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HomeMy WebLinkAboutSDP202000061 Plan - Revision 2021-07-16AIRPORT 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 NAM.[ OF PROJECT: AIRPORT ROAD SHEETZ PROJECT LOCATION: 3510SEMINOLE TRAIL ALBEMARLE COUNTY, VIRGINIA DEVELOPMENTTYPE: BY -RIGHT APPLICANT/OWNER: CONTACT: ANDREW BALDWIN AIRPORT AUTO INVESTMENTS PHASE 2,LLC ADDRESS: EDO EAST WATER STREET, SUITE CHARLOTTESVI LLE, VA 22902 PHONE: (434) 422-M EMAIL: ANDREW@)ORECVILLE.COM ENGI N£ER OF RECORD: CONTACT: UNEAND GRADE CIVIL ENGINEERING DAN IEL C HYER, PE ADDRESS: 1134TH STREET NE; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 434-262-0169 EMAIL: OHYER@i LINE-GRADE.COM SOURCE OF SURVEYAND TOPOGRAPHY: SOURCE: ACTUALGROUND SURVEY (SEE SHEET XI.0 FOR SIGNED SURVEY) CONTACT: ROUDABUSH, GALE & ASSOCIATES BRIAN JAMISON, LS ADDRESS: 914 MONTICELLO ROAD CHARLOTTESVI LLE, VA 22902 PHONE: 4,14-977-0205 EMAIL: 9JAMISON @ROUDABUSH.COM PARCELS. N TMP 32 39 N OWNER: AIRPORT AUTO INVESTMENTS PHASE 2,LLC u1 CONTACT: SEE APPLICANT INFO r1°y PARCELID: 0320D-00-00-03800 Lj ZONED: Cl COMMERCIAL �- OVERLAYS: AIRPORTIMPACT; ENTRANCE CORRIDOR m PROFFERS: VETERINARY OFFICE AND HOSPITAL Iref. SP-1996-00008for conditions) LEGAL AREA: 0.627AC O7 27304 SF a TMP 32.39 w OWNER: AIRPORT AUTO INVESTMENTS PHASE Z LLC C PARCELID: 032MOD 00039M Q ZONED: CICOMMERCIAL w OVERLAYS: AIRPORT IMPACT; ENRANCE CORRIDOR; MANAGED STEEP SLOPES LEGAL AREA: 1.666AC Z 72,556 SF N TMP 32-39A OWNER: AIRPORT AUTO I NVESTMENTS PHASE Z LLC w PARCELID: 03200-00-00-039AO ZONED: CICOMMERCIAL m g OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR D LEGAL AREA: 0.061 AC 2,654SF TOTAL LEGAL AREA: 2,353 AC MAGISTERIAL DISTRICT: RIO PROPOSED SITE PLAN R£QU IREMENTS ALLOWED OR READ BUILDING HEIGHT: PER 21.4 MAX HEIGHTALLOWED = 65 FT EXISTING BUILDING HEIGHT= 12 FT PROPOSED BUILDING HEIGHT= 24.33 FT SETBACKS: __ _ Pet4.20 PRI MARYSTREET(RTE 29;PRINCIPALARTERIA L)MIN FRONT BIkLDINGSETf14CN= 30 Fr PRI MARYSTREET(RTE 29; PRINCIPAL ARTERIAL) MAX FRONT BUILDINGSETBACK= NONE REQUIRED SECONDARY STREET {AIRPORT RD; MINOR ARTERIAL) MIN FRONT BUILDING SETBACK = 10 Fr SECONDARYSTREET(AIRPORT RD; MINOR ARTERIAL) MAX FRONTBUILDING SETBACK NONE REQUIRED SIDE AN D REAR BUILDING SETBACK (ADJACENT TO COMMERCIAL) = NONE REQUIRED PARKING SETBACK = 10 FT e WFIEMPLIBLIC51DEWALK 6 OU75VE RJGHTOF WAY, SETBACK 06TAALE SHALL BE MEASURED FROM RACK OF 51DEWALK. SCREENING: ADJACENTTO COMMERCIAL NONE REQUIRED PER32Z9.7 SEE LAN DSCAPE SHEETS FO R SPECI FIC SITE ELEMENTS TO BE SCREEN ED FROM PUBLIC STREETS BUILDING FOOTPRINTS: ------------- ---------------- -------------------------------------------------------------------------- EXISTING BUILDINGS AIRPORT PLAZA STORES 5,721 SF 1 STORY FRAME & CINDERBLOCK 3,513 SF 2 STORY FRAME 1,394 SF 1 STORY CINDERBLOCK 794 SF METAL CANOPY 190 SF FRAME SHED 1 303 SF FRAME SH ED 2 101 SF FRAME SH ED 3 282 SF EXISTING BUILDINGSTOTAL= IZ296 SF PROPOSED BUILDINGS PROPOSED CONVENIENCE STORE FOOTPRINT 6,077 SF PROPOSED CAR WASLJ F007PRW7 L024 SF PROPOSED FUEL CANOPY FOOTPRINT 4,S38 SF PROPOSED BUILDINGS TOTAL = 11,639 SF LAN D USE: PER22.21c CONVENIENCE STORE CAR WASH (DRIVE TH RU TYPE) _ FUEL STATION (CANOPY) PARKING REQUIRED: Pe74.12.6 MIXED USES (SEE PARKING TABULATION TABLE ON SHEET C0.2) TOTAL REQUIRED PARKING = PerAOAStd. 20 HANDICAP SPACES REQUIRED = TREE CANO PYCOV ER: SEE lANDSCAM AM 6,077 SF 1,1124 SF 4.538 SF CONSERVATION EASEMENT NOTE: VDOT DESIGN CRITERIA: THE CONSERVATION EASEMENT SHOWN HEREIN CONTAINS PROTECTED FOREST & OPEN LAND USE: COMMERCIAL/RETAIL (WITHOUT SEPARATE TRUCK ACCESS) SPACE LAND THAT IS SUBJECT TO THE GUIDANCE SET FORTH BY DEQ IN THE VIRGINIA DESIGN VEHICLE: WB-67 TRUCK STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A RADIUS:50, NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM DESIGN EXCEPTION: AM-E FOR ROUTE 29 ENTRANCE, APPROVED ON: JUNE 18, 2020 AUTHORITY, SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING (SEE SHEET CO.2 FOR APPROVAL CONDITIONS) SHEETZ AND REVEGETATING, PASSIVE RECREATION, (E.G. TRAILS), AND LIMITED BUSH HOGGING TO INTERSECTION SIGHT DISTANCE: 530' MAINTAIN DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A YEAR). SEE SHEET CO2 FOR TURN LANE WARRANT ANALYSIS AND TRIP GENERATION FIGURES ADDITIONAL SITE INFORMATION: DISTURBANCE AREA: 2.59 AC (113,016 SF) EXISTING IMPERVIOUS AREA: 1.11 AC (48,444 SF) PROPOSED IMPERVIOUS AREA: 1.60 AC (69,667 SF) PERCENT INCREASE IN IMPERVIOUS AREA: 43.8% MISS UTILITY TICKET NO.: B003400793-OOB 12 DIGIT HUC CODE: 0208-0204-0303 (NORTH FORK RIVANNA RIVER - JACOB'S RUN) NOTE: THE SUBJECT PROPERTIES ARE ALL WITHIN FEMA ZONE X (AREA OF MINIMAL FLOOD HAZARD) AND ARE NOT WITHIN THE FLOOD HAZARD OVERLAY DISTRICT. SHEET LIST TABLE SHEETNUMBER SHEETTITLE FSP o v • oe O p HBO vo 60 P l 8 DO e 6 a oe a o 0 0 � a o a O •e ° 0 A A o0 9 Z�IPROJECT LOCATION •o . p ee ,° ❑' ' 4„�,i,M� 06 s NCb a ooe .go if o 4�/ erg_®°HI3✓j .o °v ° o e 43 SPACES VICINITY MAP N LOCATION MAP ;� 2 SPACES � J �J SCALE: 1" = 25,000' SCALE: 1" = 2,000' W PO/VS M P CO.0 TITLE SHEET - FSP CO.0 TITLE SHEET - WPO VSMP CO.1 GENERAL CONSTRUCTION NOTES CO.2 ZONING, PARCEL, AND SITE CALCULATIONS C1.0 EXISTING CONDITIONS, SOILS MAP, AND DEMOLITION PLAN C2.0 EROSION AND SEDIMENT CONTROL NARRATIVE C2.1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C2.2 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C2.3 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 C2.4 EROSION AND SEDIMENT CONTROL DETAILS C2.5 EROSION AND SEDIMENT CONTROL DETAILS C3.0 TRAFFIC PLAN C3.1 SIGHT DISTANCE C3.2 TEMPORARY TRAFFIC CONTROL DETAILS C3.3 TEMPORARY TRAFFIC CONTROL DETAILS C4.0 SITE PLAN C4.1 SPECIFIC SITE DETAILS C4.2 VDOT SITE DETAILS C4.3 SHEETZ DETAILS C4.4 CARWASH DETAILS C5.0 GRADING AND DRAINAGE PLAN C6.0 UTILITY PLAN C6.1 UTILITY PROFILES C6.2 UTILITY PROFILES C6.3 UTILITY DETAILS C6.4 UTILITY DETAILS C7.0 PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN C7.1 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN C7.2 VRRM TABULATIONS C7.3 DRAINAGE MAP C7.4 HYDRAULIC CALCULATIONS C7.5 BMP PLAN AND PROFILE C7.6 BMP DETAILS C7.7 SWM C PLAN AND DETAILS C7.8 STORMTANK DETAILS C8.0 LANDSCAPE LAYOUT AND MATERIALS PLAN C8.1 LANDSCAPE PLAN C8.2 LANDSCAPE DETAILS C9.0 PHOTOMETRY C9.1 PHOTOMETRIC RENDERINGS C9.2 LUMINAIRE DETAILS A1.0 ARCHITECTURAL ELEVATIONS A1.1 ARCHITECTURAL ELEVATIONS X1.0 SURVEY 44 TOTAL SHEETS 28 33 SUBMITTAL LOG SUBMISSION NO. DESCRIPTION RECIPIENT SUBMITTAL DATE 1 1ST INITIAL SITE PLAN ALBEMARLE CO. DEPT. OF 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 SUBMISSION COMMUNITY DEVELOPMENT 4 2ND FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 11/20/2020 SUBMISSION COMMUNITY DEVELOPMENT 5 3RD FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 2/5/2021 SUBMISSION COMMUNITY DEVELOPMENT 6 4TH FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 6/11/2021 SUBMISSION COMMUNITY DEVELOPMENT 7 5TH FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 07/16/2021 SUBMISSION COMMUNITY DEVELOPMENT SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL 6L\1m W z J N LLJ g LL ] z 2 z � J > Q LLJ z O� o J L-L-I z_ Q O LLJ DO N J I L Q I 0 LV LLJ �2 LLJ V / J 0�>6�202> r'2 DANIEL C. HYER a LIC. No. 45596t /OVAL V� APPROVED DCH SUBMISSIONI Ni' 7 PROJECI 1903600 THE WORK OF LINE + GRADE Como GENERAL CONSTRUCTION NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES. 5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES. 6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY IS PARAMOUNT. 7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT OF WAY, OR ADJOINING GROUNDS. 8. ALL WORK AREAS SHALL BE CLEANED DAILY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES. 10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEYAPPLY. 11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION. 13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE. 14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED. 15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE. 16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE MATERIALS AND , DAMAGED EQUIPMENT LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. Q 17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN. 19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER. 20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER. 21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING CLEANING. 22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL. MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE ACCESS PROCEDURES WITH THE FIRE MARSHALL. 24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS. 25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER. 26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES. 27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. WORK AREA PROTECTION AND MAINTENANCE: 1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS. 2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED. SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32 3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS. 4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18) 8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES. 10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS. UTILITIES: 1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION. 2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. EARTH WORK AND SITE CONDITIONS: 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE FILL. 3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON ALL PAVED SURFACES. 6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY. MAINTENANCE OF TRAFFIC: 1. A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD WITH VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. 2. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE COUNTY OF ALBEMARLE TRAFFIC ENGINEER. 3. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS. GENERAL NOTES 4. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE. 6. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE. 7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS ADJACENT TO THE BUSTING PAVEMENT WITH A'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW, BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED. 8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC. 10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE MOTORING PUBLIC. 11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS. 12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED. 13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA PROTECTION MANUAL. 14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED. 15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES. FIRE PREVENTION: 1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. CONCRETE AND ASPHALT: 1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS. 4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. MISCELLANEOUS: 1. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580x131. 3. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 4. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. INf c -z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w 0 Q W z N w Q w z 2 z � 0' J > 0 � H Q Lu z O(n o J LD � z_ Q Q LL W DO Q i 0 49 z flC m Z z tti LL] 0 z z 0 U z 0 Q LLJ z LLJ ! V 0�1>61202> S, DANIEL C. HYER a Lic. No. 45596t ZONAL APPROVED DCH SUBMISSION1 Ni' 7 PROJECI 1903600 T HE W OR K OF L IN E + G R AD E PROPOSED LEGEND EXISTING $ SANITARY CENTERLINE S W WATER CENTERLINE {v STORM SEWER GAS GAS LINE GAS UGE UNDERGROUND POWER UGE Comm UNDERGROUND COMMUNICATIONS COMM OVHD OVERHEAD UTILITY 0(/HO 382 CONTOUR LINE 382 CURB/CURB AND GUTTER SPILL CURB WITH TRANSITION AREA PAVEMENT MARKING LINE BUILDING LINE BUILDING OVERHEAD/PROJECTION Lam__"__» WALL TREELINE PROPERTY LINE - - - - EASEMENT LINE BUILDING SETBACK LINE --------------- ROAD CENTERLINE - CHANNEL CENTERLINE BERM CENTERLINE - - - LIMITS OF DISTURBANCE LOD DRAINAGE DIVIDE UTILITY POLE ADA ACCESS PATH AND LANDING ► �► ' DETECTABLE WARNING STRIP SIGN -� 12 4 PARKING/HANDICAP PARKING COUNTER 26 ENTRYWAY/INGRESS/EGRESS SYMBOL TREE 0151 O SHRUB CONCRETE BMP RIPRAP ° d ° 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 SANITARY SEWER FG FINISHED GRADE SD STORM DRAIN FIND FOUNDATION SF SQUARE FEET GRVL GRAVEL SMH SANITARY MANHOLE HC HANDICAP STA STATION HP HIGH POINT SW SIDEWALK ID INSIDE DIAMETER TC TOP OF CURB INV INVERT TEMP TEMPORARY LAT LATERAL THT THROAT LF LINEAR FEET TW TOP OF WALL LOD LIMITS OF DISTURBANCE TYP TYPICAL \A/CFI \A/ATFR Cl IRFO(:F PI F\/ATIr1N RIGHT TURN LANE WARRANT ANALYSIS Location: US 29 Entrance Roadway Classification: 4-lane roadway Use Fig. 3-27, RDMAppx.F PHV into proposed site: 38 VPH From ITE Trip Generation PHV Right Turns into entrance: 20 VPH 50% trips IN front US 29, plus IGO% trips iNfor parcel32-38A (shared entrance) Approach Daily Volume; 39000 AAOT publkhedbyVD0T2029 K Factor. 0.0968 Directional Factor; 0,5314 Total Approach PHV (Current): 2006 VPH ADTx KxD Design life: 20 Years Percent Growth: 1.2a/u Basedon2018to2019data Total Approach P14V (Deslgn):[--2526 VPH Current PHVx(1+%Growth)^Design Life Treatment Determined: Taper Required Existing turn lone at this entrance wig be maintained. 120 WATER DEMAND CALCULATIONS: TOTAL WATER DEMAND ESTIMATE- CONVENIENCE STORE FIXTURE VALUE FIXTURE Slc NO. OF FIXTURES FIXTUREVAWE TOTALS BATHTUB 8 BEDPAN WASHERS 10 BIDET 2 DENTAL UNIT 2 DRINKING FOUNTAIN -PUBLIC 2 KITCHEN SINK 2.2 LAVATORY 1.5 SHO WERHEAD (SHOWER ONLY) 2.5 SERVICE SINK 4 TOILET-FLUSHVALVE 35 -TANK TYPE 4 URINAL -PEDESTAL FLUSH VALVE 35 - WALL FLUSH VALVE 16 WASH SIN K (EACH SET OF FAUCETS) 4 DISHWASHER 2 WASHING MACHINE 6 HOSE (SO ft WASH DOWN) -1/2 in. 5 - 5/81n. 9 -3/41n. 12 0 0 0 0 4 8.8 6 0 8 175 0 70 0 8 2 0 0 0 12 2 4 4 2 5 2 2 1 1 'VALUESFROMAWWA M-22 WORKSHEET COMBINEDFIXTUREVALUE TOTAL = 293.8 ESTIMATED DEMAN D = 1 70 I GPM FROM AWWA FIG, 4-Z WORKING PRESSURE AT METER DISCHARGE= 1 100 PSI PRESSURE ADJUSTMENT FACTOR= 1.34 FROM AWWA TABLE 4-1 CUS70MERPEAKDEMANOxPRESSUREADIUSTMEN7FACTOR,GPM= 93.8 IRRIGATION DEMAND TO BE MET WITHSEPARATE METER FOR fRRIGATION ONLY FIXED DEMAND ADDITIONAL FXED LOAD, GPM 0 TOTAL WATER DEMAND ESTIMATE SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM = 93.8 METERREQUIRED= 11/2" POSITIVE DISPLACEMENT TOTAL WATER DEMAND ESTIMATE- CAR WASH 200 400 800 800 1000 1200 1400 ESTIMATED DEMAND= 1 45 JGPM BASED ON DEMAND DATA FROM EXISTING SHEETZ CAR WASHES PHV APPROACH TOTAL, VEHICLES PER HOUR PRESSURE ADJUSTMENT FACTOR= 1.34 RIGHT TURN LANE WARRANT ANALYSIS CUSTOMER PEAK E AMADx-1 NDxP DPRE55UREADJUSTMENTFACTOR,GPM= 60.3 Location: Route &49Entrance TOTAL WATER DEMAND ESTIMATE Roadway Classification: 4-lane roadway use Fig. 3.27, ROM Appx. r SUM OF FIXTURES AND FIXED DEMAND, GPM = 603 PHV Into proposed site: 38 VPH From ITE TrfpGeneration METERREQUIRED= 11/2"POSITIVEDISPLACEMEN7 PHV Right Turns into entrance: 22 VPH Mtrips IN from US 29, W015% trips IN from VA 649 Approach Daily Volume: 8700 AADT publBhedbyVDOT,2019 TOTAL WATER DEMAND ESTIMATE- IRRIGATION K Factor. 0.0873 Directional Factor. 0.%32 Total Approach PHV(Current):®VPH ADTx KxD Design life: 20 Years PercentGrowth: 1.2% sasedon 2(y18 to 2019dato Total Approach PHV (Design):®VPH Current PHVx11+% Growth) 4 Design Life Treatment Determined: Aadius (No turn lane ortaper) 100 H .. FULL-VYIDTH TURN LANE AND TAPER REQUIRED cc O cc w 80 W _U 2 60 '.::>:::: TAPER REQUIRED ;:;>::;:;::'t:;:•. = 40 0 > x 400 ON 800 1000 1200 1400 PHV APPROACH TOTAL, VEHICLES PER HOUR IRRIGATION TOTAL IRRIGATION AREA= 8200 ISF NUMBER OF IRRIGATION SECTIONS= 82 110a F72 SEC7t0 NS) IRRIGATION SYSTEM TYPEI ROTARY IRRIGATION FACTOR 0.40 IRRIGATION DEMAND (NO.OFSEC71ONSxIRRIGATION FACTOR) GPM = 328 HOSE BIBS QUANTITY DEMAND 1/2"BIB 0 0 5/8" BI5 0 0 3/4" BIB 0 0 TOTAL WATER DEMAND ESTIMATE TOTALIRRIGATION DEMAND (IRRIGATION +HOSE BIBS) GPM = 32.9 METERREQUIRED= 1" POSITIVE DISPLACEMENT f F 3 Coear,N [I,4,ra Yalw Figure 4.I Water tlav demand per nature value . bw range EXISTING ITE TRIP GENERATION WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTY OF UNITS TRIP REDUCTION' % IN %OUT IN OUT TOTALTRIPS ANIMAL HOSPITAL/VETERINARY CLINIC 640 1,000 SF - 2.24 - - 4.72 6 5 11 HARDWARE/PAINT STORE 816 1,000 SF 51.29 1.14 60% 23 4.84 47`ib S3% 1 1 2 VARIETY STORE 814 1,000 SIP - 1.08 60% - 6.82 - - 2 1 3 SINGLE TENANT OFFICE 715 1,000 SF 11.57 1.01 - 12 1.74 1 15% 85% 0 2 2 SINGLEFAMILY HOMES 210 1 1 Dwelling Units 1 9.57 1 1 1 1.00 1 63% 37% 1 0 1 SITE TOTALS= 45 10 1 9 19 *Note: all land uses in the 800 and 900sedes ore entitled to a passby trip reduction of 6t7Y if less than 50,000 SF or a 40% reduction if greater than or equal to 50,000SF. PROPOSED ITE TRIP GENERATION WEEKDAYTRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNrr1 QTY OF UNITS TRIP REDUCTION' IN OUT TOTALTRIPS CONVENIENCE MARKET W/ GAS PUMPS 853 1,000 SF 845.60 2.43 60% 821 50,92 25 24 49 FAST FOOD W/ DRIVE THRU 934 1,000 SF 496.12 1.39 60% 276 33.84 EN% 10 9 19 AUTOMATED CAR WASH 948 1,000 SF - 1.02 6m - 14,123 3 6 SITE TOTALS = 1,097 38 36 74 *Note: all land uses in the 800 and 900series are entitled to a passbv trip reduction of 60% if less than S0.007SF or a 4D% reduction if areater than or equal to 50.00OSF. EXISTING ITE TRIP GENERATION (for TMP 32-38A, utilizing shared entrance) WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT CITY OF UN ITS TRIP REDUCTION %IN I%OUTI IN OUT TOTALTRIPS Building Materials/Lumber 812 1,OOD SF 45.16 2.00 600/0 36 4.49 47% 53% 2 2 4 Hair Salon 918 1,000 SF 4 60% - 1.93 2 1 3 SITE TOTALS = 36 4 3 7 'Note: all land uses in the 800 and 900serles are entitled to a passby trip reduction of 6096 if less than 5QOOOSF or a 4O% reduction if greater than or equal to 50,00DSF. O PARKING TABULATIONS: PARKING REQUIRED CODE REF. USE REQUIRED RATE QUANTITY REQUIRED SPACES LU 18-4.12.6 RESTAURANT t 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): KITCHEN AREA, SEATING, AND RESTROOMS zALL REMAININGAREAS (SALES FLOOR, VESTIBULES, WALK-IN TAKE-OUTCOOLER, CHECK-OUT. ETC.) PARKING PROVIDED CODE REF. SPACE TYPE ACTUALSPACES PROVIDED CALCULATED SPACES STANDARD 44 44 HANDICAP 2 2 TOTALS: 46 46 j `CLEANUP/WORKROOM L- L- L- L- L-L- L- L LUTILITY 331SFOM L- Lu L- L- L_ ' L_ L 44 I_ L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L L- L- � L_ L_ L_ L_ _ L_ L_ _ L_ L_ L_ L- W L- L L_ L- L WALK-IN L- WALK-IN COOLER FREEZER- RESTROOMS 11 ADMIN L139SF_ 117SF` 394SF L-L 52 SF L_ L_ L_ L_ L_ L_ L- L- L- 'HECK -OUT AND SBC 314 SF_ L L L L L L L L BEVERAGE COOLER I L- L- L- L 1I7L S IL L- L- L- L[ 19I I I I I I I I I I I I I I I I I 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_ VESTIBU L- L- L- L- L- L- L- L- L- L- I I I I L- L- L- L- L- L- L- L- L- L- L- L- L ` 6 S - L- L- L- L- L- L- L- L- L- L- L- LSALES 1953FLOOR L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- 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-TAKE-OUFRONT' L L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- COOLER L- ESTIB F L L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- L- 258 SF L 137 SF FLOOR AREA USE: RESTAURANT 1,531 SF = (KITCHEN AREA, SEATING, AND RESTROTROOMS) FLOOR AREA USE: FOOD STORE = 4,546 SF L- L- ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, COOLERS, CHECK-OUT, ETC.) SHEETZ CONVENIENCE STORE FLOOR AREA USES FIRE FLOW TEST INFORMATION I NEEDED FIRE FLOW HYDRANT LOCATION Airport Rd/Rte 29 (HYD#12123) I 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 RES ID UAL PRESSURE (Q�C) 3,171 GPM FLOW 2672 GPM *flV ACCORDANCE WITH APPX. 8 OF THE I FC UTILITY DEMAND NOTE: ALL VALUES ARE DETERMINED FROM EMPIRICAL UTILITY DATA FROM EXISTING SHEETZ STORES. WATER FOR VDOT USE ONL_, STORE: DEMAND = 80 GPM @ 45 PSI MIN. PRESSURE MIN. SERVICE LINE SIZE = 2" Oecommerltlabdn7lon kcEPkiotg12eg7f � 17ippro .