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Home My WebLink AboutSDP201900044 Plan - Other (not approved) 2019-11-13SITE DATA: TAX MAP PARCEL: 061WO-01-OA-00300 PARCEL AREA: 1.42 ACRES LIMITS OF DISTURBANCE: 1.38 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 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND UTILIZING HTTPS://WWW.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 AND. WATERSHED: MEADOW CREEK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED PROPOSED FRONT MIN: 10' MAX: NONE* 10, SIDE/REAR MIN: PER BUILDING CODE MAX: NONE 3' *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 / 100 SF RETAIL AREA (FOR FIRST 5,000 SF) 5,000 SF X 1 SPACE / 100 SF = 50 SPACES 1 SPACE / 200 SF RETAIL AREA (ABOVE 5,000 SF) 571.20 SF X 1 SPACE / 200 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 / 1000 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 Humphris Park OAK FOREST 0 # Fo►"t Qr URTLE CREEK CONDOS 4t G 7/16/2019 \ WYNRIDGE �' STATIO Q Wood Grill Buffet C0rYir7iar1weaIih � Kno WESTFIELD CA BRANCHLANDS SITE LOCATION BRANCHLANDS RETIRE. VILLAGE 19 Cosico Wholesale 1= COU Regal Cinemas ' E R B R O O K Stonefield 14 & IMAX NGLEWOOD Q CONDOS E R R A C E Seminole Square Trader Joe s 9 B R 0 0 K M I L L ° CONDOS VICINITY MAP SCALE: 1" = 1000' .�, . f4 r .. 4 a CrYM�r1� r k OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904-4218 TELEPHONE: (434) 982-4848 DEVELOPER: AUTOZONE, INC. 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 Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 NOTES CO.2 EXISTING CONDITIONS C1.0 SITE LAYOUT C1.A SITE DETAILS C1.B 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 L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS PH1.0 PHOTOMETRIC PLAN TOTAL = 16 SHEETS SIGNATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD fo� Lic. No. 040:204850 K/12/19 OYONAL r m E O O rn � N � N � Q O > E w E ~ U v � Q U. o M p N (3 UjN O x = v N � Q rn O N w a� 00 J �� 0 _ 0 0 w w_ _ U Q z 0 Ln 0 z 0 d U L w � z W O U 0 > U w z O U w a z O W LU N Q 0 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A Uj J J H� U) Uj r < 0' J z DC =) LU < U O > w 0 J U Ua w m LU Q z 0 N 0 D Q JOB NO. 42231 SHEET NO. C0.0 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 Al 17.1-03. 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 UIREMENTS OF THE PERMIT. WHERE ) Q 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 13.51 . 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. 8. 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 POST/BOLLARD SIGN BUMPER BLOCK SATELLITE DISH ® TRAFFIC CONTROL BOX O UNKNOWN MANHOLE - - - - - - - - STORM SEWER OO STORM SEWER MANHOLE ® CATCH BASIN ® CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN - - -saN- - - SANITARY SEWER Os SANITARY SEWER MANHOLE -w- WATERLINE C WATER MANHOLE ® WATER VALVE WATER LINE MARKER _6_ FIRE HYDRANT MONITORING WELL GAS LINE GAS METER GAS VENT GAS MARKER COMMUNICATIONS/TELEPHONE LINE 0 TELEPHONE/COMMUNICATIONS MANHOLE ❑ TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT - - -UGP- ELECTRIC LINE 0 ELECTRIC MANHOLE 0 ELECTRIC PULLBOX s ELECTRIC METER O UTILITY POLE a' 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 WATER G GAS STORM SANS SANITARY UGT COMM DUCT BANK UGP ELECTRIC DUCT BANK ® l CATCH BASIN STORM MANHOLE SANITARY MANHOLE �)0 ® SANITARY CLEAN OUT PO4 FIRE HYDRANT { FDC METER SETBACK - AT/FP STANDOFF ® WATER VALVE 4 GAS VALVE O BOLLARD STREET SIGN ❑ GAS METER � = � LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR ♦- SITE LIGHT OX PARKING SPACE COUNT GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT Tright-of-way, 1 Prior to an construction within any existing public 'including canncction to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately 1-cflcct the requirements of the permit. Where an discrepancies occur the requirements of the alit shall govern. p y P q p 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erasion and siltation control measures shall be provided in accordance with the approved erasion control plan and shall be installed prior to any clearing, gracing 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. S. 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). C � Lic. No. 0402048507 m /12/19 �s7l m E 0 0 rn � N � N � > E E ~ U v Q �! � o C) LL w O ro af LU r a_j U0G w J - Ln a > o N (3 W N O x af W 0 a Z cn= = vN U > Ln a C� rn O N a� 00 J CD LU �7 0 0 w w U Q z 0 0 CL 0 (A Z 0 0 d U L0 U-) w � Z z W O U O > U w z O U a z O V) W rn LU N Q 0 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A Uj J J H� Vl Uj 0>�a J � =) w o <U F--- LU = J O Z Ua w m LU Q Z O N O D L- FM JOB NO. 42231 SHEET NO. CO. I .P /� / `�2-^ ASPHALT PAVEMENT O / / CONC_CURB l / PARCEL ID: 061WO-01-0A-005,40� U P-64" LANDS N/F CHAXU INC. D.B. 2614, PCs. 013 �`' UI I {{I LA\ S REL ID. O&IW ADRENALINE SPORTS 1_ 0 020 USE: HOTEL / I STORY c / , P-53" I II cRass II I D,B, 2244, PCs. 354 I / MASONRY , / T-66" I I II II USE: RETAIL / L� / BUILDIN / / lT3"l z I I coNuae =_ / EHIGHWAY COMMERCIAL ZONE ASPHALT P-52" —t/s N-40M '33" E L/s \T�,36u LIS — \ C-1 COMMERCIAL ZONE // / T-3" 3 - — —'% — — — — — — — — REBAR 7o BE / \ " / / ASPHALT E T-36� — / \ -36" / T xx — `GONG \ \ \ c m A��ECo CI � IORA � i' / / T3 ( �\�IQL /S T-6 ASPHALT PAVEMENT PARCEL ID. 061WO-01-OA-00400 L_ — �I AULr" LANDS N/F SHEOU-JONG CHIANG 4 YUN LI / I I 1 IcRass D.B. 1546, PCs. 031 / I I 1 J I / / " PARCEL ID: 061W0-01- 00300 LANDS N/F UNIVE'R.SITY OF VIRSINIA FOUNDATION USE: RETAIL VAULT" / � \ \ ASPHALT � \ PAVEMENT D.B. 3296, PCs. 514 ASPHALT \ / G 463 — — — — _ _ _ \ \ \ \\ \ \ PAVEMENT 40'WIDE GAS MAIN EASEMENT / III I ' I ` \ \ 1 \ \ \ � \ \ 1 I / ACCESS PER D$. 411, PCs. 341 ._iCONC. \ \ \ \ \ 1 \ TT- BASE 3- / ASPHALT / / / / / \ \ \ \ / / (3)T 3 / PAVEMENT / / / / / \\ 1 T-6" Gss _ 462 \ I II \ II T 9 cRass ASPHALT GAS MAIEASEMENT // a��/�� /' / 1 GRASS BENCHMARK I I I II l43" HOLLY // �� `6 / PAYMENT PER D.B. 1694, PCs. 113 / / /� / / / / / I1 , / / ELE =MAG 61.4I5 I 1 I II I // 43" HOLD y I STORY 'ASPHALT aR PAVEMENT Q MASONRY BUILDING: / GRASS � APPROXIMATE LOCATION OF / / I / \\ \ \ / 1 I — T 40 4��11 4, 467 GAS LINES. / , / X I / �� I I I ��`�' lw coo ORA"y CRASS T-40" / — / (4)T7b\ l� , I \ 1 Aj "J GRASS�` \ 0 GAS. \ \ \ \ \ \ \ \ "/$7 lII I IlI / MHT20RI465.96ASPHALT POLE L—PAVEMENT 45" HOL4 H046 SAN.MH — — — — — — — — — — — — — — --- — — — — — L WRIM= VACANT ATE� (a)INV =44.14 (b) INV =444.14 Li \�G 8" 4IAN (c) INVMETER VAULT GRASS--SAN 8" SAN—E 8" S N 8"SAN " SA MH $ b a8SAI� 8" ASPHALT 4.87 RIM8= 465.22 I I I c \ \ \ \\a/� I PAVEMENT REBAR TO BE (a) INV=460.84 I I I I CONTRACTOR TO VERIFY / GAS, / \ �,� \ \ �� I I SET (TYP) I �„ ' (b) INV=461.79 III I I INVERTS TO ENSURE \ PaE \ \ "A' \ � \ \ \ \ � 12 SPJCES I SANITARY SEWER DEPTH �/ �56, , \ \ REBAR To BE 0 I� GRASS �TS° i \ / \ \\ \ \ \ STa4M MH \ SET ( P) I I % / \�A \ \ I PRIOR TO THE START OF REBAR TO BED �/ GRASS \ \ GRass C� — Rn►k D.So I I \ j P PED / \ � CONSTRUCTION. SET (TYP) / � \ \\ \ g � — � � \ VAULT INv-4�.�-II I � \1 r�HP OHP /— —\ — OHF1 — — OHP� —�OHP — O/l, OHP — OHP I —I O P— „ �/ �— HP OtR —� = / 1 0„W 10„W 1 O„`, U& WATER LINE PER MARIFOUr j10' D.L) \ I I — — STORM MH _ V 10' W \ ''/466.49 IN D 460.07 P.O$. RGr' CONC. WALK — — — — — — — — u �T GRASS MH , /' MAT 21"SW TRAFFlC S 40�11'4(d"W \ .RIM=462.44. -- --- _ __ L — — STORM MN CONC WRB W =�— 21�P _ _ VAULTS 16.05' \ (a) INV=45382/ "OU1T — — — — — — — — = — _ _ — \ — — — — — — — (b) INV=45364 r /� I R=5000' \ ��_I INVRIM=455.61 _z \ 21" RGP—CONC,-W&K j) (°)/ \ �// 1 A=67°01'29" \ =451.34 ------- / cRAss l D _ CHB=S 06°46'59" W I \ ' PARCEL "A" 364 S.F. — — — — — cave cuR pig — — / CHp=5521' \ / ROW DEJ71CATION TO VA DO �� h6 PEy .B. 3891, PCs. 1-10-1-11 g ph Z b \ / � /✓t D$. 3891, PCs. 16i 40'WIDE UTILITY EASE,(" eNT PER D.B. 410Cs_12 SL/tNOLE TRAIL ' AI�A U.S. ROUE 29/- / VARIABLE RIGHT -/OF —WAY / / / a GRASS MEDIAN L ' S9 00 AT) T — SPEED LIMIT 45 Aap ' ' -- CONC.CURB G= _ = GRASS —-------- MEDIAN - — G —G GRASS MEDIAN GRASS MEDIAN :.; PSI �-�, q� Q CRAlG W J. K13' AI'sSKI � S ic. No, 0402048507 M >_ CD 0 0% U N vi > E w °' E Q u. fL C U. w O ra OC WJL M co a- HU -J — vj d (A p N U` W N 4 z f- °' m O x w C U j Q c L^ 4rn N >� M a� 00 J to H 19 GY U w L� 0 Z z � O_ � O > U Lu Q W CL z O ti W DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' ui J J H� V / w z a O O}� J z 5 Z O O w U J V U Lu z m w Q z x o W N 0 Q 0 a; tn U C a) 0 w co 0 a C o_ T c as 0 a 0 C m t tn 70 C a) a) o_ c `o 3 C L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. CO.2 ,VO GHQ- °_� G0 �� c�Y Q- PARCEL ID: 06I1110-01-0A-005AO V° LANDS N/F CHAXU INC. D.B. 2(014, PCs. 013`' U USE: HOTEL / I STORY / MASONRY / BUILDING HIGHWAY COMMERCIAL ZONE / C-1 COMMERCIAL ZONE T— GRAS$ CONC. PAVED PARCEL ID: O&IWO-01-0A-00400 VAULT" LANDS N/F SHEOU-JONCs CHIANCs 4 YUN LI D.B. 1545, PCs. 031 USE: RETAIL / UII / VAULr;' 40'WIDE GAS MAIN EASEMENT PER D.B. 411, PCs. 341 J ASPHALT PAVEMENT / /GRASS G P42' T4.2' 15 P-64" t T-66" COW.. CURB r 9.2' 91 18, R R3' 24' 8' SSA 0 SAN 4CG-2 1 75' ° a 9 • i �ONC. CURD IIGRASS II II II —_� S �I L/s CG-2 20.3' 15 �Md a R3' 15 / KEYNOTES BUILDING 6 PAVING / PIPE GUARD - SEE DETAIL 16 / CI.A DUMPSTER LAYOUT - SEE DETAILS 8,9,10, 4 II / CI.A SERVICE DOOR PLAN - SEE DETAIL 15 / CI.A / ® BOLLARD PLAN - SEE DETAIL 14 / CI.A �5 CONCRETE VERTICAL CURB - SEE DETAIL I / CI.A © SLOPE END OF CURB 4:1 / 0 NEW CURB CUT AND APPROACH. VDOT-STANDARD �)\ CG-11 ENTRANCE - SEE DETAIL ON SHEET CI.A. CONCRETE PAVING - SEE DETAIL 3 / CI.A. EXPANSION AND JOINTS SEE 4 4 5 / MAXIMUM CONTROL - DETAILS CI.A. SPACING FOR CONTROL JOINTS IS 15' O.C. EACH WAY. ASPHALT PAVING - SEE DETAIL 2 / CI.A. 