Loading...
HomeMy WebLinkAboutSDP202000061 Plan - Revision 2021-02-05VDOT DESIGN CRITERIA: LAND USE: COMMERCIAL/RETAIL (WITHOUT SEPARATE TRUCK ACCESS) AIRPORT 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 SEMI NOLE TRAIL ALBEMARLE COUNTY, VIRGINIA DEVELOPMENTTYPE: BY -RIGHT APPLICANT/OWNER: CONTACT: ANDREW BALDWIN AIRPORTAUTO INVESTMENTS, LLC ADDRESS: 600 EAST WATER STREET, SUITE H CHARLOTTESVI LLE, VA 22902 PHONE: (434) 422-5050 ENTAIL: ANDREW@CORECVILLE.COM ENGINEER OF RECORD: CONTACT: LINEAND GRADE CIVIL ENGINEERING DANIEL C. HYER, PE ADDRESS: 113 4TH STREET N E; STE 100 CHARLOTTESVI LLE, VA 22902 PHONE: 434-262-0169 ENTAIL: DHYER@LINE-GRADE.COM SOURCE OF SURVEY AND TOPOGRAPHY: SOURCE: ACTUAL GROUND SURVEY (SEE SHEETXI.0 FOR SIGNED SURVEY) CONTACT: ROUDABUSH, GALE&ASSOCIATES BRIAN JAMISON, LS ADDRESS: 914 MONTICELLO ROAD CHARLOTTESVI LLE, VA 22902 PHONE: 434-977-0205 ENTAIL: BIAMISON@ROUDABUSH.COM PARCELS: TMP 32-38 OWNER: AIRPORT PLAZA, LLC CONTACT: 5029 STONEY POINT RD BARBOURSVILLE, VA 22923 PARCEL ID: 03200-00-00-03800 ZONED: Cl COMMERCIAL OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR PROFFERS: VETERINARY OFFICE AND HOSP17AL(ref. SP-1996-00008for conditions) LEGALAREA: 0.627AC 27,304 SF TMP 32-39 OWNER: MARSHALL, WILLIAM SCOTT, IND & AS TRS OF RACHEL K MARSHALL REV TRUST PARCEL ID: 03200-00-00-03900 ZONED: Cl COMMERCIAL OVERLAYS: AIRPORT IMPACT; ENRANCE CORRIDOR; MANAGED STEEP SLOPES LEGALAREA: 1.666AC 72,556 SF TMP 32-39A OWNER: MARSHALL, WILLIAM SCOTT, IND & AS TRS OF RACHEL K MARSHALL REV TRUST PARCEL ID: 03200-00-00-039AO ZONED: Cl COMMERCIAL OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR LEGALAREA: 0.061 AC 2,654 SF TOTAL LEGAL AREA: 2.353 AC MAGISTERIAL DISTRICT: RIO PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: PER 21.4 MAX H EIGHT ALLOWED= 65 FT EXISTING BUILDING HEIGHT = 12 FT PROPOSED BUILDING HEIGHT= 24.33 FT SETBACKS: Per 4.20 PRI MARY STREET(RTE 29; PRI NCI PAL ARTERIAL) MI N FRONT BUI LDI NG SETBACK= SOFT" PRI MARY STREET(RTE 29; PRI NCI PAL ARTERIAL) MAX FRONT BUI LDI NG SETBACK = NONE REQUIRED SECON DARY STREET(AI RPORT RD; MI NOR ARTERIAL) MI N FRONT BUI LDI NG SETBACK= 10 FT" SECON DARY STREET(AI RPORT RD; MI NOR ARTERIAL) MAX FRONT BUI LDI N G SETBACK = NONE REQUIRED SIDE AND REAR BUILDING SETBACK (ADJACENT TO COMMERCIAL) = NON E REQUIRED PARKI NG SETBACK= 10 FT 'WHEN PUBLIC SIDEWALK IS OUTSIDE RIGHT OF WAY, SETBACK DISTANCE SHALL BE MEASURED FROM BACK OF SIDEWALK. SCREENING: ADIACENTTO COMMERCIAL NONE REQUIRED PER 32..7.9.7 SEE LANDSCAPE SHEETS FOR SPECIFIC SITE ELEMENTS TO BE SCREENED FROM PUBLIC STREETS BUILDING FOOTPRINTS: EXISTING BUILDINGS AIRPORT PLAZA STORES 1 STORY FRAME & CINDERBLOCK 2 STORY FRAME 1 STORY CINDERBLOCK METAL CANOPY FRAME SHED 1 FRAME SHED 2 FRAME SHED 3 PROPOSED BUILDINGS PROPOSED CONVENIENCE STORE FOOTPRINT PROPOSED CAR WASH FOOTPRINT PROPOSED FUELCANOPY FOOTPRINT LAND USE: 5,721 SF 3,513 SF 1,394 SF 794 SF 190 SF 303 SF 101 SF 282 SF EXISTING BUILDINGSTOTAL= 12,298 SF 6,077 SF 1,024 SF 4,538 SF PROPOSED BUILDINGS TOTAL = 11,639 SF PER22.2.1c CONVENIENCE STORE= CAR WASH (DRIVETHRUTYPE) _ FUEL STATION (CANOPY) _ PARKING REQUIRED: Per4.12.6 MIXED USES (SEE PARKING TABULATION TABLE ON SHEETC0.2) TOTAL REQU IRED PARKING = PerADA Std. 208 HANDICAP SPACES REQUIRED= TREE CANOPYCOVER: 6,077 SF 1,024 SF 4,538 SF SHEETZ ••. o v ° BOO v o ae a a � U (�• a <e $ 6 P O B o s 0 0• O .. ' d • O O° 4 D '.OP © • R•`O . v' /o W ' O /I � , � b0 moo _.p glRp v • •♦A. ° O • g `O�^ �O �.B• nepO �/ O � ,F • • 'OQD ® PROJECT LOCATION s op tilr� • r � . s +•..: a ...'•'•• a e • ; PROFFjT� . °g •s'> s° 43 SPACES VICINITY MAP N LOCATION MAP N 2 SPACES �J SCALE: 1" = 25,0001 SCALE: 1" = 2,000' DESIGN VEHICLE: WB-67 TRUCK RADIUS: 50' uj DESIGN EXCEPTION: AM-E FOR ROUTE 29 ENTRANCE, APPROVED ON: JUNE 18, 2020 z (SEE SHEET C0.2 FOR APPROVAL CONDITIONS) _ INTERSECTION SIGHT DISTANCE: 530' � SEE SHEET CO.2 FOR TURN LANE WARRANT ANALYSIS AND TRIP GENERATION FIGURES t� ADDITIONAL SITE INFORMATION: z 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) l'3 PERCENT INCREASE IN IMPERVIOUS AREA: 43.8% Z 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. (1'� V � 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 0 0 uj CO.2 ZONING, PARCEL, AND SITE CALCULATIONS C1.0 EXISTING CONDITIONS, SOILS MAP, AND DEMOLITION PLAN C2.0 EROSION AND SEDIMENT CONTROL NARRATIVE C2.1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C2.2 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C2.3 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 C2.4 EROSION AND SEDIMENT CONTROL DETAILS C2.5 EROSION AND SEDIMENT CONTROL DETAILS C3.0 TRAFFIC PLAN C3.1 SIGHT DISTANCE C3.2 TEMPORARY TRAFFIC CONTROL DETAILS C3.3 TEMPORARY TRAFFIC CONTROL DETAILS C4.0 SITE PLAN C4.1 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 N C6.4 UTILITY DETAILS w C7.0 PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN w Z C7.1 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN 0 C7.2 VRRM TABULATIONS v J Q w C7.3 DRAINAGE MAP J 0 � >� W C7.4 HYDRAULIC CALCULATIONS Q LLB Z �Z/ � C7.5 BMP PLAN AND PROFILE 0 O v J C7.6 BMP DETAILS 0 U w C7.7 SWM C PLAN AND DETAILS Lu Q Lu J C7.8 STORMTANK DETAILS 0 Q C8.0 LANDSCAPE LAYOUT AND MATERIALS PLAN 0 O Lu C8.1 LANDSCAPE PLAN J 1 N C8.2 LANDSCAPE DETAILS ly Q C9.0 PHOTOMETRY Q 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 3/12/2020 SUBMISSION COMMUNITY DEVELOPMENT 2 INITIAL SITE PLAN WITH ALBEMARLE CO. DEPT. OF 8/20/2020 ARB UPDATES COMMUNITY DEVELOPMENT 3 1ST FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 9/9/2020 P� TH OF �D SUBMISSION COMMUNITY DEVELOPMENT 2ND FINAL SITE PLAN ALBEMARLE CO. DEPT. OF r 4 11/20/2020 SUBMISSION COMMUNITY DEVELOPMENT 0 02�05�202> Z D 5 3RD FINAL SITE PLAN ALBEMARLE CO. DEPT. OF DANIEL C. HYER Y 02/05/2021 SUBMISSION COMMUNITY DEVELOPMENT 1 Ic. No. 1,5590 SIGNATURE PANEL: APPROVAL DATE �IONAL DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING&ZONING APPROVED DCH ENGINEERING SUBMISSION NO. 5 INSPECTIONS PROJECT 1903600 ARCHITECTURAL REVIEW BOARD T H E W 0 R K O F L I N E + G R A D E DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION Como HEALTH DEPARTMENT SEE LANDSCAPE PLAN GENERAL CONSTRUCTION NOTES: UTI LITI ES: CONCRETE AND ASPHALT: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES. 5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES. 6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY IS PARAMOUNT. 7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT OF WAY, OR ADJOINING GROUNDS. 8. ALL WORK AREAS SHALL BE CLEANED DAILY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES. 10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY. 11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION. 13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE. 14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED. 15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE. 16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN. 19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER. 20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER. 21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING CLEANING. 22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL. MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE ACCESS PROCEDURES WITH THE FIRE MARSHALL. 24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS. 25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER. 26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES. 27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. WORK AREA PROTECTION AND MAINTENANCE: 1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS. 2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED. SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32 3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS. 4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18) 8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES. 10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS. 1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION. 2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. EARTH WORK AND SITE CONDITIONS: 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE FILL. 3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON ALL PAVED SURFACES. 6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY. MAINTENANCE OF TRAFFIC: 1. A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD WITH VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. 2. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE COUNTY OF ALBEMARLE TRAFFIC ENGINEER. 3. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS. GENERAL NOTES 4. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED 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. 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. N.- 3935947. 50 / E 115011,15.09 ELEV.- 547.99 -z BENCHMARK TIE -DOWN �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z J N LLJ Q LL] z J > Q Lu z O(n o J LLJ O LLJ DO Q i 0 v / LLJ O z z O U z O Q LLJ z LLJ f V TH OF� oz/000z> r� l DANIEL C. HYER a Lic. No. 45596, /OVAL APPROVED DCH SUBMISSION N' 5 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E PROPOSED LEGEND EXISTING S SANITARY CENTERLINE S- yl/ WATER CENTERLINE {v STORM SEWER G0.S GAS LINE GAS- - LIGE UNDERGROUND POWER UGE - ODMM UNDERGROUND COMMUNICATIONS COMI- OVHD OVERHEAD UTILITY 382 CONTOUR LINE 582 CURB/CURB AND GUTTER SPILL CURB WITH TRANSITION AREA PAVEMENT MARKING LINE BUILDING LINE BUILDING OVERHEAD/PROJECTION ` _ _ >• F _ _ . . _ _ >• F WALL TREELINE PROPERTY LINE - - - - EASEMENT LINE BUILDING SETBACK LINE --------------- - - - - - - - - - -- ROAD CENTERLINE - - - CHANNEL CENTERLINE - - BERM CENTERLINE - - - - LIMITS OF DISTURBANCE DRAINAGE DIVIDE UTILITY POLE ADA ACCESS PATH AND LANDING ► -► DETECTABLE WARNING STRIP SIGN s- -� 12 4 PARKING/HANDICAP PARKING COUNTER 26 3 ENTRYWAY/INGRESS/EGRESS SYMBOL TREE 1 SHRUB CONCRETE a BMP RI PRAP 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 CONIC CONCRETE PI POINT OF INTERSECTION D OR A DELTA ANGLE 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 FIG FINISHED GRADE SD STORM DRAIN FIND FOUNDATION SF SQUARE FEET GRVL GRAVEL SMH SANITARY MANHOLE HC HANDICAP STA STATION HP HIGH POINT SW SIDEWALK ID INSIDE DIAMETER 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 WSEL WATER SURFACE ELEVATION RIGHT TURN LANE WARRANT ANALYSIS Location: US 29 Entrance Roadway Classification: 4-lane roadway Use Fig. 3-27, RDM Appx. F P HV into proposed site: 38 VPH From ITE Trip Generation P HV Ri ght Turns i nto entrance: 20 VPH 50% trips lNfrom US 29, plus 100%trips INfor parcel32-3BA (shared entrance) Approach Daily Volume: 390DO AADT published by VDOT, 2019 K Factor: 0.0968 Directional Factor: 0.5314 Total Approach 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)^Design Life Treatment Determined: Taper Required Existing turn laneatthis entrance will be maintained. 120 7 O x ¢ w a 80 to w J _U x w > 60 Z Z 7 F r = 40 0 E S a PHV APPROACH TOTAL, VEHICLES PER HOUR RIGHT TURN LANE WARRANT ANALYSIS Location: Route 649 Entrance Roadway Classification: 4-lane roadway Use Fig, 3-27, RDM Appx. F PHV into proposed site: 38 VPH From ITE Trip Generation PHV Right Turns into entrance: 22 VPH 50% trips lNfrom US 29,100% trips lNfrom VA C49 Approach Daily Volume: 8700 AADT published by VDOT, 2019 K Factor: 0.0873 Directional Factor: 0.5632 Total Approach PHV(Current):®VPH ADTx KxD Design life: 20 Years Percent Growth: 1.2% Based on 2018 to 2019 data Total Approach PHV (Design): VPH Current PHVx(1+%Growth)^Design Life Treatment Determ ined Radius (No turn lane or taper) 120';:-, I"A 7 O x ¢ w a 80 w J U W > 60 of Z cc r X 40 0 z a P4f1 200 400 600 800 1000 1200 1400 PHV APPROACH TOTAL, VEHICLES PER HOUR WATER DEMAND CALCULATIONS: TOTAL WATER DEMAND ESTIMATE -CONVENIENCE STORE FIXTUREVALUE FIXTURE OD 60 PSI NO. OF FIXTURES FIXTURE VALUE 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 -TANKTYPE 4 URINAL -PEDESTAL FLUSH VALVE 35 - WALL FLUSH VALVE 16 WASH SINK (EACH SET OF FAUCETS) 4 DISHWASHER 2 WASHING MACHINE 6 HOSE (50ft WASH DOWN) -1/2in. 5 -3/4in. 12 0 0 0 0 4 8.8 6 0 8 175 0 70 0 8 2 0 0 12 2 4 4 2 5 2 2 1 1 VALUES FROMA WWA M-22 WORKSHEET COMBINED FIXTURE VALUE TOTAL = 293.8 ESTIMATED DEMAND = 70 GPM FROM AWWA FIG. 4-2 WORKING PRESSURE AT METER DISCHARGE = 1 100 PSI ACTUAL PRESSUREAT MAIN IS -100 PSI. PRESSURE REDUCING VALVE WILL BE INSTALLED AT BUILDING. PRESSURE ADJUSTMENT FACTOR= 1.34 FROM AWWA TABLE 4-1 CUSTOMER PEAK DEMAND x PRESSURE ADJUSTMENT FACTOR, GPM = 93.8 IRRIGATION DEMAND TO BE MET WITHSEPARATE METER FOR IRRIGATION ONLY FIXED DEMAND ADDITIONAL FIXED LOAD, GPM = 0 TOTAL WATER DEMAND ESTIMATE SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM = 93.8 METER REQUIRED= 11/2" POSITIVE DISPLACEMENT TOTAL WATER DEMAND ESTIMATE -CAR WASH ESTIMATED DEMAND= 1 45 GPM BASED ON DEMAND DATA FROM EXISTING SHEETZ CAR WASHES PRESSURE ADJUSTMENT FACTOR= 1.34 FROM AWWA TABLE 4-1 CUSTOMER PEAK DEMAND x PRESSURE ADJUSTMENT FACTOR, GPM TOTAL WATER DEMAND ESTIMATE SUM OF FIXTURES AND FIXED DEMAND, GPM = 60.3 METER REQUIRED= 11/2" POSITIVE DISPLACEMENT TOTAL WATER DEMAND ESTIMATE -IRRIGATION IRRIGATION TOTAL IRRIGATION AREA= 8200 SF NUMBER OF IRRIGATION SECTIONS= 82 (100 FT2 SECTIONS) IRRIGATION SYSTEM TYPEI ROTARY IRRIGATION FACTOR 0.40 IRRIGATION DEMAND (NO. OFSECTIONSx IRRIGATION FACTOR) GPM =F 32.8 HOSE BIBS QUANTITY DEMAND 1/2" BIBI 0 0 5/8" BIB 0 0 3/4" BIB 0 0 TOTAL WATER DEMAND ESTIMATE TOTAL IRRIGATION DEMAND (IRRIGATION + HOSE BIBS) GPM = 32.8 METER REQUIRED= 1" POSITIVE DISPLACEMENT k a arwr,.,�ysx naxG }nopp�ng Ce*+lers. Hesu,rret WtlIL SNKGi WdK 6a1CM5. FbSpld�b 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): 1KITCHENAREA, SEATING, AND RESTROOMS 2ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, WALK-IN TAKE-OUT COOLER, CHECK-OUT, ETC.) PARKING PROVIDED CODE REF. SPACE TYPE ACTUALSPACES PROVIDED CALCULATED SPACES STANDARD 44 44 HANDICAP 2 2 TOTALS: 46 46 j LCLEANUP�ORK ROOML-- IL L� L L L L LUTILITY 331 SFOM L E L L 1 1447 SF IIL_�������������� L- L_ L- L- L- L_ L- L- L- L L- L- L L- LWALK-IN WALK-IN ADMIN. L 39 SF _ L- FREEZER- 1 RESTROOMS 117 SF 394 SF L- L- L- L- L52 L- L- L- L- L- L- L- L- L- L- ,HECK-OUT AND SBC - 314 SF_ L L- L L_ BEVERAGE COOLER L_ L- L_ L L_ L- L- 17L sL L- L- L- L- 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- 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-_lI VESTIBULE L_ L_ L_ L_ L_ L_ L_ L- L- L- L- L- L- L_ L_ L_ L_ L_ L_ L_ L_ L- L- L- L- L- 6 SF L- L_ L_ L_ L_ L_ L_ L_ L_ L- L- LSALES FLOOR S - 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- WALK-INS- L- L TAKE-OUFR6NT L- L_ L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L L- L- C00 ERT- L- L 'EIBUL137 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- I I i L- L L- L- L FLOOR AREA USE: RESTAURANT =1,531 SF (KITCHEN AREA, SEATING, AND RESTROSTROOMS) FLOOR AREA USE: FOOD STORE = 4,546 SF L_ L_ ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, COOLERS, CHECK-OUT, ETC.) OSHEETZ CONVENIENCE STORE FLOOR AREA USES FIRE FLOW TEST INFORMATION I NEEDED FIRE FLOW HYDRANT LOCATION Airport Rd/Rte 29 (HYD#12123) CONSTRUCTION TYPE/USE NEEDED FIRE FLOW HYDRANT ELEVATION 556 IB/BUSINESS 1500 GPM RESIDUAL PRESSURE 42 PSI AVAILABLE FIRE FLOW STATIC PRESSURE 101 PSI FLOW AT 20 PSI RESIDUAL PRESSURE (Q2o) 3,171 GPM FLOW 2672 GPM *IN ACCORDANCE WITHAPPX. BOFTHEIFC UTILITY DEMAND NOTE. ALL VALUES ARE DETERMINED FROM EMPIRICAL UTILITY DATA FROM EXISTING SHEETZ STORES. WATER STORE: DEMAND = 80 GPM @ 45 PSI MIN. PRESSURE twr,eaoc J% Apawenla corwrmnuns MIN. SERVICE LINE SIZE = 2" MOLNB. Fi81?'P81kB CAR WASH: DEMAND = 45 GPM @ 45 PSI MIN. PRESSURE _ MIN. SERVICE LINE SIZE = 2" ,m M rid "M r20 lA4 SEWER Combined Fialvry Valve STORE: Fiqu re 4.2 Water flow peman4 per fixture value • low range AVERAGE FLOW RATE = 3,000 GPD 2 x 6" LATERALS 1 x 4" LATERAL FROM GREASE TRAP EXISTING ITE TRIP GENERATION WEEKDAYTRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTYOFUNITS TRIPREDUCTION* /.IN %OUT IN OUT TOTALTRIPS ANIMAL HOSPITAL/VETERINARY CLINIC 640 1,000SF - 2.24 - - 4.72 - - 6 5 11 HARDWARE/PAINT STORE 816 1,000SF 51.29 1.14 603/r 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 SIP 11.57 1.01 - 12 1.74 15% 85% 0 2 2 SINGLE FAMILY HOMES 210 1 1 Dwelling Units 9.57 1 1 1 10 1.00 63% 37% 1 0 1 SITE TOTALS = 1 10 1 9 19 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 *Note: all land uses in the 800and 900series are entitled to a passby trip reduction of 6001 if less than 50, 000 SF or a 40% reduction if greaterthan orequal to 50,000SF. 400 AMPS MIN. 150 KVA TRANSFORMER PROPOSED ITE TRIP GENERATION WEEKDAY 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 CONVENIENCE MARKETW/ GAS PUMPS 853 1,000 SF 845.60 2.43 60% 821 50.92 50% 50% 25 24 49 FAST FOOD W/ DRIVE THRU 934 1,000 SF 496.12 1.39 60% 276 33.84 52% 48% 10 9 19 AUTOMATED CAR WASH 948 1,000 SF - 1.02 60% - 14.12 - - 3 3 6 SITE TOTALS= 1,097 38 36 74 *Note: all land uses in the 800and 900series are entitled to a passby trip reduction of 60% if less than 50,000SF ora 40%reduction if greaterthan orequal to 50,000SF EXISTING ITE TRIP GEN ERATION (for TMP 32-38A, utilizing shared entrance) WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTYOF UlNrrs1 TRIP REDUCTION* %IN %OUT IN OUT TOTALTRIPS Building Materials/Lumber 812 1,000 SF 1 45.16 1 2.00 1 60% 36 1 4.49 47% 53% 2 2 4 Hair Salon 918 1,000 SF 4 60% 1.93 2 1 3 SITE TOTALS = 36 *Note: all land uses in the 800and 900series are entitled to a passby trip reduction of 60% if less than 50,000SF or a 40Y reduction if greater than orequal to 50,000SF. 4 3 7 FOR VDOT USE ONO Recommendation on Exception Request: Area Land; Use EEngineer or: RemarkKs I recdmm�i5-t1 PQr_ �l of`fhis exceRi':iorr. bas tJis't 1. The entrance Waidn � arrce f�m�-4he 2. The entraanVe ImftM=t€aW-,eXIftha_roWdiI Name (and posihiblill Remarks- F . #k District Staff: Please email copy to Bradley.SheltonO-VDOT.Virainia.aov OAM-E REQUEST APPROVAL CONDITIONS W z J N W g W z J � H Q LLJ Z I- =) O W II...NLL JLLJ O L LLJ DO N J L L Q i 0 v) z 0 Q J D J a U V) Q LLJ U L.L Q V z z 0 N TH OF� o1/0002> r� l DANIEL C. HYER a Lic. No. 45596, 70NAL APPROVED DCH SUBMISSION N' 5 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C0m2 DEMOLITION NOTES: ILu 1. CONTRACTOR SHALL CALL MISS UTILITY AND A PRIVATE / / //�/ //// ^\\ \\ \\\ �\�\ UTILITY MARKER BEFORE STARTING WORK / / �// 2. CONTRACTOR SHALL COMPLETELY REMOVE UTILITIES CALLED ��/ //� �� / \ \ \ \\ \\ I I 1 \ \ 1 1 1 �� � I / ZIN TO BE REMOVED OR DEMOLISHED. OL I Y I g w 3. ALL UTILITIES CALLED TO BE ABANDONED SHALL BE CAPPED // /�/// II ab ANDABANDONED IN ACCORDANCE WITH ALL APPLICABLE �Zxz CODES AND REGULATIONS. 4. DAMAGED SITE ELEMENTS NOT CALLED OUT FOR "53�/ // /// /// \ I I I I I IX o III \ DEMOLITION OR ABANDONMENT SHALL BE REPLACED OR 8I / / /// /�\ / // I I I I l, I I I I = \ TMP.32 39A \ \ - /// // TMP. 32 -39B 1, z I I \ /F JOSEPH M JR O JUN K TE RY COMPLETELY REPAIRED AT THE CONTRACTOR'S SOLE / // / PPRO AT G M X-2A (EX GRATE) , `. `, `. ` `. ` `. \ ` A EXPENSE. / / / / � COMMONWEAL TH OF VIRGINIA 3�s IgNd OT a 6�P \ D. B. 4574 .676 TOP' 533. se \/\ �// / DEPARTMENT OF TRANSPORTATION I I I 1� B.629 P. l04 (PLAT) INV. our. �s3 I II II I I I I I) I D.B.4574 P.676 Z IVED: Cl COMMERCIAL �h ` y h Asphalt � . . . . . . ` WPB.XIV P.200-207 I PR ENT USE- COMMERCIAL , / x-2 (Ex. srMMN I/ /� c \ ` �WQB. XIV F. l5/-l5cq I I I I I I I Iji� ^� EX SA/J/MH � � �` �\ ` � ` \ \ 5` \ � \ \ � 6 Y� � `� � �\ � TOP.' 534. 53 m I I 'C I I I I I \ I \ h TOP.' S 4.47 /NV. IN 529 33 (W) I I ZONED.'Cl COMMERCIAL 'I I. PROP. TEMPORARY NV. IN 526. 02 (�LATJ `, `, INV. /N.' 528. 03 (SW) ice I I I I I I I I I I I PRESENT USE'�€TENTION POND I 1 / I I I I I I I I� I x ., 5 /N'/ 25.72 M �` �` ` �` ` ` ^ \ ` ` ` ` ` ` ` ` ` to I I I I I CONSTRUCTION EASEMENT AREA N \ �\ `. /Nv. /N 53L78 (S) Zt���te I I I -/1 / I I I I MV. OU/ 525. 67 �` ��\ ��\ �\ > �` \ �\\ �\ \ �\ �\ �\ \ �\ �\ �\ �\ INV. OUT.' 527.83 (N I \I X-5(EX, VDOT ES-1) Ex VDOT R/SER 1 \ \ \ \ INV. OUT: 538.82 TOP.' 541.64 / � / � / / / ' VO Obu i ' N (/ :•. � � � � � �. // X E # i ` t INV. OUT: 529.79 I I w /� / / // / / v c. N S f f ? \ ` \ ` \ ` DEMOLISH ENTRANCE AS REQUIRED TO ENTRANCE INSET,\\ / / / / / �/ // \ x. sA ,z ` ` ` ` ` ` ` ` ` ` WV \ / X/ / IINSTALL PROPOSED ENTRANCE. SEE SHEET wv / / j/ /// �i oEc. s / E j5D \\` C3 0 FOR TEMPORARY TRAFFIC CONTROLS 1" = 20': 0 20 40 I l� / i / / / b" ` / X-3 (TO GRATE) / . IN., 529.55 40 5 B I INV. lN.' S2940✓ `\/ W /NI! OUT: 529. 