-`.p6` CAR WASH: - -- 'i Vuea'Land;'bul(€ 11neeH�_ -- DEMAND = 45 GPM @ 45 PSI MIN. PRESSURE _ _- MIN. SERVICE LINE SIZE = 2" SEWER �llrecom{^endapiprrj(E445F4ifdJ tFp�Ns��as�Eiy-two- STORE: 11_TS2�xn4{�rrtrlfy2aT._eiyTRli49tp3!ta4�Y1]38Z AVERAGE FLOW RATE = 3,000 GPDa!ATII�+PI-�?t(.#lttsgpTttiomettdp/�spl 2 x 6" LATERALS omLT1Ld� 1YLattc 1 x 4" LATERAL FROM GREASE TRAP 'Iq���neis��!:piarr(�tltou�ry'noT�ei;approv�IMijlf CAR WASH: Imptgyr�,'� 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 _ t«'o<Isr" , 400 AMPS$tBrs3A�l;illuF�+s_Al%lg� MIN. 150 KVA TRANSFORMER - - - - --- "-d�J��a11; PTeas�7i€�ii�l���yrT�}� lev. n T�rolnre.nov OAM-E REQUEST APPROVAL CONDITIONS N F- ILL] Q w z 2 z0 Cn J > C) 0- Q LLJ z I- Z:) O � o J LU ~zQ OLL LU w m N J I..L Q El z O Q J J U V J 0 a J UN a V z z O N 'CH OF� 0�11612021 r'Z I DANIEL C. HYER Y LIC. No. 45596, ZONAL B111� APPROVED DCH SUBMISSION NO. 7 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E COm2 \\ I I EAST W/M SERVING EX. BUILDINGS ON SITE j+� �/j // LAVA �� \\\ �I I II / Ifj) I TO BE ABANDONED IN PLACE./�//// \\\ \\\ \\ \ \ \ IILU CONTRACTOR SHALL:1 TO WATER METER I / U 1 /RPOf T ACF�ES ROD 1 1. CON IRM THIS S IS THE CORRECT METER / / \\ \ \ \\\\ \ III \ \ (TO BE ABANDONED, ��� ; I 1 ZIa \fie SEE INSET 3 THIS SHEET) 1 y I I I I I I I APPRQX. ROW WIOr'`l" 50' � 2• COORDINATE INSPECTION WITH RWSA \ \ \ I � I I \ ��3� ?I; I I I IN ADVANCE OF WORK / ', a E wQr€RLINE 3. REFER TO NOTES ON SHEETS C0.1 & APPR I I C6.0 FOR OTHER REQUIREMENTS \\\I \ I\ \ \ \ I t EWACC EAS w/M° W/M TMP. 32 58A TMP. 32 -39B z I /F JOSEPH M JR 0 JUN K TE RY _ PPROX AT / (G M I X-2A (EX. GRATE) - 1 . }` I I I COMMONWEALTH OF VIRG/Nlq I "I `I�e 6� D. B. 4574 .676 I I II I I I II I I I I I IsI I TOP 533.583EWEX.RRTMENT OF TRANSPORTATIO,v B.69 F. PLAT) INV. OUT. ELEC. E�F� Cl COMMERCIAL P.676 DBNAsphal D.B. 53P/67-6 WPB.X/V P.200-207 T USECOMMERC/AL I(I I I I I `� ` ` `� ` ` ` ` c. 5' •� ` ` ` ` ` X-2 (EX STM MH) I � EX S MH � ` � ` � ,� � ` / W B. X/V P. 151-158 I NEW EM RARY CONSTRUCTION l `s ` `s s ` r `� ` 6 ` ` TOP.- 534. 53 1 I TM 32q - OB /A I I I I I I I I III .- TOP �.47 `' M I \ I �' � EAS ENT (D.6.5293 P.78 `� � `� `� `� � < `. IN /N 528.33 (W) I A'/RPORT�1U1 O / ITr I ZONED: �l COMMERCIAL I I I I /NV /N.� 5 6.0 (LAT) s s ` � ` ` � ` ` � ` � ` TM' -0/-OB-/ e INV. /N 528. 03 (SW) INVE�TMENT -H 3 LLC OYS LLC l^ PRESENT USE'�TENTION POND I I I III I x NV s2s.72 ` I I INV IN 53178 (S) I I D. B. 54 91, 25 OYSP.264lNv o 2567 ZONE : 71 RE IDENTIAL <INV. OUT. 52Z B3 (MP N� C/ COMMERCIALRESEN USE. ES/DENTIgL RESENT (�iSE.- COMMERCIAL I 1 RPIN 2'l5 / N I I X-4 I _ EX. FOOT RISER / I X-5 (OU VDOT ES-/) TOP.' S4/. 64 / O / % / / / l I I E VJ O D6L INV. OUT., 538. B2 \,. / x # /NV 0UT.'529.79 N // / / // E . `` `` DEMOLISH ENTRANCE AS REQUIRED TO ENTRANCE INSET METER ABANDONMENT //� / \ sA"S '` `z' ` ` ` '`�. ` I / / / // INSTALL PROPOSED ENTRANCE. SEE SHEET I C2) 3 \\ \� \ i i/ //� / z4 ° DEC. E j5 C3.0 FOR TEMPORARY TRAFFIC CONTROLS I 1" = 20': 0 20 40 1" = 20': 0 20 40 \ \ \ _ �� // //. X-3 (EX GRATE) TOP: 534. 55 ^\ ,: WP 1 / / / / / / 1 \ '\ \ / i // INV. 1N: 529.40 INV. OUT: 529 . 00 I / x / i EX SAN. MH /// /// 7 \\J`. �� ` `� ` `• �� `� `� `� `� `� `� `� ` . 9/(PLAT) ` I I I I I TOP., 537 / COMPLETELY ERADICATE STRIPING WITHIN I I I \ INV. IN 527.80 (LAT) // X `` TEMPORARY CONSTRUCTION EASEMENT / : 52775' A\ND RE\ST\RIPE \PER PRO,PO\SED ,PLAN INV. jT27 x� Q`3 I J I I / 1 , REMOVE EXISTING CULVERT 24"DEC. mII ` II I I I I _ GRAVEL I 7 �/ / _ / / x- �f P _ 30"DEC_ (Z) x / of �� / X/w V f�/ \l8"DEC. 'I ` ` ` `\` \`\` \`\` �`\` �`\` ` �`\` x a P J l V. 6.5 � � � � � � � �-3a'�-u5 45' SP\VV S\N INV. OUT 536. 3 S� \ v \ I I W I v o �� p8„ E 227 RMERGENP\NPGEBPD ' jADJUST / j0 35 j\\.\G S OR 0 53 9 B CEDAR I� TO FINISHED GRADEGN I c P/ ° � ^ EX 20' SAN. SEWS ESMT S f f' \S VDO � �* s /8" `` s �` ` s �` \ s \` \ \ \ � \ ( f f FX FOR h SOIL LABEL (TYP) I I I \ I •� X-6 O. B. 3597 /62-168 ` `� ` ` `� ` ` `� ` ` f X-2B (EX CUL VERT END) I / TOP.•551.8/ / / ff ' h\ / .\`�`, \\`�`�\\`�`, `.\ UNDERGROUND \`.` I ,� ` 1 /NV. /N 5,56.10 I I I I cJ� I I nI I NV /NS4L3/ NCE �X�i \y �� / - _ UTILITY 1 / \ /NV. OUT. 541.1/ HA �sE iff � ALL EX. SEWER LATER RALS SHALL Z� \\ / � ` ��\ �;.;; \ REMOVE EX\PAVEMENT BE ABANDONED AT THE SEWER Q MAIN PER RWSA STANDARDS PROTECT EXISTING LANDSCAPE \ I \ / / / E \ �I i 4 / \ \ I SEW R ` EX. SAN MH I f / TOP., 560. /5 'b / : s ` ` ` ` CEL X, , V / INV. IN 542.45 \ / / ALL TREES AND VEGETATION - \ Lff�- INV OUT.' 5422E WITHIN LIMITS OF DISTURBANCE 1 1 Q Z I I / I \ � 1 � ti - - TO BE REMOVED (TYP) \ GRAVEL \ \ \ o \ \ \ • `\ \ • I �� DEMOLISH EX. ASPHALT AS REQUIRED TO II 8"OB LOCUST .\ - n � � \ / � �� ' � `� , INSTALL PROPOSED CG-6. SEE SHEET C3.0 / STANDS OF dro - - �- 543 \ ` `� `� s �\ `s `� s 1 � / FOR TEMPORARY TRAFFIC CONTROLS PROTECT I C\ "WRONG WAY" SIGN AND / r III PROTECT POWER POLE V 2 / TMP.32-40 W� I I I II II \ I \ / 6 \ oot o \ + , 1 \ / 1 \- 5 drain G ^ s\ g I , AND DRY UTILITIES A/RPORTAUTO/NVESTMENT3;/ LLC � -� D.B.3503 P. lBO-l87(PL14T) 1 I N \ \ I \ 36" WALNUT / - - k `, `. `, `. `. `, `. REM VE OVERHEAD WIRES \ / D.9.3192 F..264 I \ 30"DEC. \ \ \ i / W \o I ,; N \ � � - � � I I \ \ SER ING EX. STRUCTURES D. B.2717 P. 31T X-7 (EX GRATE) f \ \ - / / �O�ER TMP. 32 -39, rOP, 556.35 " ° \ fe COMBINED 711 FO 'PARCEL X� - I ( \\ '\ \� \ • • , • I • n. \ \ I \ \ ORT AUTO INVEST717VTS I 1 1 \ N 5 Ilit \ / / D. B.2284 P. 3 5 � - � HWPB.XIV P./ l-158 INV. /N 54Z65 (w) � y\I ♦ �fence � �\--� BHA 2, LLC U / Yq sC tet °vt INV. IN 544.30 (S) � / � � 5 � � � HWPB.X/V P 00 207 \ v a \ N� NV. OUT.' 544.15 (N) E d d �e D.B.7/5 P.6_4(PLAT) \ I \ > an _ B.555/ P.265-ZiP (PL�T) ZONED: HIGHWA Y OMMERCIAL (HC) r - - - - _ \ B x t 7 92 - \ 6 „DEC. - - -,9-9 54 93 P. PRESENT USE COMMERCIAL I I - _ I 8"DEC. 2 �C (S6QVEY) - \ DEC. _NED: Cl C L X-7A (EX. GRATE) \ - - \ -�E10 b = '3 / TOP.' 559. 43 1- \ _ - - - / GRAVEL INV. OUT.' S50. 03 f \\ \ I+ -� - - - / Q EX VDOTDRA/N ES/ T PRO✓ #0649-00215E • 5 DEMOLITION NOTES: 24"WALNUT is ' 1 V ♦ � � � � � Q � ` ` � I I M 1 _ ° REMOVE ALL ONSITE GRAVEL TYP - - V • S �` �` �` b �` I I 1. CONTRACTOR SHALL CALL MISS UTILITY AND 1 N 11' j A PRIVATE UTILITY MARKER BEFORE 18 - - -� - - - - 'der ck ed � , � o � � �� � . � � �� � \� �� \ sMin e / / \ \ \ ( � v � `.\ `.\ . v• ��� � �n T� 1 STARTING WORK °r is i;:,:::'.r,•,,.'.;•;;'..::..._:'..:.is.;.;,;,:a.;^;;'';:::,;,':' �' - - - - - - - - - - \_ - \ y °,,� 1 1 I.; : 2. CONTRACTOR SHALL COMPLETELY REMOVE _ _\ \ 1 ADJUST HIGHWAY SIGN _ _ _ _ - _ _ _- \ \ \ `, `. h `. ` 1 TO FINISHED GRADE UTILITIES CALLED TO BE REMOVED OR DEMOLISHED. oP _ - - - _ - - - - - - - _ - - _ _ - \ _ yi oA \ •ELEC. PANEL I 1 3. ALL UTILITIES CALLED TO BE ABANDONED 2� G REMOVE ALL ONSITE GRAVEL (TYP) 1 I r_ - ove _ )-- -- €,r. �R1NT10ENTEL & DVPESMT REMOVE CONNECTIONS 1 SHALL BE CAPPED AND ABANDONED IN `L _ _ - - - _ _ - - (DEAD) _ _ /- _ _ \ _ PRO✓ #0649-002-158 TO ELECTRICAL PANEL \ ACCORDANCE WITH ALL APPLICABLE CODES PR04F TANK I - � -_�_ _ la"DE _ _ _ _-_ _ FROM EX. STRUCTURES , 1 / AND REGULATIONS. t 7 - /- \ 1 n 4 " CM , 1 Slay i _ _ _ _ con /B"DEC. 2.5'Dio - - - - - t� _ _ 4. DAMAGED SITE ELEMENTS NOT CALLED OUT -� - - / - - - - - - - `_5 - - - - - l2"DEC. Cont. - - - - - - - 1 \ a `` \` ` \` ° 1 EX. INV. OUT.' S4 /. 96 Velol Bldg.` ( FOR DEMOLITION OR ABANDONMENT SHALL p79t I I - - �- - - - - - - WALNUT - -y - - - - - - TES) \ _ I 36" " kA 4_L r - - E VAO� n, o f PROTECT EXISTING LANDSCAPE lB' wQLNDr _ -_- - - - - _ �_- - - _/ _ - - - - ' 0 - 8� � h' , - 5 2 THE CONTRACTOR'S SOE REPLACED OR LE EXPENSE. LETELY AIRED AT M /- - - - - - - - - - - -- Bl Ea 94 57"W968� �Q f� �` �w=48.7 I I III I \ E . DINT/CENTELSPiT - - - - - - - - - - ° / �a . PRO✓ #0649-002-159 i - N 6 , i� PROTECT EXISTING WALL o�� dr n 00 , DEMOLITION LEGEND: �- - - - _DISCONNECT ELECTRICAL SERVICE 11 .1�- PP K ALONO L TREES AND VEGETATION - - - AND REMOVE OVERHEAD POLES TYP - / �� 9 WITHIN LIMITS OF DISTURBANCE " ✓"# _ w=48.7 oie DEMOLISH EXISTING STRUCTURE Asphalt / y / / - - - - _ = y= er+0 - - - - REMOVE EXISTING UNDERGROUND - 47 4ir0ihc// P M III TO BE REMOVED TYP -� DEMOLISH ENTRANCE AND SIDEWALK - _ _ _ ��,14 / f bw= vaunt _ o M ( S (TO BE V CATED) _ _ALTERNATIVE SERVICE TO PARCEL 32-40. AS REQUIRED TO INSTALL PROPOSED Dym COMM. LINE. CONTRACTOR TO PROVIDE DEMOLISH EXISTING ENTRANCE AND SIDEWALKS - - - \ DEMOLISH EXISTING GRAVEL PAVEMENT PP o \ RF FOR R TMP. 32 -39A, COMB/NED /N O\PARE€L X" N 55039'57" W 126.99' F �, M / A PORT AUTO INVESTMENTS PHASE 2, LLC \ COX ] REMOVE EXISTING TREE - - D. B. 5551 P.265-272 (PL, T) ----------- REMOVE s BENCHMARK 55°02'36"W17.1/' X2C o D.B.5493P.309 27C SOIL LINES AND LABELS Q ss MAILBOXES \ \ N.' 3935947.50 0 \ TOP 546.60 0. 06 1 AC (SURVEY) 278 / X-8 \ 's S \ s INV. OUT. 542.3E ZONED: Cl COMMERC TOP 556.88 ° RELOCATE SIGN OUT OF LOD X-9 s \ E. //50/4/3.09 a INV . IN 5495E ti TOP. 554.73 �. STA TE 0u9 (A/RP RT RD) \ \ Q _ ELEV.54789- SOIL LEGEND � � INV. OUT. 550. 98 Wl S INV. IN 5492/ �s T �� - , - INV. OUT 548.33 - w I \ \8, 600 ADT w o _ V EXISTING CONDITIONS AND DEMOLITION PLAN Cl) 1" = 20': 0 20 40 MAP UNIT SYMBOL MAP UNIT NAME HYDROLOGIC SOIL GROUP 21B CULPEPER FINE SANDY LOAM, 2-7%SLOPES B 27B ELIOAK LOAM, 2-7% SLOPES B 88 UDORTHENTS, LOAMY, 2-25%SLOPES D 49 z flC LU z z tti W z J Q I..L 0 J 2 N 0 z L�wL.I 2 z F3 Q i 0 EL > Q Q W Z ov J �zQ U) 0 LL LU 0- Co or Q z Q 0 O U z X W H OF GJ 0010201> r2 DANIEL C. HYER a Lic. No. 45596t APPROVED DCH SUBMISSION1 Nl' 7 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C100 I I ENTRANCE INSET 2 1" = 20': 0 20 40 / I / GRA DEL I oxQI IU C I VX�I \ \ X I DF \ X \ 1 -C UNDER 6" I 1 TMP. 32 -40 AIRPORT AUTO INVESTMENTS, LLC D.9.5189 F..548 ti D. R J50J F..180-187(PLA T) 's D. B. J192 P.264 D. B.2717 P. J17 D. B.2284 P. J85 " HWPB.XIV P.151-158 HWPB.XIV P.200-207 D. S. 715 P. 6,54 (FLA T) _ J ZONED: HIGHWA Y COMMERCIAL (HC) i PRESENT USE COMMERCIAL L GRAVEL EX VDOT DRAIN ESMT PRO✓ #064 9 002-158 I APPROX 5' WATERLINE ESMT (AG D R. 698 P.335 AND D.9 [ ION ✓D l l EX ORIPL IN, EW A EX. STRI�PI�NG (.B TMP. 32✓/�1 4ENT) `? N/F JO JR 0 JUN K TE RY 10.2I3 ; D.9.4574 .676 PROP. 4" WIDE SINGLE WHITE STRIPE - x\ D.B.629 F..104 (PLAT) PROP. 24" WIDE WHITE STOP BAR - ZONED: Cl COMMERCIAL Asphalt PRESENT USE- COMMERCIAL / \NEW EMPORARYCONSTRUCTION / I_ EASEMENT (D.B.5293 P.78) �Po1 l8"DEC. ERADICATE EX. PARKING STRIPING AND Sal°�I '( " REPLACE WITH NEW 4" WIDE WHITE STRIPING " X 48553 8/4'\ W35 I ,> I r , NEW 'PARCEL X" > IIRPORT AUTO INVESTMENTS \A PHASE 2, LLC D.3.5551 F..265-272 (PLAT) Z 353 AC r ZONED- Cl COMMERCIAL 00"y1p ° PRESENT USE.- COMMERCIAL d 1 I 1 4" WIDE STRIPING Z APART (TYP) Qe 4" WIDE, 2' STRIPE/6' GAP WHITE LANE LINE SWEPT PATH OF VEHICLE Ir n 1 u t 24" WIDE WHITE STOP BAR ,e > p. WHEEL PATH OF VEHICLE o U VAN . — iiii / !n � lNT/CEN L22-158 SM , 10' BUILDING/PARKING SETBACK LINE Illy --- - iii - - -- ---- /,iiii I d > r > °.I I I> =LOW ARROW (TYP) ■rho" 17 I ii P pd rn >° ° r. d A Aa 1 i ii 4" WIDE WHITE STRIPING (TYP) d > — (? • I i :mom iii/ ml o/ ° , •• T° � HANDICAP STRIPING TO COMPLY WITH LATEST ADA STANDARDS " i/////„ SPR/NT/CENTELROVP ii'ii No FUEL LOADING AND � � i/r>. i __ l I t ° , DELIVERY ZONE �' / r-i�I 1111 TYC �1�� N EX. 5' SIDEWALK �— BENCHMARK W 17, H' �0 I � PASSENGER CAR FOR REFERENCE 'I I o I l I I I I I I / / / F lib IYIt' SC lel bet Y/ 0 n0 L4 Comm 1 IO witness "Q ca — b I _ �� - o b �TkT � flog CO �IeS, kA pole w° SEE TTC DETAIL 2/C3.2 FOR f N..- 3935947.50 TEMPORARYSIDEWALK CLOSURE n� 90 EX. BIKE LANE E. 11501413.09 _ — STA TE ROUTE 64 9 (AIRPORT RDA MILL AND OVERLAY AREA W1 - ELEV. 547.89— SEE TTC DETAIL 1/C3.2 FOR WORK ON SEE DETAIL 6/C4.2 8,600 ADT N SHOULDER WITH MINOR ENCROACHMENT TRAFFIC AND TRUCK ROUTING PLAN 1" = 20': 0 20 40 4" WIDE SOLID DOUBLE YELLOW ' II 24" WIDE WHITE STOP BAR I SEE TTC DETAIL 1/C3.2 FOR WORK ON SHOULDER WITH MINOR ENCROACHMENT MILL AND OVERLAYAREA SEE DETAIL 6/C4.2 I 111.5' I 10' I W z J N W g W z 2 z � J > 0 � H Q LLJ z O(n o �zOf I O LLI m —i Q i 0 49 z Lu Z 'f9 z tcL 'CH OF—ta 0�>6�202> r'2 DANIEL C. HYER a Lic. No. 45596t L—/ONAL B� APPROVED DCH SUBMISSIONI Nl' 7 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C3mO -m 555 550 545 \ STA TE ROU TE 64 9 (AIRPOR AIRPORT ROAD CENTERLINE \ AF,-,�OX. ROW WIDTH.- 90' / \ \ o SR 29 STA 10+00=AIRPORT RD STA 20+00 21+pp \ I 22 ++ 00 I B OZ�O ADT 19+00CENTERLINE OF APPROACH LANE o EX. ROW ti - 530' SIGHT DISTANCE LEFT DECISION POINT B i �, / Ilk" STA:18+80.07 �,0/S: 6.00 R . � n I ' C> - I AIRPORT ROAD INTERSECTION SIGHT DISTANCE 1" = 20': 0 20 40 • s� \ 24+00 DECISION POINT ELEV: 559.36 3.50' HEIGHT 01 EYE 530' SIGHT DISTANCE— PROR GRADE DECISION POINT B ELEV: 548.71 — - -- 3.50' HEIGHT OF OBJECT -5+00 -4+50 -4+00 O2 AIRPORT ROAD INTERSECTION SIGHT DISTANCE PROFILE H: 1" = 20': 0 20 40 V: 1" = 4': 0 4 8 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 DECISION POINTA STA:24+10.07T- 0/S: 26.50 R A�— 560 555 550 545 0+00 0+15 EX. ROW i -- —' J / - - — / TA lE ROUTE 29 — — I — — APPR X ROW WIDTH" 160' STATE ROUTE 29 ROAD CENTERLINE 39,000ADT I I 14+0000 — _ _ \ — 15+00� _ ---ri ----------- J 16+00 ---- — --�-- -- \ - f - — 133HS SIHl Z M3- 17+00 - - — - — 3S 13SNI NVId \ — ll-- - 10 CENTERLINE OF APPROACH LANE 18+00 _ -530' SIGHT DISTANCE LEFT \ 7DECNOINTDTA:18+59.69 0/S: �\ � I �\ 3 5.75 L � LANDSCAPING cX RJv✓ -i 3 3 - _ — — OWL? z �DECISIONPOINTC� i I��I yf0 L STA:13+29.69 1 0/S: 37.33 L (\ — —� — —0 c STATE ROUTE 29 INTERSECTION SIGHT DISTANCE �2 1:3" = 20': 0 20 40 540 535 530 525 DECISION POINT C ELEV: 540.81 3.5 PROP. GRADE HEIGF EY SIGHT DISTANCE 530' i EX GRADE DECISION POINT ELEV: 525.29 3.50' HEIGHT OF OBJECT -5+00 -4+50 -4+00 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE PROFILE O H: 1" = 20': 0 20 40 V: 1" = 4': 0 4 8 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 540 D' T OF 535 530 525 0+00 0+10 W z J N LLJ Q w z 2 z � J > 0 � H Q LLJ z O� o J LLI z_ Q QLL W DO N J I L Q i 0 49 z flC m z z Uri m ��,LTH OF GJ 002> r2 r DANIEL C. HYER a Lic. No. 45596t _LIONAL Er - APPROVED DCH NOTES: SUBMISSIONI Ni' 7 1. LANDSCAPING PLANTS AND TREES PROJECI 1903600 ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE T HE W OR K OF MAINTAINED IN AREA BETWEEN 2 AND L IN E + G R AD E 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. C3ml Page 6H-16 April 2015 April 2015 Page 6H-17 Page 6H-78 September 2019 September 2019 Page 6H-79 Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.1) NOTES Standard 1. For aired si n assemblies for multi -lane roadwaysaeo Note 1, TTC-4. Guidance 2. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should he 50W--800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. 3. When work takes up part of a lane on a high volume roadway; vehicular traffic volumes, vehicle mix, speed and capacity should be analyzed to determine whether the affected lane should be closed. Unless the lane encroachment analysis permits a remaining lane width of 10 feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is ]]feet. Option: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, W 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, for l oscillating fights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, orr 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 1 10 1 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 6W 60 540 600 660 720 65 g70 585 650 715 780 630 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper = %, L Minimum Channelizing Device Spacing Location Transition Spacing Speed Limit (mph) 0-35 20' 36+ 40' Travelway Spacing 40' 80' Construction Access' 80' 120' Spacing may be increased to this distance, but shall not exceed one access er'/, 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 6H-3 on Page 6H-5 for the posted speed limit. 9. A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 4/1/2015 TTC 5.1 Shoulder Operation with Minor Encroachment (Figure TTC-5.1) ILLUMINATED FLA AMBER (CAUTION $EE NOTE $' TYPE B'OR SEE NQTE CGF tJh,TF.7 4NNELIZING DES SPACING cE NOTE1 DE) Typical Traffic Control Sidewalk Closure and Bypass Sidewalk Operation NOTES Standard: 1. When crosswalks or other pedestrian facilities are closed or relocated, temporary facilities shall be detectable and shall include accessibility features consistent with the features present in the existing pedestrian facility. Guidance: 2. Where high speeds are anticipated, a temporary traffic barrier and, if necessary, a crash cushion should be used to separate the temporary sidewalks from vehicular traffic. 3. Audible information devices should be considered where midblock closings and changed crosswalk areas cause inadequate communication to be provided to pedestrians who have visual disabilities. 4. Temporary markings should be considered for operations exceeding three days in duration. Option: 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, Tyne A Flashing warring lights may be used on barricades that support signs and close sidewalks. 