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) Ci / 11 4" WIDE DIAGONAL STRIPES PAINTED WHITE AT 2 FT. O.C. PARCEL ID: 061WO-01-CA-00200 LANDS N/F ADRENALINE SPORTS LLC HANDICAP PARKING SIGN - SEE DETAIL 12/ CI.A G.C. TO D.B. 2244, PCs. 354 I L/s / PROVIDE ONE VAN ACCESSIBLE SIGN. USE: RETAIL II -Z, CONC. CURB ASPHALT 13 CONCRETE SIDEWALK - SEE DETAIL 13/ CIA FOR SIDEWALKS _ _ = J / \ PAVEMENT AROUND BUILDING 3' a 14 ACCESSIBLE RAMP - SEE DETAIL 15 /CI.A - MAX. SLOPE 1.12 pd P% (8.33) MAX. C O55 SLOPE 1.50 (2DO%) TRUNCATED OM R L PE R ED DOME 15 CG 2 17 L/S ° CG-12 /// / \ TO BE A CONTRASTING COLOR. ® ® 15 / ASPHALT 15 NEW LANDSCAPE AREA - PROVIDE 3" TOPSOIL 4 SOD. SEE / PAVEMENT SHEET L1.0 FOR ADDITIONAL INFORMATION 10 R25' / RT R3 RT LIGHT 6 / 16 12' X 25' LOADING SPACE LIGHT POLE - SEE DETAIL 19 / CIA STORMWATER / 9 MAINTENANCE 30 STOP 5 FACILITY EASEMENT BAR o �41 � J GENEFAL NOTES CG-2 (SEE SHEET C2.3) _ R5' R 10' / ® 2 RT PROPOSED 13 a 10 GAS MAIN EASEMENT FOR BENCHMARK AUTOZONE PER D B. 1694, PCs. 113 / /� j/ / / / 17 FUTURE MACS NAIL 6,964 SF DEVELOPMENT ELEV-461.45 1 STORY 74.2' 5 I STORY U MASONRY BUILDING GRASS IRECTIONAL U 5' / // RROW (TYP) Q 15 D O ° 14 4 24' < 6.5' 13 a a a Q , a a a 6.3' a a ° 5 STORMWATER 15 1I 15 ° O lq � 15 a MAINTE ANCE 18'° a ° ° ° ° FACILITY EAS MENT ° ° a (SEE SHEE C2.3) RT ° R5 8' 9 3, 5 ° RT 1--8'�8 8' 9' R8' G U) G R3' R3' / jll GRASS/ > R29 / 0 24' R32' ASPHALT Nil / 11 D D GRASS AREA RESERVED 15 STOP 1 ARCHITECT OLD BANYDING AND ALL UNACCEPTABLE AREAS. RT AREAS.NOTIFY THE —R3' R3' R 0 G / �� // cG2� 2. EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. p c // 3. ALL SIDEWALK CURB AND GUTTER STREET PAVING, CURB CUTS, a a / S' // / DRIVEWAY APPROACHES, HANDICAP RAMP, ETC. ASPHALT CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE / �� PAVEMENT RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR co CG-12 N / STATE SPECIFICATIONS AND REQUIREMENTS. O / R3 24, 10 /U W // / 4. FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND/OR REPLACE ALL DAMAGE DONE TO EXISTING ELEMENTS (SIDEWALKS, PAVING, LANDSCAPING, ETC.) AS REQUIRED BY 18' / � / OWNER AND/OR GOVERNING AUTHORITY. 15 // / 5. FOR PROPOSED UTILITY LOCATIONS, SEE THE UTILITY PLAN. 6. CONCRETE LOCATED AT DUMPSTER PAD, ENTRANCES, AND PARKING SPACES SHALL BE HEAVY DUTY CONCRETE. SIDEWALKS SHALL BE STANDARD DUTY CONCRETE. // 9 ti' // / I. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. � / / / 8. ALL EASEMENTS SHOWN ARE PUBLIC EASEMENTS. LLL �j co #/ / ° / PAVEMENT / _ / / \ D R31 �G 6 / �iRT / ___ 10 10 / II �------ —\ YACANTWATER — —— — ------ / I / \ METER VAULT O 8" S N — 18' �� GRASS _ �--f 8"S N——f 8"SAN— 14 8"SAN— 0— AV ZCG-6 T� / cRa \\ � \\ 15 17 17 0 10' SETBACK 21.9L - — PHP— O P— /— OHF�— — OHP - OH P — OHP— — — — OHP- 6htP— - - OHP „ 1 p 10„W V'r�V 10„� UG WATER LINE PER MARKOUT (10' D.L) 10"W 101, 1 'W 10"W CONC. WALK GRASS — ----_ _--- -- — ---GRASS TRAM CONC. CURB W=T 1ER VAULT i -----------C2G-W'&K---- GRASS — — — — (ANC CURBc GUTTER — — — / PORTION OF 10" DIP TO BE RELOCATED BENEATH PROPOSED STORM PIPE. SEE SHEET C2.0 FOR PROFILE. a" GRASS MEDIAN 13 40'WIDE UTILITY EASEMENT PER D.B. 411, PCs. 12 SEMINOLE TRAIL AKA U.S. ROUTE 29 (VARIABLE RIGHT—OF—WAY) 59,000 ADT — SPEED LIMIT 45 MPH CONC CURB GRASS ----- MEDIAN --- -- — G— [e>= GRASS MEDIAN �i IV LEGEND: sAj— s �� 11 a Q STANDARD DUTY CONCRETE II HEAVY DUTY CONCRETE \ MONUMENT SIGN. SHOWN FOR INFORMATION ONLY. = CONC CURB CRASS MEDIAN \w CRAIGW J. KOTARSKI W' Lic. No. 0402048507 / 12/ 19 9 6.E M E CD N 0 N N c >E LU�; E Q L o o LL L � LU O M OC W L M Q j U c° �J —u'i H W p N z� 2 0(% x c U j F- Q c L^ U rn N N M a� 00 J LU tD f- z O a U w 0 Z z � O Lf) o >LU U C) w a z O W rn LU N O ti DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' W J uJ 1� V Uj Oa J O L.L o Q Q W J J < W UW m w Q z O N O 2 99 a tn U c d O w t d 0 0 a o_ T C O a ° ° c tn co tn c v- co °_ `o 0 3 c L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. C1.0 Notes- 1. 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 I" below top of curb/paving/drainage openings. ### NOTE TINS DETAIL ONLY TO BE USED AS NOTED ON SITE PLAN #__ 6" Pavement surface I,,,I I I,;,I I I,;,I I II I II ••o• �~• IIIIII III I I � • • • — • .. > � •IIIIIIIIII Compacte -I II II 1 05 top 4 bottom subgrade NO SCALE 1 CONCRETE VERTICAL CURB SIGNAGE NOTES: DIMENSION 4 TYPE Pavincl Area A B C D Drive Aisle 2" 2 511 all (oil Parking 2" N/A 8" (oil Asphalt Topping (SM-9.5A) Binder Cr. (BM-25.,af Type 215 Aggregat Compacts Subgrade NO SCALE 2 ASPHALT PAVING SECTION DIMENSION 4 TYPE Concrete Section A B C Standard Duty5" 4" see note Heavy Duty 6" 4" see note Dum ster/A roach Pad 6" 4" see note NOTE: Compacted subgrade should Ice as specified in soils report, 4000 PSI cone. n paving (min.) W/ w wire mesh G d Compacted X a X X° D Aggregate base II (type 21A stone cover) ° °, ,° _ °1 -III-I � I -I � I -I � I -III -III -I � I -I � I -III -III -III -III � I C I -I I � I -III -III -III -III -III -III -III -III -III -I I —III III—III—III—III-1 1 1=III-1 1 1=III—III-1 � �_� � 1- Compacted Subgrade NO SCALE 3 CONCRETE PAVING SECTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 4 nx6u 18'-0" CLEAR THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY Treated Pine 5'-0" 8'-0" 5'-0" REVISION THERE TO: enclosure I IN A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. over treated B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. pine framing o 0 [Trash Trarh C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE Dumpster Dumpster SPECIFICATIONS. 6 I.D. Steel`L— D. THE 2000 INTERNATIONAL FIRE CODE. Post 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 Gates. See NOTE 1 ABOVE. detail, this sheet 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. STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING SOLID WHITE LINE 24" (TYP.) il= J I� 12 VARIES STOP BAR DETAIL NO SCALE 20 STRIPING AND SIGNAGE DETAIL NO SCALE NO SCALE 8 1 DUMPSTER LAYOUT 209 watt LED I'D" series area light fixture one per pole. See site plan for pole and fixture II locations and II orientations. I I Light fixtures II and poles are i I furinished by 1 AutoZone and II installed by I I Genera I I I Contractor. II Light pole base II cover -install 11 over anchor 11 bolts II 11 Light pole II base plates II Greenstreak Paving Cap Seal Profile 0610 - See specifications for additional information. N - t -4T z N 3/4" Sawcut joint - fill with self leveling elastomeric sealant NOTE: SEE SITE PLAN FOR SPACING REQUIREMENTS NO SCALE NO SCALE .4 TYPICAL EXPANSION JOINT 5TTYPICAL CONTROL JOINT Alemite 1610-13L 8" x 8" x 1/8" hydraulic re fisting to be gqusset plate (INSIDE ONLY) Top of wall elevation. See site or grading accessible for maintenance I 1-1/4" OD hinge 6" long All corners I" weld a 3" O.C. plan II \ all around 411x4" treated wood - (0 x 1/2" to hinge 4 gate post at 6'-m" O.C. MAX. spacing 'Lit 311 x 7-I/41 Gate frame 2" x 2" x I/8" s 5/411 x 6" treated O.D. tube. steel tube pine vertical boards Weld collar gate frame to post. p welded joints Treated 2"x4" Cont. 6" I.D. pipe horizontal nailers gate post Concrete slab N NOTE: PAINT ALL GATE FRAMES 6" nom. I.D. r-12" nished qrade varies. AND PIPES RED. gate post filled ee graying plan with concrete NOTE; rounded top. III TURN DOWN43, dia. hole filled with See bollard detail III SLAB BETWEEN concrete 1:12MAX o°4 1:12 MAX WHITE �/ STRIPE t1 61 �k Lu LU L HANDICAPPED m PAVEMENT 41'f 4" SYMBOL (TYP.) 2" NO SCALE (SOLID BLUE) HANDICAP PARKING DETAIL a 5/4" x 6 square ed ed treated pine boar with 1/4" gap. Screw to frame Latch detail. with galvanized or See Beta i 13 sta inl-ess steel screws IS'-0" CLEAR V-111/2" 8'-111/2" El 4"f 4" of parking 2" hinge 6" le. UT s WOOD POSTS. 11-OII NO SCALE NO SCALE 9 DUMPSTER SECTION WOOD 10 GATE DETAIL FOR DUMPSTER ENCLOSURE NOTE: This drawing Handicap Sign as required resents the minimum by Local and State ordinances represents mounted on face of building. foundation requirements± if more stringent drawing is HANDICAP #Gcreenstreak Shown in structural then it NOTE: ADDITIONAL SIGNAGE 632 shall govern. MAY BE REQUIRED (FINES PAPoGNG ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/ GOVERNING AUTHORITIES #632 1/4" 6x6-WI.4xW1.4 W.W.F. 5" sq. steel pole bronze max. II finish with 4 anchor bolts 2" square tube with Paving SLOPE 1/4 per FT. closed top. (TO BE USED ONLY IF SIGN IS _ ° X ' X _ X X - NOT BUILDING MOUNTABLE) s ° ° ° ° a Note- 3 - X Anchor bolts to be 3 III- L=" l 1 11-III-111� 1=1 1 a ° installed perpendicular a a 'Ill a I Comp. granular fill 1�1�1 ! to curb on single head - - - - - - =1i _ 11—ICE SeeSpecifications N ° -III=III=1 III=III= _ ;'ITI Buildin poles. Rotate 45 a III -III III -III- 8 foundaon degrees to diamond =-IIIIIII IIIIII- Note: continuous T. B. bolt pattern on dual head poles. W - I' Dimension Height Mounted on face of building. 