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SDP201900044 Plan - Revision 2020-09-08
SITE DATA: TAX MAP PARCEL: 061WO-01-OA-00300 PARCEL AREA: 1.42 ACRES LIMITS OF DISTURBANCE: 1.33 ACRES ZONING: C-1 (COMMERCIAL DISTRICT), ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: FIRST ORDER, LLC 4383 HECKTOWN ROAD BETHLEHEM, PA 18020 JACK W. SHOEMAKER, L.S. (610) 365-2907 JSHOEMAKER@FIRSTORDERLLC.NET MAY 24, 2018 NOTE: THIS PROPERTY WAS PURCHASED BY AUTOZONE DEVELOPMENT, LLC FROM UNIVERSITY OF VIRGINIA FOUNDATION. REFERENCE DEED BOOK 05323 PAGE 0272, DATED MAY 26, 2020. DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND UTILIZING HTTPS:/NWWV.NGS.NOAA.GOV/OPUS/) UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED AT THE EASTERN CORNER OF THE SITE. WATERSHED: MEADOW CREEK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED FRONT MIN: 10' MAX: NONE* SIDE/REAR MIN: PER BUILDING CODE MAX: NONE *PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY USE PRESENT: ABANDONED PARKING LOT PROPOSED: 6,816 SF COMMERCIAL/RETAIL BUILDING MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 21'-0" PARKING TOTAL EXISTING PARKING: 70 SPACES, 4 ADA TOTAL REQUIRED PARKING: 53 SPACES MIN. (3) ADA SPACES, (1) OF WHICH MUST BE A VAN SPACE GROSS FLOOR AREA (GFA) = 6,964 SF AUTOZONE RETAIL SALES AREA = 80% OF GFA = 5,571.20 SF 1 SPACE 1100 SF RETAIL AREA (FOR FIRST 5,000 SF) 5,000 SF X 1 SPACE 1100 SF = 50 SPACES 1 SPACE 1200 SF RETAIL AREA (ABOVE 5,000 SF) 571.20 SF X 1 SPACE 1200 SF = 3 SPACES TOTAL PROPOSED PARKING: 55 SPACES, 3 ADA COMPLIANT, 2 OF WHICH ARE VAN ACCESSIBLE IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.87 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.85 ACRES (TOTAL FUTURE DEVELOPED IMPERVIOUS AREA: 0.94 ACRES) VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL 10TH EDITION USE: AUTOMOBILE PARTS SALES (843) AVERAGE RATE = 55.34 TRIPS PER 1000 SF GFA 6,816 SF GFA X 55.34 TRIPS 11000 SF = 378 TRIPS/DAY DIRECTIONAL DISTRIBUTION: 50% ENTERING, 50% EXITING UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS) RETAIL: 250 GPD/1,000 SF = 6,816 SF X 250 GPD/1,000 SF = 1,704 GPD TOTAL GPD = 1,704 GPD AVERAGE HOUR: 1,704 / 24 = 71 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 71 X 3 = 213 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 213 X 2 = 426 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RETAIL: 6,816 SF X (250 GPD PER 1,000 SF) = 1,704 GPD TOTAL: 1.704 GPD AUTOZONE FINAL SITE PLAN - SDP201900044 REF: INITIAL SITE PLAN SDP 201800090 ALBEMARLE COUNTY, VIRGINIA Charlotte Yancey Humphns Park OAK FOREST UR I LE CREEK �0ND0S O` :Y 7/16/2019 �y 01 tell, � W Y N R I D G E o, Q Wood Grill Buffel CA WESTFIELDr" -I? BRANCHLANDS SITE LOCATION) BRANCHLANDS RETIRE. VILLAGE QCosteo Wholes6ic Regal Cinemas / B R O O K Stonefield 14 & IMAX L E W 0 0 D CONDOS T R A C E Seminole Square Q Trader Joe s Q v a6r 4 I�wJI B R 0 0 K M I L L " CONDOS VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER: AUTOZONE DEVELOPMENT, LLC. 123 SOUTH FRONT ST MEMPHIS, TN 38103 CONTACT: KEVIN MURPHY TELEPHONE: (901) 495-7625 EMAIL: KEVIN.MURPHY@AUTOZONE.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG.KOTARSKI@TIMMONS.COM GLENWO STAT10 r^y,� F C 0 U a Sheet List Table Sheet Number Sheet Title CO.0 COVER COA NOTES CO.2 EXISTING CONDITIONS C1.0 SITE LAYOUT C1.A SITE DETAILS C1.13 SITE DETAILS C1.0 SITE DETAILS C1.D SITE DETAILS C1.1 GRADING & DRAINAGE PLAN C1.2 UTILITY PLAN C2.0 UTILITY PROFILES C2.1 STORM PROFILES C2.2 SIGHT DISTANCE PROFILES C2.3 STORMWATER EASEMENT PLAN D1.0 DEMOLITION PLAN 1-1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS PH1.0 PHOTOMETRIC PLAN TOTAL = 18 SHEETS SIGNATURE PANEL: APPROVAL DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD DATE U C&tAIGW 3. K07ARSKI Lic, No. 0402048507 9/ 8/ 20 Ui CK 0 0 (D 0 0 rY x 0 W w_ U a z 0 14 > Of 0 r�1 z O U W w z wwwo Z g Z >- >LU O O O Z Cr O Z 2 Z U Z) Z) OOO O o o W� wwwz a a a O zzz� O OO O K j a W W W O C4 Q� C4 U-) DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J 11-4 U) W Q 0' J 0 ;U w 0 i J 2 U: w m WJ Q z 0 N 0 D JOB NO. 42231 SHEET NO. CO.0 L GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS, 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY . 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. N/A 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. FIRE DEPARTMENT 1. BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 2. A KNOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. LOCATION TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 135, 4. AN APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. 5. IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM. 6. WHERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50, OR FOUR STORIES, AT LEAST ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS OR MORE PERMANENT STAIR ARE ERECTED AS THE CONSTRUCTION PROGRESSES. 7. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40' IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. B. SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION. 9. WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. 10. CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. 11. 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 BEEN ACCUMULATED. 12. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED WITHIN 100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000LBS. 13. A PERMIT IS REQUIRED FOR FIRE LINE INSTALLATION. A DETAILED DRAWING (2 SETS) SHOWING FITTINGS AND THRUST BLOCKS MUST BE SUBMITTED WITH THE PERMIT APPLICATION. ONCE INSTALLED, THE FIRE LINE REQUIRES A VISUAL INSPECTION AND A PRESSURE TEST INSPECTION BY THE FIRE MARSHALL'S OFFICE. 14. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. LANDSCAPING IN THE AREA OF THESE ITEMS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE FOOT RADIUS ON MATURITY OF THE LANDSCAPING. 15. NO VEHICLE/MACHINERY OF ANY TYPE, CONSTRUCTION MATERIALS OR CONSTRUCTION DEBRIS IS TO BE PARKED WITHIN 15 FT OF EITHER SIDE OR IN FRONT OF A FIRE HYDRANT. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3, THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 5, ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 6. ALL RCP STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 7. IF PRE -CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN, IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. 11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 12. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 13. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 14. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 15. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 16. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 17. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2012/2015 UNIFORM STATEWIDE BUILDING CODE, 2012 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 18. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. SITE PLAN LEGEND EXISTING PROPERTY LINE POSTBOLLARD SIGN BUMPER BLOCK ® SATELLITE DISH 0 TRAFFIC CONTROL BOX O UNKNOWN MANHOLE - - - - - - - - - - - STORM SEWER 0 STORM SEWER MANHOLE ® CATCH BASIN 0 CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN - - -��- - - SANITARY SEWER 0 SANITARY SEWER MANHOLE ---w--- WATERLINE ® WATER MANHOLE ® WATER VALVE WATER LINE MARKER FIRE HYDRANT a MONITORING WELL c GAS LINE A GAS METER 0 GAS VENT GAS MARKER - ucr - COMMUNICATIONSITELEPHONE LINE © TELEPHONE/COMMUNICATIONS MANHOLE m TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT ELECTRIC LINE ® ELECTRIC MANHOLE m ELECTRIC PULLBOX © ELECTRIC METER is UTILITY POLE DECIDUOUS TREE GUARDRAIL X FENCE - -XXX- - MAJOR CONTOUR - - - - XXX - - - - MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes PROPOSED w WATER G GAS STORM sAN SANITARY UGT COMM DUCT BANK uGP ELECTRIC DUCT BANK [ CATCH BASIN STORM MANHOLE SANITARY MANHOLE Oo SANITARY CLEAN OUT If&-} FIRE HYDRANT FDC �- METER SETBACK - AT/FP STANDOFF ® WATER VALVE 0 GAS VALVE ® BOLLARD v STREET SIGN 0 GAS METER LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR �- SITE LIGHT XO PARKING SPACE COUNT GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TIN = TOP OF WALL BIN = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT 1. Prior to an construction within an existing public right-of-way, including connection to y y gP � y� g any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). U CRAIGW J. KOTAR.SKI Lic. No. 0402048507 fn. 9/ 8/ 20 M E 0 � o N Q O > E w a E -� w w 3 U- o oU. ww o ' a j U 00 J - yj M avrn o (D �L P3� � �O�xLL o Q v V) = N = U > FUi C o O1 N 00 � M a� �H M O x D H 0 w w_ x U a Z 0 U) Ce D 0 • • • Z O a ti U W w �ti� z W W W 0 0 Z Z U 000� > U U U 2 � 2 2 Z OOOW2 W W W 2 aaa0 222U) 000U, >jUa K (X Z N o, LU N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J J I� V) W 0' J z 0 W Qo w 0 2 J Va Z w m W a z 0 N 0 D t L JOB NO. 42231 SHEET NO. CO. I asPxuT VO �� PANNENT CoN PARCEL ID: 061W0-01-0A-005AO co) P-64" � LANDS N/F GHAXU INC. P RCEL ID: OC.IW0-01-OA-00200 D.B. 2614, PG. 013 ,Z I I LANP5 N/F ADRENALINE SPORTS LLC ( \ USE: HOTEL / I STORY y / P-53' I II WASS I D.B. 2244, PCs. 354 / MASGNRY v`5 / / T-66" I I II 1 USE: RETAIL / LA / BUILD / I / /=REBAR \ \uHIGHWAY COMMERCIAL ZONE __� �I PcT�° � T-33 TT —C-1COMMERCIALZONE P-52" BE 36PEV T,6- ['+�\ S2)T-6° PANED ( I / / / / r_3�'7 \ \ \v9\ �\\ LA MEMENT ASPHALT PARCEL ID: O61W0-01-OA-00400XALIL�T/ rRass LANDS N/F SHEOU-JONG CHIANG 4 YUN LI D.B. 1548, PG- 031 / I I I I / 1 / < \ \ \ _J \ / I / VAMI," / PARCEL ID: O61W0-01- -00300 vb. USE: RETAIL / I I I / • / / \ \ G / I / i v \ ASPHALT LANDS N/F UNIVERSITY OF FIG. 514 IA.EOUNDATION _ - - D.B. 3296, PG. 514 \ \ \ ASPHALT 0 / I/s�,l I `-----463-------_ \\ \ \IPAMOT 40'WIDE GAS MAIN EASEMENT PER D.B. 411, PG. 341 BASE T-J" T-6' GRASS -46 _ I \ 1 T-9 ^T N 41. ASPHALT BE GRASS / PAMOT MAG GAS MAIN EASEMENT / / / /// / 1 MA6 NAIL ✓% I 1 / I I II �/ 43" HOLLY // \ / �' / PER D.B. 1694, PG. 113 NA \ 1 ELEV=461.45 �:;_\ 1 \ II 43' HOLAY Al- to���/// TRAMENT MA5ONRY BUILDING / GRASS APPROXIMATE /9I LOCATION OF // N I \ / w „ `\ T-40 v 1 Z46� r l GAS LINES. / / /X/ \ a, II q 111 <////- O�� GRA GRASS/ -24' /T_40 (4)T ? \ 1 III,� r / / I\4 1\ 11 I g \\ -036 c0 ASPHALT/ 1 / POLE �\ \ r465.96 -20' \I \ Il /%, / I GAG, �, I , PAffNENI I I �I /\� \ \ \ 45'HOLL /Za Pivq,�A� I // 4 H�/,�� /� II/ SAN. NH /_---I .1 -� ---- \-------y-- "� ---------- -----L------- 1 I,I1 /1 RIM=456.6/ / II V \ '�- - -VACANT UD011\ \ \ ��� I - - - - - - - - 'I I (a) WV =444.14 / \ rI //� l y 0) INV -444.14 / / \ u \ RA55 \ _ SA O B If c INV-449.34O I ` \ �- 8" SAN — -1-- - �- 8" �AN — /- II 1 () - c ---�f 8"SAN—' �\�_ f B.,S N-- NN \ \ �� VAULT f 8" SA �- 8" SAN - I I i(�y \ SW. NN ",S ASPHALT 1 RlN=46511 J / / / c4, \ PAVEMENT I REBAR TO BE INV=468.84 I I I I CONTRACTOR TO VERIFY GAS, / \ , \ \Ap SET ITYP) T (6) Nv=46L7s III I I INVERTS TO ENSURE ° SANITARY SEWER DEPTH / 4s6 / \ \ \ \ \ REBAR To BE B / GRAss \s" 111 \ 1 PRIOR TO THE START OF / RcBAR TO BE / GRASS \ Pae ` \ \ \ ?, srav�N�'NN II 5ET l ) l �Pi SET 11YP) ` \ araSS uA r RA&S..5a I I I I / PFD / I CONSTRUCTION. // / — Nv= srl a- -- PHP— ,- „ OHP— /— -1 OH�F �- - — �- OHP� �OHP - O OHP - OHP I —T O P / 'A— HP Ot-AE 10"W 10"W \\\ 10 Us wAMR Lwr PER NAME (ID\o/\I \ - - - - - - 10 - STOW AN T - P.O.B.si"�P f- taut. wAlK _------- ----� T _ 540'Il'40" cRass 13f7' `-SIQRN AN - - - \ rRAFFlC ' �" W RIN=45244- /' f� r _ - _ — _-"�� �a.