7. Signs, such as KEEP RIGHT (R4-V7R) and KEEP LEFT (M-VM). may be placed along a temporary sidewalk to guide or direct pedestrians. Standard: 8. All sidewalk closures shall be closed with Type 3 Barricades, The SIDEWALK CLOSED (R9-9) sign and the SIDEWALK CROSS HERE (119-11) sign shall be installed above the Type 3 barricade. �he KEEP RIGHT sign can cover the top rail of the Type 3 Barricade.1 0 2: Revision 2 - 9/1/2019 TTC 35.0 Sidewalk Closure and Bypass Sidewalk Operation (Fiotirc TT('-35.1) I L L 1 2: Revision 2 - 9/1/2019 I L L B1a44�1 11YM1_L RM a - t:WSro R9-t�1aL W20_1 SMEWALK IDA ERSAN i TYPE 3 i1A tRIGAOE t29 S310N SSS MIN. 114471. �(EEQ LEFT SEE TES Fri TEMPORARY TRAFFIC CONTROL SIGN LEGEND O WORK ZONE (36" x 24") WORK AHEAD (36" x 36") SHOULDER s CLOSED , (36" x 36") END ROAD WORK (48" x 24") G20-5aP W20-1 W21-5bR G20-2A SIDEWALK Rg-g CLOSED (30" x 18") SIGN LEGEND N w 0 Q O ry O N� I..L I w cl Q U W Z ata>ststsii z 72 Q� J > 0- LLI Z �Z:) o J LLI Q J z< W M J Q t9 Z tic LU Lu Z 49 Z uir Q L1J n J O 0 U U LL LL Q ryN� Q O C0- G L1J 0711612021 r'21 DAMEL C. HYER Y ic. No. 45596. ZONAL B� 1 APPROVED DCH SUBMISSION NO. 7 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C3m2 Page 6H-18 September 2019 Typical Traffic Control Shoulder Closure with Barrier Operation (Figurer 0&2) NOTES Guidance: 1. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350L500' where the posted speed limit is 45 mph or less. Standard: 2. Oa divided highways having a median wider than 8', right and left sign assemblies shall be required. 3. Group 2 Channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spadng Spead Lima m Location Spacing Speed Limit (mph) parq Location Spacing Speed Lima 0.35 36+ 0.35 36+ 0.5 J 36+ TrarreRgnI 2V 40' TraveMa 40' 1 W I 'Cmsln+aon Access 80r 11 120' 'Construction access spacing may be increased to this distance, but shell not exceed one access per''/. mile. 4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and'A L for all other roadways (see Nate 7 of TTC-5 for values of L). 5. When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the carve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where 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 H shag be used. Contact L&D StandardstSpecial Design Section for approved attenuators. 7. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flas in _light Barrier de0ncators shall be installed along the traffic side of the concrete barriers. Barrier deBnators shall In spaced en 20 �eetllera aloha the transition or taper secdoes and spaded on 80' centers' in-between the barrier panels approximately 24 inches up from the roadway surface. Option: 8. The barrier shown in this typical application is an example of one method that may be used to close a shoulder of a long-term project. 9. The RIGHT SHOULDER CLOSED (W21-5aR also may be eliminated from all roadways exceQt Limited Access bighwa�s Guidance: 10. Ifdrtvers cannot see a pull -of 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-ofarea should be provided per Section 6G.18 and TemporaryTrafc Control Figure YTC-8. September 2019 BARRIER FLARE RATE Spoed Lmi! (Mph) Slope Ratio 70 221 65 20:1 60 19:1 55 17:1 50 16:1 45 14:1 40 1311 11:1 < f0:1 Page 6H-19 Shoulder Closure with Barrier Operation pre T7'C-6 _ G20-2 M L �+ asaasam �_ - TRAFFIC BARRIER BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 71 TYPE B WARNING LIGHT ARRIER PANEL SEE NOTE 7 BARRIER TRANSITION SLOPE RATIO ® , �NOTE6 FORGROUP2 DEVICE SPACING SEE NOTE 3 ® E B ® F WARNINTYPG LIGHT Z '` GUARDRAIL ® r"� SEE NOTE 6 al Y saxl 9MIMM W21-5aR - SEE NOTE 1 / CLOUD m J _ W16-VP1 �^? OPTIONAL SEE NOTE 10 SEE NOTE 1 }°p W21-5bR MEAD 1 tt SEE NOTE 1 ROAD rgRx W20-1 ANFAD Page 6H-114 September 2019 Typical Traffic Control Signing for Project Limits (Figure TTC-53.0) 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: L The ROAD WORK AHEAD (W20-1) sign or the ROAD WORK NEXT XX MILES (G20-1 (V)) sign shall be placed far enough in advance of the project limits so that other warning signs in a series may be adequately placed prior to the condition they are warning about. 3. The ROAD WORK NEXT XX MILES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail installations, shoulder restoration, etc.) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile from the point of installation to the END ROAD WORK (4320-2 (V)) sign. 5. On divided highways having a median wider than 81, right and left sign assemblies shall be required. Guidance: 6. For projects with activity areas 2 miles or less in length, the ROAD WORKAHEAD sign should be the first sign motorist encounter. 7. SYgn spacing should be 1300'-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 350'400' where the posted speed limit is 45 mph or less. 8. All connections within the project limits should be identijled with signs indicating to motorist they are entering or exiting a potential constructionbnaintenance area. September 2019 Signing for Project Limits (Figure TTC-53.0) �f Z 310N 33S r3 11a0Y >� ovoa - T r L 310N 33S PROJECT LIMITS END r RG20-2 OAO ORR (V) - 500 + r U1 w O < O Z g; Z W LL to o I+ a i 'i 00 oD N Page 6II-115 + 009 SEE NOTES 2 & 7 ® i wzo-1 -OR (SEE NOTE 2) SEE NOTE G20-1 (V) _ SEE NOTES 3&4 W 49 Z ta.1 ts1 Z Z 1tJ W z J 1: Revision 1- 4/1/2015 v / 2: Revision 2 - 9/1/2019 2: Revision 2 - 9/1/2019 Q 1 TTC 6.2 3 TTC 53.0 w O O N w Q O wz Page 6H-40 September 2019 September 2019 Page 6H-41 Typical Traffic Control Outside Lane ClosureOperation on a Four -Lane Roadway LO Outside Lane Closure Operation on a Four -Lane Roadway re TTC-1&2) Q 0- U < I- Z:)U NOTESTES 500'± 7 O Standard: _ _ 1. On divided highways having a median wider than 8', right and left sign assemblies shall be CENT TOo CI J W required.POSTEMTATUTORY SPEED LIMIT Guidance: S40 MPH 10 FLT7 Q 2. Sign spacing should he 130W-1500' for Limited Access highways. For all other roadway., thesign 41.56 MPM 15 FEET Z Q spacing should be 500'--800' where the posted speed limit is greater than 45 mph, and 351Y--500' where ' 55 s 2D FEET 2 the posted speed limit is 45 mph or less. SHADOW VEHICLE O LU 3. 1IK.en daring a lane, a PCMS should be used in advance of the first warn tax sign ifall of the left (TMA REO REQUI REMENT RED ® m µ7gns cannot be insudlevi.j SEE NOTE 10) Q 4. Care should be exercised when establishing the limits of the work zone to insure maximum possible ILLUMINATED FLASHING L.L sight distance in advance of the transition, based on the posted speed limit and at least equal to or (AMBER CAUTION MODE greater than the values in Table 6H-3. For Limited Access highways a minimum of 1000' is desired. SUPPLEMENTAL TYPE B OR C 5. All vehicles, equipment workers, and their activities should be restricted to one side ofthe pavement. PTRS OPTIONAL 00-0 Standard: SUPPLEMENTAL NOTE 14 7-1 6. Taper length (L) and chamelizing device spacing shall be at the following: TaW Length L SEE Speed I Lane Width Fee! Speed Lane WMlh Fee! NOTE 2 Limit Remarks Limn Remarks 9 !0 11 !2 9 10 11 12 (mph) m ILLUMINATED FLASHING 25 96 106 116 125 L=S'1V)W 1701 450 SOD 560 600 L•SW ~ ARROW BOARD W 30 135 150 165 180 L=S2W/60 495 550 605 660 L= SW n TYPE C _ 38 185 205 226 246 L=S v On 540 WD 880 720 1rSW SEE 0 SEE NOTES 4 8 8 40 240 270 295 320 L=S-W/60 585 650 715 780 L=SW NOTE 240 406 450 495 540 L=SW 00 700 770 840 1-- Limited Access highways shall use a 1000' merging taper Pones Ica of the posted speed. , 4 W4-2R Shilling Tapers ado Tablo 6142. Shoulder Taper=%L MInlmuin I O 7. Channelizing device spacing shall be at the following: Channelizing Device Spodng Location Spacing speed Limy Location Spacing Speed Limit mph Location Spacing 0-M 136, 1 Speed Limit 0.36 36+ i Mill 361 Ttallewon 2V --- 1-4W--11 Travelway 14V I lb' r tonsirmbon A-5-1 W 11 120' `Construction access spacing may be increased to this distance, but shall not exceed one access per % mile. 8. An arrow board shall be used when a lane is closed. When more than one lane is closed, a separate arrow board shall be used for each closed lane (see Figure TTC-18). 9. The buffer space length shall be shown in Table 611-3 on Page 6H-5 for the posted speed limit. 10. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed Omit is 45 mph or greater, a track - 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, Bashing, or' oscillating lights. 12. When a side road intersects the highway within the TTC rune, additional TTC devices shall be 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 TTC 16.2 2: Revision 2-911/2019 sf 0 0 ice- PCMS - SEE NOTE 3--- PTRS OPTIONAL SEE NOTE 13 W20-V28R REQUIRED WITH PTRS W20-V26 REQUIRED WITH PTRS 0�17612021 S, DANIEL C. HYER Y Lic. No. 45596, iONAL E� APPROVED DCH SUBMISSION NO. 7 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C33 TP NII = LEGEND: W rh O O STANDARD/ACCESSIBLE zR I 4/ 5 PARKING COUNTS Z O ' 1 / I I 12 Z N STANDARD CG-6 w\ flC 501U / j aI> I ® CG-6 SPILL CURB LU N IEWACC EAS ♦ I I CG-6TRANSITIONCURB LU g1 STEEP SLOPE \ I ( B.529 ® Z S1J5� AREA (TYP) \� TMP.32 3BA L R50' I ® ADA PATH AND LANDING _ TMP. 32 -39B z /F JOSEPH M JR 0 JUN K TE TV- I APPROX 5' WATERL/NEESMT (AG EE F) BMP SOIL MEDIA COMMONWEAL TH OF VIRG/NIA D . S.. 698 F.335 AND D.9 644 e 2/3 D.B. 4574 .676 I DEPARTMENT OF TRANSPORTATION x D.S.629 F..104 (PLAT) Z D.B. 4574 F..676 1 �\ ZONED: Cl COMMERCIAL / / 1 R5' N F CONCRETE tL HWPB.X/V P.200-207 /PRESENT USE.• COMMERC/AL EX. SA/ M Asphalt l / HWPB. X/V P. 15/-158 "�' NEW EMPORARY CONSTRUCTION 9 / • / v 1 I �`, TOP. 34.47 1 , ZONED: Cl COMMERCIAL \ EASEMENT (D.B.5293 P.78) R6.5 /NV /N.", V. . (LAT) 1 cue � PRESENT USE- DETENTION POND X INV. 1�525.72 R3' / > to / /NV. OU���TTl�fifil: 525.67 �0 / I 0 1 I EX OR/FL INE T / 7 r - RAIN' 2556 / \ I I I I v + / VDC1p6u9 ��. I1(.; '� / CG-6 SPILL CURB 1�- 0 1 o TRANSITIONS TO CG-7 pity. a wv I P 00 o ��� ENTANCE INSET wv�\ _ + ' /8DEC. \ .f ''o.� Rho'--- Q 2,J WU ' Ej5 - I LU 1"=20': 0 20 40 �\/ 2�•DEc. �f °� R30' ,�('}} g • EX SAN MH - TOP., 537 i \ INV.. IN 527.80 (LAT) 1 / V. IN., 527.5 I INV. OUT., 527. 65 /R 4B 55 3 = B /4 , + CG-6 / NEW SWM FACILITY ESMT _X �__ = f= -r BIORETENTION r 30 1 / GRAVEL (D B55559 P.551 744-75 ) _ ff ffff FILTER B o LANDSCAPED AREA „ STORM OUTFALL (TYP) Al Q / �x � 45' v °35 p8„ Ef j f� DRIVE-THRU CLEARANCE BAR " - _ a TRASH ice, ,-PROP.SCREENING WALL �� r \ \ EX. 20'SAN. SEWER ESMT S 70 sf DRIVE-THRU MENU BOARD p I �I _ sf/ ENCLOSURE PROP. CONC. RETAINING WALL WITH I Ifs o NK FEN 3597P./62-/6� ff ' (TYP) AND ORDER / -I PER DETAIL 5/C4.2 R35' f�� STORM INLETR60' o a� 1 LINE CONLI � / R3 > I EX.�RIGh, 1 STEEP SLOPE I XX j R25' CG-6 (TYP) , N t / PROP. LIGHT I WAY h o AREA (TYP) NEW CONSERVATION ESMT -%' ' / POLE (TYP) oil 1 p N (D.B.5551 P.265-272 & - R25' 1 Q \ D.B. 5559 P.744-751) I Oi / $ A - ' CG-6 SPILL CURB (TYP) 1 1 /RF CG-6 TRANSITION N m EX SANMH �V CURB (TYP) ) R3 �� ' R30' i o 1 O, ao ' ss I o I I TOP., 560.15 \ . .> -' - INV. IN.542.45 17 r - - - -- /NV OUT'54225 R51.5' A b ° 1. . 16 R28" > o �♦ 1 I STANDS OF SHEETZ STORE ne DEC. UNDER 6" e� • > ,.R39.5 •> PARKING BOLLARD -> -��- ;-- 1 N „wn I Q_ / / / �•° 6,077 SF 15 46 o )Aci I I LLJ HIGHWAY COMMERCIAL/CI COMMERCIAL b 9' X 18' FUELING I > I PROP. FLAGPOLE 1 I w Z ZONING DISTRICT DIVISION LINE( CURB CUT O (TYP) I 45 1 CONCURRENT WITH PROPERTYBOUNLARYRp2 ; 14: SPACE I>� WITH LIGHT ' 1 '2^ z TP ® 5' I �� vJ Q . °; , ^ NEW 'PARCEL X" ° I 44 J I z ° i, > IIRPCRTAUTO INVESTMENTS I 1 1 - TMP.32-40 �� 14' O^ O 65' r O AIR MACHINES (2) ° 24' ° PHASE2, L L C Ievv �U /% 1 I W Z J AIRPORT AUTO INVESTMENTS, LLC 4 BIORETENTION' D.3.5551 P.265-272 (PLAT) j pz - 1 43 / f I o Q z D.9.5189 P.548 I ti I "' FILTER A 0 11 12 I p' 1 1 1 a 10' I Z 353 AC D.B.3503 P. lBO-l87(PLAT) D.B.3/92 P.264 �o � ' ° r ,,,, ° � ZONED' Cl COMMERCIAL � -,� _ D. B.2717 P. J17 n ! �p P 7.75' �1.5' ^ > 11 ° ro I O / 1 T t� �n. 1 J J CAR WASH MENU Q RESENT USE.' COMMERCIAL 1 FUEL CANOPY I N " D.B.2284 P.J85 r' I I AND TELLER GREASE TRAP I 4,538 SF m i w / ✓ 6 ' 1 Q HWPB.XIV P./5/-158 CG-6 SPILL CURB (TYP) 4 ❑� - > ° > I w 41 h ; �,t, s I o z Q (%� HWPB.X/V P.200-207 I 1 _ CAR WASH 10 10' �gt I � w D.B.715 P.634(PLAI) I �J - RECLAMATION TANKS I P.. I 40 2/ n I O m ZONED: HIGHWA Y COMMERCIAL (HC) r - - - -- - " _ N 14 I" ° I - 20 I .�- I O 1 J PRESENT USE: COMMERCIAL \ I . ° CG-6 O a ��CFO2 PROP. AT -GRADE PAVER SIDEWALK �g -` I �/ 1 Q � T �J rn o 39 1 mI Q 37.75' _ 36 5' 36' 18' 1 r I i ��n 1 - T - GRAVE[ CAR WASH ° I/1� I 1 1 1,024 SF I M 1 EX VDOTDRAIN ESMT /� I ► 37 �4�/ I 1 1 PRO✓ #064 9 002-/5B �4j0 �✓ �° I, . I - ' p >� • >.� , - - O I 1 1 -r . - "r : i> •. � .,- ,-°�.. ,. i.-:;1 I i . �e - - � W i �° ° lJ � ' >. I �� / �^Q'_ `N I 1 1 L- wv I �� • 0 1 a IX AO 1 rr ,r. •w1J•;i". ,.r.' �`] !"i .'ry 'z..i.. Jk.00 -- I. ° 1' I �.`TkT 1 oo 1 2 3 In 4 �/ noy I VAco N D ® 1 a O R15' �' •* 5 74,4' ► CURB CUTS R4' R3.67' } 10' \ �a FllROL 1 1 \ CAR WASH (D fA EX. SPRINT/CENTEL & DVPESMT TP 1 1 0 I CLEARANCE BAR CG-6 SPILL CURB (TYP) _ p _ PR ✓ # 32 B 1 / PROP. FH w I 0 a 1 1 I L'CH OF \ NEW PUBLIC UTILITY ESMT �' O *� ° +� Y P p • l 0 1 1 SITE PLAN NOTES: r 1 Slay N (D.B.5551 P.265-272) Ve1179169• I ; R55' R35' °> ° ,. •p >• • �; > . e, • C / '! 1 / 1. A KNOX BOX(TM) IS REQUIRED. CONTRACTOR TO 171 9'R3' R3' > �� TIE IN TO EX. CG-7 COORDINATE LOCATION WITH FIRE MARSHAL'S OFFICE. 2 48.7 U DANIEL C. HYER a M nn PROP. VDOT CG-126 f 45.2 2• RADIAL CURB DIMENSIONS TAKEN AT FACE OF lNT/CEN�L SM � FUEL TANK i 5'�- LiC. N0. 45596 R J. #064 02-/5B CURB/FLOWLINE. 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PROP. UNDERGROUND VENT PAD e FUEL TANKS ' \\ \\ �D © Lod 3. CURB RADII ARE 5' UNLESS OTHERWISE DIMENSIONED. PAD VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE - (3) PROP. WATER a`J ` - w-4I7 traftic signal � 4 ENTRANCE CORRIDORS SHALL BE ELIMINATED. �LCNAI End RELOCATED AIRPORT Asphalt /y 40' _ DIRECTION SIGN t - - - - - METERS - 4 vault o - - - ° 10' BUILDING/PARKING SETBACK LINE b4 47. • _ EX RIGHT OF WAY _ �� '" f/ ��� 5. WHERE CONCRETE PAVEMENT ABUTS CG-6 SPILL CURB, (ENSURE T MIN. TO j R50' a zf 0 CONTRACTOR MAY EXTEND CONCRETE PAVEMENT TO APPROVED DCH BOTTOM OF SIGN) _ _ I R50' ^- Kr CURB FACE AND ELIMINATE GUTTER PAN. WHERE wv N55°39'S7'W/26.99' ka." PROP. STEPS WITHHANDRAILS SUBMSSnni ni' 7 CG-6 SPILL CURB SEE DETAIL 4/C4.2 STANDARD GUTTER PAN CONVEYS FLOW, STANDARD TRANSITIONS TO CG-7 �- PROP. ADA PEDESTRIAN ACCESS RAMP I DRAT CURB AND GUTTER SHALL BE CONSTRUCTED. ALL PROJECI 1903600 ✓ TO EX. SIDEWALK BENCHMARK N 55°02'36" W l7./l' � DRAINAGE PATTERNS SHALL REMAIN AS SHOWN ON TIE TO EX. S/W PROP. VDOT CG-12B TIE IN TO EX. S/W EX 5' PUBLIC SIDEWALK PROVIDE HANDRAILS PER DETAIL 5/C4.2 N..• 3935947.50 SHEET C5.0 -GRADING AND DRAINAGE PLAN. T H E W 0 R K 0 F TIE INTO EX. CG-7 EX. CG-7 EX. 5' B/KE LANE STA TE ROUTE 64 9 (AIRPORT RDD] E. //50/4/3.09 _ 6. ALL OUTSIDE CORNERS OF CONCRETE PAVEMENT LINE + GRAD E ELEV.• 547.89- SHALL BE CHAMFERED PER DETAIL 1/C4.3 TO AVOID 400' CONCRETE WEDGES OF 90 DEGREES OR LESS. 8,600 ADT SITE PLAN 1" = 20': 0 20 40 C400 SPACE 12'1 1' CENTERLINE GRID RESERVED PARKING R5" N -1" 5" PENALTY p $100$5 FINE 12" TOW AWAY ZONE 5" 20„ I0 VAN o ACCESSIBLE TAN 5' MIN. TO (WHERE APPLICABLE) 1 1� FINISHED GRADE HANDICAP PARKING SYMBOL FHANDICAP PARKING SIGN yr SPACE 4" STRIPING SPACED 2'APART zz 5' 8' MIN. MIN. SEE PLAN r SINGLE HANDICAP SPACE HANDICAP PARKING SIGN �HANDICAP RKING SIGN_ Q ADA PATH a NEMENTEDGE 100 8' MIN. T 8' MIN. I 8' MIN. ADJACENT SPACES OR VAN SPACE HANDICAP PARKING SPACE NOTES: 1. SPACES SHALL BE COMPLIANT WITH ADAAG 502.6 AND VUSBC 1106.8. 2. ALL HANDICAP PARKING PAVEMENT MARKINGS SHALL BE WHITE IN COLOR. HANDICAP PARKING SIGN NOTES: 3. SIGN SYMBOL SHALL BE INTERNATIONAL HANDICAP SYMBOL. 4. SIGN MATERIAL TO BE 0.065" ALUMINUM SHEET. 5. VAN PLACARD SHALL ONLY BE INSTALLED WHERE DESIGNATED ON PLANS. HANDICAP PARKING SPACE DETAILS U RIGID SURFACE FINISHED GRADE (WHERE APPLICABLE, SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) f- 2% CROSS SLOPE SLOPED TO DRAIN III —III —III —III —III —III —III —III— — 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE — 11 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1- -II—III—III—III III MIN. 4" THICK, 3000 PSI CONCRETE =1 I 1=1 I 1=1 I 1=1 I I —III —III —III I I —I I I —III —II I I I 11-1 111-111=1 11=III—II1=1I1=1II- -I I I -I I I -I I I- I I -I I -III -III- 4" VDOT 21A STONE BASE =III-III-III-III-III-1 I PRE -MOLDED JOINT FILLER NOTE: 1. WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, CURB, BUILDING, OR OTHER HARD SURFACE, CONTRACTOR TO PROVIDE PRE -MOLDED JOINT FILLER AND EXPANSION JOINT AS SHOWN ABOVE. OSIDEWALK '8" 4000 PSI CONCRETE FIBER REINFORCED 6" VDO_ T 21B STONE BASE o� I COMPACTED SUBGRADE- III III III CONCRETE PAVEMENT SECTION PAVEMENT SECTIONS U / F_ 1.5" VDOT SM-9.5E \ —III—III—III—I I (— COMPACTED SUBGRADE- ��� III III III � ASPHALT PAVEMENT SECTION FINISHED GRADE COMPACTED vb #57 STONE' BACKFILL BACKbFILL �\ GEOTEXTILE FABRIC AT \\�\ STONE -SOIL ONE -SOIL INTERFACEIIIT . 4" DIA. WEEPS @ 10' OC, LW GEOTEXTILE FABRIC AT WALL SIDE SLOPE TOP OF FOOTING 2% AWAY FROM WALL 12" \ r j\\ j\\ j\\7 RETAINING WALL SECTION O 1" = 2': 0 2 4 4, 2"R SEE PAVEMENT SECTION 1:12 —� m VDOT CLASS A3 CONCRETE 29 I.6" -- 24" PAN SPILL CURB V 8' cc STONE Ri VARIES (TMAX.) VDOT 21A STONE BASE RETAINING WALL NOTES 1. SOIL TESTING SHALL BE PERFORMED BY THE CONTRACTOR TO CONFIRM SOIL BEARING CAPACITY UNDER FOOTING MEETS ASSUMED VALUES. 2. ALL CONCRETE SHALL CONFORM TO ACI 301-10 AND ACI 318-14. 3. WALL CRACK CONTROL JOINTS SHALL BE PLACED AT 20' MAX. 4. SAFETY RAIL WITH 42" MIN. HEIGHT SHALL BE INSTALLED WHEREVER DIFFERENCE IN FINISHED GRADES IS GREATER THAN 2.5'. 5. CONTRACTOR MAY STEP FOOTING ALONG SIDES OF RETAINING WALL PROVIDED THAT MIN. COVER OVER TOE IS MAINTAINED, AND FINAL GRADES CONFORM TO THE GRADING PLAN. MIN. DISTANCE BETWEEN STEPS SHALL BE DOUBLE THE CHANGE IN ELEVATION. 4,12" MIN. "K" .Z\ REINFORCING SCHEDULE REINFORCING SIZE/SPACING BARS "D" #4@12" BARS"V #4@12" LONG. FOOTING BARS IT," 844@ EQ. SPACING LONG. WALL BARS "Lw' 8-#4@12" BARS "M" #6@12" BARS "0" #6@12" BARS "P" #5@12" FINISHED GRADE OTRASH ENCLOSURE SCREENING WALL SECTION BRICK TO MATCH BUILDING � U �_.. =mII=m.o nAm imm Inmi� 1�11l�II■1.lI■II�IAI�IIII■ 111�a>�� W Q DC W 7 35 -3i :: ! 