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HomeMy WebLinkAboutSDP202000061 Plan - Revision 2021-06-01AIRPORT 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 PAVEMENT MARKING LINE BUILDING LINE BUILDING OVERHEAD/PROJECTION 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 ..s 0Q 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 IRFCr:F FI FVCTIOKI RIGHT TURN LANE WARRANT ANALYSIS Location: U529 Entrance Roadway Classification: 4-lane roadway Use Fig. 3-27, RDM Appx. F P HV into proposed site: 38 VPH From ITE Trip Generation PHV Right Turns intoentrance: 20 VPH 50%tripslNfrom US29, 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 PHV (Current):®VPH ADTx KxD Design life: 20 Years PercentGrowth: 1.2% Based on 2018 to 2019 data Total Approach PHV(Design):®VPH Current PHVx(1+% Growth) A Design Life Treatment Determined: Taper Required Existing turn laneatthis entrance will be maintained. 120 C1 x ¢ w IL 80 In to J 0 x w Z Z: 60 ¢ F = 40 LD 11 a WATER DEMAND CALCULATIONS: TOTAL WATER DEMAND ESTIMATE - CONVENIENCE STORE FIXTURE FIXTUREVALUE 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 - TAN K TYPE 4 URINAL - PEDESTAL FLUSH VALVE 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 - 5/81 n. 9 -3/41n. 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= 1 293.8 ESTIMATED DEMAND = 70 GPM FROM AWWA FIG. 4-2 WORKING PRESSUREATMETERDISCHARGE= 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 ADDITIONALFIXEDLOAD, 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 200 400 600 800 1000 1200 1400 ESTIMATED DEMAND = I 45 GPM BASED ON DEMAND DATA FROM EXISTING SHEMCAR WASHES PHV APPROACH TOTAL, VEHICLES PER HOUR PRESSURE ADJUSTMENT FACTOR= 1.34 FROM AWWA TABLE 4-1 RIGHT TURN LANE WARRANT ANALYSIS CUSTOMER PEAK DEMAND xPRESSURE ADJUSTMENT FACTOR, GPM = 60.3 Location: Route 649 Entrance TOTAL WATER DEMAND ESTIMATE Roadway Classification: 4-lane roadway Use Fig, 3-27, ROM Appx. F SUM OF FIXTURES AND FIXED DEMAND, GPM = 60.3 PHV into proposed site: 38 VPH From ITE Trip Generation METERREQUIRED= 11/2"POSITIVE DISPLACEMENT PHV Right Turns into entrance: 22 VPH 50% trips lNfrom US29,100% trips lNfrom VA C49 Approach Daily Volume: 9700 AADT published by VDOT, 2019 TO TA L WA TER DEMA ND ESTIMA TE-IRRIGATION K Factor: 0.0873 IRRIGATION Directional Factor: 0.5632 Total Approach PHV (Current):®VPH ADTx Kx D TIRRIGATION AREA= 8200 SF NUMBER OF IRRIGRRIGATIONSECTIONS= 82 Design life: 20 Years (100 F72 SECTIONS) Percent Growth: 1.2% Based on 2018 to 2019 data IRRIGATION SYSTEM TYPEI ROTARY Total Approach PHV (Design): VPH Current PHVx(1+% Growth) ^Design Life IRRIGATION FACTOR 0.40 IRRIGATION DEMAND (NO.OFSECTIONSxIRRIGATION FACTOR) GPM = 32.8 Treatment Determined: Radius(Notum lane or taper) HOSE BIBS QUANTITY DEMAND 120 . 1/2„ BIB 0 0 5/8" BIB 0 0 3/4„ BIB 0 0 ", "'W W. TOTAL WATER DEMAND ESTIMATE JFN LANE AND APER REQUIRED 100!-- �ciJLL','dIGTHTi ' -�, TOTAL IRRIGATION DEMAND (IRRIGATION+HOSE BIBS) GPM ¢ 7 O x ¢ Lu a w J U W w of Z ¢ 1- x cC z a 40 Nor] 200 400 600 800 1000 1200 1400 PHV APPROACH TOTAL, VEHICLES PER HOUR a METERREQUIRED= 1" POSITIVE DISPLACEMENT annNS�yEa naxG }nopp,ng Ce*+lers. Hesu,+a-et WUK SN S' WdK B.Oms FbSpld�a Combined Fialvry Valve F iqu re 4.2 Water it"deman4 per fixture value • low range oomeaoc U% Apawenle Cwa+rmnuna EOp Otl0 r4E0 rr4G rtaG 1]0a EXISTING ITE TRIP GENERATION WEEKDAY TRAFFIC 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 1,000SF - 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 1 9.57 1 1 10 1.00 63% 37% 1 0 1 SITE TOTALS = 1 10 1 9 19 *Note: allland uses in the 800 and 900series are entitled to a passby trip reduction of 6001 if less than 50, 000 SF or a 40% reduction if greater than or equal to 50,000SF. PROPOSED ITE TRIP GENERATION W EEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT CITY OF UNITS 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: allland uses in the 800and 900series are entitled to a passby trip reduction of 60% if less than 50,000SF ora 4O%reduction if greaterthan orequal 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 ZALL 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 L LCLEANUP/WIORKI ROOM L L LL� L L L L LUTILITY 331SFOM- LL: L L K44ITCHEN 5 SIF 447 5F 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 1 LWALK-IN WALK-IN IADMIN L 139 SF _ L- FREEZER- RESTROOMS 117 SF 394 SF L- L- L- L- L52 L- L- L- L- L- L- L- L- L- L- CHECK-OUT SEATING AND SBC - 6 12 SF 314 SF_ L L BEVERAGE COOLER L L- L_ L_ L_ 1I7L S IL I- 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 j 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 L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ LSALES FL1953 OORSF - L_ L_ L_ L_ L_ L_ L_ L- L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ E 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' L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L L- L- COOLER _ L_ 137 SF E- L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ L_ 258I L_ L_ L_ L_ L - FLOOR AREA USE: RESTAURANT =1,531 SF (KITCHEN AREA, SEATING, AND RESTROSTROOMS) U SHEETZ 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 (Q20) 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 FOR VDOT USE ONLY, FLOOR AREA USE: FOOD STORE = 4,546 SF ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, COOLERS, CHECK-OUT, ETC.) Recommendation on Exception Request: ApproveF,'] Deny Dale: S/28/20 A Land-Wq Engineer or: . ,Name Adam J. Moore, P.E. Reiftatlts on the following factors: :nal is maximized and limited by property boundaries. i and would remain if exception is denied as it is a shared ate length prior to the entrance. improve the geometry of the entrance from the existing condition. w 0 Q U W z J N W g W z 2 z � J H Q W Z O'^ II..NLL vJ/ LL I z_ Q O LL LLI C0 N J L L Q i I. 49 Z 1W uj Lu Z Z to I �J 06 » 2OVI 2 1 se Lon Approved_ Denied I Date: !V/Uel _ I D DANIEL C. HYER a /% -1-r7v1 i -- I LiC. No. 45596t lrrfat7fk Q ^5 O� I , A G. 0/ C �✓�A 1 r' Cv`'1 � a7 A r:4 pi t , EXISTING ITE TRIP GEN ERATION (for TMP 32-38A, utilizing shared entrance) WEEKDAY TRAFFIC VEHICLES PEAK HOUR PM PEAK HOUR Use Description ITE CODE I UNITS TRIPS/UNIT QTYOFUNITS TRIP REDUCTION" PER DAY FACTOR % IN %OUT IN OUT TOTALTRIPS Building Materials/Lumber 812 1,000 SF 45.16 2.00 60% 36 4.49 47% 53% 2 2 4 District Staff: Please email copy to Bradley.Shelton(a�VDOLVirginia. oov Hair Salon 918 1,000 SF 4 60% - 1.93 2 1 3 SITE 36 4 3 7 AM-E REQUEST APPROVAL CONDITIONS ra40%red *Note: all land uses in the 800 and 900series are entitled to a passby trip reduction of 60% if less than 50,000SF ora 40%reduction if greater than orequal to 50,000SF. 2 O LONAL APPROVED DCH SUBMISSInNI NI1 6 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C002 + f I EAST W/M SERVING EX. BUILDINGS ON SITEj// ���\�\ \ 1 o I I TO BE ABANDONED IN PLACE. / \ OFT AC ES ROD TO WATER METER CONTRACTOR SHALL: \\\ \\\ \\ I \ \ \I II , ( 0 BE ABANDONED, ki 1. CONFIRM THIS IS THE CORRECT METER \\ \ \ \ \ I I I 1 J III, I �I RArlP RQX. ROW WIDTH, 50 2• COORDINATE INSPECTION WITH RWSA \\ \ I - 1 I SEE INSET 3 THIS SHEET) DI IN ADVANCE OF WORK \ I / 1 E WAT RUNE 3. REFER TO NOTES ON SHEETS CO.1 & II 1' I I APPR I I C6.0 FOR OTHER REQUIREMENTS W/M ° W/M TMP.32 58A / TMP. 32 -399 II II z /F JOSEPH M JR 0 JU/ K TE RY I ��j, I COMMONWEAL TH OF VIRGINIA (To CRATE) ♦\ I EX !CU D. B.4574 .676 TOP' S33.58 ♦ ` � W EPgRTMENT OF TRANSPORTq TION � B. 629 P. l04 (PLAT) INV. our.' 83 I I I 1 A. ELEC. & y�OWER ESM I \ D.B.4574 F. I I I I I I I I s I � Z NED: Cl COMMERCIAL g' ♦ / I I I A sphalt D.B. 53 P167-6 WPB.XIVP200-207 PR SENT USECOMMERCIAL EX MH 32q -�OB /q WB. XIV P. 15/-158 NEW EM RARY CONSTRUCTIONI I TOP'4.47 ...78) TMZONED: l COMMERCIAL INV IN.- s 6.0 (LA T) .32A-0/-09-/ ``�♦`\ ♦`\`��♦ PRESENT USE'�TENTION POND I I I I^ I' I x NV : 525.72 I I INVE TM5 PH 3 LLC I 2 OYS LLC \ I / I I I I I ) I h INV. 0 2567 34 II ZON� BR�RT h,9fNTIAL I D.B {225 F..264 / l PRESENN� USE.ES/DENTIgL / I I PRESENT U]SE OCOMMERCIgL I x-4 '♦ ♦ M `♦ X-5 (EX VDOT ES-/) EX. VDOT RISER // /X/\ I / D1 DR9.O�Z� I INV. OUT., 539.82 9. TOP.' 541.64 �� #0� \ ♦ ` INV. OUT., 5279 ENTRANCE INSET N METER ABANDONMENT �/ �� Ex 5A 2 „ _ , 3 = \\ \ \ _ _ // /Xi / / \ 'DEC f / �, E I \ ; ` ♦ `' 1 20: 0 20 40 1' 20': 0 20 40 \ �� / /�, x-3 (Ex. CRATE) \ \ _ / x °o TOP.' 534.55 S l31 ♦ ♦ `♦ ♦ ♦ `♦ ♦ ♦ ♦ � `♦ ♦ `♦ ♦ ♦ NIPS` / r 5 9.40 \`♦ ♦ ♦ ` ♦ \ ♦ ♦ ♦\`♦ ♦ ♦\`♦ ♦ ♦\` ♦ ` INV. OUT.T.', 529. 00 � ♦ ` ♦ ♦ ♦ ♦ ` ♦ ♦ ` ♦ ♦ ` ♦ EX SAN�OMPLETELY ERADICATE STRIPING MH /� // 7 i� \. ♦ ♦\ \ INV. IN: 52780(1AT)♦TEMPORARY CONSTRUCTIONEASEMEINTIN \ - NV /N- 52775' / 480 5' \AND RESTRIPE PER PROPOSED PLAN / M� INV. OUT. 527 65 lR 9. / ' \ / ♦ `� / // CULVERT ISfTfING� �j ' / 24"DEC. GRAVEL 8� �� \ ♦\ ♦\`�`��♦\`�`♦�♦\`�`��♦ `�`� \ I / / 30" DEC. (Z) ♦ ` ♦ ` ♦ ♦ ♦ ♦ ` I2 S� \l8"DEC.I `♦ ` `♦\`\ `♦\`\ ♦\`\ \`\ 7.45' �NG� SP gpS\N NV. OUT 536. 3 �� 22 GE / / _ 1 ` / 7�° /08„ E S\NGEMRR D p\N� �� g9 a 9 B° CEDAR \ Q I [[[ 5' R 5 ` ( EX 20' SAN SEWESMT Ss� f\S �ORNDO �\ SOIL LABEL (TYP) \ B"°Ec' \ ` `♦` `\ ` `♦\ `\ ` REMOVE \\ I •� X-6 O. B.3597 /62-168 TOP.'5518/ / / ff ' h� \ / \♦ \\♦ \\♦ � � ,♦` .♦ `, ♦ \, ♦♦♦ \, U.♦RGRO♦U♦ND INV INUT.'4L3/ �UTNIDLIETY INVOS541..11 EN ., `♦♦ ``♦ OvvIX♦ ` f W / ti \ `♦ ` REMOVE Ex. PAVEMENT `♦ `` I s� ,/ ALL EX. SEWER LATERALS SHALL00 BE ABANDONED AT THE SEWER `♦ `, `♦ `, `♦ `♦ `, MAIN PER RWSA STANDARDS / \\ PROTECT EXISTING LANDSCAPE \ SEW / EX. SAN MH 1 \ \ / F I SAN �� / / / ( s/ \\ ♦ ` `♦ \ ` ` \ 5 \ \ ` `♦ \ ` `� \ 6"DEC. \ ` ♦\ ♦ ♦ ♦\ \ ♦ ♦\ `♦ ♦ ♦\ `♦ �. TOP.' 560.15 INV. IN: 542.45 \ / / ALL TREES AND VEGETATION ' INV. OUT, 54225 I I - - � � 1 � „ WITHIN LIMITS OF DISTURBANCE Z, TO BE REMOVED GRAYfL o / 8"OB .LOCUST - \ ` srANOs of 543 \ \ aro --� � c / a / // L \ \ N / TMP.32-40 o D 2 / droin .� AIRPORT AUTO /NVESTMENT3; LLC I W I M \ \ _ D.B.5189 P.548 /�\ I \ I \ - \ / D.B.3503 P. lBO-l87(PLAT) 36" WALNUT - D.B.3/92P.264/ I WI o I \ N \ \ 3o"DEc. / D. 9.2717 P. 3/T X-7 (EX GRATE) f \ / TMP. 32 -39 e COMBINED 7NFO 'PARCEL X" D.B.ZZ84 P.3�5 TOP.' 556.35 \ I Y \ \ ORT AUTO INV ST71SVT5 5+ /NV /IN.54765 (W) \ I f i• \ fence \ - HWPB. XlV P. / 1-158 /NV. lN.544.30 (S) y\ N v � / �i iA 2, LL L• HWPB. X/V P. `%00-207 INV. OUT- 544.15 (N) . B. 555/ P. 265-27z (PLAT) D.S.715 P.6 �4(PLAT) _ \ I \ \ > 6"°Ec. g o x 712 _,9-9 5493 F. 309 ZONED: HIGHWA Y QOMMERCIAL (HC) A - \ \ �� - \ \ \ PRESENT USE.II COMMERCIAL I _ 8"DEC. _ - 2 n / �C (SURVEY) - \ 55p �C X-7A (EX. GRATE) \ �- \/O- 38. ' �nle e \ \ \ \ TOP.' 559. 43 GRAVEL INV. OUT.' S50. 03 EX VDOT ORA/N ES)T PRO✓ #0649-002-/5 \ - - PP Nt o \ \ \� -�\ \� r s • v:''� ,r';'pt. .r^.. .4• ,'1>� - - - - - _ - - - - - � r 24"WALNUT fence ,,;.;.,;,.,,,.1,; ,•.•,..•:.,..•..'. .... � _ °i REMOVE ALL ONSITE GRAVEL (TYP) \- -\ • m op v � Y 1 I k e ,n' •war.' ... .,+' .;'4�. ,.r.' �� \ - - - - - - olio / \ - - I E 2 REMOVE ALL ONSITE GRAVEL 2�B (TYI�I1II T/CENTEL OVPESMT (DEAD) PRO✓ #0649-002-158 'ns cs'BePRI04E TANK II III VI I 10" "EL, - - -- _ -- T2- - - - - -- toilg5- 12 DEC.ot.veI1791 -\ _ w- - - - - - - ALNUr - -� - - - - / / - - r0 BE SAC f ED� h 1,6 wALNv - - - - - - - ;B�DEc. - - - - - -- gb.87' (� I III TL E . PRINT/CENTEL SMT - - _ - - - �- - Qo/i J.5 %' W 1 PRO✓ #0649-002-158 i N b DISCONNECT ELECTRICAL SERVICE a t T °VH��-pyNO ed. PP ALL TREES AND VEGETATION - -GRAN - - - AND REMOVE OVERHEAD POLES (TYP) y WITHIN LIMITS OF DISTURBANCE " Asphalt - - - - _ _ _ -r= REMOVE EXISTING UNDERGROUND M / I TO BE REMOVED (TYP) -/ DEMOLISH ENTRANCE AND SIDEWALK �� / 0 `♦ w U) ZIP I II I I I I I I\` aI> I I\ 1 11 I I I ♦, I IVIIII I ♦ ♦\\\ \ �/ / _ - � I 1 \ ICI I II I ♦``,♦` �� I I I I I I X-2 (EX STM MH) ♦` \\\IIII ♦ ♦\ \ `. TOP' 534. 53 ♦ ♦ � ` �♦ `� I INV. /N' 528.33 (W) I 1 ♦ ` � \ ♦ � INV. /N' S28. 03 (SW) I ♦ \ `\ `� ♦ INV. IN: 531.78 (S) \ I I ` `♦ ♦ `� ♦ INV. OUT.' 527. 83 (M I I DEMOLISH ENTRANCE AS REQUIRED TO INSTALL PROPOSED ENTRANCE. SEE SHEET I ` `♦ / C3.0 FOR TEMPORARY TRAFFIC CONTROLS I / ♦ 1 ADJUST HIGHWAY SIGN.45 1 1 11 I I I I Q I \ TO FINISHED GRADE X-29 (EX CUL VERT END) \ \ ` INV. IN: 536. /0 v� CEL X" 1 L�- ♦ REMOVE' \`♦ ♦ `♦ MAILBOXES `♦ AND SIGN '.` N - _- - - - - - = AS REQUIRED TO INSTALL PROPOSED °rw�° s S 33°3BE W 14.46' _ALTERNATIVE SERVICE TO PARCEL 32-40. ° _ _ COMM. LINE. CONTRACTOR TO PROVIDE ° (TO BE VACATED) _ , __ _ i = -- ENTRANCE AND SIDEWALKS - - - _ - V 55039'57" W 126.99' RF I I _ RE � � TOP: 556. 98 \ � ° RELOCATE SIGN OUT OF LOD INV IN., 549.58 \ N INV. IN: 54 9.2/ - , - INV. OUT. 548.33 -� W I EXISTING CONDITIONS AND DEMOLITION PLAN 1 1" = 20': 0 20 40 REMOVE s \ ass MAILBOXES � XTOP.S54.73 \STA TES 0�9 (ART RD) INV. OUT, 550.98 Wl \8,600 ADT \ 01 BENCHMARK \ N.' 3935947.50 E." 11501413. 09 ELEV.- 547.89- c s w .. -� DEMOLISH EX. ASPHALT AS REQUIRED TO 1 INSTALL PROPOSED CG-6. SEE SHEET C3.0 / 1 FOR TEMPORARY TRAFFIC CONTROLS u 1 1 PROTECT RONGvWIAY" SIGN I 1 1 PROTECT POWER POLE V I1 1 AND DRY UTILITIES REM VE OVERHEAD WIRES / .ER IN' EX. STRUCTURES M \ \ ♦ o ♦ n0 L 1 ♦♦loin°tl�� ♦li � � / ♦ ♦\� II I I ♦1 I / I I I i I �; ► I DEMOLITION NOTES: iI I I I I 1. CONTRACTOR SHALL CALL MISS UTILITY AND I ♦ A PRIVATE UTILITY MARKER BEFORE N 1 Ir I I Tk ` I �'� 1 I 1 1 •' , - � STARTING WORK I 1 1 2. CONTRACTOR SHALL COMPLETELY REMOVE 1 ADJUST HIGHWAY SIGN UTILITIES CALLED TO BE REMOVED OR I �48 1 I TO FINISHED GRADE 45 5 1 I I DEMOLISHED. 3. ALL UTILITIES CALLED TO BE ABANDONED 1 1 I SHALL BE CAPPED AND ABANDONED IN I I ACCORDANCE WITH ALL APPLICABLE CODES I / AND REGULATIONS. EX INV. OUT., S4L 96 4. DAMAGED SITE ELEMENTS NOT CALLED OUT FOR DEMOLITION OR ABANDONMENT SHALL PROTECT EXISTING LANDSCAPE BE REPLACED OR COMPLETELY REPAIRED AT �� a,_487 THE CONTRACTOR'S SOLE EXPENSE. b;y 45.2 i( �sign � , PROTECTExIsnNGWALL DEMOLITION LEGEND: 2 tw 48.7 traftic� pole DEMOLISH EXISTING STRUCTURE - �- bw 47.4 vault Gt v t �f // _ � ♦� `� ` DEMOLISH EXISTING PAVEMENT W 17 ll' ♦ oN \ ♦♦ \ •ELEC. PANEL � yell �.�♦� `♦ REMOVE CONNECTIONS ♦ ` TO ELECTRICAL PANEL `♦ / FROM EX. STRUCTURES 4" CM USTERS � ♦ ♦ `� o � HT / \ DEMOLISH EXISTING GRAVEL FOR R TMP. 32 -39A, COMBINED /N O\PARE€L X" A PORT AUTO INVESTMENTS PHASE 2, LLC �- COX ] REMOVE EXISTING TREE D. B. 5551 F..265-272 (FL, T) X-2C \ o OR 5493 P.309 27C SOIL LINES AND LABELS \ TOP' 546.60 0.061 AC (SURVEY) 27B INV. OUT. 54235 ZONED: Cl COMM SOIL LEGEND S� 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 0 Q W z 49 z flC L, z z Q I..L 0 J 2 N 0 z L J Q LLJ Z � ov Lu J z Q �/ v ) 0 LL LLJ GO Q z Q 0 O z v I X LLJ TH OF� 061>�1?021 r21 DANIEL C. HYER a Lic. No. 45596t ZONAL APPROVED DCH SUBMISSIONI 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 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 1 14+00 �00 -7 — — — \ \ — 15+00, _ ---ri - - --------- J 16+00 — --�-- -- \ - f - — 133HS SIHl Z M3- 17+00 3S 13SNI NVId \ CENTERLINE OF APPROACH LANE 18+00 — -530' SIGHT DISTANCE LEFT s„ = �� T _ 9 / DECISION POINT D STA: 18+59.69 —f �f— / EX. LANDSCAPING — — — _ EX. ROW 0/S: 5.75 L _ 3 all OHIO z—DECISION / I� It = — — y^O \ o STA: 13+29.69 1 0/S: 37.33 L G n 3 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE 1" = 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_ J > 0 � H Q LLJ z O� o J LD z_ Q Q LLJ DO N J I L Q i 0 49 z flC L, z z Liri 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. C3m1 Page 6H-16 April 2015 Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.1) Standard NOTES 1. For required sign assemblies for multi -lane roadways see Note 1, TTC-4� Guidance 2. 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 35W-500' where the posted speed limit is 45 mph or less. 3. When work takes up part of a lane on a high volume roadway; vehicular tra,QYc 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 IO feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is 11 feet. tion: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadwav may be omitted where drivers Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, or' oscillating light shall be parked 80' -120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, k oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, orl 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) g 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 = 1/s 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 1/4 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—WLI2015 TTC 5.1 April 2015 I Z 31ON 33S + .009 Page 6H-17 Shoulder Operation with Minor Encroachment (Figure TTC-5.1) A G20-2 (V) 500' +! 7REQU86"= 120' SHADOW VEHICLE 10' IRED MIN "' TMA OPTIONAL " SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) TYPE B OR C SEE NOTE 8 SEE NOTE 7 CHANNELIZING O DEVICES SPACING SEE NOTE 7 SEE NOTE 2 RIGHT SHOULDER CLOSED AHEAD W21-5bR SEE NOTE 2 ROAD WORK AHEAD W20-1 Page 6H-78 Typical Traffic Control Sidewalk Closure and Bypass Sidewalk Operation (Figure TTC-35.1) NOTES September 2019 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. tion: 5. Only the TTC devices related to pedestrians are shown. Other devices, such as lane closure signing er ROAD NARROWS (W5-1) signs, ma be used to control vehicular traffic. 6. For nighttime closures, Type A Flashing warning lights may be used on barricades that support signs and close sidewalks. 