� VAULro \ (a)MV=453.8P- i (?�/ O 11 c — STOR.NNH — — taut. a mil — — — _ 16.05' T RBA=45S61 - - - - % _ s - - - - - (b) INY 453.6 INV=451.31 1 CCHNBD==S550 161' '46S9" W cA CE'LTO64 S. e_ cuR= A5y / ROW DE IG hPERB. 3851, PG. 110-I11 g /4 D.B.3891, PG. 16T \\ A0" P \ / 40'WIDE UTILITY EASEMENT PER D.B. 4-11 PG. 12 SE N O LE TRAIL / Al�A U.S. ROUFEE 29 �— / ' VARIABLE RIGHT -/OF —WAY 59,00 ADT — SPEED/ LIMIT 45 M 111 GRASS NEpAN aV GRASS — — G— - MEDIAN G _ GRASS MMAN GRASS MEDAN U CR AIGW J. KgrARSKI Lic, No. 0402048507 ,,, 9/ 8/ 20 AA vi D O D 0 O 0 w w S U a z 0 LQ o- 0 z O r— a � U W w z O wwwo U g > O O j Lu `rO 0 wwwz a a a O Z 2 Z ti O OO O K W W W O K K K U-) a,o 00 ti Nl o p Nl o F- H N' N N rN ' O ti ti r1 N Nl W DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1"=20' J W Z O j O J p p� 5 z /r \� O O i w J U cD U < W W ED Q co V z O w N O D L L SCALE 1"=20' 0 20' 40' JOB NO. 42231 SHEET NO. CO.2 0 G ,VO e- PARCEL ID: 061WO-01-OA-005A0'" LANDS N/F CHAXU INC. ^ D.B. 2614, PG. 013 ,Z Ci USE: HOTEL r I STORYy / MASONRY v`5 / BUILD! HIGHWAY COMMERCIAL ZONE / C-1 COMMERCIAL ZONE I MID JAIIT,' PARCEL ID: 061W0-01-0A-00400 ` LANDS N/F SHEOU-JONG CHIANG 4 YUN LI / D.B. 1548, PG. 031 / I „er USE: RETAIL /) / ANLT, /7",e 40'WIDE GAS MAIN EASEMENT / PER D.B. 411, PG. 341 / I P-64" w CMCuxe_____ LIS — ON CG-2 _--scwc a PARCEL ID: 061W'O-01-OA-00200 WASS II LANDS N/F ADRENALINE SPORTS LLC / \ D.B. 2244, PG. 354 USE: RETAIL I LA �--2 _ cw am ASPHALT \ PAYEAIETli — PEN � CG-2 CG-2 t3' a 15 0 15 O 15 L� $ G-12 [ ) ASPHALT " RT RT 10 17 % 1 R3' �7 CG-2 . 73 0 9 2 a 15 CG 2 / PAWXNT , / // / 96.8' 1 RT RT ueass GRASS AREA R3' O / / RESERVED PROPOSED 1� GAS MAIN EASEMENT /0 FOR BENCHMARK AUTOZONE 10 PER D.B. 1694, PG. 113 / /// / / / 17 FUTURE MAG NAIL 6,964 SF - // PAW149T R25' CG-2 STOP / �O ry BAR / DEVELOPMENT ELEv=461.45� 1 STORY 7a.2 R3' za 15 ^ I STORY / / / / N 1 5 `18' MASONRY BUILDING / / // IRECTIONAL 5GRASS ' / T-45"ROW (TYP) j5 1 0 z cJ 14 14 4 `° 24' ° 6.5'. 13 P. 91 So FA ILITY EASEMENT v a 1� : i (SEE SHEETCz.3) 15 © 15 ° a / DEED BOOK: 5382 R3 (5 4 .( ( / PAGES:429-437 ° � ° ° 8 a ` —RiR8' 11 G R5 4 3 RT 3y 2 III GRASSZ 5' 0 24' R32' co P WAUT // �I % / D D D R3' D RT / VACANT UTHITY r, g g / I S O A(J -� VAULT f 8" S N--- f 8" SAN f ,� SAN 14 8 S N 18, 8 S N SA 15j _--// CG-6 / REBAR To BE / GRA \ \ — II Y SETBACK V' / � /ED \ �PHP HP 10,, OH P OHI �- — �CWATER ONE PER NARKWT TIO" D.L.1 1 O W OHP 1 O W —0 1 W OHP= 1 - — OHP / O/ / / / 10"yv GLw / -- — — — _ / CIXIC WNI( GRASS ---------- -- --�LS-- �__ 0 1 A / TRAFFIC /' � r cave cuRe wTirza — -- — — = � _ _ vamT° / / — — — — — — — — — — — — — — — — — — — — — — — pk c CUAg W( o PORTION OF 10" DIP TO BE `o REL ATED BENEATH PROPOSED S STORM PIPE. SEE SHEET C2.0 FOR PROFILE. �r 40'WIDE UTILITY EASEMENT PER D.B. 411, PG. 12 SEMINOLE TRAIL AKA U.S. ROUTE 29 (VARIABLE RIGHT—OF—WAY) 59,000 ADT — SPE Z WASS — MEDAN L YMAH G — G WASS MEDIAN KEYNOTES BUILDING 4 PAVING Ol PIPE GUARD - SEE DETAIL I& / CIA DUMPSTER LAYOUT - SEE DETAILS 6,9,10, 4 II / CIA Q3 SERVICE DOOR PLAN - SEE DETAIL 15 / CIA BOLLARD PLAN - SEE DETAIL 14 / CIA 05 CONCRETE VERTICAL CURB - SEE DETAIL I / CIA © SLOPE END OF CURB 4:1 07 NEW CURB CUT AND APPROACH. VDOT-STANDARD CG-11 ENTRANCE - SEE DETAIL ON SHEET GIB. 08 CONCRETE PAVING - SEE DETAIL 3 / CIA. EXPANSION AND CONTROL JOINTS - SEE DETAILS 4 4 5 / CIA. MAXIMUM SPACING FOR CONTROL JOINTS IS 15' O.G. EACH WAY. �9 ASPHALT PAVING - SEE DETAIL 2 / CIA. 10 4" WIDE PARKING STRIPE PAINTED WHITE (TYP-) 11 4" WIDE DIAGONAL STRIPES PAINTED WHITE AT 2 FT. O.C. 12 HANDICAP PAWING SIGN - SEE DETAIL 121 CIA G.G. TO PROVIDE ONE VAN ACCESSIBLE SIGN. 13 CONCRETE SIDEWALK - SEE DETAIL 13/ CIA FOR SIDEWALKS AROUND BUILDING 14 ACCESSIBLE RAMP - SEE DETAIL 15 /GIA - MAX. SLOPE 1:12 (833%) , MAX. CROSS SLOPE 1:50 (2.00%) TRUNCATED DOME TO BE A CONTRASTING COLOR 15 NEW LANDSCAPE AREA - PROVIDE 3" TOPSOIL 4 SOD. SEE SHEET LID FOR ADDITIONAL INFORMATION © 12' X 25' LOADING SPACE 17 LIGHT POLE - SEE DETAIL M / CIA ® MILL 4 OVERLAY - SEE DETAIL WP-2, SHEET CI.B. GENERAL NOTES L PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE ARCHITECT OF ANY UNACCEPTABLE AREAS. 2, EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. 3. ALL SIDEWALK CURB AND GUTTER STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES, HANDICAP RAMP, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY SHALL CONFORM t0 ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS. 4. FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND/OR REPLACE ALL DAMAGE DONE TO EXISTING ELEMENTS (SIDEWALKS, PAVING, LANDSCAPING, ETC.) AS REQUIRED BY OWNER AND/OR GOVERNING AUTHORITY. 5. FOR PROPOSED UTILITY LOCATIONS, SEE THE UTILITY PLAN. Fi. CONCRETE LOCATED AT DUMPSTER PAD AND PARKING SPACES SHALL BE HEAVY DUTY CONCRETE. SIDEWALKS SHALL BE STANDARD DUTY CONCRETE. 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 8. ALL EASEMENTS SHOWN ARE PUBLIC EASEMENTS. 9. CONTRACTOR TO COORDINATE ANY WORK WITHIN GAS EASEMENT WITH CHARLOTTESVILLE GAS. SOME OF THIS WORK OVERLAPS WITH THE GAS EASEMENT WHICH CONTAINS MULTIPLE LARGE, HIGH PRESSURE GAS LINES. STORM PIPE 101 IS PROPOSED t0 GROSS UNDER AN EXISTING 8" GAS LINE. CONTRACTOR TO LOCATE AND CONFIRM DEPTH OF THIS EXISTING GAS LINE PRIOR TO CONSTRUCTION OF STOW SEWER C. U CRAIGW 1. KGFARSKI Lic. No. 0402048507 fn. 9/ 8/ 20 M E 0 � o N Vi N C >E LL v E Lu t U w 3 QLLa 0 a o wo ' Q j U so H a y o v z�P3m � �O x �< 0CC 4 ==';j. ti U N = U > Q C o O1 N co � M n � �H 0 x (D w 2 U Q Z O U) ce 0 a � ti U W w z W W W 0 O U 000� � 2 2 Z OOOUL2 wcx w2 R o- d Q 000u WWWCI �Exccn O O N O W N O O DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' Lu J I� w r Q O' J z O O QU 2 Lu J J Val Lu m VcA WJ � Q z O N O D o o s a ig h L SCALE 1 "=20' 0 20' 40' JOB NO. 42231 SHEET NO. C1.0 Notes: I. Install expansion joints in the curb at a maxiimum spacing of 20' o.c. 2. Landscaping materials, grass, sod, mulch, etc. shall be flush to 1" below top of curb/paving/drainage openings. +'• NOTE THIS DETAIL ONLY TO BE USED AS NOTED ON SITE PLAN Poll S,1 61 Pavement _ surface I�I ' _•�� III=III=III=11 Com acted-/ "—"'—'" "'J� 1 15 t0 4 bottom P -III, ,IIIIII,F P subgrade NO SCALE 1 CONCRETE VERTICAL CURB SIGNAGE NOTES: DIMENSION 4 TYPE Pavinci Area A B C D Drive Aisle 2" 25" 8" 6" Parking 2" N/A 8" 6" Asphalt Topping lSM-95A) Binder Cc (BP Type 215 Aggregat Compactr,., Subgrade NO SCALE 2 ASPHALT PAVING SECTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" U (TYP-) _ 12' STD. VARIES R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE 201 STRIPING AND SIGNAGE DETAIL DIMENSION 4 TYPE Concrete Section A B C Standard Dutq 5" 41 see note Heavy Duty 6" 411 see note Dum -ter/A roach Pad 6" 4" see note 11_11-11 ff11P11=11—-11=11.=11�11�11=1 If=lloll—II�TII--�I r=71�lf--Iloll�ll No SCALE 3 CONCRETE PAVING SECTION q x 6 18'-0" CLEAR Treated Pine 5'4" V-0" 5'-011 enclosure N over treated — pine Framing [Trash Trash . DUrtlpati . DUrtlj7 s 6 8 CY r1 1 LC7q w u 6" ID. Steel e Post a Gates. See detail, this sheet NO SCALE 8 1 DUMPSTER LAYOUT 2013 watt LED 'ID" series area light fixture one per pole. See site plan for pole and fixture locations and orientatins. Light fixtures and poles are furinished by AutoZne and installed by Genera I Contractor. Light pole base cover install over anchor bolts Light pole \ base plate Note: w Rub 11 o concrete al:; base smooth a ;1 is Greenstreak Paving Cap Seal ProFile %10 - See specifications for additional Information. 6 1 3/8" 6 E*4 A 0 t t a 3/4" Sawcut 'oint - fill with sel� leveling elastomeric-eal"ant NOTE: SEE SITE PLAN FOR SPACING REQUIREMENTS NO SCALE NO SCALE 4 TYPICAL EXPANSION JOINT 5 TYPICAL CONTROL JOINT Alemite 1610-51- 8" x 8" x 1/5" hydraulic grease q Fifting tog 11NSIDEusset pONLY) Top of wall elevation. accessible for I 1-114" O.D. All corners See site or grading maintenancehinge 6" long I" weld a 3" O.G. plan all around I" x (0 x 1/211 4"x4" treated wood m to hinge 4 gate Poe t at 6 -0 O.G. MAX. spacing / 3" x 1-I/4'W Gate frame stee�t bleb m 5/411 x 6" treated OD. tube. pine vertical boards Weld collar gate frame to post. welded joints Treated 2"x4" tort, p 6" ID. pipe horizontal milers gate post Concrete slab N NOTE: _ ,• PAINT ALL GATE FRAMES " AND PIPES RED. 6 mom. I.D.t +; :; Finished grade varies. gate post filled See grading plan with concrete NOTE: rounded top III I TUR DOWN ° 1211 dia. hole filled with See bollard detail I I I SLAB BETWEEN I I concrete LuJ I.Q MAX Eoeo-o-o-o-o ee� I:I] MAX WHITE — STRIPE 6 ell ell ell HANDICAPPED PAVEMENT 4"t 4" SYMBOL (TYP.) 2" (SOLID BLUE) NO SCALE 6 HANDICAP PARKING DETAIL 5/4" x 6 square ed ed treated pine boar with 1/4" gap. Screw to frame Latch detail. with gqalvanized or See detail 3 stainless steel screws V-0" CLEAR 8'-III/211 I" 1, 8'-IIIR" WOOD POSTS. NO SCALE 0 NO SCALE 9 DUMPSTER SECTION WOOD 10 GATE DETAIL FOR DUMPSTER ENCLOSURE NOTE: This drawing Handicap Sign as required by Local and State ordinances resents the minimum represents mounted on face of building. foundation requirementst if more stringent drawing is K`Pwraw Greenstreak shown in structural then it NOTE: ADDITIONAL SIGNAGE %32 shall govern. MAY BE REQUIRED (FINES PARCM ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/ GOVERNING AUTHORITIES radius bx6 W1.4xW1.4 W.W.F. Voltr6g2 ronze finish 11 with 4 . Steel anole chobbolts 2" square tube with Paving max. SLOPE 1/4" per FT. closed top (TO BE USED ONLY IF SIGN IS-- _ NOT BUILDING MOUNTABLE) a da <-':',_.