60"-12" above sidewalk Mounted on Pole off building. NO SCALE 80" minimum (Clear head room) 3/4" = 1'-0" High wind anchor bolts 12 TYPICAL HANDICAP SIGN 13 TYPICAL RAISED WALK SECTION I"x36"x4" hook Standard anchor bolts a"xl7"x3" hook Smooth plastic red Levelling nut (4 locations) Rolling overhead steel door 3/4" chamfer (See plan and details) Finish grade or top of Paving, See site plan for Line of location block 6' -0" Pipe guard Door opening see Beta i I this sheet sleeve. See spec. 6" Steel Pipe filled w/ Cont. Top of paving I' (04 steel pipe set in 18"� hole filled with concrete 3" cranular base Electric conduit CENTER PIPE GUARDS 1.6 at bottom of hole NO SCALE NO SCALE ON EDGE OF OPENING NO SCALE 19 20' TYPICAL SINGLE LIGHT POLE 15 PIPE GUARD @ SERVICE DOOR 1& TYPICAL PIPE GUARD SECTION EXPANSION JOINTS 20'-0" oc. MAXIMUM 4 SPACES a 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN SEE LAYOUT E SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTESN DUMMY JOINT( TYP.) Q A 14 lu LU c0 c0 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT L1 } SEE SITE PLAN FOR CONTINUATION PLAN VIEW CURS OR GUTTER LINE NO SCALE 18 CONCRETE SIDEWALK Note- w Rub II concrete �11 a p base smooth °. 11° °�II•Tf a 24" dia. concrete base. Min. reinforcing 4 15 bars vert. 4 1 03 ties eq. space a w Sealant a< w II�II III II -�11� III W IIIIIII a +s � a II II 1 -1/4" 6" MIN. O.D. tubecoll III I I I I field �uJ Cane bolt See detail welded to 1.6 g�ate post Space NO SCALE i INT'L BARRIER FREE SYMBOL NOTE: MOUNT CANE BOLT AND Cane bolt GATE LATCH ASSEMBLIES guide (2) THROUGH FACE BOARDS �-' steel tube Cane bolt 3/4" INTO STEEL FRAME -V cold rolled steel rod. Drill 1/8" hole in lop of slab slab. Size to fit bolt. C,4Nl= DOLT 8 1/2"x2"xl/4" 1" GAP 1 1/2" washer welded to 3/41l bolt latch plate with rounded edges Latch plats 3/4" rounded washer 4 bolt handle welded to bolt for stop 3/4" bolt STRIKE ° stop bar 1-1/2"x6"xl/4" bent F R0NT plate strike with SIDE 1-3/4" dia. bolt through frame DOUBLE G,4TE L,4TCIH NO SCALE 11 GATE LATCH / BOLT DETAILS 15 130 CIA 6 - 41. 1'-0 1/2" 5'-011 5'-0" 5'-0" 5'-0" 1'-0 1/2" 1'-0 1/2" 1'-1 3/8" 9'-5 1/4" NO SCALE 141 50LL,41R1) L,4�1'OUT FL,4N - ro5w2 3j40'2 TRUNCATED DOMES e PAVEMENT LANDING AREA SIDEWALK LANDING AREA GROOVES, 1/4"-3/4" WIDE AND 3/4" 2" 1j4 ,3j4�,I LANDING AREA � / -�` M �pt1P LANDING AREA ON CENTER, ARRANGED SO THAT WATER WILL NOT ACCUMULATE. 5' 6' 5' MINIMUM 6' S' I r SEE SITE PLAN r 1 NOTES: CROSS SECTION SIDE AL I. RAMPS SHALL BE PAINTED THE SAME COLOR AS SIDEWALK RAMP EXPANSION JOINT MATE _AIL STRIPING AND THE TEXTURE SHALL BE BUILDING ADJACENT TO BUILDING lTl P.J 0 °000000° OO°O°0 0 0 0 0 J 0 A 0 m 5' 1:12 0 ° MAX 0 ° 1:12 MAX 00 1 00 1 0 0 00OJ000 Z 3000 °000 0 0 o°o°o°o / \ 6' I 5' MINIMUM 6' 1 �I" r LANDING Ott ')It rLNn AREA PLAN 1i CONCRETE ACCESSIBLE RAMP 1/2" EXPANSION JOINT WITH SEALANT 4" 8" 9% 5" ROLLED GRAVEL BASE SECTION A —A LANDING AREA SCORED GROOVES. 2. THE 50TTOM OF THE RAMP SHALL HAVE A MAX. 1/4" LIP. 3. CONSTRUCT PER ADA STANDARDS. 4. IF MAX. SLOPE OF RAMP DOES NOT EXCEED 1:20 THEN NO COLOR OR TEXTURE CONTRAST 15 REQUIRED. 6" X 6" W12xW I.2 W1W F` DUMMY JOINT SEC-650]- 1/4" n DUMMY JOINT N.T.S. g `� I� `� U CN.0 G 4 J. K13'".=' RSKI Lip. No, 040 2048507 m /12/19 �� ,k �a r In >_ C)O N � N � > E N W ~ U v 3: Q�t; 3: oU- Wo,�� 1 UJ� cv1 �� 2!W�- 0 a 5: o N rJ 0 UJ a z � :� =X a�� U w� z oQ �� w U > �.o Q '1' o o N wIn U a� � z 00 J CDL O w a vi � U-) z � o _ U) w 0 C4 o � W > W N = a Q z 0 DATE cn > CK- 0711612019 0 DRAWN BY A. FONTAINE } • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE • N/A • UJ J J 0 H� r� V^ 1 UJ 0 > 0 J 1-- 0 ~ � W w Q J °C W 41 Uwe m LLJ Q z O N O D JOB NO. 42231 SHEET NO. C1.A �a 3O O C7 EZ 1)o o g T � �o o= Of 2 o� zN O 2a �x �a) o 0 0 o o .§ o � > y U X a).0 O U :E2 E � m O o 0 E 6 U N O .2-0 I� U O C m _o O U -0 2 c: CU V� o U a o EnLD L �i TRANSITION BETWEEN ad ° PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAJLED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK THE SURFACE v ps SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I SHAPE TO CONTOUR I I OF PIPE I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF . OUTLET PIPE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE IIrl':r l:: b•i: {: r`..:�:�i: `;:I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. % ° , 4 DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN `` METHOD OF TREATMENT IN MANHOLES VDOROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION Pe-, NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL --- TOP OF FILL --- TOP OF FILL GROUND LINE = y- r GROUND LINE = r GROUND LINE x I- 1745111=II- rrrrrrrrrr r I III -1 rrr rr II -III rr d r I _ EARTH --=- 1 I I rrrrrrrrrrrr rrrrrrrrr = - - I1 1 rrr rr -III rr d rr l ROCK OR UNYIELDING r vrrrrrrr -III ---11I =-- - - - - -- rrrrrrr I 1- rrr rrr I I -I 1- I1 1 rr rr , -III rr d r - EARTH o -I 1 1I. o �I III o oSOIL I = BEDDING - - MATERIAL 71 -1 11 MIN. 1/10 D X D X BEDDING MATERIAL 1 MIN.--' �- 1/10 D X D X BEDDING MATERIAL MIN. 1/10 D _ - X D�j X /2" PER 1' OF H NORMAL EARTH FOUNDATION MIN. 8", MAX. 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D STOP OF FILL TOP OF FILL STOP OF FILL _ _ - - :•rrrrrrr rrrrrrr •. - - •: rrrrrrr rrrrrr :• - - rrrr rrrr •;•"'•.... N = rr rr, :v:: _ •::::::•::. - r d rrr GROUND +o : LINE _ • • =11I_ - rrrrrr rrrrrrr,•••••••• - - - ::} }:: :: rrrr rrr :: � :rrr rr •:"::•::•::•: - r d rr ..: }; }; };; GROUND o LINE - •D - - - = � -rrrrrrrrrr =rrrrrrrrrr o N _ o- rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr rrrrrrrr rrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrr d rrrrrrrrrr = - - GROUND - - LINE -_ _ -_ III III=III=III=11h EARTH _%_- �I �••-III- ICK OR MIN. 1/10 = - - =1 UNOYIELD NG III - _ - - _ - --- - - - - - - - III MIN. 1/70D -BEDDING EARTH MIN. 1/10 D X D X BEDDING MATERIAL „ =1 I -I I I=1 I_ 1= 1_ SOIL /2 PER - 1" OF H X D X BEDDING MATERIAL NORMAL EARTH FOUNDATION MAX. 24" MATERIAL ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE ® NOTES SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE rrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I BACKFILL. rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' VIRGINIA DEPARTMENT OF TRANSPORTATION 302 303 SHEET 1 OF 4 REVISION DATE 07/12 07.01 I 0" °/s /e" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) NO.6 GALVANIZED STEEL STEP MINIMUM OF 3" EMBEDMENT ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD CAL SECTION NOTES: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C STEPS SHALL WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4V2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR OR DRIVEN. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN 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 INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO,CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221,ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS SOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A ALUMINUM STEP SPECIFICATION N.VDOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) RB WHENCC-3 IN LINEAR GENERAL NOTES: DETEC AB E WAQRNIING SURFACER(AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX RAMP 121 MAX WARNING SURFACE AND SHALL BE 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. � 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO B THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1y2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS \, ��<rnrj�ii i rr i�ir r rr r i r ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. r �p�Gr�r�l/i\�T r^r�r�rr Tr�r� 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED ��y�� 2. �p 12;1 MAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 121 MAX CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 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 TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS ACCESSIBLE IRIP RESISTANT PATH CONNECTING ELEMENTS OFA ACIL TYTHATCAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 1 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT � 2�i��rr �i�� AX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND �r v THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 5' 121 MAX PERPENDICULAR TO THE CURB. MIN v -III=III=III=III=III=11 * '` 11=III=III=III=III=III=III=III=IIL-III= _ I -I 111Ill II -I -H. ACCOMMODATE - - - =I = _ - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT -- I I -I I I -I I I -I I I -I I I -I I I -I I I -I I L=1 l8 ; a(a a ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK q•M1N III=III=III=IIL-IIL-IIL=IIL=III- - a,,a'...� TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY IIL-IIL=1 - - AT * , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X XSAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' PARALLEL & PERPENDICULAR LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME in 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE � o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - y/ O O O O O O O O O O O O - v - 0 0 0 0 0 0 0 0 0 0 0 0 0 TT .