7. Signs, such as KEEP RIGHT (R4-V7R) and KEEP LEFT (R4-V7L), may be placed along a temporary Standard: 8. All sidewalk closures shall be closed with Type 3 Barricades. The SIDEWALK CLOSED (119-9) sign and the SIDEWALK CROSS HERE (R9-11) sign shall be installed above the Type 3 barricade. The KEEP RIGHT sign can cover the top rail of the Type 3 Barricade.' 0 2: Recision 2 - 9/1/2019 TTC 35.0 September 2019 Page 6H-79 Sidewalk Closure and Bypass Sidewalk Operation (Figure TTC-35.1) Z In ec rL tat 49 2 tct L— b0 zi L sa Q D,SOI] MIYM,GIS g m0 A IVM iDIS R9-9 SIDEWALK CLOSED a SIDEWALK CLOSED R+i 11aL EKnss dLKt 0 46 ROAD WORK AHEAD I t SDEAiALK DETOUR 2: Recision 2 - 9/1/2019 8 TYPE 3 BARRICADE P JII L LS9 S3.LON JJS I 1H918 d33N 21LA-42i 48" MIN. R4-V7L KEEP LEFT SEE®S 687 RDAD 46 WORK AHEAD It SIDEWALK DIVERSION TEMPORARY TRAFFIC CONTROL SIGN LEGEND WORK ZONE G20-5aP (36" x 24") O ROAD WORK W20-1 AHEAD (36" x 36") SHOULDER W21-5bR s CLOSED (36" x 36") ROAD WORK G20-2A (48" x 24") SIDEWALK R9-9 CLOSED (30" x 18") SIGN LEGEND U W Z J N w¢ wz 2 z J > 0 � � Q ui z LZ=) O o J LLI z_ Q Ow C0 N J I L Q I V / Q Uj n J O z O U U LL LL Q rr 75 Uj 061>�1?01> r21 DANIEL C. HYER a LIC. No. 45596, I ONAL 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 C302 Page 6R-18 September 2019 Typical Traffic Control Shoulder Closure with Barrier Operation (Figure TTC-6.2) TES Guidance. NO 1. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 35OL500' 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 Cha nnelizip Device Spacing Location Spacing Speed Limit (mph) Speed Limit Location Spacing ra h 0 35 1 36 + Location Spacing 1 Speed Limit Tinh 0 -35 36 + 1 0-35 1 36 + Transition1 20' 1 40' Travelway I 40' I W I 'Construction Access 1 80' 1 120' '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 11% L for all other roadways (see Note 7 of TTC-5 for values of L). 5. When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. In. 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 clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type Il shall be used. Contact L&D Standards/Special Design Section for approved attenustors. 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 delineators shall be installed along the traffic side of the concrete barriers. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers' in-between the barrier panels approximately 24 inches up from the roadway surface. Option; 8. The barrier shown in this typical application is an example of one method that may be used to close a shoulder of a long-term project. 9. The RIGHT SHOULDER CLOSED (W21-5aR1 sirm may be eliminated from all roadways except O Limited Access big twa�s lance. 10. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the Shoulder closure shall be provided in feet or miles, as appropriate. 11. An emergency pull -off area should be provided per Section 6G.18 and TemporaryTraric Control Figure TTC-8. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 TTC 6.2 Page 6H-40 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.2) NOTES September 2019 Standard: 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance. 2. Sign spacing should be130W-1500'forLimitedAccesshighways. For all other roadways,thesign 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. 3. 9%en closing a lane, a PCMS should be used in advance of the first warning sign if all of the left side signs cannot be installed! 4. Care should be exercised when establishing the limits of the workzone 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 611--3. For Limited Access highways a minimum of 1000' is desired. 5. All vehicles, equipment, workers, and their activities should be restricted to one side of the pavement. Standard: 6. Taper length (L) and channelizing device spacing shall be at the following: O Taper Length L Speed Limit mph Lane Width Feet Remarks Speed Limit (mph) I Lane Width (Feet) Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=SSW/60 50 450 500 550 600 L=SW 30 135 150 165 180 L=SW60 55 495 550 605 660 L= SW 35 185 205 225 245 L=S'W/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=SSW/60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed. Shifting Tapers see Table 6H-22 Shoulder Taper =%L Minimum 7. Channelizing device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0-35 36+ 0.35 36 + Transition 1 20' 40' IFTrayekvay 1 40' 1 Tor I Construction Access I Bo, 1 120' `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 closed. When more than one lane is closed, a separate arrow board shall be used for each closed lane (see Figure TTC-18). 9. The buffer space length shall be shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 10. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck - mounted attenuator shall be used. 11. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights 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. tion:' 13. PTRS and their supporting signs may be used see Sections 617.99 and 6G.25. Long-term transverse nimble strips may be used in long-term situations. see Section 6F.99 and TTC-20.2 14. The supplemental PTRS may be eliminated.2 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 TTC 16.2 September 2019 BARRIER FLARE RATE Speed Limit (mph) Slope Ratio 70 22:1 65 20:1 60 19:1 55 17:1 50 16:1 45 14:1 40 13:1 35 1 11: <30 70:11 2: Revision 2 - 9/1/2019 September 2019 Page 6H-19 Shoulder Closure with Barrier Operation (Figure TTC-6.2) T 0 300' 0 O _ 02D-2(M TRAFFIC BARRIER BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 BARRIER TRANSITION SLOPE RATIO SEE NOTE 5 FORGROUP2 DEVICE SPACING SEE NOTE 3 TYPE B WARNING LIGHT GUARDRAIL O r'-SEE NOTE 6 -O RIGHT SHOULDER W21-5aR SEE NOTE 1 / CLOSED 6- OPTIONAL SEE NOTE 10 -SEE NOTE 1 RICHT saaumDn W21.5bR L AHRD I - SEE NOTE 1 ROAD L WORK W20-1 AHEAD Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.2b _ 00'EL SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 10) SUPPLEMENTAL PTRS OPTIONAL SEE NOTE 14 SEE NOTE SEE NOTE I SEE NOTE R4-V7L KEEP LEFT SEE NOTE RIGHT LANE _ cLOsat AH SEE /\ NOTE W20-V28L SEE _ REQUIRED NOTE 2 WITH PTRSVSTRIIBPLS SEE NOTE 2 ROAD WORK AHEAD 2: Revision 2 - 9/1/2019 aaaaaon 0 �0 (3 i O O Page 6H-41 PTRS SPACING (CENTER TO CENTER) H)STED/STATUTORY SPEED LIMIT S40 MPH 10 FEET 41-55MPH 15 FEET > 55 MPH 20 FEET _",MINATED FLASHING (AMBER CAUTION MODE TYPE B OR C O /LLUMINATED FLASHING O I --I ARROW BOARD O TYPE C ®a I SEE NOTES 4 & 8 A6 I W4-2R use .raps VV9-2L Y an RIGHT W9-3R LAME CLOSED HEAD PTRS OPTIONAL SEE NOTE 13 W20-V28R REQUIRED WITH PTRS auaatE W20-V26 iillo STRIPS REQUIRED ARM WITH PTRS It ROAD .16 i� WORK W20-1 AHEAD PCMS -SEE NOTE 3� Page 6R-114 Typical Traffic Control Signing for project Limits (Figure TTC-53.0) LYS)TES September 2019 Silo This layout depicts signing requirements for notifying motorist when they are entering and exiting a potential construction/maintenance area with a duration equal to or greater than 60 days. Standard: 2. The ROAD WORK AHEAD (W20-1) sign or the ROAD WORK NEXT XX MILES (G20-1 (V)) sign shall be placed far enough in advance of the project limits so that other warning signs in a series may be adequately placed prior to the condition they are warning about. 3. The ROAD WORK NEXT XX MILES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail installations, shoulder restoration, etc.) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile from the point of installation to the END ROAD WORK (G20-2 (V)) sign. 5. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 6. Far projects with activity areas 2 miles or less in length, the ROAD WORKAIIEAD sign should be the first sign motorist encounter. 7. Sign spacing should be 1300'-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 35W-500' where the posted speed limit is 45 mph or less. 8. All connections within the project limits should be identified with signs indicating to motorist they are entering or exiting a potential construcdon/maintenance area. O TTC 53.0 September 2019 PROJECT LIMITS Page 6H-115 Signing for Project Limits (Figure TTC-53.0) - G20-2 (V) 500 ± OR (SEE NOTE 2) G20-1 (V) SEE NOTES 3&4 w 0 Q w¢ wz 2 z � fL' J > 0 � H Q LLJ Z O 0 L� J LLI -Q 0 LLI C0 N J L L Q Is 49 Z LU Lu Z Z UJ V / J W 0 0 z 0 0 LL LLLNL I..L_ LL /Q I..L I..L G W 061>�20W rZi DANIEL C. HYER a Lic. No. 45596t ZONAL APPROVED DCH SUBMISSIONI Nil 6 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C3.3 TP60 N�= LEGEND: rh I O O STANDARD/ACCESSIBLE W 1 zIr I 4/ 5 PARKING COUNTS Z I - / O I 12 a 3 STANDARD CG-6 1 aIw I tt rn I > ® CG-6 SPILL CURB a W Lu I / EN ACC EAS �� I I ® CG-6 TRANSITION CURB g1° STEEP SLOPE (.B.529 Z �1J5� AREA (TYP) \� TMP.32 58A L R50' I ® ADA PATH AND LANDING _ TMP. 32 -39B z /F JOSEPH M JR 0 JUN K TE RY - I APPROX 5' . S. 698 F. ESMT 0.9 EEMENT) COMMONWEAL TH OF VIRG/NlA(A 6 D.B.4574 .676 � N BMP SOIL MEDIA DEPARTMENT OF TRANSPORTA TION D . B. 698 P 33s AND D. a 644 P 2/3 1 x D.S.629 F..104 (PLAT) 1 R5, 1 CONCRETE Z D.B.4574 F..676 ZONED: Cl COMMERCIAL / / N tL HWPB.X/V P.200-207 /PRESENT USE. COMMERC/AL EX SA/ M Asphalt / HWPB.X/V P. l5/-158 "�' NEW EMPORARY CONSTRUCTION 9 / • / 'V I s \ TOP. 34.47 �M ZONED: Cl COMMERCIAL "' EASEMENT (D.B.5293 P.78) R6.5' 1 /NV /N.� VI . (LAT) 1 cue � PRESENT USE' DETENTION POND X lNV 1�525.72 R3' / I > to / /NV. 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WAY i NEW CONSERVATION ESMT i/ /R25' N PROP. LIGHT 1 h o AREA (TYP) (D.B.5551 .265-272) - j R25' o POLE (TYP) / CG 6 TRANSITION 6 TRAN ITI N CG-SPILL CURB (TYP) 1 I m EX SANMH �� RF CURB (TYP) � . w R3' R30' o I Q TOP'560.15 \ , . ` .� ' INV. 1N' 542.45 /NV OUT, 54225 f` I 'Y ° -r r a'DEC. R51,5' �r 16 p I L� .91I eq 1 1 R5 STNDS CE I R28 ASHEETZ STORE > lne DEc. UNDER b" ' � , PARKING BOLLARD ->' � "- , - > I II 4G I i 6,077 SF R39.5' 15 46 0 4n�il I LLJ Q HIGHWAY COMMERCIAL7CI COMMERCIAL b" 9' X 18' FUELING I I PROP. FLAGPOLE 1 1 w Z ZONING DISTRICT DIVISION LINE ( CURB CUT RA2 ° j . O (TYP) 1 p 1 45 - CONCURRENT WITH PROPERTYBOUNDARY 14 : SPACE 1' WITH LIGHT I a. I TP / e ® "a lJ NEW 'PARCEL X" 5. I 1 44 �T I 1 �/ J J > Z 14 * > RPORT AUTO IN 13 1.: yp ;. I AIR MACHINES (2) 1 1 Q TMP.52-40 O PHASE2, LLC 65' -` °, r - / 1 0 J AIRPORT AUTO INVESTMENTS, LLC BIORETENTION' 24 IeCI 1 D.B.Sl89 P.548 ti 1 " ' FILTER A 0 D.B.5551 P.265-272 (PLAT) j pA - 1 43 / , f 1 I b LLJ 11 >' U I p' Q 1 I I a 0- 10, ❑� I Z 353 AC D.B.3503 P. lBO-187(PLAT) s I r 1 >. .. > 1 I I m O D.B.3/92 P.264 I \o W ZONED. Cl COMMERCIAL _ ' _ 42 s N (n U " CAR WASH MENU Q ° PRESENT USE.' COMMERCIAL 7.75' 1.5'^ °? 1 ° FUEL CANOPY I N I O / I nR 1 D. 9.27/7 P. 3/7 n ■ a 11 ' n> J W D.B.2284 P.J85 r I I AND TELLER GREASE TRAP 1'. 4,538 SF i `A / h� f I ~ Q HWPB.XIV P./5I-I58 CG-6 SPILL CURB (TYP) 4 ❑� - > > , to 41 / ; �i1, s 1 0 z Q HWPB.X/V P.200-207 CAR WASH 10 10' - - - "� I �bg1 O it W D.S.715P.6,54(PLAI) { I 14° Ip' I_ RECLAMATION TANKS I P m ZONED: HIGHWA Y COMMERCIAL (HC) r - - - -- - _ I 20'- ZONED: , *��_ ' I / 1 J PRESENT USE COMMERCIAL \ I CG-6 O y O s. i-�° 01 / 1 I PROP. AT -GRADE PAVER SIDEWALK ' g -` I r/ I Q I� 39 1 s 1 375' 36' 18' .7- _36 5' � bail �m � Q a e a °" T „ GRAVEL CAR WASH 1,024 SF AI EX VDOT DRAIN ESMT PRO✓ #0649 002158 �y0 '>° .I - . .> > . , ''.J •.�• •'t,• ' ••>. Tf'. /wv / O 4 R6a 1.. 12 5 g 35 /e ,n ,'2J,. :•. •!. .`I 4 •• . L;'. z..,.. 1 1 eke 1'' 1 'Doter VAN NIN>co ® 1 R 15' D 74,4' ► CURB CUTS R4' R3.6T } 10''j♦` 0 33 I 1 I 1 1 CAR WASH 9, BOL(D N EX. SPRINT/CENTEL & DVPESMT TP 1 1 0 11 I CLEARANCE BAR CG-6 SPILL CURB (TYP) p PR ✓ # / 32Ln B 1 / PROP. FH w rn a 1 I 1 TH OF N NEW PUBLIC UTILITY ESMT I' O *� ° +� Y P p S,a7 I r •..a 1 0 1 1 SITE PLAN NOTES: r (D.B.5551 P.265-272) I I i Velol Bldg, 1, R55' R35' ° ,. ° >° ° �; • f 1 f 1. A KNOX BOX(TM) IS REQUIRED. CONTRACTOR TO I1791 I 1 g R3' 0 If COORDINATE LOCATION WITH FIRE MARSHAL'S OFFICE. 06�>�201> 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 bV=45.2 2. RADIAL CURB DIMENSIONS TAKEN AT FACE OF I �S lNT/CEN L SM � 1 - ,. °,� � CURB/FLOWLINE. uc. No. 45596 o°�,0� Ro✓ #06 PROP. UNDERGROUND VENT PAD 19 20 21 22 23 24 25 26 27 28 29 30 31 / © OTHERWISE DIMENSIONED. 3 CURB RADII ARE 5' UNLESS A � } „ �!J ` VACUUM PAD signal I 4 VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE M�0 RELOCATED AIRPORT AspnaR / y 40' , (3) PROF.' ATER d ` - Q NAL Foflic p01e I; ENTRANCE CORRIDORS SHALL BE ELIMINATED. J bW 47 DIRECTION SIGN o ° w M I - - - - - - - - - - METERS ° 10' BUILDING/PARKING SETBACK LINEe EX RIGHT OF WAY Quit 5. WHERE CONCRETE PAVEMENT ABUTS CG-6 SPILL CURB, t (ENSURE T MIN. TO j R50' a z/\_/ - \' f _ o CONTRACTOR MAY EXTEND CONCRETE PAVEMENT TO APPROVED DCH BOTTOM OF SIGN) wv` _ - _ - - - -�77 7 Kr CURB FACE AND ELIMINATE GUTTER PAN. WHERE R50' ^` PROP. STEPS WITH HANDRAILS k„ ` I SUBMISSION1 Ni' 6 N 55039'57" W 126.99' 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 BE /V 55°02'36"W l7./l' DRAINAGE PATTERNS SHALL REMAIN AS SHOWN ON TIE TO EX. S/W EX 5' PUBLIC S/DEW4LK 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 INTO EX. CG-7 EX. CG-7 EX. 5' B/KE LANE STA TE ROUTE 64 9 (AIRPORT RD) - ELEV.• 547.89- SHALL BE CHAMFERED PER DETAIL 1/C4.3 TO AVOID 400' 8,600 ADT CONCRETE WEDGES OF 90 DEGREES OR LESS. � SITE PLAN 1" = 20': 0 20 40 C400 SPACE 12'1 1' CENTERLINE GRID RESERVED PARKING R5" N -1" 5" PENALTY p $100$5 FINE 12° TOW AWAY ZONE 5" 20„ Cn 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_ ADA PATH .. d NEMENTEDGE 8' MIN. T 8' MIN. 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 RIGID SURFACE FINISHED GRADE (WHERE APPLICABLE, SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) f- 2% CROSS SLOPE (SLOPED TO DRAIN) P � I -III -II ��� ��� III —III —III —III —III —III —III —III— — 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE —_ -III-III-III I -III -III -III III MIN. 4" THICK,: oOOO FSI CONCRETE =III -III -III -I I I -III -III -III I I -I I I -I IIII -111-111-1 111-111=1 11=III-III=III-III- -1 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 \ — I I —III —III —I I — 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\\//\\/ ORETAINING WALL SECTION 4 1" = 2': 0 2 4 �}4" 2"R SEE PAVEMENT SECTION 7 . 1:12 —� m . a VDOT CLASS 2% , .e A3 CONCRETE I- 6" -- 24" PAN SPILL CURB 8" CONC. STONE 3 04 BAR5 CONTINUOUS E� VARIES (7' MAX.) "K" 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 25. 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. 12" MIN. #5P4WOC 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 BRICK TO MATCH BUILDING U _III II�■IIILl�II�11lI�II�IA■IIII■ � I s CUBIC YARD :ASH CONTAINER 2S'-3o•t FOOTING ZYHIS BRICK FOUNDATION b 8` G.M.U. HAZARD MATERIA STORAGE GONTAINE 8 CUBIC YARD 5'-O.lB` I" CONDUIT TRASH CONTAINE 44X4" TUBULAR STEEL FILLED w1CONCRETE AND CAPPED. PAINTED DARK BRONZE WITH 12"XI2"X J -S" MINI. CONCRETE FOOTING. TYPICAL OF 4. SEE 4"X4" BOLLARD DETAIL- Ir C.M.U. FOOTER INSIDE OF ENCLOSURE TO BE PARGED AND PAINTED DARK BRONZE TRASH ENCLOSURE DETAIL I C. a I III 0'-5 ' 1Y-24"t IB'-64`t I'-11g 8'-3" WIDE GATE, 7'1 HIGH (TYPICAL OF 2) DARK BRONZE AGM GAP TRASH ENCLOSURE SCREENING WALL ELEVATION (FRONT) -- IRRIGATION CONTROL N /1 PANEL �J J W g - H05E HOLDER w Z CO Q MOUNTED TO WALL = z 0' w J 0 H BROOM HANGER MOUNTED TO WALL W Z O (n O U cn J J U 1 �zQ LL O I� wCo U —i ¢ Q 'LL^J v ) 5'1 WIDE GATE, 7'1 HIGH BRICK TO MATCHr BUILDING 12" G.M.U. FOUNDATII 3•X 1"-w FOOTING 'CH OF 7 GJ 061>�1?021 r2 r DANIEL C. HYER a LIC. N0. 45596t L-1ONAL 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 PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH, 5 CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. Y D.; • D. SURFA • ie -fie • ie. • • BASE e -. 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 13 GG-2 e SURFACE BASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 1. 2 3 4 5 R D A. D D D D D D D THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR CG-6 THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB 6 GUTTER. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB d GUTTER SHAII BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 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 AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ROAD AND BRIDGE STANDARDS SHEET 1 OF 17 REVISION DATE 201.04 O CG-2 O CG-6 O BARS A TO BE EQUALLY SPACED. / FOR NO.OF BARS / SEE TABLE BELOW. i� A BARS A AND C� 11111111111� -, 01e1. � 'llllllllll111111111111,1 1� . I■I■ il■I■ I■ 00 lam Im. Em I��E 11-MIM-�MIIIIIIIIIIIIIIIIII 1 1� ELEV. PROP. OR BARS A AND C nr n�' �' EXISTING WALK, BARS B J YARD.ETC. 11, ONE BARBER A BARS A PLACED UNDER EACH PLAN STEP AND TWO UNDER LANDING AS SHOWN. A . •� BN6 C*4 V1 • 0.917 CU. FT. I '!•+:' V2 • 0.573 CU. FT. V1 V3. 0.726 CU. FT. ''!': �•'•. N V ELEV. PROP. OR EXIST. V4 • 0.868 CU. FT. BARS A #4 i �•' SIDEWALK OR SHOULDER. V4 �•' FROM PICTORIAL VIEW IT IS SEEN THAT: BARS B #4 :•' V - V7 W2V2 (N-I)•V3 (WN•1)•2V4 :.,.: 27 SECTION A -A °!•: SUBSTITUTING VALUES OF ELEMENTARY VOLUMES; '�.,;..,• •" N V - 0.917W1.146(N-1)•0.726(WN•1)•l.336 • 27 �.