-., n :,: ill."""f -'= • Q a Note: Anchor bolts to be E I Z =_ ~ :. -. ; .;._ .. _,.,>, .,• installed perpendicular 'i •. ; :• _ . ,. Comp. granular fill to curb on single head Rotate 45 N —_ - �II See specifications - Buildin poles. 117 8 foundaon degrees to diamond bolt pattern on dual Note: Dimension Heiht 15 continuous T. 4 B. head poles. - Mounted on face of building. 60"-12" above sidewalk Mounted on Pole off building. NO SCALE 80" minimum (Clear head room) 3/41' - I'-0" High wind anchor bolts 12 TYPICAL HANDICAP SIGN 131 TYPICAL RAISED WALK SECTION I"x36"x4" hook Standard anchor bolts i"xl1"x3" hook Smooth plastic red Levelling nut (4 location-) 3/4" chamfer Finish grade or top of paving, See site plan for location 24" dia. concrete base. Min. — reinforcing 4 15 bars vert. 4 1 "3 ties eq. space Electric conduit NO SCALE lg 20' TYPICAL SINGLE LIGHT POLE Rolling overhead steel door (See plan and details) J Line of bl ck sleeve. See spec. b" Steel Pipe filled wl conc. Top of `paving ICI 64 steel pipe set in 1$4 hole filled with concrete s . 3" granular base CENTER PIPE GUARDS I'_6' at bottom of hole NO SCALE ON EDGE OF OPENING NO SCALE 15 PIPE GUARD @ SERVICE DOOR 16 I TYPICAL PIPE GUARD SECTION EXPANSION JOINTS 20-0" oc. MAXIMUM 4 SPACES 1a 5'-C" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN E LAYOUT 4 SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTE DUMMY JOINT( TYP.) z A a¢ A ijx . . a 0 6'-011 Pipe guard Door opening see detail this sheet .y W Sealant 4. 114 I I-11 "I . 1-1/4" OD. hinge 6" Ig. rm"'A ." L P of parking 2° space NO SCALE -1 INT'L BARRIER FREE SYMBOL NOTE: MOUNT CANE BOLT AND Cane bolt GATE LATCH ASSEMBLIES gulde (2) THROUGH FACE BOARDS" steel tub Cane bolt 3/4" INTO STEEL FRAME w cold rolled steel rod. grill 1/8" hole in Sop of slab slab. Size to fit bolt. CANE BOLT 8 I/2"x2"xl/4" I" GAP 1 1/2" washer welded to 3/411 bolt latch plate with rounded ed es Latch plate w/ 3/4" II g 4 bolt handle 1-1/2 washer welded to ° 3/4" bolt bolt for stop STRIKE " stop bar 1-1/2"xb"xl/4" bent FiRONT plate strike with SIDE 1-3/411 dia. bolt through frame DOUBLE GATE LATCH NO SCALE 11 GATE LATCH / BOLT DETAILS 15 ca C1A e_ A 1'-0 1/2 I'-01/2" 5'-0" 5'-0" 5'-0" 5'-0" I'-01/2" I'-01R" I'-13/8" NO SCALE 14 BOLLARD LAYOUT PLAN - 65u12 TRIMATED DOMES 6 PAYII'ENT LMIDING AREA GROOVES,110.3/4' WIDE AND 3/4'-2- ON CENTER AW443ED 50 MAT WATER WILL NOT ACCLM LAP MMIMIJ'I I 6' I r r SEE NE PLAN r r ' NOTES: CROSS SECTION SIDEWALr I. RAMPS SNAIL 6E PANTED THE SM1E COLOR AS SIDEWALK SMPN63 MID TFE TEXTURE 5HALL BE RAMP EXPANSION JOMT MAIERAIL .. .: .O L*VWA \ / 5tt bl IC rt/Y1 AREA L/ WA_ 1-f CONCRETE ACCESSIBLE RAMP EXPANSION JOINT IL W IL—t,{fin WITH SEALANT L11r. 411 W 1I2" EXPANSION JOINT I/2" EXPANSION JOINT 8" aE 8" ROLLED GRAVEL BASE j SEE SITE PLAN FOR CONTINUATION PLAN VIEW SECTION A —A CURB OR GUTTER LINE NO SCALE lg CONCRETE SIDEWALK LMJDNG AREA SCORED GROMS. 2. THE BOTTOM OF THE RAMP SHALL HAYE A MAX. Y4" LIP. 3. CONSTRICT PER ADA STANDARDS. 4. IF MAX SLOPE OF RMfi DOES NOT EXCEED 1:20 THEN NO COLOR OR 11DQUIiE CONTRAST IS REQUIRED. 6" X 6" W12xW1.2 WWF r DUMMY JOINT N.TS. SEC-6501- Ps L S U CRAIGW IKGFA%SKI Lic. No. 0402048507 fn. 9/ 8/ 20 4 M E L*VWA \ / 5tt bl IC rt/Y1 AREA L/ WA_ 1-f CONCRETE ACCESSIBLE RAMP EXPANSION JOINT IL W IL—t,{fin WITH SEALANT L11r. 411 W 1I2" EXPANSION JOINT I/2" EXPANSION JOINT 8" aE 8" ROLLED GRAVEL BASE j SEE SITE PLAN FOR CONTINUATION PLAN VIEW SECTION A —A CURB OR GUTTER LINE NO SCALE lg CONCRETE SIDEWALK LMJDNG AREA SCORED GROMS. 2. THE BOTTOM OF THE RAMP SHALL HAYE A MAX. Y4" LIP. 3. CONSTRICT PER ADA STANDARDS. 4. IF MAX SLOPE OF RMfi DOES NOT EXCEED 1:20 THEN NO COLOR OR 11DQUIiE CONTRAST IS REQUIRED. 6" X 6" W12xW1.2 WWF r DUMMY JOINT N.TS. SEC-6501- Ps L S U CRAIGW IKGFA%SKI Lic. No. 0402048507 fn. 9/ 8/ 20 4 M E 0 o, N Vi N C > E vE w > i < U. o WOL , Q j U Z LU dJ—v O rn a 1>/1 z�P3� v 2 UJI a4 CC a," 222� 0U p >Z 2 o N > U U U v � av it 22ZU it 00 >>> C OOOU, www2 aaao M 222U, p OOOW x In con con � S55a D � wwwa 0 0,0 0 > w o o U Q Q \M^W Z 0 0 DATE > 0 0711612019 DRAWN BY A. FONTAINE Y • DESIGNED BY • A. ALLISON • CHECKED BY C. KOTARSKI • SCALE N/A W J J Iool000looll �%,^ V/ W Q p > U) r J z � Q ° w w Q 2 J Lw UwLU m WJ Q 7 z O N 0 O Q JOB NO. 42231 SHEET NO. C1.A a h L ST-1 ".GRADE W. REIFORCING ROD ENCASED N A CORROSION RESISTANT RUBBER OR OTHER + NO. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGNEM. (DIMENSION MAY VARY WITH MANUFACTURERS DESIGN) Nx ' CORROSION RESISTANT d� WO MATER C SZF'e I4 REINFORCING ROD G4� TYPICAL SECTION CN NOTES' I/ I4. STEPS WILL BE REQUIRED N ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. • �* 4/ ALL STEPS SHALL PROTRUDE 41/a" FROM INSIDE FACE OF �� - z STRUCTURE WALL FE MAXIMUM STEP SPACING TO BE 16" C-C. OF MCSUPPO� POUNDS WHEN I /4" R EXTENDED DED 4/i"FROM TIIEAFAACCE STEPS ME TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. TYPICAL SECTION (DIMENSIONS MAY VARY WITH N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED MANUFACTURER'S DESIGN) INTO HOLES PROVIDED BY THE FABRICATOR, OR OfSIVEH. ♦ MNIMW OF 3" EMBEDMENT STEPS OFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY &SO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTA I SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT HOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL t/ +4 SPECIFICATION TC-C-00498A "5 ALUMINUM STEP SPECIFICATION V=T REFER°�E STANDARD STEP ROAD ANO BRIDGE STANDARDS REVISION DATE BEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.09 PH._I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL ^ TOP OF FILL OROUNO LINE x GROUND LINE x GRUND LINE x rrrrr r//r I I- lFlll-"' --'IEII trillrrrr - rrr lFll�"' rrrrr/ - - --'I %f/ iirl III"' r _ -II rr rr / 0 / EARTH ,II rrr r 0 r ROCK OR _ rr rr r EARTH o I o UNYIELDING C L N N SOIL ` E 0 o BEDDING - - MATERIAL I _ 31 MIN. 1/10 D 1/i16 O MIN. 1/10 0 _ - X D X BEDDING X D X BEDDING MATERIAL MATERIAL X D X '/" PER TOF H MIN. B"' MAY.24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. L5 D MIN. 1.5 X D MIN. 1.5 X D MIN. 1.5 x MIN.L f.5 x D MIN. 1.5 x D TOP OF FILL TOP OF0 FL TOP OF FILL x c rrr/ri rrrrrrr } _ - ' rrrr rrrrr : - - rr/rrr, rrrrrr •;::••• _ - •::r: • .•. - �'L1 r/rrrrr/rrrrr /rrrrrrrrrrrrr = - • rrr i� _ rr }i:;i:;i: - N __ ':?}ti ii rr :::•:•:vi: - riirr rrrr . r - rr - - '• r. ^ = ti'•}}:;::} rrr rr .}}' • n• • rr rr v .y,• � = rrrr/r.• rrrr rrr/rr/N/rrr r r /rrrrrrrrrr XrrrNrrrr rrirrrirrr rrrrrrrrii r O � :•:•:•::::. GROUND - R •'••}• , GRUND r .- = r//r/r.•rr d NrrrrrN o - {{r:• LINE 0 = : 1" 1•vj o ::GROUND o ) {:;{{::ti{' - _ :ti•.v:{•:•: - •' _LINE = 11 EARTH - II ROCK OR / / MIN. 1/10 O LF MN. 1/10 D X X BEDDING D MATERIAL 1 i"PEP SOILIELONG 1' F H X D X 0 •� MIN. 1/10'0 P. _,.. ^u�Ilrn�u��r:._ BEDDING EARTH MW. B", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERI& IN ACCORDANCE WITH SECT ON 302 OF THE ROAD AND BRIDGE EMBANKMENT NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, IN ACCORDANCE WITH SECTIONALFILL 302 OFT ERIAL THE ROAD AND BRIDGE SEECULVERTS ATION SEWERSFGEINERAL NOTES AND SPECIFICATIONS. ON SHEET 107.GO. ••:•r,r. REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAN AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 25 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. �VDST INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 10]Ot SEE STADARAD SL-1 FOR APPLICABLITY OF SAFETY SLABS. B STANDARD MH-1 NOTE, TOP OF MASONRY IS TO BE LEFT FRAME &COVER SUFFICIENTLY LOW TO Pi PROPER ADJUSTMENT E MORTAR OR COVER FRAME i0 GRADE BY THE USE OF MORTAR N BRICK M DIRECTED BY THE ENGINEER. ___ 31� 33M a- , ow M w SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK I CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1,2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 1 4.99 14 2.B 0.97D 4.541 15 3.1 0.9]0 4.803 18 1 3.4 1 0.970 1 5.285 T/ 1 4.0 1 1.173 1 032 INCREMENT 1 0.45 0.582 OBTAIN TRUE QUANNTES MG--, B 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANGLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD II THE COST OF FURNISHING AND RACING Al MATERIALS INCIDENTAL TO THE SHAPED - TO BE INCLUDED N THE BD PRICE FOR THE STRUCTURE REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROM AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 10801 IS-1 / r SHAPE TO % LLM EDTOPU IpEATION i TRANSITION BETWEEN \ PIPE DIMETERS WHEN DEFERENT SIZES OF PIPES ME 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 NVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHARING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO OLZM AT OR CLASS CII EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4' N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. SHAPE TO CONTOF PIPER I I I I I I •'• v- SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A A METHOD OF TREATMENT IN DROP INLETS \ SLOPE TO DRAM TO INVERT OF CURET RIPE I1 I 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 HAD OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES `V JOT SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEIEL 1 OF 1 REVISION DATE 302 06.0B VIRGINIA DEPARTMENT OF TRANSPORTATION CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCI& ENTRANCE 4 THE GROSS SLOPE SHALL BE 2% FOR A WIDTH OF 5 FEET. (RADIUS R 3 `F CI A -STKET APPROACH SAME SURFACING GENERAL NOTES SHOWN ONN PLL ANSSO In AS MAINLINE ROADWAY (SEE NOTE D I i. WHEN USED CONJUNCTION WITH STANDARD CG-3 (RADIUS BE OR ADJUSTED CURB TALE ON THIS STANDARD IS TO E ON NS If SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. (SEE i- MOTE SIDEWALK 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. - - - SDEWALH (( (SEE - - - - NOTE 51 rc I OPTIONAL UNPAVED SPACE EXPANSION JOINT 4 NOTE: WIDTH "B" T-O" OR AS �cP MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A PLAN VIEW MAINLINE ROADWAY SLOPE 10'PMASOLIC CURVE (ENTRANCE ONLY) EDGE OF PAVEMENT OR B% MAX. OPTION& FLOW LINE GRADE CHANCE MAINLINE ROADWAY 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE �Tl EXPANSION OMITTED IN THE ENTRANCE.) JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. ENTRANCE NOTES S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) D U 5. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REOUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS - - - _ NOTE 7) THE ENTRANCE. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE CRIME CHANGES _ MADE ELISTED IN THE &LOWABLE S _ D TM THESEVALUES ARE NOTT APPLICABLE TO CONNECTIONS. INTERSECTION NOTES 8, WHEN CG-111S USED FOR STREET CONNECTIONS, THE M CONSTRUCT GRADE CHANGES WITH A PMMOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VOT ROAD INCLUDI SECTION A - A SIGHT DISTANCE AND KE GN VALUE ARE UIREMENTS. STOPPING 9. OPTION& FLOWLINE MAY REQUIRE WARPING OF A -y 4' - PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE TIII'"I1II2 ACROSS THE INTERSECTION. B ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3\ • • V' (H.E.S.) CONCRETE n.-n.e • e SECTION C-C ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE FMAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD 5 3 % 6 % LOW LESS THAN 500 VPD 5 6 % 8 % NOTE: &LOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 CC-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES: AREA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CG2 OR CG-3 N LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE ABATER&S APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET 481 MAX RAMP t21 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE a6t MAX 7 WARNING SURFACE AND SHALL AP SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. T�q 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO ' THAT ADJOINING FLARED SIDES CM BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5, REQUIRED BARS ME TO BE NO,5 X 8" PLACED i'CENTER TO CENTER &ONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER IV,,". S. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. �xwmmg_*R 5' MIN 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED12� 1�BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SDEW&K IS EXISTING PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES FIRE TYPE B HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL vsv, �e'R' +<'• ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS., B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT rW _ THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1211 MAX PERPENDICULAR TO THE CURB. 51MN* Il Lllrll-T- 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNNC REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRUCK REFER TO STANOMD DER COMMERCIAL ENTRANCE (HEAVY q MIN TRUCK TRAFFIC] FOR CONCRETE DEPTH. T AT W, , 2" HIGHER THAN R\ EDGE OP PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH. AT W,.W, , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. TYPE C IL N ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGO &)A4' L U B AM C G N, IN 4'x HE4LANDINCCROSS AREA SHALL BE GOING INTO TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' ENDING AREA MAY INCLUDE THE GUTTER PAN. - TRUNCATED DOME ui 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4" C-C 'P CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --� d WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 a -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - - 0 0 0 O O O O O O O O O - 0 0 0 0 0 0 0 0 0 0 0 0 LNlOINC RAMP 0 0000 000 000 0 0 0 0 0 t o + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF BASF DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OP DI ETER -DETECTABLE WARNING d AT BACK OF CURB 0.9-1.4" I _ VARIABLE FULL WIDTH OF RAMP BOOR _ I SEE NOTE 12. I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 CG-12 p s MN 45 DOWELS.8" LONG PERMISSIBLE 1�] AT 12" C-C1 CONSTRUCTION 211 Mu_ _. 120 MAX B 12�1 MA% ,0 iv RAMP RAMP rGCF T1.1I rcrc reM cl A TRUNCATED DOMES SEE SHEET 10F 5 FOR DETAILS 5'-0" MN SHAPE TO MATCH FACE OF ROADWAY CURB LACK OF CURB 48 201 48 :1 z'MIN. SECTION A -A PERMISSIBLE x CONSTRUCTION _ .OINK N U • - SECTION B-B II II �` A 4 0, SH4, OF TNAVE CROSSWALK cuR BNNL RE PROVIDE NOTES FOR GENERAL NOTES ON THE OETECTMLE WARNING SURFACE. PERPExOICULAR M A WITMN THE MAMFI SEE SHEET IU 5. I' CROSSW0.N IAEA THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB IS LIMITED TO 15 FEET, REGARDLESS OF THE a'SXCA STRIP SLOPE. AT INTERSECTION s•9DEw&K TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET a•• CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 to 5 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07n6 WITHIN CROSSWALK LANDING <e:I MAX. DIAGONAL PLACEMENT SLOPE LANSING 4e1IMAX. A YOPE y CURB q MP% 5'MI. CROSSWALK 1zy1 z OR6S CONCRETE CURB WITH BUFFER STRIP WITHOUT BUFF CG-12 DETECTABLE WARNING SURFACE SREFEREN E REFERENCE ON TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-19Z5 OR EQUIVALENT) 3" CONCRETE COLLAR CRUSHED STONE BEDDING 5" DI CLEANOUT PLUG AT END OF LINE NOTE:CLEANOUTS IN PAVED OR CONCRETE SHALL BE TRAFFIC RATED. CLEANOUT DETAIL No Scale NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE 2. CONCRETE TO BE CLASS N F CAST N PLACE. 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3- (15" DEPTH) OR INCREASED AS MACH AS 3" (21" DEPTH) N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE IS" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 5, CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN N APPENOX A OF THE V00T ROAD DESIGN MANUAL, N THE SECTION ON GS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 D5 5022 WE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION R D s s s s • D D " D • D A D BE CONCRETE OF THE CONTRACTOR 4- R CG-2 BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISOR DATE SHEET 1 OF 201.01 CG-6 NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB It UTTER OF SUBBASE0 COURSES AND TMOLTHE DETHE PTTHH SLOPE THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF THE ROAD DESIGN MANUAL N THE SECTION ON CIS URBAN STANDARDS. TOM OF THE CURB AND MAY BE CONSTRUCTED L TO THE SLOPE OF :COURSES PROVIDED A COMBINATION 6" CURB AND GUTTER ROAD *0 BRIDGE STANDARDS REVISION DATE BEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 ICI EDGE EXPAVEMENT EDGE DETERMINED IN FELDI TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE -- - - - - - - - - - - - -- ------- COMPACTED SBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPM&T WIDENING LAYERS ® PROPOSED MINIMUM 1 Vx INCH THICK ASPH&T SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES.OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT 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 MANAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL HE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN &ONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAR 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I V2 INCHES AND REPLACED WITH AN ASPH&T SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FIN& 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. \VDOT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION P-L II U CRAIGW 1. KOTARSKI Lic, No. 0402048507 fn. 919120 M E CO CIOO N vi N C i E W E 7 0 M L _ m H a j U Do UJI J -M M M d U) NO V Z� wDO x O < 0C N Q U N N = U > � F 1 C o O1 N I_ M C zj- C:`H Ln (Y M 0 m F- W IW-I x U Q Z 0 U) > II D 0 a � U W Lu ��i.-Z Z UJ LULL10 0 Z Z Z U 000� U U U 2 22Z0 C 0 d W W W 2 C1. 0- d Q 0 U, (TONG W N O C) M N Go ^RN^O�i DATE 07 16 2019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE NA W J 1\J �//�\� V / W r Q O % 07 r QJ Z 1- QOU w W Q 2 Of J w Q w U �^ 00 r/ , WJ Q z O N O I` JOB NO. 42231 SHEET NO. C1.8 0 a (D N c r FF G0i L 3 c D: o OX 0, B U) D 0 a2 O C E a� C x O C D- � O G D (7 3(0 Z n C) D � n F y 0 2'§ '� 6 OF 7 y j IR " y x 0 D 6 5� `l N ° 0 9 0 0.2 c U M O IT m 10 a 0 � o u, (e a �N C O C p N nE F E L 1/8 BEND 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL NOTE - NO SWEATED FITTINGS DUAL SERVICE 1- TYPE -K- SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 35- MIN. "s STOP SAND OR DUST UNDER BOX AND SERER (2-INCH MINIMUM THICKNESS) FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRGATION SERVICES, OK_K- 2' FL / I" COMPRESSION x 3/$ MALE PIPE COUPLING OR APPROVED EQUAL O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID GRADE 4- DIAMETER DRAIN PIPE, 12' LONG STONE POCKET, VDOT SPEC. 203. NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 CRIMP AND ROLL END OF COPPER PIPING REMAINING COPPER PIPE TO BE VERTI SHUT-OFF CORPORATION STOP 42" MIN. 24" MIN. TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B TD-11 18" METER BOX 6" EXTENSION PIPE SLOT (2 PLACES) VER 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, TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". —� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LI 2' MIN SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 UNDISTURBED EARTH 2 - 3/4" DIA ALL -THREAD RODS..... A VALVE E, 24" MIN UNDISTURBED EARTH q�yy� SECTION ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED �— SOIL (TYP) PLAN A-3 CONCRETE MAIN NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE , vh 0'' 1 .,. II ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID z u Z N ----- � M.J. GATE VALVE WATER LINE Q I 2500 P.S.I. CONCRETE 8 c 2'x 2' BEARING AREA. THRUST BLOCK d - C d G 'a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 U CRAI(iW 1. KOTARSKI Lic. No. 0402048507 114 01n 9/ 8/ 20 M E 0 � o N Vi N C ;_ w vE w w 3 Q a o R: 0 LL - w�OL ' a j U J — yj M Ol d u) 0 V (D �: Q� O X U ) LL a cc a Ln = N = U > ILri - C o O N M n 'zj- � H vi 0 (7 2 H w Lu 2 U Q Z O U) Ce 0 0 01ONN w \O O \y, v N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J H� ,> V / W r Q O> r J j z LL Q O W W Q 2 J � w Uw`tz^ m v J WJ Q z O N O 0 a' > h L JOB NO. 42231 SHEET NO. C1.0 Lane Closure on a Two -Lane Roadway Using naggers (Figure TTC-23.1) AUTOZONE CHARLOTTESVILLE ALBEMARLE COUNTY, VA LANE CMP STORMWATER MANAGEMENT SYSTEM NOTES: 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOT TRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. S. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. 24" RISER til OUTLET STUB 4,_'0�. 3'-3- H41N. (RIGID PVMT.) i1N. (FLEX PVM FILTER (WHEN SP -INLET�STUB PLATE I 24" RISER INLET STUB-,'- 77'-0" PLAN VIEW 08.25" ORIFICE 0 INVERT WEIR PLATE DETAIL ORIFICE V-3" 08.25" ORIFICE 0 INVERT WEIR PLATE DETAIL (FUTURE) STUB ORIFICE 0 LLJ J j Z V) w �Z w O O a- 1n of O m 0_ <U I L) O- _ - Of U � cD FW- LLJ 0 W W N m W FQ Z a 3 Z -ALL 66" PIPE IS 16 GAUGE, Z 5" X 1" CORRUGATION, ALUMINIZED TYPE 2. -DASHED LINES INDICATES WE -USE NECESSARY CONNECTING BANDS. wa0 -ALL REINFORCEMENT SHALL MEET ASTM A998. 0 In CO In W m 2OF7 FUUNUAI IVN TYPICAL CROSS SECTION 1. ALL CORRUGATED METALPIPE CMP SHALL BETHE DIAMETER CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITHA J J Q -1 U Z DIAMETER (i") 8tantla tl8paeing H. IN) s (ft) c (ft) x (8) 24" 1.0 3.0 2.0 1.00 METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO M245 AN D/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO MMAND/OR ASTM B745. ALL RISERS AND STUBS ARE V) W (n 30° 1.25 3.75 2.0 1.00 16-GAUGE WITH A 2%' X %" CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE BURIAL DEPTH SHOWN ON THE PLANS. 