� LANDING RAMP + U O O O O O O O O O O O O O O O t o 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 50%-65% OF BASE DIAMETER - O O O O O O O O O O O O O O O TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB 01 0.9"-1.4" _ VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. BASE F PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT CC-12 DETECTABLE WARNING SURFACE SPEGIFIQATIQN ROAD AND BRIDGE STANDARDS REFERENCE SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-12 -5 DOWELS, 8" LONG- PERMISSIBLE AT 12" C-C 5' MIN. CONSJOIN RUCTION 12;1 MAX "la z B 121 MAX N I RAMP RAMP (SEE TABLE) A (SEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAJLS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1MAX. 20:1 48 : 1 MAX. z'MIN. SECTION A -A PERMISSIBLE Y CONSTRUCTION a JOINT N CURB 0 u U SECTION B-B CROSSWALK M"� II II 0f A 4D LANDING AREA OUTSIDE OF OF TRAVELWAY NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALK CURB d SHALL BE PROVIDED FOR AR ceosswALK SEE SHEET 1 OF 5. S• 4J, WIERPETHIN THE WITHIN THE MARKED CROSSWALK AREA. TYPICAL PLACEMENT CURB THE REQUIRED LENGTH OF A PARALLEL RAMP 4'STRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5'SIDEWAIDEwALK SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 1 10 15 6 1 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 WITHIN CROSSWALK LANDING 48:1 MAX. DIAGONAL PLACEMENT SLOPE LANDING 48:1 MAX. LANDING 48:1 MAX. SLOPE SLOPE CURB 5' MIN CURB A 1 X CROSSWALK Mop _ _ = x CROSSWALK Y Mox' z a GRAS ORS CURB I FI I N (1 CURB CONCRETE WITH BUFFER STRIP WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SREREFFEREERE NCCEE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTES FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. a ~U z f(K WW U~ Ile AW a im • T�,j • 6 n FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY THE ENGINEER. ST-D. ST-1 •• I 6"A 45° HALF PLAN VIEW MH-1 B HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3ANCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5.IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 rr //.%////.1��\ 1��■ • • • / TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 1 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 1 0.45 1 - 0.582 CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE _ THE CROSS SLOPE SHALL BE 2Z FOR s A WIDTH OF 5 FEET. 3 A� XXSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o CC AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) cn 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1) - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE - - - 6 0 SIDEWALK USED WITH THIS STANDARD. SIDEWALK (SEE w - - - - NOTE 5> OPTIONAL UNPAVED SPACE FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION - - ---� +--- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION 7 OMITTED IN THE ENTRANCE.) JOINT EXPANSION I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLI71 NE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL �c� SECTION. A P I LAN VIEW EN CE NOTES ENTRANCE T 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR 8 % MAX. D OPTIONAL FLOW LINE GRADE CHANGE ® _ _ - p 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ _ (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - - - NOTE 7) - THE ENTRANCE. 8% MAX. ❑W - _ _ D - 7, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - - 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR coMMERCIAL ENTRANCE INTERSECTION NOTES 8 WHEN CG-111S USED FOR STREET CONNECTIONS THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A A THE ROADDESIGNDESVALUE MANUAL, STOPPING D� SIGHT DOF IS CE 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4' PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES 1 11 -� CLASS A3 (H.E. S.) . �. CONCRETE ' °• °' SECTION C-C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE I MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD <_ 3 % 6 LOW LESS THAN 500 VPD <_ 6 % 8 NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFIcnnoN XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE sHET , OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2" R CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D 1„•11 D D D D D D D D D D D D D D D D D D 6' I 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION `v=r REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 DI-1 I/2 SECTION CAST IRON -�{►- V2 SECTION STEEL NOTES 2'-7" LUGS TO BE V-31/" L 21/2" x 21/2" x 1/4"CAST WITH 10'-4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR PLANS. FOR DEPTH GREATER THAN 10' USE B T- STANDARD DI-1A (V n L - a iV r OPTIONAL N BRACE RIBS rn 9V „ 2,-7„ We CAST I GALV. IRON I STEEL 66 ± 43.6 LBS 3 LBS I INCLUDING INCLUDING LUGS (CONNECTOR NJ 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS ANE WILL BE MEASURED FROM THE INVERT OF WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" I/2' x 11/2" x 4"J I V2" x 4„ STRUCTURE. PLAN LUGS 12" 1 91/2" 1 STUD SHEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A BOTTOM OF THE STRUCTURE, THE INVERT OF THEBE SH WITH CEMENT STRUCTURE MORTARH OL PREVENT ED SECTION B-B STANDING OR PONDING OF WATER IN THE STRNURNISHING AND UPLACNGTALL MATERIALS HE COST OF F INCIDENTAL L COLLAR DETAIL I g"MIN RASED TO INLET SHAPING IS TO BE INCLUDED LETTERING IN THE BID PRICE FOR THE STRUCTURE. 2V2' DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. 4'-2" HARDWARE 2 6 7. *4 X 8" SMOOTH DOWELS AT CLOTH SEE DETAIL B APPROXIMATELY 12" C-C TO BE I- 2'-7" -I I PLACED IN ALL AREAS ADJACENT l 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT #68,#78 OR SETTLEMENT. IN LIEU OF DOWELS W W W W DQ'D _ #B x 6" WIDTH N A 2"X4" NOTCH MAY BE PROVIDED. a a a a A. p SEE STANDARD T-DI-3, 4 FOR I![ s a 0. p p 3" DIAMETER ALTERNATE DESIGN. = uo N COLLAR WEEP HOLE SEE NOTE 8 ;p 8. 3" DIAMETER WEEP HOLE WITH 12"X12" z x PLASTIC HARDWARE CLOTH MESH z- I -_z 12u � iv � � Z. � OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03" NUMBER 4 MESH iN uo 00 12"-15"-18" OR 24" - HARDWARE CLOTH ANCHORED FIRMLY (V TO THE OUTSIDE OF THE STRUCTURE. N N 7 p D. p = p p • �HHHHEM -1 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 1 3000 PSI) PRECAST CONCRETE IS TO BE 4000 PSI. 1V2' 1�I� EIS 2" I I 10. ANY ALTERNATE METHODS OF ANCHORAGE SECTION A -A SEE DETAIL B 'I�` �jl :�Ij� MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE I I� APPROXIMATE WEIGHT 15" CONCRETE PIPE - 1,528 CU, YD. CONCRETE 11/4 IjF +jl �' CAST IRON 11. DUMP NO WASTE DRAINS N WATERWAY 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE GRATE 363 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1 OF 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE SECTION C-C SECTION D-D VARYES. BYLMANUFACTURER. LETTERING MAY ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL `vooT STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12"- 24" PIPE: MAXIMUM DEPTH (H) 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 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 LINE n 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPOF CURB MAY BE REDUCED AS MUCH AS 3" OP DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5• CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. �2" RADIUS A. n •d•• zf t>. ' D. SURF( 'D.pD''DD BASE .A -.A -A, SUBBI 6" I a �2" R CG-2 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION XVDOT REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 EXIST GRADE METAL INSPECTION FRAME W SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR L� CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE NOTE: CLEANOUTS IN PAVED OR CONCRETE SHALL BE TRAFFIC RATED. CLEANOUT DETAIL No Scale ),� 0 Q CR'AIGVT. J. K(' ARSKI r' S ic. No, 0402048507 M CD E N 0 N � > E w °' E F- U Q LL 0 U. L� w O ra I OC LLI L M J U cO J - vj Lu H(01 d > C::) N ( LLI N Tj- 3:O :3x ILL Q : UC j Q C Lfl u N Q) M a� 00 J CD Lu tD � Z O 0- U w 0 Z Z Lu _O (n O > U w Q W CIL W 0) LL.I N Q ~ ti ti DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A uj J II� V / w O > V J J z Q O W U W Q J LLI w U e m W Q z O N O D O c d to U c O N O tn L 3 m U) 0 a D C- T C m a d N O c m _c to c m v- m CL O O 3 c L JOB NO. 42231 SHEET NO. C1.B ^^Q• V CONC CURB PARCEL ID: 061U10-01-OA-005AO G P-64" - LANDS N/F CHAXU INC. D.B. 2614, PCs. 013 P ' U I RCEL ID: 061U)0-01-OA-00200 \ USE: HOTEL / P-53" II GRASS �I LANDS N/F ADRENALINE SPORTS LLC I r I STORY / / I D.B. 2244, PCs. 354 / MASONRY TC/ T-66" I TC II �I 1 USE: RETAIL / / SUILDI /J 463 75' _ _ TC I / / l l coNc cuRr� I 466.27' S -1� 467.57 HIGHWAY COMMERCIAL ZONE / / T-3" =4_ -�/s - _ _ _ _ - _\- - �_ - G°N- P-5 " L/S 468.13' � LA C-1 COMMERCIAL ZONE T- 71 / 206 TC / / 464.50' 466.57' TC \ TC \ 8.85' Sz6 0, PCONC. AVED I I /' 466.00' `9 \ LA I 205 '7 PARCEL ID: 061U)0-01-OA-00400 - / III / AULTi ' TC 465 98' 66' LANDS N/F SHEOU-JONG CHIANG E YUN LI / � I i .i � 464.14' 465.29' PVMT � � RAFFIC E� \ TC � 46729' \ Tc D.B. 1548, PCs. 03-1 / 0I I f v 465.32' \CLEANOUT TYP TC USE: RETAIL // III i i I II // \VAULT„ $" ROOF DR SIAN �� PVMT mi-SAN ( ) \ 46 RD1 465.37' 0 I 204 p 40'WIDE CAS MAIN EASEMENT i 1 I 11/ G G TC TC TC PER D.B. 411, PCs. 341 / / 465.10' 466.06' 466.14' - TC ° ° �\$144 466.80' / / 4 L FFE=465.70' ASPHALT / TC 6" PVC ROOF DRAIN (TYP.) \ PAVEMENT / / / 463.55' _ 1 TC a1466.38' r,�Ass / - '462,203GRAS1AREA ° I' TC RE 46 a FOR PROPOSED I GAS MAIN EASEMENT / / cY� / //� / / 1 ° FUTURE MAG BENGNMARK AUTOZONE PER DB. 1694, PCs. 113 / // // II O DEVE O MEAT ELE = 61.415 1,964 SF STORY I TC ° I TC FFE = 465.70' 1 465.91' 465.42' 4( 1 STORY MASONRY BUILDINGS GRASS03 APPROXIMATE / / / / / / I / U) ` TC LOCATION OF D I / \ 464.99' TC I I z Q TC TC ° GAS LINES. TC / X 465.44' ° 463' I 466.05' ° TC ° 463.50' �+VIVIT TC 4 ° ° 462.56' /a 463.64' ° 464.86' ° 4 ° I ° ° ° 1 TC TC Q� ° 24" AO'T ESS RISER \ / 202 46 465.86' � ° ° ° ° ° �6 a I W/) M� 9 , TYP. \ / / Q 463.53' ° I ° 1 TC TC PVMT PVMT 1 'o / I G TC 201 463.89' PVMT 464.15' 464.34' 464.67' 46 1 I G � 463.39' TC 465.66' / h GRASS / \ SWM A 464.16' 301 I TC PAS 02 � 103 � z 77LF OF 66" CMP i 466.0 ASPHALT /PA"FjVT III I I \/ / \ p D TC / \ \ \ 97' TC I I 465.32' I RIM=456.64 / II / \\ VACANT WAIER� WEIR r4AN - - - (a) INV=444.14 /� i i \ - TC 401 I / (b) INV=444.14 / `` / / \ \ L-� GRASS PLATE - - (°) INV=449.34 �� / II S �TETER VAULT � 8„ - _ 462_70' "SAN 8" S - I S N -I- Nt 6 a a /So POLE /\ TC �. 