00 //// 9/(PLAS� / EX SAN MH EX. DRIPL INE / 'Y/ / / \ INV. IN: 527. 80(STRIPING 537 COMPLETELY ERADICATE LA TJ r + �`� ��� TE PORAR CONSTRUCTIONN EASEMENT IIN ;\ INV, /N' 527.65 ' \ I / R / i 48° 5' " AND RESTRIPE PER PROPOSED PLAN INV. OUT: S27.65 REMOVE EXISTING CULVERT \\ \ \ GRAVEL i0 / / / / ff -��. MP _ 30" DEC. (2) pW y �_-'/- \lB"DEC.\ ``�`�\ �3� P V. 53 o ` 9.u5 /NGySGggpS\N NV. O j536. i ��� \1 \ l 1 / / / E22 ERGS P 7 / B"cEDAR I _ �` I 1 1 ADJUST HIGHWAY SIGN \ Q °3 Og" EM ORP\� 9 s9 _ I� r 7 5 S\ G O 53 s B"DEc. xn ` \ EX. 20' SAN SEWE ESMT S 0 f \ W VO TO FINISHED GRADE ff ' FX FpF SOIL LABEL (TYP) \ REMOVE X-6 D. B.3597 /62-168 f h / W3 f �/ \ \ / UNDERGROUND IINV. (., 6./0 TEND) l TOP.' 551.81 f f h ` ` ` ` ` INV. /N.' S36. l0 C� x Iy W. IN., 5443/ CE l �f / L� / / ` `� �` ` `� �` `� \ �, UTILITY , `� ` i �• INV. OUT., 541 l/ K FEN X f f \,� 5 \` \` �/h � �s / ,�f / / `L � � \ � ����`�`�� REMOVE EX. PAVEMENT � `.�`�`� � I � h h op fff ALL EX. SEWER LATERALS SHALL BE ABANDONED AT THE SEWER \ Q PROTECT EXISTING LANDSCAPE / X / ° MAIN PER RWSA STANDARDS / E \� x; o 6"DEC. EX. SAN MH SE \ _ 1 O TOP.' 560. 15 INV. IN 542.45 \ \I / v / / / / ALL TREES AND VEGETATION INV. OUT, 542.25 1 \ \ I f/ \\. WITHIN LIMITS OF DISTURBANCE r TO BE REMOVED (TYP) \ I a"DEC. r \ / GRAVEL -� \ \ a ��� `�\ � DEMOLISH EX. ASPHALT AS REQUIRED TO B"OB . LOCUST �� \ / -G ` `� �`� `� `� ` r,1. I STANDS OF dra - � � � � � � � � � � � INSTALL PROPOSED CG-6. SEE SHEET C3.0 , �fkI1 1 FOR TEMPORARY TRAFFIC CONTROLS r \\ \\ \\ F 1 vo I 1 I I 1 II \� \ \ \ 6REMOVE1 1 cr � � \ � \ � `� � W�,;u I PROTECT "WRONG WAY" SIGN �� �1 I I � � \ \ I ) -o. o � ✓ I � \ \ > � ` � .` \ `�; .\ \ `�; .\ `� `MAILBOXES `� `. 1 I i t o ` 1 PROTECT POWER POLE TMP. 32 -40 / I o AIRPORT AUTO /NVESTMENTS, LLC W 1 II I� \ \ _ _ R€a/OGABL TRUS �_ -� AND DRY UTILITIES D.B.5189P.548 I Q 1Iry I I I - I \ ` D.B.4464 .29 5 - / III I \ \ 4 I I M r� \ I \ 36'WALNUT / YIS.6 P. , l04 (FLA r/ o \� \ \ \ \\ \�\`�` \�\`� `�\``` ` I 1 D.9.550J P.180-/8701AT) 1 I k �p REM VE OVERHEAD WIRES �I I \ \ \ _ 30"DEC. D.8-16739 D. B. 3/92 P.264 I W \ ` r / 1.667 D. S.2717 P. J17 X-7 (EX GRATEJ A s �vEr) TOP.' 556.35 I \ I e ZONED: Cl OMME'I�&4L \ -�� / I I ( `\ \; \ `\ `` \ ` ✓ • n..\ 1 D. 9.X1V .1 1-1 \l \ \ PRESENT HWPB.XIV P. /5/-158 INV. IN., 547.65 (W) HWPB.X/V P.200-207 INV IN' 544.30 (sJ INV. OUT. 544./5 (N D.B.715 F..634(PLAT) \ ZONED: HIGHWAY COMMERCIAL (HC) - PRESENT USE, COMMERC/AL I - _ 9 X-7A (EX. GRATE) TOP.' 559.4,5 38. ' me e INV. OUT., 550. 03 GRAVEL \\ f+ � i \ / 2 or ro � ��c \ � ✓ � `� `� � `� `�� � `� � � `� � I 1 EX. VDOTDRA/N ES/`T �1 \ �30"WALNUT o VI/I; PRO✓ #064 9002-158\ \ PP `;''•� '' •: �• ' ' "" � A - _ �' REMOVE ALL ONSITE GRAVEL (TYP) �..: t.'+.^'ru':7.' <n,^•:.:`5j"L:�.�i�'W � - o rSlcky ed o � 1 I \ \ � O� \ � �\��`�`�`� S\�`��`�\ �O, I i�, r �;"F' '•' i ,�,• ` r r,v!1.�, "ro[�i 4. \I �� \ - � � � C de 18 w 5 e / X � \ / \ V � \\ �\ `� `��\ �'�\ �\ `` `� ` �i&TI I IV 1 ; %,�� :�',:;,,*'.(i�..,-' ;'(-.y'.;:,:.`,':",'%'• \ � I s - - - I \ \ �`.��� �.�`. ADJUST HIGHWAY SIGN :.'.',;'::.:..'{-;.i:;fC.:.;...::.:......:':;:,.. � ..: ,•;•; ;. ...... � = TO SHE GRADE SEE PLAT FOR EASEMENT AND _.,•; __ - x 1 �� � � ��. � � t�-48. 1 FINISHED _ I Gov PROPERTY LINE ABANDONM ABANDONMENTS 2 REMOVE ALL ONSITE GRAVEL (TYP) 1 I I(05,4D) - \ �elf� ` ` • ELEG PANE, 1 (oE of -- _ \ 3 \ 1- E �P,RiNTiGENTEL 6 0141- T d DEMOLISH 1 1 - PRo% #a649-oo2-/5B ELECTRIC PANEL 1 PROPANE TANK ' . I I r l0" DELI � � B/7AI�F/ o ' CM USTERS Metal Bldg, / \ , con 2.5'Dio _ _ 1I l2" DEC. F EX. /NV OUT.'S4/.96 #1791 o WALNUTJ. ` i 1_, I I 36'4LNIF - 6"DEG �RAYK er o f - PROTECT EXISTING LANDSCAPE I II r 1 1 - -_ --- \ - B^ wALNnr = -�- B� Ec. i °47'57 W 96.87� - �� .��� N=48.7 3 I III , E . SRRRlNT7CENTEL SMT O - )-- - - N 69 / ' 01el bN=45.2 R07#0649�02758 _�' M oof to / PROTECT EXISTING WALL nP7NAr)I ITIONI I DISCONNECT ELECTRICAL SERVICE - r ovN°��pyNO ed. PP n rl ALL TREES AND VEGETATION GRAY AND REMOVE OVERHEAD POLES (TYP) r -avNv / WITHIN LIMITS OF DISTURBANCE As halt r -=t=�-------�'---- - p TO BE REMOVED (TYP) -r = DEMOLISH ENTRANCE AND SIDEWALK av�W 14.46 - DEMOLISH EXISTING ' r-- -- - AS REQUIRED TO INSTALL PROPOSED av�� ff bvG _ i ENTRANCE AND SIDEWALKS UNDERGROUND f _ �- / / lRF ` o / lRF N 55 3957" W 126. 9' RF / 1 ------- REMOVE o BENCHMARK 55°02'36"W/7.l1' x_B Sys MAILBOXES \ N. 3935947.50 0 \ \ E: 11501413. 09 > a TOP.- 556.88 s ` X-9 STA TE 0�9 iA I RT RD% \ RELOCATE SIGN OUT OF LOD s \ - ELEV 547.89 - /NV lN.' S49.58 iV � TOP.' 554.73 cS INV. /N 54 9.21 INV. OUT, 550.99 WlVIH: YO' s INV. OUT., 548.. 33 �� Wt A� A _ _ A8,600 ADT w `� �EXISTING CONDITIONS AND DEMOLITION PLAN �O1 1" = 20': 0 20 40 signal �4B.7 t(affic/ pole /' DEMOLISH EXISTING STRUCTURE - ��47.4 vault � - DEMOLISH EXISTING PAVEMENT o lRF � sl NAL PeLEMdST DEMOLISH EXISTING GRAVEL COX ] TMP. 32 -39A REMOVE EXISTING TREE N/ WILLItM SCOTT MARSHALL, TRUST OF THE FAMIL Y 27C X-2C RUS OF E WILLIAMA. MARSHALL JR. REVOCABLE TRUS, 278 SOIL LINES AND LABELS TOP., 546.60 INV. OUT. 542.55 D.S.4464 P.203, D.B.1639 5 6(PLAT) s�\ I SOIL LEGEND MAP UNIT SYMBOL MAP UNIT NAME HYDROLOGIC SOIL GROUP 21B CULPEPER FINE SANDY LOAM, 2-7%SLOPES B 27B ELIOAK LOAM, 2-7%SLOPES B 88 UDORTHENTS, LOAMY, 2-25%SLOPES D W z J a LL 0 J G LLl N 0 wfl� =z(3 Q J Q Q Lu Z u ov Lu J �zQ f0 ) �/� v 0 LL W m Q z Q 0 0 U z v) Ld OF 0 02000021 r� DANIEL C. HYER a Lic. No. 45596, ®1Y70NAL 'a!�] APPROVED DCH SUBMISSION N' 5 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E CLIO w W 12' 4� h 1..1..E L•i z I I IN z H I0 cz�Lu EX. STRIPING i it I I Z TMP.32 TMP. 32 -39B z N/F JO I AFFROX. 5' WATERLINE E51l (AG EEMENT) COMMONWEAL TH OF VIRGINIA 0.9.4574 .676 PROP. 4" WIDE SINGLE WHITE STRIPE D.B.698 P.335 AND D.B 644 P2/3 „' z ' DEPORTMENT OF TRANSPORTATION } D.B.629 F..104 (FLAT) PROP. 24" WIDE WHITE STOP BAR a ; 4" WIDE SOLID DOUBLE YELLOW D. B. 4574 P. 676 ZONED, Cl COMMERCIAL HWPB-X/V P.200-207 /' Asphalt 24 WIDE WHITE STOP BAR �I 12 HWPB.XIV P.15/-158 � PRESENT USE. COMMERCIAL / * / �7 �� ZONED: Cl COMMERCIAL a o le�cz PRESENT USE.' DETENTION POND - \ x / / "'/,' SEE TTC DETAIL 1/C3.2 FOR WORK ON > EX ORIPLINE SHOULDER WITH MINOR ENCROACHMENT + ESN VOO t MILL AND OVERLAY AREA ENTRANCE INSET �/ \ o� = / SEE DETAIL6/C4.2 Lu ERADICATE EX. PARKING STRIPING AND t�< ••,/ \ / / /� REPLACE WITH NEW 4" WIDE WHITE STRIPING „ DEX A .B. /6 0 9I(Pe -r) '' P. / EX. DRIPL 1NE PASSENGER CAR I \ \ GRAVEL / EaI / /� / FOR REFE/RENCE IRPORT PLAZA LL II 11 ! Z 1 6"DEC. /i �, >. 1 , > I°.-e r�®�I ONED. CO RCIAL o 1 o ENT ° DEC. UNDER 6" I .. , ° � °.�� ./.. f�IG 1 /� 00 be 1 / TMP.32-39 a 11.5 11.5' 11.5 10' N/FWILLIAMSCOTTMARSHALL, �' , � �,� ^> -r'�� ''� i�� ,•; _ 1 e ? TRUSTEE of THE FAMIL Y TRUST of 0 THE WILLIAM A. MARSHALL JR. WHITE FLOW ARROW (TYP)' j, ' H TMP. 32 -4 D 1 e > REVOCABLE TRUST ° n °' ` - -e ,y..r: w - „ / Q D. B.4464 P.203 J '- - '' / AIRPORT AUTO INVESTMENTS, LLC 1 Mho j O O D.9.5/89 P.548 1 / >' I p �' A D.B.350J P.I80-/8701AT) 11 de D.B.629 P-l0/, 104(FLAT) 1 ,r 0 D.B. /639 566(FLAT) " J U LLL L D.B.3192F..264 r-�-?� - :" T E° { L 667 AC (SURREY) I I W D. S.2717 F. J17 II .e r ZONED: Cl COMMERCIAL a f ° I t "' i J D. B.22B4 P. 385 I I I HWPB. XI V P. /5/-158 I , _ PRESENT USE: COMMERCIAL Q ln\ ° _ : I .>. .. °, , I ��� Mom s ld z Q HWPB.X/V P.200-207 I -- - - - - - - L.L D.B.7/5P.634(PLAT) �J--=e I I 2/ l 0 I W ae ZONED: HIGHWAY COMMERCIAL (HC) i — — — ) '> I' , . _ _ I J > e i.DO PRESENT USE. COMMERCIAL ILL\ "> Icon II QU/ EX. DOT DRAIN ESMT PRO✓ #0649-002-158 I SWEPT PATH OF VEHICLE WHEEL PATH OF VEHICLE TMP. 32 -39A 'M SCOTT MARSHALL, TRUSTEF OF THE FAMIL Y '1E WILL/AM A. MARSHALL /R. REVOCABLE TRUST D.3.4464 P.203, D.B.1639 5 (PLAT) RVEY) ZONED: Cl COMMERCI PRESENT USE- COMMER IAL TRAFFIC AND TRUCK ROUTING PLAN 1' = 20': 0 20 40 TH OF� oz/000z> r� l r DANIEL C. HYER a Lic. No. 45596, / ON AL APPROVED DCH I SUBMISSION N' 5 1 PROJECT 1903600 1 T H E W 0 R K O F L I N E + G R A D E C3mO o ■ \ \ SR 29 STA 10+00=AIRPORT RD STA 20+00 S� 21+00 19+00 - + _ 530' SIGHT DISTANCE LEFT \ DECISION POINT B i/ � STA:18+g0.07-- �, C/S: 6.00 R • � iU 560 555 550 545 AIRPORT ROAD INTERSECTION SIGHT DISTANCE 1" = 20': 0 20 40 � I � \ STA TE RL)UTE 64 9 (A/RPORT A sso\ AIRPORT ROAD CENTERLINE \ gPPJ?OY ROW WIDTH.• 90' �2++ 00O ADT s� CENTERLINE OF APPROACH LANE — — \ N EX. ROW SS_ \ 24+0 r ���i�i��i� � � �� � � 1 � J /lam �.G��a��_- e_ ��� • • � �� DECISION POINT ELEV: 559.36 3.50' HEIGHT 01 EYE i 530' SIGHT DISTANCE PROP. GRADE DECISION POINT B ELEV: 548.71 CX. GRADE i i 3.50' _ HEIGHT OF OBJECT -5+00 -4+50 -4+00 AIRPORT ROAD 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+50 560 555 550 545 0+00 0+15 r / -EX. ROW —�— �� —I — tTA E ROUTE 29 I STATE ROUTE 29 ROAD CENTERLINE APPRVX. ROW WIDTH" I6L I � 39,000 AD -- — — — 15+00 n 14+0000 16+00 — _� J.33HS SIHJ. Z M31A —I 17+00 -------- t- - --� ��— — — — 3S J-3SNINVId 7� 18+00 _ �- - — - iy� 1D CENTERLINE OF APPROACH LANE \ --- -- [0� \ — 530' SIGHT DISTANCE LEFT Sag \— DECISION POINT D STA: 18+59.69 C/S: 5.75 L —' / / / _ EX. LANDSCAPING — _ _ — — — T EX. ROW13 t \ / -- � vr-'i / — — — \ all py^p DECISION POINTC�— 10 0yr10- \ o STA: 13+29.69 1 0/S: 37.33 L STATE ROUTE 29 INTERSECTION SIGHT DISTANCE ,21" = 20': 0 20 40 • 535 530 525 DECISION POINT C ELEV: 540.81 P71 3.5 PROP. GRADE HEIGF EY -------------- i f SIGHT DISTANCE 530, EX. GRADE DECISION POINT D 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 0' T OF 535 530 525 0+00 0+10 W z J N LL ] Q W z =zFj 0' J > Q Lu z 070 H =) �z< 0 LLI — m Q _ Q 0 z LC ti7 m Z z w ►m �pYTH OF GJ 02�05�2021 r� r DANIEL C. HYER a Lic. No. 45596, ._'o,/ONAL 'a2 APPROVED DCH NOTES: SUBMISSION N' 5 1. LANDSCAPING PLANTS AND TREES PROJECI 1903600 ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE T H E W 0 R K O F MAINTAINED IN AREA BETWEEN 2 AND L I N E + G R A D 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) NOTES Standard 1. r required sign assemblies for multi -lane roadways see Note I, TTC-4.1 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 350'400' 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 traf f�rc volumes, vehicle mix, speed and capacity should be analyzed to determine whether the wetted lane should be closed. Unless the lane encroachment analysis permits a remaining lane width of 10 feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is 11 feet. lion: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadwav may be omitted where drivers Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, 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, IN oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or oscillating lights. 7. Taper length (L) and channelizing device spacing shall be at the following: O Taper Length (L) Speed Limit Lane Width (Feet) (mph) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 60 540 600 860 fl78O 65 585 650 715 630 700 770 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper ='I/ L Minimum channelizing Device Spacing Location Transition Spacing Speed Limit (mph) 0.35 20' 1 36+ 40' Travelway Spacing 40' 80' Construction Access* 80' 120' * Spacing may be increased to this distance, but shall not exceed one access per % 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 - 4/1/2015 TTC 5.1 April 2015 Page 6H-17 Shoulder Operation with Minor Encroachment (Figure TTC-5.1) L Otl3Htl NaoA+ atloa :7 0 � woRK G20-2 (V) Z 310 N 3BS 500' + „ r + ,009 Allom avoa ON3 \Q\ )_pl\ WZ'7 80'- 120' SHADOW VEHICLE REQUIRED 10, MIN TMA OPTIONAL SEE NOTE 9 0 0 — 0 0 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 8 TYPE B OR C SEE NOTE 7 CHANNELIZING ®-E DEVICES SPACING SEE NOTE 7 SEE NOTE 2 RIGHT SHOULDER CLOSED AHEAD W21-5bR SEE NOTE 2 OAHEAD 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 traffsc barrier and, if necessary, a crash cushion should be used to separate the temporary sidewalks from vehicular traff c. 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. lLon: 5. Only the TTC devices related to pedestrians are shown. Other devices, such as lane closure signing or ROAD NARROWS (W5-1) signs, may be used to control vehicular traffic. 6. For nighttime closures. Type A Flashing warning lights may be used on barricades that support sign close sidewalks. 7. Signs, such as KEEP RIGHT (R4-V7R) and KEEP LEFT (M-VM), may be placed along a temporary Standard: 8. All sidewalk closures shall be closed with Type 3 Barricades. The SIDEWALK CLOSED (R9-9) sign and the SIDEWALK CROSS HERE (1119-11) sign shall be installed above the Type 3 barricade. The KEEP RIGHT sign can cover the top rail of the Type 3 Barricade.' O 2: Revision 2 - 9/1/2019 TTC 35.0 September 2019 Page 6H-79 Sidewalk Closure and Bypass Sidewalk Operation (Figure TTC-35.1� 3tl3� 2iel L-6?I nS01] AlYA7015 N IYM301$ R9-9 SIDEWACn CASED SIDEWALK CLOSED 4- R9-11a1 CROSS HERE i ROAD WDRR 1 AHEAD t SIDEWALK DETOUR 2: Revision 2 - 9/1/2019 8 TYPE 3 BARRICADE L V 9 S310N 33S ROAD i WORN 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 CLOSED (36" x 36") END G20-2A ROAD WORK (48" x 24") SIDEWALK R9-9 CLOSE (30" x 18") SIGN LEGEND S U W Z J N Uj g Uj z J > awz L� OJ L o LI z_ Q Ow Ib N J I i3 Z LC Uj to Z Z w v / Q LU n J O z O U U II LL Q O 75 Uj TH OF� ov/000vI r�l DANIEL C. HYER a LIC. No. 45596, LONAL APPROVED DCH SUBMISSION N' 5 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C3..2 Page 6H-18 September 2019 Typical Traffic Control Shoulder Closure with Ranier Operation (Figure TTC-6.2) NOTES Guidance: 1. Sign spacing should be 131OV--1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the pasted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. Standard: 2. On divided highways having a median wider than 8', tight and left sign assemblies shall be required. 3. Group 2 Channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing(mph) Speed Limit Location 11 Spacing 0 -35 36 + Speed Limit m h Location Spacing Speed Limit mph 0.% 36 + 0 -35 36 + Transition 20' 40' Travelwa 40' W 'Constmc0on Atxess 80' 120' `Construction access spacin may be increased to this distance, butshall not exceed one access per'/. mile. 4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and '% 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 -fine slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where 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 II shall be used. Contact L&D Standards/Special Design Section for approved attenuators. 7. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reftectorized surface shag be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delineators shall be installed along the traffic side of the concrete barriers. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers2 in-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 prJo'ect. 9. The RIGHT SHOULDER CLOSED (111121-5all sin may be eliminated from all roadways except Limited Access highwawa Guidance: 10. 1f drivers cannot see a puff -off area beyond the closed shoulder, information regarding the length of the shoulder closure shall be provided infect or miles, as appropriate. 11. An emergency pull -off area should h rprovided per Beckon 6G.18 and TemporaryTrajjic Control Figure TTC-8. O 1: Revision 1-411/2015 2: Revision 2 - 9/12019 TTC 6.2 Page 6H-40 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.2b NOTES September 2019 Standard: 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 2. Sign spacing should be 130W-1500"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 350'-500' where the posted speed limit is 45 mph or less. 3. '.When closing a lane, a PCMS should be used in advance of the first warning sign if all of the left side signs cannot be installed.' 4. Care should be exercised when establishing the limier 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 6H-3. For Limited Access highways a minimum of 1000' is desired. 5. All vehicles, equipment, workers, and their activities should he restricted to one side of the pavement. Standard: 6. Taper length (L) and channelizing device spacing shall be at the following: Tape Len L Speed Limit m h Lane Width Fee Remarks Speed Limit mph Lane Width Feet Remarks 8 10 11 12 9 10 11 12 25 95 105 115 125 L=SHIN/60 50 450 500 1 550 600 f L=SW 30 135 150 165 180 L=SSW/60 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=S2W/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-2.' Shoulder Taper = %, L Minimum 7. Channelizing device spacing shall be at the following: Channelfdng Device Spacing Location Spacing Speed Limit (mph) Spacing Location Speed Limit mph Location Spacing Speed Limit (mph) 0-35 36+ 0.315 36+ 11 0-35 1 36+ Tmnsition 20' 40' Tmvelwa 40' W ' Construction Access g0' 120' 'Construction access spacing maybe 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 611-3 on Page 611-5 for the posted speed limit. 10. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, ore 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. O tp ion;2 13. PTRS and their supporting signs may be used, see Sections 6F.99 and 6G.25. Long -tern transverse rumble strips may be used in long-term situations, see Section 6F.99 and TTC-20' 14. The supplemental PTRS may be eliminated? 1: Revision 1-411/2015 2: Revision 2-9/1/2019 0 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 11:1 <30 10:1 RIGHT SHOULDER CLOSED .,0 2: Revision 2 - 9/12019 September 2019 Page 6H-19 Shoulder Closure with Barrier Operation (Figure TTC-6.2) G20-2 (V) 500'± . TRAFFIC BARRIER BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR /"- SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 BARRIER TRANSITION V SLOPE RATIO 300' SEE NOTE 5 O FOR GROUP 2 O C)DEVICE SPACING SEE NOTE 3 a C TYPE B w WARNING LIGHT Z GUARDRAIL W W m SEE NOTE 6 R W21-5aR -SEE NOTE 1 / D W16-VP1 OPTIONAL SEE NOTE 10 rNOTE If W21-5bR W20-1 Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.2� SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 10) SUPPLEMENTAL PTRS OPTIONAL SEE NOTE 14 SEE NOTE SEE NOTE SEE NOTE R4-V7L KEEP LEFT SEE NOTE SEE NOTE W20-V28L SEE REQUIRED NOTE WITH PTRS SEE NOTE ROAD WORK - HEAD 2: Revision 2 - 9/1/2019 Page 6H-41 PTRS SPACING (CENTER TO CENTER) 'USTED/STA I U I UMT SPEED LIMIT <40 MPH 10 FEET 41-55 MPH 15 FEET > 55 MPH 20 FEET ___MINATED FLASHING (AMBER CAUTION MODE TYPE B OR C ammmoro O O O O ILLUMINATED FLASHING O I --I ARROW BOARD • O TYPE C ®� SEE NOTES 4 & 8 I W4-2R LANE Enos VV9-2L MERGE LEFT RIGHT W9-3R LANE CLOSED HEAD Ir- PTRS OPTIONAL �- SEE NOTE 13 RUMBLE �! srxlrS W20-V28R REQUIRED WITH PTRS RUMBLE W20-V26 al 6 STRIPS REQUIRED MUD WITH PTRS 1 ROAD WORK W20-1 AHEAD PCMS -SEE NOTE 3 nnnn� 0 Page 6H-114 Typical Traffic Control Signing for project Limits (Figure TTC-53.0) LYt2TES September 2019 Support: 1. This layout depicts signing requirements for notifying motorist when they are entering and exiting a potential construction/maintenance area with a duration equal to or greater than 60 days. Standard: 2. The ROAD WORK AHEAD (W20-1) sign or the ROAD WORK NEXT XX MILES (G20-1 IV)) sign shall be placed far enough in advance of the project limits so that other warning signs in a series may be adequately placed prior to the condition they are warning about. 3. The ROAD WORK NEXT XX MILES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail installations, shoulder restoration, etc.) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile from the point of installation to the END ROAD WORK (G20-2 (V)) sign. 5. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 6. For projects with activity areas 1 miles or less in length, the ROAD WORK AHEAD sign should be the first sign motorist encounter. 7. 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 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 constructionfmaintenance area. 91 TTC 53.0 September 2019 PROJECT LIMITS Signing for Project Limits (Figure TTC-53.0) Page 6H-115 - _ G20-2 (V) 500 + m W O Z °1 W� W to NOTES 2 & 7 W20-1 -OR (SEE NOTE 2) _G20-1 (V) SEE NOTES 3&4 U W Z mmi w Q w z J > Quiz OUO o _J Lu z_ Q O ILL LLI m N J L L Q I W Z 1W m ql Z Z TH OF--,!' 0-000021 ram] DANIEL C. HYER a LIC. No. 45596, 10NAL APPROVED DCH SUBMISSION N' 5 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C33 I I 1 I/ TP I� I / I 12I %1 TP 160 �L_ LEGEND: wh I O/O STANDARD/ACCESSIBLE uj 1 ZIF I PARKING COUNTS Z 71 STANDARD CG-6 g W ac o I 1 aI> I ® CG-6 SPILL CURB m tu / NEW TEMPORARY i ♦ I I ® CG-6 TRANSITION CURB STEEP SLOPE / N� CONSTRUCTION ESMT ��, Z AREA (TYP) ^ L R50' - I ® ADA PATH AND LANDING _ TMP.32 58A - -T TMP.32-39B z /F JOSEPH M JR 0 JUN K TE RY ti I ® BMP SOIL MEDIA APPROX. 