•:� V - INDICATES TOTAL VOLUME OF STEPS IN CUBIC YARDS. V1 2INVL�OMPUTIN- INDICATE ELEMENTARY VOLUMES USEDW - INDICATES CLEAR WIDTH OF STEPS, IN FEET, BETWEEN SIDEWALKS. N - INDICATES NUMBER OF STEPS IN INSTALLATION EXCLUSIVE OF LANDING. L1 - INDICATES LENGTH OF BARS A IN INCHES. L1 • 13.038N • 8" T F NUMBER OF BARS A 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' Ai� 5 6 7 7 8 8 9 10 W - 5' O 't 6 7 8 9 1 9 1 10 1 11 1 12 L2 - INDICA ES LENGTH 0 BARS B, IN INCHES. L2 - 12W • 9 L3 -INDICATES LENGTH OF BARS C, IN INCHES. L3 13.038N • 18" HANDRAIL IS TO BE PROVIDED FOR STEPS HAVING THREE OR MORE RISERS, AND WILL MEET THE A LANDING IS TO BE PROVIDED WHERE 12 OR MORE STEPS ARE REQUIRED FOLLOWING CONDITIONS; MINIMUM SIZE OF LANDING TO BE W • 1 FOOT X 4 FEET. 1. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES ENCLOSED, AT LEAST ONE HANDRAIL, PREFERABLY ON THE RIGHT SIDE DESCENDING. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. ON STEPS LESS THAN 44 INCHES WIDE HAVING ONE SIDE OPEN, ONE HANDRAIL ON EACH SIDE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES OPEN, ONE HANDRAIL ON EACH SIDE. FOR OTHER WIDTHS THE APPROXIMATE SPACING BARS A 4. AN ON STEPS MORE THAN 44 INCHES WIDE BUT LESS THAN 88 INCHES WIDE, ONE HANDRAIL ON MI 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. �'LF,r ENCE� I `vWT STANDARD CONCRETE STEPS FOR V2�1 SLOPE ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 2 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.0E H•MAX. 6'-0"-�-MAX, 6'-0"�{ GRIPPING RAIL �1 4%2" O.C. �d' NPS PIPE PICKET IR4''A" O.C. S/�" SOLID PICKET GROUNDING ELECTRODE SEE ROAD PLANS FOR RETAINING HR-1 WALL DETAILS. MAX. 6'-0"�(� I MAX. 6'-0" >•-I /i" DIAL SOLID STEEL SMOOITH ROUND ROD (TYP.) OR 1" STANDARD PIPE. ANCHOR ears o.c.�{ (TYP.I I 2" MIN RAIL EXPANSION JOINTS AT I-1' L3" INTERVALS NOT EXCEEDING MAX, 30 FEET. T-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE f7i RETAINING WALL RAILS 2" MN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS : 3'a" MN. NPS f1.05 O.D.) SCHEDULE 40 PIPE OR "MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) ' i SEE ROADWAY PLANS 2" min. OR TYPICAL SECTIONS FOR DISTANCE TO 1%=" NPS SCHEDULE 40 PIPE SIDEWALK OR SHARED GRIPPING RAIL USE PATH. GROUND: 2" MIN. 21/4" min ELECTRIC SOLID STEEL S OOTH ROUND RO CONCRETE FOOTING TO BE DESIGNED BASED ON GRIPPING RAIL DETAIL SOIL CONDITIONS.JT!! MIN ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) NOTES 1. THE CC GRIPPING RAIL SHALL BE INSTALLED WHEN THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. EARTH FOUNDATION DETAIL RTO AILOW GREATER BE THANAL PERCENT. GRIPPING (FOR USE WITH TYPE II& IIIRAILINCS) OF THE RAILING. MAX. 6'-0">+-MAX. 6'-0" SEE ROAD PLANS 4'/:' O.C.;'i' NPS PIPE PICKET r4" FOR RETAINING r41/e" O.C. `5W, SOLID PICKET 74" WALL DETAILS. RAIL EXPANSION JOINTS AT-;" INTERVALS NOT EXCEEDING 3" MAX. 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 : )'a" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE OR "MIN. SOLID STEEL SMOOTH ROUND R( HR-1 TYPE III BICYCLE RAILING 3" MAX. ANCHOR BOLTS POSTS f/a' MN NPSE(L90P O.D.) SCHEDULE 80 PIPE RAILS P/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) 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 RAPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. S. 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 IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD REFERENCE 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 IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL 70 THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. COMBINATION 4" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION 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) : 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 MID 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 Y2 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 STRAIGHTEDGE 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 49 z aLAJ Lu Z Z m J Q9 uj N W z J W 2 z J > W 0 0 Q W 7'H = o W OU) ~ J LEIz_ Q OLLw O m N I L Q \\ / I 061>�202> r21 DANIEL C. HYER a LIC. N0. 45596E /OVAL APPROVED DCH SUBMISSInNI NI1 6 PROJECI 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 C402 O APPLY TACK COAT SEALER TO 1o1:1y �11 1j1j1�1�1�1� ..1�1� • GAS CANOPY PADS PARKING AREAS DUMPSTER OTHER CONCRETE/ ASPHALT TRANSITIO F ll :... . FIT 4 CONCRETE / ASPHALT TRANSITION SCALE: NO SCALE SHEETZ PAVEMENT TRANSITION DETAIL STOREFRONT BUMPER POST FLUSH SIDEWALK/PARKING AREA SCALE NO SCALE G'onvenience�rchitecture SITE AND STOREFRONT GURBINCs BY - and .2sezysz P.C. 351.9er`,IAW T bu,PA16625 (814)239-6013 A FIICFOIE — LIETAL COLLAR NfA(fixEO WITH FLAGPOLE GRACE mom GYILK FLAGPOLE FOUNDATION SCALE: NO SCALE venience A and Design P.C. IZ Wae Clav bum. PA 16625 (814)23 LEGEND POLE SLEEVE GOLLAR HEIGHT SIZE A IT&SE SIZE 40' 12` 0"l 48" 2, 0"l 16" DIA W. 10" Da. 1 42" 22" D0. 12" DIA. SAND FILL TUH FORT( III. -111- 8. OF FOUNDATION OFF iN 1'-0" OF rouNBATpN SCROTUM 4 SAND FILL TREATED LUWR WEDGE (TIF.) EAST-M PLACE CONCRETE LIGHTNING RODS, BASE PLATES A4DZ DJGATIIA,ED LIEFLKTFULL SLEEVE FUR FLAGPOLE FOUNDATION .V Fi" OR 8" DIA. STEEL PIPE WITH Z CAP w IL W a m PROTECTED ITEM ZU ID POURED CONCRETE E II s li, I a ,TUTU I� — III III1��IiIIIIIIIIIIIiIIlllll� 6" OR 8" DIAMETER PIPE BOLLARD SCALE: NO SCALE 0onvenience4rchitecture 6" oR 8" PIPE q BOIL LARD and JJ� P.C. 3919 Nay, M bu, PA 16625 (SM)239-6013 ai AIR MACHINE PAD NOTES: ELECTRICAL NEEDS ARE A 120-VAC 30-AMP 610 WIRE CIRCUITS WITH GROUND POWER CONDUIT FROM BUILDING TO AIR CONCRETE CURB MACHINE IS TO BE RIGID PVC WITH FIRST AND LAST WIN 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) 046-6161 MAXIMUM DISTANCE FROM FINAL GRADE TO TOP BUTTON ON AIR MACHINE TO BE 464 SIDE SECTION VIEW 4"X5 E DOWER C 'ED FR01 i" W(iH 4,-24 GJRB I•_4a PLAN VIEW k 4 AIR MACHINE PAD SCALE- NO SCALE FRONT VIEW I'-4" E convenience 4rchitecture AIR MACHINE E�o PAO DETAILS ... and _2s P.C. FILENAME 351 Sheetz Wag ClaybugL PA 16625 (814)23R-6013 E NOTES NOTES= SIGN CABINET T 1. DESIGN IS BASED CN SO TO 120 MPH 3 SECOND CONNECTION DESIGN GUST DESIGN WIND SPEED MAX PER IBC 2006. BY OTHERS. EXPOSURE C- 2. FOUNDATIONS ARE BASED ON A SAFE LATERAL SOL ELECTRICAL DESIGN BEARING PRESSURE MINIMUM OF 300 PSF PER 'Urµ` BY OTHERS. FOOT OF DEPTH. 501L REPORT WAS NOT FURNISHEDALLOWABLE . PRESSURE BEARING SHOULD BE V RED RIOR TO PLACEMENT CONCRETE. DO NOT PLACE FOUNDATION IN FILL 3. CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. 4. SUPPORT MEMBER SHALL BE FREE FROM DEFECTS AND SHALL MEET ASTM AS00 GRADE IS WITH A MINIMUM YIELD STRENGTH OF 46000 PSI FOR TUBE. Dl�BIN�T PLATE AND ANGLE SHALL MEET ASTM A36. 6 kb XI14" 5, STRUCTURAL BOLTS SHALL BE ZINC COATED A525 0 STEEL TUBE UNLESS OTHERWISE NOTED. 6, ANCHOR BOLTS STALL BE CUT FROM AND ROUND STOCK, EXPOSED SURFACES SHALL BE GALVANIZED OR COATED TO REVE14T CORROSION. OPEN l\ 1. ALL VOIDS BETWEEN COLUMN BASE PLATE AND FOUNDATION SURFACE SHALL BE COMPLETELY Q FILLED WITH HIGH STRENGTH, NON -SHRINK GROUT. - IS•i0" C.C. S. WELDS SHALL BE MADE WITH EIOXk ELECTRODES FIELD VERIFY PRIOR TO FABRICATION BY PERSONS QUALIFIED IN ACCORDANCE WITH AWS 12-5" STANDARDS WITHIN THE PAST TWO YEARS. 'm S, STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 WITH DEFORMATIONS IN 1" DIA.X42" LONG ACCORDANCE WITH ASTM A-305. WELDING OF 12, 0" 6"on e" CURB ANCHOR BOLT REINFORCING BARS IS PROHIBITED. IB.TWS DESIGN 19 PROTOTYPICAL AND SHOULD NOT l'-S" i OVER BE USED FOR SITE SPECIFIC APPLICATIONS UNLESS DEEMED SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER. CARTWAT GRADE ' " _ • ` • •r' VERTICAL REINFORCEMENT-.1•' a • z = i' 'S: N (0 85 BARS AT 13' O.O. S' OR 11' q `_ -� ...�. .'y,, ` '� HORIZONTAL REINFORCEMENT- It.,�." •'"'� ,•.fi •, " Ma (5) 85 BARS AT 14' O.G flh ,} .' 1, n •:%•�''�.%.+' ON LEEWARD AND WINDWARD ••'+.,. •'t •� i. l•,, .. .: - )� FACE. DO NOT WELD REBAR. :. °.. w: • : 'y :Y .: •F . f':�.. �i �: A}•i 3"MIN. COVER. %+..: ai � {a•i . •. ` r ,^ I^ I 2•�r` 2.55 CU, YD5 OF CONCRETE REQ D PER FOUNDATION TURN �1 DIA.X42" LONG _ / ANCHOR BOLT A (6) 66 BARS ON A '' A. a: ..:.: ,.� 21" PATTERN WITH `• t ';: (4) 63 STIRRUPS 0 .. y . 6" D.C. AT TOP 134, = ' THEN IS" O.G. THEREAFTER 1.32 CU. YDS. OF CONC. •...•.; "• REO'D. PER CAI5SON OPTIONAL CAISSON FOUNDATION NO SCALE dct o � s a;F ' 3+ ry 9ECtION A -A CLEARANCE BAR DETAILS NO SCALE o/ VERi TURN STEEL TUBE r3"X3"XI/2` STEEL GUSSET \ �I DIA.X42" LONG X ANCHOR BOLT 13°XI3"XI" STEEL BASE PLAT A NO SCALE a Q`. 4 A e . _ HIGFI STRENGTH, A e A b NON-SHR•!C NROUt ANCHOR BOLT PROJECTION DETAIL NO SCALE EAVY ( NUT DIA.X42" aNG NC40R OLT '_AYY HEX TACK D TO .r ANCHOR BOLT DETAIL No SCALE IN —In IO2• 13"XI3"XI 3/1ro STEEL BASE PLATE 1 1/4" DIA. HOLE TYP. wig 6"X6"XI /4a' i STEEL TUBE 3"X3"XI 12" ON10 STEEL GUSSET BASE PLATE DETAIL NO SCALE 112" GUISSETT DETAIL NO SCALE 55ET SHEETZ CLEARANCE BAR DESIGN INTENT UP TO 120MPH MAX. CLIENT: LIDS SIGN COMPANY 5107 E138ELL AVIINU6, ALTOONA, PWNNBYLVANIA 1680E PHONE: (614) 949-6267 PAX: (614) "11-620E SHT. 1 By- HMA Proled Nut 12 OF DATE: 04/25/12 Orcrine BN1 W z J N W g W z 2 z 0 Q J � Q LLJ z L ' ^ Q _ J LL1 Q _J Of z_ 0LL LLI 0— — DO _ J I L Q W CH Op J 1 W I� W uj U/ 06111 2IM > r2 DANIEL C. HYER a LTC. N0. 45596! �IONAL B� APPROVED DCH 3UBMISSIONI NI1 6 )ROJEC I 1903600 T H E W 0 R K O F L I N E + G R A D E C43 .°� :.m •ram >�. ,a- - _._ ° - - - � •� .- ° ° m . m ° e °' e,°`. n ""' < � .dx'' ,�Pe^ Lq°� i AD °t� °. '6 ° a ' ° c{' ° e � & ° ? o c�'n t a'° e i a Tv e a 2'-0' WIDE CONCRETE SLA 3'-O"x6'-O" CONCRETE PAD FOR CASH/CODE ACCEPTORS AND TRASH to •� * ' be some height as curb �. . i .,d• ., .,, '` o ao TELLER 6,_0. TRASH CONDUIT STUB -UPS FOR CASH/CODE + :•:.••`:...i. "•� +. _ . e.':. L . - 'e "_.:1_ ' • j' - °^ = ` n ° _ sec - _ ° 0. H CAN ACCEPTORS to be 1'-0" off edge OF PAD and .+ • j--. '-�—+� — — — — - —'•' ," °•.` vie e .� °,e`. " . o e ° s centerline of wash bay of pad I - ( in o 4 circle ------ ------ ---- °p ., rO FACE OF CARWASH SEE CAR WASH BUILDING _ :]. ::°:✓ °• �: t. .; 3 PLANS FOR HEAT RUN 'I LAYOUT • 4" STAINLESS STEEL BOLLARD I moo, ° ° • I° ° 6a a_•` v e °V?°e i ., a voy B ° ° "- ° 4" STAINLESS V (OUTSIDE ENTRANCE) STEEL BOLLARD- n I 16'-j" 6'_¢" FROM FACE OF BUILDING TO FACE OF TRENCH DRAIN - ;,ff `10'-0"X 20'-0' HEATED - - ° to ENTRANCE APRON I — — — — m° ° I _ IV I I\ �o 20'-0" OF BUILDING TO FACE OF TRENCH DRAIN . v'� .., .. ... • _•. .. .... nit•' .. ny. _. .. .... .��. •_.. .. . ZURN TRENCH DRAIN MODEL Z-886 SEE DETAIL BELOW 11 PVC FROM CAR WASH TO INTERCEPTOR TANKS 1 — 1" OZONE FROM RECLAIM EQUIPMENT IN CAR WASH UTILITY ROOM. 18" FROM TOP OF TANK 1 1'-0" O I N � I TELLER — TRASH CAN 4" STAINLESS I STEEL BOLLARD 4" STAINLESS STEEL (OUTSIDE ENTRANCE; — — — — — — — — _ iii — — — — — — — I I �-------------J OIL/GRIT SEPARATOR UNIT FURNISHED & INSTALLED IN FIELD BY G. C. 4" ELECTRIC SERVICE ENTRANCE __\N\\\\ I • Y��ONE I J AREA TO BE BACKFILLED TO HEIGHT OF FOOTING AND TOP ,... ;_->.y I COATED WITH A 6" THICK CLEAN STONE BASE �°: ;�:r.•: ,. " GAS SUPPL I I 4;;.�.,• .: .-•:..' ''=. I I '''•��••�'` STUB SUPPLY & RETURN THRU BASE FRAME FOR CONNECTION TO DRIVE E SLAB HEAT BY G.C. (O WATER MAIN ---------- ------------------------- OPENING IN FOUNDATION WALL I I ' �'•% •'. ;,�'• FOR HEAT TUBING ACCESS "'•'"'r::'°%; ------------------------------------ L------- N _ — — — 1il7 12'-0"x 14'-9" HEATED EXIT APRON ------------------- ZURN TRENCH DRAIN MODEL Z-886 SEE DETAIL BELOW CHAMBER 1 II CHAMRFR 2 II CHAMBER 3 CHAMBER 4 11 CHAMBER 5 IICHAM13ER 6 II II II II II II II II TO 'SA � °° II II II II „. •� ° TANK I TANK 2 �YII� I nH NOTE 1 - 1" SCH 40 FOR OZONE WATER �t •, m° PIPES ARE SHOWN OUTSIDE THE WALLS FOR CLARITY AND"x SHOULD BE INSULATED AND INSTALLED IN SUBBASE C 8 BELOW GRADE CONCRETE WALL r... ` ,. i ' +, 4" PVC FROM CAR WASH UTILITY ROOM TO INTERCEPTOR TANKS a", g -, t ®I`'T ° 4 J = •. •' a. a, � � 2 - 2" SCH 80 RECLAIM LINES •:$ 4 1 — 1" PVC SCH 40 FROM UTILITY ROOM FOR . ®q FLOAT WIRING°°."° J. °°n °° rc ° �.°.° °�° � � ��. ° - ° °� o �'�'' a"�en:e °�=aa I° ate••°+yv'°°o° a ° s ° 2 — 2" SCH 80 RECLAIM LINES 18" ' •° ° ° '� =D a o ' a u ° e °: al 6 m OFF BOTTOM OF TANK WITH FLAPPER moo° Po ce ®, .° o,e e �,De a ° ° ��� ` ��_ ° .` k, TYPE CHECK VALVES ON BOTTOM AND "� n �V�°° UNION 1 1 '—Q" 3 ue-°m � ° ° .°P� a =�° �' °a "° u _ ° 7 - o- 0,." . 6 1 ° I°6 ° a .0 F ° ° FIT SE EY) edWo° au r C)R m la ZURN TRENCH DRAIN SYSTEM a •;MODEL NO. Z886 TRENCH NO. 8609 WITH REINFORCED GALVANIZED STEEL SLOTTED GRATE (RFG) P 9 0.D I°e Nv &�°Q d• o Wv I O eo :. tg �°v � / oa o�v e�10F_n e0 =�'- •e �' °weIFB �' e .°d �° o °°�° C° ��" v"'e m _. �� o° s� � °° °ee go�Eg�pe°�°Q �°� .a TAN K PRECAST CONCRETE TANK AN K P v a m a" °lg Q�43; ��a . 6'-0" CD O L 1'-0" u o 1, '.O -F. ZT, ° Y°PpyLy�6e �v V4 Do e6 6q R1=J Ki Pa i" rifl e 3e la" °'° " 50 "° o �? ° �AIR-VAC MOUNTING PAD NOTES ee m° w - ram•° 9'_1 Q"'-ELECTRICAL NEEDS ARE (2) 120-VAC 30-AMP #10 WIRE CIRCUITS CIRCUITS WITH GROUND C 3'-0"x6'—O" CONCRETE PAD POWER CONDUIT FROM BUILDING TO AIR MACHINE IS FOR CASH/CODE ACCEPTORS AND o "n TRASH to qIR STgNu RASH CAN VACUUM A a e = R ° 6„ TYP. a TO BE RIGID PVC WITH FIRST AND LAST 10' IN RIGID 'METAL CONDUIT AND EYS FITTINGS AT BOTH ENDS. =moo e to ° °xp. ,,, ° ¢ °-TERMINATED IN RECESSED 6" PVC SLEEVE UNDER AIR be same height as curb �° o ° §° p "°. e°MACHINE. e o _ LOOP FROM AIR STAND VACUUM WITH RIGID METAL CONDUIT STUB —UPS FOR CASH/LODE I O CONDUIT ENDING IN RECESSED 6" PVC SLEEVE UNDER 0 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 O ❑ M In a 4" circle' I USE WEDGE ANCHOR BOLTS TO MOUNT AIR STAND AND VACCUUM 15 -0ff CURB BOLLARDS ARE 4" X 4" X 5'. TO BE PAINTED BRONZE Tn FArF (1F 1^_ARWA1ZH m I 4" STAINLESS STEEL BOLLARD c� (OUTSIDE ENTRANCE) I I 10'-0"X 20'-0" HEATED ENTRANCE APRON I _ _ _ CARWASH_CENTERLINE _ _ _ _ _ _ _ _ _ _ I 0 I CURB �M n N N 1� g A e� 1°-ae 6'1'-4'1'-6'—4.,;:"`o 9 —10 O 4" X 4" X 5' BOLLARD TYP. ® m° e°u Z,e Rin`: 43WMA. HOLE FOR4' PVC t1' N. �° v."°3 DRAIN LINE (F&I 6Y OTHERS) n tj°° a IMd � P _ $" 0 b � I i I 1 ftgti ° al rg kP QL ------- ' 3 IgpmeOnC v A _ End view E :4"L 1f2'=I-(r sa P� �. wr° d.4• e �a., ems::. r s8,�lO a r " .71"v �, vn- n Level 1 :`n I ' �� s ` GENESIS Sheetz Requirements Projadmodw PmjodNmbw Doe orF-- � Pre -Cast Vault A101 www.genwash.com . Cheamd by checim scale frr- 1-17 11W2M4A5:22PM -` w 0 Q U W z J N LLJ g LLJ z 2 z � J H Q LLJ z I— -=) OW _j LLJ �zQ 1^Q' LLJ 1 Co N J I L Q I 0 49 z flC LU z z tlJ TH OF� 061>00V1 r21 DANIEL C. HYER a Lic. No. 45596t ZONAL APPROVED DCH SUBMISSInNI Ni' 6 PROJECT 1903600 T H E W 0 R K u L I N E + G R A D E C404 x// 0 535.35 (EP) � X +- I iii �iii ��/ii/ A� \ III Iv�hI1 / 1 1 I III;,` III TMP.32 -399 J�{� I �I z 1 /F JOS COMMONWEAL FH OF V I RGI IT ON 14PPR0 D AIT N O B 4��PN J \ O TP I n + /� � \ D.S.4574 -..676 I I I Ik I I IIII �\ 1 Y I Zt Wq.X/ V F..151-158 I I I I I I 1 I NEW EMS I Iij 5 EP e +/ III IIII I I ZONED: �•l COMMERCIAL I IIII I I I III \ 35 3( ) I o I I I PRESENT LISE TTION PONDEN� ,�etie III III \ X4�� �tr� i Ili I / I X-5 (EX VDOT ES-/) EX TOP, 541. 6VDOT � INV. OUT., 539.82 INV. OUT., 529.79 wV I / NOSED WN CURB �2 ENTRANCE INSET WV w� 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.( 52 OUT. SAN MH i i RETAINING WALL' b TP N536..: TOP. 537 V.IN52Z8027.75 / MAX. HEIGHT: , INV IN., 57.75 � / �xv INV. T. 7.65 `/ 48 553 8.14 , / x ' SD-12 ' / \ \ GRAVEL/3 2 INV. IN: 538.10 (SD-13)<- \ IBW 538.75 5 54 y li i 53� /TIN545.75 BW53___ CHANNEL B b 4n Tw 545.75 �hX r 54'I NOP� BW 539.98 -- - _ /� 0' h�0 p8„E p27.4 tf' S42'�•5 =-TW 545.75 54556 � I wiw ADA ACCESSIBILITY NOTES TP V))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 lef TMP.32 38A I ISD-1 1- - _ - DIMENSIONS AND SHALL BE CONSTRUCTED OF A H M JR 0 N�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 �` TOP 533. 58 3.629 P.l04 (PLAT) INV. OUT. rV.B3 N ^ 1 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 I'll TOP- 534.53 5. CONTRACTOR SHALL ENSURE NO CHANGES IN LEVEL TOP. 34.4Y�� 1 IT (D.B.5293 P.78) INV /N 6.0 (LAT) 1 j 4 P I 1 /NV //n[_ 52B.33 ( GREATER THAN OCCUR. NECESSARY CHANGES IN IN 525.72 534.31 RS `�� M ,b 1 INV. /N 528. 03 ( 1 /NV. OU : 25.67 Zu' INV. /N. 53L78 (. LEVEL GREATER THAN �' SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. (D PIN• E j58 / \ 1 6. CONTRACTOR SHALL ENSURE THE CRITERIA ABOVE vDC�6Rq 00Z� v i q SE I I ARE MET ALONG THE ENTIRE ADA ACCESS ROUTE SHOWN ON THESE PLANS, AND ANY OTHER SITE AREAS EP535.18i / 1 SUBJECT TO ACCESSIBILITY REQUIREMENTS. SEWS ' TC535.68 LP: 535.53 1 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. amr- 543 , 54 EX ( //AN. •��i�``.1"-6 D.R3597 .162-169 ff 545 W b / f, I TOP.' 55/.8/ � � t �� � RIM: 5637 cS� x�l INV. IN 04/.3i/546 ; '''a \ \ X DA LIN�I / INV. OUT, 541- AINLINX F� / 547 546.91 �- 545.95 RIM1544.26 SAz II SD-14 / 15`NOPEi S Z�� 545.50 544.85 544.92 \ l x�9 5 HIM:547.93 / 5a7.1a� 546.25 54.6. SD_9 ff .. 2.17 \\ INV. IN: 538.17 (SD-10) \ �54 X I\ \ �N SEW R $4 �: 548.35 544.08 zas. p l F I SQ •. 547.10 545.53 \\ yQp EX SAN MH (v 9 548.24 548.26 545.24 F TOP: AN MH \ /'^ , ' Oe ° II RO AN ICE 547.78 \ S S INV. IN: 542.45 \ ( CURB CUT 2 ,Z.-545.69 p INV OUT 54225 EP 547.96 ° ° t > 548.43 547.98 " TC 548.46 ° 9 \ ° ° 548.39 47.