4 ■ 1 j j j � ■� j�1!,l /•!.1-.] � ICI „ RM %'III 44X44 TUBULAR STEEL FILLED WICONCRETE AND CAPPED. PAINTED DARK BRONZE WITHit IfXI2`X 2'-9` MINI. CONCRETE FOOTING. '-118 I 0 >_ TYPICAL OF 4. SEE 4`X44 BOLLARD DETAIL ?' Bw • ROOM HANGER MOUNTED If G.M.U. FOOTER � -8 • TO WALL O I.--O INSIDE OF ENCLOSURE TO BE PARGED AND PAINTEDLu jjII U v DARK BRONZE ®'-i l J J U Q z_cQc LL F g G O I� w U o m LL.I n'-24`t IB'-6a`t I'-118 8'-3" WIDE GATE, 7'-2" HIGH (TYPICAL OF 2) TRASH ENCLOSURE DETAIL TRASH ENCLOSURE SCREENING WALL ELEVATION (FRONT) /�— 5'-2" WIDEGX 7'1 ICK TO MATCH} LDING C.M.U. FOUNDATh left .2 A I tv FOOTING 7 5o OF G J 0�>6�202> r'2 r DANIEL C. HYER a L1C. N0. 45596t L-IONAL B� APPROVED DCH SUBMISSIONI NI' 7 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C40 1 NOTES: 1. INS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. 7HE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (IV DEPTH) OR INCREASED AS MUCH AS 3" t2V' DEPTH) N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTIERWISE THE DEPTH 15 TO BE 13" AS SHOWN. NO M,UIS7% ENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, N THE SECTION ON GS URBAN STANDARDS. '• Vie. Y D.; • D. S1IRF/ • Vie.•.. • ,e • ,e� • BASE A-. 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 4" R rv��a SUBBASE- e ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.91 NOTES: L THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3" COMBINATION CURB k GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURED SHALL BE PAD FOR AS RADIAL COMBINATION CURB W GUTTER. 4" FOR 115E WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB II GUTTER $NN.L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE 115E OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. • D ' m • • T'IP • THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AD GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTANED. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 201.01 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.. ELEV. PROP" OR BARS A AND C EXISTING WALK, YARD, ETC. BARS A AND C BARS B -ONE BAR B TO BE BARS A PLACED UNDER EA PLAN STEP AND TWO UN I •un•.In: •C Cu W S-1 A BARS C*4 Vt - 0.917 CU.(NJ FT. I :..• : V2 - 0.573 W. FT. V1 ••' V3 - 0.726 Cu" FT. V4. 0.888 CU. FT. r' �: N 11 , ELEV. PROP. OR EXIST. BARS A #4 ;. SD WALK OR SHOULDER. V4 �. • • � FROM PICTORIAL VIEW IT IS SEEN THAT: BARS B *4 :•', V • A W2V2 (N-1T•V3 CWN•1)•2V4 27 SECTION A -A L ^' t SUBSTITUTING VALUES of ELEMENTARY VOLUAES- • � ..:. •. N V - O.N7W1.14NN-1)-0.728(WN•1)•1.338 27 Vµ - INDICATES TOTAL VOLUME OF STEPS IN CUBIC YARDS. USED INVCOMPUTING INDICATE ELEMENTARY VOLUMES W - INDICATES CLEAR WIDTH OF STEPS, IN FEET, BETWEEN SIDEWALLS. N - INDICATES NUMBER OF STEPS IN INSTALLATION EXCLUSIVE OF LANDING. L1 - INDICATES LENGTH OF BARS A. IN INCHES. L1 - 13.038N B" L2 - INDICATES LENGTH OF BINS B. IN INCHES. L2 - 12W • 9" L3 - INDICATES LENGTH OF BARS C, N INCHES. L3 - 13.038N • 18" F NUMBER OF BARS A FIADRAIL OLLOWING N-1-5 N-6 N-7 N-8 N-9 N-O N•I1 N•12 N-13-25 W 3' ,ry 4 5 5 6 6 7 7 8 W 4' S 5 8 7 7 e 8 9 IO W 5' a1 6 7 8 9 9 ID 11 12 IS TO BE PROVIDED FOR STEPS HAVING THREE OR MORE RIS CONDITIONS: I-• nN•_I 1� ERS,AAD WILL MEET THE A LANDING IS TO BE PROVIDED WHERE 12 OR MORE STEPS ARE REWIRED MINIMUM SIZE OF LADING TO BE W • 1 FOOT X 4 FEET. 1. ON STEPS LESS TWIN 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 F CAST N PLACE, 4000 PSI IF PRECAST. 3. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES OPEN, ONE HANDRAIL ON EACH SIDE. FOR OTHER WIDTHS THE APPROXNATE SPACING OF BARS A 4. ON STEPS MORE THAN 44 INCHES WIDE BUT LESS THAN 85 INCHES WIDE, ONE HANDRAIL ON IN INCHES WILL BE EQUAL TO 80= N WITH A MINIMUM SPACING OF 6". EACH SIDE. REINFORCING BARB TO BE USED N 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. amumcnllun VLX r REFERENCE STANDARD CONCRETE STEPS FOR 1%2:1 SLOPE ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 2 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.01 P I-�MAX. 6'-0"--MAX. 6'-0"�{ GRIPPING RAIL SEE ROAD LANSFOR RETAINING FF I.�4%{' O.C. -yq" NPS PIPE PICKET I WALL DETAILS. 1 D.C. s/e" SOLID PICKET AT MAX. 5'-0"MAX. 6'-0" I %Z" DIA SOLID STEEL SMOOTH I ROSTUND ROD ADARD(PPE) OR GROUNDING I I I ELECTRODE RAIL EXPANSION JOINTS AT 1' ANCHOR INTERVALS NOT EXCEEDING 3" MAX, BOLTS 4" O- C.�'I �••- IN FEET. (TYP.) l'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 2 RETAINING WALL RAILS :2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE MIN EXPANSION JOINT PICKETS : Y4" MIN NPS (105" 0 D) SCHEDULE 40 PIPE OR W MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE ::PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) ro SEE ROADWAY PLANS 2" min. 12" OR TYPICAL SECTIONS FOR DISTANCE TO 1%2" NPS SCHEDULE 40 PIPE MIN SIDEWALK OR SHARED GRIPPING RAIL USE PATH. GROUNDING I.I 21/•" min ELECTRODE I NOTES SOLID STEEL 1. THE C( OOTH ROUND RO ASPECI CONCRETE FOOTING TO INCLUDI BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEI SOIL CONDITIONS. ANC OR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGI HOLDIM MIN GRIPPING RAIL SHALL BE INSTALLED WHEN THE CC THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RI EARTH FOUNDATION DETAIL TOLOR GREATERTHANPERCTO ENT.GRIPPINGOF ACOCORI (FOR USE L BE INCIDENTAL WITH TYPE II& 111RAILINCS) THE RAILING. DRAINA( MAX. 6'-0"t-MAX. 6'•0" SEE ROAD PLANS 4%2' O.C. 1'i' NPS PIPE PICKET r4" FOR RETAINING r41/e" O.C. `'/n" SOLID PICKET 74" WALL DETAILS. RAIL EXPANSION JOINTS AT ;' INTERVALS NOT EXCEEDING 3' MAX. 30 FEET. 1'-3" POSTS 12" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE RETAINING WALL RAILS v 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT ---'PICKETS o -7q" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE OR " MIN. SOLID STEEL SMOOTH ROUND R( HR-1 TYPE III BICYCLE RAILING 3 MAX. ANCHOR BOLTS POSTS a 4/x MIINN,, NPS E(1,90" O.D.) SCHEDULE 80 PIPE RAILS : 11/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7" ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE-6. 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN ACCORDANCE WITH NOTE 1. 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD 105 STANDARD HANDRAIL 105 238 METHOD OF LOCATING AND ERECTING 504 VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS HEET REVISION DATE S1 OF I 7/11 601.05 WP-2 CG-7 NOTES: L THIS REIN MAY BE PRECAST OR CAST IN PLACE, 2- CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB W GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4" FOR USE WITH STABLIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARN_LEL TO THE SCOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL N THE SECTION ON URBAN GS STANDARDS. 6. WHEN INS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN GaaR 0 Cp NC,S IN STANDARDS CAN BE MADE AT 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IB 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 1 �/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) SPECIFICATION REFERENCE 105 502 NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 50D FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE '15 W z J N W W z J Cn Q J > F_ W 0 � Q LLI O W OH Cn ~ J LU Z Q F O 'L w O m N \\ / I 0�>6�202> r'21 DANIEL C. HYER Y LIC. N0. 45596, /ONAL E� APPROVED DCH SUBMISSION NO. 7 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 •• •' • 1�1:1y �1�1.v1-,Y1�'�1.�1�'�1.�'�1.� • GAS CANOPY PADS PARKING AREAS DUMPSTER OTHER CONCRETE/ ASPHALT TRANSITIO M �.:.. . m" .:.7, CONCRETE / ASPHALT TRANSITION SCALE: NO SCALE SHEETZ PAVEMENT TRANSITION DETAIL IS BABE STOREFRONT BUMPER POST FLUSH SIDEWALK/PARKING AREA SCALE NO SCALE Convenience Architecture SITE AND STOREFRONT o . GURHINCs and -2' P.C. 3515he Way, Cha W%PA 36625 (814)23 6013 A R/LPOIE AEPAi ODLLIR FUBN6BED IIM MOPoLE MADE M1 AUM So III IIIIIIII." '. = =11111 IIII." LEEMEESIDE o FLAGPOLE FOUNDATION SCALE: NO SCALE onvenience A rchite( and Design P.C. 351 Sh. Wag Cla ug•PA lW5 (814)13. 0`-8" z w a W Za O U "p m P" OR 8" DIA. STEEL PIPE WITH :AP DROTECTED ITEM DOURED CONCRETE 6" OR S" DIAMETER PIPE BOLLARD SCALE NO SCALE eonvenience,grchitecture 6` DR 6 PIPE BOLLARD and -2P.C. 3515het`tr Way, ❑.,b. e. PA 1605 (BMJ233-6013 Q AIR MACHINE PAD NOTES: ELECTRICAL NEEDS ARE A 126-VAC 36-AMP 010 WIRE CIRCUITS WITH GROUND POWER CONDUIT FROM BUILDING TO AIR CONCRETE MACHINE IS TO BE RIGID PVC WITH FIRST AND LAST 10� IN RIGID METAL CONDUIT AND EYS FITTINGS AT BOTH ENDS. TERMINATED IN RECESSED 6" PVC SLEEVE UNDER AIR MACHINE USE WEDGE ANCHOR BOLTS TO MOUNT AIR STAND. BOLLARDS ARE 4' X 4" X 5. TO BE PAINTED DARK BRONZE. FOR INFORMATION CALL 9HERWIN WILLIAMS ALTOONA, PA STORE (814' 946-6161 MA)OMUM DISTANCE FROM FINAL GRADE TO TOP BUTTON ON AIR MACHINE TO BE 48" SIDE SECTION VIEW 4•-24 CONCRETE CURD 1�-4" PLAN VIEW 44 X WI! DOWER C 'ED FROI' i" HIGH AIR MACHINE PAD SCALE: NO SCALE FRONT VIEW I'-44 I Convenience Architecture AIR MACHINE PAD DETAILS and -�P.C. 3515he U Way, Uaya6u%PA 16625 (814)238E013 E G NOTE: CONTRACTOR SHALL SELECT AIR MACHINE AND VACUUM STATION EQUIPMENT PER ARCHITECTURAL PLANS. COLOR OF EQUIPMENT SHALL BE RECESSIVE TO REDUCE VISIBILITY FROM ENTRANCE CORRIDOR AND BLEND WITH SURROUNDINGS TO SATISFI ARB APPROVAL CONDITIONS. SEE ARCHITECTURAL PLANS. NOTES SIGN CABINET 4 NOTES I. DEMON IS 5A6ED ON B0 TO 120 MPH 3 SECOND CONNECTION DESIGN GUST DESIGN WIND SPEED MAX PER IBC 2006. BY OTHERS. EXPOSURE C. 2. FOUNDATIONS ARE BASED ON A SAFE LATERAL SOL ELECTRICAL DEMON BEARING PRESSURE MINIMUM OF W& P6F PER BY OTHERS. FOOT OF DEPTH BOIL REPORT WAS NOT FURNISHED. ALLOWABLE BEARING PRESSURE SHOULD BE VERIFIED PRIOR TO PLACEMENT OF CONCRETE DO NOT PLACE FOUNDATION IN FILL & CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 30" P81 N 28 DATE. ® 4. SUPPORT MEMBER SHALL BE FREE FROM DEFECTS AND SHALL MEET ASTM A500 GRADE B WITH A M NIMUM TIOM STRENGTH OF 46000 PN FOR TIDE Cgpl NXu' PLATE AND ANGLE SHALL MEET AOTM 4U6. 6 & STRUCTURAL BOLTS SHALL BE ZINC COATED A32S STEEL TUBE UNLESS OTHERWISE NOTED. 6 ANCHOR BCLTB SHALL BE CUT FROM A3e ROUND STOCK EXPOSED 61"ACES SHALL BE GALVANIZED OR OOATED TO PREVENT CORROSION. \� OPEN /\ 1. ALL VOIDS BETWEEN CCUUM4 BASE PLATE AND FOUNDATION SURFACE 66AL1L BE COMPLETELY LEGEND ® FILLED WITH HIGH STRENGTH, NON!-BHWNK GROUT. - IS'-10' cc.LO 8. UNES SHALL BE MADE WITH ET0J0t ELECTRODE& POLE POLE SLEEVEMUDVERIFY A S COLLAR BASE PRIOR TO FABRICATION BT PERSONS GUAIJRED N ACCORDANCE WITH AM SIZE 12'-B' STANDARDS WITHN THE PAST TWO TEAR& a STEEL RBNFORGNG BARS SHALL CONFORM TO 40' 12` DIA 48" 24` DIA 16" Dl4 ® 9:i1• ASTM A&IS GRADE 6B WITH DEFORMATIONS N 35' 10WI 42 JU" DIA. 12" DIA. 1" MAX4Y' LONG ACCORDANCE WITH ASTM A-305. WELDING OF on B' ANCHOR BOLT RBNFORCING BARB 16 PROHIBITED. 10.749 DESIGN IS PROTOTYPICAL AND SHOULD NOT LOOVVER BE FOR SITE SPECIFIC floNB Ufa.Eee 7 DEWED SUITABLE BY A COMPETENT _ PROFESSIONAL ENGINEER SUP ILL TUBE FORI1 SOUME OR TOP 1' 0" G FOUNDATION WNO%m SAID RL LCHTNIND RODS, BASE PLATES ANo NICHEDDRRNM FLWPUIIETAL E EEVE FLAGPOLE FOUNDATION i m I^ VERTICAL RBNFORCEMENT- (5)11B BARB AT 13' O.C. HORIZONTAL REINFORCEMENT - (Oft BARB AT 14' O.C. ON LES SARD AND WNDWARD FACE DO NOT WIND REBAR 3' MN COVER 2.6& au. YIDS. OF CONCRETE REGb PER FOUNDATION TURN,I' DIAX42" LONG ,..., ANCHOR BOLT 1 T = I (6) 86 BARS ON A • A w� A' 21` PATTERN WITH :.;! y y •, (4) 03 STIRRUPS R .1 y' 6` O.G. AT TOP IB`, THEN IB" O.G. •' a. THEREAFTER 192 GU YDB. OF GONG •..•�: ::.. REO'D. PER cassoN OPTIONAL CAISSON FOUNDATION NO SCALE 3• N Ic SECTION A -A B" OR II' I^ CLEARANCE BAR DETAILS NO SCALE 6"N(a`XI l4` STEEL TUBE ^3'X *)%ll' STEEL GUSSET �I" DI.A.X42` LONG ANCNDR BOLT 13°XI3`XI" STEEL BASE PLAT HIGH STRENGTH, NON -SHRINK GROUT ANCHOR BOLT PROJECTION DETAIL NO SCALE I •—I B I 1A" I W�Z a7 a O O BASE PLATE DETAIL NO SCALE 1/2' GUSSETT DETAIL NO SCALE EAVY t NUT DIA.X42" �N1G NCHOR OLT EAVY HEX TACK D TO T ANCHOR BOLT DETAIL NO SCALE STEEL BASE PLATE •1 1/44 DIA, HOLE TYP. b"Xb"XI /4" STEEL TUBE 3"X3"XI/2" STEEL GUSSET ABET SHEETZ CLEARANCE BAR DESIGN INTENT UP TO 120MPH MAX. CLIENT: Q SIGN COMPANY 510T EIDOM AVET•6, ALTOONA. PENNSYLVA•IA 16601 PEMM (614) 949-U" FAL• (614) 686-4205 SHT. 1 BY.. HMA PWI@d Nun 12 OF DATE` Nu 04/25/12 DmwlTgBl W z J N L1J g Lij z 2 z � U) ^J^ Q Lu z II..NLL vJ/ LL I z_ Q /QLu 10— Do N J L L Q z Lu Lu Z z LAA U) J 0010202> r2 DANIEL C. HYER a LTC. 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B. 4574 1.676 I III I I I I I I I / Zt Wq.X/ V F..151-158 I I I II I I I I I I I I I NEW Mpg o I ZONED: Cl COMMERCIAL I I \ EAS II i 535.73(EP) I I ¢tece 11 11 1 1 I 1 I I I I PRESENT U5E',-2FT5NT10NPON0 I I I l f I I I I I I'I I Ix I X-s (EX VDOT ES-/) EX. VDOT RISER ++ I \ INV. OUT., 538.82 INV. OUT., 52979 /+ wv i �// / / �/ 4 NOSE DOWN CURB I � Ql�ENTRANCE INSET wv +/ , 1" = 20': 0 20 40 Wv / _ ! i /%/ /// \ DEC. / I // X-3 (TOP: 534 55 INV IN, 529.40 INV. OUT., 529.00 EP 536A Ex SAN. MH RETAINING WALL' b TP 536.' TOP., 537 'NV. IN: MAX. HEIGHT: 7' V. I ., 27. T) 48 553 .� \(LA NEW SWM FACILITY ESMT INV. OUT. 527.65 (D.B.5551 P.265 272 & D.B. 5559 P.744-751) , SD-12 / \ \ ORAVEL i INV. IN:538.10 SD-13 v // / / 543 i - (� > ---53� iW 45.7 5 BW 539.5C CHANN f L B ` " -- 5415 NO n Bw�- / /.75 ------ / /.75 ----- m I i TW 54 TW 545.75 P� 539.98 / q h� / p8„ ZZy4 f�yt/f:-1W 545.75y 54556 545.14 - ADA ACCESSIBILITY NOTES / TP uwil= 1. CONTRACTOR SHALL ENSURE LONGITUDINAL RAMP en SLOPES DO NOT EXCEED 1:12. TOTAL RAMP RISE AD uwil= SHALL NOT BE MORE THAN 2.5'. Z zF- 535.731 z N 2. CONTRACTOR SHALL PROVIDE ADA LANDINGS AT ALL 10 �Iw LOCATIONS SHOWN ON PLANS AND AT THE TOP AND lw 5I.117 I �� / a > BOTTOM OF ALL RAMPS. Lu EW ACC EAS 3. CONTRACTOR SHALL ENSURE THE SLOPE OF ALL ADA Lu ( .B.529 / / LANDINGS DOES NOT EXCEED 2% IN ANY DIRECTION. Z TMP.32 58A SD-1 _ ADA LANDINGS SHALL BE 5' X 5' MINIMUM - H M JR 0 JUN K TE RY DIMENSIONS AND SHALL BE CONSTRUCTED OF A RIM: 535.63 U' x-2A (EX cRaTE) HP:536.18 HOMOGENOUS, SLIP RESISTANT SURFACE. D. B. 4574 .676 �` TOP 533. 58 I N Z 3. 629 P. l04 1 T) INV. OUT: 530.'83 N 4. CONTRACTOR SHALL ENSURE CROSS SLOPES DO NOT ED: Cl COMMERCIAL / �� 53394 i / N EXCEED 2%. 535.89 NT USE.' COMMERCIAL 0� EX s M Asphalt I � EX /s„ P � X-2 (EX. 5TM M/ 2YCONSTRUCTION >� ( _ "T IN N TOP' 534.53 5. CONTRACTOR SHALL ENSURE NO CHANGES IN LEVEL TOP. 34.4Y�� N \ IT (D.6.5293 P.78) \ , \ // / I INV /N- 528. 33 ( 111 INV /N 5 6.0 (EAT) M / 4 / GREATER THAN g OCCUR. NECESSARY CHANGES IN - lNV 525.72 534.31 RSP / M nb N INV.. IN, 528. 03 ( 1 INV. OU : 25.67 Zt<' I N INV. /N 53L78 (.' LEVEL GREATER THAN �' SHALL BE BEVELED WITH A > S I SLOPE NOT STEEPER THAN 1:2. - DRPI 6. CONTRACTOR SHALL ENSURE THE CRITERIA ABOVE vpp106u% �,-•� I I ARE MET ALONG THE ENTIRE ADA ACCESS ROUTE SHOWN ON THESE PLANS, AND ANY OTHER SITE AREAS p O EP535.18i / I SUBJECT TO ACCESSIBILITY REQUIREMENTS. SEWS ' TC535.68 � / LP: �5.53 N SITE GRADING NOTES: Cyf u" RIM: '�3� ( / SD-B SD-C 1. CONTRACTOR SHALL MAINTAIN AN ABSOLUTE � g RIM: 537.84 Lu 1- E ( 5 8 _ MINIMUM SLOPE OF 1%ALONG ALL FLOWLINES. �538.0(01 BMPB SEE SHEET C7 yI FOOORR DETAILS ' ✓I.JP'W�1 1 I �IF EX. 20'�N SEWE/7ESMT 5 /0°3/ff ` 5 543 L j 54 ) � •�" 6 / X FO.B�35t97/ 162-168SD-13.TW 54 TOP., 55/.8/ -/RIM:547.28 546 545.37INV IN 541.3E CE , TW 554445 5 SO lC $D-1D NI /V. OUT., 54/.// 5.95 CHAINL545RIM: 544.26 54.85 SD-14 5"92 SQ,l x�9 \ NEW CONSERVATION ESMT '-RIM: 547.93 i 1 /° . , � 5a6.25 546 / ' \ \ (%3.5551 P.265-272 & - / 547.18 \ SD 9 �542.17 D.B. 5559 P.744-751) " I \ NV. IN: 538.17 (SD-10) \ \ \ 7I I 548.3S SAN SEW 5 544.08 1 tS 6 � p P 9 548.24 548.26 \\\ y�A \\ SA ✓� . 547.10 545.53 EX SAN MH TOP., 560.15 \ \ \ , Q 24 F INV OUL 54225 >.° ,\A ...� ' ° .: �O 548.43 TC 548.46 11 RO AN 1 - I I 547.7; " 54° \ SQQ\ S INV. IN. 542.45 CURB CUT 2 5.69 547.98 . J " n° - HP: 544.19 547.75 * 548.31 548.27•���/''.-1 ° '.. :e°> EP 547.98 °' STANDS of TC 548.48 SHEETZ STORE OEC. UNDER 6" \ 544.13 LP: 544.0 I \ I 548.08 FFE: 548.50 / \ , /\ I SD -A LP: 548.24 l / I SD-11 ° LP:547.37 6" PVC RIM: 544.35 1 E II �I SD-16 l SQ �.. ^ NEW 'PARCEL X" I549.07 RIM:547.70- 6 \ / \ r �I\ 11 III} 550.93° 550.73 544.251 � 5g8.97 .9 �, ° AIRPORT AUTO /NpES,�'IENTS 2? / lA( TMP. 32 -40 I I 1 A/RPORTAUTO/NVESTMENTS,LLC I 1\ III �, BMPA / 4g- P EZ�LC = - D.B.Sl89 P.548 SEE SHEET C7.5 SD-15 D.B.5551 P.265-272-6PLAT) / e D.B.3503 P. lBO-l87(PLAT) \ I 0' FOR DETAILS INV. IN: 544.42 (SD-16) 49- - 2�53�C - \ I `� D. B. 3192 P.264 I W I oh I n / w , v Q> ZONFQ COMMEiF6/AL� I I I \ \_ _ a I S �- '4� D. B.27/7 P. 3/7 xa (EX. CRATE) A 5 4ESENT USE C�MERCIAL j TOP.' 556. Jo - 544.25 �. I '� \, D. B.2284 P. J85 \ I 0-) I I INV. /N s4zbs (w)5as.00 IFUEL CANOPY >' HWPB. XlV P. /51-158 p %C INV. IN, 544.30 (S) HP: 557.01 ^I _ 551 \ N I ,� I HWPB.X/V P.200-207 S. INV. OUT. 544.15. - - - m I I' p°. n D.B.7/5 P.634(PLAT) _\ _ n ZONED: HIGHWAY COMMERCIAL (HC) I �s PRESENT USE- COMMERCIAL I I - = rn HP:552.80 552.50 I X-7A (Ex. GRATE) I \ V CHANNELA1�\ 548.36 . ' ToP. 559.43 GRADE BERM AROUND -1 I SD-3 r GRAVEL INV. OUT.' 550.03 EX, STORM STRUCTURE � HP:557.01 \� ,,, � � CAR WASH 548.00 ym w- � �/j' \� >-*-', _ RIM: 546.21 \ EX VDOTDRAIN ESrA I FFE:549.60 ` :L y.'° HP 548.13 PRO✓ #0649 002-/5 \ • \ �, I, �� EP 548.01 . 548.51° 547.88 1116 1 548.19 548.10• \ i `/6 ,' ;,z+. ,'•)r.. '�� 548.39 C p EP 547.92 L L v TC 548.42� .': -•'�.' '.• •�: >^ .�;. .: o •551.66, 551.38 r: ;n ' 1m.' %'. .r. �`� y:',•i ,• r� •.;• .l `rA:� j: \ M.. °/ > /ram HP 548.14 \ 546.94 549.29 548.44 548.19'> 15" HDPE�'& 546.48/ 15" HDPE .,:%.:_•. ,. .•� .:°,`: •�'„� .L.. - 54964 O 547.74 548 -.: •n:: •• '•.•..':•. \ 551.87 e.. t7.. a r:.. ......... :.::.'`..'•::;". .: ": "•.'. .i :"•t.':..''L - �_ �\ 550.98 °.- ...,..., °.. m00 m J i `I CURB CUT 1A / n 547.67 SD-4 1 I I HP548.30 n RIM:548.00 74•� \I} \ ° ° CURB CUT 1B \ \ ♦m U 548 RIM: 546.65 /. III I 552.64 I SD-6 `s U) s \ EX SPR/NT10ENTEL 8 DVP 546.75 546.64 PROPANE TANK 1 550.84 6_ RIM: 548.06" o `�' PR ✓ # i I - �- IT> 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CROSS III I SLOPE OF 2% ON SPILL CURB GUTTER PANS. I 3. CONTRACTOR SHALL PROVIDE SMOOTH, BLENDED _ TRANSITIONS BETWEEN SPILL CURB GUTTER PANS D STANDARD R PANS AS SHOWN ON 6 �SD-7 N \I� RIM: 539.66 MINIMUM TRANSITION LENGTH SHALL BE 5', OR AS PLANS. 