5' WATERL/NEESMT (AG EEMENT) _ ��' NEW ACCESS I COMMONWEAL TH OF VIRGINIA D .B.698 F..335 AND 0.9 644 F. 213 D. B. 4574 .676 Z DEPARTMENT OF TRANSPORTATION 0.B.629 P.104 (PLAT) / N ESMT R5' I I O CONCRETE F. D.9.4574 676 y ZONED: Cl COMMERCIAL As haltl SM '1 1 HWPB.XIV P.200-207 \ PRESENT USE- COMMERCIAL P N / ° 1 HWFR,XIV P. I5/-158 g Ex. sAnyMH ov I ZONED: Cl COMMERCIAL TOP: 534.47 1 R6.5 PRESENT USE.- DETENTION POND x NV. IN 526.02/(LAT) R3' _ _ INV./N-/525.72 > I e• INV. OUT.• 525.67 0,1 I O 11 �a � Z EX DRIPLINE E5M8 / I DRpI p02,15 / 1 � R1y I �+ x EIp�.� / I CG-6 SPILL CURB 50' I Y TRANSITIONS TO CG-7 ENTANCE INSET wv�wg +/ 8 '' ,� R60'--- 2 o - 1" = 20': 0 20 40 �\/ 24'DEc. ' � 8 DI,u E � � R30' . wu s 15Lu s L' / � � 5 1 ••` I p x 4� - I- , / I EX SAN MH / l I EX. DRIPLINE TOP 537 X TP O I z - INV. IN: V. O T. 52Z75 48 5,5 ® CG-6 \ / x /Nu ouT. s2zbs R,� .,� BIORETENTION ' � 1 / NEW 20' STORM X -__ __ ..f= s - I / GRAVEL SEWER ESMT (TYP) fff� .c.�/ FILTER BJ 30 o \ \ 5 LANDSAPEDAREA - - - o STORM OUTFACE o (TYP) -0. i ,O I \ " 227'1 DRIVE-THRU CLEARANCE BAR 1 t - o °35'p8�� �fi ( ( TRASH PROP. SCREENING WALL EX. 20'SAN SEWERESMT S �� f�f DRIVE-THRU MENU BOARD ` 'AA \ D.e.3597P162-I68 ff ENCLOSURE ,� PROP. CONC. RETAINING WALL WITH fff� / AND ORDER POINT 5 HANDDRAIL PER DETAIL 5/C4.2 R35' x oo i STORM INLET TYP - ���-; N \ I K FENCE x ,( ) / jj R60' o 1 I gIN�IN� / R3 STEEP SLOPE I I X C/ R25' CG-6 (TYP) ° N ° Po R3' PROP. LIGHT EX RIGh7 WAY NEW CONSERVATION ESMT ,/ / ' v AREA (TYP) n /� �' POLE (TYP) R25 �.. A O X w - /, '�/ CG-6 SPILL CURB (TYP) > TMP.3 -38 I I 1 m CG-6 TRANSITION ' EX SANMH �� �1 CURB (TYP) I I O lRF .Q . . -w . �� v R30' IRPORT TOP, 560.15 > .' o oo R3 - - - J.R, P ° INV. IN- 542.45 > 1 RO AN 17 - >° _... y , I 4.6 P.l CAT% PROP. I I INV. OUT, S42.25 e DEC. R51.5' >. yti, 12' ° i , 16 �' rp_ R MONUMENT I \ ONED. CO ,S RCIAL 1 i I I R28" ENT SIGN STANDS OF " SHEETZ STORE I I I Ilci 1 N DEC. UNDER 6" 6,077 SF 15 I I I \ / PARKING BOLLARD - - - y.-°- - - 46 �'t"e5i ( ICI 1 1 / R39.5' >. 1 mun I I w Q HIGHWAYCOMMERCIAL/CI COMMERCIAL 9' X 18' FUELING 1 ` .> ° > 11 PROP. FLAGPOLE I I 1 z > I°i t° 1 WITH LIGHT I w ZONING DISTR/CT DIVISION L/NE 1 CURB CUT �2 14 : SPACE (TYP) 45 I 1 CONCURRENT WITH PROPERTY BOUNDARY I Re" TMP. 32 -39 N/F WILLIAM SCOTT MARSHALL,-.�,� 1 1 TP / e ? TRUSTEE of THE FAMIL Y TRUST of b I 21 44 - - I 1 v) 1 > ° THE WILL IAMA. MARSHALL JR. 13 1 >` I AIR MACHINES (2) I Q TMP.32-40 14 O REVOCABLE TRUST 65' -e , r - - > AIRPORT AUTO 1NVESTMENTS, LLC 1 BIORETENTION 24' ° r 1 FILTER A Q j1 D.B.4464 P.203 l + �'-•� 43 f /{ I I o Q W? J D. B. 5/89 P. 548 1 N / C 10' 0 I 0.8. 629 P. l0% l04 (PLA r) 12 1 p I / 1 1 m D.9.5503P.180-187(PLAT) I I �' / C DO D.B./639566(PLAT) I-> _ I O 1 ° 1 1 0 in O D. 3.3/92 P.264 \°> - - 42 1 C CAR WASH MENU p GREASE TRAP /667AC (SURVEY) 7.75 15'> .> I FUEL CANOPY' I N 1 1 J Lu w D. S.2717 P. J17 I� 11 ra 1 1 I / n. I D.B.2284 P.385 I > I AND TELLER ZONED: Cl COMMERCIAL a .., . I' 4,538 SF M . ° I w I/ it J HWPB.XIV P. /5/-158 Op PRESENT USE. COMMERCIAL 1. ,. w 41 I z Q (%) > I Witn s _ CG-6 SPILL CURB (TYP) I 1 t� HWPB.XIV P.200 207 I I - _ _ CAR WASH 10 10' - - - IA O ��t O � LLI D.B.715 F..634(FLAT) I J I_ RECLAMATION TANKS I P 1 (0 40 2/ DO ZONED: HIGHWAY COMMERCIAL (HC) r - - - - - I _ 14' L'> PRESENT USE. COMMERCIAL CG-6 201 9 I'°> w T U = I PROP. AT -GRADE PAVER SIDEWALK O�Q Q ---I �� a SEE ARCH. FOR DETAILS I �T`'---.I 39 mQ/ 0yz~ j I Q 14J 1 37.75 _ -'_ s -. P_ - 36 18' j 'O j Chi m 1 a_ CAR WASH _ O 4.I. ¢[ I I 1 GRAVEL EX. VDOT DRAIN ESMT \ \ 1,OZ4 SF I. I > ° ° 8 ,.� s° 43 .. -... :";.T...-�. r .-., - ;•y- .•-, : i� _ PRO✓ #064r9 002-158 --- - .° - - ° � w �� -� >" �� I y. 1 °- :•�:.',.:',R64' T8T aee Q ��4 L---- nog 1 1 O - AN n 34 b 1 I CURB CUTS R4' R3.67' r► 10'rn CAR WASH - ♦� cn - - eoL TP j 1 N I CLEARANCE BAR CG-6 SPILL CURB (TYP) p o ' 32 ' e M 1 1 / cn I 1 N w c 1 M / PROP. FH NEW 20' PUBLIC W m o SITE PLAN NOTES: ���LTH OF Df 1 Stary N UTILITY ESMT ...� cn r f 1 ej17g1Og $ I ; R55' R35' u* 1 f 1. A KNOX BOX(TM) IS REQUIRED. CONTRACTOR TO �� 9' t • II 02�05�202> 1 �.----� R3' ' > TIE IN TO EX. CG-7 COORDINATE LOCATION WITH FIRE MARSHAL'S OFFICE. O r 1 Y R3 k \/ �0 =48,7 2. RADIAL CURB DIMENSIONS TAKEN AT FACE OF D DANIEL C. HYER a 1 I� PROP. VDOT CG-12B O FUEL TANK i 45.2 I - ,. bW= Lic. No. 45596 / 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PROP. UNDERGROUND R30' VENT PAD •� CURB/FLOWLINE. A > / 3. CURB RADII ARE 5' UNLESS OTHERWISE DIMENSIONED. / FUEL TANKS s° 4 (3) PROP. WATER I Q UM PAD ratt,c SPOeI 4 ENTRANCE SHALLBEOM THE e7pN O�d�? U PA 48.7 �AL VAC RELOCATED AIRPORT As naR n t 40METERS°DIRECTION SIGN P u '10' BUILDING/PARKINGSETBACK LINE EX RIGHT OF WAY i bN=47.4 you t5. WHERE CONCRETE PAVEMENT ABUTS CG-6 SPILL CURB, ENSURE 7'MIN. TO 1 J _ I_ _ f d 1 R50' $ a /-ff I'll __ . o CONTRACTOR MAY EXTEND CONCRETE PAVEMENT TO APPROVED DCH BOTTOM OF SIGN) Wu 77 - -- F CURB FACEAND ELIMINATE GUTTER PAN. WHERE N 55 39'S7" W 126. 9' R50' "' PROP. STEPS WITH HANDRAILS STANDARD GUTTER PAN CONVEYS FLOW, STANDARD SUBMISSION N' 5 CG-6 SPILL CURB SEE DETAIL 4/C4.2 CG-6 CURB AND GUTTER SHALL BE CONSTRUCTED. ALL TRANSITIONS TO CG-7 PROP. ADA PEDESTRIAN ACCESS RAMP TMP.32-39A PROJEC I 1903600 TO EX. SIDEWALK BENCHMARK N 55°02'36" W /7./l' N/ WILL 1M SCOFF MARSHALL, TRUST OF TH DRAINAGE PATTERNS SHALL REMAIN AS SHOWN ON TIE TO EX. S/W EX 5' PUBLIC SIDEWALK PROVIDE HANDRAILS PER DETAIL 5/C4.2 N. 3935947.50 TRUS OF E WILLIAM A. MARSHALL /R. REVOCA SHEET C5.0 - GRADING AND DRAINAGE PLAN. T H E W 0 R K 0 F PROP. VDOT CG-12B TIE INTO EX. S/W E.- 11501413.09 D.3.4464 F..203, D.B.1639 5 (PLAT) 6. ALL OUTSIDE CORNERS OF CONCRETE PAVEMENT L I N E + G R A D E I TIE INTO EX. CG-7 EX. CG-7 EX. 5' BIKE LANE ST,4 TF ROUTE 64 9 (AIRPORT RD) - ELEV: 547 89 - - RUEY) ZONED: Cl COMMERC/ SHALL BE CHAMFERED PER DETAIL 1/C4.3 TO AVOID 400' CONCRETE WEDGES OF 90 DEGREES OR LESS. 8,600 ADT PRESENT USE COMMER IAL SITE PLAN 1 C4mO 1" = 20': 0 20 40 HANDICAP PARKING SYMBOL HANDICAP PARKING SIGN a ADA PATH PAVEMENT ED( STANDARD 60 SPACE 4" STRIPING SPACED 2' APA 8' MIN. MIN. SEE PLAN SINGLE HANDICAP Aj�NDICAP SPACE 1' RESERVED PARKING N PENALTY $100$500 FINE TOWAWAYZONE L VAN o ACCESSIBLE TVAN PLACARD 5' MIN. TO (WHERE APPLICABLE) FINISHED GRADE HANDICAP PARKING SIGN HANDICAP _[7PARKING SIGN_ ADA PATH ° E V4\ 8' MIN. iT 8' MIN. 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. i1 HANDICAP PARKING SPACE DETAILS RIGID SURFACE (WHERE APPLICABLE, FINISHED GRADE SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) f- 2% CROSS SLOPE (SLOPED TO DRAIN) Q D � �I�IIII� II =III=III=III III —III —III —I —III III —III- - I— 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, 30001-1 PSI CONCRETE -III-III-III-I I I I -III -III -III III -I I I -III -II I I �-III-III-III-III-III-III-III-III-I 1I- -1 4" VDOT 21A STONE BASE =III-III-III-III-III-1 PRE -MOLDED JOINT FILLER NOTE: 1. WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, CURB, BUILDING, OR OTHER HARD SURFACE, CONTRACTOR TO PROVIDE PRE -MOLDED JOINT FILLER AND EXPANSION JOINT AS SHOWN ABOVE. O SIDEWALK < '8" 4000 PSI CONCRETE: -' FIBER REINFORCED ; I IIIIIIIII 1( COMPACTED SUBGRADE- ��� III III III CONCRETE PAVEMENT SECTION PAVEMENT SECTIONS U ASPHALT PAVEMENT SECTION FINISHED GRADE 7777-177 2 C EAR (TYP.) FIN VARIES (7' MAX.) RETAINING WALL NOTES 1. SOIL TESTING SHALL BE PERFORMED BY THE CONTRACTOR TO CONFIRM SOIL BEARING CAPACITY UNDER FOOTING MEETS ASSUMED VALUES. 2. ALL CONCRETE SHALL CONFORM TO ACI 301-10 AND ACI 318-14. 3. WALL CRACK CONTROL JOINTS SHALL BE PLACED AT 20' MAX. 4. SAFETY RAIL WITH 42" MIN. HEIGHT SHALL BE INSTALLED WHEREVER DIFFERENCE IN FINISHED GRADES IS GREATER THAN 2.5'. 5. CONTRACTOR MAY STEP FOOTING ALONG SIDES OF RETAINING WALL PROVIDED THAT MIN. COVER OVER TOE IS MAINTAINED, AND FINAL GRADES CONFORM TO THE GRADING PLAN. MIN. DISTANCE BETWEEN STEPS SHALL BE DOUBLE THE CHANGE IN ELEVATION. 12" MIN. REINFORCING SCHEDULE REINFORCING SIZE/SPACING BARS "D" #4@12" BARS "K" #4@12" LONG. FOOTING BARS "LB" 8-#4@ EQ. SPACING LONG. WALL BARS Tw" 8-#4@12" BARS "M" #6@12" BARS "O" #6@12" BARS "P" #5@12" 12" \ . c 1 Jam/ / ' / "K" /\\/ \//, FINISHED GRADE ORETAINING WALL SECTION 4 1" = 2': 0 2 4 �(4 2"R SEE PAVEMENT " SECTION BRICK TO MATCH BU LDIN 1:12 —� VDOT CLASS 2% ' A3 CONCRETE �9 6" 2W PAN VDOT 21A STONE BASE OSPILL CURB 8" CONC. SLAS- STONE REINFORCE EVERY OTHER COURSE 8" CMU GROUT WALL WHERE REINFORCING OCCCURS---._ EXPANSION JOINT AS REQUIRED b Q, 4 .1I In ®. ®. 12" G1MU a6 w 4W OG a r 4 a ® .d a . #546"OC CONTINUOUS w OTRASH ENCLOSURE SCREENING WALL SECTION U TRAVEL AISLE I— TRASH ENCLOSURE SITE SECTION 1" = 4': 0 4 a CUBIC YARD / TRASH CONTAINER 12" G.Mu. FOTHER a TRASH ENCLOSURE DETAIL M M r; TRASH ENCLOSURE SCREENING WALL (SEE DETAIL THIS SHEET) — 5.34' SAFETY RAILING TPROP. CONCRETE RETAINING WALL r- 291 Lu FOOTING 2i'-118• DRIGK FOUNDATION A , �.'. LLJ 9" C.M.U. HAZARD MATERIAL ' STORAGE CONTAINER i OWL�1 8 GUBIG YARD •'.' 6 9a" }}}���J ''',,,���--- I" CONDUIT TRASH GONTAINE IRRIGATION CONTROL / ) '� - �' PANEL �+ 25'-11g" INSIDE FINISH TO FINISH �oe �I HOSE HOLDER z Q q MOUNTED TO WALL 2 z C7 y � 4"X4" TUBULAR STEEL FILLED W/CONCRETE (%� Q AND CAPPED. PAINTED DARK BRONZE WITH °:.' �� — " J > Q 12"XI2"X 2'-9" MINI. CONCRETE FOOTING. f -lit TYPICAL OF 4. SEE 4"X4" BOLLARD DETAIL) !' w -BROOM HANGER MOUNTED '�' I•v i"' TO WALL INSIDE OF ENCLOSURE TO BE ' I 4wW O o / �1 PARGED AND PAINTED DARK BRONZE �.• � : ".� J Lu J U S¢ LL— y',d• O LLJ U • D] 11-2#•t 5'-2" WIDE GATE, 7'-2" HIGH I8'-@�•t 1'�IIB G•�• 8'-3" WIDE GATE, 7'-2" HIGH 1'^ (TYPICAL OF 2) DARK BRONZE AGM CAP TRASH ENCLOSURE SCREENING WALL ELEVATION (FRONT) TO MATCH r PCs I.U. FOUNDATION �X Q m > >c -04 CONCRETE FOOTING SPA TH OF D/ 'Pp 02100021 r� r DANIEL C. HYER a LIC. No. 45596, s_"/ONAL APPROVED DCH SUBMISSION NI' 5 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C4m1 GG-2 CG-6 NOTES) NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 4000 PSI PRECAST. CURB 3. CURB HAVING A RADIUS OF 300 FEET OR LESS ,,, " r R 3. COMBINATION CURB &GUTTER HAVING A RADIUS (ALONG FACE OF CURB) WILL BE PAID FOR AS WI I�-JI OF 300 FEET OR LESS (ALONG FACE OF CURB) RADIAL CURB. SHALL BE PAID FOR AS RADIAL COMBINATION CURB &GUTTER. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH :'-s 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE 3" (15" DEPTH) OR INCREASED AS MUCH AS ;! D.; _ LAYER, THE BOTTOM OF THE CURB & GUTTER 3" ORDER THAT THE BOTTOM 3" fU I :0•• ;A, m SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF CURB WILL COINCIDE WITH THE TOP OF A WILL C COURSE OF THE PAVEMENT SUBSTRUCTURE. •. • D•5 ! OF SUBBASE COURSES AND TO THE DEPTH OF OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. a D•• THE PAVEMENT. NO ADJUSYMENT IN THE PRICE BID IS TO BE MADE w . ;0' .;A, . 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 FOR A DECREASE OR AN INCREASE IN DEPTH. p_. •D. : p BASED ON ROADWAY CLASSIFICATION AND CG-2 IS TO BE USED ON ROADWAYS MEETING 5' :0,' .A.' SURFACE D DESIGN SPEED AS SHOWN IN APPENDIX A OF THE REQUIREMENTS FOR CG-6 AS SHOWN IN '•' • • • • D.; • D.� • D 2" R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, vWi •, IN THE SECTION ON GS URBAN STANDARDS. �A• • A • p. .;A*. BASE D •D •Q u • • O tn,t, > e- s s e s 2" RADIUS SUBBASE � O O O O O D�;• D. SURFACE THE BOTTOM OF THE CURB AND d 0• 6" 2.�EA 2'-0" GUTTER MAY BE CONSTRUCTED TO THE SLOPE FA S BBASEPARALLEL CO RSES PROVIDED . A A' . s BASE T'.-A MAY BE CONCRETE MINIMUM DEPTH OF 7" IS MAINTAINED. G > G . • C AT THE OPTION OF THE CONTRACTOR 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 201.04 O CG-2 O CG-6 O BARS A TO BE / EQUALLY SPACED. / FOR NO.OF BARS / SEE TABLE BELOW. i- BARS A AND C i Inc ■__, .. mi 00 100 0 Sol �1 1�1�1 11SIMMONS 1�1� ELEV. PROP. OR BARS A AND C EXISTING WALK, BARS B YARD, ETC. 11" BARS A 1' PLAN rONEE TO BE DER EACH STEP AND TWO UNDER LANDING AS SHOWN. S-1 A -j i c / BARS C # 4 V 0.91] CU. FT. 1 I V7 V2 • 0.573 CU. F7. - V3 - 0.726 CU. FT. V4 • 0.668 CU. FT. ELEV. PROP. OR EXIST. BARS A #4 SIDEWALK OR SHOULDER. V4 FROM PICTORIAL VIEW IT IS SEEN THAT: BARS B #4 V • V1 W2V2 (N-0•V3 (WN•1)•2V427 • �.' • n SUBSTITUTING VALUES OF ELEMENTARY VOLUMESECTION A -A S f° .'•r iv V • 0.917W1d46(N-1)•0.726(WN•1)•l.336 27 v V - INDICAATES TOTAL VOLUME OF STEPS IN CUBIC YARDS. VI 2IN VO'tOMPUTIN- INDICATE ELEMENTARY VOLUMES V. W - 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. Ll - 13.03814 • 8" 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 4 5 5 6 6 7 7 B W- 4' S 5 6 7 7 1 8 1 8 1 9 10 W- 5' 1 6 7 8 9 91 10 1 11 1 12 L2 -INDICATES LENGTH OF 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 F00T X 4 FEET. 1. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES ENCLOSED, AT LEAST ONE HANDRAIL, PREFERABLY ON THE RIGHT SIDE DESCENDING. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. ON STEPS LESS THAN 44 INCHES WIDE HAVING ONE SIDE OPEN, ONE HANDRAIL ON EACH SIDE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES OPEN, ONE HANDRAIL ON EACH SIDE. FOR OTHER WIDTHS THE APPROXIMATE SPACING OF BARS A 4. ON STEPS MORE THAN 44 INCHES WIDE BUT LESS THAN 88 INCHES WIDE, ONE HANDRAIL ON IN INCHES WILL BE EQUAL TO 80= N WITH A MINIMUM SPACING OF 6". EACH SIDE. REINFORCING BARS TO BE USED IN INSTALLATIONS OF 6 OR MORE STEPS. 5. ON STEPS 88 OR MORE INCHES WIDE, ONE HANDRAIL ON EACH SIDE, AND ONE INTERMEDIATE FOR TABULATION OF CONCRETE AND STEEL QUANTITIES SEE SHEET 2. HANDRAIL LOCATED APPROXIMATELY MIDWAY OF THE WIDTH. �IREFERENCELmrIIII I `vwuT STANDARD CONCRETE STEPS FOR 1/2:1 SLOPE ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 2 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.01 MAX. 6'-0 �,MAX. 6'-0" GRIPPING RAIL 4�/2" O.C. %" NPS PIPE PICKET I~4'q" O.C. % SOLID PICKET GROUNDING ELECTRODE RAIL EXPANSION JOINTS AT-H-1' INTERVALS NOT EXCEEDING 3" MAX. 30 FEET. POSTS :2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE RETAINING WALL RAILS � 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PPE EXPANSION JOINT PICKETS : %a" MIN. NPS 0.05" O.D.) SCHEDULE 40 PIPE OR 5, MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROADWAY PLANS OR TYPI TIN 2" min. SEE ROAD PLANS FOR RETAINING HR-1 WALL DETAILS. 1 MAX. 6'-0" MAX. 6'-0" �-I ROOUND ROL) ((TYPA OOANCHORBOLTS 1" STANDARD PIPE. ANCHOR BOLTS 4" O.C. (TYP.) FOR DISTANCEECOO S 11/2" NPS SCHEDULE 40 PIPE II ( CONCRETE STEPS GRIPPING RAIL POSTS 1/Z' MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED RAILS P/z' MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE li USE PATH. GROUNDING 2,/4" min ELECTRODE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) SOLID STEEL NOTES SMOOTH ROUND RO 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. TIMCI�ORBOIETS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AID SEALED BY A PROFFESSIONAL ENGINEER, HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO OR RAE WILL BEER THAN 5 INCIDENTAL TO PERCENT. THE COST GRIPPING TOACHIEVEA UNIFORM COATING ON ALLWITH THE CURRENT ROAD ARSURFACES VENTD BRIDGE INGAND(FOR USE WITH TYPE n& In RALINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6'-0' MAX. 8'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN 4%1" O.C. Y4' NPS PIPE PICKET 4" SEE ROAD PLANS ACCORDANCE WITH AASHTO M314 GRADE 36. FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 4" LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL 41/d' O.C. SOLID PICKET r WALL DETAILS. BE INCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. I N 8 RAJLNGS T�TOED TITEINLGROUNDING MAERIALSNSALLLAONO BEACCORDANCE WITH ST'D. FE-6. 9 AVAILABLERAILING LATHE I OF DESIGNIGYAND AILING. DOCUMENTATION FROM 1 ANCHOR , THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. l'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE r 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RILLS 2" MIN. NIPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT__,'PICKETS 3/a" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR s " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR 1 TYPE III BICYCLE RAILING ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY AIIMPACT. FORRSHOULD VEHICULAR PROTECTION TIONSTANDARD GU RDRL (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, 1VDOT REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 7 OF 1 238 60TO5 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 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 & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB MID GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. 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 I1/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) SPECIFICATION REFERENCE 105 502 NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROC EDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %p INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS SHEET 1 OF REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 W 1a z Q Z W z J N W J W z Cn Q � > F- W Q � Q - o ~ OU) J LU z Q F O 'L w O m N� I..L_ Q I TH OF� r I 02�0o02> 'Z• DANIEL C. HYER Y LIC. No. 45596, IONAL APPROVED DCH SUBMISSION NO. 5 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E O S-1 O HR-1 O WP-2 C4m2 O APPLY TACK COAT SEALER TO CONCRETE AT TRANSITION 8" AGGREGATE STONE BASE CONCRETE / ASPHALT PAVEMENT TRANSITION DETAIL N.T.S. ASPHALT CONCRETE 18 I Ay I 00 I� UST PADS , .z 4 , > GAS CANOPY PADS PARKING AREAS ., DUMPSTER m ° OTHER CONCRETE / ASPHALT TRANSITIONS CONCRETE / ASPHALT TRANSITION SCALE: NO SCALE SHEETZ PAVEMENT TRANSITION DETAIL DR XLARD NGRETE iHED 51aNE 845E STOREFRONT BUMPER POST FLUSH SIDEWALK/PARKING AREA SCALE: NO SCALE C'onvenience.4rchitecture SITE AND STC REFRC)INT w GURBINCs and _2w � P.C. By Rrvl�omi 3515h.UWa10.1ur&.PAIfi flllQ m3 A � 6" OR 8" DIA. STEEL PIPE WITH Z GAP K Q IL W Ill lb Z 'D PROTECTED ITEM m S i POURED CONCRETE 01 Z M II — �Il nrl� 2-0 6" OR 8" DIAMETER PIPE 5OLLARD SCALE: NO SCALE C�onvenience,4rchitecture 6- 9" PIPE BOLLARD and _25P.C. 1-1 3515h.0 Way, Cl.,burg, PA lfi625 (814A2 fin33 20'-4" 19 4" OPEN •. '"`r••' VERTICAL REINFORCEMENT- :� ,..;w •,., (5) #5 BARS AT 13" O.C. .� HORIZONTAL REINFORCEMENT- ! ,�!' (b) #5 BARS AT 14" O.C. .. ON LEEWARD AND WINDWARD FACE. DO NOT WED RII ' 'i;. r.•'; . _- s • }: .••' - Aw 3" MIN COVER � 1 2J3s cu. YD9, or CONCRETE REO'D PER FOUNDATION ovER RI" DIA.X42" LONG TURN ,. ANCHOR BOLT GRADE Ai • A (6) #6 BARS ON A y.i :� •; 21" PATTERN WITH �4) #3 STIRRUPS 0 y „' IV O.C. AT TOP 18", + } THEN 15" O.C. THEREAFTER 1.32 CU. YDS. OF CONC. REQ'D. PER ' 7-�• aA CAISSON OPTIONAL CAISSON FOUNDATION NO SCALE B ii Y' I 's gs , sp�RRU,e ($9 12'-5" 6" OR 8". mm CLEARANCE BAR DETAILS NO SCALE TURN ON NOTES: SIGN CABINET B CONNECTION DESIGN BY OTHERS. ELECTRICAL DESIGN BY OTHERS. STEEL TUBE I" DIAX42" LONG ANCHOR DOLT STEEL TUBE �3"X3"X112" STEEL GUSSET ° DIA.X42" LONG 2113'X13"X' NCHOR BOLT STEEL BASE PLAT A NO SCALE C a a .a HIGH STRENGTH, b NON -SHRINK GROUT A C G ANCHOR BOLT PROJECTION DETAIL NO SCALE AIR MACHINE PAD NOTES: ELECTRICAL NEEDS ARE A 120-VAC 30-AMP #10 WIRE CIRCUITS WITH GROUND POWER CONDUIT FROM BUILDING TO AIR CONCRETE CUR 4'-2" MACHINE 15 TO BE RIGID PVC WITH FIRST AND LAST 10' IN RIGID METAL CONDUIT AND EYS FITTINGS AT BOTH ENDS. TERMINATED IN RECESSED 6" PVC SLEEVE UNDER AIR MACHINE. USE WEDGE ANCHOR BOLTS TO MOUNT AIR STAND. a!� BOLLARDS ARE 4" X 4" X 5'. TO BE PAINTED DARK BRONZE. FOR INFORMATION CALL SHERWIN WILLIAMS ALTOONA, PA STORE (814) r 946-6161 ❑ L a MAXIMUM DISTANCE FROM FINAL GRADE TO TOP BUTTON ON AIR MACHINE TO BE 48" L CONCRETE WRB 1 L4!! PLAN VIEW O0 SIDE SECTION VIEW 4"X5'EI DOWER C I= FIRM 6° HIGH I AIR MACHINE PAD SCALE NO SCALE FRONT VIEW 1'-4" �rchitecture AIR MACHINE DATe Bonvenience PAD DETAILS and _2IP.C. REVISIONS 3515heeK Way, Clapbur&PA 16625 (814)239-6013 E NOTES: I. DE51GN 15 BASED ON S0 TO 120 MPH 3 SECOND GUST DESIGN WIND SPEED MAX PER IBC 2006. EXPOSURE C. 2. FOUNDATIONS ARE BASED ON A SAFE LATERAL SOL BEARING PRESSURE MINIMUM OF 300 PSF PER FOOT OF DEPTH. 50L REPORT WAS NOT FURNISHED. ALLOWABLE BEARING PRESSURE SHOULD BE VERIFIED PRIOR TO PLACEMENT OF 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 A5TM A500 GRADE B WITH A MINIMUM YIELD STRENGTH OF 46000 P91 FOR TUBE. PLATE AND ANGLE SHALL MEET ASTM A36. 