2.ITSHALL BE THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENOES, PRIVATE LANDOWNERS, OR PUBLIC ROAD AUTHORITIES. 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITYOFTHE FLEXIBLE PIPE TO WITHSTAND ANTICIPATED LOADS. 4. PIPE BEDDING AND EMBEDMENT SHALL BESELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-I,A-2 ANDA-3 CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS. APPUCATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE �� W QO U = I U LLI J WQ (D Z< 0 W CO 0_, Q Q V) d W Z W Z 36' 1.5 4.5 2.0 1.00 42" 1.75 5.25 2.0 1.00 48" 2.0 6.0 2.0 1.00 54" 2.25 6.75 2.0 1.00 80' 2.5 7.5 2.0 1.00 66" 2.75 8.25 2.0 1.00 72 3.0 9.0 2.0 1.00 WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 2 INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC TO EUMINATETHE POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. 78' 3.0 9.5 2.0 1.00 84" 3.0 10.0 2.0 1.00 5. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR 90" 3.0 10.5 2.0 1.00 CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 260E THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 41NCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE 96" 3.0 11.0 2.0 1.00 MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 8INCHES AND COMPACTED TO A MINIMUM 90% AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 102" 3.0 11.5 2.0 1.25 INCHES OR ONE-THIRD OF THE PIPEDIAMETER, WHICHEVER ISLESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPEAMINIMUM DISTANCEOF ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 108" 3.0 12.0 2.0 1.25 6. PUBLISHED INSFALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE OFMANIFOLDSAND PARALLELPIPE RUNS:THE BACKFILL OPERATION SHALLCOMMENCE AND PROGRESS EVENLY ON BOTHSIDESOFTHE MANIFOLDAND ALONGSIDETHE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OFTHE PIPE RUNSAND TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE 15 AGAIN TAKEN TO ENSURE THE BACKFIWNG 15 DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP EVENLY AS WELL, AND EXFEN DED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH REGIONS OF THE PI PE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE Z 0 C, o) ^ 00 Lb m 114' 3.0 12.5 2.0 1.25 120' 3.0 13.0 2.0 1.25 126' 3.0 13.5 2.0 1.50 CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 132' 3.0#14. 2.0 1.507. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTILA MINIMUM OF 12INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAY BE USED.EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT 138' 3.0 2.0 1.50DUMP STONE DIRECTLY ON TO THE BED. 3 DF 7 144' 3.0 2.0 1.50 ACCESS RISER NOTES 1. THE ACCESS RISER DETAIL SHALL BE CONSIDERED CONCEPTUAL WITH THE INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND Access Riser Detail NOT BE BROUGHTTO BEAR DIRECTLY ON THE RISER PIPE. FINISHED GRADE MANHOLE FRAME 2. ALL RISERS SHALL BE FIELD CUTTO THE ELEVATION NEEDED TO ( & COVER `CONCRETE FLAT TOP ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE A SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE. 4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 HIGHWAY TRUCK LOADING. - 5. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND THEIR BACKFILL MATERIAL FITTINGS/STUBS ARE SUBJECT TO REINFORCEMENT CONSIDERATIONS IN (AS SPECIFIED) ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTS ARE DEPENDENT ON THE MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAYBE NEGATED BY OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. 6. STUBS FOR RISERS AND IN GENERALARE DETERMINED BY THE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS. Table 1. TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT NOTES Temporary Minimum Cover for 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT Construction Equipment ADDITIONAL TEMPORARY COVER MAY BE REQUIRED TO ACCOMMODATE CONSTRUCTION EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH TABLE 1. 2. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED AT THE PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVER TIME. CLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAYBE UNSUITABLE FOR THESE PURPOSES UNLESS PROPERLY LOCKED -IN PLACE OR CONFINED WITH A BINDER MATERIAL - STANDARD CONNECTING BAND NOTES 1. PIPE ENDS SHALL BE REROLLED TO FORM AN ANNULAR 2WXA' CORRUGATION WITH SUFFICIENT CORRUGATIONSTO ACCOMMODATE THE MINIMUM WIDTH OF A FULLY CORRUGATED CONNECTING BAND. 2. FULLYCORRUGATED CONNECTING RANDTHICKNESS SHALL BE IN ACCORDANCE WITH TABLE Z AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE DIAMETERS UP TO AND INCLUDING 96INCHES, AND A MINIMUM WIDTH OF 24 INCHES THEREAFTER. 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLYCORRUGATED CONNECTING BANDS, 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE W THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM D1056, AND SHALL COMPLETELY UNDERLIE THE CONNECTING BAND. S. ALL JOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH Rpe Dla. !.Arnim Cover(R) for Indime Adeloads (Ini 1&SOM 5075k1 s7&110k1 11P50a1 12-C 2.0 2-53.01 10 49-72 10 1 3.0 1 1 1 4.0 7&1W 10 1 15 1 4.0 1AO 12r1im 15 Co 1 4s 1 AS CMP RISER Table 2. Standard Connecting Band Thickness Pipe Thldmeu Mlnlmum BandThIcow= 16gs 0.064' 18p 0.05r Up 0.079- lase Dosr up a.Wr lase 0.05r 10ga 0.2r Hip 0.064^ age GAW 14ge 0.079- SECTION 9 OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED Standard Lug Connector FOR JOINTS SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE AS WELL AS SILTTIGHT PERFORMANCE. IN LIEU OFA GASKET AGEOTEXTILE Detail CONNECTING BAND WRAP SHALL BE CONSIDERED SUFFICIENTTO MECTSILT TIGHT JOINT (WHEN SPECIFIED) PERFORMANCE. GASKETS SHALL NOT BE REQUIRED FOR PERFORATED PIPE SYSTEMS AND JOINTS SPECIFIED TO MEETSOILTIGHT REQUIREMENTS. GASKET 6. CONNECTING BANDS FOR 12THROUGH 48-INCH DIAMETER PIPE SHALL BEA (WHEN SPECIFIED) ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH 964NCH DIAMETER PIPE SHALL BE A TWO-PIECE RAND. CONNECTING RANDS FOR 102 THROUGH 14 INCH DIAMETER PIPE SHALL BE ATHREE-PIECE BAND. 7. CONNECTING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE CORRUGATED METAL PIPE Small Inherent CORRUGATED METAL PIPE MATERIAL Gap BULKHEAD D ETAI L -(2) REQUIRED - 3/8" Neoprene Gasket (12" Wide) THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. E BULKHEAD FLAT PLATE) GAUGE REINFORCING MEMBER (3" x 3" x J' ANGLE) 2*-0" (2) TYPICAL SPACING �66" DIAMETER SECTION A -A REINFORCING (3" x 3" �2" A66" DIAMETER 2'-0' SPACING I MEMBER ANGLE) TYPICAL ELEVATION VIEW �12"� Standard Hardware (Typ.) ELEVATION VIEW PLATE BULKHEAD (}j' FLAT PLATE) (3) GAUGE `- 12" Standard Hardware (Typ.) 0 0 0 0 12" Wide Band SECTION VIEW Standard Hardware 12" Gasket -Dimensions are subject to manufacturing tolerances. -Band and Hardware shall be galvanized and in conformance with ASTM A760 unless otherwise noted. -Flat gasket shall be in accordance REVISIONS with ASTM D1056. -ALL 66" PIPE IS 16 GAUGE, 5' X 1" CORRUGATION, ALUMINIZED TYPE 2. -DASHED LINES INDICATES WELD. -USE NECESSARY CONNECTING BANDS. -ALL REINFORCEMENT SHALL MEET ASTM A998. 1 1 1 4/7/1 1 IJDSI 1J4" x i r2" X "STAR ly2" X 1J¢" X J;4 LLJ J j Z_ N W�vi I Z W O Z) O- Ln Qo U d = UJ U LLI O'LO I_ 0W W Nm W OQ Q m 0 4 OF 7 LLJ J > Z V) w 1= Z w o � a (n QOU U 0- = la U� C LLJ 0Ld W W N CO W Z) gQ II 0 5 OF 7 18" ISOMETRIC VIEW L NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT Be SPACING FROM THE PIPE WALL. 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72". 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30". VE ENTERPRISES INC. 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19'-10-. U 6.) STANDARD FINISH: GALVANIZED PAINT. 12" WIDE BAND m Drawing Number. A0137b LANE ENTERPRISES, INC. STANDARD DETAIL Page Number: 7 OF 7 - Date Drawn: 4/2/08 BEALETON STANDARD STEEL LADDER - IG NO. PAGE DATE A0269 6 OF 09/30/05 Drawn By: JCH = as ar avoa OV3HY avoa �! 3NV1 3ND av3HV - �T SdRUS - 3TBNna d0IS Ol --- _----- -T �- ® G20-2 (V) 038Vd38d - 38 z ow --�T mm 500± 1� 0e 1� O O NOI1tl1S 213'JJtll3 0 50' - 100' 0 O o SEE NOTE 4 + 009 Xa0M avoa ON3 PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) 1: Revision 1- 4/1/2015 O 0 0 0 0 O l t 80' - 12V SHADOW VEHICLE REQUIRED SEE NOTE 4 50' -10D' FLAGGER STATION SEE NOTE 2 SEE NOTE o � W20-7 z y SEE NOTE 1 BE PREPARED W3-4 SEE TO STDP SEE NOTE 9 NOTE1 RUMBLE 1 W20-V26 STRIPS SEE NOTE I�1 SEE AHEAD NOTE 1' ONE LANE W20-4 ROAD SEE AHEAD NOTE 1 ROAD WORK W20-1 AHEAD Typical Traffic Control Lane Closure on a Two -Lane Roadway UsingFlaggers (Figure TTC-23.1) Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphicflagger symbol sign to the Jagger. Option: 3. Where Right-of-Wav or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. All Baggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be based on the posted speed and the values in Table 6H-4 on Page 6H-6.1 7. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. lion: 8. A supplemental flagger may be required in this area to give advance warning of the operation ahead by slowing approachingtraffic affic prior to reaching the flagger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if used the portable temporary rumble strips (P7RS)T, should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary tra,�c control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). lion: 12. Cones ma be eliminated when using a pilot vehicle operation or when the total roadway width is 20 Y B P P Y feet or less. 13. For low -volume situations with _short work zones on straight roadways -where the flagger is visible to Standard:' 14. When approved for use, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W3-4) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20-V26) sign shall also be utilized. Posted S eed 0- 35 mph 36 - 55 m h PTRS Spacing Center to Center 5 Feet 8 Feet l: Revision 1- 4/1/2015 MAINTENANCE OF TRAFFIC NOTES AND DETAIL No Scale 0-1`15 U CRAIGW 1. KOTARSKI Lic. No. 0402048507 fn. 9/ B120 CD E O 01 O N Vi N C > E W v E L x - I. QU. i 0 Is. O Luu 0 ' a j U 00 J - Lu Iti d U) 0 V z LU WM X < C ai Q n = v N = U > U1 F C Lo o O N CU M tL Uo OY M O x (7 H w w_ x U Q Z O LA > O a � ti U W uNJ ���Z Z LLJ QJ W O 0 Z Z Z U 000� U U U Z ZZZOU OOOW UUUa www2 Q-aa0 Z Z Z U) 000U, W W W 0 K�CLn 0 0 N N UU N O O ^1N14 ^a�i DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A LU J H� �>�/� V/ W Q p> J r J cl. z Ira" Q U LLI w Q 2 J � L.LI Q Uw_ m WJ Q z O N O JOB NO. 42231 SHEET NO. C1.D 0 5 a r 0 L 3 a D 7 MO MCC CL 2In 12 Z do a� 0 c m -S c m L o ar c LY M (7 Z Z Ol C) � n F- o .