538 \^ I 540.03 SHOWN ON PLANS. RIM:537.84 ��� ' 4. CONTRACTOR SHALL PROVIDE NOSE -DOWN CURBS ON ALL TERMINATIONS WHERE PROPOSED CURB DOES 540 \� SD-19 NOT TIE INTO EXISTING CURB. RIM: 540.25 SWM C f X 2B (EX CUL VERT END) UNDERGROUND f `INV. IN 536,/0 DETENTION _119 SD-2 j Q RIM _540.50 I I I 1 I 1 I I I 1 al�u 1 I I >1 I 1 / -T 1 1 y 40' 1 I 1 T y�Itne A / y�ilne9b / I fiber 1 1 *it n sC lel r �� Berl M I ao L ztz 1 T i 1 1 ROL I ; e J TP I 1 r • � 1 N L L] Z lLL.I V Q c=n g > z 0 > Q Q Lu z O ~O cr (n U Q z Ir Q Q O LL ` J Do Q z L.L NEW PUBLIC UTILITY ESMT I" 547.15 ) I 1 1 �LTH OF 1 Slay I SSO (D.B.5551P.265-272) -549 548.15 5ass7°►Q I A % a. EX lNv our. s41.96 ��' Df �lelol Bleg, a 14 S >. ° I^ \ • I ,� 543.56 (EP) /1791 I I 1 1 S S� 551.31 550.04 MATCH EX. CURB IN p 1�o�a ICE 554.47 S 550.16> 549.36 549.12 g % � w=48ND GRADE .7 DANIEL C. HYER 9 I 1 SS T7CENL S % �� 1 �, LINEA - byI-45.2 Li' . N0. 45596 I I 554.47 HP: 549.56 LEGEND. 553.78 HP: 550.55 549.86 549.60 'e 547.79� ISS " w= at,1C/ Pole O STANDARD/ACCESSIBLE /OtYpl E as. t 4 / 5 Asphalt 7M M� _ _ _ _ _ _ s5o.29• \ - bw=4za vault / v O PARKING COUNTS BUILDING/PARKING SETBACK LINE 5 f- 551.61 55o.3a ,. STANDARD CG-6 � _ - _ APPROVED DCH _ J ------ ------ --- ---------- ---- _ _ _ ® CG 6 SPILL CURB N 55°39'57" W 126. 99' SC-1 7 ! i F 555.10 N ^ 552.31 kr SUBMISSInni ni' 7 =RIM:557.23 = _ _ _ � - - - - 554.63�� I ® CG-6TRANSITION CURB PROJECT 1903600 557.v s -� s BENCHMARK X-2c o ® ADA PATH AND LANDING \ s N 55°02'36" W l7. ll' s�� 111 N N.' 3935947.50 \ TOP s46.bo 7 � \ \\ \ E //50/4/3.09 /NV. oUT. 542.35 THE W 0 R K 0 F TOP.* 556.88 SD-x8 6 ` X-9 s STA TEi?OUTE 64 9 (A/RP RT RDA - - ® BMP SOIL MEDIA L I N E + G R A D E INV IN., 54958 \ TOP 554.73 cS \ - ELEV.' 547.89- INV. IN 549.2I _RIM: 556.62 `�' INV. OUT., 550.98 W/LJ11-1.' 90' CONCRETE INV. OUT. 548.33 W I \ \8, 600 ADT C` GRADING AND DRAINAGE PLAN C5mO 1" = 20': 0 20 40 ACSA GENERAL WATER & SEWER CONDITIONS JUNE 27, 2019 \ ` 1 I SD-1 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE // \ 1 1 1 NEW VDOT MH-1, 7' I.D. CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. / r;- 1 RIM: 535.63 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF �, 1 1 INV. IN: 529.33 (SD-C) \ oe INV. IN: 531.78 (SD-18) CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. o1U ! 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE EAS PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE 3 \ III 1 / tACI .B.529 ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER /� / CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. APPROX 5'wa rERVNEEsrII (�G t NT) 1 1 X-24 (Ex GRATE) D .8.698 P.335 ANLd{ D.B 64 IP2(3 TOP 533.58 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. y\ INV. OUT. y3� B3 N 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). \ 1 / AsphaO 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE \ c I / EX. SAG M934.47H I� � l EX. 15' P � TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER \ ° NEW EMP(�RARYCONSTRUCTION EASEMENT (D.B.5293 P.78) / INV /N' 32INV.Y6. 0(L"25AT) LINES, ETC. \ I Ix I INou/ 525..72 67 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. \ EX OR/PL/NE �� I / 9. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE 1' � \ � / � E5MT 10. TREES AEXTENSION OF THE LINE. RE NOT PERMITTED IN THE ACSA EASEMENT. 1 X-5 (EX VOOTES-/) EX TOP.POO T541.6� / \\ I V�C1p6R9 �0?tea / I SD-8 4� INV. OUT., 538.82 INV. OUT., 529.79 `' F\ x E #' / DI-3B, L6' 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS 4\ p O / EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). \ / RIM: 537.84 SD-B- gEWE f INV. IN: 533.48(SD-B)I 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT / 48" DIA CONCRETE RISER WITH TRASH RACK EK. SA ff INV OUT 533 38 I I X-2 (EX. STM MH) TOP., 5,54.53 INV IN 528.33 (W) INV. IN, 528. 03 (SW) INV. /N' 5,5178 (S) INV. OUT, 527.8J (N) SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OFF --� _ RIM: 538.50 tf � THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS / X-3 (EX. GRATE) INV. IN: 533.67 (C/O-B1)i 5 - 3;, I 1 E A / 67 (C/O-B2) 8 IN: 533. / / SD-C INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. / INV. OUT., OUT.TOP.' 534.55, 529.00 IN., 529.40 / INV. INV. OUT: 533.57' 5 VDOT MH-2, 4' I.D. WITH WEIR /� �� 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE i �/ \ / �j 537 7 - } RIM: 537.17 TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS < Ex SAN MH �. / T INV. IN: 530.10 (SWM C-OUT) TOP.' 537 / 15" HOPE. 15" HOPE INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. / _ / X / INV. IN: 530.00 (41N PVC UD) SD-13 _ INV. IN's2z8o(LAr) INV. OUT:529.90 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE DI-3BB, L4' NEW SWM FACILITY ESMT 48 33 53$ j /NV /N' s277s � / / `r INV. OUT. 52Z 65 6. /!, ' \ SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS RIM: 547.28 R BMP B c I CONTRACTORTORELOCATE C( DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE INV. IN: 539.04 (SD-14) � CHANNEL B� SD-9 SEE SHEET C7.5 _ ___-- CONTRACTOR. (D.B.5551 P.265-272 & -�f VDOT ES-1 ") �� ° 11 1 LINES AROUND PROPOSED MA INV. OUT: 538.94- f�' FOR DETAILS g / / _ - _ D.B. 5559 P.744-751) , ff S3 / 1 FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. �� '„� - / INV. IN: 538.17 SD-10 / SD-7 SD-19 ��� DI-3B, L12' o RCP : INV. OUT: 536.00 PROP. LATERAL CONNECTION ( ) 1 TO EX. SAN. SEWER 227.45 ff . 5 NOP __,_ _= 4 t; 9 RIM: 537.84' 15 I 5. ALL W 540 \! \ \ I (� /hh6 / EX 2a/Oe Ts97WP/62S6B S f f 012 ' '° �� S_ 40 INV. INV. OUT 532.94) 7 f \ W of f . S \s =. 43 7S, 1 I I I X 2B (EX CULVERT ENO) TOP. 55181 l t :r • _� ti - INV. IN- 536. /0 INV IN' S4/.3i / SD-14 ff i �j VDOT ES-1(15) '':) �pF Sg SWM C \ \ I I / INV. OUT. 54L1/ CHA VDOT MH-2, 4' I.D.' j N INV. IN: 538.10 (SD-13) - \ UNDERGROUND J' 1 SD- $MH-2, 4' LD. X OR 'IN N RIM:547.93 \ DETENTION N INV. IN: 539.45 (SD -A) Su-0 RIM: 539.66 4 NEW CONSERVATION ESMT INV. OUT: 539.35 ��5�6 DI-3B, L10' < ( 7S„ �- j' I INV. IN: 535.46 (SD-19) \ \ (D.B.5551 P.265-272 & -- RIM: 544.26 yDA I i I INV. IN: 535.36 (X-2B) D.B. 5559 P.744751) �' i^ INV. IN: 539.70 (SD-11) F S� W ;, INV. OUT: 539.60 I I (iINV. OUT: 535.36 Y \ IRF I I gAN SE 6" SDR 26 PVC . \ TOP 560./5 LIGHT POLE EX SAN MH / (4) 4" SHED. 40 PVC ELECTRICAL CONDUITS TO BUILDING INV. /N� 54245 �� BMP A ' � (7yp) ( - INV OUT, 54225 SEE SHEET C7.5 d SS-1 •' PVC LATERAL (2) 4" SHED. 40 PVC ELECTRICAL CONDUITS TO CAR WASH FOR DETAILS 0� :I eQ� c> SSMH, 4' I.D. INV @ BLD: 544.33 :' 9 \' ^ y SD-2 I 5"OFr• , .._ , ply l - ;�O > '� r �Tr • I \ a RIM:547.85 - f „ a � .>� P + e VDOT DI-1 I 1 -� ENCASE GAS LINE h fi" • • 1 SEE SHEET C7.5 FOR DETAILS CA INV. IN: 537.76 (SS-2) o t ti. � o RIM:540.50 1 STAIVDS o. INV. IN: 537.76 (SS-4) - INV. IN: 534.33 (SD-3) I 11 oEC. UNOER 6" ��� .o+ = INV. OUT: 537.66 e I ply, 1 SD -A CO SD-16 / r \ - ° � ' _ %- 48" DIA CONCRETE RISER WITH TRASH RACK VDOT DI-3A (CUSTOM SHALLOW) RIM:544.75 f d RIM: 547.70 ' � / I L \ '�\ INV. IN: 539.92 (C/0-Al) _� DI-3B, L8' INV. OUT: 539.82 1 c pPE + C/0-1 INV. IN: 544.71(C/0-1) v� - 1 RIM: i a :15` N INV. OUT: 544.61_ - " r. ' II 1 9 _ / INV. OUT: 540.12 w 1 0 1 'i 0 EX POWER LE Sys 4" PVC LATERALS -547 T _ �� _r ° . ''r - I _ / / I o INV @ BLD: 544.33 _ I I _ U, C NNECT T R PO WITH � - O .� � \, � - / , f ^MIN. 150 kVA GROUND MOUNTED I I n(l 5 0 SS-2 TRANSFORMER VDOT ES- ") . - 0/ ° SSMH, 4' I.D. I ° w INV. IN: 544.42(SD-16). 0 RIM:547.64 �549 / I I a�° 1 �J - / 1 1 X-7 (EX. GRATE) . > :. m • ' \ . " 1 / A I&i • h. 1 TOP 556.35 I I INV. IN: 543.79 0 ��� I N 7 INV. OUT: 538.85 �S I FUEL CANOPY sH 6Def"esb INV IN., 54Z65 (W) \ cS - , G SO i " ARCEL / 1 wlt s Q. OINV IN544.30 (S) GREASE TRAP � 1I �.P..INV. OUT.- 544.15 (N) -° INTERCEPTOR TANKS HSE \ LIGHT POLE SHEETZSTORE (TYP) 6,077 SF .5 65-27 ( 4" PVC TO t r ~ 1N AC INTERCEPTOR TANKS FFE: 548.50 nVED CIAL LO 1 I \ CHANNELA X-7A (EX. GRATE) Ir ` I. -�.>,•�,l1es� 1 1 TOP. 559.43 \ .�.- ° ° : ., SD-4 2 1� 0 1 1 INV. OUT.' 550.03 � ' ` GRAVEL ` CAR WASH _ - _ > ° �, 1 VDOT MH-2, 4' I.D. FFE:549.60 I i M I 1 EX VooroRAIN Es cP RIM:546.65 PRO✓ #0649-0o2-/s� - • Qom.. _ 1 >, ;^ INV. IN: 539.05 (SD-5) 14"_INV.IN: 539.70(C/0-5) 1" INV. OUT:538.95 6 1 I I r 5 � J eh. T :• '::,• •'V.=: :..... •o .� •e. ''>�r. � � O ,4. T. m , .. ,. .,. ' z '• .,. ..,r ..., .,:: ., .: 'K ;.,.. S of e I I tltl J 1 w WI I 5� 1 15" HOPE 1 . 1 1 Q• � ; SD-6 SD5 `� SD3 v-vss 1 1 �s DI-36, L6' I 1 74,I` 1 Q VDOT DI-3A 1 (2) PROP. 2" TYPE "K" COPPER RIM: 548.06 VDOT DI-3A N RIM: 546.21 IP 1 WATER SERVICE LINES INV. IN: 544.17 (C/0-3) RIM: 548.00 \ EX SaRiNricENTEL B oua INV. IN: 538.63 (SD-4) 1 1 PROPANE TANK 1 S INV. OUT: 544.15 INV. IN: 543.66 (SD-6) PRO✓ #0649-oo2-I58 INV. OUT: 538.53 1 1 I S2 S INV. IN: 544.41 (C/0-4) 1 1 )MM NHOLE N w Q w z J Q Q LL] z tz O J z_ Lu J � Q � 0 2! Lu J N I L Q I INV. OUT:543.56 S e ++ 1 1 1 �/ �X;VH OF FUEL TANK y 1 1 D 1 Slay 1I yPROP. SS3\ 54 UNDERGROUND FUEL _ VENT PAD ♦ ►Q i / 1 EX V INouT. s4I96 1�e1o1 Bleg, /1791 ` I 1 PROP.1 WATER / / STORAGE TANKS d• / / RWSA WATERLINE TAPPING NOTES° I g 1 METER (IRRIGATION) NEW PUBLIC UTILITY ESMT � / 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE O Icy \3$4 (D.B.5551 P.265-272) a �� w-48.7 U DANIEL C. HYER v 0i.0 by=45.2 CONNECTION TO THE EXISTING RWSA 12" WATERLINE. uc. No. 45596 PROP. 1.5" WATER vT/CEN L S r 1� L 00 i � 2. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" METER (CAR WASH) +ye #06 02-/5 FIRE HYDRANT WITH 6" GATE VALVE / � , � / WATERLINE DURING CONSTRUCTION AND TAPPING. CONNECT TO X. 5 A6 A__ / / 2 I 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, �I _ 10' BUILDING/PARKING SETBACK LINE --/ �� signal THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" S/C gC�d GAS SERVICE LINE/ PROP. 1.5" WATER d- - - - w= 7 trait c// Pale U NAI Asphalt J/y W M _ _ �Q _ f bw=47 4 vault v WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE - - METER (STORE) CONVERT EX. INLET X-8 TO � a a� '" 9q�5�: s• - e � � CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND > v MANHOLE AND DOGHOUSE �O 5 a _ - _-- o SHALL BE PRESENT DURING THE TEST PIT. APPROVED DCH SD-17 ON EX. STORM PIPE -PROP. 6 DIP (W/L A) QQ' -- _ 4. SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING N 55°39'S7" W 126.99' _ A2 Q Sr A5 5 / -Rr THE TAPPING ;�, ;„ ORDERED SUBMSSInnI nl° 7 SD-17_ - - 45° HORIZONTAL BEND . THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO - DI-3B, L8'- - _ _ _ _6"X4" TEE, 4' VALVE _ THE TAP. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PROJECI 1903600 RIM:557.23 A3 ` A,4 F+•� N55°02'36"W17.1/' PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. 1 CORP. STOP, X-2c o 6"X4" TEE, 4" VALVE \ \ \ 6. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. THE W 0 R K OF 60 X-8 `Q Al \ TOP 546. 54 TOP' 556.B8 SD-X8 o X-9 INV. our. 54235 FOLLOWING THE PLACEMENT AND TESTING OF THE 12"X6" TAPPING LINE + GRAD E WET TAP ON RWSA LINE WITH 12 X6 TS&V STA TE- ROUTE 64 9 (AAR fT RD) \ �_ �I SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE INV IN:55495B VDOT MH-2, 5' LD. SEE RWSA NOTES ON SHEET CO.1 �- NV. OUT.' 550.99 \ �V WIDTH_777 -� � � PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO INV. OUT 548.33 RIM: 556.62 W�� Wl \ \ \ -,,8,600 ADT SET PRIOR TO MAKING THE TAP. UTILITY PLAN 1" = 20': 0 20 40 C6mO 555 550 545 540 535 530 NOTE: ALL PROPOSED STORM DRAIN STRUCTURES AND EXISTING INLETS RECEIVING PROPOSED PIPE CONNECTIONS SHALL RECEIVE INLET SHAPING PER VDOT DETAIL 4 ON SHEET C6.4 / 0 LO 06 / R coo M� (0 LoO4? IjM 0- O U O }_ ciM NMI 0c O+N V)O Ocom V) / / O�IQOOMV� COV M m V N ((0 (0 LO co In In r / + M V V I� CO�V Q O q LO n O LO Z 0 n �V O r In Z Z C) / M=00 / iI LO LO D V .. O +M t- 00 LO r pm » pp »> �OInZZO (9 Z0 OO �ZZ '� cn>FZZZ _ pp�»> Go>Fzz z Off» EX. GRADE r / M PROP. GRADE M 90.42LF OF 15" HDPE @ 4.99% +`_ioU) OM U) now.. r U) z 2.63COVER NO�> > — Z � > � / 80.27LF OF 15" HDPE @ 0.61% U W :mm) COS O r cq z / 0i 0 NMM00 LO LO 00 00 'J N OO q / IU)_ ZZLoNM cIONO2Cf) 00U) . / 0r-U)00 °>M°Z o� I o� �ZZI 6 PROP. 4"PVC / z a a w w w w w ??? / CONDUIT CROSSING o 15" HDPE @ 0.60% / u�i can 53.26LF OF (2) 10" OBSERVATION PORTS 30' O.C. / / EXTEND TO LOWER STACK SWM C UNDERGROUND OF 15 / DETENTION SYSTEM �ya92�- / 2.00' COVER / / 10-YR HGL 75 LF OF STORMTANK MODULES / — (MODEL #2524) / 10-YR WATER ELEV: 534.93 — iCRRAYT8'WIDE7C2"TALC ' DOUBLE STACK UNITS (SEE DETAIL 2/C7.8 75 LF OF STORMTANK MODULES (MODEL #2536) ARRAY 18' WIDE X 3' TALL SYSTEM INV: 531.00 @ 0% N RCP @ -126% 45.27LF OF 18 DIRECTLY ABUT SD-2 TO SYSTEM PER DETAIL 7/C7.8 N 3 6" GMP @ 3 09 ENCASE STONE AND MODULES WITH EX• LINERS PER STORMTANK DETAILS 50.00LF OF 4" PERE SCHD. 40 PVC @ i 1.00% PROVIDE DEBRIS ROW AT INLET 2 MODULES WIDE, 30' LONG 12.54LF OF 4" SOLID SCHD. 40 PVC @ 1.04% SEE SHEET C7.7 FOR 3.60' CLEAR UNDERDRAIN CONNECTION EX. 8"PVC CROSSING (X1-OUTFALL) NOTE: ALL PI PE AN D STRUCTURE CONNECTIONS SHALL BE WATERTIGHT. 0+00 OSD1 TO SD-6 H. 1" = 20': 0 20 40 V: 1=2:0 2 4 0+50 1+50 2+00 2+50 3+00 3+50 4+00 4+50 555 550 545 .MR 535 530 5+00 W 49 z Lu Z Z Uri Lu z N W z W 2 z � J U) J O Q LLB z O (f)0 J Lu �z< J Q LLI m Q i 0 0�1>61202> S, DANIEL C. HYER a LiC. N0. 45596t ZONAL APPROVED DCH I SUBMISSION1 Ni' 7 1 1 PROJECI 1903600 1 T H E W 0 R K O F L I N E + G R A D E C6ml N V � � U N� 00mM Lo ovr-U?�r �=Lnzzo 550 rn cn z z z 545 PROP. 2" COPPER W/L CROSSING 540�i PROP. 15" HOPE CROSSING (13-14) 535 PROR GRADE (2) PROP. 4" PVC CONDUIT CROSSING PROP. 1" GAS CROSSING f / EX. GRADE o: a w J U \--20.49LF OF 6" SDR-26 PI C @ 5.52% 450 VERT. BEND PVC @ 100.00% EX. 8"PVC SANITARY 00 O O 1- 00 uj ��(0.4U) Z) c.4 - O U)>>— um E z z PROPOSED SANITARY PROFILE O H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 550 •iffi• .7-51 (2) PROP. 4" PVC CONDUIT CROSSING 0. BMPA 545 540 PROP. BUILDING 2 0 ci jo Y5 Qq + Q - D L LO II � D r J z 0 �la=:�»— n>cnxzz EX. IGRADE cqLc� `10-YR HGL 32.31LF OF 15" PROP. 2" COPPER W/L CROSSING GRAVEL FLOW SPREADER SEE 1/C7.6 FOR DETAILS PROP. 6" PVC CROSSING (16-C/0-1) 550 545 540 152 535 1+00 1+10 N 1CO V r N ID 0 0 V + zU)U) O Q 00 ir II J V p cI ULO 6 z_g> U CO�z 550 540 OF 6" PVC @ @ 0.59% 545 535 540 530 560 555 550 545 O2 WATERLINE A PROFILE H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 ui w .i N Ln m m OD tn� m 0 (n00 66 rV UU� O(V i�CC � rrc) +rpII COL0N�M cy) 00 Moj +Op U CO (0 M ur) O OO Mn Lnmzn a;2m0m nzII 0 i p 2n�..M-M- 00 > > > cnp�zz cno�?? in't3: BMPB PROR GRADE EX GRADE 2.77' COVER 10-YR HGL �G -0 00 7 14.60LF OF 15" HOPE @ 0.62% 33.44LF OF 15" HOPE @ 1.02% 540 545 535 540 a BMP 530 535 560 555 550 545 15 O 11 6 p j Ln I- LO CN 00 0 (09, OF- 0) + `1 (D + - (0 0i M cl �60)Un O'1 II VU)� II F In z O�mtnZ0 JCO O n>wK pM �ZZ (no EE K PROR GRADE 2.00' COVER / L 10-YR HGL 28.54LF OF 15" HOPE @ 5.01% GRAVEL FLOW SPREADER SEE 1/C7.6 FOR DETAILS 545 540 535 0) p N 7 p fn X O 07 �- UUM 00 O 7gt V M u7 (V jN Ommo x 0+�NIM Il 0) Ln Ln r 0) r o r p��zzo 0 0 Z Z Z p M:�> n>x--- cnp0? PROP. GRADE EX. GRADE cmp T 0+00 10-YR HGL O Q 09 SD-18 TO SD-19 PROFILE O H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 n CA ci O + MU) �00-;tr 1 pp�0 1 jM �> noE? EX. GRADE 550 545 545 540 540 535 535 45 10 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. W z J LLJ Q LLJ Z 2 z � o' J > 0 � � Q LLJ Z o O(n ~ J ¢ LD D_ 550 rr z_ < O w DO J N I 545 49 z Lu Lu Z 2 ui LL 0 540 0010021 r� U DANIEL C. HYER a Lic. N0. 45596t 535 0+00 0+50 0+75 0+00 0+50 1+00 0+00 0+50 1+00 1+15 0+00 0+50 1+00 1+50 2+00 2+10 OSD-15 TO SD-16 PROFILE O SWM C TO SD-B PROFILE O SD-9 TO SD-11 PROFILE O SD-12 TO SD -A PROFILE 4 H: 1" = 20': 0 20 40 H: 1" = 20': 0 20 40 H: 1" = 20': 0 20 40 H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 V: 1" = 2': 0 2 4 V: 1" = 2': 0 2 4 V: 1" = 2': 0 2 4 L-IONAL B� APPROVED DCH SUBMISSION1 Ni' 7 PROJECI 1903600 T H E W 0 R K O F L I N E + G R A D E C602 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL lull 1� mop WE Mw INITIAL BACKFILL 8.4 1 e" MIN. IF MIN. MIN. +< - 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH- REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE g 4 I e" INITIAL BACKFILL 4 I B" B" SOIL I • MIN. MIN ON #68 STONE RANULAR FILL AS `" •,t•. �APPROVED BY ACSA % . ^s«t • : " CK' STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NITS FIG. W-2 TD-2 A \m 0i Ia F F \\ L 1 a1 . SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEET) W.W. FE CU.YD. BEND I I L I H I T L H I T 90 2.5E 250 3.01 0.24 4" & 6' 45 200 225 2.00 0.15 2 00 2.25 2.50 0.15 221/2 1,50 200 2.52 0.1E 11 1/4 1.50 zoo 250 0.1E 90 3.66 3.16 3.21 0.48 45 288 288 277 0.26 B" 221/2 1.66 2.16 269 0.13 3,18 2.91 2.66 0.32 11 1/4 1.66 215 267 0.13 Bo 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.53 4.00 2.53 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 4 1.83 2.33 284 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS QTHE 1 LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' :(270118"-2Y T.j/"+'#80 V'VE SO7 -1 260E P.S.I. THRUST BASE AND THRUST I�' �;i•' BLOCK AGAINST i E"•:r'v �I �:.'I UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED DEN 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 ( INgLDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHEN WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 1 1/5 aLTo l' COMPRESSNIN . Ve MALE PPE CKIPUM ------- OR APPgOVFD EWAL rmEx NOR c xDTe ND SSGIEO FlTDNOS DUAL SERVICE SINGLE SERVICE 1) S DDLES SMALL BE IMB, ON M PIPE, ` 'o] FOR 119E ON ATTA SINGE FAMILY 11101 ML NLAHOS OR DUAL READM IAL AID AKfAIIfIN NFAMCEN. II� 7 R " ^'IWRENBM . 3/4' MALE PPE CKIPLNO MP OOIIIA W = ON OETAa*D SINK[ FAMILY 1008lAAL STANCE 1NEAE AM IMICATON AE 6 NDi FIRIVIM TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA VARIES WATER MAIN-/ M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS BOX TO METER BOX (SEE FIG. THRU W--7E). 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BYTHEACSA. • SERVICE LINETO CONNECT AT MAIN WITH XNA'TEE. • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE, . REFERTOFIG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETESHGULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTICSHEETING AS PROTECTION FOR BOLTS. -. USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NITS FIG. W-BC TD-8 TD-10 TD-12 OTD-2 (DUCTILE IRON PIPE INSTALLATION) O TD-3 (CONCRETE THRUST BLOCKS) O TD-8 (FIRE HYDRANT ASSEMBLY) O TD-10 (SERVICE LATERAL) O TD-12 (LARGE METER SERVICE LINE) COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. el TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 TD-13 (111 METER BOX) O METER SIZE DIMENSION A 01NENSA)N a ➢IMENSION C 1 1/2' 3'1' 510' 3'8' 2' 71' 5'0' 318, 31 5' MIN 4' 5' MIN 12' GREATER THAN 4' PREP13SALS WILL DE SUBMITTED, B DOOR HINGES r----- ---------'1 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 UNDERNEATTHRFACE 36 ' %&'INUM ACCESS IATCH TD-14 TD-14 (LARGE METER VAULT) U' MIN. 17 C MN. � r B" MIN. < : e } iA +.r ear _ I 3Ir � �e 19 MIN. I••�-17.6"� .e . r T.