5. STRUCTURAL BOLTS SHALL BE ZINC COATED A325 UNLESS OTHERWISE NOTED. 6. ANCHOR BOLTS SHALL BE CUT FROM A36 ROUND STOCK. EXP05ED SURFACES SHALL BE GALVANIZED OR COATED TO PREVENT CORROSION T. ALL VOIDS BETWEEN COLUMN BASE PLATE AND FOUNDATION SURFACE SHALL BE COMPLETELY FILLED WITH HIGH STRENGTH, NON -SHRINK GROUT, S. WELDS SHALL BE MADE WITH ETOXX ELECTRODES BY PERSONS OUAIJFIED IN ACCORDANCE WITH AWS STANDARDS WITHIN THE PAST TWO YEARS. S. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 WITH DEFORMATION$ IN ACCORDANCE WITH ASTM A-305. WELDING OF REINFORCING BARS IS PROHIBITED. 10.THIS DESIGN 19 PROTOTYPICAL AND SHOULD NOT BE USED FOR S1TE SPECIFIC APPLICATIONS UNLESS DEEMED SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER. lz _ W I O� O F BASE PLATE DETAIL NO SCALE 1/2" STEEL GUSSET GU55ETT DETAIL NO SCALE I" HEAVY HEX NUT Kl" Dlaxaz" LONG ANCHOR m BOLT I" HEAVY HEX NUT, TACK WELD TO BOLT ANCHOR BOLT DETAIL NO SCALE 13"X13"X1" STEEL15ASE PLATE 114 DIA. HOLE TYP. 6"X6"XI /4" STEEL TUBE 3"X3"XI /2" STEEL GU58ET SHEETZ CLEARANCE BAR DESIGN INTENT UP TO 120MPH MAX NT: SIGN COMPANY 5107 IUSSELL AVENUE, ALTOONA, PENNSYLVANIA 16601 PHONE: (814) 949-8287 FAX: (814) 949-8293 1 BY: HMA Project Nun 12 DATE: Nu 04/25/12 Dr#wtneEll W z J N W g W z ^J^ awz I..L ' ^ vJJ L i z_ Q 0 LLJ m N —i I L Q I z US to Z Z w TH 04P 02/0002> r� l DANIEL C. HYER a LIC. No. 45596, /OVAL APPROVED DCH SUBMISSION N' 5 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C4m3 0 4" STAINLESS STEEL BOLLARD I�TMAN'CE — — I N c— 3'-0"x6'-0" CONCRETE PAD FOR CASH/CODE ACCEPTORS AND TRASH to be same height as curb 6.-0. CONDUIT STUB -UPS FOR CASH/CODE ACCEPTORS to be 1'-0' off edge OF PAD and ry 5'-7 3/4" off centerline of wash bay of pad • '-' in a 4" circle 15 0" k i - r 4" STAINLESS STEEL BOLLARD (OUTSIDE ENTRANCE) r\ 10'-0"X 20'-0" HEATED ENTRANCE APRON 0 204-0" FROM FACE OF BUILDING TO FACE OF TRENCH DRAJN ZURN TRENCH DRAIN 4" STAINLESS STEEL BOLLA MODEL Z-886 SEE DETAIL,,BELOW (OUTSIDE ENTRANCE 4" PVC FROM CAR WASH TO INTERCEPTOR TANKS -1 — 1" OZONE FROM RECLAIM EQUIPMENT IN CAR WASH UTILITY ROOM. 18" FROM TOP OF TANK 11-0 I 2*-0* WIDE CONCRETE SLAB,, �\ `♦BUILDING S FOR HEAT RUN \�PLANS \ 1M I _ ________ __ _ ___ __ --I GRIT SEPARATOR.INSTALLED FURNISHED IN New FIELDIlk ` ELECTRIC SERVICE ENTRANCE CH 14'-9" FACE OF BUILDING TO FACE OF TRENCH DRAIN w `12.-O..z 14.-9..— — — — HEATED EXIT APRON I I L- —J L— - —J / I AREA TO BE BACKFILLED TO HEIGHT OF FOOTING AND TOP .•-�', _ .., _„ ,"''Y.KF.:_ . _ ,:." GAS SUPPLY- I COATED WITH A 6" THICK CLEAN STONE BASE •� ••::'' - _ --r � STUB SUPPLY & RETURN THRU�. ,• ,_ - �,+.. ., , .�. �• -_' BASE FRAME FOR CONNECTION I .••-- TO DRIVE SLAB HEAT (BY G.C.} L---- ---------------�'----------- "•�.. :;'_ •:s .J; ....�� :. „�� �o ° --- WATER MAIN — � „'•• � . _ . -, OPENING IN FOUNDATION WALL I + Im FOR HEAT TUBING ACCESS I --- --- I-------------------------------------------- —ZURN TRENCH DRAIN MODEL Z-886 SEE DETAIL BELOW CHAMULR 1 II CIIAMRFR 9 II II II II CHAMBER 3 II II II TANK 1 NOTE: - •. +,:.: �. -,.. `;S'° eta° � PIPES ARE SHOWN OUTSIDE THE WALLS FOR CLARITY AND SHOULD BE INSULATED AND INSTALLED IN SUBBASE CHAMBER 4 II CHAMBER 5 II CHAMRFR 6 II II O O II II To SA °m 1 — 1" SCH 40 FOR OZONE WATER 8" BELOW GRADE 4" PVC FROM CAR WASH UTILITY CONCRETE WALL ��-/` — ROOM TO INTERCEPTOR TANKS! ° \� '�z4 ` :efl d9 �'. ? BO °� ro°°9 'dPou°�,•° ° wS°{�a� 2 - 2 SCH 80 RECLAIM LINES 1 ' a%36 ea a �mlIp�gPP°'' 9 sea °mZ n ° 5? 1 — 1" PVC I" SCH 40 FROM UTILITY ROOM FOR FLOAT WIRING ° °g° °•°v � :° $0 0 ' ° e'°a° O - e^ °°'° I '• e. o e 6 �6 em1 ®°°`� ° a $ d e c o�z se®m• °° e%+°e°"a'� a �L3 �� e �°° l •° 9 °°' eke ° ° 2 — 2" SCH 80 RECLAIM LINES 18" ° ° � °� ° � � ° OFF BOTTOM OF TANK WITH FLAPPER °_ Is g°°� � a7 s 1° e� ooe �° ae s ° =W.- TYPE CHECK VALVES ON BOTTOM AND °g �• UNION —Q °� ° e IIm a i°°°an vBa ° m Q0 _I N 4, ISE IDD 4 N g 4" ZURN TRENCH DRAIN SYSTEM MODEL NO. Z886 TRENCH NO. 8609 WITH REINFORCED GALVANIZED STEEL SLOTTED GRATE (RFG) ° a ag.�w° g8oeglo e e @° g#L® PRECAST CONCRETE TANK °pBTANK / G" 4$ ° � °8 ® d. �� �I a•°d e '' QI '�n s s. e ° m a as e ° a • ° .°OYP `"'8° ®P ° v .e ° .. ° m ° ° o s` °gs ° t o ° o ° �mis' n , ° �I °•..� ° b e R 5°�,tea a la° P°'. i'�°� a >""fin �� ��'-a1::A1R-VAC MOUNTING PAD NOTES: 6¢ a : ° ° ° ^ ° U '• m >s _'ifJ.' — 1 0'1 It a,. ELECTRICAL NEEDS ARE (2) 120-VAC 30-AMP #10 °`F ;,. `m °a°: WIRE CIRCUITS WITH GROUND 3'-0"X6'-0" CONCRETE PAD e dF, POWER CONDUIT FROM BUILDING TO AIR MACHINE IS °°° �%° >4a" I �= T N 6" TYP.,° a ., 0 BE RIGID PVC WITH FIRST AND LAST 10' IN RIGID FOR CASH/CODE ACCEPTORS AND TRASH to e kNETAL CONDUIT AND EYS FITTINGS AT BOTH ENDS. o- •TERMINATED IN RECESSED 6" PVC SLEEVE UNDER AIR TELLER be same height as curb ' a' MACHINE. O "LOOP FROM AIR STAND TO VACUUM WITH RIGID METAL TRASH CAN CONDUIT STUB -UPS FOR CASH/CODE O° SO CONDUIT ENDING IN RECESSED 6" PVC SLEEVE UNDER ACCEPTORS to be 1'-0" Off edge OF PAD and F VACUUM. TERMINATION BUSHINGS TO BE INSTALLED AT ',�'•,'BOTH ENDS. 5'-7 3/4" off centerline of wash bay of pad I I H� .. - •• • .° �� °n .� e;'USE WEDGE ANCHOR BOLTS TO MOUNT AIR STAND AND in a 4 circle ° 1 I VACCUUM Cl1RH 'A „ct' b'v` 'I�e"- BOLLARDS ARE 4 — ---_� E PAINTED BRONZE � `• � 15, 0>, I •e s • °' TO FACE OF CARWASH J 2'-1 2'-1" , ° w.W b 14 m I� . 6 O 4" STAINLESS STEEL BOLLARD ��' A� 00 4" X 4" X 5' BOLLARD TYP. 4" STAINLESS V v (OUTSIDE ENTRANCE) STEEL BOLLARD `� 1'-p" CURB v d rT -I \\-10'-0"X 20'-0" HEATED ENTRANCE APRON o N N W eLi C CARWASH_CENTERLINE _—_—_—_—___ I -- Ul�—'-6'1'-4'1'-6'1'-4'1'-6' —4,, 9-10 F a5rt-vl.-.- I h m 'wmkS-� Q osd aEM--ors d�mi�v �°oos gsrr w a u"oT: A ° s�46°�e+ao Vp nARuv �p° :I. miA Rb �° ° °°P"F d�. p ,���° �R.•0 qCt 44 IPd' d Q 5 •,'U� ..�' q�m°�� ° 49/1'OUL HOLE FOR 4•PVC DRAIN LINE (F81 BY OTHERS) to `� I 1 0 1 �' °��P"•. I I E ! IL 4 ° Il lll Y r 1 1- 3 Ietxnebfc �° 2 End View Ti 1/2 = 1-0" t a A� p! yy A •22yy .ticL'pJ' - N �,• -d �' &P �t ° I1� li � ° ° ! R' e �' e c 9°'44� s� L Levell U 11T=14r Ta_ �' ,a,�--I�i��� � � b �P � I ®, F�V �J � a ° �' °�•�� °T `fans ��r P°.e �. �.P"°!5 �°l�u i� ° a 5 `'>�-' +� pc°. GENESIS Sheetz Requirements Pre -Cast Vault Date 1511110Date A101 DM*0 `- Aualor „ 4: w w.gwwas,.COM r CBed®d by I 12•= 7-7 I 11IBIQ(1094:15:92 PM ..' W z J N W g C!) w Q J > w I� Q awz o '� W or < O w or_ C0 Q U I 0 TH OF� 01�0�/?02> DANIEL C. HYER a LTC. No. 45596, ®'"AONAL 'a!�] APPROVED DCH SUBMISSION N' 5 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C404 O ^ I 1535.35 (EP) iXiii / I • 'iii� a� //// //, / /i //�/ �� TMP.32 -39B I4PPROXI 4 To�L/��5 JOS DEPTH OF VIRGIN ARTMENT OF TRANSPORTAI ON' I " ' 3 'AN D. e 4 ��P j \ I � TP I n + f � / � � D. B.4574 1.676 I III I � I �I / Zi WW B.XIIVP. 51158 I I I I L I PR I ZONED.-'Cl COMMERCIAL I I I I I I 535.73 (EP) �Oe PRESENT TENTION POND I Sete \ I X 4 g I64X-5 (EX VDOT ES-0 EX. V. T.' T54LER 1 /NOUT: S3B.82 TOP. NV our. 529.79 // NOSE DOWN CURB ENTRANCE INSET WV 1" = 20': 0 20 40 I I i // / / / // // /�j X-3 (EX GRATEi TOP., 534.55 P / 'I I �j / �/ i / // / INV. IN 529.40 \\ NV ou,. 529 00 EX SAN MH RETAINING WALL b T536.t 11 I EX ORIPLINE / / (� I _ TOP 537 MAX. HEIGHT: 7' P ` INV.17) 527. INV IN, 527.75 INV. OUT: 527.65 48 55 3 8 ' SD-12 j wlw ADA ACCESSIBILITY NOTES TP 0 x: 1. CONTRACTOR SHALL ENSURE LONGITUDINAL RAMP 0 SLOPES DO NOT EXCEED 1:12. TOTAL RAMP RISE L ZIF SHALL NOT BE MORE THAN 2.5'. I� 535.73 (EP) zlw cv 2. CONTRACTOR SHALL PROVIDE ADA LANDINGS AT ALL LOCATIONS SHOWN ON PLANS AND AT THE TOP AND > BOTTOM OF ALL RAMPS. -' / 3. CONTRACTOR SHALL ENSURE THE SLOPE OF ALL ADA LANDINGS DOES NOT EXCEED 2% IN ANY DIRECTION. TMP.32 38A SD-1 ` ADA LANDINGS SHALL BE 5' X 5' MINIMUM H M JR O ./UN K TE RY RIM: 535.63 _T DIMENSIONS AND SHALL BE CONSTRUCTED OF A X-2A (EX GRATE) f HP:536.181 A HOMOGENOUS, SLIP RESISTANT SURFACE. D. B. 4574 .676 TOP. 533.5E ^ 3.629 F..1O4 (PLAT) INV OUT. ..'s3 N N 4. CONTRACTOR SHALL ENSURE CROSS SLOPES DO NOT ED.-Cl COMMERCIAL �5h / Aspholtl 533.94 / / M EXCEED 2%. NT USE.' COMMERCIAL 535.8s / N � EX l5" P � X 2 (EX. STM Mh EX SA/YMH M _ '`%'C' CN M TOP. 534.53 5. CONTRACTOR SHALL ENSURE NO CHANGES IN LEVEL TOP., 534.4 /NV. /N. 528.33 ( 1n GREATER THAN g OCCUR. NECESSARY CHANGES IN INV. l I V. IN-1/25.7, M 534.31 CP / O CO "� INV. IN- 528. 03 ( 1 NV /Ny525.72 I I ^a h N INV. /N 53L78 (. LEVEL GREATER THAN a" SHALL BE BEVELED WITH A INV OU/r 525.67 E / /c>7 / ^ -� /�r9J SLOPE NOT STEEPER THAN 1:2. RAIN• E-158 / \ I 6. CONTRACTOR SHALL ENSURE THE CRITERIA ABOVE vp01 ARE MET ALONG THE ENTIRE ADA ACCESS ROUTE 4 SE M SHOWN ON THESE PLANS, AND ANY OTHER SITE AREAS p _ EP 535.18,1 N SUBJECT TO ACCESSIBILITY REQUIREMENTS. SA SEA f EX f \ LP: 535.53 1 ff -� SD _ SITE GRADING NOTES: SD-8 36 / -B SD-C 1. CONTRACTOR SHALL MAINTAIN AN ABSOLUTE �g RIM: 537.84 5�8 MINIMUM SLOPE OF 1%ALONG ALL FLOWLINES. 538.00 B PB / 538.12 SEE IBW 538.75 .6_8y SHEET C 538.DETAILS 55FOR S t _ GRAVEL al / / i� 42 INV. IN.538.1O(SD-13)�- �---5 ------ --- - BW 539.0i - 00 I LB ��... ffs /TW 54 CHAN5.75 TW545.75- NEr 40, - / w'W II ( •�\�I //` // /ah�"/-' / �q% / CHA4�J y/ �b i�� i/ p BW 539.98 -�-' -( '51. 2•_° a - 54-5" 1 :545.5 543 51 EX 20'/SAN SEWET . � 6 D.B3597 .162-168 21 TOP' 551. 8/ T"W 54SD-13545.75 E /RIM:547.28INV. IN 5443/ FENC546 INV. OUT. 54/.,, INK '3 �S yO A�9. -- SDAO INLy4T 546.91 545.95 SA1$4� RIM:544.26 � OPEC > 545.50 a 544.92 543.99 s SD 14 15' N / S!f 1 546.25 5 \ -RIM: 547.93 sa7s&� 4� ' SD 9 x X g INV. IN: 538.17 (SD-10) \ J542.17 5455\53 EX SAN MH \ , A • • -�; 547.78 547.10 �( 9 TOP.'560.15 \ \ \ I >. l .1 \;>�QQ�.ROAN- 545.69 - --- 545.24 V.542.45 ININ: 542.45 \ e _ Q INV. OUT, 542.25 ° _ EP 547.96 °' Sl \ >. 1� 54J : TC 548.46 544.19 a'aEC. '(;URB CUT 2 548.39 ° 547 98 547.75 ` 1> ' �QI 548.27 a� 1. �w �+- - 5 ANDS OF 1 :e. EP 547.98 occ. uNoc 6' 1 01 r'548.48 SHEETZ STORE \ �� I 5as.os FFE: 548.50 , /•\ I �, SPA LP: 548.24 °' d° / I`' SD-11 LP: 547.37 . 6" PVC � _ � � � . l 1 I I ! TMP.32-39 / L \ �.I RIM:544.35 / 1 NOpE SD-16 N7F-7WlLtt4M 5E0TT MARSHALL, TP / 15p P; RIM: 547.7Op TRUSTEE of THE FAMIL Y 77 US FsF 97 THEW /LLIAMA. MA12S LL 4 } 550.93 550.73 544.25 +• 548.549.07 JR. TMP.32-40 I \9. AIRPORTAUTO/NVESTMENTS, LLC W 1 I BMPA 8- R€V6G4BLE�TRUST I I I I SEESHEETC7.5 SD-15 D.B.4461, P.2OJ- '• \ D.B.Sl89 P.548 Q 1 �, \ ' 1 �cn FOR DETAILS INV. IN:544.42(SD-16) s19-05-627.101,�O4(PLAT� �'. I A p D. B. 3503 P. l80 /87(PLA T) 1 - I 1 D�/6 �9 566(BnaT) P \ I D. B.3/92 P.264 I w \ 0 n 1.667 A (sr,R'VEY) Sg D. S.2717 P. J17 X-7 (EX GRATE) a I° �' ' ZONED: Cl COMMERCIAL _ D.9.2294 F. 365 TOP.' S56.35 \ I n I p I 544.25 0 PRESENT ' COMMERCIAL ~ I I ■ I \� \'L r HWPB.XIV P. /5I-158 INV. IN 5476s (w) sas.00 FUEL CANOPY t INV. IN 544.30 (5) HP: 557.01 HWFRX/V P.200-207 S - OUT., INV. (N 1 �t5` - - 1 `-- 1 D.B.7/5 P.634(PLAT) /Nw - ZONED: HIGHWAY COMMERCIAL (HC) PRESENT USE. COMMERCIAL I I y HP 552.80 a. r X-7A (EX GRATE) CHANNELA TOP 559.43 GRADE BERM AROUND 1 RIM: 546.21 GRAVEL INV. OUT. 550.03 EX. STORMHIP STRUCTURE � HP: 557.(1 N CAR WASH " -548.00 >. \ � \\ � . \ EX VDOT DRAIN ESA FFE: 549.60 I e .I / ' PRO✓ #0649 002-15 \ �° EP 548.01 I I 548.51 EP 547.92 548.19 TC 548.42q, SD_4 g6 w ,. '.v, '�;},: •°,' ..:., ,. .'V. :; V.1: .i. . ,: r.''a' ':.r• ^r t !"; )!:'.;' `.:;�..';':+'"' r., � ."z�.�: ',`•:.�7I� \ \Y� � \�I o.II II 551.87el 551- 66 - `� 551-38 - 5549.64 •" � 54•,9�• .� pl. . .e 1 .e.15�°H/D.>PE °V., ►1j O HP 54.\ 15" HDPE T1 -w -�QI i RIM: 8/ 6.4 814 54 50.10 29 548e44 548.19'> 548.00547.74 ^.' r•'T`.'.' _ - 550.98 $D-5 r CURB CUT 1A CURB CUT 1B r \ ♦` 548 ° 547.67 RIM: 548.00 f HP 548.30 , m SD-6 EX. SPR/Nr/CENTEL S DVP / �I � 550.84 RIM: 548.O6� �546.75 546 PROPANE TANK 37 I 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CROSS SLOPE OF 2% ON SPILL CURB GUTTER PANS. A 3. CONTRACTOR SHALL PROVIDE SMOOTH, BLENDED I TRANSITIONS BETWEEN SPILL CURB GUTTER PANS 539 c 11 / SD-18 AND STANDARD GUTTER PANS AS SHOWN ON PLANS. 538.67 0 RIM: 539.66 MINIMUM TRANSITION LENGTH SHALL BE 5', OR AS SD-7 ^ 1 540.03 SHOWN ON PLANS. RIM: 537.84 j 4. CONTRACTOR SHALL PROVIDE NOSE -DOWN CURBS ON n i I ALL TERMINATIONS WHERE PROPOSED CURB DOES NOT TIE INTO EXISTING CURB. 540 1I I I SD-19 RIM:54O.25 SWIM C I X-2B (EX CUL VERT END) UNDERGROUND ♦� INV./N 536. 10 DETENTION I 1 p\ o \S4z I I l 1 �\j �y � I O I o �RPORT SD-2 I I 1 D. CO RCIAL RIMS 540.50 I 1 I 1 .02 ilnesc I h I , yllin s lel ^ la 2 / roal I 1 _ N Q/ v m oZ f� 2 1 1 a , 1 o/ /� I I d b co 1 tw ae: 1 415 1 1 30L 1 1 pm] N W w z CD = cn g > Q z Q Q LIJ Z O ~o J w O ILL w CIS Q z Q 0 `J 1 547.15 1 1 , L`rH Op ,11 5t«y I � �yl yy5 549 J /, +A ' • -- 1 1 EX. INV. ouT, 541.96 P Gr Me111791a9• I I ; t 551.31 O 550.04 / / / / - _ 548.� > s > > ..> > 546.97 b+M I ��` 1 02/00021 .� , 543.56 (EP) S ` i� MATCH EX. CURB IN O a I \ 549.36 A9.12 4 iI � W+ 4B.7 LINE AND GRADE D DANIEL C. HYER 554.47 S `Sd 55\ \ ., ° i> O / Rg b'N=45.2 LIC. No. 45596 554.47 8 • - ; �LEGEND I I 553.78 4 STAN DA > HP: A ° .?. w HP: 550.55 549.86 -- - 549.60 548.69 O • / _� / 9 � I S - - - - - =4B.7 t(aHlc SP01e 4 / 5 RD/ACCESSIBLE ON AL Asphalt /M 550.29 f N 474 V00t, v O O PARKING COUNTS ° HP:555.50 10' BUILDING/PARKING SETBACK LINE 551.61 - ' 1 / 550.34 i- 1'%: o STANDARDCG-6 1 J _ 5 _ APPROVED DCH - ------------- --- --- ---- -- CG 6 SPILL CURB �+ lRF N 55 39'S7" W 126. 9' SD-17 555.10 " 552.31 , / SUBMISSION �I' 5 RIM:557.23 - - - - - - - - 554.691 551.55 \c / CG-6TRANSITIONCURB - - - PRO E I 1 - TMP.32 39A J C 903600 N/ WILLI*M SCOTT MARSHALL, TRUSTEE OF THE FAMIL Y 557s7 _�:_� ��, �, \�� , BENCHMARK N 55°02'36"W /7.l1' X_2C ® ADA PATH AND LANDING �� s N RUS OF SWILL/AMA. MARSHALL JR. REVOCABLE TRUST THE WORK O F Q ss N. 3935947.50 \ \ TOP 516.60 x-8 \ ° \ E.- 11501413.09 1NV. our. 54235 D.3.4464 P.2O3, D.B.1639 5 (PLAT) ® BMP SOIL MEDIA L I N E + G R A D E TOP., 556.88 SD-x8 ` X-9 s ST4 TEW TE 649 (AlR QRT RD) _ SLEW S47.89- RVEY) INV. lN.' S49. SB ti `; \ \ TOP: S54.73 cS NV 1N 549.2i -RIM: 556.62 NV. OUT 550. 98 Wl \ \ ZONED: Cl COMMERC/ s_ �� CONCRETE INV OUT., 548.33\8,600 AD \ \ PRESENT USE COMMER lAL GRADING AND DRAINAGE PLAN 1" = 20': 0 20 40 C5mO X Lu !- 1 p� ' '�' wVII SD-1 I t� E t5 NEW TEMPORARY NEW VDOT MH-1, 7 ' LD. °533�1 I CONSTRUCTION ESMT RIM: 535.63� Z INV. IN: 529.33 (SD-C) I �a1 I I TMP 32 38A INV. IN: 531.78 (SD-18) I ` I I - TMP. 32 -39B z 1 \ /F JL�SEPH M JR O JUN K TE RY I (�} PPROX 5' WATERL/NEE ,/VTr G EEMENT) V -2Q (Ex GR,4TE) >i*�- x COMMONWEALTH OF VIRGINIA D.B.4574 .676 NEW ACCESS D . B. 698 P. 335 AND D. B 644 P 2/3 TOP.' S33.5B z EPARTMENT OF TRANSPORTATION Q B. 629 P. l04 (PLA r) N OUT., B3 n \ D.9.4574 P.676 / ZmNEO: Cl COMMERCIAL / / As haltN E/ / 'o A `kWPB.XIV F..200-207 PR ENT USE. COMMERCIAL m I P 1 l EX 15" '•.�" X-2(EX. STM NH) HW �B.XIV P. 15/-158 EX S4NN//MH _ D IN I TOP. 534.53 m ZONED: Cl COMMERCIAL I '� " TOP.' S34.47 �� I /NV. IN.529 33 (W) I I ce 1 PRESENT USE�€TENTION POND INV.IN: 526. 0/I(LAT) P I INV. IN- 528. 03 (SW) teo ,i x /NV /N 525.72 1 ZU^ RC INV. /N 53/.78 (S) I i � ���e A ( • I INV. OUT.• 52567 1 EK / / I INV. OUT- 527.83 (N) - %fix EX DR/PL lNF 1 / \ C 1 x 4l V RA N 1y6 / � I #3 1 I / EX VDOT 41.64 - \\ / T D p0 1 c:, i I Ai � INV. (OUT..VD3B 82 -li TOP. 54/.64 �y _ � x E Vo�#pbu � � � 1(', � SD-8 m INV. OUT 529.79 \ \ ' �i . 2 DI-36, L6 �� SF V. wv / I ` \ �, / \ P A / RIM: 537.84 wV + - SD-B_ SCWE s INV. IN: 533.48 (SD-B)/ / I 48" DIA CONCRETE RISER WITH TRASH RACK wv // \ RIM:538.50 Esc1 INV. OUT:533.38 _ ` ■Lu X-3 X. GRATE) INV. IN: 533.67 (C/0-61)o 5 s 37 6 - LG /J IN TOP, 534.55 8 '.._,! SD-C / / / INV. IN: 533.67 (C/0-B2) VDOT MH-2, 4' I.D. WITH WEIR IAI EX / X I NV our. sz9.00 i/ INV. OUT: 533.57;- 5 E RIM:537.17 SD-13 EX SAN MH i� ��/ 537 INV. IN: 530.10 (SWM C-OUT) / I TOP 537 / 15" HDPE 15" HDPE EX ORIPLINE / DI-3BB, L4'- - NV /N 52z8o (LAr) /%X / _ y INV. IN: 530.00 (4IN PVC UD) RIM:547.28 NV /N52775' INV. OUT:529.90 / / I xv y�/ INV. IN: 539.04 (SD-14) INV OUT. 527.6s 48 553 8 /4 , BMP B 538 \ 1 CONTRACTOR TO RELOCATE COMM E INV. OUT: 538.94 NEW 20' STORM r-- f== SEE SHEET C7.5 LINES AROUND PROPOSED MANHOLE � CHANNEL B SEWER ESMT (TYP) f�_ «eC'J` SD 9 FOR DETAILS _ o T\\ I / \ \ GRAVEL // Eo h� / _ �� X f'o VDOT ES-1(15 ") 53 a l / y_ f - / INV. IN: 538.17 (SD-10) (( �� / -19 i - �' SD 7 f� �' INV OUT 536 00 PROP. LATERAL CONNECTION 1 TO EX. SAN. SEWER Io3 EX. 20 N. SEWW,ESMT Df5/Og tE 22/•f5f/ i / 15 NQ E S_D -12 TolP 1. .B.P2 -169 I ,?v INV. IN, 5443/ SVDOT ES-1 15') / DI-313, L12' p , 9 RIM:537.84_ ,r '') 15 CP R1 -- 5 40 INV. IN: 533.04 (SD-8) 540 43 q' INV. OUT:532.94 I r � X 2B (EX CULVERT END) 544 y0 SQ SWM C f INV. IN 536. /0 \ \ I Alh G� INV. IN: 538.10 (SD-13) - 1 UNDERGROUND N / I SD-18 DETENTION VDOT MH-2I o / CH RIM: 547.93 I l I I ,4' I.D. I I � INV. our. s4/I/ VDOT MH-2, 4 LD. INV. IN: 539.45 (SD -A) / 5 NOPEi i� �q SD-10 \ I I RIM: 539.66 INV. OUT: 539.35 'U �N 1 V> ^6 DI-3B, L10' ( 1S„ _ �' 1 I INV. IN: 535.46 (SD-19) ~ p N RIM: 544.96 ��A INV. IN: 535.36 (X 26) Q \ ' INV. IN: 539.70 (SD-11) F ON I 1 I lRINV. OUT: 535.36 � W R (� IN RF I SAN SE / 6" SDR-26 PVC V. OUT: 539.60 �u TMP.3 G7 1 ill m EX SAN MH �i I . ---�� \ RPORT 1 O � Q6 Toa 560.15 LIGHT POLE - NV IN 54245 I BMP A (TYP) / (� _ ®� (4) 4" SHED. 40 PVC ELECTRICAL CONDUITS TO BUILDING -+46 I 1 1 NV our. s422s .� SEE SHEET C7.5 ,.�� SS-1 6" PVC LATERAL (2) 4"SHED. 40 PVC ELECTRICAL CONDUITS TO CAR WASH I k FOR DETAILS ! QQ ; SSMH, 4' I.D. INV @ BLD: 544.33 I 9 `� * r _ Q CIAL SD-2 I \ a RIM:547.85 \ L- RIM: DI-1 - ENCASE GAS LINE �p543 1. I ° %'. i T C' �F Cl 1 INV. IN: 537.76 (SS-2) w ° e RIM: 540.50 I SEE SHEET C7.5 FOR DETAILS ( ) STANDS 0, INV. IN:537.76 SS-4 1 1 N DEC. UNDER 6 ZI N� 1� of �' - p /�\ INV IN: 534.33 (SD-3) 1 i INV. OUT:537.66 1-_ tic, 1 7I SD A net ( \ - y wll,it I 1 Q 48" DIA CONCRETE RISER WITH TRASH RACK y SD -SD \ \\ , VDOT DI-3A (CUSTOM SHALLOW) RIM: 544.75 J I 1..1 t" 1 SD-11 I I LLJ INV. IN: 539.92 (C/0-A1),. RIM: 547.70 - S45' / \ / I I I O 7 \ - ` 9 DI-3B, L8' INV. OUT: 539.82 NOP / ''r - r 6 C O-1 INV. IN: 544.71 (C/O-1) -L, � � � y ti6' p, INV. OUT:544.61 T e� %�\ I RIM:544.35 Innl 1 In e �,�nanSALL JR. / ,' \ INV. OUT:540.12 a I �l I ,� } J TMP.32-40 jII I III 5�T? 4" PVC LATERALS STD 4��' �� III =e , ° r O f CONNECT TO EX. POWER POLE WITH � W 1 SD-15 INV @ BLD_544.33 -547 7T MIN. 150 kVA GROUND MOUNTED Q W Z AIRPORT D.R5189VP.548ENTS, LLC I I r I SS-2 104(PAij 548 , III T��. 1 I I / TRANSFORMER D.9.550J P.180-/8701AT) I s VDOT ES-1(15 ) . O I \I , SA I Z / ' I O O D.B.3/92P.264 I WI o 1` - Q>. /' SSMH,4'I.D. 560tAT� a _ S T ' I I in U w INV. IN:544.42 SD-16 549 J I i W ( ) RIM:547.64 D. S.2717 P. J17 x-7 (TO CRATE) ^ I O isURUEY) I I .. 1 i� I I n. 1 J TOP.' S56.35 ° \ >� ' INV. IN: 543.79 Q'OMM�RC/AL J ' J D. 9.2284 P. 385 �, � , ° �` 54 L . � _. � 1 / HWPB.XIV P. /5I-158 INV. /N 54Z65 (W) \ `' "� I cis I I I ' INV. OUT: 538.85 COMMERCIAL �1550 ,' , I I I, FUEL CANOPY / 1 Itbl* ; z Q INV. IN 544.30 (5) ° GREASE TRAP \ / 1 " 1 1 y in s t� a HWPB.X/V P.200 207 I I �T ' I 1 ZD INV. OUT., 544./5 (N) i �s .I - -' , INTERCEPTOR TANKS .___ B,Sp \ I �7 P. Tee I LIGHT POLE Z t I D.B.7/5P.634(PLAT) \ I ' l h - SHEETZSTORE --_ m ZONED: HIGHWAY COMMERCIAL (HC) r - - s (TYP) , / \ J PRESENT USE. COMMERCIAL I I I - _ V 4" PVC TO 6,077 SF S5 \ ���1 - �01 V / - I I I Q co a. INTERCEPTOR TANKS FFE: 548.50 S I. L" mom• no ° _ ,. ¢Poensl� \ f o \ CHANNELA�'� f\ s I 1 u 1 Q X-7A (EX. GRATE) � \n >' • 7_1 1 TOP 559.43 \ \ I _ s .. 3� , s . �, SD_4 1 INV. OL/T., 550. 03 \ Q CAR WASH ' f y/. VDOT MH-2, 4 LD. GRAVE[ Q FFE: WASH 1 I e / I \ 1 EX WOT DRAIN Es s l RIM: 546.65 PRO✓ #0649-oo2-I5 -� ;° �. .� . ° '��: ` ,` INV. IN: 539.05 SD-5 ��:�. :•TY , -INV. IyN TN1V.OUT: 5378..95 S.ys Z I I I i11 1 r'' i. +�. !•f'. '''`',r I o pV 3 9 .€`. � eJ,' 1 > ,., �'� -r. _ PE O// � I I I J1 1 �.. • y ' • : �:, I "� �\ O l e , I, .. y' ' 1 o N0 \ ° i&TI i! 1 +:' ..r• '��r' .'�'••s .�I I Q' � if It °7 > I a '�- � p8gw� 1 00 15 HOPE y , e 1 I 1HOPE/ b • - 5 f �� SD-6 SD 5 - SD 1 �y_' 15 1 1 VDOT DI DI 3B, L6' (2) PROP. 2" TYPE "K" COPPER RIM: 548.06 VDOT DI-3A N RIM: 546.21 RIM: 548.00 Ex. SPRiNri6ENTFL a DVP 11 I WATER SERVICE LINES INV. IN: 544.17 (C/0-3) \ INV. IN: 538.63 (SD-4) 1 1 I \ INV. IN: 543.66 (SD-6) \ PRD✓. #0649-002-I58 INV. OUT: 538.53 1 1 PROPANE TANKI / SS2 S INV. OUT: 544.15 INV. IN: 544.41(C/0-4) �, 1 1 Sp / INV. OUT: 543.56 S o a �' 1 1 1 TH OF I Stay 1_I SS3 yFUEL. FUELTANK a 1 o V, 1 1 EX INV OUT 541.96 1�eji7911g ` I 111 PROP. 1" / / 54 UNDS STORAGEERG TANKS VENT PAD �� _ ; RWSA WATERLINE TAPPING NOTES �� 11791 1 / I �� 01�05�202> I II g�gg METER (IRRIGATION) NEW 20' PUBLIC - 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE O 'I Ijc SSq� UTILITY ESMT I cb ���� �'452 CONNECTION TO THE EXISTING RWSA 12"WATERLINE. U DANIEL C. HYER a PROP. 1.5" WATER T/CENL S �� r , 0 / h� i �' b�= Lic. No. 45506 Y i .