- 0 &.5 o G. m m 7 y J 49 N X C N O 0 16 d N m C 49 EO U m of a 0 c M:2 a 2 afi C �N m c C o C m 0 TIE F- E L / A� ASPHALT PAIIXNr PARCEL ID: 061WO-01-0A-005A0 UOP-64' LANDS N/F CHAXU INC. P RGEL ID: 061W0-01-0A-00200 D$. 2614, PG. 0l3 ^ Ci I USE: HOTEL / P-53° I I II p7r II LAMS N/F ADRENALINE SPORTS LLC / \ / I STORY ,fir / / I SS D$. 2244, PG. 354 MASONRY C/ T-66" I I TC II I I USE: RETAIL I LIS / BUILDI / / 463.75' ! 466.2T I TC 1 T-3° l _ _�cuRD _ s �I� 467.57'CONHIGHWAY COMMERCIAL ZONE / / d Q = �_--� - ._� _ _ _ -3-�6 = �_ _ _ _ // / \ rAwr C-1 COMMERCIAL ZONE / ' P 5 ° - -' _ �A TC \ 46813 5 X GND \ \ - - // / / / 206 464.50' y/\ 466.57' TC 69.36' CONC. ��Iy / l GRASS' /' // - - - \ \ TC .' \ \ ° \ \ 8.85' v69 LIS PAY£D Itl I I / r r ^^466.00' t�I, / \ _ TC / PASPHALT AWXNT 205 I F \ 470.15' PARCEL ID: 0Fi1WO-01-OA-00400 ` - / 11 I / HAULT1 \ TIC .v,a: 44�� TC G6,. \ LANDS N/F SHEOU-JONG GHIANG t YUN LI / ',III 1� .i / a 464.14' \ 465.29' PVMT ° RAFFIC I] 465 98 TC \ TC D.B. 1548, PG. 03-1 / I / \ 47 465 32' 467.29' R 468.66' TC USE: RETAIL / I IULro" 8" ROOF DRAIN b� CLEAN LIT (TYP) \,� \ \ 467.40' _SAN PVMr No SAN RD1 \ \ ' 204 TC 463 _ 465.3T! TC 40'WIDE GA5 MAIN EASEMENT I 1 / 465.10'C' G 466.06' \466.14' \ \ '� PER D.B. 411, PG. 34'I // /I 1 I� 1 Ij / - - - _. c ° 6 a. TC a TC ° n a _-e- a o _ o _ _ e _ �\ 466.80' \ \ �'� 467.45' / TC TC rn 6" PVC ROOF DRAIN FFE=465.70' \ 1 467.79' M TC SWK AWAASPHALT 463.55' I \ PAMNFNT / // / / /to a da- 466.38' l- TC G 1 - \ 467.79' 4s6.12 1 203 I TC / GRAS \ ` 41, 467.00' o 4a / / \ AREA / 466.101 I/// / / / v RESERV PROPOSED I All TC / ASPHALT FOR d as5sa' PAMMCNT GAS MAIN EASEMENT / / //j� / FUTURE ' BENCHMAW AUTOZONE a. °.a ° I \ /h •�. / PER D$. 1694, PG. 113 / f / / / / Lo / MAG NAIL I _ DEVELOPMEaT ELEV-461.45 1STORY 1 Tc I TC I 1 / FIFE = 465.7g1 465.91' 465.42' 1 \ /,�. // \ I STORY I i / �X GND MASONRY BUILDING / �� `)// � w /l ' I °I � � I 467.00'\ 4 / APPROXIMATE rn TC °a' LOCATION OF / ; / / D ro \ C467 Y / GAS LINES. / / X/ Z G ° TC 06' TC Tc 464.99' 465.11' 465.44' 1 466ITC I /�/ 4 / it /' 463.50' as -° ea. .e :49 ..ti.a: I I 463.70 /' ' / II TC °° /' 463:64' ° TG ° ° a -,° 462.56' TC d. -' 464.86' ° - p m ..I i \ TC \ 11 24"A6QtESS141SER 202 L 465.86' 30 /// I W/V OTMH!1,TYP. 463.53', Jd /to v /c // 1 TC PVMT TC PVMT PVMT 1 B \ TC \ I /'\\ , '466 /3 / / o / co / G / 463.89' 464.15' 464.34' 464.67' 1 / I 4p i. G 1 [n 463.39' TC h GRASS / I 02 o rn z SWIM A asa.ls' 3 I TC / ASPHALT i7LF OF 66" CMP - 4s�s / /"( qeMART PAMAEA'r / II I / \/ \ TC / 464 I 1 sT 4sss / 1 I / \ \ \ \ 87 I 1 465.3 465.58' / SAN. Mfl[sAN - 6 1 RIN=46664 / II % vAGANruw\ WEIR (a) dvv=444.t+ \ / n \ PLATE �G 462 70' 401 - " S N -1- 8" §AN - / SA s 111 3 O vnuiT _ _ 8" SAN S N .� 6 S @) sAx AN !vY ,S -� - - - f 8" 5 I I (O 1 RRF-46S11 (e) mv=46D.e4 I I (b) my=4sl.n III I 1 / Pat , \ \ \ , \ \ \ 462.5o 462 463 Tc I /GRASS / �p`\ 111 POLE \ \ I 1 464.73' I `. ,/ ) 1 \ \ \ - - I 1 \ V HP- HP- - OHP /- OHF �- OHP- - �OHP- - OHA OHP- 6H r - OHP�- HP- \ \OHP 10„W UC. WA R qK PFR NARNg 1J70' D.\) 10 \ \ \ 10"vim _ _ 0„' / - - �Rs�rzuaN NH 10, w w 1 'W 1 IN 46007 4as.4e c m 211, RGP G WALR \ ` 5 MH G �_ __ _ VRASS_____-_- - - = O \ - - � TQRM MH aWC. a.WBWTTjEd --a3-aka-- =I° � __ IYAU�Tib \ � I- �T/' - - CR / I � \ \ 64 CWW am CUIlfR1TtR 3 Ag5 PORTION OF 10" DIP TO BE Q0/ ya b�O / a � 6Q RELOCATED BENEATH PROPOSED / ' 0. / �� /A P \ STORM PIPE. SEE SHEET C2.0 FOR PROFILE. 40'WIDE UTILITY EA5EM,lENT / PER D.B. 411 PG. 12 L StNOLE TRAIIJ Al�A U.S. ROUITE-29 VARIABLE RIGHT40E-WAY ' 59,000 ADT - SPEEDS LIMIT 45 MP CDC- CURB - - - - - - - - - - L--------. GRASS CRASS - L - .-Gyg = _ _ _ - GRASS MEDAN MEDIAN - - - - _ _ _ - b = _ _ = MEDIAN 8" GRASS G-- - -_ MEDIAN -- - G- - Ps L S Ip. U CRAIGW 1. KGFARSKI Lic. No. 0402048507 fn. 9/ 8/ 20 a � ti U W w �tiV-1 z W W W 0 O U 000it � 2 2 Z 000w2 W W W 2 aaa0 000ul Q. W LL, U 0 0 N CN W N O O ^1N^O\i In DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' J w Q J a W 0 > c� Q z Z 0 QO Lu U Q °6 W vl ^ m wQ Z z Q 0 N 0 D Q 0 c a ig tT L SCALE 1 "=20' 0 20' 40' JOB NO. 42231 SHEET NO. C1.1 2� ^^O� V Al gee A PARCEL ID: 061WO-01-0A-005A0 LANDS N/F CHIAXU INC. O ^ D.B. 2614, PCs. 013 ,Z V USE: HOTEL / I STORYV / MASONRY v`S / EMJILDI 1+ HIGHWAY COMMERCIAL ZONE / C-1 COMMERCIAL ZONE II / GR� ; I PAWD / 'v PARCEL ID: D61WO-01-OA-00400 '��1III tAuulLANDS \ N/F HEOU-J , PGCHIANG 4 YUN LI 031 USE: RETAIL II 40VIDE GAS MAIN EASEMENT PER D.B. 411, PG. 341 / ASPHALT / PAVEMENT/ RRZR1CiR / WASS / GAS MAIN EASEMENT PER D.B. 1694, PG. 113 STORT' MASONRY BUILDING APPROXIMATE LOCATION OF GAS LINES. / GRASS T-45' D z / / / TIE TO 5 // EXISTING GAS LINE P-64" uF / ASPHALT PAVEMENT PARCEL ID: 06IWO-01-OA-00200 P-51" II CRASS II LANDS N/F ADRENALINE SPORTS LLC D.B. 2244, PG. 354 7-66" I II USE: RETAIL11 CahG _ ASPHALT �� --- _ -- _-------- -- — / �� PAW10T LA T-J6 /s / / / 2 L/ 205' / 3 I PROPOSED 5 �J GAS SERVICE � G 201 G to / GRASS Z �I % / A 102 103 / 0 / PAVEMENT/II / / i \ \ SIN MH G 9 GRASS AREA RESERVED FOR FUTURE DEVELOPMENT SAN SAN G— a .-• m- a. GAS METER ELECTRIC METER 4" SANITARY 4" SANITARY SEWER LINE STUB -OUT PVC SDR 26 - FOR FUTURE Im CONNECTION WATER LINE PROPOSED BENCHMAW, AUTOZONE 1" TYPE K COPPER MAG NAIL 6,964 SF ° ELEV=461.465 1 STORY -- d° V WATER LINE STUB -OUT FOR FUTURE CONNECTION ° d WATERLINE 1" TYPE K COPPER n d° ° 4 4 d i.r 45° 450 BEND BEND *- /- 90° BEND 11 45° BEND ---- -- RIM=45QW - - GRASS - - -t - - (a) RNv =N4 u j ^ � VACANT unun (6f INV=44474 / / \ \ L� 401 Z/�r A-A(J —VAULT __ 8„ N — - �- 8" SAN — — f SANJE- ORA N8SAN402STUB GAS° / 101 P(Af / \5 \ \ GRASS T / \ PO \\ 1n WM — HP—� OHS— - �— O :P — OHP— — - OHP - - OH� OHP —� 10' W - 10„�uc. w urvevE MAmaui ro n.L 10 W 1 W 1' CORP STOP 1 10� 10"W / ALf W. WALK GRASS / / MAT / --------- -- -=-G S5-- \ TRAFFIC / — _— --- VAULTO / / O 10" GATE VALVE INSTALLO — — — — — — caNc 0 W77 _ -`-'— — _ = _ _ _ _ _ _ / PRIOR TO WATER MAIN 100-------------- RELOCATION (SEE NOTES) ass STORM PIPE. PORTION OF 10" DIP TO BE PROPOSED SANITARY TO TIE TO EXISTING STUB. CONT LOCATE AND VERIFY LOCATION AND INVERT OF TIE IN. COORDINATE WITH EN I R PRrM TO ANY SANITARY CONSTRUCTION. 40VIDE UTILITY EASEMENT PER D.B. 411, PCs. 12 S]EM INOLE TRAIL AKA U.S. ROUTE 29 (VARIABLE RIGHT—OF—WAY) 59,000 ADT — SPEED LIMIT 45 -- �4C.0====______— CRA55 1 _ _ _ _ = MEDIAN CRASS — G — .- MEDIAN G -_ CRASS MEDIAN / X t 30 S/ s SAN MH PoM=46S. / \ \ (a) INV=460.84 (b) INV=461.79 HP— EXISTING HYDRANT ASPHALT PAVEMENT Q Q, / O, // / ASPHALT ti/ PAVEMENT wqell- Czj 41 / co C)/- / / \\ \ 111 NOTES: 1. CONTRACTOR SHALL COORDINATE WITH ACSA PRIOR TO THE START OF CONSTRUCTION ON THE RELOCATION OF D THE EXIST. 10" DIP WATER MAIN. 2. TEST PITS TO BE PERFORMED TO CONFIRM DEPTH OF 10" GRASS MEDIAN DIP WATER MAIN. 3. CONTRACTOR SHALL COORDINATE WITH PET SUPPLY PLUS PRIOR TO THE INSTALLATION OF THE 10" GATE VALVE. 4. CONTRACTOR SHALL REFER TO ACSA CONSTRUCTION STANDARDS AND DETAILS ACCORDINGLY. 5. SOME OF THIS WORK OVERLAPS WITH THE GAS EASEMENT WHICH CONTAINS MULTIPLE LARGE, HIGH PRESSURE GAS LINES. CONTRACTOR TO COORDINATE ANY WORK WITHIN GAS EASEMENT WITH CHARLOTTESVILLE GAS. STORM PIPE 101 IS PROPOSED TO CROSS UNDER AN EXISTING 8" GAS LINE. CONTRACTOR TO LOCATE AND CONFIRM DEPTH OF THIS EXISTING GAS LINE PRIOR TO CONSTRUCTION OF STORM SEWER. LsiLT1 Ip. p U CRAIGW.1. KOTAR.SKI Lic. No. 0402048507 fn. 9/ 8/ 20 M E O O Ol U N Vi N C > E W E < L"L p LL °ram a j U .0 M O� a U) o v (DLuP3� �x �O�c Q 6 v _ N = U > F C � o O1 N � M 00 a� �H Ln O x D m 0 W 2 U Q z O U) ce 0 a � ti U W ui z W W W 0 p z Z U 00� > U 8' U 2 OOOUL2 w U01 R � d p 000� WWWCI OPONO W N O O \yMN-C ^NN^O\i DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' 159 L SCALE 1 "=20' 0 20' 40' JOB NO. 42231 SHEET NO. C1.2 CY.I41 400 HEIGHT OF OBJECT = 3. FT SURFACED DATA SURFACE DATA 280'SIGHT DIST gNCE (FROM IS) (FROM SURVEY) HEIGHT OF 475 _ LEA EYE = 3.5 FT 475 183' SI= HEIGHT F \ HT DISTq OBJE CT = 3.5 T 470 \ NC E' RIGHT 470 (STING GRADE \ 465 465 FINISHED GRADE' EXISTING 460 GRADE 460 455 455 1 9+50 10+00 11+00 12+00 13+00 WESTFIELD PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 14+00 15+00 - - - - - / tLL �o*oo�+_ 10+50 9ti \ LD ROAD \� \ Y 14�5(�4�} 1s —,_-- - FEET PU� C RIGH J y��1p� _ I 24 ADT - SPEED LIMIT 26 MPH 12+0 i I` I\ \ I / i I / I I / I I / I / r 1 \ ®I a/iT/ / \iL —►afie- / ��� / / / �.Q6A . nfi2� %c \ 0 50 PROFILE SCALE \++ SCALE 1"=40' l� 0 40' 80' t%.L.-FI Q W U CRAIG'W. J. KOTARSKI Lic. No. 0402048507 ,�,, 9/ B/ 20 et M E O O Ol U N Vi N C Q O > E w a E w w 3 Q a o o U. w�OL ' a j U s J — uj M a Ol Lu cc" v z�P3mr x O n < CC 04 v _ N = U > � Q C o O1 N co � M n � �H z O a ti UIn If W w � � Z z w w w 0 O � U 000it > U U U 2 � 2 2 Z OOOW2 www2 aaao ti 000� j j Cl. WWWCI C4 (X z N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE AS SHOWN W J I —I W w LL 0;0 cj� J z W Q O —i Q ULn WJ W m Q Q Z O N � 0 JOB NO. 42231 SHEET NO. C2.2 ig 159 L 2� U\Qy O=<4 ti Q' PARCEL ID: 061WO-01-OA-005A0 >co LANDS N/F CHAXU INC. S DB. 2614, PG. 013' .Z U USE: HOTEL / 15TORY / MASONRY / BUILDI HIGHWAY COMMERCIAL ZONE / \. -� T-3" C-1 COMMERCIAL ZONE aas cavc PAYED / PARCEL ID: 061WO-01-0A-00400 LANDS NAP SHEOU-JONG CHIANG 4 YUN LI / USE: RETAIL 40'WIDE GAS MAIN EASEMENT ! I / A PER DB. 411, PCs. 341 / i ASPHALT / PAVEMENT / GRASS GAS MAIN EASEMENT PER DB. 1694, PCs. 113 I STORY MA50NRY BUILDING D Z / 0 0/ // SWM FACILITY EASEMENT DEED BOOK: 5382 C PAGE: 429-437 / III GR S ASPHALT // All vAUtT, r T P-64' d GRASS AREA RESERVED FOR FUTURE DEVELOPMENT WIN /iASFWAET PAMOT 'I \ PARCEL ID: O61WO-01-OA-00200 P-51' I WA33 II LANDS N/F ADRENALINE SPORTS LLC i r D.B. 2244, PG. 354 T-66' II II USE: RETAIL CONC, CURB S `II CCHC. CURB I / // \v PASPHALT AWXNT LA L/S T-36" /s PROPOSED BENGHMAPoC AUTOZONE a MAG NAIL 6,964 SF ELEv=46L45� 1 STORY . d 40 ° d ° d , d d ° d d '. 1r ----------- — — ---- — — — — - / VACANT ,UIUFY / O VAULT GRASS f „SAN — 8" SAN II — B.,S 6„S N �S L 20' \ — — f 8" N — — — — f 8" SAN — — G1 \ T /CRASS _ HP— O O OHP— lt OHP— — — OHF - 10" uc. wam ME PER Mamour nD' DO 10 W w 10 W 10„ 1 'W 1 ' —CON G WAU — CRASS ' MAT D 0AULT MR-8 WJ p1iiEN — — — = _ _ _ _ _ _ —---------- —----C�'6.JVALLf----C,' 13 J 40'WIDE UTILITY EASEMENT PER DB. 411, PG. 12 SEMINOLE TRAIL AKA U.S. ROUTE 29 (VARIABLE RIGHT—OF—WAY) 59,000 ADT — SPEED LIMIT 45 MPH — — MEDAN MASS P CRASS - — G-- — o ADMAN — G-- — G G /i7 la' co /A= HP— — — — q L/s � // lr PAgWT AYfMENT / MED�- Y'.