456, - , \ 462.50' 463 I / \ GARS ` \ \ 462 - TC GRASS / \/ GRA \ \ POLE _ \ \ \ I + I 464.73' I W CHFH - OHP� OHA - - - OHP!-� 6ii� - I OHP ll 101,W \ 10"y V �V UG. WATER LINE PER MARWUT�10' D.I.) 1 p �� W 10loll1 W 10 - - a 21" RGP CONC. WALK \ !_ \ GRASS �STORM MH , /' MAT / ---------- -- - 54RAS5- -_�_ \ TRAMC RIM=462.44- , G TORM MH CONC. CURB W�71fR' 21 �P _ - VAULTO (a) INV=453.82-� (b) INV=45364/ / M=455.61 - - - - - - - - - - - �--= ------ --- I v=45L34 , L - - - $ - - - -\- 21" �P -CONC W,41X_- M O N U i 100' / / / ----- FOR I� CONC CRUS CU77ER � � / i PORTION OF 10" DIP TO BE N/ ' RELOCATED BENEATH PROPOSED / ' /N tK STORM PIPE. SEE SHEET C2.0 FOR PROFILE., N1b 40'WIDE UTILITY EASEheNT /DER D.B. 411 PCs. 12 SEM/NOLE TIF-ZAIL AI�A U.S. ROUE 29 ' VARIABLE RIGHT40E-WAY ' 59,00 ADT - SPEED LIMIT 45 MP GRASS C. CRASS _ _ MEDIAN L = s L = = 1COj4_ i MEDIAN €r GRASS - G- - MEDIAN G- ------ - ASPHALT PAVEMENT LIS ASPHALT PAVEMENT / \ X GND 69.36'ASPHALT \ \ PAVEMENT TC 468.39' SWIK 467.84'ASPHALT PAVEMENT X GND 467.46' "//t/ 467 co / 465.45' / SA STORM MH SAN. MH � 46522 RIMI=467:464.87 (a) INVNV460.84 \ (b) INV=461.79 ig„ \ HP- /- I I I I 1 ENT SIGN. SHOWN I ORMATION ONLY. f- / / �ST M MH � R1 =46596 \RTORM MH =466.49 \ \\0 IN�460.07 \ \ \ \ 1 I J GRASS MEDIAN CRAIGW J. KarARSKI W' Lic. No. 0402048507 9 E M E O 0 0% U N vi > E W 6 E a=+ ~ U Q �! w 0 U. o w O ra ,� OC W L M Q J U co a H Lu�p N U` W O x w c U j Q c Lri 4 rn N >� M a � 00 J Lu � H Z O a U w 0 Z Z � O_ LnLu Q j U C) W a Z O ti W 0) Lu N O ti DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' p 0 c ai tn 2 U c 0 0 w co 0 0 a C o_ T c as a a 0 0 c m tn co co °s o_ c `o m 0 3 c L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. C1.1 ^^O- PARCEL ID: 061U)0-01-0A-005A0� UQ P-64" LANDS N/F CI-IAXU INC. D.B. 2614, PCs. 013 ' U USE: HOTEL / I STORY / MASONRY / BUILDI HIGHWAY COMMERCIAL ZONE / f T-3" P-52" C-1 COMMERCIAL ZONE �� // 206 CONC GRAB PAVED / r 205 -P-53" T--66" LA PARCEL ID: 061U)0-01-OA-00400 AUL1 2 -J 3 LANDS N/F SHEOU-JONG CHIANG E YUN LI / ��' D.B. 1546, PCs. 031 y PROPOSED USE: RETAIL /II �X,AULr„ GAS SERVICE D 204 RD1 O 40'WIDE GAS MAIN EASEMENT G PER D.B. 411, PCs. 341 ° / zi ASPHALT PAVEMENT /6RASS / / / 4 203 GRASS AREA RESERVED FOR CAS MAIN EASEMENT / FUTURE PER D.B. 1694, PCs. 113 // / / DEVELOPMENT I STORY / MASONRY BUILDING / GRASS APPROXIMATE T-45 / / cn LOCATION OF / z GAS LINES. / / / G) / TIE TQP I GAS LE / / / 202 / / ° / III 1 Ass/ / 02 z GAS 103 ASPHALT PAVEMENT /II / / \ D \\ SAN.MH------ RI11=456.64 (a) INV=444.14 / II / VACANT WATER (6) INV =40.14 / ` \ LJ CRASS (c) INV=449.34(c) II METER VAULT 8" N — — — E 8" SAN b (a) cAs, / 101 \ / POLE / CONC CURB SAN in SAN I G Q d d Q GAS METER ELECTRIC METER 4" SANITARY 4" SANITARY SEWER LINE STUB -OUT PVC SDR 26 FOR FUTURE CONNECTION PROPOSED WATER LINE BENCHMARK AUTOZONE 1" TYPE K COPPER MAG NAIL 6,964 SF ELEV=461.45 1 STORY 1" WATER LINE STUB -OUT FOR FUTURE CONNECTION ° a d a d d d WATERLINE 1" TYPE K COPPER 401 f "SAN ,402 45° BEND 45° BEND 301 CONC_CURB 'I PARCEL ID: 061U10-01-OA-00200 II GRASS II LANDS N/F ADRENALINE SPORTS LLC D.B. 2244, PCs. 354 II II USE: RETAIL CONCCURB L/s T-36" LA zr D 90° BEND 7 r"4 45° BEND 30f V 8" SAN — — r „ SAj— rb) s SAN. MH p ,r (aI5.22 )NV (a) INV=460.84 (6) INV=461 79 - I 111 WM ® GRASS / / \ GA �a \ 90° GRA \ POLE \ BEND --7'-- \W W O /— � PHOH— OHPI - — OHP— „ „� UG, w R LINE PER MARKOUT 10' D.I. 10„W 90° BEND 10 10"W 10 10"47 W[ 1 'W - 10"W / AL1"X1"X1"TEE CONC. WALK / M COW. CURB W GUr1ER — _ — _ _— — — — AULT� 9OO — — _ — — _ — _ _ _ _ —-------------(Lwc_Nj--- �b) p(a)/ o _GRASS i �� CONC CURB G�77 PORTION OF 10" DIP TO BE RELOCATED BENEATH PROPOSED STORM PIPE. SEE SHEET C2.0 FOR PROFILE. PROPOSED WATERLINE 13 PROPOSED SANITARY TO TIE TO TO TIE TO EXISTING STUB 40'UIDE UTILITY EASEMENT EXISTING STUB. CONTRACTOR TO PER D.B. 4711, PCs. 12 . LOCATE AND VERIFY LOCATION AND S E [ I � l�T O LE T �AI L INVERT OF TIE IN. COORDINATE WITH ENGINEER PRIOR TO ANY SANITARY CONSTRUCTION. AKA U.S. ROUTE 29 (VARIABLE RIGHT—OF—WAY) 59,000 ADT — SPEED LIMIT 45 MPH GRASS MEDIAN CONC. CURB = _ _ _ — GRASS ------ -- MEDIAN — G — G GRASS MEDIAN °N HP— — EXISTING HYDRANT MONUMENT SIGN. SHOWN FOR INFORMATION ONLY. ASPHALT PAVEMENT ASPHALT — J � PAVEMENT PEDASPHALT PAVEMENT / / ASPHALT PAVEMENT C) W // "'y^ \\ \ II NOTES: 1. CONTRACTOR SHALL COORDINATE WITH ACSA PRIOR \ TO THE START OF CONSTRUCTION ON THE \\\ RELOCATION OF THE EXIST. 10" DIP WATER MAIN. 2. CONTRACTOR SHALL REFER TO ACSA CONSTRUCTION STANDARDS AND DETAILS ACCORDINGLY. ====CONCC(LB--- GRASS MEDIAN CRAIGW J. KarARSKI W' Lic. No. 0402048507 9 E M E CD 0 0% U N vi > E w ~ U Q'! c) u o w O ra OC W L M Q J U co H Lu�U` W O c_ z� Tj_ O x w oQ c Q c Ln rn 4-1 N � M d tj- 00 J CD uj tD � z O a U U) w � 0 Z z � O � O > U w Q W CL z O ti W rn ui N O ti DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' W J uJ 1� V w Oa > z Q J z J Qo W J_ J UQ we m w Q z O N O p L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. C1.2 d'. I C, 40, STA 11 +28.09� 45' BEND `O STA 10+34.63 STA 10+03.03 STA 10+98.57 STA 11 +71.81 STA 12+55.14 CP, AIG Vr J. K(Y ARSKI 460 460 470 450 BEND 470 470 90' BEND 900 BEND 45' BEND 90' BEND 470 Lisa No. Cd= 02048507 I I / 12119 S�rONAL M >_ 0 N 0 N c c > E STUB OUT 1u a� .E FOR FUTURE � W CONNECTION a M 4 LL U. o w O "m Q J U co Z w N - uri O a U) O N EXIST. 8" SSWR PIPE zrj M CONTRACTOR SHALL ~o x u VERIFY DEPTH PRIOR � o z TO THE START OF CONSTRUCTION = c� a O ~ c , w U aj Z 00 J CDD H O W CL 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 13+50 M z WATERMAIN RELOCATION PROFILE FUTURE WATERLINE DOMESTIC WATERLINE C7 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' p W VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 = o � w > w w rV 5 U Q a z O U)) DATE 0 0 0711612019 0 50 DRAWN BY PROFILE SCALE A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE AS SHOWN NOTE: TRAFFIC RATED CLEANOUT CONTRACTOR TO LOCATE AND VERIFY pSTA 11+55.75 LOCATION AND INVERT OF TIE IN. TOP 463.68 COORDINATE WITH ENGINEER PRIOR TO INV IN 459.02 (3-2) ANY SANITARY CONSTRUCTION. w INV OUT 458.92 (2-1) J TRAFFIC RATED CLEANOUT TRAFFIC RATED CLEANOUT J 3 STA 10+22.87 TRAFFIC RATED CLEANOUT STA 11+14.23 CLEANOUT TOP 464.27 STA 10+17.55 TOP 464.27 3 STA 12+23.74 CLEANOUT0 TOP 465.22 5 INV IN 459.70 (5-3) 1 TOP 461.44 STA 10+00.00 4 INV IN 459.70 (5-3) INV IN 461.63 (BLDG-5) INV IN 460.14 (4-3) INV IN 457.44 (2-1) TOP 465.18 INV IN 460.14 (4-3) INV OUT 461.63 (5-3) INV OUT 459.70 (3-2) INV OUT 457.34 (1- EX. STUB) INV OUT 460.60 (4-3) INV OUT 459.70 (3-2) `� • 470 470 470 470 w PROPOSED (n GRADE O ; UJ 465 465 J EXISTING j O GRADE O w 460 460 Q 5-4 1' MIN. U LU 22.87' O �� m J " SDR-26 PVCSTORM J @ 2 00° PIPE RD1 w Q z 455 455 O N 450 450 0 F-- O D 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 BLDG - EXISTING STUB SANITARY 4 - 3 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 JOB NO. 42231 SHEET NO. C2.0 PROPOSED tn GRADE TO MATCH EXISTING 455 455 2.14' 1 450 450 APPROX. EXISTING 10" SIZE AND WATER MAIN LOCATION OF EXIST. GAS LINE 445 STORM 445 PIPE 101 440 440 <1'tn PROPOSED 465 GRADE 465 EXISTING - 3' MIN. GRADE 460 460 1"TYPE 4' COPPER 455 455 STORM PIPE 301 450 450 PR POSED GRADE 465 i 3' MIN. 465 EXISTING GRADE _ TIE TO 460 ^ � 1.5' 1.5' MIN. BUILDING 460 MIN. 1" TYPE K STORM COPPER PIPE 301 455 455 TIE TO EXIST. 8" SSWR PIPE STUB OUT CONTRACTOR SHALL VERIFY DEPTH PRIOR TO THE START OF CONSTRUCTION 450 450 PROPOSED PROP. ROOF GRADE LEADER 465 465 EXISTING � GRADE MIN. PROP. GAS LINE 460 460CL BLDG- 5-3 PROP. SANIT RY SERVICE 17.55' O g6.68' OF 1' TO CONNEC TO EXIST. 4" SDR-26 P 4" SDR-26 PVC 1 MIN. STUB AND 8" MAIN. @ 1.920A @ 2.00% MIN. SEE NOTE THIS SHEET. 