� .'" , .. � � , ° 2. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" METER (CAR WASH) #06 02-I5 \Q / / WATERLINE DURING CONSTRUCTION AND TAPPING. A CONNECT TO EX. 5 °� A6 -_: / CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, ?� 3 LO N, FIRE HYDRANT WITH 6" GATE VALVE signal THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" e �dt GAS SERVICE LINE - pQ' - 10' BUILDING/PARKING SETBACK LINE 48 ole TONAL Asphalt ,}��ly / _ PROP. 1.5" WATER Q� - d_ - - 4.7 tf°ttjc// P WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CM - - METER (STORE) - - CONVERT EX. INLET X-8 t u 1 / \ 5 - - f N= ou/t CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND MANHOLE AND DOGHOUSE 1-_ I _ f ' y�i � � -PROP. 6" DIP (W/L "A") - - ------ 5 -- ° � , - '- _ • - - o SHALL BE PRESENT DURING THE TEST PIT APPROVED DCH SD-17 ON EX. STORM PIPE - Z+ /TF sl` AL �c�E �. _ 4. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING I A5 / ORDERED SUBMISSION N' 5 N 55 3957" W 126. 9 9' SD-17_ A2 f 5. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO _ o �6"X4" TEE, 4" VALVE = 45° HORIZONTAL BEND' - DI-3B, L8'- - - TMP.32-39A THE TAP. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PROJECI 1903600 RIM: 557.23 A4 " N/ WILLIM SCOTT MARSHALL, TR PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. A3 1" CORP. STOP N 55 a236" w /7 /l' x-2c 6"X4" TEE, 4" VALVE 60 RUS OF E WILLIAM A. MARSHALI6. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. T H E W 0 R K 0 F X-8 Al 5IT: 54 TOP. 556.88 SD-X8 � o x-9 /NV our. 5423b D. B.4464 P.203, D. B. l65 FOLLOWING THE PLACEMENT AND TESTING OF THE 12"X6" TAPPING LINE + GRAD E INV. IN 549.58 I WET TAP ON RWSA LINE WITH 12"X6" TS&V TOP. 554.73 ST,4 TE�ROUTE 64 9 (Al RT RD) - 0. 061 AC (SURV1 SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE NV /N 549.2i VDOT MH-2, 5 I D SEE RWSA NOTES ON SHEET CO.1 �- INV OLIT. 550.9E \ WIDT : -� �_ �' INV. OUT., 548.33 RIM: 556.62 W� Wt \ \ \8,600 ADT \ \ PRESENT USE- COMI` PLACED UNDER TO MAKING BEHIND TAP. TAPPING SLEEVE AND ALLOWED TO UTILITY PLAN C6mO 1" = 20': 0 20 40 555 550 545 540 535 530 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 i LO _ / d �M 66 p �UM (96 _ 0U, d M M q LO 0 q co 0 U 0 ci o6 M NMI cr) O+N(OM(m 01'-000 / / a)Q ((00 -* M (m V n c�-I +_ N(O(0 LO M2 KiLOMr / +m 00MV� VV I�QO.4M (p`iV Mm �-40 LOZO V~MZZO �V.. 0 / M=00LOLr / 11 pLto p +M ��t- U) F Z Z ;UZ) EX GRADE r / M coPROP.GRADE co 0 q / M rl`LOU M II p-4— r U) z 2.63COVER N0�> 80.27LF OF 15" HDPE @ 0.61% U W p / N = 0 / 0 c-I N M cl 9 1,: 1- N 1� p - V 0 - _ O M Z Z M '1 0 0 / oo�» ZZZo �_���� / °�'Ma-(L 0-0 11zzzz �F-Lnzzo 6PROP.4"PVC / w x 0 (A Z Z Z > Ft _ _ _ CONDUIT CROSSING ° 53.26LF OF 15 HDPE @ 0.60% / o 90.42LF OF 15" HDPE @ 4.99/0 (2) 10"OBSERVATION PORTS 30' O.C. / / EXTEND TO LOWER STACK WM C UNDERGROUNDg <jDETENTION SYSTEM 2.00' COVER / / 10-YR HGL 75 LF OF STORMTANK MODULES / — / (MODEL#2524) / F1O-YR WATER ELEV: 534.93 — -ARRAY =WID=2'•TALL 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% -00 (V " RCP @ 1.26% 45.27LF OF 18 DIRECTLY ABUT SD-2 TO _ SYSTEM PER DETAIL 7/C7.8 @ 3 96% 36 GMP ENCASE STONE AND MODULES WITH X. LINERS PER STORMTANK DETAILS 50.00LF OF 4" PERF. SCHD. 40 PVC @ I 1.00% PROVIDE DEBRIS ROW AT INLET 12.54LF OF 4" SOLID SCHD. 40 PVC @ 2 MODULES WIDE, 30' LONG 1.04% SEE SHEET C7.7 FOR 3.60' CLEAR UNDERDRAIN CONNECTION EX. 8"PtCCROSS/NG(X1-OUTFALLJ NOTE: ALL PIPE AND STRUCTURE CONNECTIONS SHALL BE WATERTIGHT. 0+00 SD-1 TO SD-6 O H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 0+50 1+50 2+00 2+50 3+00 3+50 4+00 4+50 555 550 545 540 535 530 5+00 W 0 z a Z W z J N W z W = z �_ J J > O Q LLB z O (f)0 J w lyz< J ODO W —i Q i 0 TH OF-r 02/0002> r� l DANIEL C. HYER a Lic. No. 45596, /ON AL APPROVED DCH I SUBMISSION N' 5 1 1 PROJECI 1903600 1 T H E W 0 R K O F L I N E + G R A D E C6ml 55 54 F N V O rn omo N r r r � U) M M W M coO O V I - In In r �O �� M II=u7ZZU 1+ + (OIn r-u) MM ZZZ N=u)ZO 0 cn��>>— �U) FEZ z PROP. GRAD / (2) PROP. 4" PVC CONDUIT CROSSING 5 PROP. 6" PVC PROP.GAS (16-C/0-1) CROSSING CROSSING ROP. 2" COPPER W/LCROSSING EX. GRADE 540 PROP. 15" HOPE CROSSING (13-14) 5_� II �52.514LF OF 6" SDR-26 PVC @ 2.07% 20.49LF OF 6" SDR-26 PVC @ 5.52% 45" VERT. BEND 52.00LF OF 6" SDR-26 PVC @ 100.00% EX.8"PVCSAN/TARYSEWER - 550 545 540 535 0+00 0+50 1+00 1+10 O1 PROPOSED SANITARY PROFILE H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 m c-I O i U pcl 0V ch u) u) Ld �F u)Z cI - 00> 550 PROR GRADE (2) PROP. 4" PVC CONDUIT CROSSING VVV I 0. BMPA 545 540 PROP. BUILDING i V O U (NO r N OOV OF- MU I� V cq O I I WMF LO J U oM31"�n� ozg> (O O _i Z) U CO Ft z - ` I 0 a 550 540 � 0 = > M>U)�zz _ EX IGRADE OF 6" PVC @ v V�L28.62LFU 10-YR HGL M 32.31LF OF 15" HOPE @ 0.59% ri PROP. 2" COPPER W/L CROSSING GRAVEL FLOW SPREADER SEE 1/C7.6 FOR DETAILS 545 535 540 530 56C 555 55C 545 560 555 550 545 0+00 0+50 1+00 1+15 O2 WATERLINE A PROFILE H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 00 m N I+l m co (n� 0 (n� w 66 rV UU� M 0? I� M 1-w OO} 'tMjNUS � } OnnMn+ M O _1 p (n pr n n Z) II o _1 mIn Z Z0(ZOMVMM ?cy ¢ ?_=uo i Yco a06r2>>> cSpnaooae0— K ?? 3:EK K PROR GRADE EX. GRADE — 2.77'COVER :7TAI21 10-YR HGL ��G �1 60LF OF 15" HOPE @ 0.62% 33.44LF OF 15" HDPE @ 1.02% 540 545 535 540 BMPB 530 535 O 11 6 j � � In I,- W O(00. F_ 0) + (0 co + M to 0)u) O�VM04 _ (0 Oj m � II F In Z II _1O AO > O0mtnZp n� �? 0 (noEK 1 PROR GRADE 2.00' COVER L 10-YR HGL OF15"HOPE @5.01% GRAVEL FLOW SPREADER SEE 1/C7.6 FOR DETAILS 545 540 535 m p N fn X O Lo O :5 (o (o M M O 7 V V M � N (om n (V +_ In (47 u) Ijp�u7ZZU II J;rZ) it --O 0)m In0 n>IrZZZ 0oFz PROP. GRADE � q.1 g5, � 10-YR HGL �Q �Q OF 15" RCP @ 4.20% 5. 0+5C SD-18 TO SD-19 PROFILE O H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 550 N ci I� O O + M Lo o00�r ci m In 0 M :� > M Ei E Z 545 545 EX. GRADE1540 540 535 535 GO 15 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. co Lu O- d In fn c-I ¢ 0 (n b H U U N O1i O+� O � �� �- �M cif¢ NOD NOp rnm MO OOQ� NV q 0) �U� a+oo�nml(o 0) O �Fmz oJIN�� Mm�z� 'iN°)r')`n Ilgv�� il<Fv!n� Oj N �Z p0? �o�zz pC, U)>D?? paD~�» '�3:EzZ PROR GRADE / BMP A 7.97' COVER EX. GRADE PROP. 1" GAS CROSSING 3.08' CLEAR 61.1OLF OF 15" HOPE @ 0.61/° 2.00' COVER /50.86LF OF 15" HOPE @ 0.61% HDPE @ 1.14% — — — 73.65LF OF 15 — — — / 10-YR HGL r / 1.52' CLEAR I/ OUTLET PROTECTION PROP. 6" SDR-26 SEE 1/C2.5 FOR DETAILS PVC CROSSING (EX. TO SS-1) 0 z ttJ Z Z W z J N W z W = z (3_ J J > O Q LLB z O �o o F_ J Lu Q 550 z J O w m Q 545 TH OF G 540 o1�00o2> U DANIEL C. HYER a LIC. No. 45596, _",TONAL pw- APPROVED DCH SUBMISSION N' 5 PROJECI 1903600 535 THE WORK OF LINE + GRAD 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 5 H: 1" = 20': 0 20 40 6 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 C6m2 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL It9 #88 STONE I ACAS Z STABLE SOIL OR NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 i1 TD-2 (DUCTILE IRON PIPE INSTALLATION) U PIPE SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX NOTES: (1) 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 A PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF W.W. FEE W.W. BEND L H T L H T 90 2.50 Z50 3,11 0,24 4" & 6" 45 zoo 2.25 2.80 0.15 200 2.25 2.5D 0.15 22 1/2 1.50 2.00 152 0.10 111/4 1.50 ZOO 150 0.10 90 3.68 3.16 3.21 0.48 9" 22 1/22. 1. 6 7-15 26 0. 3.16 2.91 2.88 0.32 111/4 1.66 MIS 2.67 M13 90 4.83 183 3.42 0.83 10" & 12 45 3.33 3.58 2.95 0.43 3,6 4.00 2.83 0.52 221/2 2.33 Z58 2.6 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : 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 FIG,,WW-3 TI)-3 O TD-3 (CONCRETE THRUST BLOCKS U METER SR 7RIII'1SIIN A ...MENSH N D DIMENSION C 1 1/SI 3'1' 5'0• 3'e• 2" 3'1' 5'0• 5' N1N 4" 5' MW. 1E' MIN. 61 MIN, WA THAN. 4' PRDPDSAL.S WILL BE SUBMITTED. DOOR BITES r------T I I I I I I I I I I I I I I I I LIFT HANDLE L - - - - TYPICAL METER VAULT N.T.S. FIG W-7A SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH '4• X 36, 1LUMINUM ACCESS HATCH TD-14 TD-14 (LARGE METER VAULT) NOTE: HYDRANT MUST BE EgUIPPE➢ WITH CHARLOTTES- VILLE THREADS WHICH IS 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 8' MIN yl2' lO 10' (2701 ALVE BO% 7 CU. FL g66 STONE 18'-22" 42"MIN 6'" GATE •,.1 VALVE EEx 8" 2500 P.S.I. CONCRETE Ik BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED DR EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED (BLADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. A THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. & FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED 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 1' COMPRESSION K 3/4' MALE PIPE CCe'LRG� CR APPROVED MA, 1• TYPE OR, sMWT cDPPm 15A5 ROM NO SY,E,ATm MTTeIGe DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 3B' MIN, 1/8 BEND COUPLING / S� /` y ,• I TEE CO7 O❑ FOR USE ON ATTACHED SINGLE FAMILY REMDENTAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2, R MMPRESSION a 3/4' MALE PIPE COUPLING PPROWO EWAL -OR USE ON DETACHED SINGLE FAMILY tESIDENMAL SERVICE WERE AN IRRIGATION METER IS NOT PROVIDED. MR LID -FRISHED GRADE `CORPORATION STOP - j �awq[ As 4L DL. NECESSARY SAND DR DUST UNDER T; ti - z�"� 4 DIAMETER GRAIN PIPE, t2' BOX AND SETTER (2-INCH �;�1 f`• LONG STONE POCKET, V➢DT MINIMUM THICKNESS) Y'^ N OCvC- 'P-\'+. SPEC 2A N0. 57 AOOREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) HIS FIG. W-6A TD-8 TD-10 OTD-8 (FIRE HYDRANT ASSEMBLY) O TD-10 (SERVICE LATERAL) r. ® y_ 44" MIN. B" MIN. 47. e• MN. ° 4 3r e • ••i .A 19 MIN. " I-••--17.r i .i TII I� 111T f1111 II Si MN. I 11TT WNGNUT LOCKING ASSEMBLY 1Y1MN. + • w . •: T 1 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-Ib TD-15 (1.511 METER VAULT) SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALT_ HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION VICE LATERAL 45.0'0" IN LINE WYE-TEE PLAN VARIES MIN SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 VARIES WATER MAIN-J M.J. FITTING L/ C DIP RESTRAINED JOINT FITTINGS VE BOX TO METER BOX (SEE FIG. THRU W--7E). 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: - GATE VALVE WILLBE40 UNLESS OTHERWISE SPECIFIED BYTHE ACSA. - SERVICE LINE TO CONNELTAT MAIN WRH)(')W TEE • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE • REFERTO FIG. W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESIRAINEDJOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. `• USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG W-BC IIY-12 OTD-12 (LARGE METER SERVICE LINE) REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI EMBEDMENT 8"MIN INTIAL BACKFILL' (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE OF PIPE O BY HAND OR APPROVED MECHANICAL TAMPER N0. 68 STONE - _ HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. S-3 TD-33 TD-34 OTD-33 (LATERAL CONNECTION) 10 TD-34 (SEWER PIPE TRENCH) W z J N W g W z V J =z� J O pi LZ z O Q (n U _j LEI ~ �zQ LL LL �pYTH OF GJ Pp 02�0512021 V` r DANIEL C. HYER a LTC. No. 45596, APPROVED DCH SUBMISSION N' 5 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C63 DI-3A, 38, 3C FOR DETAILS OF INLET EXPANSION JOINT . 1 _ `r ����Irrrrrrrrrrrrrrrrrrrrr rrrrrrr. mmmmmmml ' .I.rrrrr.r.Irr.rrrrrr.rrrrr.rrrl �, IY.•I.rrrrrrr.�rrrrrrr.rrrrrrrrr rrl � _ ■--� rrrr�u urrrrrrrrurrrrrrrrrrrrrrrrrrr.mm BARS BAR Or I SUBBASE HARDWARE a - CLOTH z "' BARS F WEEP HOLE. o SEE NOTE 8 rr SECTION A -A IV MRA. L-VARIABLE - MAX. 20' r KEYED CONST, JOINT 2'-10" 2" WARPED GUTTER "• 2'_6„ 18�B g•• 3•_0•• 2" APPROACH iv BARS A GUTTER N I- -------------------- --- � r e s c I I 0'- BARS BARS B E �a iV *3" DIAMETER F - " BARS E WEEP HOLE FRONT ELEVATION BARS F 8" 1'-8" " 8BARs B - - - - - (GUTTER REMOVED) I 3'-0" 5XI/4' BENT PLATE Ll SECTION B-B R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. v _ L2%2"X21/2"XI/•" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 ! CG-S STANDARDS.GALVANIZED TYPE 4 TYPE B I/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 'I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APPR.PAVEMENT DH3A , � DI-3B L DI-3C L - WARPED PAVEMENT x I FLOW FLOW I FLOW.' 1 1 1 DETAIL WHEN USED T T R FOR USE ON GRADES ADJACEN O CU B FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL �VDOT 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 �9 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. I I SHAPE TO CONTOUR I I OF PIPE I I I I I I 9 SLOPE TO DRAIN TO INVERT SECTION A -A OF OUTLET PIPE METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED '/ / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE'.' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE V OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ° PURPOSES ONLY. EACH MANHOLE DROP INLET IS TO BE SHAPED �- - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VDOT STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS 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 bP�IGOTENDET END -SECTION i X ---w CONCRETETO BE _ JJJ 4000 PSI MINIMUM PLAN \ \ !•72L91Lei T�:Q:� 1�►l�Tll�.7 END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 41, 2'-0" 2'-0" 4'-0" 2'-0" 15„ g„ 2,_3„ T_91. 4,_0„ 2,_6" 18„ 9„ 2,_3„ T_9„ 4,_0„ 3,_0" 21" 9 „ 2'-11" 2'-l" 5'-0" 3'-6" 24" 9 „ 3'-7" 2'-6" 6'-1" 4'-0.. 27" 10 „ 4'-0" 2'-l" 6'-l" 4'-6" 30" 1'-0" 4'-6" 1'-7 6'-1 5'-0" 33" T-11' 4'-101 ' 2'-31 ' 7'-1 5'-6" 36" 1'-3" 5'-3" 2'-10 „ 8'-1 „ 6'-0" 42" i'-9" 5'-3" 2'-11" 8'12" 6'-6" 48" 1 2'-0" 1 6'-0" 1 2'-2" 1 8'-2" 1 7'-0" 54„ 1 2'_3„ 5,_5„ 2,_91 „ 8,_21 „ 7,_6„ 60" 2'-11" 1 5'-0" 1 3'-3" 1 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 - - - _ LLL I_ - _ _ _ - _ - _ _ .W J 4000 PSI MINIMUM L_ PLAN _ SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 4'-l" 6'-1" 2'-0" 15" 6" 2'-3" 3'-10" 6'-1" 2'-6" 18" 9„ 2'-3" N-10" 6'-1" 3'-0" 21" 9" 2'-11" 3'-2" 6'-1" 3'-6" 24" 10" 3'-7" 2'-8" 6'-3" 4'-0" 27" 10 ' 4'-0" 2'-1 6'-1 ' 4'-6" 30" 1'-0" 4'-6" 1'-7 6'-1 5'-0" 33" T-1 4'-101 ' 3'-3 8'-1 5'-6" 36" V-3" 5'-3" 2'-10 B'-1 „ 6-0" 42 1'-9" 5'-3" 2'-11"„ 8'-2" 6''-6" 48" 1 2'-0" 6'-0.. 2'-2" 8'-2" 54" 1 2'-3" 5'-5" 2'-11" 8'4" 50.11 2'-6" 5'-0" 3'-3" 8'-3" 1 8'-0" PAY LINE c B NOTES( PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL REDUCED BY THE DIFFERENCE IN DIMENSION "D". 0101,011:1I111 SPECIFICATION ROAD A FLARED END SECTION `VDDT AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 O ES-1 RISER DIMENSION I.D. O.D. A B C D E 24 30 31 28% 7 11 27 36 44 45 41 z 13 19 40 48 58 59 54 13 21 53 60 72 73 67 17 28 66 72 86 87 80 23 35 79 84 100 101 931/4 25 39 92 96 114 115 1061/x 22 38 105 " DIA X 6" LG. ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA B-C. LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING I SEE NOTE 2 1- STI 7 c RISER O.D. I SWM-DR LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE 1 2" WIDE X /4" THICK STEEL RING BOLTED TO RISER RISER DIMENSION APPROX. I.D. O.D. A B C D E SEGMENT WT. (LBS.) 24 30 30 6 7 10 27 15 46 36 44 42 g 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 1 107 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" 1N DIAMETER AND LARGER SHALL HAVE A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' X 2' CLEAR OPENING. SPECIFICATION STORMWATER MANAGEMENT DETAILS TRASH RACK �VDOT 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 NOTE. FRAME &COVER THE TOP OF MASONRY IS TO 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. r 2'-0" t%iiiiYl�ll.■ G m mm�■ ' , - I//%%ice �� � ' �, • � -� '- i • - mfUzzzl '.j�.l�l�r� Emmm _ . DIAMETER=-4'•8"+(2 x WALL THICKNESS) _I SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW MH-1 B HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES+ 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE 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 - 0.582 ERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION O M H-1 z a 2 n p iV m 2,-7„ 91/„ 4'-2" DI AAI (GRATE REMOVED) 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 06.01 I/2 SECTION CAST IRON SECTION STEEL NOTES 2'-7" LUGS TO BE CAST WITH 1'_31 L 2'/i' x 21/z' x I/4" 1, DEPTH OF INLET (H) TO BE SHOWN ON COLLAR 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-lA B B 2. THE DA DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS \A WILL BE MEASURED FROM THE INVERT OF J /� CAST GALV. ONE WELDED THE OUTFACE PIPE TO THE TOP OF THE E i. IRON STEEL JOINT STRUCTURE. PLAN F DIMENSIONS ARE I APPROXIMATE ONLY FOR ESTIMATING 86 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONAL 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE BRACE RIBS 3 LBS I TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS CONNECTORSINVERT IS TO BE SHAPED IN ACCORDANCE i 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 /Z' x 1%2' x 4"J I %y" x 4" STRUCTURE. LUGS 1, I „ STUD SHEAR 4. IN THE EVENT THE INVERT OF THE �..Ir�?� CONNECTORS OUTFACE PIPE IS HIGHER THAN THE SEE DETAIL A+ BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRn�� URNISHING AND UPLACING ALL MATERIALS CTURE. THE COST OF F INCIDENTAL L COLLAR DETAIL I " MIN RAISED TO INLET SHAPING IS TO BE INCLUDED 2/ L€TTERING IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO 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 IN -PLACE. 4'-2" HARDWARE 2 6 7. #4 X 8" SMOOTH DOWELS AT CLOTH 1'-3" SEE DETAILS APPROXIMATELY 12" C-C TO BE I_ 2'-7" _I I PLACED IN ALL AREAS ADJACENT PR 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT �068, N78 OR - SETTLEMENT. IN LIEU OF DOWELS IM w W 1L712" > _ NB x 8" WIDTH A 2" STANDARD NOTCH MAY BE PROVIDED. a s u a .e N_ SEE STPNDARD T-DI-3, 4 FOR a a a a-3" DIAMETER ALTERNATE DESIGN.}IAR SWEEP HOLE EE NOTTE 8 m / 6. 3" DIAMETER WEEP HOLE WIT 12"X12" zz z z PLASTIC HARDWARE CLOTH 4' MESH 33 53- WI GA IAMETE D STEEL WIRE MINIMUM 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMB9R 4 MESH ,MMINE HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. ' p o p . 9. CAST IN PLACE CONCRETE IS TO BE O1 'p > > p • CLASS A3 (3000 PSI). PRECAST 00000000000000� CONCRETE IS TO BE 4000 PSI. SECTION A -A it/z +il� �F+ --'� tjt 10. ANY ALTERNATE METHODS OF ANCHORAGE CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B I I I I-li♦iIF MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12 112 12 11111111 12" CONCRETE PIPE - 1.440 CU. YD_CONCRETEAPPROXIMATE WEIGHT 15" CONCRETE PIPE - 1.528 CU. YD. CONCRETE P/�' I �'�' CAST IRON 11. DUMP NO WASTE DRAINS GRATES. LOCATION N ALL DI WATERWAY 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE IF -�I GRATE 363 ± 18 LEIS LETTERING IS REQUIRED LETTERING MAY 24" CONCRETE PIPE - 1.817 CU, YD, CONCRETE SECTION C-C SECTION D-D VARYBYMANU ACTURER. ADDITIONAL COOTDOFEDEPTH. GRATE DETAIL `VDDT STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET ]:OF 1 REVISION DATE 12" - 24" PIPE) MAXIMUM DEPTH (H) - 101 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 W z J N W g W z = Z 0 J > 0 H Q W Z H Z:) O 0 J Lu < J ILL r Z Q /0w L - m N J I..L Q I 0 z Z w J �P� TH OF G J �Gy 0210512021 'Z' DANIEL C. HYER I Ic. No. 45596. M_'IONAL 'D'- APPROVED DCH SUBMISSION NO. 5 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C6m4 I ENTRANCEINSET 1" = 20': 0 20 40 o 4 r,� R 0 ff 7I.I' PROPANE TAN( I _•-.- •.. � I . cl) LANDSCAPE LAYOUT AND MATERIALS PLAN 1" = 20': 0 20 40 i W n I z Q uj z W� �o v � Q �Q zz Cn J Q N � W Q W =z� Q J 0 w z z O �o Q J Lu or z_ Q O N0 m J LLJ L.L Q Q U 0 Q J MATERIALS LEGEND: �, TH OF G J PROPOSED ASPHALT (36,499 SF) .Q �O a PROPOSED CONCRETE (25,473 SF) 0 0200002> v v v v v U DANIEL C. HYER a v v v v v PRESERVED LANDCOVER (2,400 SF) Lic. No. 45596 ® STREET TREE PLANTING STRIP (5,912 SF) A ?� d� PROPOSED MANAGED TURF (22,292 SF) �IONAL INTERIOR PLANTING AREA (8,218 SF) APPROVED DCH EXISTING LANDSCAPING SUBMISSION N' 5 PROPOSED STRUCTURES (11,646 SF) PROJEC I 1903600 PROPOSED PAVER SIDEWALK (2,008 SF) T HE W OR K OF PROPOSED BMP FILTER (1,718 SF) L IN E + G R AD E MILL AND OVERLAY AREA (7,458 SF) C8mO Comma l ion Plan Checklist -'1'o he placed on Landscape Plans Q l and book, pp 111-2H4-111-297 for complete specifications) I hr fall.... in, items shall he sit awn an the elan: I ees le is vn cd. ® Limits of clearingoutside dri line of trees to be saved 1 P 1. ® Locator. and type of protective fencing, 0 Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. ALrkinei: 0 All trees to be saved shall be marked with print or ribbon At a height clearly visible to equipment operators. 