••N 3Y MIN. 12, MIN. MINMUT LOGKNO ASSEMBLY 1 •WAS 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 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 SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVE172 OF 3 FEET. LT EATED FINISHED GROUND x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL as'O'o" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 EMBEDMENT 6"MIN SPRING LINE OF PIPE NO. 68 STONE - 'MAINING BACKFILL SHALL )T CONTAIN ROCK MATERIAL IGER THAN 5" IN ANY MENSION INTAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-15 TD_W TD-34 OTD-15 (1.511 METER VAULT) O TD-33 (LATERAL CONNECTION) 10 TD-34 (SEWER PIPE TRENCH) W z J N F_ ui Q 2 z0 J � Q Ld Z I- Z:) c) J J �zLL O LLI m __J Q I V J J W J p,1,TH OF O 07�96�2021 r'2 D DANIEL C. HYER I lc. No. 45596 A �w APPROVED DCH SUBMISSION NO. 7 PROJECT 190360E T H E W 0 R K O F L I N E + G R A D E C63 DI-3A, 3B, 3C crcAMCIAM _"xMT INLET BACK OF SIDEWALK °oI o 11 II L MBAR F 1- BAR A iv it II BARS D FACE OF CURB CR CONTROL JOINT GUTTER CRACK CONTROL JOINT P MIN. PLAN I .„"„ EXPANSION JOINT KEYED CONST. JOINT .-}R-� II WPRPED GUTTER -BARS A /'APPROACH n / GUTTER 1 W WEEP HOMER S e - - - - FRONT ELEVATION OARS F - - - - I - (GUTTER REMOVED) 5XI/f' BENT PLATE J- \ SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.-- R L21/Z'X2'/z'X'/4' GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B V2" 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/," X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ SiEAPPR.PAVEMENT 01-3A �� DI-3B L DI-3C L WARPED PAVEMENT _ i I FLOW FLOW I FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADE. ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVD❑T SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) " 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ODI-3A B C TRANSITION BETWEEN \ PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES; SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STADARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4'1 N DIAMETER AND CONSIST OF STONE BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK THE SURFACE N� SHAPE R CONTOUR OF PIPE VERT Ur OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAM TO INVERT OF OUTLET PIPE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. `�� ° DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ��/DDT SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 I REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X __ �/ X - - - _ - W CONCRETE TO BE LLL _ _ _ JJ CONCRETE PSI MINIMUM BE PLAN E7 X91 LSR WOO: END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2,_0„ 2,_0" 4,_0„ 2'-0„ 15„ g„ 2,_3„ 1,_9„ 4'_0„ 2'_6„ 18" 9„ 2'-S' Y_9" 4,_0„ 31_01. 21" 2'-11" 2'-1" 5'-0" 3'-6" 24" " 3'-7" 2'-G" 6'-P' 4'-0" 27, Me, 4,_0" 2,_p, g,_Y, 4y_g„ 30" Y-0'. 4'-8" 1'-7 6'- 5'-0., 33" T-} •, 4'-1d " 2'-31 " 7'-1 5'-8" 38" 1'-3" S'-3" 2'-1 8'-1 8'-0" 42" Y_9„ S,_3„ 2'-7111" g._2", g._g" 48, 1 2,_0„ 8,_0„ 1 2,_2„ g,_2„ 1 7,_0„ 54" 1 2'-3" 1 5'-5" 1 2'-91 „ g,_21 " 1 7_g„ 80" I 2'-TN' 1 5'-0" 1 3'-3" 8'-3" 1 ALTERNATE END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X _ X r CONCRETE TO BE - _ _ _ L F________ _ .W 4000 PSI MINIMUM L_ PLAN _ SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A 8 C D E 12a 4" 2,_0„ 4,_Y, 6,_Y, 2,_0„ 15„ 6" 2,_3„ 31_101, g,_1„ 2,_g„ 181. 9" 2'-3" 3'-1D" 8-1" 3'-0.. 21" 9" 2'-111' 3'-2" B'-1" 3'-6" 24" V. 3'-7" 2'-8" 8'-3" 4'-0" 27, " 4,_0" 2._ gl_11 » 4,_g„ 30„ 1.-0..y_g„ 1,_74. g,_1 5,_0„ 33" 11- 4'-ld 3'-3 B.- 5'-6" 36" 1'-3" 5'-3" 2'-1 „ 8'- " 6'-0" 42" 1'-9" 5'-3" 2'-11" g,_2„ g,_6„ 4B„ 1 2,_0„ 8,_0„ 2,_2„ 8'_2" 7,_0„ 54" 1 2'-3" 5'-5" 2'-11' 8'-4" 7'-6" 60„ 1 2,_g„ 5,_0„ 31_31. 8'_3„ g,_0„ PAY LINE - c .I. B NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON TIE LEFT. F THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DFFE�tENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION FLARED END SECTION �vooT REFERENCE ROAD AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET I of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 O ES-1 �!��a►�� II�C�m �IC1N�� � a iCl DIA. X 6" LG. ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS. TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA B.C. I RISER DIMENSION I.D. O.D. A B C D E 24 30 31 28% 7 11 27 36 44 45 41'/2 13 19 40 48 56 59 54 Z 13 21 53 60 72 73 67 2 17 28 66 72 86 87 80% 23 35 79 84 100 101 93'/4 25 39 92 96 114 115 106'/4 22 38 105 SWM-D-, I LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE T 2" WIDE X /4" THICK STEEL RING BOLTED TO RISER RISER O.D. RISER DIMENSION APPROX. I.D. O.D. A B C D E SEGMENT WT. (LBS.) 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 169 72 86 81 9 23 34 79 42 227 84 100 94 12 25 37 92 49 296 96 114 1 107 12 22 36 105 56 1 341 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 LEIS OR GREATER SHALL HAVE A HINGED, LOCKABLE ACCESS COST OF FURNISHING AND PLACING THE ANTI -VORTEX PLATE IS TO DOOR WITH A MINIMUM 2' X 2' CLEAR OPENING. BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 2. ALL HIGH DENSITY POLYETHYLENE TRASH RACKS 48" IN DIAMETER AND LARGER SHALL HAVE A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' X 2' CLEAR OPENING. SPECIFICATION STORMWATER MANAGEMENT DETAILS TRASH RACK �VD❑T REFERENCE FOR SWIM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 7 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 114.07 OSWM-DR SEE STANDARD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE' FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT L 1 SUFFICIENTLY LOW TO PERMIT PROPER 7 GGRRAADE TMENT BY THEFUSEVOF NMORTAR OOFRAMR TO .:Jv BRICK AS DIRECTED BY THE ENGINEER. FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY THE ENGINEER. ST-1 ' g�A UTAMLILN4'-6•'41Z X WALL IHICIINGS5) SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45' HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES' 1. OUA TITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH AN BRICK MANHOLE CONCRETE MANOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0,785 1,437 5 0.7 0.755 1.699 6 0.9 0.755 1.961 7 1.0 0.785 2.223 8 1.2 0.795 2.485 9 1.4 0.755 2.747 10 1.6 0.755 3.009 11 1.9 0.970 3.455 . 2.5 0970 4.T79 2.8 0.970 4.541 EINCREME:NT 3.1 0.970 4.903 3.4 0.970 4.01.T73 8.032 0.45 -1 0.582 ERENCE IMANHOLE FOR 12" - 48" PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION O M H-1 OBTAIN TRUE OUANTITES. 2. A BASE THICKNESS OF 9" WAS USED N COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. BALL CONCRETE TO BE CLASS Al 7. WHEN SPECIFIED ON PLANS TFE INVERT 6 TO BE SHAPED N ACCORDANCE WITH STANDARD THE COST OF FURNISHINGAND PL PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING BE INCLUDED IN THE BID PRICE FORR THE SE STRUCTURE. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 5 106.01 DI-1 V2 SECTION CAST RON 1/2 SECTION STEEL OTES NOTES LUGS TO BE 1'-31 L 2V2" x 2I2" x V4" _ CAST WITH I 10'-4" LONG L SHOWN ON H OF INLET HGREAO TO RTHAN - COLLAR r P�iAPwTS. OR DEPTH 10'USE STANDARD DI -IA B q _ _ q 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I WILL BE MEASURED FROM THE INVERT OF n CAST GALV, ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE I APPROXIMATE ONLY FOR ESTIMATING n OPTIONAL 88 ± ' WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS I CONNECTORS SHALL DETERMINED BY THE - - 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. = INCLUDING IINCLUDING 3. WHEN SPECIFIEDON THE PLANS THE INVERT IS TO N ACCORDANCE - LUGS CONNECTORS i BE SHAPED WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS 9/ 2'-7 9V' O THE NPR SHAPINGTO BE GAPFIS TTHE INCLUDED ININCIDENTAL BID THE 4'-2" VZ' x 1Vs" x 4' I V2" x 4" STRUCTURE. PLAN Lucs 1L'-1 STUD SHEAR 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) f'�f�ll OUTFA-L PIPE IS HIGHER THAN THE v SEE DETAIL A BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT Tryryry SECTION B-B STANDING OR PONDING OF WATER N THE NT �\ STRUCTURE -THE COST OF FURNISHING L COLLNTAL AR DETAIL 1/." MIN RAISED TOONNLETSSHAPING ISG ALL TTOABE INCLUDED ITERNG IN THE BID PRICE FOR THE STRUCTURE. 2 DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS S. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETALS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A 'Vol IN-PLACE. 2'-8" I 7. *4 X B" SMOOTH DOWELS AT 4'-2" HARDWARE p_3„ SEE DETAIL APPROXIMATELY 12" C-C TO BE CLOTH I� PLACED IN ALL AREAS ADJACENT I Y^-7''Z:L 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT I IM88, M78 dR'SETTLEMENT. IN LIEU OF DOWELS st8 x 8" WIDTH o 0 0 0 0 0 0 0 0 0 \ A 2"X4" NOTCH MAY BE PROVIDED. a A. , ' a SEE STANDARD T-DI-3, 4 FOR _ , SEE MOTEDIAMETER �i °D N ALTERNATE DESIGN. Iy o N • D, COLLAR WEEP HOLE 8. 3" DIAMETER WEEP HOLE W T/}1i_ 12"X12" MESH 2 z2 12" r OR GAALVANIPLASTIC IZZEDSTEEL WIRE MI MUM OR 4" WIRE DIAMETER N4 MESH HARDWAREARECLOTH AN ANCHOREDIIMBER FIRMLY } TO THE OUTSIDE OF THE STRUCTURE. N N iV T7 s A _Jlr- w D' s • m 9. CAST IN PLACE CONCRETE IS BE 'p > > ' CLASS (3000 PSD. PRECAST 11 CONCRETE IS TO BE 4000 PSI. SECTION A -A .21 �KI L. 10. ANY ALTERNATE METHODS OF ANCHORAGE CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL a MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. @" ETE PPE - 1.440 CU. YD. ETE APPROXIMATE WEIGHT 15" j§ETE PPE - 1. 128 CU, TO, CO ETE } �4' CAST IRON 11. DUMP NO WASTE DRAMS TO WATERWAY 18" ETE PPE - L820 CU. YD. C CRETE GRATE 353 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1 24" CONCRETE PIPE - 1.817 CU, YD, CO ETE GRATES. LOCATION OF LETTERING MAY SECTION C-C SECTION D-D VARY BY MANUFACTURER. DDITIIO,NAL FOOT OFEDEPTH• GRATE DETAIL XVDDT SPECIFICATION ROAD AND BRIDGE STANDARDSSTANDARD DROP INLET REFERENCE SHEET 1 OF 1 REVISION DATE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 w (D W z J N WQ L LI z 2 z0 J � Q Ld Z H Z:) O 0 J Lu < J LL ry z Q O w m N J I..L Q I 49 z Lu LMM Z 49 Z LNJ J LLJ J 0DANIELL G J��r'2ER6�wd APPROVED DCH SUBMISSION NO. 7 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C6m4 ENTRANCE INSET 1" = 20': 0 20 40 � vvv vvvv � vvvvvv vvv' vvv \vvv p I r.:... .LL •:•fit ,'r,> .�J.;' .. •. .'. •. .'. 74,I' :- -' ':-:-- :' PROPANE TANK : . 1 Slay I .. Velol Bldg, 11791 r • ' LF•' LANDSCAPE LAYOUT AND MATERIALS PLAN ci) 1" = 20': 0 20 40 MATERIALS LEGEND: PROPOSED ASPHALT (36,499 SF) OPROPOSED CONCRETE (25,473 SF) vvvvvv vvvvvv vvvvv PRESERVED LANDCOVER (2,400SF) ® STREET TREE PLANTING STRIP (5,912 SF) PROPOSED MANAGED TURF (22,292 SF) INTERIOR PLANTING AREA (8,218 SF) EXISTING LANDSCAPING PROPOSED STRUCTURES (11,646 SF) PROPOSED PAVER SIDEWALK (2,008 SF) ® PROPOSED BMP FILTER (1,718 SF) MILL AND OVERLAY AREA (7,458 SF) w 0 Q W z w Q w z 2 z � o' J 0 � � Q LLJ z 0, J Lu �z< O w m N J I 49 z UJI Lu !z V z {ti 'CH Op—ts 0�1>61202> S, DANIEL C. HYER a Lic. No. 45596t ZONAL APPROVED DCH SUBMISSION1 Ni' 7 PROJECI 1903600 T H E W 0 R K O F L I N E + G RAD E C8m0 F� "in'�cv 11 1'uunl, of Allcnlarlr l'onser•aliwa Plun CTaar tlln Tob ylgad on I.andxape Mas .I4n4taw4, Pp 11 hJA4.11 LM7 bw ,<mpkf, ywaiNra[iom� I •Ilan falliINlm dens aAull ty tho-1•al Ih.'vial.: Id Trm to h sa%o1: Id I.mih Nckanng lcutsali d'iNq Mrcn to br s.%aJ 1; b I.ca[.n nJ Ofr.dpulMi\e klwiral; 8 Gade tfenies rtyulnnA Irt wells tt N1dh; 0 Prop.+sed aerr:NnQ or llawwlieg h7end die limn olclrarnQ. 2 Alarkilm: PJ All Irts ro be saved shall to RwM1 Nnh p.sr or nbten at a ImigNi 0 ly nvNo Iv aaTtiPnail aperwkYa 9 h,. 7rw1nE ,lull bcyln n[I.1 IIY IK[ na±LTg ba• tIXn gapc.wd TJ.4fNn\t•I try a co»ly IaSpKlq. !. 7e<{'mstrwcYim Cmfemite: Irt pewnwim»a puree Yim nedWT elullMTiM[%d Nilh lK pit,itnfm li% 4. Eau Mwnt wr.: N mad Slo , ® Hcasy clugarwa. sehcalr vaDlc aW mxast of <warucuon mneruls Iql Wln[ sal dull a:a he prmlilwd w[•in Ik Jn Nircs •±f Irts !ON u\N. !. NOW Fn,akw [rid Ngaawas r Drlawt" tali Id c..h de,we\'hall nq adwmly alfivi Len lobe u%Vd, e. LILT. b f:rr.a,c qt pem.illeJ wr.Lin lUD rt+etenhe kiNinr nrllaa hula use! 7. fynth Mihnah: "J 1,,1[Tikr.l'ia alpll nail begn<d NllHln lrl)reQ nrlh[dnNlrK Or<RC%In IK Y\N. S. hot" LtiFmcinc 0 Tlees lohMalrte Nvhia fO kttNapcop>xd OueJlra, or QradlaQxlivty dill be ,a[eeesed by fcanQ. r3 r e sing Jull to in N a d Jul. to in%Inted nil appm ed M . C u ry In pac4r p,iur to TONS,%q c.l.tirr. 9. Tree Wdb: n W brie )hc p:ue±d Ichl nun Dr ra,wd wilhn IRA dnTline of a Dee to b[ use4 • tme well \Hall he le'mild aM • nwdrxlim algal wt»±ned lo,.rvmu 1. 10- Tnr Wall 15 N'h:nnw(jiu,4ItwIMYAb[I(M<I[J w1INn ltl JdpllM iUK IO teWfe.aUK wall%Wbr lffMnlN;L w elaMlWY.ikrldlla.l ±uhivied for appw%wl. 11. Tr hinr,*dTaukdkm W brie ImrAilr, is ngliatd \Milo Ihr lieu.% nf:IrariaQ, a ,lull k also[ r rae awwy free Ih[ IgMs of Ines L p,wiNc. TumHing urger a;xw tm shall be coasldend as an atcn±zn< sNwn it. anhclpalcd dsal nccnury u-N i ite will d[Vrcy feeder roots a Pn4Mt.ivk.,AR shill to the Ian eons unio•ed during the fieldcleanup IJ. ij,s 0 Ihggtd ben aAW be Ire iI immediately by punrag, fmilittlion of [tlaee nsHhNs rtcarm»deal bt aim speclehn. NOTE: R 15 TH6LO►ER'S RESPONSIBILITY ILA C'ONFIR WITH THE CONTRACTOR ON 7 RfA CENSM'ATIOh / REQI:IREMENTS. a , CONTRACT PURCHASER SICNATIIRE (DA= Stinii Page I of I ( 1 1IVA BIORETENTION ERNST SEEDS- RETENTION BASIN FLOOR MIX -LOW MAINTENANCE PLANTING AREAS: REM NUMBER: E 0-40 SEEDING RATE: 2040 LBS PER ACRE MOCCOMPOSITION: ` 20.0% PANICUM CLANDESTINUM, TIOGA(DEERiONGUE, TIOGA) 15.0%PDA PALUSTRIS (FOWL BLUEGRASS) 20.0% PUCCINELLIA DISTANS,FULTS ALKAUGRASS FULTS 10.0%CAREXVULPINOID PA ECOTYPE FOXSEDO PA ECOTYPE P 18.0%ELYMUSVIRGINICUS,'MADISON(VIRGINIAWILDRYE,'MADISON') 1.0% CAREX SCOPARIA, ECOTYPE (BLUNT BROOM SEDGE, PA ECOTYPE) 15.0% AGROSTIS STOLONIFERA(CREEPING BENTGRASS) 111% JUNCUS EFFUSUS(SOFT RUSH) lf C0VW0NW£ALTH OF ORGN14 MP RTl!£NT OF M1145POW4 01V P/O..- 0200-00-0-03890 TAX AIGtP.• .iZ-\39B I0114f' C1 C01/AI£RC61C UST• leT10T SP/111fQY h a . ii a , it � a i 4 t_ r '.,> A 1 1 1 e I J4, iaS! 6 > .' a 1 a A' .� 4 r . A a a 1., 6 ha a , i i' r .. .." A 4, . A. i' a.. a A i r / I I . l i I � / a� Ti,. ftl Q` c ) ILL MI rr 1 e e > a - - - I r •r- a al LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE ONE (1) LARGE STREET TREE SEMINOLE TRAIL U.S FITE 29 SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF STREET 275 LF STREET FRONTAGE FRONTAGE. ZONING 1/50 X 275 =5.5 LARGE TREES REQUIRED (PER ZONING) 32.7.9.6 SHRUBS ALONG PUBLIC 1/35 X 275 =7.8 LARGE TREES REQUIRED (PER ARB) LANDSCAPING STREETS. WHEN A PARKING 6 LARGE TREES PROVIDED ALONGSTREETS AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE ADJACENT TO PARKING = 59 SHRUBS PROVIDED FROM AN OFFSITE STREET,... SHRUBS SHALL BE IN A •+• INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE SINGLE ROW PLANTED FIVE FEET REQUIREMENT ON CENTER. AIRPORT ROAD U.S RTE 649 LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE 0 STREET FRONTAGE {USABLE) COMPLIES CORRIDOR STREETS SHOULD ARCH. REVIEW INCLUDE THE FOLLOWING: 1/50 X 330 =6.6 LARGE TREES REQUIRED (PER ZONING) 1/36 X 330 =9.4 LARGE TREES REQUIRED (PER ARB) BOARD DESIGN + 9 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 51.703 SF AN AREA AT LEAST F THE PAVEDD O T PERCENT O INTERIOR LANDSCAPING (5%): 2,589 SF REQUIRED PARKING AND VEHICULAR (5.8%) 2,885 SF PROPOSED CIRCULATION AREA SHALL BE ZONING LANDSCAPED WITH TREES OR INTERIOR PLANTING AREA 32.7.9.6 SHRUBS. COMPLIES LANDSCAPING WITHIN A PLANT MATERIALS MAY BE A PARKING LOT LANDSCAPING PARKING AREA MIXTURE OF SHADE TEES AND SHRUBS AND SHALL INCLUDE PROPOSED NUMBER OF PARKING SPACES: 47 ONE (1) LARGE SHADE TREE (1 CANOPY TREE / 10 PARKING SPACES) PER TEN (10) PARKING REQUIRED CANOPY TREES: 5 SPACES. PROPOSED CANOPY TREES: 7 •A• INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT FEATURES THAT MAY HAVE NEGATIVE VISUAL IMPACTS. FEATURES THAT MAY HAVE NO SCREENING REQUIRED. SIMILARLY ZONED COMMERCIAL SITES NEGATIVE VISUAL IMPACTS EXIST ADJACENT TO SITE. INCLUDING, BUT NOT LIMITED TO, ZONING THE FOLLOWING SHALL BE 32.7.9.7RESIDENTIAL SCREENED FROM ADJACENT SITE FEATURES COMPLIES SCREENING AND RURAL AREAS DISTRICTS AND PUBLIC STREETS: EVERGREEN SCREENING PROPOSED ADJACENT TO REFUSE AREA (I) LOADING AREAS; (II) REFUSE AREAS COMMERCIAL AND INDUSTRIAL USES: IF THE SITE IS TO BE ZONING DEVELOPED FOR GROSS SITE AREA 102,514 SF 32.7.9.8 COMMERCIAL OR INDUSTRIAL COMPLIES TREE USES, THE MINIMUM TREE TREE CANOPY COVER REQUIRED (10%X 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 ICY OTY. BOTANICAL NAME COMMON NAME CAL.1 HT. CONT. CANOPY TOTAL SHADETIEE9 GTI 11 GLEDITSULTRIACANTHOSINERMIS THORNESS HONEYLOCUST 31ru-1WIT BIB 541 EACH 5941 NS 8 NYSSASYLVATICA SOURGUMORTUPELO 31WCAL114-16 BIB ill EACH 144 PLO 11 PLATANLS OCCIDENTALS AMERICAN SYCAMORE 3WCAL114.16 B+B 1475EACH 1SM5 SUBTOTAL: 30 TOTAL M14 ORNAMWAITREES CC 11 CERCISCANAOB6B REDBUD 21WCAL.1410 B+B OF 7 CORRALS FLORIDA DOG111000 210GALJ8.1o' B+B SUBTOTAL: 1B DECIDUOUS SHRUBS AIR 135 ARONIAARBUFIFOLIA'BRILLMMLSSIMA' RED CHOKEBERRY 34'HT. 6SPREAD 18 CAN CA 42 CLEIHRAAIHIFOLW SUMHERSWEErCLEMRA 34HTASPREAD #5 CAN SUBTOTAL 177 EVERGREEN TREES AND SHRUBS PLS 26 PRUNUSIAUROCERASUSSCHIPKASISB' COMMON CHBURYIAURS. ir-6 HT. BSPREAD 1110CAN TBR 34 TADISMCCATAIREPANDENS' SPREWNGENGUSITYEW WHT.6SPRE40 SCAN TOE 10 THUJ40CCIDENTALB'EMEWLLO MEER BIERALDGRIENMBOWTAE RWT BIB SUBTOTAL TD ORNA►B:MALWMES PAH 68 PENNISEIIMALDPECUROIDESHPMELM DWARF FOUNTAIN GRASS 1GAL Ow. PVS M PANICUM VIRGANMSHENANDOAH' SHENANDOAH SWITCH GRASS 1 GAL Ow. SSTB 43 SCHVMHYRIUM SOPARIUM LITTLE BLUESTEM ICAL Ow. suBTDTAL ISO a �e W �8 WOz D�O1 U 13 WC7 U�va CID91 H� wiz W"° z `LH� r O . �5 x$ EDrn � � s t" FIE = E IF REVISIONS REV DATE COMMENT teAR n, 1 SM7/2020 COUNTY COMMENTS RY 2 8/28/2020 COUNTY COMMENTS AR RY 3 10/26/2020 COUNTY COMMENTS AR 4 11.23.2020 COUNTY COMMENTS 5 W20.2021 COUNTY COMMENTS AR 6 04.02.2021 COUNTY COMMENTS AR IQ7MBnrou dig ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR IT11,T ��7r rr71 �Lti%�1)� THIS DRAWING IS INTENDED FOR MUNICIPALMoURMENCY REVIMANOAMROVAL. UISNOTINTENDEDASACONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V198402 DRAWN BY: ATR CHECKED BY: RTY DATE: 02/14/20 CAD I.D.: PROJECT; FINAL SITE PLAN FOR PROPOSED DEVELOPMENT ROUTE 29 & AIRPORT ROAD CNARLOrrESVILLE, VA ALBEMARLE COUNTY, VA IBOHLER// 28 BLAC%WELL PARR LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fzc (540)349-0321 GENERAL NOTES: � . 