\44.19 � 575 548.31 548.27EP 547.98 STANDS O DEC. UNDER 6F 1 °, ' TC 548.48 SHEETZ STORE \ 544.13 LP: 544.0 I \ 548.08 FFE: 548.50 / r \ - > C AloftLP: 548.24 I I \ \ / / \ I ° SD -A - > / I`I 4° 1 SD-11 547.37 6' PVC - L >. � � RIM: 544.35 _ � '�. TP / 544.25 y5% ' 549.07 RIMSD-1547.70 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/RPORTAUTOINVESTME/VTS, LLC W 1 �, BMPA D.9.5189 P.548 I Q 1 ti I 1 l� I SEE SHEET C7.5 SD-15 0.3.555/ P.265-272-PLAN D.RJ50J 180-187(PLAT) 1 I n / FOR DETAILS _ INV. IN: 544.42 (SD-16) 49- - 53� F. C ✓ D.9.3/92 P.264 W w - v ° Q> / ' ZONE �COMME)F6/ALL J I II SF 5O 1R_ CC D. B. 2717 P. J17 X-7 (EX GRAM ESENTUSEVMERCIAL D.B.2284 P.385 TOP., 556.35 544.25 HWPB.XlVP.151-INV IN 54Z65(w) p INV. IN 54430 (S) 54.00 \FUEL C, ANOPY HWPB.X/VP.200-207 OUT.INV. 544. l5 (M /NS , A1D.S.715 P.634(PLAT) SIto ZONED: HIGHWA Y COMMERCIAL (HC) milm - - - On ' (31 Z ���- - PRESENT USE' COMMERCIAL I - _ HP:552.80' ,55 \ ^> a CHANNEL AI\ / a I X-7A (EX. GRATE) \ .I - .. 548.36 I °� >. A. - 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 ° � ° \� °-*=', i RIM: 546.21 \ FFE: 549.60 ` "� EX VDOT ORgIN ES/\�I HP 548.13 PRO✓ #0649-002-/58 I ,\ 7° •C�,�' e��.. - >- EP 548.01 548. \ 1 TC 51° 54788 I S 548.19 548.10• ''.o '%i: ,'•) P. ` 548.39 Q 0EP 547.92� !' , W >.. e i ' O TC 548.42� 1 •'; ,.�..' •�� >• .�;. �: o •551.66 551.38 550.10 °, I � °/.> (}��--/� HP 548.14 \ 546.94 ° `r. '; •," \ W 549.29 548.44 548.19' 15^ /� / L/ 546.48/ HOPE°Vr V�' -- t'. : f n 15" HOPE ".:=.:.•..... ; •;�'� .; .i,. „�-.:'n:: •• ".•, :,'•.7 �� - 549.64 547.74 _ ° _ _ / ' ° - 54 00 CURB CUT JA � n 547.67 gD_4 c)54 RIM:548.00 74,I 1 HP 548.30 Q 8 ' \I}� °° CURB CUT 1B \ \ � ♦a m RIM: 546.65 1 I I 552.64 I SD-6 `s �� \ EX SPR/NT/CENTEL 8 OVP 5 1 ` 546.75 546.64' PROPANE TANK 1 550.84 6 RIM: 548.06 \� Ao PR ✓ # f.. R L r) 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CROSS SLOPE OF 2% ON SPILL CURB GUTTER PANS. 1 3. CONTRACTOR SHALL PROVIDE SMOOTH, BLENDED I TRANSITIONS BETWEEN SPILL CURB GUTTER PANS 539 SD-18 RIM: 539.66 AND STANDARD GUTTER PANS AS SHOWN ON PLANS. 538.67 0 m11 MINIMUM TRANSITION LENGTH SHALL BE 5', OR AS ( SD-7 RIM: 537.84 1 540.03 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 f S W M C ,. * �+ X 28 (EX CUL VERT END) ° UNDERGROUND f `INV. IN 536. 10 DETENTION ` lxv �,s 1 I j 1 �oo�ti N LLJ w z CD Q J> z f� Q W Z O 0 (~-n 0 I z_ LU Q Q LLLLI J DO Q \ z Q 1 m 547.15a 1TH OF 1 Slay I 1 ss 555 549 \ Y•Q 1 0 ;91 1 1 EX INV OUT. 51.96 ��P Lf elol BI I y S / / / 548.15 ° e ° ° °' >° ° . , > ° 546.97 ri _ �; / 543.56 (EP) 1 S \ l '' \ D I MATCH EX. CURB IN O D3�>�202> 11791� 1 S 551.31 550.04 / .. ° 11 554.47 S� 55� / 549.36 549.12 ° ° fI� w= LINEANDGRADE 9 )j 2 � 46.7 U DANIEL C. HYER 7 . /� I., b:.- �i / by1=45.2 LIC. N0. 45596 S II n YT/CEN L S i� - �r�� I 553.78 554.47 S HP: 550.55549.60 548 69 - > 547.79 / / 2 LEGEND. I ` - / I �S I - - tw=48.7 i,,fflc// // pole U O /O STANDARD/ACCESSIBLE Asphalt 7M M - - -- - -- 550.29• • bw 47.4 Vaull v PARKING COUNTS 555.50'10", BUILDING/PARKING SETBACK LINE, - STANDARD CG-6 f r 5iaxA 551.61 „ 5 _ '550.34 _ _ _ _ o APPROVED DCH _- 556.50 / , / ______ ______ ___ __ T kr Al55°39'57"W126.99' SD-17 / 555.10 1 ^ 552.31 - ® CG6SPILLCURB SUBM�SS 6 7 nnl nir =RIM:557.23 - �_ _ _ _ - - - - 554.63 551.55 r+� \� I ® CG-6 TRANSITION CURB PROJECT 1903600 557.17 ® BENCHMARK N 55°02'36" W 17. ll' X_2C ADA PATH AND LANDING � o ^r Q s N.' 3935947.50 \ \ Toa 546.60 T H E W R K F X-B 3 \ \\ \ E 11501413.09 INV. OUT. 542.35 TOP. 556.88 SD-X8F ` X-9 s STA TEi?OUTE 64 9 (A/RP RT RDA ® BMP SOIL MEDIA LINE + GRAD E INV IN: 54958 \ � TOP 554.73 cS Q \ - ELEV.• 547.89- NV /N 549.2i-RIM: 556.62 ti INV. OUT. 550.99 Wl 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.B 64 IP213 Top 533. 58 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. \ 1 �\ INV. OUT. V 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 IFEET OF COVER MEASURED FROM THE I \ ` I NEW EMP RARYCONSTRUCTION / EX 534 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. /NN: 326.0 (LAT) N /� LINES, ETC. I x I INV. 525. 72 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 X-4 �� R IN• Z-I56 EXTENSION OF THE LINE. / EX POO7- RISER �� �` � 1 D nAo EX /5" Y ;7�_ - R � 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1 x-5 (EX uoorEs-/) roa 54[64 VDD p6u G SD-8 NV our. 53B.B2 / x E # DI-3B, L6 11. THE 12. THE SEWERALATOR SHALL BE ERAL BEYOND THEONSIBLE TO CONNECT ON AT THE SEWER MAIN SHALL LY WITH THE NO- LEADREGULATION PRIVAOE.THE SEWER LATERALEGARDING BRASS ISTINGS "All UB-OUT I \ / / \ �\ 48" DI� \ P J/ \ / INV. OUT. 529.79 + EFFECTIVE JANUARY 4, 2014 SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). `o RIM: 537.84 , � � '�A SD-B• EA gEW� f INV. IN: 533.48 (SD-B)f A CONCRETE RISER WITH TRASH RACK SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF _ _ ~ EK f INV. OUT: 533.38 _ �RIM: 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)5 // / 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 / < o EX SAN' MH /�/537 - TOP, 537 i X / 15" HDPE 15" HOPE INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. / SD-13 = _ V. IN 52Z80 (LAT) /NV IN 527.75 / 1 538 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 NEW SWM FACILITY ESMT � ` BMP B INV. IN:539.04�� DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE � (SD-14) � CHANNEL B SD-9 SEE SHEET C7.5 - CONTRACTOR. / INV. OUT: 538.94(D.B.5551 P.265-272) f� FOR DETAILS / VDOT ES-11 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-10) X/ SD-7 �o) X � �iPROP. LATERAL CONNECTION ���� - TO EX. SAN. SEWER 2�7.45' h� 15 �OP� o r -- q iI; ` i 40 9 - RIM: 53784' /Df3 � �O- - \ - - --��pF INV. IN:533.04s(\SgD7 -8)E ( EX 20/SAN, SEWE//ESMr -fiINV. OUT: 532.94 X-6 OB3597P/62-168 \g i.r„�S VDOT ES-1(15") :TOP, 55L8/ 3 INV 1N54/.3i SD-14 544 INV. IN: 538.10 (SD-13) ONV. r. 4LVDOT MH2,4'D.` /Al\ -INV. IN:53945 SDA) 5•NDPE� �� _ SD-10 .DI-3B, L10' INV. OUT:539.35 RIM: 544.26 'INV. IN: 539.70 D3960 V5'OF mmillill SAN SE 6" SDR-26 PVC X SANMH ` ' LIGHT POLE '. � � I I - TOP.. 560.15-- ` INV. /N542.45 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. IN @ BLD: 544.33 I 9 \' ^ YO A SA l (2) 4" S CTR AL TO S 5 �F y. oZ0 a RIM: 547.85 \ -r �4 r - \v ENCASE GAS LINE h co INV. IN: 537.76 (SS-2) L' SEE SHEET C7.5 FOR DETAILS Y N C ,4i0S 0, ° INV. IN: 537.76 (SS-4) DEC. UNDER 6" �I o1 �\ ��//I ° o' o co INV. OUT: 537.66 SDA SD-16 48" DIA CONCRETE RISER WITH TRASH RACK VDOT DI-3A (CUSTOM SHALLOW) 70 RIM: 547.f I ', RIM: 544.75 (C/0-A1) r 1 ° / L 11 \ I DI-3B, SD-11 INV. IN: 539.92 INV. OUT:539.82 INV. IN: 544.71 (C/0-1) r 1. I iC . :544.61 �� o f I RIM 54435 INV. OUT:540.12 ( y N INVOUTI 4" PVC LATERALS INV Co)� BLD: 544.33 _ 547 3 111 NO' SD-15 0 SS-2 548 I w o\ VDOT ES-1115 ") . O �> / ° SSMH, 4' I.D. \, INV. IN:544.42 SD-16 -54 w ( ) 0 -RIM: 0 _ g X-7 (EX GRATE) 1� INV. I N: 543.79 TOP. 556.35 >. � " � ..�� NV /N s476s (w) I I INV. OUT: 538.85 �.55� P4RCEL I' FUEL, CANOPY INV. IN 544.30 (Si 2 GREASE TRAP q/� ORR4UT0 / T oT - 1 INV. OUT: 544.15 (M \ ; I �s - `- I. INTERCEPTOR TANKS \ _-- -- PH/1SE2, L C � I �l� P` ° LIGHT POLE SHEETZ STORE - Q, , 5/ .265 27 (PL�T� I \ > os , I (TYP) 4" PVC TO 6,077 SF 6 P�353 AC xaa (Ex. GRATE) - - to - >INTERCEPTOR TANKS FFE: 548.50 D: Cl D E CIAL \ I I CHANNEL A o\ TOP. 559.43 \ \ _ S' ,I : - SD- INV. OUT.* 550. 03 \ CAR WASH _ _ _ GRAVEL `\� FFE: 549.60 1 I. ' ° ' , VDOT MH-2, 4' I.D. i-- EX uooroRa/N Es cp, ° RIM:546.65 PRO✓ #0649-0021 _ • Qom.. _ ;, „° INV. IN: 539.05 (SD-5) I4 ._INV.IN:539.70(C/0-5) INV. OUT: 538.95 S ''.J � P•'T ! I O O S T a• •} CJ I I .n I I Q� 1 P H DA HDPE \a .,:1 •.: .°,; ',. , .. . .J�` :.r. r.:. .L:.::.;" \ off° W Q`O, v. III � I I ,, � .• ° '° � m 15" ' Q� ; VDOT DI-3A SD-5 74'� (2) PROP. 2" TYPE "K" COPPER RIM: 548.06 \ VDOT DI-3A INVN WATER SERVICE LINES RIM: 548.00 4EX. SFR1Nr10ENTFL 8 o 1I I INV. : 4. (C/0-3) VR INV. IN: 543.66 (SD-6) \ PRO✓ #0649-002-158 PROPANE TANKl+ SS2 S INV. OUT: 5415 INV. IN: 544.411 N o ; I D I S 00 " 1 1z, X-2 (EX STM MH) HO /N 1 TOP, 534.53 P / N INV /N 528.33 (W) 1 INV. IN: 528. 03 (SW) 1 /NV. /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 40 I \�f I S,WM C X 28 (EX CUL VER ENO) I INV, /N 536./0 DERGROUND I I SD-18 )ETENTION i ` VDOT MH-2, 4' I.D. RIM:539.66 INV. IN: 535.46 (SD-19) jl INV. IN: 535.36 (X-2B) I +NV. OUT: 535.36 I I I I 1 I € I 1 I SD-2 I VDOT DI-1 RIM: 540.50 I I I INV. IN: 534.33 (SD-3) I I � I I I _;f flJ ,�, ►-� I 1 CONNECT TO EX. POWER POLE WITH / , f MIN. 150 kVA GROUND MOUNTED o H TRANSFORMER •/ o i 4 / y,ilne9b 1 / fiber a 1 � m = L 1 o I ,J 1 N I I • o/ /b 1 � �TITI I!�I I � ' 1 SD-3 qg 7 1 DI-3B, L6' 15 1 RIM: 546.21 INV. IN: 538.63 1 1 INV. OUT:538.53 i 1 )MM NHOLE N LLJ Q LL ] z U) J Q Q W z ~ O V) o J z_ LU J � Q � Q LL W Do J Q i INV. OUT:543.56 Se + I 1 1 ��TH OF FUEL TANK 1 Stay I EX INV. �(etol Bleg• ` 1 PROP. 1" WATER / / STORAGE T FUEL _ •' 6 ° ° , .' ° ° _; .° . VENT PAD ' Q 1 OUT 54/ 96 "� t.� 14 3 i 54 UNDERGROUND e• I RWSA WATERLINE TAPPING NOTES°� /t791 I 1 ANKS '/ w` l 06�>�202> 1 METER (IRRIGATION) NEW PUBLIC UTILITY ESMT / 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE O (D.B.5551 P.265-272) g �� -48.7 D DANIEL C. HYER a i CONNECTION TO THE EXISTING RWSA 12" WATERLINE. I I 1 PROP. 1.5" WATER � °. vriCEN [ S , � ' ° , �� / -�-' � � � �� bVt=45.2 uc. No. 45596 0 #06 - 02-15 e, °, a / _ � 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 LI '' / WATERLINE DURING CONSTRUCTION AND TAPPING. / � � I 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, `�F' GAS SERVICEOLINE 5 Q °� A6 10' BU / NE - �� signal THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" SLO gC\d Q'IS PROP. 1.5 WATER Q° - - - - b. 48,1 traffic// P01e U WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE NAI Asphalt lii W M }� - _ - _ Q - - - bvV 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 _ '' l ', -" - __ f / � / o SHALL BE PRESENT DURING THE TEST PIT. APPROVED DCH SD-17 ON EX. STORM PIPE _ - _ _ - �+ / -Rr 4. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING V 55°39'57"W 126,99'- D-- A2 1 A5" HORIZONTAL R 5 ORDERED SUBMISSIONI ni' 6 - - - _ SD-17- 45 RIZONTAL BEND THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO - DI-3B, L8'- - _ _ -&X4" TEE, 4" VALVE - _ THE TAP. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PROJECT 1903600 RIM: 557.23 A3 A,4 N 55°02'36" W I7. ll' PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. 1 CORP. STOP ' X-2c o 6"X4" TEE, 4" VALVE \ \ \ 6. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. THE W 0 R K OF Al \ TOP. OUT 60 54 roP. 556.9e SD-X8 � oX-9 NV 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 (A/RPQRT RD) \ �_ �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 \ 77wox WIDTH_-� PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO INV. OUT 548.33 RIM: 556.62 W� WI \ \ \8,600.4DT SET PRIOR TO MAKING THE TAP. UTILITY PLAN 00 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 BeaJIN INITIAL BACKFILL B za' IN6 MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A e BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a I INITIAL BACKFlLL UNSTABLE B" a MI 8' B• B" 5'DIL\ IN. MIN. MIN MIN. #68 STONE RANULAR FILL AS �Y4, •R, . �APPROVED BY ACSA r'-i'•<i:.= l I CK' STABLE SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 240 OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NITS FIG. W-2 TD-2 i1 TD-2 (DUCTILE IRON PIPE INSTALLATION) U COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID NOTES: (i) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 TD-13 (111 METER BOX) U e •" B •' •' I FF / � III SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. 512E OF OU.YD. (FEE CU.YD. BEND L I HIM T L H T 90 2.50 250 3.01 0.24 4" & 8" 4`T5 2.00 2.25 280 0.15 2.00 2.25 2.50 0.15 221/2 1.50 2.00 2.52 0.10 11 1/4 1.50 200 2.50 0.10 90 3.65 3.16 3.21 0.48 8" 45 221/2 760 1.66 288 2.16 2.77 2.89 0.20 0.13 3.18 291 266 0.32 111/4 1.66 2.16 287 0.13 90 4.83 3.83 3.42 0.83 10' & 12N 45 3.33 3.58 2.95 0.43 3.83 4,00 2.53 0.82 221/2 2.33 258 2.86 0.24 11 1/4 1.83 2.33 2.84 0.16 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NITS Fir. IN-3 TD-3 OTD-3 (CONCRETE THRUST BLOCKS U METER SIZE DIMENSION A DIMENSION B BIMENSHIN C 1 1/2' 3'1' 5'W 3'B' r 37' S' MIN, 4' S' MIR 31? MR I fif MIN, GREATERTHAN 4' PRWOSALS WILL HE SU)NITTEII. B DOOIR HINGES F-----------I I I 1 I I I I I I I I I I I I LIFT HANDLE TYPICAL METER VAULT N.T.S. FIG W-7A SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH "4' X 36' ILUMINUM ACCESS ITCH TD-14 TD-14 (LARGE METER VAULT) NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTIES- VILLE THREADS WHICH IS THE LOCAL STANDARD. III MIN LENGTH OF BRANCH VARIES (270) ITI2' 70 10' 8"-22. 7 CU. FIE /--VALVE BO #68 STONE-N ,( 42"MIN . ;'J ,• 6" GATE '. v"•�, VALVE B.. x 6„ TEE 25M P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE- 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FILE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE Orr 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 IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 OTD-8 (FIRE HYDRANT ASSEMBL T y O ® y_ N' MIN. 01 8" MIN. f 170 ___48' MIN. 4 r. ° or _I 4 3r71 :A IN MIN. ' • �•--17.r r ! 37' MN. WINGNUT LOCKING ASSEMBLY Y MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE 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 (1 1 /2" METER) NTS FIG. W-7B U IU-1b TD-15 (1.511 METER VAULT) 1' COMPRESSOR X 37B MALE PRE WIIPING� OR APPROVED EQUAL 1 TYPE 5C SOFT COPPER ]z •.I". NO E NO SWEATED Nrnxcs DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 35- MIN. 1/0 B0o 0DNIBN_\ I sk U TEE Q U FOR USE ON ATTACHED SINGLE FAMILY REEIDENRAL SERVCES OR DUAL RESIDENTAL AND IRRIGATION SERVICES. 2' FL '• IMPRESSION r 3/4' MALE PIPE COUPUNC PPROWD EQUAL "OR USE ON DETACHED SINGLE FAMILY iESDENTAL SERMCE WERE AN IRRIGATON IETER IS NOT PROMDED. CAST IRO! LD ------- JImsm DNAQE "/ A-COW4tATON STOP .IPA;P ¢Tq, `NECESSARY SAND qt WSi UNDER BOX ANO SETTER I2-INCH �tihi(iWl!�:. i�', :: q"i".-1' 14: 'i+e i 4• DIAE ER MAIN PIPE, W !:'%�T'•'.A LONG STONE POg(ET. YDDT MINIMUM THICKNESS) Ii3":E'�:,Iw.''.•• t I I I•.m,'•�h 4}:i, SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-SA I U-T U TD-10 (SERVICE LATERAL) 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 (DROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HONER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EIGS71NG 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 MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALT. HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL 45Iwo" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 VARIES WATER MAIN--/ `-" M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS VE BOX TO METER BOX (SEE FIG. THRU W--7E). -2" COPPER PLUG THREADED FOR COMPRESSION FITTING NOTES: R GATE VALVE WILL BE40 UNLESS OTHERWISE SPECIFIED BYTHEACSA " SERVICE LINE TO CONNECTAT MAIN WITH X"x4'TEE • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE R REFERTOFIG.W-5 FORTHRUST BLOCKDETAILSAND DEPTH OF COVER ON GATE VALVE. A NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. -• USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-BC ID-12 OTD-12 (LARGE METER SERVICE LINE) REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 360MIN LARGER THAN 5" IN ANY DIMENSION 24 MI INTIAL BACKFlLL* B"MIN (8" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE - BEDDING 6" max 4" min OUNDATION (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. 88 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 8" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-OUT TD-34 OTD-33 (LATERAL CONNECTION) 10 TD-34 (SEWER PIPE TRENCH) 49 Z MJ MJ Z 49 Z MJ N W g W z J 2 z H- L N I O O Q 1 (n U ~ �zQ I L co ��LTH OF GJ 01I r2 r DANIEL C. HYER a LIC. NO. 45596t /ONAL V� APPROVED DCH SUBMISSInNI NI' 6 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C63 DI-3A, 3B, 3C FOR DETAILS OF INLET EXPANSION JOINT wNw- IA \\, 1 w `V-11 U loom :.Em .............................� BA - .. KEYED CONST. JOINT L-VARIABLE - MAX. 20' - r' ' WARPED F 2`-0"'.{e.' 2'_6•• B 8"3'_0" 2" GUTTER APPROACH I (v 3 j i'�S A GUTTER lo a� • y.. BARS c I � 0 •., . BARS F BARS E B iv '• I #WEEPOLEDIAMETER BARS E FRONT ELEVATION BARS FBARS B - - - - - - (GUTTER REMOVED) B„ L� 5XI/4" BENT PLATE SECTION B-B " R /� TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & 00-7 STANDARDS. v L2%2'X21XIA., • GALVANIZZEED TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 & CG-6 STANDARDS. TYPE A TYPE B %2' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH %2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. NAPPR.PAVEMENT DI-3A L L DI-38 L DI-3C L WARPED PAVEMENT = = FLOW FLOW FLOW 1 1 I DETAIL WHEN USED T T R FOR USE ON GRADES ADJACEN 0 CU B FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 1 REVISION DATE 12" 30" PIPE: MAXIMUM DEPTH (H) - 8' 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 IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO OF PIPER OF PIPE 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 MANHOLE A DROP INLET I TO BE FORMED AND SPECIAL DRAWING. < IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILEDMIX HEREON IS TO CONSIST OF A CLASSPORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25% OF COARSE AGGREGATE MAY BE I >1' UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, o BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I I ....+.; /'.. SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I ���///��,''✓1 " AN OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSESONLY. EACH MANHOLE OR DROP INLET IS TO BE SHARED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AIBRIDG�TANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION i X _ _ X 1 - - CONC RETE w RETE TO BE - - - - - - ONC PSI MINIMUM PLAN \ \ E7k91Lai I! .