0 No grading shall bept, umrl the true m;nklng has been inspected and approved by a County Inspector 3. Pm('ormtructiun ('on(rrence: ® Tree pnscrvation and protection measures shall be reviewed with the crommencron site. 4. Emolument Operation and Storage: 0 Ileavi equipment, vehicular tmitic and storage ofconstruction materials including soil shall not he pcmmual within the driplines oftrees to be save) 5. Sue Emxioa apd Stormwater Ilelodop Uevkes: ® Such devices shall not adversely affect vets to be saved o. iiw. 0 Fins are tint permitted within too feet ofthe dripline oftrees to be saved. 7. Toxic MAttrlah: 0 Touc materials shall nm be stand within 100 feet of the dripline of trees to be saved. 8. Protttme Feacf■a: 0 frees to be retained within 40 feet nfa proposed building ar grading activity shall he protected hp fencing. 0 Fencing shall be in place and shall be inspected and approved by a Couny Inspector poor to grading or constmction. 9. Tree Wells: 0 When the ground level most be mised within the dripline of a tree to be saved, a Dec well shall be provided and a construction detail submitted Gx approval. 10. Tree W alb: 0 When the ground level must be lowered within the dripline a nee to be saved, a tree wall shall be provided, and a construction detail submitted for approval. 11. Uireaehinn aad'1'unaelinn: 0 When tnnchmir is required within the limits of clearing, it shall be done ns far away from the trunks of trees as possible. Tunneling under a ]urge tree shall be CDmidered as an alternative when it is anticipated that nec ssary trenching will destroy feeder room. I L 909■R: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Do mad Treta: 0 Damaged trees shall be treated immediately by pinning, fenilirmion or other methods recommended by a tree specialist. NOTE: IT IS TILE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQI'IRRMENTN. BIORETENTION ERNST SEEDS- RETENTION BASIN FLOOR MIX -LOW MAINTENANCE PLANTING AREAS: ITEM NUMBER: E SEEDING RATE:20-40 0-40 LBS PER ACRE MIX COMPOSITION: 20.0% PANICUM CLANDESTINUM, TIOGA (DEERTONGUE, TIOGA) 15.0% PDA PALUSTRIS (FOWL BLUEGRASS) 20.0% PUCCINELLIA DISTANS, FULTS (ALKALIGRASS, FULTS) 10.0% CAREX VULPINOIDEA PA ECOTYPE (FOX SEDGE, PA ECOTYPE) 18.0%ELYMUS VIRGINICUS,'MADISON' (VIRGINIA WILDRYE,'MADISON) 1.0%CAREX SCOPARIA, PA ECOTYPE (BLUNT BROOM SEDGE, PA ECOTYPE) 15.0%AGROSTIS STOLONIFERA(CREEPING BENTGRASS) 1.0% JUNCUS EFFUSUS(SOFT RUSH) r rl •a / rll All a. tiny / r �.0��� . �i 1�-IIIIIIIIIIII� I .1..K III #� may/ R 11 Jill -\ �1 4. /wI IN 10 , r �, �/' � ���/�� Its l��`O �__________���_• . all r �l e _- r ■_r , "a MUM • )� ' 'dal tkpy' l�1 _II - - • �==�` ° x� I � ill �'mmi MAIIIIIIIIIIII mmmi- I- " io_: - - -- - --- _i mi mi mmi umi - - - - - 6iA �� �e1,•�!A`1'I/,l� � �� I>01 D D �6'_ti,i N rI ■ I! yo 1 ►�,/'°I■_ � �iw �ir__r+✓ �_oni�ri��l_�ni ni .--r�CS-IJG_II_I m AN 111_ VIP 10 lr ID aaaa .ial■ � w-----air- _-- .. ��.,�•I/� -- - - - I f 'I ♦ T : aa��i so -. vfill o�III Olt. LANDS N F COMMONK'EAZTH OF 111ROINIA DEPARTMENT OF TRANSPORTATION P10.' OJ200-00-00-OJ880 TAX MAP.' 92-399 ZONE.' Cl COMMERCIAL T 5AIZIONK R/P RAP 7'7 A 7 It)c� \' ° p I ° 6 �• 'Will V A, ° GTI v LIIIIIIIIL�1'. �tlllll�lll�ll � IIHIIIIII ' 'llll'lllll'� ■I■I1u1111111� @ '1' OOP O/t \1I l�� ,��_1rc,�C:OrO� t `IWI 1 I11fL��� u►Y�.} ��� O o 1i�I O �ji 1 I, 1 t I � II vlIf i aAit rra:- ��oe= PLO ]LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE ONE (1) LARGE STREET TREE SEMINOLE TRAIL U.5 RTE 29 SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF STREET 275 LF STREET FRONTAGE FRONTAGE. ZONING 1150 X 275 =5.5 LARGE TREES REQUIRED (PER ZONING) 32.7.9.5 SHRUBS ALONG PUBLIC 1/35 X 275 =7.8 LARGE TREES REQUIRED (PER ARE) LANDSCAPING STREETS. WHEN A PARKING 8 LARGE TREES PROVIDED LONG STREETS AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE ADJACENT TO PARKING = 59 SHRUBS PROVIDED FROM AN OFF -SITE SINGLTREET ..SHR SHALL IN A ^+" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE E LAN SINGLE ROW PLANTED FIVE FEET E REQUIREMENT ON CENTER. AIRPORT ROAD I RTE 649 LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE 330 LF STREET FRONTAGE (USABLE) COMPLIES CORRIDOR STREETS SHOULD ARCH. REVIEW INCLUDE THE FOLLOWING: 1/50 X 330 =6.6 LARGE TREES REQUIRED PER ZONING ) 1/35 X 330 =9.4 LARGE TREES REQUIRED (PER Al BOARD DESIGN + 9 I.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 ZONING CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES OR INTERIOR PLANTING AREA COMPLIES 32.7.9.6 SHRUBS. 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 3z7, 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 TREE 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 (101 10,252 SF REQUIRED CANOPY CANOPY IS TEN (10) PERCENT. (34%) 23,614 SF PROVIDED TREES IN OFFSITE PLANTING EASEMENTS ARE NOT INCLUDED IN THIS CALCULATION. LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL 1 HT, CONT. CANOPY TOTAL SHADE TREES GD 11 GLEDRSR TRIACANTHOS INERMIS TXORNLESSHONEYLOCUST 317C CAL71418' 1+8 541 EACH 5941 NS 8 NYSSA SYLVATICA SOURGUM OR TUPELO 31TCAL11416' B+1 181 EACH 1448 RA 11 PLATANUS OCCIDENTAL* AMERICAN SYCAMORE 3ireca.t11-16' Ill 1475 EACH 16M SUBTOTAL: 30 TOTAL 23,614 ORNAMENTAL TREES CC 11 CERCIS CWDENSIS REDBUD 2V2r GAL/8.10 1+11 CIF 7 CORNUS FLORIDA DOGWOOD 211121CALJFIO 1+11 SUBTOTAL: 18 DECIDUOUSSHRUBS AAB 1p ARONIAARBUTIFOLIA'BRILLIPNTISSIh1A'DCHONEBERRY 34'HT 88RAEAD ILS CAN CA 48 CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 34'HT.LSPREAD 16 CAN SUBTOTAL, 192 EVERGREEN TREES AND SHRUBS PIS NI PRUNUS LAUROCERASUS'SCHPKAENSIS' COMMON CHERRYIAUREL 34'HT. IF SPREAD 05 CAN TBR 47 TAXUS BACCATA'REPANDEW SPREADING ENGUSH YEW WWASPREAD 05 CAN TOE 10 THUJA OCCIDENTAUSTMERALD GREEN' EMERALD GREEN AR80RVITAE 56 HT INS SUBTOTAL: 87 ORNAMENTAL GRASSES PAN 77 PENNISETUM ALOPECUROIOES'HAMELN' DWARF FOUNTAIN GRASS IGAL, CON. PVS 55 PANICUM VIRGATUA'SHENANDOAH' SHENANDOAH SWATCH GRASS IGAL, CON. SSTB 43 SCHEACHYRIUM SCOPARIUM UTILE.BUIESIEM 1GAL. CONT. SUBTOTAL: 175 H a 0 fFFC7 w W € 8G io rA LLS WCEryi5 zu�q W (7 U 6 � A 25 a QJc Ly, w R Vnt ��� m fD 0. !sti� 0..,Aq�W7 �s C/J REVISIONS REV DATE COMMENT DRAWN ar cxacaED BY 1 8/1712020 COUNTY COMMENTS AR RY 2 8/28/2020 COUNTY COMMENTS AR RY 3 10/2672020 COUNTY COMMENTS AR 4 11.23.2020 COUNTY COMMENTS AR 5 101.20.20211 COUNTY COMMENTS AR i& Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION -HIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE PROJECT No.: V198402 DRAWN BY: ATR CHECKED BY: RTY DATE: 02114/20 CAD I.D.: P1mII( I FINAL SITE PLAN FOR am r PROPOSED DEVELOPMENT ROUTE 29 8 AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA BOHLER/ 28 BLACKWELL PARK LANE, SUITE 201 WARRENTION, VIRGINI.A. 20186 Phone (540)349-4500 Fain (540) 349-0321 VA@BohlerEng.com T �` I, • GENERAL NOTES: 04 0 10� 1, THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. < �2Q 0 01-20-2021 O :.SON �„_, 2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE SPECIFICATION #2.C., UNLESS PLAN. G�N SCq PE AR PROj _ OTHERWISE STATED ON THIS t Q •-...., 3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR SHEEN' TITLE: \ 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). 5. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. LANDSCAPE - -N55.40'18^W 6,y 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 PLAN EXISTING AIRPORT OVERHANG. - SIGNAGE LANDSCAPE 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 6' FROM THE BACK OF RETAINING WALLS (IT FOR SHADE TREES) TO •1 PLO Seoul 54 r 0, J3, TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. REB4R FOUND SHEET NUALBER: H. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTABNEDAT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT 891 20 10 5 0 20 9. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS _ -20 1 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. REVISIC)N 5 - 01.20.2021 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH 6" THICK LAYER OF TOPSOIL OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH -THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OFTHE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1%-, WHICH HAVE NOT BEEN COMPLETELY CALLUSED. SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NA-URAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED INCLUDING ORGANIC MATERIALS BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (B.) ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"t). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SETOF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWEROR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON', ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIATOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME -21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL)AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER %" CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL THE POINT AT WHICH THE ROOT FLARE BEGINS IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A %" LAYER OF HUMUS RAKED INTO THE TOP 1"OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (61 DISH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF WRAP TRUNK ROOT BALL PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN OR TWICE THE WIDTH POORLY DRAINING SOILS. OF THE ROOT BALL; WHICHEVER IS 4" BUILT-UP EARTH SAUCER GREATER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED PREPARED SOIL FOR HARDWOOD MULCH TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" PART COW MANURE 3 OF WELL -COMPOSTED LEAVES PARTS TOPSOIL OR RECYCLED YARD WASTE TO BED AND —III— =III=I PREPAREDLL SOIL. TOP 6" OF 11 �111= 11=11 �111- I— - -III—III— _ _ _ _ -I 4-6" DEEPER THAN ROOT BALL I UNDISTURBED I— — — SUBGRADE —I III— I II III I �— —III-� - REMOVE THE TOP 1/3 OF THE WIRE BASKET —III—� I I— IF PRESENT. ANY AND ALL TWINE SHALL BE DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUN BACK INTO PLANTING HOLE BASE OF ROOT BALL DO NOT STAKE OR WRAP TRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 19S8 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER 0o p o SHALL BE PURCHASED. DO NOT PRUNE o TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL 0o SET ROOT BALL FLUSH TO GRADE o OR SEVERAL INCHES HIGHER IN 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 III— —III— AND TILL INTO TOP 6" OF 1=I = 1 I=III=III- PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 113 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 8-12" REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL 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 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. MINIMUM 6" TOPSOIL SUBSOIL :I I II 11-I I I I I -I I I -I I ICXISTING TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE 1/2" DIA. 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 213 TREE HT: 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND SO OU BASE OF ROOT BALL 00 .1 vu 1, o ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. -REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE -SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10%- KENTUCKY BLUEGRASS SEED 1.1.3. 10% - ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME, AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,C00 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT OAT OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGEAT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYINGOR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. T LLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE POLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85%OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECTS APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS DER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE CCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND 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. W =J O Im C7 z W W W ua a w zW wc�� �a Fw�71Awz �a�aaac�° 05 Rz� UQ 0UF P. �10�a n > 7 F U W cn REVISIONS REV DATE COMMENTDRMN BY LHEMSEIXED BY 1 8/17I2020 COUNTY COMMENTS AR RY 2 8/28I2020 COUNTY COMMENTS AR Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAW NG IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOJ UMENT UNLESS INDICATED OTHERWISE. PROJECTNo.: V198402 DRAWN BY: ATR CHECKED BY: RTY DATE: 02/14/20 CAD I.D.: PROJECT FINAL SITE PLAN YOR PROPOSED DEVELOPMENT ROUTE 29 & AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA BOHLER 16 BLAUX W ELL YARN LA1Nh, 5 U 11 h 401 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax; (540)349-0321 VA@BohlerEng.com r� 'LN09-09-2020 4 PE AR,( SHEET TITLI,. LANDSCAPE DETAILS SHEET NUMBER: C8■Z REVISION 2 - 8/28/2020 0.0 00 0o a 0o 00 an bo b.o 0o bo DO bo ono 0o -'bo bo b.o b.o 40 b.o bo oA ; 'u0 0.0 bo 0.0 on bo bo 0o 00 0.0 0o no on 0.0 b0 00 0.1 01 gar ' O.o ao bo 'On 100 0.0 0.0 b.o uo on on , a0 0o 6. on no 00 on b.o b.0 b.o 'DO b0 bA 0o 00 00 b.0 0a ISO To 0.0-=' b.0 b.o on bB bB go 00 00 a as 00 oa 00 00 0.0 00 00 of 0.1 01 0, 01 0n Ono _ 0.0 bo oo n -90 to o0 00 an do 00 OD On ba 0.0 0.o b.D b.o aD liM no DO b.o b.o bo b.o b.9--"/b.a bn bnn long oo .ryb,.9 bD oD aD 'Do OD oa 00 0.0 b.D oa DO 01 al' 01i 01 02 02 _ -o+ 01 long '0' no b.D 00 00 00 Oo OD 00 00 ao 0.0 oa 00 0.0 go b.0 b.o 0o 00 0o bo ba b.o bud 40 0.0 ITO bo bon 0.0 5.0 6.0 P.o bon o0 ao on on no 0.0 0.0 0n 0.0 01 01 01 02 02 a3 0.4 02 0.1 o.1-'o.f Ono 00 oD oD 0.D 00 Oo Oo uo bD long on ua Oo bo bo T ,: b:o bo bo ao ho ITS 6.0 bo j u.o long ITS bB b.o long bo u.p bo h0 oa long on oo bo 00 00 01 D+ a+ 02 63 b4 49 us -bs oa �b.x +b1 bo oD oD o0 80 00 00 00 00 b.0 b.0 00 00 bo .�� b.o 0.0 o - '. 0F Inn bo 0o b.0 6.0 b.o 0.0 0.0 b.D ox b.o bD bo �• �... long ba oo ho long uD bo bo bo 01 b+ 62 03 os ue I ie z 07 *04_ 2bt .loon bo ba oa bo 00 00 0 red loonard associates 1340 Kemper Meadow Dr. I Cincinnati, OH 45240 1513-574-9500 www.redleonard.com 00 00 b.0 00 a0 oD oo b.o v.a ao' 0.0 bo bo do oo 4.o bI, Imo. b.o bo bo b.o bo ono $0 - 0.0 bo Oa 00 Oa D.0 00- o0 0o a, a1 0.1 O2 04 09 ;1 i� 2.5 23 ;6 b8 11402 00 00 0o ao ba oA 0o ' BY OTHERS ARV , i - - / I ILLUMINATION ASSOCIATES IS NOT N^ ' /�10 i3 ;.9 '2 '2.3 25 0.9 201 00 00 DD 0o jl.o uo bD FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING 0.0 00 00 00 00' 00 Do 'T b.0 bun b.0 0.0 b.0 00 00 9:In ba b.o bo --'Ono b.o ,/b:o b.o o.o 00 0.0 0.1 01 o1 b.1 of o1 C1 01 01 0.2 03 05 / I AND DOES NOT RECOMMEND THESE LEVELS FOR 0ln' , ,k3 . SECURITY AND SAFETY REASONS ono blonb.o o o o long boa bo '2 4 oN 0 00 oD 00 bo b.o one, bob.0 0o oo / 29 1602 IDA 00 00 bo 0o b.o b.o bo as 00 bo 00 'oo 0.0 long op long u.o uo /b:� u.o b.D h.a nA- bon __ o_o 00 / long 01 'o>- of -b.1 b.1 b, a.1 at of of a1 a, on 01 ,o.z D3 axt Ds �"1e 28 2e 29 14 07 az hlo.l on oa ao 00 lung bD ono 0.0 00 on 6.0 0a ua o.1 oI of i1 / i� 4 b.0 00 'D.0 on b.0,-�bA bn b.0 b.o b.a bA bun b.0 bo \ b.1 02 _ O2 R.?� 0_ �2 0.0 00 ..1� JL2: O.2 0.3 04 Ob; 11 18 ]8 23 11 0.1 ' at 0104 0.0 0.0 0.0 OA b.0 "o On oa no Oo on 00 0o a0 0o b4,Z CA 5.0 00 6.0 bo b0 b.o long bo b.t b.i 01 91 3 b3 nr. 14 on on cl .0}!,.; oz 0.2 b3 0a . Lod is 't8 23 i4 oa Lz 01 -.�qqq lbo 0o 0.0 do bo Ibo `bo ba on 00 ono 00 oD uD oa 00 bin bon long b.l b.1 b.t b.t b.l lot oa �1�� J l aa.5 / bs o6. 08 .. , 1:.:; fr fC{fi .' 1A. 12 19 2A 12 In 03 "i 31 {na. ,.00 00� 00 go IITO {IA on r -�' ��o_ �: - II I' n,l 131 0.1 09 i.2 ;.5 23 10 2A i4 0.0 1 0)- A 0.0 00 b.0 6.0 00 00 00 0.0 0o bo bo o0 0.0 01 O.t 0.t 0.1 b1 01 0_ �� bz 02 0.1 0z ox -"gA ae rs is 17 v V U g nl om h nn oA 00 B.0 00 00 00 b, b.t b.t b2 � -Q. .. b.3 by u.3 0.3 b.3 03 �00 04 -b5 - 03 10 Z4 12 34 35 _ 3J 26 12 i.5 01 J. 04 OJ 1.1 13 3.0 2.5 35 2a 11 0, 09 '80 ao go 00 b.0 10.0 00 0,6 i *1 �-0 - - K1 0o 03 00 00 00 of aA-'� b3 T6� 21 i5 02 05 '05 0] 09 I1 t2 LB 1A 'I.$ is 2.9 46 51 5o i.J 3A 2.1 19 2.0 1.7 i.2 12 17 2.5 '34 41 *j 21 a1 0' 01 Ii00 aA 0.0 0.0 o0 I b.0 00 00 W F C6 C 00 bD oa oo o� 01 ox bLL- 2.e `. 4.0, >ao 11 � 27 21 20 ie 'v 'sB 66 4 49 40 3, 52 71IIj +I bD no b.0 0o bo oD 60 � 30 0.0 00 00 00 _. o-1 01 02 r'8 7 3.5 44 - 4.7 46 4.3 38 29 30 5.2 �50 55 6C931 O .146 65 M 64 5A 0.0 J21fi 5.0 5.8 03 a3 8 5,8 17 25 43 46 33 07 02 00' 01 �40_' 00 0.0 0.0 60 I 00 30 OD QO -- 10 20 15 20 - '6 - 1 a �JI K D E H A _ A ITO \ 00 00 00 y1 a2 13 22. 3.8 42 49 46 38 37 40 2.8 42 5.5 JI 67 5.1 48 Ss b.3 go 1 A 25 1 - 16 '21 16 3iInd.1' cI'6 2,4 09 ,2 0.1 ^p`6a 00 b0 DO 0.0 00 00 00 < 59 H 1. 15 Ia 14 i9. 2] IS IS 12 7 111111.16 1 ITO 00 OD 00 1 -06 19 26 35 30 30 .� 3.6 41 3I .8 57 69 E :05 4.1 3 3.6 48 b.SA 19• '24 19 24• i0 A 34 2.1 1.7 Z3 432K r26 0+ ,Q .0 Poo 00 00 00 00 I do 00 00 31 i] 'M 23 ID 33 21 i] Ih C OA 00 0.0 at 02 05 11 20 32 2.0 �2 '0 40 41 5.± 5.7 ]S i3.6 34 .1 iIs 5.0 1oo IS 21 ]2 20 23 20 4] 6.1 2.0 t6 is 33 22 10 02 01 01 {OA 0.0 00 D.0 Ill) 00 00 00 53 038 ((T1I L (r D C 14 . v 1m-n�_ 21. i] fi a b0 bo b.o 0.1 Y2 04 a.I ;] 21 1F.. L a. ., 46 �- 5.7 i4 58 ;41 3.4 .B 11 4.1 '93 A i9! IN IS 24- i0 A SA 12 2.2 3.1 '29 30 a8 0.2 0.' a.1 SO 0a 00 ono Do00 00 00 62 E • 39 60 s _ ♦ G C F {, b.o b.o bA 0.1 01 04 OI i.1 15 i6"- .o - ry 43 '53 '73 ;4.3 3.Y .2 i.6 3.6 b3 18 14 20 !8 19 IS '13 0.1 2� 2.7 f. 25 O1 lot 111 '01 /'0 b0 00 OD D.O 00� 00 'oo 00 long long bA 0.1' 01 08 14 16 20 1.9 14 1' 1= 34 /11 51 16 ;42 30 A IS 3T b8 17 20 23 20 23 21 17' 68- 21 12 3A S9 30 08 lot _ 0.1 o.>r•1 Do au 00 0.0 0.o 00 00 00 •41 0- . M 21 22 21 22 b 17 /, 6.0 b.0 6.0 u.t 10.1 De 2e 2s a., 1.7 ,) 1J. - 63 96 '] S'' i13 2.B 'tz i3 ]9 bo i] 20 . . . . . ITT 20 fA 2a 23 `.25- io 02 0.1 U1 ob 0u oo 00 bo bo 00 oa D •42 66 GLF- C 12 99 M 25 19 24 19 4 ~i _ A A K �� 6 /(".1 b0 �A'-�.7--T�- 0] 23 3A 20 ifi 1 1D' 69 69 281 A33 2T 17 2.1 42 SS " b.t 2Y 18 2.1 181 2b 01 O.n �90/ QO n0 00 flf) on o. 00 00 OA -1 ee 43 - - 19 a io ee 1e is 'n K 6.0 b.0 ITO b.I 0.2 06 Dig .3, 22 13 1.1 1.1 11 vs 19 47 48 • �43 42 3A. 3.7 -b.t - .b5 i9• 25 19 24- is A 44 20 13 1r.1 3:1 23 09 0,2 0.) pl oo bo 00 0o 00 b bo 0n 0a R D D 44 11 )P 46 _ A ] 'M v a 2J v - / Sr. .. • m D '1 1] 1' D 49 9 N 0.0 0D b0 0.1 Ibt 04 20 h.] 32- 19 16 +a i �, �0 _ D 3 • ;• gg.1 5.)}.J <.e 5s iO3 '19 22 22 20 22 A w 78 i.J i8 2] zA 75 0.0 01 D1 on oD 00 00 00 Oo bo no 0.0 45 ] M M M M LI 17 4.0 do DO 01 I01 02 20 2.6 2.5 21 22 3b 14 5. :.1 T 56 ;34 143 �:1q9 -S 9.158 9.78 190 Jfi3 _,. 61 55 'S.5 ;ono 190 24 19 24a 16 A Bi IT 1.5 1.3 i3 'a D4 y01 �r01, oD ao 00 00 on qa 00 0.0 0.0 4. ssa U 3, 34 33 321.h A � v 1 b.0 0.0 b.0 40 61 01 00 13 i.5 1.8 26 40 J4 � .- :.I ..I _ n 3.1 L 4.2 1'' 3.6 C 5.2 64 ]6 ]I { 6] 56 &0 6.3 1] 12 9 26 1] 14 12 1 1a 1A b.9 b.0 b] OS 02 0/{� 00 aD OD 00 Oo 00 PO OO 0.0 OO 61 �1 I- 9 ;6 21 15 21 _161 A -Wo G pq 6.0 0.0 b.0 �.0 _I at Or 04 05 i] 1.8 2.5 40 45 48 43 - 2, 1A 1.0 ti 1.3 1.7 V 0 5.2 60 k 49 68 5.9- -_4S _J.0- 6.2 17 1.1 1.1 b,7 02 01 0D 00 00 00. 00 09 00 00 0.0 00 00 b.0 60 00 00 101 01 04 12 is' 2.9 2.T b.2 5.1 43 b.0 4.5 3.1 1.6 "1 0.6 "0 i5 A 3.0 31 .42 4.9 4,3 4.6 IT 4A 58 52 4A 3.5 21 i1 19 09 05 01 100 00 00 1 10�00 00 01 0.0 00 OO 00 b.0 0.0 0.0 00 O1 02 12 )06 21 23 30. -4.fi 52 42 4.a 5.5 J2 1.2 ES b5 ITS 'x.t 2.8 2.9 31 3.6 Y8 2J 2.1 -22 1.87.8 -2A 1.8 1A 12 T7 2.4 1.9 411A/ F b2 0l/' 00 00 00 00 b0 00 00 00 0.0 0.0 00 74 _75 L b.0 0.0 Do b.0 I 01 04 11 1915 TT 22 3.4 3.6 49 49 3A 3.0 1.3 Ins b5 b.8 1.9 3.4 3.2 3.2 4.0 3.0 1.7 1.1 b %-fi3' b.5 05 0.6 09 1.o IS 2.0 Z.0 „407, .00 Do 00 00 00 O0 00 00 OA 00 00 00 00 ]0 68 K K 60 00 b0 OD I 0.1 OB 1,3 15 14 12 tfi x>`4,, 28 32 \j0 R4 24 11 5 b3 4..9 '2.0 24 3.5 36 27 26 13 07 'OA 04 04 - B4 DS 07 09 18 22 11 09 0.1 �OJ 00 OD 00 a.0 '00 b.0 0.o bB 01 00 09 bo bn b.o 00 02 OS '07 12 '1.1 0.8 '0.8 . 00 ) one i0 I 'OT '0.5 OA b3 03 b.6 15 ;8 2.2 24 18 iA 0.0 0.4 03 02 02 0.3 04 0.6 1.1 1.8 tY 18 06 O1 /1 oU 00 00 00 Do 00 b.0 b.o j 00 b.0 no 00 io b.o bl) 0.0 01 0,? OJ b.B 08 SOS 04 .. 04 04 04 On 0] O2 02 b1 6,1 �62 ,b2 d2 b4 04 Oa Oj 02 in b2 0.i 02 L2 L3 05 18 lone 0e 09 03 a on 00 00 0o 0.0 boo b.0 b.o b.0 OA 00 00 L-0 a I oo a1 02 04 .4�3 . --02 -D2 o4`r of 0___7_2 -o1 0l ', of b -. hz�nz nz DI r, v1 'b1 nl 'n as �1 a,i 'a1 414 o.a , ice' J bo_I bo Da on 01 0.1 61 0.3 63 02 0.2 02 b. 02 + 02 at 01 01 0.1 In o1 D2 02 D.z If o+ 01 oI I 0 01 r1 02 va ,aa - oa o3. oa 01 oA Oo u0 00 00 bo bo b.o b.o! bo o.o b.o bA _tom' y _ n 9 no --' '. '. 01 1 -6.1-fin- h1 of of a, 01 01 a4- 01 01 o1 01 o1 �b1 br-5:1�'.