0406�O,Y810 1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. %-2021COUNLSS OTHERWIIS�� 3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS, DESIGN IS TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR SHEET 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 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 OVERHANG. 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 6 FROM THE BACK OF RETAINING WALLS (11' FOR SHADETRES) TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. 87ffiHT NIJbiBL+R: 8. ALL SIZE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE BURGIM THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MIN]3,I ATT Y AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT can 1 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 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. REVISION 6 - 04.02.2021 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, , UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1 A. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED WEED AND DISEASEIPEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH -THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1Y.", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6') ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED INCLUDING ORGANIC MATERIALS BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUTTO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48') HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (6) ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOUTION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40%CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 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 (17t). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (W). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS 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 BETULAVARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERW QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER W' CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT 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 Y." 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 IV) FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT 00 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 r 4" BUILT-UP EARTH SAUCER GREATER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED PREPARED SOIL FOR HARDWOOD MULCH TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4' PART COW MANURE 3 OF WELL -COMPOSTED LEAVES PARTS TOPSOIL OR RECYCLED YARD WASTE TO _ —1 _ - 1 —,"�'• Ate`+y•' .n ;T. .......;. _ _ _ .kr - "�—1I BED AND TILL INTO TOP 8" OF PREPARED SOIL. 111 —I I I I— 11-1 I I 11- I UNDISTURBE I I �llTrt _ _ I 4-6' DEEPER THAN ROOT BALL _ _ _ SUBGRADE = I I—� I I I I- I - REMOVE THE TWINE E SKE ANY AND ALL A FE DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUN BACK INTO PLANTING HOLE BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL DO NOT STAKE - OR WRAP TRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX:_ 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4' OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6' OF PREPARED SOIL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE NOT TO SCALE �4,4 a ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED ,IIN/{y� TO BY PROJECT LANDSCAPE ARCHITECT n FOLD BURLAP AWAY FROM TOP OF ROOT BALL c a SET ROOT BALL FLUSH TO GRADE e OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. r 4" BUILT-UP EARTH SAUCER 3"THICK LAYER OF DARK SHREDDED HARDWOOD MULCH W DOUBLE BEFORE PLANTING ADD 3 TO 4' OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED III— �,":•.''�;'<=' *, 11-1 � I —I � � PREPARED SOIL. I — - 4-6' DEEPER THAN ROOT BALL REMOVE THE TOP 113 OF THE WIRE BASKET IF ' III —III— I— PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 8.12" REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL INCORPORATE 2" OF PEAT INTO W OF PLANTING MIXTURE, AS SPECIFIED W THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MUCH FINISHED MINIMUM 6' D= PROPOSED ON CENTER (O.0 J SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING NOT TO SCALE FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER W THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. TYPICAL PERENNIAL AND GROUND COVER PLANTING NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE 1/2" DIA. 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 213 TREE HT: 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE r! 12" L� TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 7 -ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE iTREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT -SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. -T THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH -4' BUILT-UP EARTH SAUCER -BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. -REMOVE THE TOP 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/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1.000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 86% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF BOLBS 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 RATE OF 250LBS PER ACRE (5.BLBSA000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FORALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND SUBSOIL AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIALIGROUND COVER PLANTING DETAIL NOT TO SCALE W J 3z ca °z 012 F zwU wTy�U�Ua ziS Way �U(�W(.�O0 � Tnr ¢ CZd rn a oa A U Hn fl rn n cop a a WU M GO REVISIONS REV DATE COMMENT Dxrel®er 1 8/17/2020 COUNTY COMMENTS AR RY 2 8/28/2020 COUNTY COMMENTS AR RY 3 10/28/2020 COUNTY COMMENTS AR 4 11.23.2020 COUNTY COMMENTS AR 5 01.20. O221 COUNTY COMMENTS AR 6 04.02.2021 COUNTY COMMENTS AR 0 Know wnalt below. Call Defoe you dig ALWAYS CALL 811 It's fast. It's free. Its the few. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL IT IS NOT INTENDED AS ACONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V198402 DRAWN BY: ATR CHECKED BY: RTY DATE: 02/14/20 CAD I.D.: PROJECT FINAL SITE PLAN FOR 64 ROUTE 29 & AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA BOHLERI 26IS1AUHW hLL FAkUL LAN11, JUl Lh LUl WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@,BohlerEng.com 04-16-2021 SHEET TITLE: 10 LANDSCAPE DETAILS SHEET NUMBER: C8.2 REVISION 6 - 04.02.2021 Do Do eo Do 60 oa oo an an aD 10 ]D ]o oD 00 ho ao Oa ba 00 oA oA oA oo to Do a< o: Dc o: oC oD I Do Do 00 Da Do co nl :l •.t :o :o .0 no no oa Da Da 00 Da 00 ]0 1D ]o :0 :0 00 00 00 60 of 00 00 00 00 oA oA 00 00 a an aD 00 0n a OD 00 00 00 00 Oo D, 01 .I :1 :1 :0 :D :D 0: 0: 0: 0: 0: 0[ 0: 00 00 DO 00 DO 00 00 20 :0 :0 :0 :0 DD 00 as ao Of 0f a0 00 00 OA oA 00 DO 00 OC 00 00 00 JD JO OD 00 00 00 OI 0' 091 ., .- ., ;I DO DJ :D 0: 0: 0: 0: J: 0: OD :0 •:0 :4 :0 :D :0 30 00 03 OC 00 00 DO Do 0A 00 Do 00 00 00 00 0o 04 OD 00 10 00 00 00 DO Da 00 00 :D :0 :I :I :I Ol •]. •]: •], 01 Dl of DO Oo 0! ]: oC I I :D :D :D :D to :o :0 0: al Oc 0f 00 0D 00 of 00 0o ao 00 00 0o Oo ao ao 00 'I4 OD 00 00 oa 00 00 oa :0 :I CI C1 n :) [. Jt l) I J) -0, ' Ot DD Da Do Da o0 00 00 :0 i0 :-0 [0 CO [0 CO D: 0: 0: DO 00 00 Ito0.a 00 00 0.0 0.0 0.0 OD 00 00 OD CD :0 00 00 00 0: 60 OC 0: LO E, CJ [: I LS :e IJ ,5 1: OA�i: C2 00 00 01 Oa DJ D3 00 0 red leonard associates 1340 Kemper Meadow Dr. I Cincinnati, OH 452401513-574-9500 www.redleonard.com •ro C0 c0 e0 n0 00 oc aG an 0o 0D 00 bo bo 00 0.0 b9 00 00 00 00 00 eo ly/ :e 23 ID as F •a2 as D0 00 0.0 DO 00 oe ILLUMINATION LEVELS ARE THE RESULT OF REQUESTS BY OTHERS co Lo :o nc De D: o: OD o: a: C1 D1 [ • [: D. De I I I RED LEONARD ASSOCIATES IS NOT RESPONSIBLE ' FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING 00 DO CO 00 DO 00 00 OP a JD 00 00 00 60 00 y 00 00 00 00 00 00 Do bo 40 C0 CA Ol a, 0, at Ol 01 a, 0' 01 U: 03 U5 "".� 0 13 1f 16 23 2! 00 0;:, 03 01 01 0: b: OC 01 AND DOES NOT RECOMMEND THESE LEVELS FOR 7 1 ! 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Oa 04 03 03 Da I1 Is 22 24 Is is of 04 03 02 al 04 06 it iA it ie 4.1 :Ir1 t0 DD i0 00 i0 0: 0: 0: 0: 0: OC 0: -02 - - •ol DO 00 Da 00 o• .02 03 a6 bs a! 44 T. :J 01 n4 0] 0l D: D: 11 0: t^. r: a4 :• C1 Y: a: a: 0: aI a: a: 6.3 05 0f oo 01 0) oM DO :0 00 LO n0 a: 0: o: a: 0: 0C a: .ol�b2 -Zi- O4 4 = 02��1 TT- 02-�b2 �- D.^.. ^ � '. r :��1♦ �t �i4T� o� �- , - )^..> � !• - •• �'o. �=) �• :D 10 , I 0) 03 02 02 02 [2 L2 02 L, [' :'?_. 01 al 01 02 02 a: at a1`- D' 11 .I :1 :1 Da 01 03 01 03 D) 0, Co C0 C0 00 CD C0 a: aC 0C a'v I OC 90 N LEVELS ARE THE RESULT OF REQUESTS BY OTHI 01 02 02 a, 0, O, of DI 01 C1 0• 0• D' a1 0, a1 01 a1 bT 4l its 0• 01 01 01 0' a1 4..1 :, el e, o, Ol 00 OC 0C OI 0: OC 00 00 D0 DO 00 D0 00 'ONARD ASSOCIATES IS NOT RESPONSIBLE Llo 3DENTS CAUSED BY INSUFFICIENT LIGHTING :0 O D o, al o, o, 01 0, o, of DI DI 0, 00 00 STAW: RQWTE 449 (AIRRORT RD) 61 a0 a0 61 b, al a, a1 al al a1 a1 be of of _ ae oo a a: 00 00 00 0) Ca 04 DO OES NOT RECOMMEND THESE LEVELS FOR DPW2p* �F7. wi w3 _ SECURITY AND SAFETYREAS0 Do oD o, at at oo a0 00 00 00 00 DO 00 as 00 00 as an aD 49 if be u Do be 6e ao in be ao to be a0 do be be 40 00 3D 3D 0a 00 Da 00 03 Do Do CO OD DD so 40 DA Do 00 a0 60 ao 00 00 b.0 00 00 0.O Do DO DO aD OD OD bD bus be b0 as be be be be be be bA be bA be be ba be be be OD :0 CD 0.0 00 Ol OJ OJ 0: 0: 00 00 DO DA 00 00 on OD 00 OD OD 0D 00 00 00 00 00 00 00 00 OD o0 00 OD OD OD if Of 00 be 00 00 00 0.0 OD 0.0 D9 0-0 09 DD fD fD f0 00 00 00 DO 00 0: a: 0: a: a: DA DO 00 0o 00 00 DO aD 00 10 30 00 :D a0 00 00 00 00 00 00 00 00 DD 0A OA 0A be be 60 60 60 be 00 0A ad aA aY aA bA 60 00 00 so 00 OD OD 40 Ds 0: 0: 0: 0: 0: 00 00 DO 00 0.0 00 00 00 OD 00 90 0o 00 00 00 0: D: 1. a: 0: :0 DO 00 00 OA OA it bD 68 be to 40 to a0 be 110 a0 b0 b0 OD EO :0 :0 00 00 00 00 e4 a: a: 0: 0C ): 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 3ODD KELVIN. REVISE LUMINAIRE SCHEDULE REVISED PER UPDATED SITE PLAN MARKUP AND PLAN REVIEW COMMENTS LUMINAIRE LUM NO. LOCATION LABEL MTG. HT. TILT 1-8 A 17.05 5 9-16 A 18.73 5 17 - 28 B 11.33 0 29 - 45 C 3 0 46 D 9.33 0 47.48 D 12 0 49,50 D 9.33 0 51 - 53 D 12 0 54.55 E 12 0 56,57 E 10 0 58.59 E 12 0 60 F 1 165 61.62 G 20 0 63 H 20 0 64 J 20 0 65 - 73 K 20 0 74 L 20 0 75 M 20 0 NOTE: - ALL AREA LIGHTS ON NEW 17 FT. POLE MOUNTED ON 3 FT. CONCRETE BASE NOTE REQUIRED BY ARCITECTURAL REVIEW BOARD - EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EXCEEDS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUT-OFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS OF ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. FOOTCANDLE LEVELS CALCULATED AT - LABEL AVG MAX MIN AVG/MIN MAX/MIN RIGHT OF WAY LINES 0.14 0.4 0.0 N.A. N.A. SITE PAVED AREA 3.75 19.0 0.2 18.75 95.00 UNDEFINED 0.25 7.5 0.0 N-A. N.A. UNDER CANOPY 19.47 ' 28 11 1.77 2.55 ILLUMINATION LEVELS ARE THE RESULT OF REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES OWNER/OWNER'S REPRESENTATIVE TO ADJUST DRIVE CURRENT ON FIXTURES A, L, & 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 WATTSILUMINAIRE 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-U0-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-U0-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 B6 86 CREE, INC. OSQ-AABZ wIPGM-1 + OSQ-A-NM-1 SD-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 B5.67 171.34 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ 1 J 2 uQ 90 DEGREES 10229 20458 1.000 1.000 1.030 B2-UO-G2 85.67 171.34 CREE, INC. OSQ-DABZ + OS0-A-NM4ME-B-30K-UL-BZ 9 K SINGLE 8251 8251 1.000 1.000 1.030 B1.U0-G2 B6 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-U0-G2 45 45 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-8Z-Q2 w_OSQ-BLSMF ® 1 M SINGLE 1 8251 1 8251 0.720 1.000 1.030 B1-U0-G2 62 62 CREE, INC. OSQ-DABZ + OSQ-A-NM-4ME-B-30K-UL-BZ-Q4 w OSQ-BLSMF w Q U W z J F_ W Q W z z 0 J � I- z 70 J LLI �z< O '� LLI 0- m N J Of Q i 43 z Lu v, fzn V z {L TH OF� O711612021 DAMEL C. HYER l ic. No. 45596. /OVAL• B� APPROVED DCH SUBMISSION NO. 7 TA90Mf IaMDMS A10f1A6W IFF4ASm THAT 111y 91)DO4AM,NYCWTINERROM :aMp WRIT SGW4D110 COFWQ T UI*$ AMTMWDiDT2MY. ALLRROCt3CT. OFANCE AtD OORPpq,3TF 111AE8 AM THE RROOERTV Df TI,fM IE89EC1Nf M«HILJIfS'fAOP[RryaRfOlspawASicwtuDc $1.'IIIE' LAYOUT BY OwO.E.OI N-WL SHEETZ PROJECT 1903600 IOOIIIOM. 11E 111E a TI,R HOORAH TOMO M UYOVTOFUO,1TMA CSt tT4MtERft O1NMIt 0Has NTdOtflTOImoTLTIE REf9045"M OF 114 afn TO YERDY THE MM USE 0f THESE 000.YDMf M IWONA THE OWAD400WEM Of IAYSE ALEC%k4D of MIND LEWWD•VDDPATE& INC. 4 STOWILY MWMWtLD. ELWMATIOII RSiµIS y4DAtT M THIS LIPIDAO M4A)CAT)O4 ARE OWID 1• se 30' DAR ALBEMARLE, VA T H E W 0 R K O F OON)LEtF)Ess Of MW 91L C01NTERW 004) THAT 1110 LAYO,R CAN, m OI LINM maN f{AL ACOWM110<NItN All 10C .STATRQA OM 01110 CT M4fAeE1fJE PADYEEO W THE MAIAiIICTNER LOVED. uOfD NCO4A T%511 lltill L3RMV6 TOsrfRoceDLRsa COIOLCIOD LR4xn LASENITdxY00M1TOMs ACl1DL NTO1OCf OtlODIdISOA[IWfifR311 DWO SCE D DATE ?JI&20 UMAvrn(; .'„rABLM L I N E + G RA D E 6EDfRlA 6TA"f, REONATID,q OR 011ER RlltlTpl[pDM6.011 t4E IeOlSsmWlTp TlE1lN T.Esf IHlNAErfAB WYAfEEClf0:10ITESNre n4CU TOUW* IT21f1•GtQal2Id1,A:IV1fq oalDt2)T4c[THm uTrluwTwe RI _RRQ1 _.R%1 _Rd sIf1111•11(L ONOtV, ORONt12ATO40R CMROI OfCT111d1 UOUTNO. DRe1EROY CO01 REOIDOSU LLMMMIES MD"To 100LCATIOM. C900 to 40 �2/ 117 19.8 15 1 12,1 0.63 0.078 0 Illuminance (Fc) 111, • 4VI a " wm OF, 5&b60000 't M PRODUCT LABEL DESCRIPTION _ 16 A CAN-228-PS-RM-06-E-UL-WH-700-30K (SET TO SWITCH POSITION 3 IN FIELD) 228 SeriesTN LED Recessed Canopy Luminalre Ignition Dow rlidon Slim Ws, ook mount' from Isms, or seen the deck Wmimme Odes ere ed not Cook. ate designed Me aWninum MCImeC Pe m,ONI metlmtle ooWNwm MmabMnpeNXalbrnpro N...We ft..i Wadi dimN 6s.firw d.[e YM uaueam rAsn'a rnm ranch, ..Wed Y PY P P rage. .Wmn( aM1 n rg idadaim4M loam analmk 'b,bra M Xt m w :n m e M a aver 9 P ry %N 9 1m^ rtlg A01T Muni (406m9antlmoo Adesk9Yi ed emuwin;of16mdauge akimmrepia ylim 121t05mml F 16" INdmmlMmwneb. Deagmd IOrmnww d 1642 aupv Imadmum a.WS Anti m.patee bo goon'[ NW Powleum eWWr, corcnnince era aliasHM1ry Nnband mteunnb,rdailaM gmmYv F-IM WtnSlunmury adwNNmnppat•NudatF iaa,ab% Aaemb d In the USA Of U.S. end I"MMpam (61anaYw mCw Der: MK Ir/- and, e, S7 W K Id- Nm s4nmN IwYalnlalwy/e IOM wrmdrb<NwwteanMelwYws W waraaaaa u.rrm.x xAcntlL6a.rva-m Lm X�A.LmT9eoww-w Lim -Ymwihla-b:C. rwme.Xhld'ImmNmaan nihbs,mniA Ir LUrnndaaromer.lr.lr ,Imnau1aW WNiMewmb n V-woEENrd-aaima><m:v.lmdm. p:wnmm.W mw- I..clepan..m:rmumv eon .:Jny:v:.sw:e.girN Ordering I i than Eamle: VN-9 ol-C....-W Cad PRODUCT QTY LABEL DESCRIPTION Ej_==_ IIIIIIIt 8 C PWY-EDG-3M-P3-02-E-UL-BZ-350-30K Cree EdgeTM Series LED PbthWay LUlr mange Product Descripbon Curable di-st aWminum Wmiaire Mealn m mdi and' 101mm diem¢Yr in faded1 g sin ,erHy pole Inernt Wing• mvunan mNwnlmmaa rce.Pommvnn4mlu rd".Oa,T"To 9 PPan 99 in4mlwneewM ad iW.['m.Toam,vrhdU EDitl-1/4-M1mkl mi smarmo:TNTon 9 bl P socket Nina mrnaaiWallwm.Ta mwmM am.mr,a n W elm. . m 2a' 'Pro eo and q v w Indent m ue mMmL AppliFednll¢Lnnd4aPo.waX[+mWand 9enenlnily liAMin9 Pwfar mSmmmsry rdnwa NwdMn• NMae 1NYeLp AaemelM In me USA d U.S aN I mpNM pens A elearMR con mm I./.=4 IMGK IN- Lane mN.la I U mmovN of n ON%om wM.hat etYrntWa�f W AccmmDrlm '. wYaar• ml uwr r l[Yennm meSYn eeuNNAebwneYeMnalr'11Wm6 m-mnRN TaaeNNx xwmmr xAmwrez IPtwY'OWe Mai i w LrtgM N1N blow , he Lnmmv: tlp®,.:i re Urr:ss, b� q5 �gpgM na nr ae w. 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Wwd wdh141WbftnmbJdhem • i n bi fmmDlWdmlg'd.g mantlANtldatrn N esmbWlmm O-1N'In 11'ds mirnmm hunnbn mourn a cam menace wile IIIYd-boa or1211n' er2N-belt • Intlutlesi8`a60mm 18N ortdl5mN caning ale Wmimim Wmen Doane wlM R amm11aV7m iMmrtl la pmAtlM Don,r ••• idn, uqW4[ad nao9d..-dartdbin 'and os ENOWCeWriaD.It Seasonerdofmoh E msm wtAaneura-du.mepNertamntpdin@mtmmnwo andwfirammaih athrmibn.SAwn bmna, hand, ml/I 0SD-13AID7 mx 11S1Xg11056-B-M: ALL W,(IR.91sk 05p-M-T9P.62 W.119.1kg1; O50-TM.3261M Ittekgl ¢87RICALSya1@I . InprwalY larzrroer347-aNv.Sadgw. clan 1 drivers • POW[brr a0.9Y Wnlrtl • Td•1 wrm.drolerurr. MatmumM • When • seadoCotonou tao ine 9 dwo apm6blewellluene Griamwm DJGbmhrnoW nuumnaedressinrvzhwmnl • Camdtbd lln-luminsimh IngWmqulred • o loaM%O-Imeimmingwpdmbs.una l.bdmMre • Ra1FmDlmmirgapF shoal Wrda4iW • NndmunlWSwmClrmda l.OmA DErNAIry a W LWRNN rI W FlCAINm • cows umee • wi4Mamrwdluculiore • EaWma MMIPN pNIEC 60529wM1en eNerN MlydRapdr • Comr nMr9•brCE CenifiM plMucts • Lenllktlla AN51 L136]I-Lm1,3GbH6peaManlpessNYefioniten- deNaman AA, DA T M,ant TSP mounts • ANNC116210wauma pm4d'on Taabdinamrdanwwlh lEEE/AN$I C62{12 • MnbFLL Par115 SunpenB Linn Abm mmrcoMUNdend rMnlM eressame, • Wm rlreantlfintsn rtlumn[e lesmtl lewlmsmntl 5,000 run el dmlN,asnot neednern .mINNAnM nASTM S4Mam B1Tl • Meeb BUYAmen[an requlnmenlewlM1ln YERA • DUane DWPnmiumywUfiednniansm!WWe Mm7ACRl.Some are ptlaa eppr. none refer m caps//asrxeezlpnup nm.arylswmN Wrmmmmm imalmnWn • ROHSompWd.Cmnultbdombndd6..Ld b • WrXS4FnendW.IMAppnwtlM nomoW.MWRCCTanddimt ertreaperoeaa m rA man. Plane rel•rin mmadh- _aanrlrl. amourIfifor 1.MinndlinMino-br-ineualrvrtinnfiaa-nmduam/Wr mwt rNnl lMemldlan .uXmrMs9wxlNoI WEnd uaaWm- r:l BmDl2z6-NDn west aLLIN�9�®NWI47Y1A4 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 ADOPTION, 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 ANO THEIR APPLICATION. CREE- LIGHTING. � iff boulder NB�e�D2S2 INDEPENDENT TESTING LABORATORRIEES,,INC. THE LIGHTCENTEROFTHE INWSD2YSINCE lm 4066 CAMELOT CIRCLE, LONGMONT, CO 80504 USA PHONE: (303) 442-1255 • FAX: (970) 5353114 • E-MAIL: iB@Mboukler.com • WEBSITE: wwW.itlboulder.com REPORT NUMBER: ITL86237 PAGE: 1 OF 7 ISSUE DATE: 12/29/15 PREPARED FOR: B-K LIGHTING, INC. CATALOG NUMBER: MN-LED-e69-FL-12-42, SN-MN-LED-e69-FL-12, ST-MN-LED-e69-FL-12, SF-MN-LED-e69-FL-12, TF-MN-LED-e69-FL-12, Rh i-LED-e69-FL-12, PM-MN-LED-e69-FL-12, WM-MN-LED-e69-FL-12, SM-MN-LED-e69-FL-12, CH-LED-e69-FL-12 LUMINAIRE: MACHINED CYLINDRICAL METAL HOUSING, 1 BLACK CIRCUIT BOARD WITH 3 LEDS, PmmtlSpaeililaliam ONE CLEAR PRISMATIC PLASTIC LENS WITH ONE COMICAL OPTIC PER LSD WITH SEMI -HEMISPHERICAL RECESSED CENTER TOWARD LED, CLEAR MICRO -PRISMATIC FLAT aNApsE•SINLI9MNNDELurTetONmr GLASS LENS IN MACHINED CYLINDRICAL BLACK PAINTED METAL LENS FRAME. LENS PRISMS The .Sim 1 NAP btWMpk. hi hi moukrwmnrxdatlli hdn niALIn Snap p y$ p 9 Y 9 9 amormnitorm, and tend aito dnigght purrses,1wnAmmYylMe OUT. LUMINAIRE AIMED AT THE HORIZON FOR THIS TEST. mmand ro andau nAu to numm tlu purposes, TM tterfam o Pma*r 9 PIN¢ P P 9atmry ate LAMP T[•II28E WHITE LIGHT EMITTING DIODES LSDB AIMED AT THE HORIZON. a Nrwomph-ctself-xaalinMPCITIN.TMMiM1abraxr-bass intedate and 3' Cr ( 7 mapn amain heed 4b amnce Tee Series to man fomwe. e-m INPUT ELECTRICAL: 12.0 VOLTS 6.68 WATTS,0.617 AMPS ma9te cpnvollnrlss4N azlmlmlbaosps.n..maLOnnv p:,mlmer. q�ala.D.l LED DRIVER: B-K LIGHTING 524438/400188-L p I Come -ma rodudlr mtl¢e rn uanmana a ostler ll MeN awm C. rnal6m rsra � p s P NOTE: DATA SHOWN I8 ABSOLUTE FOR THE SAMPLE PROVIDED AT RATED INPUT VOLTAGE (12VAC, I ipep.