455 3-2 41.52' OF 1- EX. STUB 455 4" SDR-26 PVC STORM 2-1 90.02' OF @ 1.63% PIPE 205 67.99' OF "SDR-26 PVC STORM 4" SDR-26 PVC @ 1.68% PIPE 103 @ 2.17% 450 450 A Q CRAI Vir J. K(Y ARSKI M -- Lic. No. 0402048507 cz m o❑ CD o M NO / 2/ 19," ~ u O O O ~ �M a) � o � °o �� rn M (.00 o ao �'�7�IA,L mOM� =00't � m�04 N� C? + OO Z Z —' O� 0O't0 ❑�v0 Q� O ❑��Z 0 NQ�O O�0> N(AOZ z z O�O> > ��0Z M E NU) Z NcnHZ Z o p 470 470 470 470 N N c Q 0 > E w 6E w V U Q LL o ❑ L w O ra ce Q J U co Z J — uri O w N rn 0 V�, d O (V d (D uj U) cV z U O J) X U �� ai< w ~ Ivi ❑ Q ❑ W = � < Lr) z ~ c � �� O oN w U a� Z °0 J �� OU W a vi � Z! O O ti C7 O W w > w N w U ❑ ti Q ti Z O c%) DATE 0711612019 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 12+50 O DRAWN BY STR. 206 - SWM A STR. 302 - SWM A A. FONTAINE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • U SCALE o AS SHOWN � N O •LO M rl:m � LN � • N c O � 0 0-)_ = + � = + 0 M 0CD LO O p � 't Z O �� z 0 o❑ �LO o�Oz Z oCL �0>> j � v� O N �U) z z �U)f_z Z °c oo co 't w rn (0o 465 465 �j o v u � 00 rn � � m o+ N H EXISTING APPROX. ELL OF EXIST. o � ❑ g o Z z ❑ � 0 GRADE GAS LINE. CONTRACTOR TO VERIFY PRIOR TO ❑ P 0> 6 Q O>> O> CD ai 00 z CONSTRUCTION Of c/) z 04 C/) z z PROPOSED 470 470 465 LGRADE 465 460 \ 460 EXIST. J Lu SANITARY SEWER ----EXISTING WEIR PLATE Hq 460 GRADE 460 455 1, \ 455 �r /^'� Vl SWM A 0 MIN. 70 LF OF 66" CMP ui @ 0.5% SLOPE 401 INV OUT: 452.10 455 24.14' OF _ _ 455 INV BTM: 452.10 450 1 450 U) 12" HDPE 103 101 MIN. O � w @ 4.50% 36.78' OF 62.81' OF J 18" HDPE 21" RCP Z LL @ 0.68% @ 0.50% RELOCATED 10" 0 DIP WATER MAIN Lp) 450 450 445 445 < Lu U SWM A EXIST. SANITARY 8" EXIST. 70 LF OF 66" CMP SEWER. MAINTAIN 1 FT Q SANITARY @ 0.5% SLOPE VERTICAL SEPARATION. ( ) PIPE INV IN: 456.16 �/ w INV BTM: 452.41 m 0 445 445 440 440 w Q z `o O N 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 O RD - STR 204 STR. 402 - SWM A SWM A - STR. 100 . 0 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 x < 0 — 0 50 PROFILE SCALE JOB NO. 42231 SHEET NO. C2.1 tn PROPOSED GRADE 465 465 EXISTING GRADE PROP. GAS LINE — l — — 460 1 1 ' PRO � I GAS 460 PROP. LINE SANITARY SEWER I 455 _ 203 455 205 36.10' OF 106.22' OF 201 12" HDPE 12" HDPE 21.27' OF @ 1.93% @ 1.01% 12" HDPE @ 1.00% 450 450 SWM A 70 LF OF 66" CMP @ 0.5% SLOPE INV IN: 455.42 INV. BTM: 452.21 445 445tn PROPOSED GRADE 465 465 PROP. EXISTING — SANITARY GRADE SEWER 460 1' 460 MIN. 455 RD1 50,g4.OF 8., HDPE @ 1 gg / 0 455 450 450 1" TYPE K COPPER PROPOSED WATERLIN GRADE 465 465 \ EXISTING \ GRADE \ 460 1"TYPE K 460 COPPER SWM A 455 70 LF OF 66" CMP @ 0.5% SLOPE 455 INV. I N: 454.83 301 INV. BTM: 452.48 155.40' OF 12" HDPE @ 2.50% 450 450 445 445 480 480 HEIGHT OF OBJECT = 3.5 FT SURFACED DATA SURFACE DATA 280, SIGHTDIS (FROM TANCE IS) (FROM SURVEY) HEIGHT OF 475 - LEF7- EYE = 3.5 FT 475 183' SIG HEIGHT OF OBJECT = 3.5 FT470 �H=STANCE — RIGHT 470 EXISTING GRADE 465 465 FINISHED GRADE EXISTING 460 GRADE 460 455 455 9+50 10+00 11+00 12+00 13+00 WESTFIELD PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 15+00 lK\A \A\, / \ 10F00 1o+gin - - WESTFIELD ROAD 4 / + 1,200 ADT - SPEED LIMIT 25 MPH A4+ru 11+50 _ O 12+pp A 3+15 -- \I--12+50 A3� i \A- cr) I I I I I \\ I to 0 50 PROFILE SCALE SCALE 1 "=40' 0 40' 80' :.; PSI �-�, q� S ic. No, 0402048507 M E O 0 0% U N vi N � Q 0 > E w °� E - 4-� Lu Q U. o L w O OCL LM J U co Lu J — vj H 0- p N U` W N Z � i � o x LL c U j Q c 'n 4 0-, N >� M a� 00 J O w �.oF- z 0 ►7 19 91 W O Z O U W a z O ti W DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE AS SHOWN w J i w 0 �c a U w z O N O a JOB NO. m 42231 L SHEET NO C2.2 / / / ASPHALT v PAVEMENT O / / PARCEL ID: 061WO-01-OA-005P-64" — A0 � CONC. CURB Qv // LAD$. NDS N/F CHAXPCs U INC. �� PARCEL ID: 061W0-01-0A-00200 � // / 96 P-53" II II LANDS N/F ADRENALINE SPORTS LLC / \ I STORY �y �a� .B D. 2244, PCs. 354 \� USE: HOTEL / MASONRY �� T-66" II II USE: RETAIL II � I //,\ ASPHALT BUILDIN � — CONC CURB — _ _ — — — — — — — JI PAVEMENT HIGHWAY COMMERCIAL ZONE �� T3"—�—-------------- / 4 P-52" L/s L/s T-36" L/s \ \ C-1 COMMERCIAL ZONE T— �� // / Ptd ado \ \ \ II / GRASSSI CONC. /s PAVED / ASPHALT i PAVEMENT PARCEL ID: 061W0-01-0A-00400 ` — AULT® % a LANDS N/F SHEOU-JONG CHIANG d YUN LI � STORMWATER D.B. . 1548, PCs. 031 / USE: RETAIL / �IuauL>,� MAINTENANCE / SAN SAN ACCESS / Ste EASEMENT ^l� 40'WIDE GAS MAIN EASEMENT PER D.B. 411, PCs. 341 / /I G TG e a ari ASPHALT / PAVEMENT /GRASS /Zi GRASS AREA RESERVED PROPOSED ASPHALT FOR BENCHMARK AUTOZONE ° I �� / PAVEMENT CAS MAIN EASEMENT / / �/ / / FUTURE MACS NAIL 6,964 SF ° 4 PER D.B. I&S4, PCs. 113 // / / // O DEVELOPMENT ELEV=461.45 1 STORY 1 STORY MASONRY BUILDINGS / GRASS z Ile / 0 / / STORMWATER O MAINTENANCEa Q IV / A CESS ° ° ° a a a EASEMENT O cRas40, / / / �II �� l PASPHALT AVEMENT / / / " I / VACAN;WATER — ——---------- — -- — ---- — — — ---- — — — - — — — — — L-] GRASS s S MEIER VAULT E 8" SAN — — — — f 8" SAN — — „ SAN — 8" S — 8„ S N 8" SAN — — — �- " SA :7�1 s �I \ T/ II I / T / a WASs /// EO \\ \ — PHP O O — OHP — OHP — — OHP — — OHF--- 6HP— — OHP— „ �— HP— �� UG. WATER LINE PER MARKOUT (10- D.L) 10�� / "W 10 yV 10"W 10"WC 1 W 10"W _//� / / CONCONC.WALK MAT 1 _---------- -----9ASS-- _ TRAM / / �0 CONC. CURB W GUTIER VAULT GRASS 0 — — T —Q-W9 L K— — -- ------ cavccuRe�curTER---�� 13 J 40'WIDE UTILITY EASEMENT PER D.B. 411, PCs. 12 SEMINOLE TRAIL AKA U.S. ROUTE 25 59,000 ADT — SPEED LIMIT GRASS rnur fURB _ — _ — = = — — — MEDIAN --— — GRASS � MEDIAN GRASS C' — MEDIAN G— - - GRASS MEDIAN SCALE 1 "=20' NOR 0 20' 40' Q CRAl Vr J. K(Y ARSKI S ic. No. 0402048507 19 M E O 0 0% U N vi N � >_ �; E Lu Lu a LL � o 0U. w0 �� Q J U co Z Lu H — ui O aiANON (� LU O x U w � w �� U 2 Q L c Lri � O oN w U a� Z 00 J t.o H u W CL � Z 0 O O C7 � W O F- 0 0) > Lu Lu N Q O z O DATE U) 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE 1 "=20' • • • w J 1�—q z V w w z OQw J z w Q Qo w w J vaw w I-- m Q w Q � z � O N o O cl) Q JOB NO. 42231 SHEET NO. C2.3 L L 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 / 17. 0= REMOVED. SPECIAL ATTENTION SHOULD BE GIVEN TO REMOVE ANY \ 'V REMNANTS OF THE PREVIOUS RESTAURANT BUILDING, INCLUDING o�� FOUNDATIONS, UNDERGROUND UTILITIES, GREASE TRAP, AND /OR // �� N ASPHALT OTHER PREVIOUS CONSTRUCTION THAT WAS NOT REMOVED DURING / / PAVEMENT O�Q THE PREVIOUS DEMOLITION ACTIVITIES OR INDICATED BELOW. CURB PARCEL ID: 061WO-01-0A-005A0A� V P-64" LANDS D$. 264, f=G. 013C J-Z� P V { \ RCEL ID: O&IWO-01-OA-00200 USE: HOTEL / P-53" II GRASS I LA16N/F ADRENALINE SPORTS LLC I I STORY D. 2244, PCs. 354 MARY T-66" �cN /� // I �I II 1 OZ. RETAIL / LA / SON� / 6UILDI � — — coN�.cuRB � _ � s -I� 1 coNr._cu /' i � // � /� ASPHALT HIGHWAY COMMERCIAL ZONE / �/ T 3" =—�� _ — — — — - =-� — \ = �_ _� _ — — ems-- _ / ` / Q _ PAVEMENT / P-52" L/S Tz3M LIS C-1 COMMERCIAL ZONE T- �N // / / T 3,-3 Z, ASPHALT CONC. II / / GRa / / T �„ (2)T 6" sz 5�b, ' / / \ / 6Q LA \ PAVED /� I i / / / / / / T -6 \ \ \ V / // / ASPHALT 11 PAVEMENT PARCEL ID: 061WO-01-OA-00400 — I I I/ / �&IUIIL®v" / �' REMOVE LANDS N/F SHEOU-JONG CHIANG E YUN LI � I I � / �,, � CONCRETE D B. E. TA 03� / llI I / I i AULT;y PAD PARCEIL ID: 061WO-01- 00300 �6 USE: RETAIL / III i I I // ASPHALT LANDS N/F UNIVERSITY OF VISr-i[NIA.QOUNDATION \ \ REMOVE _ - - - - D.B. 3296, PCs. 514 PAVEMENT \ \ ASPHALT V \ TREES - 463 - - - - - _ REMOVE \ \ \ \ \ \ \Ab(l 40'WIDE GAS MAIN EASEMENT 1 / 1 1 / CONCRETE PER D.B. 411, PCs. 341 // / I I I/ / BASE SAWCUT B��' \ \ \ \ \ \ T-3" / ASPHALT / / / / 1 \ _ (3)T 3 / PAVEMENT -- - - - - I I \ T-6" \ GRASS /- 1 G ASS / / \ / - -462- 1 Z / / ASPHALT V T� � N6 /l / PAVEMENT GAS MAIN EASEMENT / e��`/ / / � I GRASS BENCHMARK I I 43" HOLLY / / / /// / I ELEMAG = 61.415� II PER D.B. 1694, PCs. 113 / �/� / / / / / 1 � 43" HOLLY / SAWC I r! ASPHALT U I STORY / / / II / / / I PAVEMENT`S 1 \ MASONRY BUILDING / cRass � � / 1 / I �� m •p / \ � T-45"� / 1 APPROXIMATE / 1 / I LOCATION OF / / 1 / co T-40" kl,W -T 461 4 / GAS LINES. / / / X d REMOVE I �� c) ASPHALT 1 I I/ ` //� p PAVEMENT ORA "'y GRASS REMOVE / T-40" (4)T-/" CONCRETE R AMP / III h GRASS CD / III 05 \ \ PaE -20" REMOVE / Po4�59s ASPHALT III \ \ LIGHT ac. // I PAVEMENT i \\ \ \ 45" HOLLY SANITARY SEWER UNEPe? 11 / 4 HOL�'A �P 11/ SAN.MH /---1��--/ --- \ —� ---� ---- TO REMAIN ----' I-- / I'I �I RIM=456.64 TE� VACANT WA (a) INV=444.14 \ ^ 1 \ r� - I / , �-- (b) I I (b) INV=444.14 / `` / / \ LJ GRASS — -f 8" dAN �A (c) INV=449.34(c) II / O METER VAULT - - - f 8" SAN — -I— — s s„ S �. 