� 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" 1'-9" 4'-0" 2'-6" 18" 9„ 2'-3" 1'-9" 4'-0" 3'-0" 21" 9 2'-11" 2'-1" 5'-0" 3'-6" 24" 9 „ 3'-7" 2'-6" 6'-1" 4'-0" 27" 10 „ 4'-0" 2'-1" 6'-1" 4'-6" 30" 1'-0" 4'-6" T-7 W-1 5'-0" 33" 1'-1V ' 4'-10V ' 2'-31/4' 7'-1 5'-6" 36" 1'-3" 5'-3" 2'-10 8'-1 6'-O" 42" 1'-9" 5'-3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 54" 1 2'-3" 1 5'-5" 2'-91 " 1 W-21 " 1 7'-6" 60" 1 2'-111' 1 5'-0" 3'-3" 1 8'-3" 1 8'_0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X X r CONCRETE TO BE I- _ _ - _ _ _ - _ _ - - - .w J 4000 PSI MINIMUM Ir PLAN _ SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 4'-1" 6'-1" 2'-0" 15" 6" 2'-3" 3'-10„ 6'-1" 2'-6" 18" 91. 2'-3" 3'-10" 6'-1" 3'-0" 21" 91. 2'-11" 3'-2" 6'-1" 3'-6" 24" 10" 3'-7" 2'-8" 6'-3" 4'-0" 30" 1'-0" 4'-8" 6'-1 5'-0" 33" 4'-10V 5'-6" 36" T-3" 5'-3.. 2'-K) „ 8'-1 „ 6'-6- 42" 1'-9" 5'-3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0.. 2'-2" 8'-2" 7'-0" 54" 1 2'-3" 5'-5" 2'-11" 8'-4" 7'-6" 60" 1 2'-6" 5'-0" 3'-3" 8'-3" 8'-0" PAY LINE - C B SLOPE DETAIL NOTES( PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". SPECIFICATION FLARED END SECTION `VDOT REFERENCE ROAD AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 O ES-1 3A/Da ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 PLACES -EQUAL SPACED ON AN "E" DIA. B LOCKABLE ACCESS r DOOR W/HINGE, MIN. 2' • 2' CLEAR OPENING 'II SEE NOTE 2 1- v, � P' DIA X 6" LG. HESIVE BOLTS FLAT WASHERS AND LF LOCKING NUTS. TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA B.C. I RISER DMENSION I.D. O.D. A B C D E 24 30 31 28% 7 11 27 36 44 45 4 22 13 19 40 48 58 59 54 2 13 21 53 60 72 73 67 2 17 28 66 72 86 87 80 23 35 79 84 100 101 93VA 25 39 92 96 114 115 W6V/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 XVD7T 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 APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTES FRAME & COVER THE TOP OF MASONRY IS MI BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR - BRICK AS DIRECTED BY THE ENGINEER. ZU MIX �w wti UN S sr'D. I 6�A FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY THE ENGINEER. • DIAMETER =•4•8"+(2 x.WALL THICKNESS) _I� SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45' HALF PLAN VIEW MH-1 B HALF SECTION A -A (WITH FRAME MID 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 MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 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 2.485 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 ERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION O M H-1 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6.ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 5 106.01 DI-1 %2 SECTION CAST IRON %2 SECTION STEEL NOTES 2'-7" LUGS TO BE L 2V/2" x 2%2' x I/j' m N r p [V m yl/ „ 2,-7„ 4'-2" PLAN CAST WITH 10'-4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR -� PLANS.FOR DEPTH GREATER THAN 10'USE STANDARD DI-1A B A N OPTIONAL BRACE RIBS CAST I GALV. IRON I STEEL 66 ± 43.6 LBS 3 LBS 1 INCLUDING INCLUDING LUGS CONNECTORS 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE %2' X 11/2' X 4" I 1 1/2" x 4" STRUCTURE. LUGS J yl/„ STUD SHEAR 4 IN THE EVENT THE INVERT OF THE (GRATE REMOVED) 1 -I CONNECTORS 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 SECTION B-B STANDING OR PONDING OF WATER IN THE 15, N COLLAR DETAIL /" MIN RAISED STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL LETTERING TO INLET SHAPING IS TO BE INCLUDED 2/ IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS 70 WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A u I IN -PLACE. 4' -2" HARDWARE CLOTH 2'-6" SEE DETAIL B 7. #4 X B" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE 1,_3„ I 2'-7" ' I PLACED IN ALL AREAS ADJACENT Ir'�II 4" DEPTH AGGR. �(I6B, #78 OR TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN w w w w p D _ BB x 6" N'IDTH \ LIEU OF DOWELS A 2"%4" NOTCH MAY BE PROVIDED. IL IL a s p. s'. a_ `•' SEE STANDARD T-DI-3, 4 FOR D - ALTERNATE DESIGN. iv- - ' D. COLLAR WEEHOLE SEE NOTE 8 _ B. 3" DIAMETER WEEP HOLE WITH 12"X12" _ETER 5 z 12" iv IZZED HARDWAREESH /�INIIMUM N OR GPLASTALVANIIC WIRE WIRE DIAMETER 0.03", NUMB 4 MESH Nivau in 12`15`18" OR 24" - HARDWARE CLOTH ANCHORED FIRMLY it iv � D � TO THE OUTSIDE OF THE STRUCTURE. HEMEM 9. CAST IN PLACE CONCRETE IS TO BE D D p • yy CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. SECTION A -A 1/2 -_'� 2 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD_CONCRETEI 15" CONCRETE PIPE - 1,528 CU. YD, CONCRETE 1 4 � 4' APPROXIMATE CAST GRATE 363 IRON WEIGHT + 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 18" CONCRETE PIPE - 1.620 CIL YD. CONCRETE GRATES. LOCATION OF LETTERING MAY 24" CONCRETE PIPE - 1.817 CM.Y0. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADD 0,469 CU, ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL �� STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 w 0 Q W z J N WQ L1J z 2 z0 J � Q Ld Z H Z:) O 0 J LLI < J ILL ry z Q 0E:w 0- m J 0 I..L I z Lu Z 49 Z tlJ U) J LLJ J LDANIEL 02> S HYER5596 �w •6'IONAL SNN 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 i 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 / . . . CONCRETERETAINING WALL of . ...... .•.•... .-.•.•.•.•.• Xa /X.. ......... ..........x •.. - QOQ�� o _ o /S j0 ,/�.'.'.'.' .' DUMPSTER �_ .'. . . . /l . . .mil (( PAD S VX� CE �. �...:.:.:....... ...... . .. ice..... �. :: IL \ \ I INK FEN _�x,�� ......... CHI:.... X vvvvv . ... •-�' -�—�' '°' /� ,> .: _ P° ° I ,. ✓ vvvvvv x wv vvvvvv. •% . I °' J �°. vvvv vvvvv; , \ \ y X vvvvv vvvvv" �.•. �� � vvv v 0 �.. vvv vvvvvvvvv ••• �'�; > V V V V V V V � > vvvvvvvv �.,.,,, �• - - - - - \ vvv vvvvvvvv�- ,.- / " r .a ♦ _ 7 V vvvv vvvvvvv, �•••• •••- ;v v vvvv v 7 v ✓ vJv � vvv v G � � l� / \ e� v� vvv v � � 'v—\ 999IV v o v v v BMPA �. � ,ivv vvvv I ; vvv .....�..,. i ° SHEETZ vvv' vvvv I' v p STORE I, ti vvv, J e> ° �S avvV v v v 7 v vvvv vv �> v v v G 7 v v v v v v v v v 4 / v v 77 vI p' °7 v v v v \J > I �✓ vvvv v(� I_ v vvv \J t.. vvvv ,o v I.. !.v vvvlvly .....'.' a v v v v v v v o0 v vvvv 1717 �•° vv vvvv\vwv o CAR WASH v v v v v v.v V v I p °4 1 v v v e° � Le • r+ z' .ti +• •r tir• PROPANE TANK 1 Slay Velol Bldg. 11791 r 00 O v v �. . O v v -.` 10' BUILDING/PARKING SETBA( STA TE ROUTE 64 9 (AIRPORT RD) 7/7�WIDTf=7l B,600 ADT LANDSCAPE LAYOUT AND MATERIALS PLAN ci) 1" = 20': 0 20 40 1. q�--�p� I � I � o P FUEL CANOPY D(CONCRETE PAVEMENT, UNDERNEATH) P ° I I'I —°, a 9 l I I -'I � r _ J 1 s il�.�� e FUEL STORAGE TANK PAD ♦ , N �.''.N= W /03.9/' 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) W z J N LLJ g LLJ z 2 z � J > 0 � H Q LLJ Z O(n o �zOf Q LLI co Q 'CH OF--% 061>�202> r2 DANIEL C. HYER a LIC. No. 45596. L—IONAL B� APPROVED DCH SUBMISSIONI Nir 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 Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111.284-I11-297 for complete specifications) I . The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearingoutside dri line of trees to be saved I P ); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 Regrading shall begin unlit the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 "free preservation and Protection measures shall be reviewed with the contri ctaron site. 4. Equipment Operation and Statute, 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall net be permitted within the dtiplines of trees to be saved. S. Solt Erosion and StolTnwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permith d within 100 feet of the dripline Orleans to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feel of the driPline of trees to be saved. S. Protective Fencing: 0 Trees to be retained within 40 fee[ of eproposed buildin or radio Activity shall be rotected fencing. g grading dY D �' B 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading Or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; Bud a construction detail submitted for approval. 11. Trenching and Tunneling: 0 When trenching is required within the limits ofcleaing, it shall be done as far away from the trunks of trees As possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS T"VELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE (DATE) 5/10Paw IaI , STMENT5 LLC ' -00-00-04000 ?- 32-40 l9 P0. 548 191AY COMMERCIAL I) Il TO R ;53F- 037' I I 0 i I � • • I IZ�i� ei�iJ �.; Tr i1rl� I�I i/ I( ci 5° 5 \ L '1 NS '2 NS 84R h �- 1 f H I ___----- r AIIx III III III III _-______ENTRY NOT APPLICABLE-35 LF - - - _- BIOREa TEN I" ION ERNST SEEDS - RETENTION BASIN FLOOR MIX- LOW MAINTENANCE PLANTING AREAS: ITEM NUMBER: E SEEDING RATE: 20-40 0-00 LBS PER ACRE MIX COMPOSITION: 20.0% PANICUM CLANDESTINUM, TIOGA (DEERTONGUE, TIOGA) 15.0%P0A PALUSTRIS (FOWL BLUEGRASS) 20.0%PUCCINELLIADISTANS,FULTS(ALKALIGRASS,FULTS) 10.0%CAREXVULPINOIDEA,PAECOTYPE (FOX SEDGE, PAECOTYPE) ° 18.0% ELYMUS VIRGINICUS,'MADISON'(VIRGINIA WILDRYE,'MADISONJ 1.0%CAREX SCOPARIA, PA ECOTYPE (BLUNT BROOM SEDGE, PA ECOTYPE) 15.0% AGROSTIS STOLONIFERA(CREEPING BENTGRASS) 1.0% JUNCUS EFFUSUS(SOFT RUSH) LANDS N F COMMONXIEALTH OF OIROINLA OEP RTMENT OF TRANSPORTATION PLD-- 09200-00-00-03880 TAX MAP.' 32-398 ZONE- C/ COMMEL USE V290T5P1ZDf41v �. `_- �R/P RAP i • a� xa h� N 4F\ 1 \ \ 1 \ \ III MOW 1 JI GAP FOUND TP 86 LF yyn��Y- ��TREE F AIM • • /rnm 1 - - G ■] trrl.L�lrra I-- (rrrrrrrl ■r l s -' ----'^--------------- lew� r -rral■I-rl nil rr-r-rr■ r ,.� 1� ■I� .Ir_Il,._I _----- rrrrrrrL.-_JrrArrr� • r - ran■- 'I� Irrr � /III I •. - ---- -- -- it `I• -- - .I I ' �I I r II 1 p s YIII -1 / ri■Ir _ _ _ __ _ _ _ r■ rl JI -1 I III �r-��rrrl��-----•�----•I -I ;• J�I�'-rrrr- Irrr■-�rrl- rrry err �- .�--�--■r. LIM p. Aar A. 0M r-_r_-_r_ro IC:�In rc .arm-II■■r .rr-.�r■r■ . I J_ialrll-IIII-\��° 1/a-' I 1 -- rrr-rr--Irrrr■..rr-rrr,rl-rrrrr- I � Sw I L � ®' _'_�• �': ` fir!/ AION CAP , 7 3 t +43 3t +9 D TP 60 LF -�PA IZ lFro FO 0 rAFP C 0 0f I I II I Il II I I I 1 I ,I II 1 1 1 I I � I �I 1 I 1 1 • I I I 1 a �c r 1 I 1 1 1 1 I II I 1 1 ' 1 1 V � 1 I 1 Q 1 1 1 , % 1 / I K =�1 1 � 1 I 1 � I 1 1 1 1 I 1 ►1 1 rt d 4 � � IN IL r 1 + 6 Gfl- 1: 1 I 2PL0 la i 1 . ►' j I 1 1 )� 1 r11 1;--� LF� 1 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 QU (PER ) 1160 X 275 =5.5 LARGE TREES REQUIRED ZONING 32.7.9.5 SHRUBS ALONG PUBLIC 1135 X 275 =7.8 LARGE TREES REQUIRED (PER ARE) LANDSCAPING STREETS. WHEN A PARKING 8 LARGE TREES PROVIDED ALONG STREETS AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE ADJACENT TO PARKING = 59 SHRUBS PROVIDED FROM AN OFF -SITE STREET,... SHRUBS SHALL BE IN A °+" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE ROW PLANTED FIVE FEET REQUIREMENT ON CENTER. AIRPORT ROAD U.S RTE US LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE O LF STREET FRONTAGE USABLE (USABLE) COMPLIES CORRIDOR STREETS SHOULD ARCH. REVIEW INCLUDE THE FOLLOWING: 1/50 X 330 =6.6 LARGE TREES REQUIRED (PER ZONING) 1/36 X 330 =9.4 LARGE TREES REQUIRED (PER ARB) BOARD DESIGN + 9 -G. TREES PROVIDED GUIDELINES LARGE SHADE TREES SHOULD + 3 SM. TREES PROVIDED #32, A) BE PLANTED PARALLEL TO THE LANDSCAPING ENTRANCE CORRIDOR STREET. SUCH TREES SHOULD BE AT ADJACENT TO PARKING = 57 SHRUBS PROVIDED LEAST 3% INCHES CALIPER (MEASURED 6 INCHES ABOVE THE GROUND) AND SHOULD BE ""'INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE OF A PLANT SPECIES COMMON REQUIREMENT TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 35 FEET ON CENTER. INTERIOR PARKING LOT LANDSCAPING PARKING LOT AREA: 51,763 SF AN AREA LEAST (5) O T PERCENT OF THE PAVED 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. coMPues LANDSCAPING WITHIN A PLANT MATERIALS MAY BE A PARKING LOT LANDSCAPING PARKING AREA MIXTURE OF SHADE TEES AND SHRUBS AND SHALL INCLUDE PROPOSED NUMBER OF PARKING SPACES: 47 ONE (1) LARGE SHADE TREE (1 CANOPY TREE / 10 PARKING SPACES) PER TEN (10) PARKING REQUIRED CANOPY TREES: 5 SPACES. PROPOSED CANOPY TREES: 7 "A" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT FEATURES THAT MAY HAVE NEGATIVE VISUAL IMPACTS. FEATURES THAT MAY HAVE NO SCREENING REQUIRED. SIMILARLY ZONED COMMERCIAL SITES NEGATIVE VISUAL IMPACTS EXIST ADJACENT TO SITE. INCLUDING, BUT NOT LIMITED TO, ZONING THE FOLLOWING SHALL BE 32.E-9.7 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 TRILL CANOPY CALCULATION USES: IF THE SITE IS TO BE ZONING DEVELOPED FOR GROSS SITE AREA: 102,514 SF 32.7.9.8 COMMERCIAL OR INDUSTRIAL COMPLIES TREE USES, THE MINIMUM TREE TREE CANOPY COVER REQUIRED (10%): 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. LANDSC"E SCHEDULE KEY CITY. BOTANICAL NAME COMMON NAME CAL.I HT. CONT. CANOPY TOTAL SHADE TREES GTI 11 GLEDITSIATRACANTHOS INERMIS THORNLESS HONEYLOCUST 3IT CAL, 11416 B+B 541 EACH 5811 NS 8 NYSSA SYLVATICA SOURGUMORTUPELO 311Y CAL 114-16 B+B 181 EACH 1443 PLO 11 PLATANUSOCCIDENTALIS AMERrASYCAMORE 3IT CAL. 114-16 B+B 1475 EACH 16225 SUBTOTAL', 30 TOTAL 4514 ORNAMENTALTREES CC 11 CERCISCANADENSIS REDBUD 2'frCAI.l8.10' B+B CF 7 CORNUSFLORDA DOGWOOD 21t CAL 18-10' B+B SUBTOTAL 18 DECIDUOUSSHRUBS AAB 135 ARONIAARBUTIFOLIA'BRILLIANTISSIMA' RED CHOKEBERRY 34 HT. 8SPREAD ACAN CA 42 CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 34 HT.9 SPREAD 15CAN SUBTOTAL 177 EVERGREEN TREES AND SHRUBS PLS 28 PRUNUS LAUROCERASUS'SCHIPKAENSIS COMMON NERRYIAUREL 4'3 HIT.&SIM t10CAN TBR 34 TAU BACCATA'REPANDENS SPREADING ENGLISH YEW 2PHLMSPRPAD 15 CAN TOE 10 THUMOCCUNTALISEMERAID BEEN EMERALD GREEN ARBORVITAE 5611T BIB SUBTOTAL 70 ORNAMENTAL GRASSES PAH 68 PENNISETUM ALOPECURCIOES'HAMELN' DWARF FOUNTAIN GRASS i GAL. CONT, PVS 9 PANICUM VIRGATUM'SHENANDOW SHENANDOAH SWITOH GRASS IGAL. CONT. SSTB 43 SCHIIACHYRIUM SCOPARIUM UTRE BLUESTEM IGAL. CONT. SUBTOTAL 166 ITT] ,� r THY T��s A>.' N • . A A A Je _ A A .A"'! • > • '.A IE ? 1 ! I GENERAL NOTES: ME \� "50 I. iPLS Q I SEOj\ON .,., i. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. 2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE SPECIFICATION #2 C A 1/ I ° :O-� - UNLESS OTHERWISE STATED ON THIS PLAN 31 a / �> ' 3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR ----_ �� REVIEW AND APPROVAL. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED TO MEET MAXIMUM PRESSURE REQUIREMENT 4. ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC (SEE DETAIL). J t - 3.9 ��� ! 5. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. 6. SHRUBS PLANTED ALONG HEAD -IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO ALLOW FOR BUMPER OVERHANG. - - - - EXISTING AIRPORT SIGNAGE LANDSCAPE 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET V FROM THE BACK OF RETAINING WALLS (I I' FOR SHADE TREES) TO '2 GTI '3 GTI '1 PLO 58oul 542- PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. Qcj 0.-U' TO 1 RE W FOUND j N 8. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HUGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT AIRPORT ROAD RIGHT OF WAY ADJACENT PORTION 330 UP(USABLE)- - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - 20 10 5 0 20 9. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEEDTO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS 3" 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF 1 - 20 TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. \ gW \ Z a P1 o l� o .. w o - zonU rI �z�Fk�am g� F Add Z o � GFj0 on � Ll -I lA sQ 000m 1Ha � ] 00 Go x¢ 02 n s I5g �a REVISIONS BY REV DOHATE COMMENT HECKNEDB BY 1 8/1712020 COUNTY COMMENTS AR RY 2 B/2872LI20 COUNTY COMMENTS AR FRY 3 10/26/2020 COUNTY COMMENTS AR 4 11.23.2020 COUNTY COMMENTS AR 5 01.20.20211 COUNTYCOMMENTS AR 6 04.02.2021 COUNTY COMMENTS AR IN 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR rn11C7'I?IIr r1nA1 THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT Nm: V198402 DRAWN BY: ATR CHECKED BY: RTY DATE: 02/14/20 CAD I.D.: PROJECT FINAL SITE PLAN FOR PROPOSED DEVELOPMENT ROUTE 29 & AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA BOHLER 28 BLAC%WELL PARR LANE, SUITE 2" WARRENTON, VIRGIINIA 20186 Phone: (540)349-4500 F,In, (540)349-0321 VA(a)BohlerEngr.com o.-046G@O Y810 704-16-2021`r/ SCq PE ARG �1 I I'.1 T 17l l I LANDSCAPE PLAN 9:I01w W107,, t tTDIB C821 REVISION 6 - 04.OB.2021 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: 9. PLANTING THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT UNLESS OTHERWISE CONTRACTED BY PLATS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLATS THE GENERAL CONTRACTOR. 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. 2. MATERIALS A GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. 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 (P), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. 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. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLATING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE E. FERTILIZER FOLLOWING PLATING SEASONS: 1 A. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 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 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK CIF PLANT DEATH IS NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY R LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLATED DURING THE FALL PLANTING ASSOCIATION. SEASON: 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOUA PLANT MATERIAL. BETULAVARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1Y.", KOELREUTERIA QUERCUS VARIETIES WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. URIODENDRON TULIPIFERA ZELKOVA VARIETIES 1.5. ALL PLATS 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 I. PLATING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: INCHES (B") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4') CALIPER SIZE. • 1 PART PEAT MOSS IF THE CALIPER AT SIX INCHES (6') ABOVE THE GROUND EXCEEDS FOUR INCHES (4') IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 PARTS TOPSOIL BY VOLUME 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLAT 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT 3. GENERAL WORK PROCEDURES D) LARGER PLATS; 2 TABLETS PER''/:" CALIPER OF TRUNK A CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE EFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLAT TABLETS. COMPLETE BACKFILL AND MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTORS EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 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. 4. SITE PREPARATIONS A BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A Y: LAYER OF HUMUS RAKED INTO THE TOP 1"OF PREPARED SOIL ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. 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 N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. TO PREVENT SHOCK OR DECLINE. 0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. 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. B. A FORTY-EIGHT INCH (4En 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 C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (W) ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6') DBH SHALL BE REPLACED IN KIND. TREES MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (B") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLATS ARE ESTABLISHED. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTORS RESPONSIBILITY OF PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 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 12. GUARANTEE PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (ID%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. 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 B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. 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 D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER THICKNESS (1"x). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 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 13. CLEANUP BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. 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 D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. 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' ORAPPROVED 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. 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 WRAP TRUNK ROOT BALL PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN ORTWK: E THE WIDTH POORLY DRAINING SOILS. OF THE ROOT BALL; WHICHEVER IS i 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 A� - - r.� .. .... . BED AND TILL INTO TOP 6' OF PREPARED BOIL. I � � I I-1 I I-1 11- /rI=I UNDISTURBED- 'III -I -� � 1= - 4-6" DEEPER THAN ROOT BALL SUBGRADE _ _ - _�T REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE WITH TAMPED SIDES FBURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUN 13ACKINTO PLANTING E 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 HOE 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 o,,,ggg p SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED _ TO BY PROJECT LANDSCAPE ARCHITECT p FOLD BURLAP AWAY FROM TOP OF ROOT BALL p SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN d 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 .. <,",;;yz,`-:"..-. - Yx :;^"' ?"'': I I=I I �I PAND REP TILL INTO SOIL. 8" OF jr 4-6"DEEPER THAN ROOT BALL _ I (• 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 NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6' OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED MINIMUM 6" 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 D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS ° e p Ifw p e �iL DO NOT WRAP TRUNK �W p REINFORCED RUBBER HOSE ONLY TREES WITH ONE MAIN LEADER V (12" DIA.) SHALL BE PURCHASED. DO NOT PRUNE z W ffi' z 5 12 GAUGE GALVANIZED WIRE GUYSTWLSfE TREE AT PLATING UNLESS DIRECTED W U WW e U' TO BY PROJECT LANDSCAPE ARCHITECT �I 2" DIA. HARDWOOD STAKES 2/3 TREE HT. W a 114 "3 W 191 2 PER TREE p SET ROOT BALL FLUSH TO GRADE G9 to EXISTING GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. Ci PREPARED SOIL FOR TREE � t �« _ = 4 1 PART PEAT MOSS III -_III_ 3" THICK LAYER OF DARK Z � � w 1 PART COW MANURE III= BROWN DOUBLE SHREDDED O 'FCC �, n U 3 PARTS TOPSOIL Q o I I - HARDWOOD MULCH F _ m a UNDISTURBED SUBGRADE = 4" BUILT-UP EARTH SAUCER X BEFORE PLANTING ADD 3 TO 4" W WWW - OF a � I �' WELL -COMPOSTED LEAVES OR RECYCLED p" =11 `T - o• i •, Y YARD WASTE TO BED AND TILL INTO TOP 6' � S OF PREPARED SOIL. III-II_I�I ___- II-11 U EMOVE THE TOP 1/3 OF THE WIRE BASKET W IF PRESENT. ANY AND ALL TWINE SHALL BE O r- il r112" L_ REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY AROUN BACKFILLING. BURLAP SHALL BE FOLDED BASE OF ROOT BALL BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE � TREE PLANTING ON SLOPE DETAIL REVISIONS NOT TO SCALE REY DATE COMMENT DMWX BY CHECKED BY 1 8/172020 COUNTY COMMENTS AR RY SEEDING SPECIFICATIONS 2 e2erzD2o COUNTYCOMMENTS AR RY 1. MATERIAL: 3 10/262020 COUNTY COMMENTS AR I.I. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT 4 11.212020 COUNTY COMMENTS AR THE SPECIFIED COMPOSITION: 1.1.1. 80%- TURF TYPE TALL FESCUE SEED 5 01.202021 COUNTY COMMENTS 1.1.2. 10%- KENTUCKY BLUEGRASS SEED 1.1.3. 10%- ANNUAL RYE GRASS SEED AR 12. INSTALLATION RATES: 8 4.022021 COUNTY COMMENTS 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS11,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LEIS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LE S PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 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. Knave what's bBIOW. 2. EXECUTION AND PREPARATION: Call before you dig. 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS ALWAYS CALL 811 AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO It's fast. It's free. It's the law. 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 NOT APPROVED FOR TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE CONSTRUCTION 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 THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO DOCUMENUNLESS INDICATED OTHERWISE. PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC PROJECT No.: V198402 DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. DRAWN BY: ATR 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED CHECKED BY: RTY OF ALL DEBRIS LARGER THAN 2" DIAMETER DATE: 02(1420 2A. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF CAD I.D.: ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION, I'RO I I c I 3. INSTALLATION: FINAL 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. SITE PLAN 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 11 OR ENGINEER/ARCHITECTS APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A ---- -- -- - RATE OF 80LSS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE PROPOSED RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLYAPPLY 12-20-12 STARTER FERTILIZER DEVELOPMENT AT A RATE OF 25DLBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING ROUTE 29,9 AIRPORT ROAD AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC CHARLOTTESVILLE, VA PRODUCT MANUFACTURER RECOMMENDATIONS.) ALBEMARLE COUNTY, VA 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS S NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS B 0 H L E R ,�� SEEDED ING. 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 FORALL 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 8 LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE !2S BI,AUK W hl,L YAHii LAIN II, HUl"L h LUl WARRENTON, VIRGINIIA 201816 Phone: (540)349-4500 F=: (940) 349-0321 VA@BohlerEng.com o. 0465Q0'Y810 704-16-2021 r,4O PE A'vkc SKEET TITLE: LANDSCAPE DETAILS �I II.I i �L`MEi';R C8.2 REVISION 6 - 04.02.2021 00 00 0o Oa ao 00 00 00 oa 00 00 00 00 00 Co �o.o lino b.o bo b.o b.o OR 00 oa 00 oa oo Oa 00 00 00 00 00 00 00 00 00 00 oa 01 0.1 �0:1-- DO o0 b0 - 00 00 00 ono PiI bN b.ol 0o i I A 0.D 00 00 Oa O.a Oo 00 00 00 00 0o a.0 ao 00 lino Be 'Go lino b.0 bo b.o i �b.0 b.0 0.0 0.0 0.0 00 oa a.o 0.D 00 0.0 a.a 00 0o 00 00 00 0a 01 01 0.1 a.1 a.0 a0 - a.0 �00 00 Do O.o be b.1 DO 0.0 0.0 0.0 00 00 00 00 00 00 00 0.0 Do 0.0 'ono ono b0 'one b.0 bA- / Be 'D0 b.0 110 0.0 00 00 0.0 00 00 00 00 00 00 00 06 00 01 Ol 0.1, 01 02 0.2 --01 0.1 0.0 ao 0o 0.0 0.0 00 0.. 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O 11, O o1 p1 n/ 02 0y 0.3 0i 03 1a 03,_ y o4 0.3 0.3 0.1 0.11 00 00 -- oa o oo Ono b.0 b.o b.o1 bo b10 D D D D lino b.o Be u.o IN LEVELS ARE THE RESULT OF REQUESTS BYDOTHLRS on b2� %1 1 ua ,b., be 'Do- o1 o1 a1 6, b.1 -6i bn be b.1 6. 0.1 01 o1 o1 u1 -er o4 01 6. im ILL b �,o boo b, b0 0.0 ono b.0 b.o hf 6.0 b.D bB b.0 -ONARD ASSOCIATES IS NOT RESPONSIBLE :IDENTS CAUSED BY INSUFFICIENT LIGHTING 00 be he one DO 6 os bli b.1 b.1 lint o.1 0.1 b.1 6.1 b.1 ILI ling Do 6TAT1W R06JTE 449 �AIRP/JRTo(�D) 0.1 b.D b.o b.1 b.1 b.1 b.1 b.1 b.1 0.1 b1 6.1 lino bB bug bus by oo ao bo b.0 _bB by 6.0 be he DES NOT RECOMMEND THESE LEVELS FOR APPRUX-Raw W1D Er¢o SECURITY AND SAFETY REASO Do - b.o b.1 b.t 6.1 b.o b.o b.o bo b.o b.o bo bo b.o b.o ono b.o b.o b.o b.o b.D be lino b.o b.o b.o b.o one b.o be b.o b.0 b.o 6.0 6.0 bo fi.o Do one b.o b.0 b.D iiLo b.o b.o b.o b.o -- bo bo bn= _:a= __Aq= .> = ea -- -.o- :o- - . " n :oInge uUg U. goo ugg ugu ..u--a. - . o- goo -.1 ..0 b.o one b.o b.o b.o I b.o bo b e bo 00 ---- 00 00 bo lino 'oo lino ono uo u.o ling 0.o lino ono 'oo 0o ling bo lino ono lino uo uo lino line 'oo 'one bo uo ono 'oo lino ono u.o lino uA 'oo uo lino bo b0 u.o uo line uo 'Ono lino uo line 1 lino lino b.0 6.0 b0 one b.o ono b.o b.D one bo 'ono b.o b.o lino b.D bo b.o b.o b.o b.o 0o b.D bo Do b.0 bne b.o one lino one b.o b.o b.o bo b.D b.0 Do oo b.o oo b.D bo ono ono b.o b.o bo bo bo b.0 bus b.D oo b.o b.o ono ono ono bo bo bo bo one bo bG bo b.0 0o bo one bo be 00 oo no 00 by b0 bo bD b.o bB bB Do oo 'Do bo bo one 00 bo 'one Do 'Be 09 b3 bo bo b0 ca c0 ro 0a 00 00 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 red loonard associates 1340 Kemper Meadow Dr. I Cincinnati, OH 45240 1 513-574-9500 www.redleonard.com 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 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 -•. 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 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, 8L 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) I CCT CONVERSION FACTOR LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER 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 B1-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 j B1-UO-G2 j 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 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 LL ] Q LL] z 2 z 0 /J � LL Lu ) O J Lu �z< O '� w 0- m N J cr Q i ID z 1� LAA m z z ttl LLJ O O TH OF� 066/9�202> r'21 DANIEL -. HYER I lc. No. 45596. IDNAL B� APPROVED DCH SUBMISSION NO. 6 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 FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALLPRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF HEC LEONARD ASSOCIATES, INC. SCALE: LAYOUT BY: PROJECT NAME: SHEETZ PROJECT 1903600 ADDITION. THE USE OFTHIS PROGRAMTO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME°=30' J. LEONARD OF RED LEONARD ASSOCIATES. INC. IS STRICTLY PROHIBITED. ILLUMINATION RESULTS SHOWN ON THIS LIGHTING APPLICATION ARE BABES DAR ALBEMARLE, VA pla T H E W 0 R K O F COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL. STATE. OR ON PROJECT PARAMETERS PROVIDED BY THE MANUFACTURER LISTED USED IN CONJUNCTION WITH LUMINAIRE TEST PROCEDURES CONDUCTED UNDER LABORATORY CONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERING FROM DWG SIZE: D DATE' 2118120 DRAWING NUMBER: L I IN E + GRAD E FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY THESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLE RL-6591-S1-R4 INSURANCE GROUP, ORGANRATION OR CARRIER ELECTRICAL. LIGHTING, OR ENERGY CODE. REGARDING LUMINAIRES AND THEIR APPLICATION. C900 ISM 27 17 wu 2.1 ' M 0.63 0 Illuminance (Fc) IID�►'�li � . ,�. A � � I t rl ,,,�.�,.a��r a -�_ : � ��:wwww��,_ ��? .+• %� 0 C1 PRODUCT QTY LABEL DESCRIPTION IF- _ 16 A CAN -228- PS- RM-01UL-WH-700-30K (SET TO SWITCH POSITION 3 IN FIELD) 228 SeriesTM LED Recessed Canopy Luminalre Product Od ripbon alum nu II I bl 6mm heaeG,WNain* designed e are Ld East p Y 9 9i ry ouhigh rf extruded Wand is se 1'N uth a ant LED. P sP tort 9 L t directly rdi the a k ry rsu a" M tan cwnmowedt PY P P 1 aLum n promised canary t applied b k rage soda b IF ie M 9� p M19 P 9 betwe t n uanga and pydark 5ukbl r single hie skustrurp es will 11" IIOSmmI or 16' a06mm1 wide panels Oesignea fur canopies u11613 gauge Imaumum 11065" L65mmlthbineu. AWumaNn, p.Mmtm stations cwwmimce sores, a:we.mm banks marevemams, revel and 9raulY Part mu Summary Palen" NanoOptic• Product Tecbnol Asumbled in the ILS.A. Of U 5. aea ImpOHEd pBHs CRI: Minimum M CIA M; IONK I./- NOT3, 57XK Id- S W K ..e&a IamIM w.naMY: I O row on Rani W inn o ro n an caen.M Dawoll8rr Imlan FWieYIW umnwwax McaiAl.mneplb o aaamOMUc46Asmt-awlsEDNT2-o� so -or emrNln Wreeraluer,ocakeln,e-IfOammlli IY taraw•matlmem Nln mmI 4maw., mml sRAgal•ganYMlf" Ile5mmiller le:lnas an u.sEwXEu r 8lammisanNWynatra l6" .rm Yea•xlmimpxmenbnnelma,myamnYnemovi- W WaepBm,ammundsm M1ane-neon remvm,zrryulretl OWedrp Info Von Evmk: CNI-r/P-SLRMR!{_IL_ W Hg29 JunakDlBe Cast centered PRODUCT QTY LABEL DESCRIPTION •1 1 L� 8 C PWY- EDG-3M-P3-02- E-Li BZ-350-30K Cree EdgeTM Series LED Pathway LDMINDIIe Pradlld Description D bl do-vaswuser.Y, acturear, n mz are[ LL: <' 102mm d'a,Mcer delmludeel g thou b p withoutvises mountift,n dfo for cleanappearance, Pays mounts omor al deFast m internal o 1119 ureab1 N inneranchor topp VPlimit rwdeal NOW; Toronto 30 earned ]or n dlnstala'anrate an... red LEDs fain session oh[al Kdomnm and 11 M Appl [M ana. bndsape walk -,.Ad gamuts N n9hunR PerformSummary Patented NanoOptic• Product Technology Assembled in the U.S.A. d U.S. and imported WM CRI: Minimum ]0 CRI CO.4000K N-MVA InAK I* Coast reareard U.dw lYx.W.. 10 Wagon Wmimk✓10rorsan CMM NUN M•Ktad, Accessories TBYmN Neither.. 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Lack LgMil§aMroll¢r CITL7-B2i Naomi:, meant rugged Lim cast arummumand mounts to3-AT and Site CamoddikrlS560.0@I tab the i 5eries[o a nwpartormance pumau, V6452mpeon ar ro und one pale. mcured by two5/16-1e UNCbMN Prwidmg wtRme¢n¢ryy xOeuCtivltN ladleOmpliancednedbetter l§M ¢apNl¢nc¢. spaadm2"51mm anlers • pioneen for the argentine arm mount ado v ragged die cast M let aluminum elk mounts 101[Support edwiddP ISTS" IWmm10L. p. • Adrystaee arm mount on be atllWmd IN- F25'increm¢nls • W Sn.W+ion 141ITT mnsrmWtleters mesa amelana momW bsuMa wdsi 10, od usmnenn NDAn Tnnnknm]umI isHill15ee,. posy e,ands.ID] I mesmd M NryeubW *am 0-1N'in 1DI fo reeimremenM. Transition mourn . m2swsu-mcewim It13/d' INt o.ln IY[" ar3lF' eelb auem1Y IT optin.lass On6lsmM airmgmere isp Lid ordered Witn R[tnm.IB"ommil, lots or afte cant is prvvidetl • Oes nN fora li M1tand downli Ma Ilntiem 9 P A 9 PP . 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RaCANDimmmgspa[snenicraelaus Maximun iNS•une Curnnl:l.OmA REWGTGY AWWWARY WALIFIGa0N5 mi Lined . sdepta Mrwn Mmnms osa smN amwm mgNN Lunn wMNmmm� 25KN SGKIx 75K or INKN Lbl 'Pallet Wpe14N/ AmOinll Optlr WF nM• NppneT EHimNM' Ey-m LATE Live press'" A5mmWm you luY Apl late a9Y arrwubeNo 1. 1. Ike lm: 1p•C Aawnmk Lne in eon BX am M'Fl gnm,MW in lay aW IAP Il! use AyYMW Me 14D m Was wen WITH �,wtyy ant tit, An la n9F arm AepMMp[ oral AM on a" 0.9V turn ylwmui[ l.gl IA1 IN ai 0.7e' see Jow o9% Insl Income. Ile Ide, raw tier Lien • Exaramo alea1P66 par IEC W529 an mreena aftemul R option • Cmeml booty, for cE Comfort ¢weans ,"ossewx,,,, n, e Cernityrom ANSI C136.31-200130blOyeaMmA,ftrIAbnlronaMn swga.awluu ewden :.r &,&with AA, nA, TM, and MP=uMs worn• Wra• e ANSICg6.]IOkVSurge prol¢gkn,tWWdlnx<Orednrewith lEEE/PN51 rem:xsre awulewews•.arnrnmrnmemmlamllweceecmearnuwmimam•uo. C62 {1.2 AmssodN • Mo. FCC Port 1% S.W.. B. 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W:.reN:MW.um NGM2m-NIO C.I.N: meuendmomd..emn WWAIa-lout 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. 'Mimorne se ...`im.irme L inn YetmWw w.nn.wewml - m onw�. inn aa. 20' to ane wean WT-urMID wialiao ,wenma. ao wM.m W. - W NakY Wwm. so' n6b.MN.ak CREE= LIGHTING FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OFTHESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. 0 Ar bovtderLABORATORIES, A ABTXDE -0 INDEPENDENT TESTING LABOO RATORIEES,S, INC. THELIGWCENTEROFTHEPmIS min im 4066 CINMELOT CIRCLE, LONGMONT, CO 80504 USA PHONE: (303) 442.1255 • FAX: (970) 535-3114 is Ea4AIL: j0@i6bnuWer.dmn • WE9SITE: W W W.