��.o -bA- ba o, tlo 0o bon bun b.R 6.0 b.o 6.0 long N LEVELS ARE THE RESULT OF REQUESTS BY ©THERS `'.1 q EONARD ASSOCIATES IS NOT RESPONSIBLE I :IDENTS CAUSED BY INSUFFICIENT LIGHTING 00 b.o b.o b.o bo b bT 1 b1 b.I bT 0:1 b.1 b.1 b.1 III b.1 b.o bo bSTA_Ek RQ6ITE 449 i(Affl.QRTbRD) b.1 ITO bo b.1 b.1 01 bT b.1 b.1 b.1 b1 6.1 b.o b.n b.0 b.o U.ol'` to bo bo b.o b.0 9.o- b.o _ bA b DES NOT RECOMMEND THESE LEVELS FOR APPRox Row WIDrn: III SECURITY AND SAFETY REASO bo uo b.1 b1 b.1 b.o b.0 b.o b.0 b.o b.o b.a b.o b.o bo b.o bA b.0 b.o b.0 b.o b.0 6.0 b.o b.o b.o ono b.o b.o bD b.a b.o b.0 4.0 b.0 b.o ITS bOn Iu.o b.o b.o b.a Lo b.a b.a b.0 0.o bo__ _no-= _im=- =/ __=b:o_ _=a0=ao==§.a o:o bra no -. �.a o .� long A .�bz�-ID.«o1 oa oo�. .w.9�us�5a�r.�o.�oL�Ra�.0 o oA o bo b.a ba b.o b.o !b.o bA b.a long long -=== -- -- � ---- - oA Do b.o b.o b.o b.a b.D b.0 b.o b.o b.o o.o bon bo ono b.o b.0 b.o ono ono b.o b.o b.o ono b.0 bo bo b.o b.D b.0 b.o b.a b.o b.0 b.0 b.o b.o b.0 b.o ono bo b n bo b.o oo 0.0 0..0 0.0 � b.o on b.o b.0 bo ono b.o Do ono bo ISO on b.o b.0 b.o 00 -DO b.o bD 'DO Do DO bo ISO on b.o b.0 b.o bo b.a b.o b.D b.o b.o b.o ISO b.o on b.o b.0 b.o ono ono b.o b.o b.o DO b.o bo no b.o on b.0 b.o 'Do bB b.o b.o bo ono b.o long bo b.0 b.a bo on b.o b.o b.0 b.o b.o on bo bD 'Do ba b.o 0o 0.0 b.0 on, b.a b.o bo b.o b.o bo ono b.o ono b.o b.0 b.o bo 'OB b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b0 -00 b.o b.o 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 LUMINAIRE LOCATION LUM NO. SUMMARY LABEL MTG. HT. TILT 1-8 A 17.05 5 9-16 A 18.73 5 17 - 28 B 11.33 0 29-45 C 3 0 46 D 9.33 0 47,48 D 12 0 49,50 D 9.33 0 51 - 53 D 12 0 54,55 E 12 0 56,57 E 10 0 58,59 E 12 0 60 F 1 165 61,62 G 20 0 63 H 20 0 64 J 20 0 65 - 73 K 20 0 74 L 20 0 75 M 20 0 NOTE: - ALL AREA LIGHTS ON NEW 17 FT. POLE MOUNTED ON 3 FT. CONCRETE BASE NOTE REQUIRED BY ARCITECTURAL REVIEW BOARD - EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EXCEEDS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUT-OFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS OF ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN LABEL AVG VALUES 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, & M VIA DIAL ACCESSED IN DRIVER ENCLOSURE TO SWITCH POSITION NOTED IN DESCRIPTION COLUMN OF LUMINAIRE SCHEDULE LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS TOTAL LAMP LUMENS DIMMING (LUMEN MULTIPLIER) CCT CONVERSION FACTOR LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER 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-I5D-B-30K-UL-BZ - 2 G SINGLE 10229 10229 1.000 1.000 1.030 B2-UO-G2 85.67 171.34 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ 1 H BACK -BACK 10229 20458 1.000 1.000 1.030 B2-UO-G2 85.67 171.34 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ 1 J 2 @ 90 DEGREES 10229 20458 1.000 1.000 1.030 B2-UO-G2 85.67 171.34 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ 9 K SINGLE 8251 8251 1.000 1.000 1.030 B1-UO-G2 86 774 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ w OSQ-BLSMF 1 L SINGLE 8251 8251 0.510 1.000 1.030 B1-UO-G2 45 45 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ-Q2 w OSQ-BLSMF 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 U W z J I- LLI Q W z = z W CIO J � Q Lu I z : . ^ O _J Lu z Q O/� '� Lu 0- m J Iy Q i 0 z itl z z Tj TH OF� 0210512021 'Z`I DANIEL C. HYER I Ic. No. 45596. TONAL APPROVED DCH SUBMISSION NO. 5 PERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICHREDLEONARDASSOCIATES, INC. OR US SOFTWARE PROVIDER HAVE NOT OBSERVED IN FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. AILPRODUCT, SERVICE AND CORPORATE NAMES PRE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES. INC. SCALE: LAYOUT BY'. PROJECT NAME' - SHEETZ PROJECT 1903600 ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIESI N OF INTENDEDTO REMIFY THE OUANTISIBILINOFTHE USER DER TO VERIFY T E ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME^=30' 1 LEONARD OF RED LEONARD ASSOCIATES. INC. 15 STRICTLY PROHIBITED, ILLUMINATION RESULTS SHOWN IX4 THIS LIGHTING APPLICATION ARE BASED DAR ALBEMARLE, VA pla THE WORK O F COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF WMINAIRES 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 LABORATORYCONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERING FROM DWG SIZE: D DATE: 2/18/20 DRAWING NUMBER: L I N E + GRAD E FEDERAL STATUTES, REGULATIONS OR OTHER THESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER IS REQUIREMENTS, OR THE REQUIREMENTS OF ANY RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLE RL-6591-S 1-R4 INSURANCE GROUP, ORGANIZATION OR CARRIER ELECTRICAL. LIGHTING, ORENERGYCOOE. REGARDING LUMINAIRES AND THEIR APPLICATION. C900 40 27 117 19.8 15 12.1 10.63 0.078 0 Illuminance (Fc) - - - - - - - - - - t i r - ► i-- ��• Ali L 1 .tea^IL f'\ f ��� F�•r�!_1 = die ,^�SII!��� leg1 7VwI amity 3�41 •_. ` - _�`�`� .•. ��� � •Y Op1O OGOOG tOi9 OO(O �40 t`1 O Of' M 1. PRODUCT QTY LABEL DESCRIPTION rm IB 16 A CAN-228-PS-RM-06-E-UL-WH-700-30K (SET TO SWITCH POSITION 3 IN FIELD) 228 SeriesTM LED Re[essed Canopy Luminaire Product Description ,-+n SLim Ww pmrna. aaarmeunamyrmm belWe. aewaM. awaLalnlnaavam .dnMda awmmum with high permrmaoce mtrNN aluminum new so sngn orromo a.mwL mmlrolro prourps dol in Ire a k e s uroe'n air wm salmdtlMllAw PY p n en Pill ......n a e nl IW lwm ezkn..d mnden Wr 9 0 'Y PP 9 P BweemE M togsI L n us gal tl nel A.5 Ubleroruu es ngkme0uges eximumig. wile lz'a05mml of l6 I606mmlwtle panels. Geaigrwtl far canopies 01td-23gaugelmesmumo.Or- It sSmml mmknessL nppOWerm: pPVOleum sldrmns, cOmeniPnnslor<5.0rM-third banks and rP5t0Yrdm0, rAdM1 add grocery _ • Perfrmance5ummary Patented Na:do liO Product Decimal AOembWd late USA. W U.S. and lmponN ram a CRI: Minimum 7O CRI Q CCT: faOOX 4- MIKE 11114 500KI aunmrd Swtee Ole Cast . Junction soa MMW WwnM,^: 10 w,nm Wmin,e✓Io w+NmLMwIW GNI,ou,W enish , s..ni:e. s e ±uWnAwwwpwn Aaessarles F,W4,w im..e. N. la.r.rrr-Kok our Ye+`ieu,Nopea .0 r+reNw(ero Nth wm nane¢n an�oM lr�wY � wlaua.a ro'n 'Pophobunrre[asnea xip wmmrwx .bWw.wrre uDMBKV:MLM 'claturpolut-"" to MttmOwTY aPLm M-Llw%zle, 111. MA-Cl.O. OL. Wm:AN ]lulus arms.. roe slue +tar tunas Nwnml m,.,r.;mol`rll7onmiaammw�..`pntro: �nEeeyxww ACI]oaew-Al toCITf21wO cl.11I'. sup. O i uw0seoionfmw wneanN ONu`IDsarar.«m.rmsmmon.- . Y°...m"i-amors ormiks s qµ rt-ae blirer.•r: •rsl la;mm).r gni Tr°•x rmelgluPa mrml oen:nzsmml wea.apww-Move ° In u immuaizth•TMw- L�o rom mmon m^irux u uu,n YA.LI1Rbk1tW1•wrif If'Imfmml�•rvp-. mro la'ameor anfo lE' • IY' .fIkdp Impmm.elo„ml xierleur.xw"xrn lY' Uo6m•m.ASvimlm°M1vle �ASmmleehw°ale wrexmwnele M I. -NCr R' 161hnm. NSNN pnl•lale awns [w le' mrbn Nine plgmm�YlemuYl Iww,Aev:Lpayw Yual °pima minlmumnru NMMmmneN lemlw<e DIdag lMermeBen Rwnde.GN.}RSL.RM-ilt.E.Li.sd t5 Small En doe osu m o^ . mpanm + no Nmrl 110mm MIL] IS ea dS dnopnynl A. PRODUCT QTY LABEL DESCRIPTION I_ ® C PWY-EDG-3M-P3-02-E-UL-BZ-350-30K Cree EdgeTM Series LED Pathway Luminaire Product Description DunMe dm..... rows Wrpme< hi moons coach,laa" 1102mml bamelerpole]•,closed] wmopt.l morning hardware for clean appearance. Pole moms, to 11,111 do -dal aluminum mlemallan aale then ] Ross ancborhollawtht VLhook l royal NM* 1451err B4erequeel parrearnowLarion Top mounted LED, rrxperor"prul enrrmame,on, or 'oMmfl bphunus: Lendsupe, wa14-ways end genenlalkl gM1l rag Perbmwnce Summary Prienlee.- ONM' Product loYm a par, Assemmee M the U s A of U s-are imppnN pans CRI: M:nlmum 70 CR1 Cerra KW-MKL 5700K No-50P sla pled UWae w.m,9't 10 wan a Wmi",Wloyaan on Commµ o ob finch �rld R.]' w� ° IngionoNot -`� wL M nr4•rmw d ®eery rd6yr wT a M neN tlrta N 4ry' Ilaaiml rA-rwBw u.@Pwanl mm%RBK WMq%RB2 LEOLYunI Orive pim."A" with."9" weighl fell euarenl In In wo.arms weractionce or or 2,1 VpwL ]mine, pVmml MAW a. na.mnA Msamml Il IMlmml Mike IeW drOn° 2p ml Imml 1@Moul anl a at 519nnXA ➢eH' N.9' o".. pl2mml p5lmml lIUP 4Rme a F,wun oRN X.nal nunlalN with Muy. gut• Odnwn.m qWm ante M M m R µ eK we BM a7werq 5.rvamm a®1 _Ynlyy,wCBLylk.aN UnMnaL OIrA Tilma -4MYaxmk y 1201 w -MmuawinllCrev.p -RbY Yriwi iWW Wbtlwm r M orlon GS -pH y emY r Rwl.n h"i•e•x°L M<nw aV 51W M[wyamwwiRi4M1 RM1rYEYLUOJIWfwYaW M'ulac M 'IGRaaw wines Nr.aM• Men -MMXPP wVTI •n[BP➢M,RwnllBaAea•IewwmiewReYl4TllawmeNlNmmwlRfll.namn,l umr.+°®nywa•rlsrcFP!®mNYnmlvYaYY®ymmaellmriegn wmirnamlwlYlbirw,w �O� RwparlR, CREE = UL pMIMCTMvin T JONI n648W F 13621504-5415 r+.W wwwan.mNaaw T Im01473-ln4 F MOO] 'M-i a, 228 Swrkapo LED Recessed Canopy Luminaire Product Spedf atirm COM71=WN&MATERYL9 5. .l rw 1 I Mm 6 Ire tl,,, w g L a W t w - Yen a tlom,anw 99 9 P e e W n N- k P fi tiyd gnN% LE0 Lorturne dreary to the Orion aack and Y secured.nplace ram compression orcldedtnmfreme • Lummair<ri mwaNwth lattd a IlW loam IaM rerWes ter w m vie p we his bar ld sal rdou m lumimlre bo with entl lMmwar • , deek Sol his tend, panels abar .phew or tY l3rmMir Call- vaeep L.assigned ro pnopez or t6-22 wage lmNWmum G -t D 6 tit 1 f k I • WeamprooPa ercermmpanmenra mnnrwud WanotivN enmdea sp u Iar .... pludial cem,lonm winceant,hermal PoMaxname Ineg al wealhen gPpetal m era mesh 65111Mm11P MNNN <unnxron winlz. mteretl teetl fnmm u9M1 814 .4eu1 M1zAWG mneunor. • &mwWingserNcewmerrVtt lnybrease olupgnde ar mpmcemem e Fred a01u[mble aloe current, Don't earned drove current grakiliN In Z5anMumex. Fueptipn hs 90LEOz n 350m4 unirh un ee MNned to • Sol LobrMiDelmCvaWYlnioh leewres an E-Lest epowprimer raw ar mIN-a urebm poNer mpwwt. ptwmmg n[AW M resraW rse m .ultmooMdgr aarnandabm[IN-OWk,bmnn, [Iber EMmdml W W Gpum WI01 loth wan[ 1E10-0Bpor W TeW orrwx W Y7W aiN tfW twY I17Y Nr IN. do p W W W W W W 525rM a N W Rw an W LM 1 01a W 1, W W W I an I W W w Ir 1H aN W ", W IM 7amA Of w an an MI W W nu w ni 1.11 W gw II W W m W Ing, andwneeareanlmbW .anakdet.w]s'rdrn aa,s,....eeraaanlM w�a�ismrwaww•uav • %19*.S Dime, omand WeigMcbanmpogel •Fmx EIEtiNICAL SYSTW bmdVMt•ge: F1209.1E or Pad-fB0V, 51ll"W, CIenldrWen • wmpµlw:> Maelull [wtl • TnalMumenc GtloNim: rNoted full Ind Mnimum lOV S urw Curme:30-"LED: 0.15m ; I LEG: UOw • rtegnllOkVsurgesuppmzs nprmeaionztandaM • Mon lode shales rusng a slap bmwluw ortype CM bmaWrshmW be uwd to addemp Trunn wrem AEPJI NYawLWTMYauumarmxs . c11d.a astral • SNUbWMwel leratima • Mason Me Pert 15. 5udpP R. CU. A PUp.HSler conducted am ndaree emissions • C62e12 11111 suppressdn pmMtian tested in aaaNancewenlEEE/ANSI • mr reaNrPlan amu*Mllio[Ms 7e wmdinA StanftN she'sB,m ..allbgnN Gamasdel ned', AOTM olend,WB117 • Noels Buyamenan ngdnm.mswdhn ARM }r5•rb^'A.WXAdmµW mna.M✓pa.ace' A"'k^' InXial U. Eager laepald Led' Smith,film F-~ ImisuNlee DOE rMhr WYYF @M Ii LM 1➢1 aw an a% omed"1 La 5d Or aw a1S Is•cn1'R .@ W aw aw aw bricurFl ED W aw aw m rcol", 1. she Ifs • DEConallned.h-.M.red..K.rSLoWic..h6OUF and5M a�NemWWbmpem-"Ineve^xe-...av:nnmrf,eWYp or IN. d­­rmlLP4eau refer to A.wXHFl 'e ^u`en®uli®,d"ud` none dead Iign.s.i for most<unent iNom Lion [inamnntnrnmw.e ma,.m •.•..v. uw...re.ram [,r.wrwm ann �pRWwKIfMMM,prvmrmaRePWttW wrm-wor.armnaasmwmm,wrn,auneminnewzi,utaewuvnwuury llmnL..a vw.yelmarniyP[agm [adiFSN•owns+.cu,m.en...xap^'•.re,.ee,..evm,evie.:e,e.eee.vlevhMi¢w tN.m.®,ma1."ieurvmninn.n.hvuu n.munm wwglldmuiy"u•aagw Lmupl CREE= pre:,ghurq[ree ram I[.Me a36 let. 1121115045111 r m:•xvnee-ew^Aan°m 110001473-1234 FlxOwawroull rZ REDLEONARD ASSOCIATES 513.574.9500 1 REDLEONARD.COM rXr Ll. In -W ..,n1' W�r,e01 rimM '27N SA4] Wrlepepl Iela5Rm.1 13.tIW MCYgf Mlrar'Pll 3Y IYMnI lion Ws.IRllyl woYarRW xnww.re Iola.. MfAI ,ad.e m lwpwMrO wawn21m1 an I -- Ordering lnfulmmtion 6orvLe. VNr.EOG-AL %LIE-0L.Svm W Pop r FbW own`ronl W.wwaW mwn oRa. XWw aR w • M ec =wmrc.m UP 1. Or M.mllm.awn u.t 0.k solo+ esmmr RiNn. m.ee.drrRn. Knew. PI 1. Do er swim:l..Lu.nllre.n.rb r lmus7mmt unarrN, R... emN 111 . n Iw+xNlnamwpPoirr�ewY Mon. ofwiry wr.erv. a beLYbnMpL bi ila b e MNWie. 'I11mmd PNlm% Nl-NM her %Po.iam -aaerm_ .�2�a�nrseWs a -Mrbba nxn Pt, P4 wl m+mn•ra• q Nally I...Y LTIIp6ammlHtl.n W%m[um[mM .hM meeMq%naw+ape xiln PS m m one no rm"nPo .VLm ri'p.ibnnlwMNilw Im ...,.,-h mR ,mmLen.aluiiwmY.n R In r :141 win Y•wholui" f7w •i.dY•mh.xL hgYr •. aun�eM"�vawiv.rsRt^erw.a•�wm.•mvm® us�ianeam 1 (8001216-,W In671506-5415 Crew Edgean LED Pathway Luminaire ProductSp ecHications OMTR=MNa NATENRU • Dimebb dle.nMaluWnu W ne ounla dnndl W{ 9 Ilmm e'amemr our fnawe a n w' era mouWn naWmmM 1 P 0 man a ppnn • thmmoumsmnncho,b Eggs I loth allege semrte by Ihre,y4 16ed"ancn kAl"kNMI Ili adin$4ki itio NWrrl5W rx 318'src4el rpuina rornead lnNllNlon • Epson Twmden. LEDs breuperliN hminl Perldrman<eana Ul control •....n.gn, Pazz ve Normal marmger.renl for wiperor lumen • EKIuGm LoWmst DNtaGwa 6finshfwwreswECom PMprim r wilM1 the ulintlurahm pweermpcwl proords, euellentres wow w wrr.a.Dn str aVolm ea re0aion era a0nslon BIaM bronie slgm and CREE= RmpWw18'1a901B �o cords: wwnar<Nu/oNm r $001473-1234 F 18001010-7507 EWarMmolw IED Coe I.,1al 5!s[nn MW .irlY SRmm Wxa Mi4rY Tom( [v m W I]W YW 'MM �! J6w AMN 56gnua C m 1.11 .n. .e. ram 5wnN w ]f .D eA ran r15 0.1] 0.n wMlnama iLable y 'a-T4ERNw'Fa'RMwamNq®wlM.Inw.. yv.wmmmT_.amY1LIR • WMEMt Dimens,mand Migbl Cnanonpageslandfi EIECIRICLLSYSTW • InpMYFaa .BlgNllrnadatl25NrNz.Cmssl drnen • paRrFa[mn •n9Mwll lose a1120V . rwlxarmawc r.mWW.•mRmluu lose at lzov • Imegralla4Vsuyesuppression phat ...mnatandud • whencodedictaWtuhng,asM blewiuteartyq WDN WMO be used le.dd.11.emse when, R """&M MTMYOUALmCATae PULus Liked • Suimble mower mentions •IONVzuryemppresi°npmmmW ins anmuhIEEFJr l C62b13 • Lum......antl linizn m0urarrce lealN le witnsmntl 5.0e0 M1aursW elevates amb,em soft bg som'uieus as ae4netl it ASTM SamM6119 CneEdle S Am tA*Mw U nftlx W Yhird Wd my Ratl� UO mK Agra", urF 7Mhr Qe LW imM GWW W, 5tl W'w Ides m aw an am "I an W aw aw 8m aSr•Fl 1. aw eve lM aN adenal IM W flu aw aw at m•B rawswas an . M<ela gut amenwn mpuircme.m mthm ARRA w.r.r ai.Nm.. xnwmw,nma-p "r°.a.» nq. • xoHS nmpWnL LvriwLt txmrymr aatl liana]tletails - 11 ca-a•"a'.• lute •aMn '• •OpwwwxwwAMw.pmer.awpawnm xam- :W he wxuvn°urhol-o•e.,IDa.''i 1.Yh..n•mN,1m mm,em on-ei.ww.vssw rmmn' wW.mw1° wami,Niw. u.mwmnnndmaeem nn,w mo.wnmpw:. n:.ey pwnre m.nN','•"w"eiiomn CREE= us,.q"iR[ree.mn T [8001236-000 F 121215p-ails v..m w.s.ramMmn.a. T 00193.1231 F 18001 PO.750 PRODUCT QTY LABEL DESCRIPTION Y ' _ 8 D SEC-EDG-3M-WM-02-E-UL-BZ-525-30K _ 6 E SEC-EDG-3M-WM-04-E-UL-BZ-525-30K Cree Edge® Series LED Security Wag Pack Luminaire _ R.k pinvb LwnnLly Product Desniptien The Cnom.,.all therm Wm ne re Gas a sl'm lmv des gn The WMGain m nil en mdIw mane Ins mggee SmmM auMnumwM WngnL weamertgnt LED ether mmparm..nss aW nlgn low ermnnanaPorWmmumht t looks 11 14 d el LED 1' ea p spe[ Y 9 ,p sng sr... r Mi b I s[byu di d z 9 g 9 9 n91e gang J-mn,-Indueesal wiW] r IS I sl, ,roomtp J-Raan a n try imam lop bottom rPsm rmoundsur3/16 warpo dal orawanligM. Dei gnetl one apprwN ]crony sties UntlmosAIWimountmbri Euwrd rirrg.InsWdos tea]/tlebrisguaN. Ap Ug Appuudme General area one semrry•Ilgnnng e Pertarmance5ummary Pamnlee Nancoli Pradud TxhM pu.Wlatlin the U51 MUSeNimpmW pBm g- If11meY CRI. Mgimw 70Cm CLTfOwRIN-3N1111, 5TGGK(al-SOOM n W uMmdw.maY', 1Gww.am wm.wbdlGT4wsm cdYlml oe11.a.W n,eh _ �•4mm AKea Has f.1' G -an" 11- R"4 n - L LL� with-vLna^-W p�WmWl;iui.-Frw[oa.mnmpvmmrdimdM• Iipfium Ntol lMr.W fa 1 §h -aaMwwwalowM MErammW mboLwxowan.wnmYm flares laml,splW'mNar'N.N 13 r.p'Us loth] fez n..yl ^IX9alWflwb F r f11"lawmml lei-IlO➢yes r n.Y lIDmml 251m nljypl r wr"a rlthalluWt to nor MNrnmu 311Muc1W It, lz InrlwsunN Irons U4aW I BrM111.lnlrr®tiw dnMPr9r-I013N+RMA ara Yr e w M.Nq ter lu atw fr.lr wean m DFY1.. brN. aie.M ,nBW an as ad I Ver IpaXxNrum waI.. µ OeY6y Ilk 3m lulu IYpeY NWiumaeLd a ON Bww 59N Iowa.le u low r ®w ova rW4mm m-w.FR „fig Y Xe qr ®A rwNmOr R aw twN. AmIlWemm mmlfpa and Tm.11 x urn ra rya XlNWun NBS iX M1w NWM1,. llprRWwi.kaw C@w U5i oeei oM e, our 18001236-6800 gnaw. srlPbyn45atiadn.c9m 1e001473-123a Cren Edges LED Security Wall Pack Luminaire PmdWSpedfK ims OM7R=WMe M7ERMLS $6 cal des n 9 Wm.ae,m m n na .ue9rgmWmaenwMal en n Inila t garn anl awmmum near sinks designed for LEG appu[a acts Hw Naluminum 9fr�g • Fum'to wen mw<opPµ. bgm ueigni mmmm9 saw ,,,,ad her msto bee an user standard and mud ring Pons a gang Ygoms - Luminaire can also be direct mounted to a waII and surface mrea • Secure& to wall win lour go 15mmlalumina by otnerzl • Condurtentry wm pop bonom loan. and ­r • AU a- moummq fir., 1mirLowelgM • Ded9GN and aPpmwd for easy lhrougn when Includes lealbebnigwW • Eachuzse Comrlast OrInGuaW flown finger anE -Coal epvry primer with n an uhrodurable powder tapcYae prowang w_LEnt resistance to ubemW degradation and abrasion Burn. bmnn. siWerand whip are awdab. • %IgM:Stt Dlmenawns andweiyM Charles page EIdC11tlCALSYSTw • ]net Mug•:120-279V or 34THOW 50/NXz. Clasaltlrivers • palvw Famx.>09a lull lvae • Tmal Ha.Wc M...;r20%at lull mad • InmgralweamertigM Ials In Ids lwira nerd brwrypo[wr hook up • Integral lOkV surge Suppression protection standard • When cede strafes full,,. a slay or.. low Iii UD bnekarehwM bo wed W addn w •nmsh wrrenl • Cvnwll facmryiM1n-Iummaue Wsi DED [N a. mLED Wz5 6YL3M 7I PONT LED:awma' To"; WE Tuff'"LWTMyaeulF@ATrxs • crops I.AN • wnable ]order Ycamrs • Meets FCC Pan 15. Sobel B, Cass 4limie ter nneucledand ndid • Enclmure ntetl lPb per lEC "5T9 nnen vdendv,ilnoutPorPML options • AN.210kV verge protection. resmtl'n aaoWancewhh lEEHAN81 C62"L1.2 • Lurie na•n aria l'n sM1 enamanw uNNle enMnana 50l M1eurs of emwme aloe en. .111, cede 1 m,s as eefood,. as1M slaneard a u7 . DIDpwI6Nvrn emc.11i Wrerm M1npsJ/w ..des g ughm.ogiu m W for cost current inlmmafwn • MCN Buya ricaprequiremeMsz hm ARRA pge0FM1[ W/.NweGruer eM PryrNar,i. Wrm- 1w:5L[gjaNh]pSag a0w 736.N00 plrM:.uuanpn"uu,e.rm. 18001473-0234 µ . �n eganen , M a Imo NLemimam • MYW ML...WNN.Ranks a n..lo.a will Is.r,nr Don 1pK awmlarlwnrY. w. �xlwmm local -pmmnm,urt per r„minaae CREE :. LIGHTING mamuumuu LSI7115f117©II�II�II ®��II"J®II*J117 ®®II�II�II�II�II�117 I� II�J II£■ III III■ III III IIS I� III � II1J� i� III IIJ II! IIE� II®117 iYll� ©IIYII� III •FYIBYf w'Om'R W..M-r+Ma lr.A.r�4br Iwwwvwi' ,Flm erYde•6BMAYInNMrldSaemlYlYrew W 4.tlm IIe�W Btr RpYtl' WE rKn I�I� 4F wKM F@'ImY4 LMe 10MbP UNF B W-" Led MI aw rawall 1p'Llm'n I.r 1de Rw r] IS'Clei'Fl IA Mn an W It, m'Clmn To lop W W .11 Si I'M as, aw W .11 axm'nwwma.m�mm.an mmm ieawawp.tmn.-n..e ercmw.:� wY.. WmrewaWmmW.MnnrLanlaw .°wn1° .arm urn m"•^mwrnnuimm .mra� �pwb•.dA. ima,Imextrnwurmxml..ewaMm with%srreyip�MwW n,.e.gewupW W iarWlB•awW WmwYYReemflelr CREE LIGHTING W 0 Z PRODUCT QTY LABEL DESCRIPTION UPI to • , Z _ 1 F OSQ-AABZ W/PGM-1 IF OSQ-A-NM-I5D-B-30K-UL-BZ _ 2 G OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ _ 1 H OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ Z _ 1 J OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ w _ 9 K OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ W_OSQ-BLSMF _ 1 L OSQ-DABZ + OSQ-A-NM-4ME-B-3OK-UL-BZ-J W_OSQ-BLSMF i + Q4 7 M OSQ-DABZ OSQ-A-NM-4ME-B-3OK-UL-BZ-J W_OSQ-BLSMF = t3 OSO Series PGM Series CSQdTLED Ama/p dLu1.le1Bk6-Madlum Ra.Cmmlaamly Gmuntl Mount Post liar use with Cree EdgeTM and and OSOTM Area/Flood Luminaireswkh AdjustaMeArm Mounts) Product Description DA Mount TM OWwAm✓Fbotl Wmlro ie blmhMmeeppnleonbel adrencetlth<rmal marogement ,..a••✓•N •- aN mpeern. L.va., The PGM-1 steel post is designed for round mounted iR]od0 h[Wmireims with an adjustable moulttin arm.Nfirin or mltduR feed throughthe base of the onto Ngq.e mad aluminum an integral P 9 9 9 1 9 9P m Eh.MlW,xmnmengn _ gel LEG tlInYr pen LVe Ill, meunllnq cMllgmalwns elmr Nmple T518lln.an -- gas,.- Nsstm ]loco mfim des, vend ],serer menbanpamnes seamless "ram the 4 re p A m q re N LU mrbn ro uau dWm Mgr The B In rinse rasa solos m0e 0 PBr - 1 p 9 Grog tY 0 m:va 9 p9 Efl Outia"supm35G Wensntl the 'N'InpN peueedei ynamr-za suitable up9mtle for HID o pagr .,tin applicatienWs ups e00 WaN. ]5 ale : paMirglon waltwaye,mmWee[, car dealer9r,ps.oPon wmpmves, tunnels. .0" INsmml -.el Product Mounting Color Opdwm undowasterest naewaw une.nsone in Performance Summary DIna.moor l Pam 1 Single BK Black NanoOptif Precision OeWeryGaNn'cpnc ATd AdjustableBlank Bronze TqV Arm Mount 5V Silver lard Assem6letl inure USA.N US.