-s'11� U CRAIGW.1. KGFARSKI Lic. No. 0402048507 fn. 9/ 8/ 20 M E O O Ol U N Vi N C > E ai E w 3 LL � LL oo O L i Q j U smo Z w —in O coLu d dN,. (D z0P3� v 2 a4 of (6" O 222� = c N Z W W W O ~ cL^ .�>. 0U 2 o N U00it U av 22ZU co > > > OOOW2 www2 R � d Q O OOOW x In cn cn j j d WWWCI H O O O > \ O O W x Q Q co z 0 DATE U) 0 0711612019 DRAWN BY A. FONTAINE Y • DESIGNED BY • A. ALLISON • CHECKED BY C. KOTARSKI • SCALE 1 "=20' J i ZQ w Z 0; W J z ��w//) O < Q u W W E2 LL U�w W m wQ z O o N ''P— ^ O VJ D Q s 5 a 159 L SCALE 1 "=20' 0 20' 40' JOB NO. 42231 SHEET NO. C2.3 NOTE: PER THE GEOTECHNICAL REPORT, EXISTING ASPHALT PAVEMENT SHOULD BE REMOVED AND HAULED OFF SITE. ABANDONED BURIED UTILITIES AND UTILITY TRENCH BACKFILLS SHOULD ALSO BE REMOVED. SPECIAL ATTENTION SHOULD BE GIVEN TO REMOVE ANY VO REMNANTS OF THE PREVIOUS RESTAURANT BUILDING, INCLUDING U^Q� FOUNDATIONS, UNDERGROUND UTILITIES, GREASE TRAP, AND /OR / � tiO=� OTHER PREVIOUS CONSTRUCTION THAT WAS NOT REMOVED DURING / / PSPHALTr � Q QU\ev THE PREVIOUS DEMOLITION ACTIVITIES OR INDICATED BELOW. O � (V A. PARCEL ID: 0611110-0I-OA-005AO (.GO� P-64' LANDS N/F CHAXU INC. RGEL ID: 061W0-0I-0A-00200 D.B. 2614, PCs. 013 S G P I I I LA S \ / USE: HOTEL / fr / / P II GRASS N/F ADRENALINE SPORTS LLC 1 5TORY I I D.B. 2244, PCs. 354 / MASONRY �� T-66" I I II II 1 USE: RETAIL / I� LA / BUILDI /of'� ' / —---_ _ -- —L=— CONE _LVI� HIGHWAY COMMERCIAL ZONE / T-3' l _Q r' _ — —" — s �� \ \ — \ / — — — _ /� \ ASPHALT / —� — _-- � � // / / PAVEMENT — L/S \ \ C-1 COMMERCIAL ZONE T-33 - ASPHALT _ _ / ' \ 'Kv ' ' r- ° 1) Qs LRA / . 2 T-6° . ' / - cave �I I /' / — _ �.'�.'.��.'.-�.'.'.�.�.'-'- �.� .'.-_.-.�.'.'.-�. � - -.' .9.-�.-.' PAVED / / T ,�, ..�.`.. '-\ .'..'.-.'.'.'. �� .. �.'.".'.'.'.'.'.'.'.'., .'.' . .. .'.-.'.'.\. // ASPHALT PAWMT / �.. . PARCEL ID: 0611ll0-01-0A-00400 AMT i ' . '. \ . - ' . ' - ' . - ' . ' REMOVE' ' . LANDSN/F SHEOU-JONGCHIANG4YUNL1 e / / \.-.'.'.'.'.CONCRETE. D.E. 1546, PG. 031 / 1 I I / / ♦ / . \ .. I ; aLILT4 \' . ' .PAD ' . ' PAi'2LEL' 1DA 0bIW0-nil= USE: RETAIL / I' I / / \: 1 / r / _ . P '_ .LANDS NtF_ UNFVER.�IT'f.OF'VIRGINfA.�OUNDATIQN. .� - � t / REMOVE D.B:- 32%, PCs. 51.4 . \ ' . ' - ' . ' .. ' . ..N. ASPHALT. /\\'. TREES REMOVE ' .hy9 40VIDE GAS MAIN EASEMENT RW PER D.B. 411, Pl. 341 'CONCRETE -' � \'.'.'. SAWCUT 1 LYYYG - - . \ . O gAg \• .' . . T.3'.' .' / AASPxxur / ✓ / �\ ; .' '.' ':; .-. _ \• `3 (3)T3 fff 44 T-9 ' /l / PAVEMENT/ ,� / / \---I.'.'.'.'.'.l-�'.'.'.'.'1.'T:6 rrrAs /coss / - d62_.... (.'. . . .�.'.'. .'.'. T_9'. r ASPHALT 6RA59 1 PAVEMHVT GAS MAIN EASEMENT // / / / 1 / .-.BENCNMAPoC-.' - .'.1.'.-..'.'.-. - 'I -F.-.'.'-'_._. / PER DB. 1694, PG. 113 / / / / I / -'ELV= EV-.4 /46L45.- . ..... ... .'. / SAWCUT ISTORY ..-..'.-.IPAi�I&Ni MASONRYBIIILDING_..'..-. \\ ,�� Lags T-45"i� // I /'-.{'i.''.-:\-1,..-.'.'../ Q 45 HOLL x'tr mr. ' .. A _ITAR SE H /� 11/ SAN. MH / . . ' REMOV�VAMT AND TO REMAIN 01 '/I (o) MV6=6444.14 / f � / \ i- \ vAc�wT umlT� ABANDON VtIATlE T '.l' '-' T .I. (n) INV -4u.14 / `` i �\ \ U GRASS \ . . . . ' SERVICEAT MAIN ' . ' '. - L '. .. _ �_� SA (b) e I I 1 (c) INV=449.34(c) II / k0 VAULT � — f 8" SAN — =. f 8" SAN . _. �_ . -81 S N �_ . �. �. —. 8. SPAN - - ' 91AN_ -. 1 _ _ _ _ SAN. MH 1 \ \ — _ T( pH —�. 8'S rp f 8"SAL� J .1..'.'.'.` — — / PORTION OF 10" WATER b1AIN "BHT . ' . ' +64.6T Po) INV-- 6 / \ c \ TO BE RELOCATED FOR Y . P�4ELQ4i . ' a REMOVE / U INV 466.64 I NOTE: / , (°) "V'A' �II 1 ACSA WILL SALVAGE THE EXISTING WATER METER. ci INLET- ' '.. i \ / \ ,PROPOSED STORM PIPE ' :1 '- 1 cvas \p a 04 \ , — / WA \ PaE s REMaV PIPE slaw Mx F .' i s / \ E\ i \ \g \-- \\ VA.TGRASSJ 138.SF _ .'''� -J''' !'./ PEO �� 1 1 O"„— , OHP /-- 0 OH�F \ `�T 1 O Ua OWAlER LINE PER MA•PNW )0' a.l. _ .SOH!\ — —4 A �'_\ - .OHP - ' . ' — :OHP 1. . ' — '.--r O P 1 O,% ' / °d— HP— HP— \ \OHQ \\ STORM MH `\ 10"W /i� / 8 �\ \�u=466.49 / 21"�P TCQVC WALK_ _ — _—_—�—_ �r �`\S MH MAT Y -__ _ --- �__-_ �---- _ \ manic �z44- ------- — GRas mu= \ --- L. �rvr� o . / OT STORM MH CpIG IVR WjTjpt �' '=tea•= <_<� — VAULT (a) INV=45J.fi2� \ c RIM-45S61 j —. _ _ — — — — — _ (6) MV=4516 c / WV=451.34 — — — —/ — — — — — — — — L = _ = i _ate— ai^ rsP ---- °)� _ -- — �v�WAU• -4 � CtW .a �To� aoN REMOVE aye a \ CONCRETE CURB AND GUTTER / 40VIDE UTILITY EA50eNT / PER DB. 411 PG. 12 L' , T -NOLE TRAIL o AT�A U.S. ROUE T- ' ' VARIABLE RIGHT40E-WAY 59,00 ADT - SPEED/ LIMIT 45 Mptl z --�_— — _ _ — _ _ _ — — AWN MEDIAN GRASS MEDIAN R" GRASS — G— — MUM -- G--_- _ SCALE 1 "=20' 0 20' 40' (-5 1 Q CR A'(G'W. 3. KOTARSK[ Lic, No. 040204850T 9/ 8/ 20 r{4� K r� OJNAL �;'A' M E O O rn � N Vi N C > E w vE LL t 3 oa o w� Lu ' Q _j U W J—� rti a Lu o v zLuP3� �x � j < 0 a In = N = U > � Q C o O1 N co � M �H a � ti U W w �f-ltiV-1 : z z W W W 0 O Z Z U 000it � 2 2 Z OOOW2 www2 aaa0 222Ln 000U, If Lu If,Lu Q �Q�IXN O O cv N O W N O O ^4N^O�i DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' W J J W z O' J �J Z Q ° O U W 2 Q J Uw O LL a W z � O N O D JOB NO. 42231 SHEET NO. D1.0 0 c a ai N c t� 0 N 0 a 0 20 a� 12 � do a� 0 c E a� c m m a0 0 (D 3Z Z ua O m n � y F- o.. a mm Y J y X x c m o d N O O 90.O C O C U M O m a c 10 a o 2 � 2.2 15 a c m W 0 �o C p a nE E F- L INTERIOR PARKING LOT LANDSCAPED AREA �pLTH Op PARKING LOT LANDSCAPED AREA 3,093 SF �C O NKW.IpClll �o. 14 2/3/2020 L pg M E 0 0 ti0 > E �Q 0 N Q c W / 2 O L M U m Z H —'i O_ / n n /v cea vw o 22 ON Z W W HIGHWAY COMMERCIAL ZONE a N O g OLri N ; U U Lu 1 R N V C-1 COMMERCIAL ZONE i I. / i o w f r � / QUE BIC(3) 0 H O / ITAVIR(65) (D / ULMALL (6) 0 K � / DPLAACE(8) / o rno G w / ITAVIR(5) w H N N / AG SWE(5) u p ILE WIN / Q ti N / ITAVIR(5) o 0 co ��' W DATE of 711612019 HYP PER(29) 0 GRASS AREA ILE WIN(7) } DRAWN BY / w ILE INK(10) R RV PROPOSED M. RACHNER F AUTOZONE a a CAR SED(39) / FUTU % 6,964 SF DESIGNED BY DEVELOPM 9 1STORY O • • M. RACHNER • 42)-BET HER �. bb • �CHECKED BY / � e j � /` � - • / / O � F. HANCOCK / 6) 6� "--\ [� • SCALE / d \ Q / e 232.6' 77 44/ ° \ • V 44. a / / <4 / CL l e- // (9)ILE WIN s s �:.. • / G (15) ITE SPR ITE SPR(25) covJ w f , \ f< ILE WIN(14) AW q c Bq > � 8)ILE INK j -- Ay, • H� \\\ I\ (4 (9)GIN PRN )PAN HAF - - -- - - / (12) MAG SWE ii G +- — — 8 - SAN — — — ' j - f , SAN _AN — - N I s) W / PHP OHP OH _ Q --- _- oHP - H CAR SED 8 _ HP � P- - - o ) 10' W 10 ti F (70) PAR SED (2) � 10/ / �� H HP O > _ Vim_ / W100 U Q m z S E M I N O L E T R A I L W i Q z J O 301.5' N O - — — — — — ---- G_ G — __ — G - - G. JOB NO. SCALE V=20' 42231 0 20' 40' SHEET NO. L 1.0 L 3- 2" x 2" HARDWOOD STAKES GENERAL NOTES ROOT BALL PRE -CONSTRUCTION 12 GAUGE GALVANIZED WIRE • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL NEW 1/2" RUB BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND 12 GAUGE GALVAN VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND ALLOW FOR SLIGHT N INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY 3 2x2 HARDWOO STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT 2'-6" MIN BELOW PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, STAKE SHALL BE TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. MIN. 18" OUT FRI • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND OUTSIDE OF 1 AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER SET ROOTBALL FLUSH TO I AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED 1-2" HIGHER IN SLOWLY PER TEST RESULTS TO ENSURE PLANT HEALTH. SOILS. DO NOT COVER TI THE ROOTBALL` CONSTRUCTION/INSTALLATION ROOTFLARE SHALL I ABOVE FINISH • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY PRUNE CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. 1:1 SLOPE O� • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING PLAN' AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. SCARIFY SIDES BEFORE • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL PLACE RO( DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE UNEXCAVATED OR TAI BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE V Ill1VIL 1 Lll DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOPY3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL MULTI -STEM TREE -STAKING SPECIFIED VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A NOT TO SCALE FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS PLAN VIEW INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND PRUNE CODOMINATE LEADERS THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. REMOVE BROKEN, BADLY 0 • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR DEFORMED, RUBBING, NARROW I COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT CROTCH ANGLES, WATER \ OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE SPROUTS, OR CROSS -BRANCHES. CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 17ne T HEIGHT VARIES WITH PL 12" MIN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS 81 TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOPY3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOPY3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT ,Ihlh0011111 ,MINN lla„ � C� �1��illlllllllllll,� �_ _� ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, Z-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK V COMPOST LAYER PLANT SCHEDULE TREES OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY SF BET HER 2 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. 397 GIN PRN 9 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY GINKGO 2.5" CAL. 20 PLA ACE 8 PLATANUS X ACERIFOLIA LONDON PLANE TREE 2.5" CAL. 422 QUE BIC 3 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. 339 ULM ALL 6 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. 