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-hIN-LED-e69-FL-12, TF-MN-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: MACHINED CYLINDRICAL METAL HOUSING, 1 BLACK CIRCUIT BOARD WITH 3 LEDS, ONE CLEAR PRISMATIC PLASTIC LENS WITH ONE COMICAL OPTIC C 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. LAMPS: THREE WHITE LIGHT EMITTING DIODES AIMED AT THE HORIZON. 8. G 11G O 9 (LSDB) 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, 60H8) TO THE DRIVER. TEST PROCEDURE: IESNA LM-79-08 TEST DISTANCE - 20.0 FEET AEM 42LWS.BPONBR FLOODLIGHT CHARACTERISTICS BmB 1WRI2. )�O VSRT. LEE TYPE 4H X 4V MAXIMUM CANDLEPOWER 1469. AT 0.0 8, 0.0 V nova a. 9a.o o. HORIZONTAL BEAM ANGLE (508) 28.5 85.0 0. Bs.O 0. 75.0 2. 75.0 2. VERTICAL BEAM ANGLE (504) 28.5 deg 65.0 s. 65.0 4. HORIZONTAL FIELD ANGLE (10%) 56.3 deg 35.0 10. 55.0 10. VERTICAL FIELD ANGLE (1041) 55.7 deg 47.5 18. 47.5 18. BEAM LUMENS (4 FIXTURE) 203. ( 42.2 i ) 12.s 28. 425 28. FIELD LUMENS (4 FIXTURE) 390. ( 81.0 4' ) 37.5 46. 37..s 47. TOTAL LUMENS (4 FIXTURE) 481. (100.0 IN ) 33.0 79. 33.0 79. 29.0 129. 29.0 132. EFFICACY AS 72.0 1ri 25.5 203. 211 204. 22.s 294. 22.5 305. 19.5 420. 19.5 439. 1 17.0 8. .0 567. 15.0 68552. 7 15.0 705. 13.0 621. 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 146s. 1.0 14614. 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. -11.0 958. -13.0 821. -13.0 766. -15.0 682. -15.0 642. -17.0 SsB. -17.0 521. -19.5 420. -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 70. -37.5 46. -37.5 43. -42.5 28. -42.5 29. -47.5 18. -47.5 22. Checked B HYRE -55.0 10. -55.0 15. -65.0 S. -65.0 7. Approved R BEATTIE -75.0 2. -75.0 2. Lighting Engineer -es.a 0. -e5.0 0. -90.0 0. la.a 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 DIFFERFROM LABORATORY PERFORMANCE. LUMINAIRE IIB11 SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA R L-6591-S1- R2 N wQ LiJ z 2 z� J > Q W Z H Z:) O �o or_ LLI J Z Q� OLLJ 11 F� J Q I J I- LiJ C) /L�iJ/ I..L Q 5z_ 2 D J O61>�1?02> r21 DANIEL C. HYER Y LIC. No. 45596, TONAL B6 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 C&SGM^ M-I,- 1800123Y6NO 4rNN9m•IRwpGwMa®m ISM)IM-I2x OSOTM LED Area/Fmod Luminaire - Medium Produce Si cBicmi Pmdud spedliotiom WNSWUCnW NNIIFBWS TheS1napseI LY51WpIXTEWOENTCONTRpL Faster.,, Synapse du mrs, oplatform .Al.pr ' t 'Y connected l'W o e • Slim. baprd'letl 'pre zez vi cad load re ere ens Y Pms PY 9 Yg 8 swim reatu "rag nod g, N oozing etl ylgM narvo, g Nxbb-grade • W McMghausng'amComponn alum n ghwman mkm wa power mondonng and support day to 1000 nodes per gateway. The system DaWm wnmeRgm LW e,iwr mmpanmem and mgn.pnmrmag«neat ogle mover and mboV Self -heating mesh nominated a bWmr-bawd interface thin • CWwnient imere[Fin9 mounting method -diced arm meant. re on5wo-Who^m. Nblers, and PCs. The I-. Lack LgMil§aMroll¢r CITL7-B2i Naomi:, meant rugged Lim cast arummumand mounts to3-AT and Site CamoddikrlS560.0@I tab the i 5eries[o a nwpartormance pumau, V6452mpeon ar ro und one pale. mcured by two5/16-1e UNCbMN Prwidmg wtRme¢n¢ryy xOeuCtivltN ladleOmpliancednedbetter l§M ¢apNl¢nc¢. spaadm2"51mm anlers • pioneen for the argentine arm mount ado v ragged die cast M let aluminum elk mounts 101[Support edwiddP ISTS" IWmm10L. p. • Adrystaee arm mount on be atllWmd IN- F25'increm¢nls • W Sn.W+ion 141ITT mnsrmWtleters mesa amelana momW bsuMa wdsi 10, od usmnenn NDAn Tnnnknm]umI isHill15ee,. posy e,ands.ID] I mesmd M NryeubW *am 0-1N'in 1DI fo reeimremenM. Transition mourn . m2swsu-mcewim It13/d' INt o.ln IY[" ar3lF' eelb auem1Y IT optin.lass On6lsmM airmgmere isp Lid ordered Witn R[tnm.IB"ommil, lots or afte cant is prvvidetl • Oes nN fora li M1tand downli Ma Ilntiem 9 P A 9 PP . EuW iw eaWHan Debw,ra•nntan kma2s an E.caale a 9µbld cow• RmICF2MW InWtPox RMYnWtla Nomw, 1N.µw I7W 2WV 34w ar1V UN m e w m oAa on ea nor oar W am Ye IN ode oa affi AS Ye oft per We N with en ultra-tlunble paMdlOpceat. praitling acellenr 25i once lehe xu'em•A4mrgemtleXnNJ-IW.Mugrwawvm OnNafup/ . MtnMoMtdegrMMmnand.b,asran, surer brvnm. were,- wmnwtl anawniaareavabble • NIlMIo50-DA: 289 ea11AllF1'O60-B-M: Y4 W.I1R 99g11 OM-M-7SP421a D9.11W:1]SD-Was 3Z61bs114RFgl EIKIRIGLSYSTEM • InFraYelmin 09allend lM3AVertV 50/6GXz, Classlariverz • FaweeaM:• e taco Xemmakabtanwntead n 20%ar full lead • Ima,rotkV auryasup,masim^phommatelandeN • WM1mcom dictatesfusing. a slow blow lose or type C/O breaker should be uzea m ada2ss Mmn current • Cmsull facroryil'm-luminairelusinq is required • Desiggedsvith0-IOVdiremngWWdintks, Contmisbr Mhers . RaCANDimmmgspa[snenicraelaus Maximun iNS•une Curnnl:l.OmA REWGTGY AWWWARY WALIFIGa0N5 mi Lined . sdepta Mrwn Mmnms osa smN amwm mgNN Lunn wMNmmm� 25KN SGKIx 75K or INKN Lbl 'Pallet Wpe14N/ AmOinll Optlr WF nM• NppneT EHimNM' Ey-m LATE Live press'" A5mmWm you luY Apl late a9Y arrwubeNo 1. 1. Ike lm: 1p•C Aawnmk Lne in eon BX am M'Fl gnm,MW in lay aW IAP Il! use AyYMW Me 14D m Was wen WITH �,wtyy ant tit, An la n9F arm AepMMp[ oral AM on a" 0.9V turn ylwmui[ l.gl IA1 IN ai 0.7e' see Jow o9% Insl Income. Ile Ide, raw tier Lien • Exaramo alea1P66 par IEC W529 an mreena aftemul R option • Cmeml booty, for cE Comfort ¢weans ,"ossewx,,,, n, e Cernityrom ANSI C136.31-200130blOyeaMmA,ftrIAbnlronaMn swga.awluu ewden :.r &,&with AA, nA, TM, and MP=uMs worn• Wra• e ANSICg6.]IOkVSurge prol¢gkn,tWWdlnx<Orednrewith lEEE/PN51 rem:xsre awulewews•.arnrnmrnmemmlamllweceecmearnuwmimam•uo. C62 {1.2 AmssodN • Mo. FCC Port 1% S.W.. B. Q A Bmkn Wr.M..d.Yd radialet . a9M6F¢uM e WM nlaire ana nni¢n ¢MYroncl laMele WllAHaM S.MO nauR 01 mamma, IYM1W carved .111up Maine tlambienbaUeg wntlilionsastlelined In OSTM SmntlaNBt1)-IwvmvF GiFNSvm Esa-NFaea05ax • Meets Buy AmmwnrpuinmemswNnis ARRA-Erenhcp yinhersomerval • OLC ana OLC Premium qualified lnlewtnm CRl.Some mueaeru iw except onsapplY Pleazerekrm M1lrps//www.aesgnligM1rS.erg/search umerme Wrmp cure information �aa nmao-'e • Rain ... 0... CmsWracwry Wr methanol aeted, ` prod • Oath Sky Fnelkb.IDAAWmedt en omered Yam 30KCM and direst fmn•w,Y•b4mnlWm•rw mlrenapermMn mAl.da mnb'.Mmeerekrk arms t/ .darkakv Twrnlerallgntlw¢mwler WI{g5W¢bnAkemMlw oralour vmrWtiM6ng21Mnfi:w-brinausWlna/rza.wWwWw/fWmetlTi ww-adx rnntiMermeOan Ion nuseety 4 EwnEMRNYNIrIFOmrad WP[tlmwe Xam- ?Nyuieres MEM4zaH51 Ctlaal z. pin aesgnea`rar inaooreae',rana 'a N.msimemichimmre ar0op:onz aMSEwrr•nynnnl swr•m MMSINYuay w,.wwxw:u:ma m anew,. W:.reN:MW.um NGM2m-NIO C.I.N: meuendmomd..emn WWAIa-lout 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. 'Mimorne se ...`im.irme L inn YetmWw w.nn.wewml - m onw�. inn aa. 20' to ane wean WT-urMID wialiao ,wenma. ao wM.m W. - W NakY Wwm. so' n6b.MN.ak CREE= LIGHTING FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OFTHESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. 0 Ar bovtderLABORATORIES, A ABTXDE -0 INDEPENDENT TESTING LABOO RATORIEES,S, INC. THELIGWCENTEROFTHEPmIS min im 4066 CINMELOT CIRCLE, LONGMONT, CO 80504 USA PHONE: (303) 442.1255 • FAX: (970) 535-3114 is Ea4AIL: j0@i6bnuWer.dmn • WE9SITE: W W W.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-hIN-LED-e69-FL-12, TF-MN-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: MACHINED CYLINDRICAL METAL HOUSING, 1 BLACK CIRCUIT BOARD WITH 3 LEDS, ONE CLEAR PRISMATIC PLASTIC LENS WITH ONE COMICAL OPTIC C 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. LAMPS: THREE WHITE LIGHT EMITTING DIODES AIMED AT THE HORIZON. 8. G 11G O 9 (LSDB) 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, 60H8) TO THE DRIVER. TEST PROCEDURE: IESNA LM-79-08 TEST DISTANCE - 20.0 FEET AEM 42LWS.BPONBR FLOODLIGHT CHARACTERISTICS BmB 1WRI2. )�O VSRT. LEE TYPE 4H X 4V MAXIMUM CANDLEPOWER 1469. AT 0.0 8, 0.0 V nova a. 9a.o o. HORIZONTAL BEAM ANGLE (508) 28.5 85.0 0. Bs.O 0. 75.0 2. 75.0 2. VERTICAL BEAM ANGLE (504) 28.5 deg 65.0 s. 65.0 4. HORIZONTAL FIELD ANGLE (10%) 56.3 deg 35.0 10. 55.0 10. VERTICAL FIELD ANGLE (1041) 55.7 deg 47.5 18. 47.5 18. BEAM LUMENS (4 FIXTURE) 203. ( 42.2 i ) 12.s 28. 425 28. FIELD LUMENS (4 FIXTURE) 390. ( 81.0 4' ) 37.5 46. 37..s 47. TOTAL LUMENS (4 FIXTURE) 481. (100.0 IN ) 33.0 79. 33.0 79. 29.0 129. 29.0 132. EFFICACY AS 72.0 1ri 25.5 203. 211 204. 22.s 294. 22.5 305. 19.5 420. 19.5 439. 1 17.0 8. .0 567. 15.0 68552. 7 15.0 705. 13.0 621. 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 146s. 1.0 14614. 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. -11.0 958. -13.0 821. -13.0 766. -15.0 682. -15.0 642. -17.0 SsB. -17.0 521. -19.5 420. -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 70. -37.5 46. -37.5 43. -42.5 28. -42.5 29. -47.5 18. -47.5 22. Checked B HYRE -55.0 10. -55.0 15. -65.0 S. -65.0 7. Approved R BEATTIE -75.0 2. -75.0 2. Lighting Engineer -es.a 0. -e5.0 0. -90.0 0. la.a 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 DIFFERFROM LABORATORY PERFORMANCE. LUMINAIRE IIB11 SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA R L-6591-S1- R2 N wQ LiJ z 2 z� J > Q W Z H Z:) O �o or_ LLI J Z Q� OLLJ 11 F� J Q I J I- LiJ C) /L�iJ/ I..L Q 5z_ 2 D J O61>�1?02> r21 DANIEL C. HYER Y LIC. No. 45596, TONAL B6 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 with en ultra-tlunble paMdlOpceat. praitling acellenr 25i once lehe xu'em•A4mrgemtleXnNJ-IW.Mugrwawvm OnNafup/ . MtnMoMtdegrMMmnand.b,asran, surer brvnm. were,- wmnwtl anawniaareavabble • NIlMIo50-DA: 289 ea11AllF1'O60-B-M: Y4 W.I1R 99g11 OM-M-7SP421a D9.11W:1]SD-Was 3Z61bs114RFgl EIKIRIGLSYSTEM • InFraYelmin 09allend lM3AVertV 50/6GXz, Classlariverz • FaweeaM:• e taco Xemmakabtanwntead n 20%ar full lead • Ima,rotkV auryasup,masim^phommatelandeN • WM1mcom dictatesfusing. a slow blow lose or type C/O breaker should be uzea m ada2ss Mmn current • Cmsull facroryil'm-luminairelusinq is required • Desiggedsvith0-IOVdiremngWWdintks, Contmisbr Mhers . RaCANDimmmgspa[snenicraelaus Maximun iNS•une Curnnl:l.OmA REWGTGY AWWWARY WALIFIGa0N5 mi Lined . sdepta Mrwn Mmnms osa smN amwm mgNN Lunn wMNmmm� 25KN SGKIx 75K or INKN Lbl 'Pallet Wpe14N/ AmOinll Optlr WF nM• NppneT EHimNM' Ey-m LATE Live press'" A5mmWm you luY Apl late a9Y arrwubeNo 1. 1. Ike lm: 1p•C Aawnmk Lne in eon BX am M'Fl gnm,MW in lay aW IAP Il! use AyYMW Me 14D m Was wen WITH �,wtyy ant tit, An la n9F arm AepMMp[ oral AM on a" 0.9V turn ylwmui[ l.gl IA1 IN ai 0.7e' see Jow o9% Insl Income. Ile Ide, raw tier Lien • Exaramo alea1P66 par IEC W529 an mreena aftemul R option • Cmeml booty, for cE Comfort ¢weans ,"ossewx,,,, n, e Cernityrom ANSI C136.31-200130blOyeaMmA,ftrIAbnlronaMn swga.awluu ewden :.r &,&with AA, nA, TM, and MP=uMs worn• Wra• e ANSICg6.]IOkVSurge prol¢gkn,tWWdlnx<Orednrewith lEEE/PN51 rem:xsre awulewews•.arnrnmrnmemmlamllweceecmearnuwmimam•uo. C62 {1.2 AmssodN • Mo. FCC Port 1% S.W.. B. Q A Bmkn Wr.M..d.Yd radialet . a9M6F¢uM e WM nlaire ana nni¢n ¢MYroncl laMele WllAHaM S.MO nauR 01 mamma, IYM1W carved .111up Maine tlambienbaUeg wntlilionsastlelined In OSTM SmntlaNBt1)-IwvmvF GiFNSvm Esa-NFaea05ax • Meets Buy AmmwnrpuinmemswNnis ARRA-Erenhcp yinhersomerval • OLC ana OLC Premium qualified lnlewtnm CRl.Some mueaeru iw except onsapplY Pleazerekrm M1lrps//www.aesgnligM1rS.erg/search umerme Wrmp cure information �aa nmao-'e • Rain ... 0... CmsWracwry Wr methanol aeted, ` prod • Oath Sky Fnelkb.IDAAWmedt en omered Yam 30KCM and direst fmn•w,Y•b4mnlWm•rw mlrenapermMn mAl.da mnb'.Mmeerekrk arms t/ .darkakv Twrnlerallgntlw¢mwler WI{g5W¢bnAkemMlw oralour vmrWtiM6ng21Mnfi:w-brinausWlna/rza.wWwWw/fWmetlTi ww-adx rnntiMermeOan Ion nuseety 4 EwnEMRNYNIrIFOmrad WP[tlmwe Xam- ?Nyuieres MEM4zaH51 Ctlaal z. pin aesgnea`rar inaooreae',rana 'a N.msimemichimmre ar0op:onz aMSEwrr•nynnnl swr•m MMSINYuay w,.wwxw:u:ma m anew,. W:.reN:MW.um NGM2m-NIO C.I.N: meuendmomd..emn WWAIa-lout 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. 'Mimorne se ...`im.irme L inn YetmWw w.nn.wewml - m onw�. inn aa. 20' to ane wean WT-urMID wialiao ,wenma. ao wM.m W. - W NakY Wwm. so' n6b.MN.ak CREE= LIGHTING FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OFTHESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. 0 Ar bovtderLABORATORIES, A ABTXDE -0 INDEPENDENT TESTING LABOO RATORIEES,S, INC. THELIGWCENTEROFTHEPmIS min im 4066 CINMELOT CIRCLE, LONGMONT, CO 80504 USA PHONE: (303) 442.1255 • FAX: (970) 535-3114 is Ea4AIL: j0@i6bnuWer.dmn • WE9SITE: W W W.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-hIN-LED-e69-FL-12, TF-MN-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: MACHINED CYLINDRICAL METAL HOUSING, 1 BLACK CIRCUIT BOARD WITH 3 LEDS, ONE CLEAR PRISMATIC PLASTIC LENS WITH ONE COMICAL OPTIC C 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. LAMPS: THREE WHITE LIGHT EMITTING DIODES AIMED AT THE HORIZON. 8. G 11G O 9 (LSDB) 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, 60H8) TO THE DRIVER. TEST PROCEDURE: IESNA LM-79-08 TEST DISTANCE - 20.0 FEET AEM 42LWS.BPONBR FLOODLIGHT CHARACTERISTICS BmB 1WRI2. )�O VSRT. LEE TYPE 4H X 4V MAXIMUM CANDLEPOWER 1469. AT 0.0 8, 0.0 V nova a. 9a.o o. HORIZONTAL BEAM ANGLE (508) 28.5 85.0 0. Bs.O 0. 75.0 2. 75.0 2. VERTICAL BEAM ANGLE (504) 28.5 deg 65.0 s. 65.0 4. HORIZONTAL FIELD ANGLE (10%) 56.3 deg 35.0 10. 55.0 10. VERTICAL FIELD ANGLE (1041) 55.7 deg 47.5 18. 47.5 18. BEAM LUMENS (4 FIXTURE) 203. ( 42.2 i ) 12.s 28. 425 28. FIELD LUMENS (4 FIXTURE) 390. ( 81.0 4' ) 37.5 46. 37..s 47. TOTAL LUMENS (4 FIXTURE) 481. (100.0 IN ) 33.0 79. 33.0 79. 29.0 129. 29.0 132. EFFICACY AS 72.0 1ri 25.5 203. 211 204. 22.s 294. 22.5 305. 19.5 420. 19.5 439. 1 17.0 8. .0 567. 15.0 68552. 7 15.0 705. 13.0 621. 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 146s. 1.0 14614. 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. -11.0 958. -13.0 821. -13.0 766. -15.0 682. -15.0 642. -17.0 SsB. -17.0 521. -19.5 420. -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 70. -37.5 46. -37.5 43. -42.5 28. -42.5 29. -47.5 18. -47.5 22. Checked B HYRE -55.0 10. -55.0 15. -65.0 S. -65.0 7. Approved R BEATTIE -75.0 2. -75.0 2. Lighting Engineer -es.a 0. -e5.0 0. -90.0 0. la.a 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 DIFFERFROM LABORATORY PERFORMANCE. LUMINAIRE IIB11 SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA R L-6591-S1- R2 N wQ LiJ z 2 z� J > Q W Z H Z:) O �o or_ LLI J Z Q� OLLJ 11 F� J Q I J I- LiJ C) /L�iJ/ I..L Q 5z_ 2 D J O61>�1?02> r21 DANIEL C. HYER Y LIC. No. 45596, TONAL B6 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 • Exaramo alea1P66 par IEC W529 an mreena aftemul R option • Cmeml booty, for cE Comfort ¢weans ,"ossewx,,,, n, e Cernityrom ANSI C136.31-200130blOyeaMmA,ftrIAbnlronaMn swga.awluu ewden :.r &,&with AA, nA, TM, and MP=uMs worn• Wra• e ANSICg6.]IOkVSurge prol¢gkn,tWWdlnx<Orednrewith lEEE/PN51 rem:xsre awulewews•.arnrnmrnmemmlamllweceecmearnuwmimam•uo. C62 {1.2 AmssodN • Mo. FCC Port 1% S.W.. B. Q A Bmkn Wr.M..d.Yd radialet . a9M6F¢uM e WM nlaire ana nni¢n ¢MYroncl laMele WllAHaM S.MO nauR 01 mamma, IYM1W carved .111up Maine tlambienbaUeg wntlilionsastlelined In OSTM SmntlaNBt1)-IwvmvF GiFNSvm Esa-NFaea05ax • Meets Buy AmmwnrpuinmemswNnis ARRA-Erenhcp yinhersomerval • OLC ana OLC Premium qualified lnlewtnm CRl.Some mueaeru iw except onsapplY Pleazerekrm M1lrps//www.aesgnligM1rS.erg/search umerme Wrmp cure information �aa nmao-'e • Rain ... 0... CmsWracwry Wr methanol aeted, ` prod • Oath Sky Fnelkb.IDAAWmedt en omered Yam 30KCM and direst fmn•w,Y•b4mnlWm•rw mlrenapermMn mAl.da mnb'.Mmeerekrk arms t/ .darkakv Twrnlerallgntlw¢mwler WI{g5W¢bnAkemMlw oralour vmrWtiM6ng21Mnfi:w-brinausWlna/rza.wWwWw/fWmetlTi ww-adx rnntiMermeOan Ion nuseety 4 EwnEMRNYNIrIFOmrad WP[tlmwe Xam- ?Nyuieres MEM4zaH51 Ctlaal z. pin aesgnea`rar inaooreae',rana 'a N.msimemichimmre ar0op:onz aMSEwrr•nynnnl swr•m MMSINYuay w,.wwxw:u:ma m anew,. W:.reN:MW.um NGM2m-NIO C.I.N: meuendmomd..emn WWAIa-lout 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. 'Mimorne se ...`im.irme L inn YetmWw w.nn.wewml - m onw�. inn aa. 20' to ane wean WT-urMID wialiao ,wenma. ao wM.m W. - W NakY Wwm. so' n6b.MN.ak CREE= LIGHTING FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OFTHESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. 0 Ar bovtderLABORATORIES, A ABTXDE -0 INDEPENDENT TESTING LABOO RATORIEES,S, INC. THELIGWCENTEROFTHEPmIS min im 4066 CINMELOT CIRCLE, LONGMONT, CO 80504 USA PHONE: (303) 442.1255 • FAX: (970) 535-3114 is Ea4AIL: j0@i6bnuWer.dmn • WE9SITE: W W W.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-hIN-LED-e69-FL-12, TF-MN-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: MACHINED CYLINDRICAL METAL HOUSING, 1 BLACK CIRCUIT BOARD WITH 3 LEDS, ONE CLEAR PRISMATIC PLASTIC LENS WITH ONE COMICAL OPTIC C 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. LAMPS: THREE WHITE LIGHT EMITTING DIODES AIMED AT THE HORIZON. 8. G 11G O 9 (LSDB) 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, 60H8) TO THE DRIVER. TEST PROCEDURE: IESNA LM-79-08 TEST DISTANCE - 20.0 FEET AEM 42LWS.BPONBR FLOODLIGHT CHARACTERISTICS BmB 1WRI2. )�O VSRT. LEE TYPE 4H X 4V MAXIMUM CANDLEPOWER 1469. AT 0.0 8, 0.0 V nova a. 9a.o o. HORIZONTAL BEAM ANGLE (508) 28.5 85.0 0. Bs.O 0. 75.0 2. 75.0 2. VERTICAL BEAM ANGLE (504) 28.5 deg 65.0 s. 65.0 4. HORIZONTAL FIELD ANGLE (10%) 56.3 deg 35.0 10. 55.0 10. VERTICAL FIELD ANGLE (1041) 55.7 deg 47.5 18. 47.5 18. BEAM LUMENS (4 FIXTURE) 203. ( 42.2 i ) 12.s 28. 425 28. FIELD LUMENS (4 FIXTURE) 390. ( 81.0 4' ) 37.5 46. 