•m MwdNpmw IN3mm1 ', WH Mile ingW aWnrad � Up to l7 VI EXicxY,UPm IYIPIr � 17Nnm1 CRI,.airimum MCRI DOM MOK a 57Ia;w CRI [NOW N WA•7-win Ph. CON 3000K,"IM. I001K SMOK kb n� InRetlP LYnXNw M 10 wan on Wmin.IW10 arm Colarin, D.u.GwW fIMaMSmmnim S Pronappre wirelessantral occasional Me on luminam acce im `° - " mmnnrmm° Ito7.ml It Ades Ordering Inanrmadon wK,ln,.gl E"I reruns YperdaM1': w.m inllvn evil for En - u50 aM]Y•LumlNlm Gap -Mx Q E9�wEVLSV 1mW ILinlWnmae MN[wtlu.arWbM m0. wO.W wn[I� as Bh[Y Iwwi4 rmnwiibxxueYde,v A[[IM1[daa 'nxmwEMWrAew^Mwaw•uINVJbmaMlMgmnanr W IYwln 81wn M Y NRa1 •�Inwdl Dow A I P. YwMw MweOrR OKk M ha.r CI 'Ire. Ot�NM. glws W • M x de • a e ewrtw ila merm.awtimN.4.a, X NM4nuour .11 Vag. '•Ir • )Da. Ns kaaaaw'WenY -1 `"I Xw aeCw Ina lw-nIV wY 11 1pf n.'s r.5xd-F be,.IN snligre•ppuraear. .+m+ia,:awr�nmaa',a+ ,".m 1W !n row M °am m 5Y IrN.ianmrmmppnl mummmn e'ua frrme..me dnwhmmam 'fofolm ayy a ]n affair wprnrawiuwewpoiledwlarval,lwp-11-IeStmM rewrv-wwunrt[cn Mw,"m aCM VIRI b.e r WPI.e cood Am•W M�L:tsSGCMdwlb Pm `rrowne sun ern n9WMRlre :immtlealermrnNgMrgpml'mm� U. XMMr4X SYmivalh gal pap,,,na. p'r,a-UST 1.1Ym Puld4nd1, ant wNrNMYraMNI - e r IeAL renAgmwr >pFIM 90M XMMk.maMoiXOM ainm °nyg°13trapr °m N Imor.I.osa.oam.wal spousal :air:;�6mnm.WywwA M AwnAwl Twee �tiI 'A�mPlm ll.ItMOenermnlumen -^�1 RI[enwWair `~e •YwhwnlA......Pew - eaMlLemipiW Wrm sign IPRFRp6 w.lYYle:xlNlA 1a -N�. MLVM11.PleiS elaTl wayp/ 1!'f1^y0 11 Q L. Go. 2 0925-0MEW CREE_. LIGHTING CCIAN boulder UP llama lebmf3d-roA INDEPENDENT TESTING LABORATORIES, INC. CaµM rremantw.wwaaemn wOw473-1136 THE LIGHT CENTER OFTHE INDUSTRY SINCE inns 4066 CAMELOT CIRCLE, LONGMONT, C080504 USA PHONE: (303) 442-1255 • FAX: (970) 535-3114 - E-MAIL: itl@itlboulder.com • WEBSITE: Wdvw.itlboulder.com REPORT NUMBER: ITL86237 PAGE: 1 OF 7 ISSUE DATE: 12/29/15 PREPARED FOR: B-K LIGHTING, INC. CATALOG NUMBER: DIN-LED-e69-FL-12-C, SN-DIN-LED-e69-FL-12, ST-DIN-LED-e69-FL-12, SF-DIN-LED-e69-FL-12r TF-MN-LED-e69-FL-12, RM-DIN-LED-e69-FL-12, PM-DIN-LED-e69-FL-12, WM-DIN-LED-e69-FL-12, SM-DIN-LED-e69-FL-12, OSgTM LED Area/F[ood wminair ,- Medium CH-LED-e69 -FL-12 LUMINAIRE: MACHINED CYLINDRICAL METAL HOUSING, 1 BLACK CIRCUIT BOARD WITH 3 LEDS, Pmdud SpeditwtiM Is ad11dSPecificafiolm ONE CLEAR PRISMATIC PLASTIC LENS WITH ONE CONICAL OPTIC PER LED WITH SEMI -HEMISPHERICAL RECESSED CENTER TOWARD LED, CLEAR MICRO -PRISMATIC FLAT SYXMSE• SIMRYSNaD INTE W of M CDNIR0. WMSTRUCrwNa design GLASS LENS IN MACHINED CYLINDRICAL BLACK PAINTED METAL LENS FRAME. LENS PRISMS Th. - 1NAP III an e 1 d, n, !$ p • sum 1 arse ' 'row a meths YS P 9 Y 9 9 v 9 g re feat ] a ee l n 1 m m e OUT. E WHITE L AIMED IT THE HORIZON FOR ), A TEST. ig 9� n9 Yg 9 Y9 • mM n spa t o north he w' a t l t lIG a Th l i e 9 99 9 Pp 0 0 Y P 9 Pon,.., LAMPS: THREE WHITE LIGHT EMITTING DIODES LEDB AIMED AT THE HORIZQN. wenh 4h LED a" p e nqn a ,mrpromm I s n4 1' bl tl b 11 n g n e kwith.b ri d 1 n 1 rompro on n el Beth O r L koM Controller tn7 ea INPUT ELECTRICAL: LIGHTING VOLTS,8/40 WATTS 0.617 AMPS •Cones" Ira Ynq mamA nA0 E harm mount. one Sole Controller 55150-OOI lake me GSO Ser esmanewperlormancepWeau, Mauer,g,],,ar .,.u,d en,.m b t. Wlwnmta3-6' LED DRIVER: IS LIGHTING 524438(400188-L I]6IS2mmis.uan or mono aln,mmrW by lwa Yl6-IB UNtbolls prmiaing<nnme energy proaucliwtS cone[vmplianceantl w0etter light a+penence, swna ono lmmmlwmw5 NOTE: DATA SHOWN 28 ABSOLUTE FOR THE SAMPLE PROVIDED AT RATED INPUT VOLTAGE (12VACr throning andmoa=UF 1 375 [ s )OD asl aluminum are mouths tan m1 IIP z3'i 12 st amlin n . mlusuele arm maul ranee drys ateo'nzs -n • Timing ton meunl-z wnsuutlN of 316 9a1nknalwlaM mWn16 m sult.. withIA 3M' Iaskenem Wathm Tenn mmmconstructed steel d M00 and A1011 el and Ps Njusmblefnm g-0W"n15'de9ree' Ms. Trunn on mwnt toressumo. ww Il1M/4' boaar 12l W or3w' bets • IMWdK I4"13Alenml 10/5 of 16A wire eeiti"gme wmiwin. Mae ordered with R eaion, tB" 1340mmI1W7a. tMmm Is pro-adea e D.P.,MW lw upoptiled tlewnligM app6ca0ens • EecWeine CmkH. pelm6wre•Iinief leatureran E Coal eons primer ''. waded our' Inpd Po,nr Oesywlor SntemW 128<r/ Till. Cur•en, IN an pq„ qrg ypg q,qr d,Br e tl as W r, Pow Ow Rw N Iw 1.0 Italy an OA9 W an S 9•r --.am nn;�n.•tore..+•,.rrwemeynmYr..w.r.ir.,a.,-nlmam�Nro p.id OY g.@ go N/A W 60H8) TO TEE DRIVER. TEST PROCEDURE: IESNA LM-79-08 TEST DISTANCE - 20.0 FEET AXIAL GNDLED0E8A FLOODLIGHT CHARACTERISTICS DEG HORIZ. DEG UERT. IES TYPE 4H X 4V MAXIMUM CANDLEPOWER 1469. AT 0.0 H, 0.0 0.0 V s5.0 o. 90.0 0. HORIZONTAL BEAM ANGLE (50$) 28.3 deg 8 75.0 0. 0. 85.0 83.0 0. 0. VERTICAL BEAM ANGLE (50$) 28.5 deg 65.0 5. fi5.0 4. N w Q �1 W/� J J IliS V > L~LI iC) O Z:) O III �y '^ v' 10N LL I- J to J N LL Q z zQ O G w 5 L i2 M W N 11 ri J mth.n Mtm-aumwe pemermvcwt. pnwaing nc"lot resiWnam - HORIZONTAL FIELD ANGLE (104) 56.3 de S 55.D 10. ss.o 10. .WtranumsdegTN honandabraem". Siser,bmrw.lia[k :sle wnn.are awimere Y nwaLmm.ww VERTICAL FIELD ANGLE (10$1 55.7 deg 47.3 Is. 47.5 18. • Mgm,GsO-DA.2B.9lbaha.l•a1; osD-e-m,2d41m.nz9y41: Mpswtwa,,,ma,a;rwLu„ewr„va✓ BEAM LUMENS ($ FIXTURE) 203. ( i $ 1 42.3 26. 42.5 28. Coa e-M-TSP,(bit (19lil l:Ooe-TM: 32.61be. 11Atligl FIELD LUMENS ($ FIXTURE) 390. ( 81.0 $ ) 37.5 46. 37.5 47. EI MC&SKTFN if zRcm sOxnr TSNnr 1p8tmBp�n,r�j TOTAL LDNENE ($ FIXTURE} 481. (1GD.D $ } 33.0 79. 33.0 79. • Inwtvmun:110-2RW or Y74BOW 50/rxn Claµldrwen AnONn. Dolls Wilma' WF Rewn•Y Uka age EFFICACY - 72.0 lm/W 29.0 129. 29.0 132. • PMw Hcmr:•e9at WII Wtl LMFE. up 25.5 22.5 203. 294. 25.5 22.5 204. 305. • TwlnamanM rdwam:rx5%rtwu loos wS gi I mmmnd. M Lw ,nl .m na 19.5 420: 19.5 439. • Ise au gn rye suppreznon pmm�ionzmMaW S+mnlm !as Led IA IV, i0! 17.0 558. 17.0 567. • wee, maeainates mnng.a sloe bmwmsearlyperJoare.Mrdwum 'e AwwP Ira LM u am aw 15.0 682. 15.0 705. beYwOloadtlress Trash wr.em 5o'M spniN.R le, IN W Farm 1w 13.0 021. 13.0 643. • eonsoivanorvifmwniitaa< ].myth repulnd 11.0 967. 11.0 986. • oasinee with 0.1 AV d,mmin,,o,btlAn. CeMnW by.lhen Yc °m.Y•la Ln Ira W EEP Bw 9.0 1110. 9.0 1142. • Rod, Ed oimmnq wec alien m.eem.ss Po em•ma[ I.., Lm W Iw raw 7:0 1240. 7.0 1262. . Meim,e,Wse Cu aWr ldmd .q a.mm�nc is. raw aw ary e.w afeuumWatla171MMYaLIALIFCAnI1E znmr,anr Lot LM am: ova 3.0 1427. 3.0 1432. •'ULIVListed gi-c aammdnr Iw rw Don oxa= asp 1.0 1463. 1.0 1464. • SuimbW mrwel l.ntiore m'R nA O.IP • Enclosure nreelPe6 anEc dmxr Nmn oWerae Wtno,rc Repwn ,,•"m.r�.,.,,,,.a.e.mxm -1.0 1463. -1.0 1463. •conzmtmagrYmreE cendN pmeuaz "°;n,'"•,,;,"t„"";,w low.rn ynpmm•.mbm. °mamma -3.0 1427. -3.0 1425. • cenaiW.oM51 m3e M1-zrl 30 dregs and overpass Ydrat., Gan ,yN lulu.. m. -5.0 1353. -3.0 1345. wnknotheA, MTM, andlePm "'^'iu°•"'ui°au°°"""""'""""""'° -7.0 1240. -7.0 1234. • ANSI CLNTo 10110V surye prorplers. ]wreath attnWanrowilMEEESEEN ,umereenwvxn,auze•namrzwnl..maw•eemn- wca xu pen omeem:aw La. -9.0 1110. -9.0 1101. C62.nLz ACwaaWiea -11.0 967. -11.0 958. • M.etz FCCPan15,5ubp HB,Cmss AllmilzmrcondudNa:mruli..d -13.0 921. -13.0 766. Mtwnau.a -15.0 682. -13.0 642. • LY�meanefiulshendunnwleNWmwithsland5.G hours Of wmNYewu xmaxwmn® eW tpkm -17.0 556. -17.0 321. a butted ambient spat US conditions mdeflned In A5TM51roul 117 pa.BLSNF w3FNaFa1 O50-Nm-pwrSRl -19.5 42D. -19.5 389. • MCMSRuYAmer1<anmquimmnlswiln:n ARRA Pon we'd rcs penKeewO xa mpamm.nmmme -22.5 294. -22.5 269. • DEC and Dls Premmm quauaW wromns aa,iahle weer 70 cal. some -nwuwlms rmnmmmamYl.i-Nth e(l°°n^..Imumnw -25.5 203. -05.5 1s4. exceptions options appiforeanrerso hdps)Mww-aazi9nlgMz.or9/zeacn/ must t' information r,- 29.0 129. 29.0 117. • ROHS put .c umcmryb Np it. its wine -33.0 79. -33.0 70. 7� o • DaR SYyF d1ylMPpp awn W dWIh 3pN CCIaMtlinn Wnwwax.uaN IA[wmwa -37.5 46. 37.5 43. {; P�,TH I, er Ire sop loll mnls only Pl<ase reNrm +b drrNNu prim, ynm,pm.w. s earaFpe-ra[.a:eus 42.5 28. 42.5 29. r -ImmeM wu lwalorxiswwxweprv[.... T 88] pringto .1 c d .Oft 47.5 18. -47.5 22. Wpmtelrex,m. ••nxr nom"a Pa h.new,ml, INL.r.ptim,a °e`%'°°'°'^°°° NIY Wnrnwngmnl•r1aaY•e Checked B HYRE -ss.0 -75.0 1,1. S. -55.0 -75.0 1s. 7. O narec ^ Nn P.wlmapremtsw lore -Nnwmtlt^oaks[. mmpaw Approved R BEATTlE -7s.o z. -7s.o z. ,� O2/05/202> 'y m°"e'er'°' mwi%ell°mwiwa pm^a^n Ianmr im.waw.e.ewe.Wl Lighting Engineer-85.0 0. -85.0 0. Q .^ram-aN,^aa m 90.0 0. 90.0 0. D DANIEL C. HYER Y clodoo a°m'm r.mainframe LIC. No. 45590, III n.euemim [win 1a01 loopsload plea•«ee uM�m-somas awn leoplllI'll4 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. CREE= LIGHTING FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. ALL CANDELA AND LUMEN VALUES IN THIS REPORT ARE BASED ON ABSOLUTE PHOTOMETRY. THIS REPORT IS BASED ON PUBLISHED INDUSTRY PROCEDURES. FIELD PERFORMANCE MAY DIFFER FROM LABORATORY PERFORMANCE. 6 LUMINAIRE IIBII SHEETZ AIRPORT RD & SEMINOLE TRAIL ALBEMARLE, VA R L-6591-S1- R2 TONAL APPROVED DCH SUBMISSION NO. 5 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C9m2 V 2018 - LINE+GRADE, LLC 1 2 6 Convenience Architecture W 0 and Design P.C. z 351 Sheetz Way, Claysburg, PA 16625 P 8OLA__—_—_____—_ —_,_____—_—__ 32CUP phone (814)239-6013 m email tcolumbu@sheetz.com itJ web site www.sheetz.com Z < — E B B B B B B B PROJECT NAME: 115 B B B B NEW SHEETZ STORE ^/ Z ALBEMARLE _ TOP OF WALL CAS IGHL _ _ _ a__ _ _ _ _ _ - _ _ _ _ _ - 22' - O - -- -- - -- TOP OF WALL CAP �Ia $" �QPQWAL�APLLQWL _ — ._ . • _ TOP QF1" /BI.4S8PiL�10l1� ; 21'-5" ----------------------_------------ F-----, ----- 21-_5" COUNTY (D r� rrrr= rrrrr .rrrr rr. rr.t rrrrr rrr 'yr rrr rrrrr 1 rrr rrrr-' __ y.-. rrrr JII� YI"7R�f�{.d�! 'L1:�'•{4 i� I '.'Ybi�l1 rrrr . rrr 1 .rr yarrrr ar - - - - - - - - - - - - - - - - - - - - - rrrrrrrrrrrrrr rrrr rrr rrr. r rr rrr rrr r rrrr- L - rYrYa.�rY Yi.YrY .r.rY Y� Y 1e.�0 M li Yma Yi.Y Y rY YrY IJ•orr r..r rrrrr-^ r r- ;rzss :rrr -^Y rrs _.�rrsgrrr r rrr=. rrrrrr I NT. OF STATE ROUTE 29 yY o�rr r—s r �Zr, rrr r r r r r -• - r — -- -- rrrr- _r emars__msrr-- AND AIRPORT ROAD _ Yi.Y..___._ . a R •rt. A " ABLEMARLE COUNTY .�r .firs rrr sr sir rr. r. Zr _ rrs rrr s� r r.. rs rr.. V I RG I N IA �� rar_ -rmate..r r r ..r S_ � =r. r. r : � • . �_ ems.._ - - Uj 7ww7 ...'ar �-; 9 9 rr r .� rrr ��.. ' B 9 9 9 9 ........ s: "� � r_ rYa v� o� •� � r rY.�rr. OWNER: r rr rr.r SHEETZ, INC. - -J 5700 SIXTH AVE. ALTOONA, PA 16602 rr -��r. rrr err D NH FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FINISH FO' 0 0. CONSULTANT FRONT ELEVATION 114" = T-0" ___-_-___- HPCUPOLA-S 32' 6" z B B B B B B B B PROFESSIONAL N (D B B 8 B 8 � � C LL.i Z Q TOP OF WALL CAP(LOW) _ _ _ _ _ - g + _ W 22- TOP OF WALL CA_PLW)— _ `+ J �/ J 21''5 — A 0-> LL-I _rrr ,rrrr. r rrr ,r �s r rrr rrr r o. �'�' �° �'_, rr rrr — — -- 0 ~ y��-- _— 1------ — =7-- — — — KEYPLAN -- rrrrrrr _.. _ J LLJ .........Y.' _r,—_,P Q rs?r =r rr .......... .......... Y' r �'. C0 rrr, rrrrr. rr - I I I r. H N rL =r • r, r rY..==_ rrr, ,TiijMr irZ _ „�.rr rrr r—:�s—sr -n U •__�_ _rrs= 1J d ❑ r _r - o Z irr r rrrrr i - O riser �•eY Q r, rrr B FINISSH FLOOR _ _ _ _ _ _ _ - - _ FINISH FLBO � 0. L 2 LEFT ELEVATION 114" = 1'-0" U o OF Df�,a 9'-2Y2" o o 02�05�202> Y D DANIEL C. HYER a Q LIC. No. 45596 RLSH FOOD ISSUE: 1-13-2021 d�t'w iv PROJECT NO: 172556 '��ONAL MADE TO ni�DFR AUTHOR BY: RJK REVIEW BY: TMC APPROVED DCH A A SHEET TITLE OUTLINE AREA = 21.65 SQ.FT, BOX AREA=25.94 SQ.FT. SUBMISSION N' rJ TYPICAL OF 3 NOTE: Sign applications are required for all signs. PROJECI 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 plan. ELEVATIONS pp Y g p LINE + GRADE n� WALL MOUNTED "SHEETZ" BUILDING SIGN A200 1 12 13 15 6 AlmO E 19 FRONT ELEVATION 114" = 1'-0" I PCUPOLA 32 6" HP CUPOLA TOP OF WALL CAP (HIGH 22' 8" TOP OF WALL CAP (LOW) S 21'-5" _ TOP OF�LABS 0'-0" DRIVE-THR - Convenience Architecture and Design P.C. 351 Sheetz Way, Claysburg, PA 16625 phone (814)239-6013 email toolumbu@sheetz.com web site www.sheetz.com E PROJECT NAME: NEW SHEETZ STORE ALBEMARLE COUNTY INT. OF STATE ROUTE 29 AND AIRPORT ROAD ABLEMARLE COUNTY VIRGINIA OWNER: SHEETZ, INC. 5700 SIXTH AVE. ALTOONA, PA 16602 CONSULTANT W z J v z PROFESSIONAL N O C C W Q Q Z TOP OF WALL CAP (HIGH) ❑ - —' — - — ' TOP OF WALL CAP (HIGH u, TOP OF WALL CAPLGH)_ _ _ _ _ _ _ _ _ ❑ TOP OF WALL CALLOW_ 1 2P-6" ___ _ _—___—___—_— 21'5" V Q w pil .� _ �.-:r:�. _. _. _.. .-. _, - rrr r rr rr r a ram r rrr - r- - 0101 rrrrrrrr r . rr i.•rrr. Zrrr. r�iai•.r ?ter • - .trarrrr ", : V7YYL" rr r rrr. rr r.r�rr. �u � F� rr�w. rr. r. r'RC3aria rrr�_r _rrrr_r r r. ...... rrr r�Srr rrr• r ��' rr rrrr rrrrr rrrrrrrr rrrr��oi•� r �� ��� r�� rrrr err rrrof ❑ - - - - - - -- Rrrr�i���r Z�'Lrr ZriYZ =ram rrr �r ii�ii�rrr .=ii�il�e -. ❑ ram» r rrrrr rrrr.rrr KEYPLAN O _ _ �r i�_re�rr �r���rrs_r_ _ _ .i_tirrrrrr �r��r� S r: __ __r, ________r_�_ r_r�_ _ millo__ _ r rr a r = =Arrr =r = = ..7l71M✓!L�=�O�rS'�,��� �A�r�. "� _ JLU JZD Q _ rr. wr�rrr. �urrrr rrr ...rrr. rrr. r�rrr �urrrr. cur rr. r... r._ -- oo.. rrr �ur�rr ....... a rrrrr .................................... Zrrr� rr rrrrr rrr. rrrr.rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr � .............. � rarSrZi Tr��•1r� Z�r �rrrr�.�i�r�i ANN�i�in �i�%��•Trrii•��Zr�r" 'u ri%SrrT��Tii �. n: ®wrrr�o_w_r_rr�wrrr_®_w_r_rr®r_r_r_r_®_serrr��wrrr®wrrr®wrrr_ err®wr r®�wrr.. o rZ..rrr�rr.irrrrr...�rarr..rrrrr� i�� rrrr rrrrtirr rrr. rrrrr�rrrrrr�rrrrr a •Zr. rrrrr. .rrrZr� r rrrr. .rrrrr. rrrrr. rrrrrrr rrrrrrrrrrrrrrrr�rrrrrrrrrrrrrrrrrrrrrrrrrrrrr< �rrrrrrrrrrrrrrrrr W arr r. arrrr r. arr arr rr rrrr. arr r. rr r. rr r. rrr ry rroo� 7 L LL_ t.l..l O H W •fi. ' 1YYL' .Sd.iTY�C'YY� 1Y 1006s '9Y�LSOdsd'lIR7R�'C7L.: "IYYY.r. '�6d1'�YL�'i1'17{�'YL�JC�d�Y"" -7YL '11Y�11�CC�S '�Y'i�Yl�'r1'JYi�-; rYr , sr .r.�r. r�.�irrirrrrmr�avrrs�rr�rZrrZr.ir��'rs 'r"r'r�urr�rrrrrrr.rrrr.er orZ�-rrrr �- �r�ri�ri r���rrr� .rcrriurri m J rr�%r�r�..rr�rr•rr. .i�.rrrrrc+��:.. i �� •�ii i Z�r �%Zi�r�i .��irr r��rr - 2 i rrr®wrrrrr�rrr®w for®surrrvwrrr��wrrr® rr r ao "��r��— r r — =1ri.- ���� 1. z rr rrrrr�rrrrrrrrrrrrrrrr�rrrr�'irk r r' rrrrr. err �r roil�rj�rrrr rrrr U ❑__'_R7YW._.45_.1'7R_rCilY_S_'19�YQS`"_s.L_'IY_�YLr_r'oloo '__OiR'..�.='.. q___ _.. I r �r�'rrr .�. .rrrr .rrrr rrrr" �r r Z %rrrr .rrr B A � TOP OF SLAB v 0'-0" 9'-2/2" OUTLINE AREA = 21.85 SO.Fr. BOX AREA = 25.94 SQ.FT. TYPICAL OF 3 WALL MOUNTED "SHEETZ" BUILDING SIGN 1 /2" = 1-0' RIGHT ELEVATION 1W = Vl NOTE: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated Sign applications are required for all signs. Approval of these plans does not include the approval of any signs shown on this plan. B Z O _a K O W Lu 0 Lu Q Y Of Q ISSUE: 1-13-2021 PROJECT NO: 172556 AUTHOR BY: RJK REVIEW BY: TMC SHEET TITLE EXTERIOR ELEVATIONS A201 MAN TH Ol ovlo ow Z 1 DANIEL C. HYER Y Lic. No. 45596, ION AL APPROVED DCH SUBMISSION NC 5 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E Alm 1 TOPOGRAPHIC SURVEY TAX MAP 32 PARCELS 38,39 AND 39A ALBEMARLE COUNTY, VIRGINIA This Topographic Survey of Tax Map 32 Parcels 38, 39 and 39A was completed under the direct and responsible charge of Brian D. Jamison, Licensed Surveyor No. 3334, from an actual *Ground survey made under my supervision; that the imagery and/or original data was obtained on 1110712019, 1111112019, 02/07/20 and 02112120; and that this plat, map, or digital geospatial data including metadata meets minimum accuracy standards unless otherwise noted. 1tl Title Report was Provided and used in the preparation of this survey. 2. Miss Utility Ticket No:BO03400793-0013 i Ticket No: BO03400793 Rev: OOB Taken: 02/03/20 10: 17 AM ----- grovel yence /. �4 1 /• 1 I +-Aprox. 5' Waterline Esmt.((Aggreement) I tencys- ��-� 1 I I D.B.698 P.335 and D.B.644 P.213 -li%d "beginning at the water box now located behind that structure existing on the property, and running in a wester)y direction to the base of the natural slope and thence procee ��, toward the south olon the western boundary as near as possible to that boundary witf I I Wringing on the natural slope 1./� ,•�'' / ! 'sue �,`' '� '* .a 1 ��/ TMP.32-38A s /' .'`•.�'9",✓✓„-.`�®'�`;<�':< .<,.'�' \ 1 I NSF TERRY ®t �t 1 II II D.B.629 P.104(plat) t I I M� I 11 TMP.32-39B I COMMONWEALTH OF VIRGINIA rStm-arate DEPARTMENT OF TRANSPORTATIOND B 4574 P 676 =1 i 1' r� � f of I f Iss i Ak Imailb0 es l� I �) �q HWPB.XIV P.200-207RP ` t Top--533.58 Riser 10=530.83(15"rcp)HWPBXIV P.151-158 54464 ` AsphaltT32 415") I 3. Utilities and Easements other than those shown may exist. sa.. 10.=538.82 \ 1 ` f II (3 ( ) 1 { ✓ -i a/4� w , :!� w s. /'/ 30"RCP. 10=529.79 24 rcp 1 1 ` i' etGn �. � i ed Woj' n t v\v t SSAK l�T�� Tom 53�47 /•"/..- / �' i L .e�°°„ \� t�r26.02(lat) /• II=525.72` - - - _ 15'ACSA Waterline Esmt. ((as shown at) ice~ D.B.3503 p.180-187 i D.B.525 p.643 0 N I 10=5 5.67 i 111d N� / \ gravel / 3 rot . .E 1 �: • !� , Jti t �Ss.f P -grate I SS.Mh. .7 �.. Top=534.55 �. Top=537.50, IF 1=529.40 �•�' .-- • II-=527-%-7 0'�' 11- 529.00(15"rcp) m ' r Stm-Mh, fence �'�` ll.=536.83' M 11=2•"75 w/ fink . _„ ,? t6 527.65 Top='51.81 chat]_ � 2„CM / P f 11=541.31(30"rcp) ��® o. i 10=541.11(30°rcp) •,•`' � nm m. , I , p O I L, ' •' J• •• =�� n� �� "�I a•n .en ven aen •en as" \SS.Mh. - Top4! 15 " \ �11=52.4 \ gravel \0=542.2 �� _ " . d / / / / NEW PARCEL \ ed. _2_ Wbin6(CO I •>f2 TMP,32,39 ti ' Asphalt TMP.32-40 3I NTRUSTEE of the FAMILY TRUST t S+aY V AIRPORT AUTO INVESTMENTS LLC © l of the """O Frame 5141ocV -z,- ®� c;I TMP.32-38 D.B.5189 P.548 b c �� WILLIAM A. MARSHALLJR. REVOCABLE TRUST main', \\ ` ' i� N/F AIRPORT PLAZA LLC D.B.4464 P.203 o QI I D.B.4464 P.203 o nr 93s.7 grovel� � 1 D.B.4622 Pi D.B.3503 P.180-187(plat) CU D.B.3192 P.264 D.B.3192 P.264 I I I D.B.2717 P.317 tt01 silo (I i D.B.629 P.104(plat) 1 I \ 0.626 AC.(SUTVe ) D.B.2717 P.317 °� D.B.629P.101,104(pkat) \ \ �' o Y D.B.2284 P.385 j N ' I D.B.2284 P.385 °" A ®, frame shed1. H.W.P.B. XIV P.151-158 I I ',; I H.W.P.B. W P.151-158 H.W.P.B. XIV P.200-207 a H.W.P.Q, AV P.20D-207 D.6.715 P.634(plat) I m I D.B.1639 P.566(pkrt) `�� �-.� 1° �\ `\ • ra 1.667 Ac.(survey) o.®✓ I / // \ \ c Sim -grate .� roof _ m', drains o Top=559.43 I I rn ! t �, .^ng II-550 132 hdpe) I Stm-grace I - = ` �®att I _ a s•.',' _ l -- '1Top=556.35 ®/ f \ I 7 I-517.65 12"hMel d0e) � - ®® i • c no ' i ne - 11=5a4.30�30"rcd) " p I +� Jl \ a OVA�r1- }y t= 0=5°44.15(30"rcp) 60' N t y n ---, ��' Ex. VDOT Drain. Esm t j e,n ya main l �� ` I m oil tw 5+ts2 % CI j I Millwr' tonktw=5.3 a r^ Pro}/0649-002-158I $oof afn l e" C✓ of �.--_ bw-46.8 I, �' aul n"e' m^� CO. % t Co VAC 38 o gW. Mi OteO=�Elec. 2 Story Frame �� C / o s 1r Opole No wi ement _ 1 a n (Y 11831 36.0' In)-� ft 5+�Z e ° ` °� ©.. Fes ' 3/ i I I Story 24.t' r � �s RT. ai El cindlocl shed wce N ' t c w 16.3' • , W , 74.4j.,..,ons - . stone - I 1 o I , . olio TMP.32�9A rd: 1 o I Tx - / .'®�1 N/F WILLIAM SCOT! MARSHALL, _ � • / I ' 1 over cony ` •- gravel _ l TRUSTEE of the FAMILY TRUST __ �lOf the 1 Story _ ' 41I �•t ;------------------------ IF. WILUAM A. MARSHALLJR. REVOCABLE TRUST, n N Metal Bldg. 4,0 eve` I • 1 g 1 D.BA464 P.203', }Y 791 N 111 I T d ' \ ` 1 D.B.3192 Pi , ,p D.B.2717 Pi ', v D.B.2284 Pi H.W.P.B. AV P.151-158 _ • 1 . k C SZ1 I ii ' I J pole,\ �.� ) �^I H.W.P.f},'XIVP.200-207• rat ® / �wr D.B..1'63' 9 �) &sins I i �® c D.B.629P.101,104( at) 3'N s' conc. d Ex S nrtt Centel & .s'Dio. S19'22' 3 _ 37.30' Asphalt I I l - �_�-__ Ex• d Dominion Va. Power sm't-�' _'�raJA'u�i44 Ob3el E 't "`O - - .-. _ ' `n� Pro}�0649-002�58 � M� �? ' •, I -15� - -_ gravel -~ WV: arnted' I - - - - ..,�� `- - - was-il- ~• a --- ___ r r • D.I. - - grov / --------- TOp-559.97 �owr_ _ °•Elee� V1 N •47 5T" pole �• TMP.32-3 Inv=54.55( -- j N55'39'57"W 243.29' `-- ---- 0.061 Al ---------------------- ----- - {survey 10=554.55(30"rcp) D.I. _ mailboxes Saiq qfi 4"W - Top-556.88 sign II=549.5815"rcp airport IF. 26.5' 11=549.21 15"rcp�S 10=548.3 (30"rcp) ahead D.I. si n " 3 TH pF 3 Top=554.73 sign 10=550.98(15"rcp) adopt _ C, ' 8 STATE R OUTS bgq(Vadable) _ 4 H, W'P B' XIV PP• 151-158 Benchman BRIAN D JAMISON a OI. Top=557.85 H'W'P•B. XIV pp,200-207 ��011 wlth No. 3334 - �°•s,T °a=ono �,.. °. RGA cap •L DI. DI Top=559.42 Top=557.85 10.=555.09 Inv -550.40 N S Inv-550.42(Sj 1 Inv 550.38 's ll / i ,/Aspholt 1 41 well e airport o-plaza e sign " ; t7 /tlJF ' polej I w ne " co &T Ah. wnes fib wito�ss • fiber nlel Q optic bi moult I ult I moil ess'm I I ,s 1 ll s fl'uyI' 4 11r! =536.10 {15"cmp) m cyCON ^cV il CL Q � XX a] pp as �33 Q=r ti^ \ bollards Elnel phone o panel ^ box - led. _ 30 eter o i . 10.= 41.96+- HVAC '" .jt o� �' 18" cp 1 . / wOT tw=48,7 Vaults oof chimney bw=45.2 Q train �si nal 1w=47 tro 5c ale t it VDOT IF. pw=4.4 gn w cap X100 ike one N55"02'36"W D.I. n SCALE 1" = 20' 0 17.11' (tie) To=546.65 z IO!542.35(15"rcp) ((( o zo to a zo ao SCALE IN FEET af w S 9:\RGA\TMPROJ\ 19.0679 ALTA\TOPO_PH-2.pi