind that structure existing on the and running in a wester)y direction to the base of the natural slope and then, toward the south aloe the western boundaryas near as ossible to that boai infringing on the natural slope 0010 ALBEMARLE COUNTY, VIRGINIA ► - ,� / //�/�/o��"�\ \ \ I TMP.32-38A y�/// \ \ \\11 I N/F TERRY ////// D.B.4574 4(pla 1000,4 ��� D.B.629 P.104(plat) This Topographic Survey of Tax Map 32 Parcels 38, 39 and 39A was completed under I �/ the direct and responsible charge of Brian 0. Jamison, Licensed Surveyor No. 3334,� from an actual *Ground survey made under my supervision; that the imagery and/or original data was obtained on 11/07/2019. 1i/11/2019, 02/07/20 and 02112120; and that this plat, map, or digital geospatial data including metadata meets minimum accuracy standards unless otherwise noted. I I / / / /�/ I I I I i/ \ I I \ TMP.32-39B ten COMMONWEALTH OF VIRGINIA I I I 11 PIOjIBBt I I / DEPARTMENT OF TRANSPORTATION I is �,�- l(�I � 1 I 1 I I / l l I D.6.4574 9.676 I I 1 I / Stm-g i. A Title Report was Provided and used in the preparation of this survey. / 1 I I HWPB•XIV P,2 pO7 I I TopZ, Riser I 2. Miss Utility Ticket No: B003400793-008 i �'' I /' 1 I HWPB.XIV P.151- , 1 t 10= e Ticket No:8003400793 Rev: 00B Taken: 02/03/20 10. 47 AM / ` TIC Asphalt 3. Utilities and Easements other than those shown may exist. s' gfOV%� ""A[tV. 10=538.82 11=53244(15" Y i WV. 13) ./ 10=529.79 24 I 1 t __ i •�`' wvs. 30"RCP. \ ( ) 1 1 ,. ;r... ............ '.�� 24. Y 15'ACSA Waterline Esmt. (as shown at) D.B.3503 p.180-187 i D.B.525 p.643 26.5' b N ,0'9at 1 Story Metal Bldg. #1791 la � 11 TowW.47 / i- /� • / i y` \� '///�,/// I 1.: 6-5252(lat) • i / 1•j � / \\\��®���///�/� // // 11 I \ sR` 10=5 67 - ;.A�� I \\`\�� g..- o= .--.-® "��•.`"'./�/� /j// / / • I a 1 pco • E w �6atl" �• Esm't� \ gravel %;' 1 ( ! / / \\`�\\��' �® �� �s®�� • - � '�. 1 EY•• ry To e --- - - \XII L _ • I � o / / / «., � �rt � / �k'e an. •we- / /--T e`� a,ai.• • 1'.} / �y✓"' 5/6 w 1 rate With. Top=534.5 Td5�- Ih2790(15"rcP)80 9.0 II=,83 w1 - o r J fin- A lNJ: t� To p= 1.81 / cho _.�• 12'I wP�a r4 .=5 ISLE AME m 1 6 IF. \ Tap= 15SSJNlh .:. 1-54162-1b8 2 97 P• w I •a ' -_i0B o - 54 'wen sm a groom NEW PARCEb W 2.353 Ac.(Combined) uate� I ` 1 fMP.3239 \ Asphalt N/F WILLIAM SCOTT MARSHALL,- TMP.32-40 , I 1 �I TRUSTEE of the FAMILY TRUST t "�_'�I=^_Ij•f' I �=:uJr�1FJ - --_I�J i ,h+�, o,,I1 1 I'\',\�-4.\ �"\� I IIIII\ �\\ 4sc„5oa1od' erb�a_.k ` I • U_Qa¢ Ca6 v iA ' \,r\.-� TMP.32ON38ec3i4AIRPORT AUTO INVESTMENTS LLC of the frame D.B.5189 P.548 WWAM A. MPRSHALL JR. REVOCABLE TRUST aran, N/F AIRPORT LAP ZA JL LC D.B.4464 P.203 gravel DB 4622 P D.B.3503 P.180-187(plat) p.B.3192 P.264 D.B.629 P.104(plat) D.B.3192 P.264 D.B.2717 P.317 D.B.2717 P.317 D.B.629P.101,1041 0.626 AC(survey) D.B.2284 P.385 D32284 P.385 "'0 mshed IWP.B,VP:151-15H.W.P.B. XV P.151-158Mors f .... ) 27� NC'iso H.D.P.B. AV P.2H.W.P. -207 .B.715 P.634(plat) D.B.1639P.566(plat) airport 1667 Ac. surve 2 g Ttm-ggratrrd� E 0 =5.3011Top=56.35= 5rate s� 'PlP 1I=55 7.a65"\ 30*rc 19=54.1(30ro) nce Ex. VDOT Drain. Esm t ehI drain Proj.