37..s 47. TOTAL LUMENS (4 FIXTURE) 481. (100.0 IN ) 33.0 79. 33.0 79. 29.0 129. 29.0 132. EFFICACY AS 72.0 1ri 25.5 203. 211 204. 22.s 294. 22.5 305. 19.5 420. 19.5 439. 1 17.0 8. .0 567. 15.0 68552. 7 15.0 705. 13.0 621. 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 146s. 1.0 14614. 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. -11.0 958. -13.0 821. -13.0 766. -15.0 682. -15.0 642. -17.0 SsB. -17.0 521. -19.5 420. -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 70. -37.5 46. -37.5 43. -42.5 28. -42.5 29. -47.5 18. -47.5 22. Checked B HYRE -55.0 10. -55.0 15. -65.0 S. -65.0 7. Approved R BEATTIE -75.0 2. -75.0 2. Lighting Engineer -es.a 0. -e5.0 0. -90.0 0. la.a 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 DIFFERFROM LABORATORY PERFORMANCE. LUMINAIRE IIB11 SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA R L-6591-S1- R2 N wQ LiJ z 2 z� J > Q W Z H Z:) O �o or_ LLI J Z Q� OLLJ 11 F� J Q I J I- LiJ C) /L�iJ/ I..L Q 5z_ 2 D J O61>�1?02> r21 DANIEL C. HYER Y LIC. No. 45596, TONAL B6 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 W:.reN:MW.um NGM2m-NIO C.I.N: meuendmomd..emn WWAIa-lout 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. 'Mimorne se ...`im.irme L inn YetmWw w.nn.wewml - m onw�. inn aa. 20' to ane wean WT-urMID wialiao ,wenma. ao wM.m W. - W NakY Wwm. so' n6b.MN.ak CREE= LIGHTING FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OFTHESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. 0 Ar bovtderLABORATORIES, A ABTXDE -0 INDEPENDENT TESTING LABOO RATORIEES,S, INC. THELIGWCENTEROFTHEPmIS min im 4066 CINMELOT CIRCLE, LONGMONT, CO 80504 USA PHONE: (303) 442.1255 • FAX: (970) 535-3114 is Ea4AIL: j0@i6bnuWer.dmn • WE9SITE: W W W.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-hIN-LED-e69-FL-12, TF-MN-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: MACHINED CYLINDRICAL METAL HOUSING, 1 BLACK CIRCUIT BOARD WITH 3 LEDS, ONE CLEAR PRISMATIC PLASTIC LENS WITH ONE COMICAL OPTIC C 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. LAMPS: THREE WHITE LIGHT EMITTING DIODES AIMED AT THE HORIZON. 8. G 11G O 9 (LSDB) 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, 60H8) TO THE DRIVER. TEST PROCEDURE: IESNA LM-79-08 TEST DISTANCE - 20.0 FEET AEM 42LWS.BPONBR FLOODLIGHT CHARACTERISTICS BmB 1WRI2. )�O VSRT. LEE TYPE 4H X 4V MAXIMUM CANDLEPOWER 1469. AT 0.0 8, 0.0 V nova a. 9a.o o. HORIZONTAL BEAM ANGLE (508) 28.5 85.0 0. Bs.O 0. 75.0 2. 75.0 2. VERTICAL BEAM ANGLE (504) 28.5 deg 65.0 s. 65.0 4. HORIZONTAL FIELD ANGLE (10%) 56.3 deg 35.0 10. 55.0 10. VERTICAL FIELD ANGLE (1041) 55.7 deg 47.5 18. 47.5 18. BEAM LUMENS (4 FIXTURE) 203. ( 42.2 i ) 12.s 28. 425 28. FIELD LUMENS (4 FIXTURE) 390. ( 81.0 4' ) 37.5 46. 37..s 47. TOTAL LUMENS (4 FIXTURE) 481. (100.0 IN ) 33.0 79. 33.0 79. 29.0 129. 29.0 132. EFFICACY AS 72.0 1ri 25.5 203. 211 204. 22.s 294. 22.5 305. 19.5 420. 19.5 439. 1 17.0 8. .0 567. 15.0 68552. 7 15.0 705. 13.0 621. 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 146s. 1.0 14614. 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. -11.0 958. -13.0 821. -13.0 766. -15.0 682. -15.0 642. -17.0 SsB. -17.0 521. -19.5 420. -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 70. -37.5 46. -37.5 43. -42.5 28. -42.5 29. -47.5 18. -47.5 22. Checked B HYRE -55.0 10. -55.0 15. -65.0 S. -65.0 7. Approved R BEATTIE -75.0 2. -75.0 2. Lighting Engineer -es.a 0. -e5.0 0. -90.0 0. la.a 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 DIFFERFROM LABORATORY PERFORMANCE. LUMINAIRE IIB11 SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA R L-6591-S1- R2 N wQ LiJ z 2 z� J > Q W Z H Z:) O �o or_ LLI J Z Q� OLLJ 11 F� J Q I J I- LiJ C) /L�iJ/ I..L Q 5z_ 2 D J O61>�1?02> r21 DANIEL C. HYER Y LIC. No. 45596, TONAL B6 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 U 2015 - LINE+GRADE, LLC 1 2 4 B Convenience Architecture W ID and Design P.C. z 351 Sheetz Way, Gaysburg, PA 16625 HP CUPOLA 1W 32- 6" phone (814)239-6013 LAJ email tcolumbu@sheetz.com LU web site www.sheetz.com � — Z E B 9 9 9 B 9 9 E PROJECT NAME: li e a e B e NEW SHEETZ STORE z W ALBEMARLE TOP OF WALL CAP _ _ ` TOP OF.VALL�C 2HIGH - 6" -�_ 'Jv7, ___—_—_—__ —TOP OFWALL CAPFOWL_________ u7r• TOP OF WALL C21'-6" IL t/ 21'-6— -— — -- — --- - — - _ ---- - ---- - — - — - — - — - 21' - 6_-v COUNTY (D __ .i�.v. n" — — — �: vvvv._ L.v_vv_"• vvvvv 1 — — -L. --w. .v ... .� _•'r __ • -" • r �� al aY r __vv. ___ �p ,tpvvvv. —� �• r?it•7aeafu[.iee�al. __ '7O9LdLt r ___�. _ — — — — — — — — vvvvv vvvv v .v. v ,.ws v u� _ vv w vr� vv,� •i` , _�_, , INT. OF STATE ROUTE 29 ���,vv v ——'u.vv__v_vv__v vv_ vvvv__vvv__v.. •nvr.e. o.. .a_v_r.-. ".+v__ _vvv___vvvv — AND AIRPORT ROAD aaM. i _aa1,M. ........... �ABLEMARLE COUNTY r ��, —�, r— _ per _� _ / f �®vv.a. a r. - _ OWNER: SHEETZ, INC. C LIE__ vvvv_vvvvvr. _vr. � vv—__o_v.< "; — 5700 SIXTH AVE. ALTOONA, PA 16602 D CFINI HFLOOP ___ _____�fdISH F6L.09B r. Cr CONSULTANT FRONT ELEVATION 1/4' _ 1.4„ HP CUPOLA i V / z PROFESSIONAL N O 9 9 9 9 w C C w Z (M TOPOFWALLCAPLW)__—_—_—_—_— •� (wi D W zz'�" J J P.QF—VkALLCAPLLQVY)__________— vvv�r• :vv_vu... vv_.yvvvvv wvvv __ vvvvvvvvvvvvvvvvvv _ — _ __• vvvvv. —__ avvvvvr _vvv r _ wv vvv v vvv v vwvvvvvvvvr _ _. �r� rr — • — .--- — _v,_vraw-vr=—v:— __—-- _ _____ Uz QrO KEYPLAN —— .— — Cn azr az_ _ .__ vvvv vv�a� ��_ � El LU � J s�rr— iTr � rvv vv - ���� vvvvvamvvvv v_vv. r_v_a. v_r•- vvv __� "'_SS—_� cc U v. vvvvv. vvvvv. G 71 =L:IF v_rvvvvvrvvv__r O _a____aA79L '-- 3Z� ... IF LU F-1 B B ,+.._. �FINISOH FLOOR ______ _____ __ _ - _ FINISH FO' OA Z 2 LEFT ELEVATION o v4" = T-0" U IL U) o P�'CH OF JG Ut�r 9'-�2" ¢o O 06/>�202> 1 U DANIEL C. HYER Y C LIC. No. 45596 FRESH—�OOD ONTO, < A ISSUE: 1-13-2021 6% C4 - - PROJECT NO: 172556 �70NAL B� MADE TO. - . - AUTHOR BY: RJK REVIEW BY: TMC APPROVED DCH A A SHEET TITLE OUTLINE AREA = 21.65 SO.FT. BOX AREA = 25.94 SO.FT. SUBMISSION NO. 6 TYPICAL OF 3 NOTE: Sign applications are required for all signs. PROJECT 1903600 Visibility of all mechanical equipment from Approval of these plans does not include the EXTERIOR T H E W 0 R K 0 F the Entrance Corridor shall be eliminated approval of an signs shown on this Ian. ELEVATIONS pp Y g p LINE + GRADE A WALL MOUNTED "SHEETZ" BUILDING SIGN yr =1-0° A200 ALO 1 2 3 4 5 6 U 2015 - LINE+GRADE, LLC 1 2 3 4 5 6 Convenience Architecture W ID and Design P.C. z 351 Sheetz Way, Claysburg, PA 16625 1W hPcuao�n phone (814)239-6013 LU 26" email tcolumbu@sheetz.com LU web site www.sheetz.com — Z E 9 9 9 9 9 9 9 9 E PROJECT NAME: li a e a 9 9 a e e e NEW SHEETZ STORE n/ z 1..1� U' 22 ALBEMARLE TO_P OF WAL_�CAP (HIGH) TOP OF WALL CAP L IGH 22 21'-5"OFS:YALLGAP cLOW1 _ _ — - El - _ _ — _ — _ — _ — TQOF V&I-Q e(21�1 COUNTY —. as —• --s — - Z — -- __--, I - r _r r —r :m . - —r -i °sr:r• ,z _--—'z---. r..a- ra, I �-r -E ... -r. - .ev`' r ��'_- -- _ =mares srr . z ..... °` ° ---rrra a----- --�— �` yrr... —. 1 �L - 1_- J—� — ---— — ---rrrr-- rrrrrr rrrrrrrrrrr--------------- rraa rar rr "- _-�eYYae� —` -sec- x— — --- — ..rraa.. ...rra. INT. OF STATE ROUTE 29 ' a...r, - - r - -_Tomate_.; rsa -= a' ", . a -r == r =r AND AIRPORT ROAD :r•,e.' .rr-_r.-.�_:r=.r�.r.�.ra.—Trw^--r�—rr-._r♦rrarr_Swarr.SsT.r.rrTra . r' . r'rL—.Tar—.r--_�— r, rr—T_rsrarr-.—.r .rr._o_ Q`.S•a..- r--,.. r-..�_�.rrZr�rrrS.rrr. -—r:—r—r�.'L— — "r..rr eZ..�r.r�rr=L:rTrr:�-rR:r-�—rTrrrrr�=r'. " AVBIRLGEIMNAIARLE COUNTY ._.. ................... :aT.. rrr �.�r- r �S--a ra-fir rrrr. � .� -..rrrr -r- rrrry arr- rrrry rrrrr rrrr �.Yr r r'er— _rrS �°.--- ='---• Zara. _ee- --:err _. -1— Zara• ?�===. _ _ —• — —• r. :r--= 'O�Grai�r' "` —_rrsr. a�eeear '�sYa®r. •----- .., •�amr — -r=` —• .a.—rrrr. —• ' .a�eamz. .+., T =' —• :rs av �r araar. r ar. rv-ar �� ar-ar rrra., aura , r rrra., ar -r ara-.. aura r ,.rrr r®r, rr. .uvrrr. \. _r-_-_a__Z _ -- .arr- ar-aa .arr.. ✓� _r_r_r .rrra rr_a_-_ •r_r-_r_a .r_.. _r_r_r_r •r_rr_r_a ....6...... .rrr_r_a_.r_r r_ .r_r_r_ra r_ ___rr_r_r_a •r_r_r as r- - '� rrrr rrrr -arr.. _ -® rrr " rrrra -. 'rar r rr •' rr rrra '� rrrr w rrrr arr r- vrrrr ._rrrr rrrr . a OWNER: rrTrZrr air-rra r�rraTrar rrrr-.•.'rvrr r�rrrrrT�ra. :Zrrrr-r'ry rrr-iarrrrrTvrrrTrwr ;.rrr rrrr��rrrrwrr rrraaa- aa.uara rra.rr a-r-a..r-rrr +p-rr..,araarr r..rr.rE.r-aaaraaa-rraaa a rararr.ra �-ar-r-a.r-r - a- -- a r a,.•.ar a �.- a-�.-r -a ry •err r... fir- -- -ara-r-- a _r ar -r z-e: _ zr -z-e:: �.z.:rr_s.r. rsz- rr-s.-s _ ire:. - r=s-e: zz :r z-e:.. SHEETZ, INC. era. "rrrrr �Z�". °' air. �Zva—a �..1=a�ar..i=aar =r rZ�rrr rrrrr �..i�r & j.. --. rrr' Ar• —. --. rra-. a-. — :7YYY•—•�_LYeYL.�YYYLe:17L: _JeeL�:wIIYYY� _ _ r ' 31RI16�YYY.:•JYYYL—r•:71YYY6s _ ar-ar ar-rr: r rr. .roar.. rrrrr: a �r� ararr. ...rrra .ur-r...' rrra.: .arr- .. .. ..,rrr r ..rrr, rrrrr, .rrrrr. .. .. rrra .rr -a .rrra- rrra- .ar-aa .rrrra ara .rrrr _ +.raa .rrrra .r..: terra •rrrra .rrrra .rrrra .rr a............. .rrrra .rrr ar-rrrr r-r--ar-aa-rrrr- rrra-ara... =-r--rrrr--aar "arr--arr---------ar-rrrrrr-ra-rr-----r-ra-ar- -- roararea-r. ra ---roar--�-rrra-- rrr-r ---roar-ra-ar -a_ r -- � ;.rr .. ISr - ° 5700 SIXTH AVE. raa-ar ar =� a �--..aar _��--a--rsa-- s roarar.aaars—aaraaarar a -_ r.aa--r.—aw-raaaari rar--. rrra—. .a—. rar , —• ra-a. ra..,, —. rrra—. rar--. �a--. r.-r . rra- roar. r.ar--. rra - r:.raar ._. °"�ee"m� ' a—. �. • �° .... �'�JYLS:QIelIYYL LT ... .isYYYaer - •na�uuL� - ,r ..... -aYYa_:eYYYa- ALTOONA, PA 16602 � rrsr �r�-a -a �r-aa �s� 1•rrsrr Tom.•: - .a,rr-a �rr�rr;r-�-a ra • :rr��� �rr�aa .r-arrrrr: ra-rrra-sr-arr�arra rrra- - r--rrr r... aarrrrr-rar-a-raraara�sa a a-..roaras--a-a-rrrr roar - ��. -� �� - =aT ==za-r ��� - ��Z-r rrrr- __ _ _ ___ _rrraar-- rr �.. �. r-arararraaaara-� .. --rararraa-rrsr-- D � ter_ -Tr-- � - - a--"._- r_-".- �-'�----_a.._rr---"'rrrr_ �........._-".---a-�--arr D ♦. J L v . . J - - =rr O , ♦ M l J . . r- ,. -rrr-♦ �__. » — ;z. yam_ ;b�_T. ,�:r ;�._T_ r � ❑ TOP OF SLAB DRIVE-THRU CONSULTANT FRONT ELEVATION , /4' = ,._o„ TOP CUP-QLA _ _ 37 0 z 9 9 9 9 9 9 PROFESSIONAL N O C 8 9 B 9 B C W Q z Q ❑ = z W �20PBFWAL�CAP (HIGH)— ❑ ,�-rrrr-- 22�-9� TOP OF WALL CAP (HIGH TOP OF WAL�CAP HI H)_ _ _ _ _ _ _ _ _ TOP OF WALL CAALOw & Q W ---rrr----rrra.— —aar . --- o --- ---rrrr J �--rrZ—r —a �rSv==NYY`•--• a �� — r—"JCC6 — — --S r — rrrr.. a—a--c O -- a -- _ _a_r♦ .av ____.0 rar♦ . rrrr _ _ _ .. .�..rr---..rrrrrrr—rrr ' rrra.. - r r � r rrrrSr• •ram �a ❑ - - - - - - - ?'Lr =..r ..zr.=Z = m rrrr KEYPLAN �y (/j 'eiYeOe�Z—o-rra W �-r-- ❑ Q r...... ---a ..---.............� Iry as _--__. -,. ............ ____-- -_-�, L Q l/ `' �-aar--rar-areaa-rare- arras--rar--r®...arr�..- Tr4 ' 1 V a,rr-_-__r-"•-_rrrrra-rrrr -"rrrr-r-r-arP.a-ar-.�.'- ___ LL -..rater-..rar-. .aar-:.aara. -. rrr-, .-arr-, .-aar-. .-oral aaa-. -.-rrr- arr-. 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DRIVA-THRU Il -0'RU Z 2 RIGHT ELEVATION o v4" = T-0" U IL U o 'CH OF P LU Af 9p < O � 06 » 202> '2 Y U DANIEL C. HYER Y LIc. No. 45596 A ISSUE: 1-13-2021 d.�w PROJECT NO: 172556 �70NAL B� N AUTHOR BY: RJK REVIEW BY: TMC APPROVED DCH A A SHEET TITLE OUTLINE AREA =21.55 SQ.Fr. SUBMISSION NO. 6 BOX AREA = 25.94 SQ.FT. 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 Alm 1 2 3 4 5 6 ^ 1 TOPOGRAPHIC SURVEY TAX MAP 32 PARCELS 38, 39 AND 39A ALBEMARLE COUNTY, VIRGINIA This Topographic Survey of Tax Map 32 Parcels 36, 39 and 39A was completed under the direct and responsible charge of Brian D. Jamison, Licensed Surveyor No. 3334, from an actual *Ground survey made under my supervision; that the imagery and/or original data was obtained on 11/07/2019, 1111112019, 02/07/20 and 02112120; and that this plat, map, or digital geospatial data including metadata meets minimum accuracy standards unless otherwise noted. ltl Title Report was Provided and used in the preparation of this survey. 2. Miss Utility Ticket No:BO03400793-OOB Ticket ND:8003400793 Rev: OOB Taken: 02/03/20 10: 17 AM 3. Utilities and Easements other than those shown may exist. 15'ACSA Waterline Esmt. (as shown at) D.B.3503 p.180-187 i D.B.525 p.643 1 I I +-Aprox. 5' Waterline Esmt.(Agregiment) D.B.698 O. and D.B.644 P.213 °beginning at the water box now located behind that structure existing on the oNi I and running in a westerly direction to the base of the natural slope and thenc toward the south alona the western boundary as near as possible to that bow infringing on the natural slope" TMP.32-38A N/F TERRY D.B.4574 P.676 D.B.629 P.104(plat) I 1 I I I j z� �0'0 TMP.32-39B w ; gti� •/' ( I COMMONWEALTH OF VIRGINIA I I I 1 I / ( DEPARTMENT OF TRANSPORTATION d I -, i D B 4574 P 676 I `I ` Stm-gra I :I SL �a I I � 4 s p 0- s i Imailbo es I I s HWPB.XIV P.21207 Riser =533S8 i ,/ ` I 1 Fl HWPB.XIV P.151- 5$ 4 sl 10=530.83(15"rcp) .., r -•----. i I 994 Top=541.64 NN 1 Asphalt grave; -ARV / 0.=538.82 11=53244(15') \ �r i wv. � (3) ,/ 41 I 10=529.79 24 rcp) 6) 1 ii .' wv 30"RCR ( I 1 %o/� v / �� / 1 SS.Mh. p Top=534.4712 - / f� :• V \\\\ ®'��.� �� 1 11=525.72---__ - / \\��\\ .r�� r- �i \ I I t 10=5 5.67 Ex. �� i ` ���� - ��"�•.®°'r PF- ®� �� `' �\� % / I i 1 t O o Esm �.-B. 600 San. Es_m't \ gravel 11 ( f / \\�1���'+®®� - �` ��.r!� o���\ p// 1 ` t Excot •.6 1 1 • • ,'�-,. /�.�.✓ e te® � � Y h01n1�fk�eQC � 16 / 5/6 s= �P- � _•- w/cap 4 � �� 1 -grate \ ' / ��-' _._•_' • SS.A1h. 1 Top= 34.55 I I / / / ��.. �c _ - •- Tap=537.50, IF. 1=529.40 Ib=527.80 w/c 10=529.00(15"rcp) ++« _-11.=536,83 II=527. I I r Stm-M t. ainlink tent �,�' • _� 2 f� 527.65 _� \ Top-„51.81 _ _. 12 I II=541.31(3010=541.11(30: ) % -`-� /� ��! �� 0.=536.36 1 0. e / - wm MGM rSS.Mh.I i I •� �Se�"-168 � ,,,III �" -- /"-- 1r542 4b grovel -, _ " nln ► � % `f� NEW PARCEEIV 2.353 Ac.(Combineil------------ N F WIWAM SCOTi MARSHALL, \ �` :; �_ Asphalt d t / TMP.32-40 3 ,, I 1 ,1„� I� �° TRUSTEE of the FAMILY TRUST From 1 cad 1 \\ TMP.32-38 AIRPORT AUTO INVESTMENTS LLC jof the D.B.5189 P.548 y t a WIWAM A. MARSHA JR. REVOCABLE TRUST a 3514 d aiat N/F AIRPORT PLAZA LLC D.B.4464 P.203 0 $I I I D.B,4464P.203 Q o nr sts.7 gravel . D.B.4622 P.319 D.B.3P.180-187(plat) DP.264 D.B.629 P,104pD.B.3192 P.264 DP.317 si D.B.2717 P.317 O1 I o 20,626 AC(survey) ,, D.B.629 P,101, 104(PIaF) .xo D.B.2264 P.385 DP.385 e� H.W.P.B. XIV P.151-158 I ` 4.W.P.B. XIV P.151-158 H.W.P.B. AV P.200-207 b I' H.W.P.P. Xry P.200-207 D.6.715 P.634(plat) m D.B.1639 P.566(plat) 1.667 Ac.(survey) roof A, ^ \ . \ o0 ' itm-ggrate drains fop=559.43 y I Stm_ rote ` �;g fence `4-1 '` \ '•, / /� I = a .� 1 1=550,03(12"hdpe)- I I '' � 9 I � q ry ���� �.,. •, i / 0 ^� 1�547.6512�hd e\ � � � r.- 1 0 •. I , _ oH. ph°';e-�'. ..... ®' II-5.4.30�30 rc�) rt,/ 10=5t4.15(30"rub) �, I 8.0' y " „ -,_, -, -u F-- o a-- ,-, ,fence ( _ Ex. VDOT Drown. Esm t I'. o _ � xor Proj.#0649-002-158 I n. Ni e . _.ry aj) - $4782 �\ yyOof . I � I I^��. ��w=52.8tmktr 3 .� 0880tl •. ` I j rain , 1 .,"'a� n.ab CO. ! w=52a I u-i I /••.E. 1' tw=52.8 bw= \ •- ,SI.N ..I,M ' 48.3 ®fVAC 3 ® 38,3 NI. / Tv. r .aa `.'. '• ue. mz ~'- ntenae I II I Elec. 2 Story Frame ,pole 6 w/b sent .�- •.,..°" 1\1� 36.0' 1 1831 I 1 0 •®Re y� \� -C y w..r Q . 1 Storyshed cind loi #1821 1 _ 16.3' fen d Af • I I ' stone 1 '1 °1 rains ' I omio TfvIP.32-39A V I CD' _ 61�" A � I over cohOpY I .-•'"• i -•- -- - --- --- --- ----gravel ---••---••--- NTFRUSTEW��E of the � FAMILY TRUST � N IF. � o I L, W e I - - ••--------------------- - 1 WII IJAM A. MARSHALL JR. REVOCABLE TRUSh h� grave ` D.8.4464 P.203', �; . z D,B,3I92 P.264' U Asphalt D,8,27,17 I P.317 P I I, s .ro..w, a C� J ` D.B.2284 P.W5 a y I ` ++"\ H.W.P.B. XIV P.151-150 i • t 4 I ) .1 1 pole "\ ®' �... 6 '„ H W.R4'XIV R200 207, v Beams - - window ; b° ` I / D.B,1"639 566(plat) well r ��--- j a ..-- `\ �. /, cone G.B.629P.101,104(P) S19'22'33"W .• �L.5'o"ia' 37.30' 1- bollards , , - - - - Idi( * conc. lid ti t-----L--_ - Ex. Sprmt/Centel & I 1 I I ---- __-- y ---- ant/Centel Esm't __X4 ----- - --- grovel - / _iaro4J -- O P _ 2 p , _ Dominion oj.#06 Esm't> p alnei ro � i phone � at r 4 amfiid ----- W 1 IF. I waerme' t '�•..�.0, .,may \gravel /------------ N69•47'57 .\ I' 4rIF eter HVAC 7' it! 1117 , �f . I MCA links airport 1 Itil 0 dnot ?inter VDH. Mon guy lec. t phone pole "a I w 1e • c r' n fib I II" witr$ss' " fibe s ntel opti ber vain I u t I S"I Iwil ess I I I I I s 1TtT> .96+- ll.=536.10 (15"omp) m a�0 Z ^$ Cl? Q OOL vi Q O, WxR aci op pea �33 Q=2 . D.I. -� ----- - - - - - -.- .. Top=559.97 '� �- �_ � .' .: __ '.---- ..>`----- - A ..,,•� -�.: o(e w e' • / � vooT nw Inv-554.76 N55'39'57"W 243.29' ��pole •' "'- = void TMP.32 39 10=554.55(30"rep) 533'39' 14"N 0.061 Ac, ch bw=45.2 1'v. =Iu.= is Peel. of mneY w•r y- D.I. -� {survey} ° Top=556.88 sign mailboxes 14.46' -�` S!9'22133" drain ��=1=,- /jf 11=549.58(15"rcp) ai port IF. -39. . 11=549.21 15"rcp S ahead sin - tw=48.7 traffic / signal 4 0=548.33(30"rcp) I s D I sin - a 44' 4"W 03 w=47.4 vau Pole �" Top=554.73 9 IF VDOT IF. ��pj,TH Off, D . a 10=550.98(15'rcp) highway sign w cap X 1 long i ■ O dP I STATE ROUTE 649(VaHable) t H.W.P.B. XIV pp.151-158 B9r1ChrT1C�dC U BRIAN D JAMISON a a TDop=557.85 H•W.P,B. XIV pp,2pa�� I� d N55'02'36"W p I s• SCALE 1" = 20' No. 3334 - o !7.!!' (tie) Top=546.65 • d F DI. Cl. RGA cap 10=542.35(15 rcp) -0 zo so o eo 40 Top=559.42 es Top=557.85 E�- �7'� v o �D ,g 10.=555.09 Inv=550.400((N))1 � �- '�^ � SCALE IN FEET Inv--550.42(S) \ Inv=550.3 r- I 9:\RGA\TMPROJ\ 19.0679 ALTA\TOPO-PH-2,pro