- Myer Syarn. 120MNe awcaremW I= 2m m m 9(% ITV e so an or ba ba pa ... Y in Ln ra nY pN Pa ON P aY ra da a.ro We W 60HR) TO THE DRIVER. TEST PROCEDURE: IESNA LM-79-08 TEST DISTANCE ON 20.0 FEET AXIAL CLEPOWER FLOODLIGHT CHARACTERISTICS DDR 320RIZ. DIED VBRT. IES TYPE 4H X 4V MAXIMUM CANDLEPOWER 1469. AT 0.0 Hr 0.0 V 90.0 a. 90.0 D. HORIZONTAL BEAM ANGLE (50t) VERTICAL BEAM ANGLE (504) 28.5 deg 28 5 d 85.0 75.0 0. 2. B0 755..0 0. 2. •wwrmaaepTmbmwgamnawbJ-Iwo. e.axbw. NLmwrNaN e9 65.0 S. 65.0 9. =.lru mwur.r HORIZONTAL FIELD ANGLE (10111) 56.3 deg 55.0 10. Ss.O 10. VERTICAL FIELD ANGLE (104) 55 7 de 47.5 18. 47.5 1B, 00YIwAreYlA�lr1/1�1 W lee• aNM 5aRM 711 IWKM MAlnt Dos Wwrttl wpYW WE9MaLL%W �WaR ME WF LINE WE LMF e IXnww I.w lane to V P M ¢ FT41'Fl Ymmae I. .0 w 'Na. IR are 4 in Is, tr a.N ar r•d -in ma= Lm let IV top 1" are JbneWk tan IN ran gage amen w'Fl oernmr, In Ian tN Ian as, a•C MaaWk for aW as, a" am N•n }rams[ Ian 14, IN U."aN ae 4raledk Lm raw m ar m•Fl m gmant tan an hn o.D.r r on, BEAM LUMENS (a FIXTURE) 203. (42.2 f ) 42.5 28. 92.5 2B. FIELD LUMENS (4 FIXTURE) 390. ( 81.0 4 ) 37.5 46. 37.s 47. TOTAL LUMENS (i FIXTURE) 481. (100.0 R ) 33.0 79. 33 33.0 79. EFFICACY as 72.0 lm/W 29.0 25.5 129. 203. 0 25.5 13]. 204. 22.5 294. 22.5 305. 19.5 420. 19.5 439. 17.0 SSE. 17.0 567. I5.0 683. 15.0 705. 13.0 $21. 13.0 843. 11.0 967. 11.0 986. 9.0 1110. 9.0 1142. 7.0 1240. 7.0 5.0 1353. 5.0 1365. 3.0 1427. 3.0 1432. 1.0 1465. 1.0 1464. 0.0 1469. 0.0 1469. •I:rnm..ln:..om..a•tlTrn.,...wan,zimT Irw:,F,lmem.a.lm r lliriimm�nnn w rwm<.uw,.e wy,..� pp� -1.0 -3.0 14". 1427. -1.0 -3.0 1463. 1425, mrvm.mm,..e.mn-.....Y �_ nla.Iw.wa -5.0 1353. -5.0 1345. TNul.mmma•„nmeT.n mmx:.aamawamm•ra -7.0 1240. -7.0 1234. m.0 .. .m,.a..iawnP,m.ford:c..umin.t.,..aa•e.uonaaerwtm. -9.0 1110. -9.0 1101. AaeaNriNm -11.0 967. -11.0 958. almarr WdNkkN a WNMmeWmY rllYlro ..MF XASEIEAII WLNCPm➢sPK -amtb=Iw=pin-Foruu=®I:n a5a-BISMN irsanmMa.nWW -R'vrM orre pea...Aunuts l po rnm row AN1remwk wwm NlawuwWerdl�r TMmieY1 mO1Tmlar mir n -e- nmr sslWgdx - aasY h, mdrn plLl Amy eq -RglnlrWr.Y61 CI W19An -Deagnei l.rinem eNamllm ansswramwx Ybmrlwmb.W -Iniae.�w.P°"cetlLadWl;m era rr4 cam mWn rusel;dou arrourep s aapmlre alwmlmae. P nwnuLTa'mmWlawre Wal Walnman - : emam =,m=m. aprnm as mwwn rcP.PHrmo - m.,TCdl..m emam Nlr-NIT.eu4 - y: mawm mina. aomu pm areal CREE= LIGHTINAC 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 -13.0 11 -13.0 786. -15.0 682. -15.0 642. -17.0 558. -17.0 121. -19.5 420. -19.5 389. -22.5 2%. -22.5 269. -25.5 203. -25.5 184. -29.0 129. -29.0 117. -33.0 79. -33.0 7D. -37.5 46. -37.5 43. -42.5 28. -42.5 29. -47.5 18. -47.5 22. Checked .......R.IiYRE............___ -55.0 10. -55.0 15. -65.0 S. -65.0 7. Approved .......R.BEATTZE..__.. -75.0 2. -75.0 2. ugmnp EreinaW -es.a 0. -es.o D. -90.0 0. -90.0 0. ALL CANDELA AND LUMEN VALUES IN THIS REPORT ARE BASED ON ABSOLUTE PHOTOMETRY. THIS REPORT IS BASED ON PUBLISHED INDUSTRY PROCEDURES. FIELD PERFORMANCE MAY DIFFER FROM LABORATORY PERFORMANCE. LUMINAIRE "B" SHEETZ AIRPORT RD & SEMINOLE TRAIL AL_BEMARLE, VA R L-6591-S1-R2 W z J N wQ W z 2 z� J � W Z O o or_ L/J JLU N II- << QALL( Z O LU n m rr J 0z Q J I- W LIJ I..L e< 5z_ L D J 00100-9 tom• DANIEL C. HYER Y LIC. No. 45596, ZONAL APPROVED DCH SUBMISSION NO. 7 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C9m2 E ID, U V 34 Cl 34'-0 T P( 21'-8 0 9 N 9'-2Y2" 10D, OUTLINE AREA = 21.65 SQ.FT. OPAQUE` BOX AREA = 25.94 SQ.FT. TYPICAL OF 3 EXTERNALLY ILLUMINATED WALL MOUNTED "SHEETZ" BUILDING SIGN 1l2" = 1-0" Sign applications are required for all signs. Approval of these plans does not include the approval of any signs shown on this plan. HPO�QI NOTE: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated ARB approval conditions The Albemarle County Architectural Review Board reviewed the above noted item at its meeting on Monday, March 1, 2021. The Board unanimously approved the request related to the architectural design of the store building, pending staff administrative approval of the following conditions: 1Q. Eliminate the stone above the base at the southwest corner. Lower the cornice height to match the main wall height. Q2 Eliminate the stone above the base on the west elevation. Lower the cornice height to match the main wall height the south -facing elevation of the southwest corner to compose the service door, awning, grease storage, and glazed opening to relate to each other with a coordinated appearance. The use of a single Mapes canopy may be appropriate. TOP OF WALL CA�HIGHI I1 22'-8'\,W TOE-QF WALL OALLLQM 21'-8 aw 0" FLQ 0'-Q� ARB-2020-108 Proposed Sheetz Seminole Trail & Airport Road TYPICAL EXTERIOR ELEVATION NOTES: • ALL LIGHTS SHOWN ABOVE AND/OR BELOW DOORS OR WINDOWS ARE TO BE CENTERED ON THE DOOR OR WINDOW UNLESS NOTED OTHERWISE. =34Yfl=1:4di CIL-] d0I61ci401LATll\1 r/y'7t-Yd0=h0]:IXr3mlZY1m�:]grl=14i57zi-1,i1:141-707,,14 EXTERIOR ELEVATION KEYNOTES: O BRICK VENEER (01S 680 MOD BY CONTINENTAL BRICK CO.) OCAST STONE SILL (COLOR = CRAB ORCHARD) OANCHORED CAST STONE MASONRY VENEER (COLOR = CRAB ORCHARD) OEXTERIOR LIGHT FIXTURE, SEE ELEC DWGS O ARCHITECTURAL CANOPY(COLOR= REGAL RED, PREMIUM TWO -COAT KYNAR FINISH) OBRICK PAVER WALKWAY O NOT USED - BRICK VENEER WALL DESIGN FEATURE (013 680 MOD BY CONTINENTAL BRICK CO.) O METAL COPING (COLOR = DARK BRONZE) O WALL MOUNTED BUILDING SIGN, INTERNALLY ILLUMINATED. SEE SHEET A200. 10 STANDING SEAM METAL ROOF (COLOR =CARDINAL RED) 1 ROOF EQUIPMENT SCREEN (COLOR = DARK BRONZE) 12 GUTTER (COLOR = RED) 13 DOWNSPOUT (COLOR = DARK BRONZE) 14 DRIVE THRU WINDOW 15 NON -ILLUMINATED SHED STYLE AWNING AND FRAME ASSEMBLY (COLOR=CARDINAL RED, FRAME PAINTED DARK BRONZE) 16 BRICK SOLDIER COURSE (O/S 680 MOD BY CONTINENTAL BRICK CO.) 17 BRICK ROWLOCK COURSE (0/8 650 MOD BY CONTINENTAL BRICK CO.) 18 CONTROL JOINT (COLOR = RUSTIC BRICK) 19 STEEL ROOF LADDER AND CRANKY POST (COLOR = DARK BRONZE) 20 STANDARD THROUGH WALL SCUPPER W/ CONDUCTOR HEAD & DOWNSPOUT (COLOR = DARK BRONZE) 21 OVERFLOW SCUPPER O ALUMINUM STOREFRONT SYSTEM 23 EXTERIOR HOSE BIB 24 NOT USED 25 ELECTRICAL RECEPTACLE (REFER TO ELECTRICAL DRAWINGS) OELECTRICAL EQUIPMENT(REFER TO ELECTRICAL DRAWINGS) 27 HM DOOR AND FRAME 28 EMERGENCY WATER CONNECTION 29 SEAMLESS ALUM. PANEL SYSTEM W/ EXPOSED FASTENERS - COLOR: DARK BRONZE OSTORE EQUIPMENT 31 MASONRY COINING Convenience Architecture and Design P.C. 351 Sheetz Way, Claysburg, PA 16625 phone (814)239-6013 email tcolumbu@sheetz.com web site www.sheatz.com E PROJECT NAME: NEW SHEETZ STORE ALBEMARLE COUNTY Intersection of State Route 29 and Airport Road Albemarle County, VA OWNER: SHEETZ, INC. 5700 SIXTH AVE. ALTOONA, PA 16602 CONSULTANT PROFESSIONAL KEYPLAN /./ Z O L a it U LU W LU PROJECT NO: 172556 AUTHOR BY: LDW, DTK REVIEW BY: TMC, RH EXTERIOR ELEVATIONS A200 W 49 Z LU LU Z t9 Z Uj W z J 0 z N O LILI LLJ Z Q U) J > J C) a I• LJ a LU Z J Oho Q LU ZD of Or'� m LL1 l••� J Q 2 Q U r., Fn 0711612021 r'21 DANIEL C. HYER I Ic. No. 45596. ZONAL B� APPROVED DCH SUBMISSION NO. 7 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E AlmO E E T P UPQLA �,=0. QIWA,LC �,-8. IT C 7 44L LLSnP14 21'� 3/4" A REAR ELEVATION 114" = 1'-O" COUNTERFLASHING rJ CUPOLA FROM ROOF 1/4" = V-0" FLASHING & COUNTERFLASHING SPLASHBLOCK TYP 6 CUPOLA FROM ROOF 1/4" = T-W HP CUPOLA n 32'-S" —-TQPQF_ML 1, CAP 21A6 3/4" f all mechanical equipment from Ice Corridor shall be eliminated L CAP LLO 21' - S 3/4 JP OF SLAB n 0'-0. ARB awroval conditions The Albemarle County Architectural Review Board reviewed the above noted item at its meeting on Monday, March 1, 2021. The Board unanimously approved the request related to the architectural design of the store building, pending staff administrative approval of the following conditions: l Eliminate the stone above the base at the southwest corner. Lower the cornice height to match the main wall height. A2. Eliminate the stone above the base on the west elevation. Lower the cornice height to match the main wall height. Q3. Revise the south -facing elevation of the southwest corner to compose the service door, awning, grease storage, and glazed opening to relate to each other with a coordinated appearance. The use of a single Mapes canopy may be appropriate. Convenience Architecture _HP�(ZP9� and Design P.C. 351 Sheetz Way, Claysburg, PA 16625 phone (814)239-6013 email tcolumbu@sheetz.com web site www.sheatz.com PROJECT NAME: E NEW SHEETZ STORE NALL CAP (HIGH) 2''-B3/4•S AL B E MARL E COUNTY TOP OF SLAB 0'--0" ARB=2020=108 Proposed Sheetz Seminole Trail & Airport Road TYPICAL EXTERIOR ELEVATION NOTES: • ALL LIGHTS SHOWN ABOVE AND/OR BELOW DOORS OR WINDOWS ARE TO BE CENTERED ON THE DOOR OR WINDOW UNLESS NOTED OTHERWISE. • BETWEEN TWO DOORS OR WINDOWS ARE TO BE CENTERED BETWEEN THE SAME. EXTERIOR ELEVATION KEYNOTES: 1O BRICK VENEER (D/S 680 MOD BY CONTINENTAL BRICK CO.) OCAST STONE SILL (COLOR= CRAB ORCHARD) OANCHORED CAST STONE MASONRY VENEER (COLOR= CRAB ORCHARD) O4 EXTERIOR LIGHT FIXTURE, SEE ELEC DWGS O ARCHITECTURAL CANOPY (COLOR = REGAL RED, PREMIUM TWO -COAT KYNAR FINISH) OBRICK PAVER WALKWAY NOT USED - BRICK VENEER WALL DESIGN FEATURE QQ (O/S 680 MOD BY CONTINENTAL BRICK CO.) OMETAL COPING (COLOR = DARK BRONZE) O WALL MOUNTED BUILDING SIGN, INTERNALLY ILLUMINATED. SEE SHEET A200. 10 STANDING SEAM METAL ROOF (COLOR = CARDINAL RED) 11 ROOF EQUIPMENT SCREEN (COLOR = DARK BRONZE) 12 GUTTER (COLOR = RED) 13 DOWNSPOUT (COLOR = DARK BRONZE) 14 DRIVE THRU WINDOW 15 NON -ILLUMINATED SHED STYLE AWNING AND FRAME ASSEMBLY (COLOR = CARDINAL RED, FRAME PAINTED DARK BRONZE) 18 BRICK SOLDIER COURSE (0/S 680 MOD BY CONTINENTAL BRICK CO.) 17 BRICK ROWLOCK COURSE (0/8 680 MOD BY CONTINENTAL BRICK CO.) 18 CONTROL JOINT (COLOR = RUSTIC BRICK) 19 STEEL ROOF LADDER AND CRANKY POST (COLOR = DARK BRONZE) 20 STANDARD THROUGH WALL SCUPPER W/ CONDUCTOR HEAD & DOWNSPOUT (COLOR = DARK BRONZE) 21 OVERFLOW SCUPPER O ALUMINUM STOREFRONT SYSTEM 23 EXTERIOR HOSE BIB ONOT USED 25 ELECTRICAL RECEPTACLE (REFER TO ELECTRICAL DRAWINGS) OELECTRICAL EQUIPMENT(REFER TO ELECTRICAL DRAWINGS) 27 HIM DOOR AND FRAME 28 EMERGENCY WATER CONNECTION O SEAMLESS ALUM. PANEL SYSTEM W/ EXPOSED FASTENERS - COLOR: DARK BRONZE O STORE EQUIPMENT 31 MASONRY COINING B Intersection of State Route 29 and Airport Road Albemarle County, VA OWNER: SHEETZ, INC. 5700 SIXTH AVE. ALTOONA, PA 16602 CONSULTANT PROFESSIONAL KEYPLAN PROJECT NO: 172556 AUTHOR BY: LDW, DTI REVIEW BY: TMC, RH EXTERIOR ELEVATIONS A201 /./ w Q U W Z I— W Q LLJ z 2zW J > 0 Q Lu Z I— Z:) O � o J J � Z Q /O^ w N J I..L Q I 49 Z flC LU LLI Z t9 Z 11J z O W J W Q ZD U W 2 U TH OF� 0711612021 r'21 DANIEL C. HYER I Ic. No. 45596. ZONAL B� APPROVED DCH SUBMISSION NO. 7 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E Alm 1 TOPOGRAPHIC SURVEY I I i t�c��� / `` j I +-Aprox. 5' Waterline Esmt.(Agreement) f P _- \ 1 I D.B.698 P.335 and D.B.644 P.213 I I i t% to a• - ®�� \ "beginning at the water box now located behind that structure exist,ng on the property, d " TAX MAP 32 j1 / \\ I and running o a westerly direction to the base of the natural slope and thence rocetho II yyi" dC�s ���f !� II toward the south along the western boundaryas near as possible to that boundary I i /\\\� \\ ' I I infringing an the natural slope PARCELS 38, 39 AND 39A ���- / /i� ; ALBEMARLE COUNTY VIRGINIA '� /:'! %////�/'��\ \ \ I N TERRY D.6.4574 P.676 D.B.629 P.104(plat) s This Topographic Survey of Tax Map 32 Parcels 38, 39 and 39A was completed under j •®'- ,� / / // � \ \J � � 1 � �°y the direct and responsible charge of Brian 0. Jamison, Licensed Surveyor No. 3334, from an actual *Ground survey made under my supervision; that the imagery and/or original data was obtained on 11/07/2019, 11/11/2019, 02/07/20 and 02112120; and that this plat, map, or digital geospatial data including metadata meets minimum accuracystandards unless otherwise noted. i I ./ LYTT tddlthitd/0"1 I I ' mailbo es �TMP.32-396 I tee COMMONRIEALTH OF VIRGINIA q, PIOIIBBt y d`te / 1 �I I DEPARTMENT OF TRANSPORTATION I I I C.' l l I D.8.4574`R.676 I Stm-grate 1. A Title Report was Provided and used in the preparation of this survey. ! •�/ 1 HWPB.XIV P.2 247 I Tap=533•58 53 2. Miss Utility Ticket No: BO03400793-00B y' I I I Riser I = 10= a3(15*rcp) 11= 8.3 2(2e i / HWPB.XIV P.151- % ( cp) Ticket No:8003400793 Rev: DOB Taken: 02/03/20 10. 17 AN ___.- • .�: / 111 11 l I Top=541.64 ' Asphalt 11= 1.7815' 3. Utilities and Easements other than those shown may exist. s' gr°i' "+ARV• 1 1 10: 538.82 11=532.44(15°� ff t / II 28. 24' p Y i wv. (3) ./ �. 10-529.79 24 T Ij �1 \ alloy, p� We. "/ 30"RCP. ( ) 1 ` S � �• 1 527 ( ni 0 SS.Mh. B � � / Hd Pa � Teat, \ / I ^ 11=52& _ f 15'ACSA Waterline Esmt. i i . j ,` I j \\\���It I \ s�` 10=5 67 �- : ACSA S (as shown at) �. ,1 \\\ \\�� --®� �� �`.�'��s� /�/� e // ` t �o • E )7�8�- E•tl 0 D.B.3503 p.180-187 /••/� D.B.525 p.643 gravel \\�•� ��_�'®/ �S 1� tot • . - • t• a 1 F O c -�:^ P--` � - •aka ru I " /545 W, III SS Mh Le tea. t gra Top=534.5b� `PO \ I I 1 Si'rrl _ 81 / / w« / / •' ch - �-•- •II3 12'CwP To=537.� \�III 527.80 w11= 52494.0ff0(15"rcP)I fence••a. 54� To= 1. r4 I I I S ! erg; /f " / ,�-r�` • /���/� T" \ C / '� �.m ih .�a F. 1'� I ■ . 'is / / /� ✓ �-a.s � ����-!yam '1 � `�...._ rJ ~ 1' wa 7 \SS.III Top=56 15 1 . Scw ,tes 6 g8 / -- - "- m `` \ •� 11=542. • I ��D.B.3597 P �/ J -. . II: 536.10 0=542.2 'i I �,_ta u=, . �" ® S (15"cri grovel 1 �=L� �� " �� ������ ��in / NEW PWEL^ m -2,353 Ac,(COmbineO -- -- 0 0 n s , I TMP.32396 \ \_ Asphalt "i TiM�L 4.a ` m �LO N/F VV8IJAM SCO `/ TMP.32-40 �I TRUSTEE of the FAMILY t St odc «.. �\ S AIRPORT AUTO INVESTMENTS LLC v' I w I �. of the '"'•' Fron a #3514 ��\ ; \ I TMP.32-38 m d D.6.5189 P.548 - WIUJAM A. MARSHALL JR. REVOCABLE TRIM i \ c' NJF AIRPORT PLAZA LLC s I ,o I b • Mw119.7 gravel!- a 4 D.B.4464 P.203 �� 1 D.BA464 P.203 • • r 4 I 1 1 -\ E D.B.4622 P.319 d D.B.3503 P.180-187(plat) P �;I fE �` p.B 3192 P 264 D.B.629 P.104(plat)- D.6.3192 P.264 I ; I P- f f \ D.B2y17P.317 silo e 0.626AC.(survey) X D.B.2717 P.317 I, YYY \ bb8.629P.101,104(ploit) 20q,a4d ? 0. P \ \ \\\ I p�pp D.B.2284 P.385 ++ 1 I ; 9t+ D,B.2284 P.385 '° `em �� k°me N. c� c -' _ I i a i H.W.P.B. XIV P.151-158 a , N;W.P.B.XNP.IbI-lb8 �� m •.,°� ,,,.(~ d� < _� Mti's �33 H.W.P.B. AV P.200-207 b + \\l H'IW,P.@.:X V P.200-207 � M� �� •� •�® � %\ �. =a D.B.715 P.634{plat) \ 1 D.B.1699P566(plat) �_ �` 1 / %�} a ': I aiftl7t r`' _r 1 "I o� )�667 Ac.(survey)' s �� / / / \\ 1 , _ , a aza ij� I I 1 a :r gaa �p $ r 19 not Stm ggrate �a °� \ _ j \ \ \\drat • E E VDH ptltef p=559.43 4 1 _•q,.fence ° . gg _ :' /� 1�550.03(12"hdpe) I gu To 55Bate .35 1 • _� �� = .�\� _�` 4. �Y/ / d �� 'S phone - a 11= 7.65 12"hd e� _� ��. f pole II=5 .30((30'ecP) °i �® x E d �� �l a oN =544.15(30 rdp) \ e. zv g m ence\� c ���� S I.a wow 4j- f Ex. VDOT Drain. Esm't - ---i- _�-, _ _ 0.� � ��. ' ",�'$6 tran , Proj.0649-002-158 I ( \ �i.e oil tap=547.92 =' - \ ,,{,, /� ra.® "� aan .aw-•-+� 6 _ ,a.e �L'�� ����� _� \ rainbw= ,,,aa ` i I Ti'i •I /'.s ,�... co. 383 , , V. ntence r '',,:ji i'?:'; �a y,�:. .. .,^f X.: '•:.d`-iN'i:.:.'sa a'..'?':iii :- ai • • S • a ', "• ' •, I \ v � .� � Elec i) Story Fraaye :R:; :iI^a (:. •'.: •.fir. a: .,^' •:, .>., ...r, •. ,. . •..:: -:. •v . >oP :w.i y-0A: I \ (A i all G ",•:'� '"'�•a •'+li Q. o�:..`:':.i4:::.:"/:••.-. ... •:F •t: :'..'.."'-. '.. I pl �::' Ole � IV/basement ari >: •. = :': s K:. ! . -•- •_;' i f •tea /1831 .,e +• :: x n 9 • ! i e„ r: �.: "d+, t ri::�.. y `L'a:... -.i. .. + , a I f � I --._ ti +Eeo � ss \ e /• +•9 •hM14 /..f a',:. p :a �,.:'t':'.y I I `V0.0.- •"1�i.aS..-°lV'''%b"^:1:.�':i y:.,••, .,. q,a"ti .2 Ji, p �." �. ' '...l +P:'i'•�+•• a'. 3 � 1� 1 ,ar •n \ 24.1' i '� ` %`. ,;�.: 3:,>,: ••a ,f.> :.'?::tie; : �I ✓ I \ cinderblock s'aryhed �a a. 1 : ; °;� :� _ .: fir ..:: c w 1 , fen \ .`� bf • 74.4' r $ f P I .r; 36 0' . atone __- I • Ti1AP.32�4A I. .a. �•._ 1 '1--------- .............................. a -•---------�. --: / ""� ,N/F VVI SCOTf'MARSFiALL, Mver gravel I TRUSTEEEoff#0FAMILYTRUST � �1N.• n � w., 1 Story 1 g " e. ° ; : = ti WILLUVN A. Of the REVOCABLE TRUSI�oi'o Metal Bldg. I gravel ` I iM p B� P.= #1791 N I I D.B.3T92P.264' Asphalt ''\ o ` D.B.27,17P.317 �'� r D.B.2284 P.385 '� r Y + I I H.W.P.B. XV P.151-1 7s • 1 I I t3ltt oea 1 H.W.P.4;)GV P.20Q 207', windo I I i pole \ _•-"• ) m.1y Al gains'_- well - 0'SL! cone'. •^ ty;g629P.1o1.104(plat) s19•22'33"w I�------- - bollardslidI ---- _ t ----_ Dominion Va. Power F t ® Dec. /s� - - - - ep / - ����3t---- -- ------ ----- �° \ P►a145-002 58 ` o =� Panel ❑- - - - - 5 - I w �- S------- --- gravel :\ IF. blec. r -_57"w t26.99. ®� --• I .,.,��� � a 1 � lec. . �j - i..Y --- • i . eter 7 - wa%rT 1;:.�-..Y \gravel -------- - i = t HVAC D.I. 1� - 1, �•,i- IF. ----_ , , 1 L_ -•----- f _ Elea dd Top=559.97 z _�- I �� �� ..-• "�___--- .,.E .. u,r` - non 8 Inv=554.76 " 2 ..._.. Pore ... TMP.'32-39A; ...e 10-554.55 30 rc I rye ( P) _ 3.29 L� ; 9'14: O Y7 less S33 39 14 w oat chimpey maibox 14 46' 519 22133' drain.' Top=558.88 sign es II=549.58(15'rcp aiport--' 11=549.21 (15'rcpJIS ahead ! - sin 10=548.33(30'r I m D.I. - - - - �� `- w 4 P91e cP) Top=554.73 sign I VDOT IF. yTH 0 I ID=550.98(15'rcp) adopt a r ' F a highway sgn ice 11, �pc I STATE ROUTE 649Nariabl XIV pp. 151-158 B6rlChmrk HIiTAN D JAMI30N Top=557.85 Fi P V 7 'I.W' 'B• XI pp.200-20 �fOn Wlth d N55'02'36'w D.I. a No. 3334 ?' .... .,•. : s., i '' �e t 17.11' (tie) To 546.85 P= 10=542.35(15"rcp)$ s 'z DI. P= To 559.42 DI. P= To 557.85 • .u.. ....°..baJ:,'iYs°':n`'i'::u. v.:a;; ::i%.''.o""ad}q:.!L:1y'.' a EL- 04% 89 al a 1 p •o ST `, 10 =555.09 Inv=5 .400((N))1. Inv-55o.42(S) Inv=550.388((WW)) VDOT Vaults D X1, 00 SCALE t" = 20' 20 io 0 20 40 SCALE IN FEET 9:\RGA\TMPROJ\ 19.0679 ALTA\TOPO_PH-2.pro