299 FLOWERING TREES I QTY BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ICANOPY SF MAG SWE 117 1 MAGNOLIA VIRGINIANA I SWEET BAY 2.5" CAL. 1100 SHRUBS IQTY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ILE INK 138 1 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. ILE WIN 140 1 ILEX VERTICILLATA WINTERBERRY 24"HT./SPRD. ITA VIR 175 11TEAVIRGINICA VIRGINIA WILLOW 24" HT./SPRD. SHRUB AREAS OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING ITE SPR 140 1 ITEA VIRGINICA'SPRICH' VIRGINIA SWEETSPIRE 24" HT./SPRD. 30" O.C. PAN SHN 145 1 PANICUM VIRGATUM'SHENANDOAH' SWITCH GRASS 24" HT./SPRD. 13WO.C. GROUND COVERS I QTY I BOTANICAL NAME ICOMMONNAMEI MIN. INSTALLED SIZE SPACING CAR SED 1191 1 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 11 GAL. 18" o.c. HYP PER 129 1 HYPERICUM PERFORATUM ST. JOHN-S WORT 11 GAL. STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 301.5 LF 1 LG TREE PER 35 LF 301.5/35 = 8.6 9 LG TREES 9 LG TREES WESTFIELD ROAD 232.64 LF 1 LG TREE PER 40 LF 232.64/40 = 5.8 6 LG TREES 6 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 26,030 SF 26,030 x .05 = 1,301.5 SF 1,302 SF 3,093 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 55 PARKING SPACES 55/10 = 5.5 6 LG. OR MED. SHADE TREES 10 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY (GROSS SITE P�61.42 AC 10% COVER 1.42 AC x .1 = 0.142 AC SF 8,861 SF AREA) = 6,185.52 SF ,186 NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -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. W. III Wo. 14 2/3/2020 M E 0 0 rn u N 6 N C > E w a E LU w w 3 a o o U. w�OL ' a j U w J -Uj a., rn y Cc,v LU z P3� X V O LL U N N = U > M F Q C Lri 0 O N 00 � M a� vi M O x c� rr H 0 w w_ U U a z 0 In > Ce 0 z O a w U w 0 00 � U U L 22 00 a WO 22 00 DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE NTS W J J H� U) J_ W Q a 0 O co J z � LlJ O Q w O � Z U W w mQ W aU z o O z N J O D Q JOB NO. 42231 SHEET NO. L2.0 GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE L SHRUB PLANTING NOT TO SCALE d"ser'ies Specifications Luminaire Width: 13-314" Weights, w9rm) Depth: till.0 Height: XF�d.B.4 Introduction The D-Series Wall luminaire is a stylish, fully integrated LED solution for building -mount applications. It features a sleek, modern design and is carefully engineered to provide long-lasting, energy -efficient lighting with a variety of optical and control options for customized performance. With an expected service life of over 20 years of nighttime use and up to 74% in energy savings over comparable 25OW metal halide luminaires, ° ° W the D-Series Wall is a reliable, low -maintenance e__0*4H H d) glinting solution that produces sites that are llilllll ®I exceptionally illuminated. �yVafi. Fo,Nrs' NPTside-enay It mrrd.n ieawordy! • EXAMPLE: DSXW1 LED 20C 1000 40K T3M MVOLT DDBTXD °771! 1,. DSXW1 LED I tins 10C 10 LEDs (0neengtine) 20C 201ED5 (Iwo engines) Drive(urrellt 350 350 ma, 530 530mA 700 100 mA 1000 TOO iA(11) Color temperature 30K 3000K 40K 4+.10OS 50K ,OOOK T2S TryeR5hon T2M Type It Medium T35 True III Short TIM Will Medium. 14M Trpe ithlediurn TRA1 Foreardlhmw Medium MVOLT` 120, 208, 240' 277 Shippedlnduded (Nankl svola e mounting bradel BOW sulhce mounted facktom (forcondatil entry)' Shipped installed PE Phu rmltlr✓ cell, dunwiypel Di 0-1.OV dimming client 4rlovini Pill 1R0'motiontam4ient light sen4bt<15' tntghl'° PIRN 180°motillnlambiml light serl 153(1' long hYe ELCW Emergengrba0ery backup gincluda. ettrlm7l(amponml mclmurel` Shipped instal led SF i"lle lint• (12 ,,IM) e DF DoubleAse (M,240Wa HIS House -side shield"' Shipped separately BSW &N-depment soike5^ WG Wleguard' VG Vandalguard° DDBXD DAbnohse DBIXD Black. DMXD Natural aluminum, DWHXD White DSSXD Sandstone DD8TXD Trained do* bmlae DREW tommed Mete DNATXD Texmned mutual aluminum DWIll Textured whir DSSTXD Textured sandstone Nam ACC@SSOfI•i 1 MYOLTdiner4pxaseon any terrarohagefrom a2o277V 15o76m hill Spe'city 120, Hon, 240 or 2P options onlywhen ordering wiN linins(5F, DFopuorte, or photocantml i option), °rderve and ids"dmoses ely 2 &xkboxskps'"udlledanlivoi '.xru,beheld imWkd-Cmoi he anMed as an accessory. '3 Photownt iMel raquiml2D,208.240m277wbp4pnm.Nww.Lylevnlhmot.Nmbientlight p5aWN5u Xppe.WksMtlolmspr anJaey eneonlPla a PmH).. 01k' mi &4-dMtm%apml 4 Spedfn the son,or5wlitar SOR.100DPconcof aM Mot- smaa Game fivskmels Im1wol"Ambiant D1yy,.lYgq pyeggq•,"may light were, Net anothi with 'PE' option 0anron typo phaoWO Deeming all standard. 8 Spedfm the Genes-SiSBR.&COP owe ate Moe- Seri Gnde for ismih. Xieludes ambient OSYWINLu lMEapgwNwnwy fight sent. Not warlaNe won 'ME' option (button in" ptgtonm Dimming drive, intended. 6 Not available with 20 Li ODD na, confgruetlm lDSXWI LED 20C 100m. 7 Not aompaeble with ronduil entry ii,whomirw Not avii with BM oneuntng option. 8 Seine over ci neures 120 o,277 son" option. Douolefwa sort resolve 205 or 240 wltaga option 9 Ali wellable m asepei auass4 0. itio rlm lMdmanon. 'L/THL7NlA One Lithonia Way • Coy n,Georgia30312 • Phone:800.219AGII • Fan: 7709187209 .a•a F^rr • "IGHT/NG 0 M13 Ardny Pe1nds ughong, lee All nghts,eiv rued. catalog D-Series Size 1 Number LED Area Luminaire I Ni DEfIGNIIGNTf^ lighting p facts Specifications EPA:- w D-Series Size 1 LED Wall Luminaire DE sIGNu6NTI'I:E ligliii"n �+ I'll, i1. 1 Back Box (BBW, ELCW) 12lbs Width: 86W 51bs 15.411(g Weight: i.' ?a i Depth: ELCW Weight: Height: a9w�[AsAr�tia�rl� Introduction The The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high Length: efficacy, long -life luminaire- The outstanding 13" - photometric performance results in sites with Width: 13" excellent uniformity, greater pole spacing and Height; la-o% L lower power density. It is ideal for replacing 100- 40OW metal halide in pedestrian and area lighting well lit - _�. H'-- 9 271bs o n Isavings a licatlo s with Ica ever of 65/0 PP P a tY 9Y (max); 1 ukgl and expected service life of over 100,000 hours. • EXAMPLE: DSX1 LED 60C 1000 40K Ti MVOLT SPA DDBXD 10 LED 30C 30 LEDs SM 530 RIA 30K. MIK T1S lipe shNt Milli Shipped Shippedinsulled Shippedinstalled 00BX0 .idrkhfona (one 7DO 700 mA (80 T25 Typellshon 120' included PER NEMAnaredlodeceptnde HIS louse -side Di Bia(k engine) 10001001 mir) T2M Typed mention 208r SPA Square onlp(mmmmll ehelde Ell'MaruTa1 406ED5 I AI T35 T N'shiri 240' pole DMG 0-iDVdmmlilgaver(no WTB "'"terminal aluminum etwo 40N 4000N mourn- (orltmlg' bbcN DWHXD While engines) f70 13M igrmmedium 777i ting OCR Dimmable mcommhaule SF Anglelose'. CAI pDBTNO iexmred 60C 60 LEDs i4M dypeNmedum 347 APA Mound daAOAMe(n91:NmW6)' mini' 020, 277,}4FIT' dared brdR2E etwo ngines) SOK 5WK TFTM Focwmdthovr 4801 pole DS Dualswhehtilq°° DF Double fee DBLOXD Te11Tured d meium (67 I Pill MoBgn Sea50f O.15' (248, 240„40LtYl" Hack CRI) T5V5 lypeV9ay n9 rdouodnghdghtl dart WAA Wall ITS Tool kS;tRiry DNAT%D Teiri naturat natural Mail Motion intent, is-30 W9Dn latch TSS frpevshont bracket mounting heght° 190 [itimaled aluminum TSM dypevmednm BL30 Saidi dimming, 30%''-' optics" DWHGXD laddied TSW 3ypevwide BL50 Stenched.dimmin4509il'.:a in Right mimed whim optic i snores a unipue ence, eanm wed eo%FRIS" tri Anity. Sol0H C Salt5" all 2401 dMlinq paean whin specifying poles per one (iuelow. Q znw- pi OMI9AS Smgk time OM29AS 2a190° OM28AS g at 16T DM39AS 3 in 90° OM49AS 43190, DM32AS 301120 F,ump/s: SSA 20 4D DMISAS 0 D W 011.5At imeeMl-SAtwM w(RF771y;n KnuFl (dull roll ssitwb41a1017i V `Ndran4Gyhsc9 ro.eewcedheoammae"f pelm'acw..rna dN"�atiera0 N Duaax t3 [UIIU 7hamoll SSI M%ii,tua 1" all S(U Slwunpop" o = 11SUla uu XeaeaMeaudam muoM Tenon Mounting Slipfitlool M k MINSWU Iwusr.lkefhkMfaglPOuie • yr I'll ME HouseohdaMMr60lmuit " u SMILMA]00NmU Sqw%pale OMlgrnpMl9Madipxee 2115' AWXaG OnSIC AStxl-79e 101tioi AWhn9'i ASTxh4ge a AMshl Isp d eirr ASRS1aT ASnP57Rl Ats75_X AS'IZ' axl AW76.yR A7154 3 RMt9lAIR7 pCaerPU PwMPde pMl9a WstIPSo@ylu 4' aA4}1M tota62• Ouclig0 kir367i0 IF15"80 AWiti 11NtMymlthl fro ....... Ov4tyhona,w., "dr"L1M:"IAglg '.�.'PMeYdAe'®nMMr6r9(aPN"Ily. NOTES 1 Confgwed whh -0OOp(14g0 pprrwiden ore. a lead term. C(xauh Factory far 3]OOK Poll and5000K(SOp kad nines. 2 MVOLT driver �pef.onairy line wltag 1. 1201(50760 FW. Spealy 120. 208, 240 wTT7 option only wlnwwdenrg wit, fining(V Drool 3 Notinva kwhheirgk board, 5301 prodrxti(lOC 530T 4 Not arli with 347 or 480V 5 Spedfes a ROAt40 enabled luminaire with bit W dtimmrg capabiny: PER option required. Not available with 347le 48W, Additional hardware and wri reGuteri for ROAMO da tnxm be punhaaed separam . Call i-BODd42.6745 or email: sal nee. Notavailablewahty PIRN. 6 Repu"res40Co,60C. Pmv'rdm50,50Meiuircapere Naewo endentdriversontwosepsate Crcpin WAwi,,P DCR, DMG or Virg, 7 Requves an additionalsweched frM. a Specfen the -.. -.,'..I; see I or detaik Dimming driver standard. Nm wakbk wth DCR or Nita 9 spec ran the. ,.. cprhol; see .or der; Iv Dimming dinwrsraMard NaaamNa with DCR aWIB- 10 Dimming driver standard. MVDLT on Not waaeble, with OCR or %Wls 11 Amo walmble an a sopeate accessol sae A.. 12 Wr8 not welabe with BL30, ", DS, MR or, PIRN. 13 Sirgle fuse (SF) r .i,m 120, 277 ar 347 wliage opnm, Doube fuse lDH raga rein 208,240 or 480 vohaga option. 14 Available wll, W tED, pril oppml only, 15 ReRdirm luremere to be spedfed wine PER option. Ordered end shippedw a teperete line ium. .&M4117N/A One Lithonia Wey • Cool Georgia 30012 • Phone.800.279.8041 • Faar770.9181209 L/LfHT/NG 02011-2013AcuityBrands Leal rnc. All rightsreaerved. 20q watt LED I'D" series area light Fixture one per pole. 0 See site plan for pole and fixture locations and orientations. Light Fixtures and poles are furinished by AutoZone and Installed by Light pole base cover Install over anchor bolt: Light pole base olatt NOTE: This drawing represents the minimum Foundation requirements; if more stringent drawing is shown in structural then it Shall govern. 5" sq. steel pole bronze finish with 4 anchor bolts Note: Anchor bolts to be installed perpendicular to curb on single head poles. Rotate 45 degrees to diamond bolt pattern on dual head poles. High Hind anchor bolts 1`06"1 hook Standard anchor bolts 4"xll"x3" hook Levelling nut (4 locations) 3/4' chamfer SITE LIGHT FOOT CANDLE CONTOURS SIDE SHIELDING ( 5) 81TE LIGHT FOOT CANDLE CONTOURS NO SHIELDING Note: Each outdoor luminaire equipped with a lamp that omits 3,000 or more initial lumens, shall be 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 zoning districts shall not exceed one half footcondle. Ir LUMINAIRE SCHEDULE Symbol Label City Catalog Number Description Lamp Mounting File Lumens LiiFisssl, Watts Color 1 A 4 WallPack DSXWt LED 1CC 1000 40K DSXW1 LED WITH 1 LIGHT ENGINE, 10 LED's, LED BLDG. DSXWt_LED_ Absolut 1-0 40 Dark T3M MVOLT 1000mA DRIVER, 40DOK 12.1 AFF IOC_1 D00_40K Bronze LED, TYPE 3 MEDIUM _T3M_MVOLT. Finish OPTIC ties 1-DSX7 LED 60C DSX1 LED WITH (2) 30 Pole & Fixture B 5 1000 40K T41M MVOLT House LED LIGHT ENGINES, TYPE T4M OPTIC, 4000K, LED POLE 20'-0" AFG DSX1_LED_60 C_1000 40K_T Absolute 1.0 209 Dark Side Shield 209 @ 1050mA WITH HOUSE 4M_MVOLT H Bronze Watt SIDE SHIELD BillFinish C 4 DSXW1 LED II 530 40K Ti DSXW1 LED WITH 1 LIGHT ENGINE, 10 LED's, LED BLDG. 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