8" S�(V �� 8" SA 11y — f 8" SAN — -� SAN. MH I ASPHALT I I D T=464.87 \ RIM=46522 I n T, PORTION OF 10" WATER -MAIN \ REMOVE PAY730T I �` � ��\ (a)INNVl=446a8 II I 11 III \/ P \// \ \� O BE RELOCATED FOR \ \ \ \ INLET 12 SPACES I I ,, �' I I / 4S \ ) PROPOSED STORM PIPE \ � I -\ ,\a b' \ / \ GA GRASS I I GRASS \ \ POLE \ REMOVE PIPE �� STORM MH I p �oQ� GRASS Li RIM=460.50OR VAULT INV=456.52 / PED PHP OHP— /— OH — OHP� �OHP — — OHP — --I O - HP— „ UG WATER LINE PER MARIM 10" D.1. STORM MH 10 W 0 IV1/ \ 10 �V 10 ' W �� _- - �� /� 1 S" \ RIM=46s.49 1 \ \\ IN 460.07 21" RCP GRASS SIQRM MH , MAT - - - - -_ - - - - - - - - - - - D - - - \ TRAFFlC RIM=482.44, i C?O �\ G STORM MH CONC. CURB WrV 21" RCP - -- - T -ems= VAULTS \ \ (a) INV=453.82� / \ (b) INV=453.6 RIM=455.61 / � � mot= --- _--------- / \ / INV=451.34 / / -L�_- 1 - - - - - -\ 21" �P GRASS CONCC CURCW� ^ REMOVE p6`L ' I \1 T— / =_ / CONCRETE CURB A / / / 1.3 / AND GUTTER 40'WIDE UTILITY EASEI�PENT / IER D.B. 4-t1 PCs. 12 / S /tNOLE TCAIL AI�A U.S. ROUE ��- / / VARIABLE RIGHT40E—WAY 59,00 ADT — SPEED/ LIMIT 45 MP GRASS CONC CURB — _ _ MEDIAN of GRASS MEDIAN GRASS ------ MEDIAN - G G CONC. C'URH GRASS MEDIAN q� :1,zm PSI 0 o Q CRAlG W J. K13' AI'sSKI � S ic. No, 0402048507 M >_ CD 0 N U N N > >_ w �; E _4-� uj ~ U Q � o w O ra OC W L M Q J U co a H d CD N U` Lu N 3: O � X c a c Lr, 4 0-, N � M a� 00 J � H 19 Z O a U w 0 Z z � O Lf) O >Lu U C) W CL Z O ti W rn LL.1 N O ti DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' w J J V / ui a z O J z z Q o O W I--- Z Q J Uwo m waw z O N O p 0 tn U 0 0 w m 3 0 0 0 a o_ T 0 a 0 c m tn c m v- cu a c 0 m 0 3 c L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. D1.0 INTERIOR PARKING LOT LANDSCAPED AREA PARKING LOT LANDSCAPED AREA 3,143 SF 0 A# HIGHWAY COMMERCIAL ZONE C-1 COMMERCIAL ZONE �I / I /I� AULli° ITA VIR(5) AG SWE(5) / ILE WIN (10) ITA VIR(5) / � d Od / w i / G D z VACANT WATER (9)GIN P R N ' / 12 MAG SWE 'SAN- 1 j llx a ° d -(11)ILE WIN -(15) ITE SPR II4 CONC. CURB / \ \ PED U // o ° a 0 Iro \ Q BIC(3) \ 6'9 ITA VIR(65) SAN SAN ULM ALL o o PLA ACE (8) o G° PHP O P CH OH7 04F 777 10"W �10" D.I. 1011W (70 R S �— 10"W[— / I 21" RCP \ — — - TRAMC - - 21 RCP--- VAULTO goo ---------_= S E M I N O L E of 301.5' ----- G— — d ° o o 7� o d z b) - HYP PER(40) ° ILE WIN (9) PROPOSED d ILE INK(12) AUTOZONE ° CAR SED(47) / 6,964 SF a d (2) BET HER • // 232.6- / d � s lid a ° ° ° d d ° a _ •/ �/ � � 11 l ° 46 11 l ITE SPR(23) /// co / '464 ILE WIN (16) /// /t , )ILE INK �/ (45jPAN SHN — — — — /•/ /// 'I III 8"SAN— —'S N — • OH • OHP 10„ D / / / HP CAR ED (8 o\\ \ MAT i 0 �\ i i -------- 2111 MONUMENT SIGN. SH ------____—_' FOR INFORMATION ONLY. T R A I L ,TH OF LANK W. H 14 �'"'''��CpC�III z o. 11/12/19 U� w 'tigpE ARC�� M E O 0 0% U rV vi >E w < U. 0 LL o w O m QC W L M Lu U c0 U, ;J — Lrj Lu p N z 1... °1 O x LL c U j a c L^ rn fV >� M a� 00 J tD H z O d U w 0 Z z � O � O >Lu U Q w a Z 0 4 W rn W N Q o � DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' 2 99 a tn U N d O w co 0 a o_ T c a a a c co tn co v- co o_ O m 0 3 c L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. L1.0 d ° o o 7� o d z b) - HYP PER(40) ° ILE WIN (9) PROPOSED d ILE INK(12) AUTOZONE ° CAR SED(47) / 6,964 SF a d (2) BET HER • // 232.6- / d � s lid a ° ° ° d d ° a _ •/ �/ � � 11 l ° 46 11 l ITE SPR(23) /// co / '464 ILE WIN (16) /// /t , )ILE INK �/ (45jPAN SHN — — — — /•/ /// 'I III 8"SAN— —'S N — • OH • OHP 10„ D / / / HP CAR ED (8 o\\ \ MAT i 0 �\ i i -------- 2111 MONUMENT SIGN. SH ------____—_' FOR INFORMATION ONLY. T R A I L ,TH OF LANK W. H 14 �'"'''��CpC�III z o. 11/12/19 U� w 'tigpE ARC�� M E O 0 0% U rV vi >E w < U. 0 LL o w O m QC W L M Lu U c0 U, ;J — Lrj Lu p N z 1... °1 O x LL c U j a c L^ rn fV >� M a� 00 J tD H z O d U w 0 Z z � O � O >Lu U Q w a Z 0 4 W rn W N Q o � DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' 2 99 a tn U N d O w co 0 a o_ T c a a a c co tn co v- co o_ O m 0 3 c L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. L1.0 GENERAL NOTES - PRE -CONSTRUCTION • 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 SEWER/WATER 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 BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION HEIGHT VARIES WITH PL 12" MIN. • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY 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. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS 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 THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & 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 GROUNDCOVER/ PERENNIAL PLANTING 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT KV 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRI AND OUTSIDE OF I SET ROOTBALL FLUSH TO I 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL ROOTFLARE SHALL I ABOVE FINISH PRUNE 1 A SLOPE Of\ PLAN - SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAf MULTI —STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. 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 TOP %3 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 TOP %3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING 7 B&B CONTAINER 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 TOP %3 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 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, 2'-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 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER I- 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY 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 1 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. 299 FLOWERING TREES QTY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY SF MAG SWE 17 MAGNOLIA VIRGIN IANA SWEET BAY 2.5" CAL. 100 SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ILE INK 45 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. ILE WIN 46 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. ITA VIR 75 ITEA VIRGINICA VIRGINIA WILLOW 24" HT./SPRD. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING ITE SPR 38 ITEA VIRGINICA'SPRICH' VIRGINIA SWEETSPIRE 24" HT./SPRD. 30" o.c. PAN SHIN 45 PANICUM VIRGATUM 'SHENANDOAH' SWITCH GRASS 24" HT./SPRD. 30" o.c. GROUND COVERS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING CAR SED 198 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. 18" o.c. HYP PER 40 1 HYPERICUM PERFORATUM ST. JOHN'S WORT 1 GAL. 18" o.c. 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 28,639.13 SF 28,639.13 x .05 = 1,431.96 SF 1,432 SF 3,143 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 11 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 1.42 AC (GROSS SITE 10% COVER 1.42 AC x .1 = 0.142 AC 6,186 SF 10,040 SF AREA) = 6,185.52 SF 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. V, 6,70% Lj ZANK W. H 411I z o. 14 Val 11/12/19 w QPE In E 0 0 rn � N � N � > E LU°� F ~ U v � Q U. o w O ro af LU r aUo0 w J — Ln a > o N (.'J W N O x o a w cn= vN = U > � Q C� rn O N U d � 00 J Ln 0 L7 0 0 w w U Q z 0 U) 0 z 0 d U U) L w z W 0 V O > U w O U LU z O W CZ DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE NTS Uj J J H� � /> V 1 J_ LU Q w O Q r) 0s J ~ 5 w <U O O _ w z U wM LU m J a a 0 z U) O 0 N Q O D 19 JOB NO. 42231 SHEET NO. L2.0 NOT TO SCALE L NOT TO SCALE D-Series Size 1 Catalog Number IPNNbb LED Wall Luminaire Notes DISIGIII IIGHTS `iighiing Type NI CONSORTIUM facts FRIENDIY Introduction d:'series The D-Series Wall luminaire is a stylish, fully integrated LED solution for building -mount Specifications applications. It features a sleek, modern design Luminaire Back Box (BBW, ELM and is carefully engineered to provide long-lasting, Width: 13-3/4" weight: 12 Ibs Width: 13-3/4" BBW 5 Ibs energy -efficient lighting with a variety of optical (34.9cm) (5.4kg) (34.9cm) Weight: (2.3kg) 10" 4" ELCW 10 IDS and control options for customized performance. Depth: (25.4cm) Depth: (10.2cm) Weight: (4.5k9) With an expected service life of over 20 years of Height: 162/8) Height: (162/8) nighttime use and up to 74% in energy savings over comparable 250W metal halide luminaires, W the D-Series Wall is a reliable, low -maintenance H H Q lighting solution that produces sites that are ® exceptionally illuminated. W For 3/4" NPT side -entry conduit (BBW only) • - EXAMPLE: DSXW1 LED 20C 1000 40K T31VI MVOLT DDBTXD DSXW1 LED Performance PackageDistribution 1. 1 1 1 1 1 Options Other Options DSXW1 LED LEDs T2S Type II Short MI Shipped included Shipped installed Shipped installed DDBXD Dark bronze 10C 10 LEDs (one engine) 20C 20 LEDs (two engines) Drive current 350 350 mA 530 530mA 700 700 mA 1000 1000 mA (1 A) Color temperature 30K 3000K 40K 4000K 50K 5000K T2M Type II Medium T35 Type III Short T3M Type III Medium T4M Type IV Medium TFTM Forward Throw Medium 120' 208' 240' 2771 (blank) Surface mounting bracket BBW Surface - mounted back box (for conduit entry)' PE Photoelectric cell, button type' DMG 0-10V dimming driver (no controls) PIR 180°motion/ambient light sensor, <15' mtg ht" PIRH 180°motion/ambient light sensor,15-30' mtg ht s,s ELCW Emergency battery backup (includes external component enclosure)' SF Single fuse (120,277V)s DF Double fuse (208, 24OV) s HIS House -side shield I Shipped separately BSW Bird -deterrent spikes' WG Wire guard' VG Vandal guard' DBLXD Black DNAXD Natural aluminum DWHXD White DSSXD Sandstone DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white DSSTXD Textured sandstone NOTES Accessories 1 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options), or photocontrol (PE option). Ordered and shipped separately. 2 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. 3 Photocontrol (PE) requires 120, 208, 240 or 277 voltage option. Not available with motion/ambient light DSXWHS U House -side shield (one per light engine) sensors (PIR or PIRH. DSXWBSWU Bird -deterrent spikes 4 Specifies the Sensor Switch SBR-IO-ODP control; see Motion Sensor Guide for details. Includes ambient DSXWIWG U Wire guard accessory light sensor. Not available with "PE" option (button type photocell). Dimming driver standard. 5 Specifies the Sensor Switch SBR-6-ODP control; see Motion Sensor Guide for details. Includes ambient DSXWIVG U Vandal guard accessory light sensor. Not available with "PE" option (button type photocell). Dimming driver standard. 6 Not available with 20 LED/1000 mA configuration (DSXW1 LED 20C 1000). 7 Not compatible with conduit entry applications. Not available with BBW mounting option. 