#0649-002-158 tap-547.92 I . ® oil tlr°of n• in52b _ \ \ J �" / \\.. `� w'nes Mh I J sr rwr CO. �br=46, 1/AC °°' ,\ter J� C +?fib \: !!:.q. ..•.. g sae; .•f 38.3 / y, .ae .se wila5s td. r 4t� r a� '•':,'t.:'Pri`'9:::.i•.'.-:`f':s,::,. ,;. I jY ' �i �� '! \/// ntence \ C \ 1 �N 2 S 0 'i, •:'='!!;.: 4 :.�,�"�i-'r •^ it �; X •. \ v Elec. i' From r'. j it.:',ri• }'{.g �:i••r:.:-: ••: J'°, II de ci /basement --- %�:. -., i,e,:. .,; :•% )+., !n.,5.q. p .e; \ s ,®\-�t ..a j '.4' )Oz. ' P.. .. d .T I 1 1 O I , APn •'•'' \� (iJ. ' 9`f nv' o •ww �;� ',,_ ii4J�q ;J �.; :: N:. •. 7.3f!t,r ..4 .d: !?t;a .u.� I 4: i'aa.,'i+.:.'.y.?`: ". ...).'.:'i'•�..: !'. O 1\ as im;•;'t+,...'la.pLi#;.:+:::'+<r.�J;:•.:^ 3 ..,t 1Stay o 1 �• 111�-'� 's..•' 'J.:! + ° f.�:':'•„ �: .'.P; :F � ov' f I e` cMderbl°df Steed •. r...,:%... I , P821 1 6.3' fen j \ "'n �\ �obf '• • 74.4 �. 1! ► f" .j. 36 0' + atone _ r ', $I �•* "... / I •'TMP.32-39A ' o 7' F '•'@�• N F WI \ t n _ ............................ / LLIANq SCOTT MARSHALL �'• ' gl ( Me cPY . = ' TRUSTEE Ofitte FAMILY TRUST 1 a°n gravel ----------- VOCABLE I I WILLIAM A. MARSHALL R. REV �. a A I D.BA464 P.=, I I V I D.B.3192 P.264'-, - I D.B.27,17 P.317 Asphalt Set I o D.B.2284 P.385 ti H.W.P,B. XIV P.151-164 _ • �. I 1 r pole \ MUM I H.W.P.WXIV P.200 207, roof winds tvr; as. .awe drains• 5 i N D.B..1639566WcO well 1 I `\ cans 7,B.629 P.131,104(pkat) S19 `22'33"W e ----- I .« -- �/ I. 5'Dia 37.30 I, bollards I I _ J cone- lid Ex Sprllat/Centel &� x L ---- _ ' ep...o� ]SnD P - �. t P Asphalt dl wwrI -,W-y.! ! tee Esm't R~ D 2 i48 or Aominion Va. Power m't I Elec. 1' - , _..___----• :' : roj.ir0649 00�58 I i � -.. anel ll.=536.10 (15"mp) m J ^' Co 0, � Q 04R V m CO �3 a Q22 ❑ e ------ --- ------ - gravel _ ---- - N55. _ • - - 3 ---- I - - 126.99' nie --- wo • ..P - - er / -\r __ • %r D.I. � � �_ --- •' _ �/ ------- - ------"- % Elea dd ' S VA # �` I lec. r I ; et o 3 B' 196+ Top=559.97 � � ��-'• 1� -__... mow. _ w.< . °•Eh� - o.. e� ,. y Inv=554.76 N55 _-Pole ---- ".L1rrr.�..��. r•- ..r °'r/ �IV.• WRC _ `.in : m a// tW=4a7 wOt .. TMP.32-39 h0° 57'W 243 29' L 10=554.55(30"rcp) __ m� �� S33 '39'14•W ---- 0.061 IPed. oof ' cplm0ey L�f ow-45.2 D.I. •----•----------- A�, fY7 Top=556.88 sign __ mailboxes 14.46' 519'22133' II=549.5 15"rcp aipart - IF. - It j�. 11=549:21 15"rcp�S ahead J sin - - 7 tro!k i e 10=548.3�(30"r I I •' D.I. O - 1- � 4. ou / spa el �° �) I Top=554.73 sign IF VDOT IF. OF L 3 10=550.98(15"rcp) highway J a X e ■OSTATEROUTE 644Na�ab(e) w� 1 ! g H, W.P,B. XIV ppI.,151 158 Benchmark O HRTAN D33AMISON Ttp=557.85 H,W.P,B. X1V pP•200-207 Iron wfth N55f7.li?(tie) D.I. sCL SCALE i" = 20' .5 a.�a • ,, o �. • t Top-546.65 • f+^. -"•$a. %r r.... u•xe: .F.1aa; a:.:da7.:k:"aYvlti: ;,.., P. .. \ RGACap OP54235(15"rcp) 6 � 20 10 0 20 40 DI. DI. . '!N: e3�.Jyq•"i Pw �'A�]• +p`v`. = O _ _ EL 547.89 c = mat To -559 42 To-557.85 '• v gj41� 10=555.09 Inv-550.40(N) �,> , ,,,a . I Inv-550.42(S) , • n SCALE IN FEET 88((WWWW)jjj .`9`a•i,ro.': "`: `" `sec w: Inv=550.3 ':..:.::.`. 9:\RGA\TMPROJ\ 19.0679 ALTA\TOPO-PH-2.pro