8 Single fuse (SF) requires 120 or 277 voltage option. Double fuse (DF) requires 208 or 240 voltage option. 9 Also available as a separate accessory; see Accessories information. '. L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • wvvw.lithonia.com L/GHT//V6 © 2013 Acuity Brands Lighting, Inc. All rights reserved. D-Series Size 1 �Numee - LED Area Luminaire Notes DISIGHIIGHTS il°sriing Type facts Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its Specifications environment. The D-Series distills the benefits of the latest in EPA: 1.2 ft2 (0.11 m2) W LED technology into a high performance, high Length- 33„ efficacy, long -life luminaire. The outstanding (83.8 cm) photometric performance results in sites with 13" Width: (33.0cm) excellent uniformity, greater pole spacing and 7-1/2" L lower power density. It is ideal for replacing 1W- Height: 14 40OW metal halide in pedestrian and area lighting Weigh(19.0cm) t applications with typical energy savings of 65% (max): (1122Ikkg) l and expected service life of over 100,000 hours. • EXAMPLE: DSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD DSX1 LED ControloptionsI 11 1 DSX1 LED 30C 30 LEDs 530 530 mA 30K 3000K T1S Type I short MVOLT' Shipped Shipped installed Shipped installed DDBXD Dark bronze (one 700 700 mA (80 T2S Type II short 120' included PER NEMA twist -lock receptacle HS House -side DBLXD Black engine) 1000 1000 mA min) T2M Type II medium 208 : SPA Square Q only n y (o controls) shield" DNAXD Natural 40C 40 LEDs (1 A) T3S Type III short 240 Z pole DMG 0-10V dimming driver (no WTB Utility terminal aluminum (two engines) 40K 4000K (70 T3M Type III medium 277' mount- ing controls)' block" DWHXD White 60C 60LEDs CRI T4M Type IV medium 347 RPA Round DCR Dimmable and controllable via ROAM® (no controls)1 SF Single fuse (120, 277, 347V) 73 DDBTXD Textured engines) nes) g min.) 50K 5000K TFTM Forward throw 480a pole DS Dual switching 67 DF Double fuse dark bronze DBLBXD Textured (67 medium mount ing PIR Motion sensor, 8-15' e (208, 240, 480V)'s black CRI) TSVS Type very WBA Wall mounting height TLS Tool -less entry DNATXD Textured short short bracket PIRH Motion sensor,15-30' trigger latch natural T5S Type short mounting height' L90 Left rotated aluminum T5M TypeV medium BL30 Switched dimming, 30e%70 optics" DWHGXD Textured TSW Type wide BL50 Switched dimming, SOW" R90 Right rotated white optics" Top of Pole NOTES 1 Configured with 4000K (401Q provides the shortest lead times. Consult factory for 3000K (30K) and 5000K (50K) lead times. Template #8 0.563" 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Specify CI DSX1 shares a unique drilling pattern with the AERIST` family. Specify this 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options). 1.325" drilling pattern when specifying poles, per the table below. 3 Not available with single board, 530mA product (30C 530). i 2.650" 0.400" (2 PLCS) 4 Not available with 347 or 4801 BM19AS Single unit DM29AS 2 at 901 5 Specifies a ROAM@ enabled luminaire with 0-10V dimming capability; PER OM28AS 2 at 180° OM39AS 3 at 90° option required. Not available with 347 or 481 Additional hardware and DM49A5 4 at 90° DM32AS 3 at 120** services required for ROAM@ deplo ment; must be purchased separately. Call 1-800-442-6745 or email: salesroamservices.net. Not available with PIRH. Example: SSA 20 4C DM19AS DDBXD 6 Requires 40C or 60C. Provides 50/50luminaire operation via two DLL127F 1.51U Photocell - SSLtwist-lock (120-277V) " independent drivers on two separate circuits. N/A with PER, DCR, DMG or DLL347F 1.5 Cut JU Photocell -SSL twist-lock(347V)" Visit Lithonia Lighting''s sca. r. to see our wide selection poles, accessories and educational tools. of WTB. 7 Requires an additional switched line. OLL480F1.SCULIU y Photocell-SSLtwist-lak(480V)'s - 8 Specifies the 5ensor5e: SBR-IO-ODP control; see M.,. Sensor Guide GI v SCU Shorting cap" for details. Dimming driver standard. Not available with DCR or WTB. °L DSXlHS30CU O n House -side shield for 30 LED unit Tenon MountingSli fitter* Slipfitter* 9 Specifies the �)DP control; see M,.. - Usor Guide for Dimming driver standard. Notavailable with DCR or WTB. N s DSX1HS40CU House -side shield for 40 LED unit 10 Dimming driver standard. MVOLT only. Not available with DCR or WrB. DIHS60CU House -side shield for 60LED unit 11 Also available as a separate accessory; see Accessories information. N v SPA79/MR2DDBXD U Square poleDMl9toDM19ASadapter 2-3/8" AST20-190 AST20-28D AST20-290 AST20-320 AST20-390 AST20-49D 12 WTB not available with BL30, BL50, DS, PIR or PIRH. Q (specify finish) 2-7/8" AST25-19D AST25.20D AST25.290 AST25-320 AST25-399 AST25-49D 13 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. O RPA19/MR2DDBXDU Round pole DM19 to DM19AS adapter 4' AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 (specifyfinish) 14 Available with 60 LEDs (60C option) only. 15 Requires luminaire to be specified with PER option. Ordered and shipped as For more control options, visit OR and ROAM online. • For round pole mounting (111I only a separate line item. '. L/THO/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com L/GfHT/NG © 2011-2013 Acuity Brands Lighting, Inc. All rights reserved. 20a watt LED I'D" series area light Fixture one per pole. I I See site plan II for pole and II Nature II locations and II orientations. I I Light fixtures II and poles are II Furinished by II AutoZone and II installed by II o)General Contractor I I II I I I I Light pole II base cover II install over II anchor bolts II I I Light pole I� base plat II Note: o Rub concrete al m base Smooth II° • II ° °I l T l=1 I -1 I I-1 ] I I I NOTE: This drawing represents the minifxlum 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 wind anchor bolts I'x56"x4" hook Standard anchor bolts 4"all" x5" hook Levelling -nut (4 locations) 5/4" chamfer = Finish grade or top of paving, See site plan for -r-m ilml IOGation SITE LIGHT FOOT CANDLE CONTOURS SIDE SHIELDING LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp Mounting File Lumens LLF Watts Color A 4 WallPack DSXW1 LED 10C 1000 40K DSXW1 LED WITH 1 LIGHT ENGINE, 10 LED's, LED BLDG. DSXW1-LED- Absolut 1.0 40 Dark T3M MVOLT 1000mA DRIVER, 4000K 12'-0" AFF 1OC_1000_40K Bronze LED, TYPE 3 MEDIUM _T3M_MVOLT. Finish OPTIC ies 1-DSX1 LED 60C DSX1 LED WITH (2) 30 B 6 1000 40K T4M 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 Pole &Fixture Dark Side Shield 209 @ 1050mA WITH HOUSE 4M_MVOLT H Bronze Watt SIDE SHIELD S.ies < Finish C 4 DSXW1 LED 10C 530 40K T3M DSXW1 LED WITH 1 LIGHT ENGINE, 10 LED's, LED BLDG. DSXW1 LED Absolute 1.0 20 MVOLT 20 Watt 530mA DRIVER, 4000K 12'-0" AFF 10C_530_40K_ Dark Bronze LED, TYPE 3 MEDIUM T3M_MVOLT.i Finish OPTIC es STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Avg/Max IMPERVIOUS X 2.3 fc 5.1 fc 0.1 fc 51.0:1 23.0:1 0.5:1 SITE X 1.8 fc 5.1 fc 0.1 fc 51.0:1 18.0:1 0.4:1 -v 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 footcandle. 0.5 0.0 0.0 + + 0.9 � 0.0 0. 0.4 0 0.4 0. 0.1 0.0 0 0 0.0 1.7 1 0.9 05 0.5 /0.0 +.0 5 0.6 .0 1 (Z 0.7 0.3 0.1 +" + 6 2 3 0.0 .0 +0 5 0.8 1.4 2.1 B 2.0 ).4 2.8 © 1. 0.6 0.2 +0.0/ / + NO 5GA 0.4 0.6 0.7 0.9 +3.5 0.1 O 4.63.33.33.9 '3.1 2.1 + 0.0 0.0 0 B 20' YPICAL SINGLE LIGHT POLE II +0.0 +02 15 19 2.8 1 1.3 + 0.8 + 13.1 4.1 + 3.1 3.6 0.1 0' 0.1 0.0 + +10 1.0 1.1 1.4 2.0 2.6 +.6 4.5 3.9 3.4 2.9 +4.5 4.4 3.1 2.0 1.1 0.3 0 + 0.1 + 13.8 � 4.4 0.0 + � 0 1.2 1.2 +1.5 �` 3.9 �3.8 + +3.8 2.8 + 0.0 0.0 .1 + +• �3.2 1.7 0.8 0.2 � 0.2 1.5 +1. +1.6 1.7 � 23.2 0 ¢ 4.1 4.03.9 1'3.4 + 0.1 0.0 0.0 0 0.1 2.2 3.6 2 0.4 / + + + 1.8 2.2 .0 1.7 1.6 O © 0.3.6 *3.6 13.1 2.0 0 + / 0.1 .0 +0.0 0.0 0.2 0.1 0.0 // + 0.0 0.1 0.3 2.6 0 2. 13.4 13.6 +2.8 0.0 0.0 0.0 �� +0.1 2.1 1.5 1. 5 © O 1.5 2 / / + 0.0 0.3 .7 �3.3 + + 3.6 8 8 0 + +0.0 C) + 2.7 1.8 1.3 3.3 0" + 0 ,yam 0.3 + +0.0 / 1.0 3.9 '3.3 2.2 + + 2.9 2.2 2.7 3.4 0.3 / 0.1 ) 1 +0.0 +0.0 © �, 0.5 0.0� 0.1 0.6 1.4 1.1 � + 1 + 5 2.2�, 2.4 13.2 )K 2 1 +0.0 // 0.0 0.0 �� 0.1 0.3 +1.2 3 4.5 2. 2.0 1.1 2.0 2.5 + + 2.5 0.3 + 0.0 + o +0.0 ��0.0 0.1 0.4 4 2.3 1.5 +1.0 19 2.4 2.83 0.8 0.21 + 0.0 o.o o.o +0.0 J", 0.0 + 2. 3.7 2.8 1.9 +1.3 + 8 3.4 4.3 0. ry� 0.2 0.4 2.6 2.8 2.1 + 1 2.5 2.7 9 \ © 4 +' +0.0 // +0.0 +0.0 0.(�. 0.0 0.1 0.2 + 1.5 1.4 5 � 2.7 0.6 + � +0.0 // + / 1. © O 2.5 2.8 + 0 +0.0 + 2.4 + Q 0.0 0.0 0.0 +0.1 0.1 1.5 1.7 1 + 1.6 1.1 1 A A 2.6 2.1 1 .2 616 +0.2 � 0.1 +0.0 //// 0.0 + 0.0 0 + + 1.4 1.1 + O O 4 0 � 0.0 + 0.0 0.0 0.1 0.7 + + 1.1 1.7 2.1 + + N .2 +0. +0.0 � + 0.0 0.0 + 1.3 .2 1.4 1.8 8 + 0.0 +0.0 0.0 0.0 0.1 0.1 0.9 1.1 1.5 + o o 0 1.7 2.5 1.4 .1 2.0 5 1.6 0.2 0.1 0.0 +p/0 +0.0 0.0 0.0 + + 1.0 1.6 + 1 + // + 0.0 0.0 0.1 +0 1.3 +1 ' 1.9.1 1.9 1.3 1.9 :R + 0.2 0.1 0.0 +0.0 // + + 0.0 0.0 0.0 0.0 0.1 0.1 0.8 + 1 1. 1.3 1. 9 1. 2.0 +1. 1*2. � 1 6 1.2 0. / 0.1 +0 + // + 0.0 0.0 0.0 0 + .6 1.0 + �" 2.0 (�L � .0 2.1 2.1 1.8 1.3 0.9 + 0.0 0.0 0.0 0.0 0.0 1 0.1 + "1.9 2.2 2.0 � 2 2.0 2.2 2.3 + 0.2 0.1 +0.0 + � + 0.0 0.0 0.0 '0.0 + 0.3 0.8 1.4 1L.1 1.8 2.0 2.3 + 1.6 + 0.3 + + 0.0 +0.0 I 0.0 0.1 0.2 0.6 +1.1 2.2 2.4 2.3 1.8 1.8 2.4 2.4 2.7 0 + 2 + 0.1 0.1 +0.0 +0.0 +0.0 +0.0 + �I +0.0 0.0 0.0 0.0 OA 0.1 10. 2.0 2.7 2.9 2.8 � 2.0 2.6 2.8 �3.0 + + 0. 0.2 + +0.0 + + ib + 0 0.0 0.0 +0.0 4 0.91.6 2.73.3 1.81.8 2.4 -3.1 1.6 1.0 0.4 0.1 + 0.0 0.0 0.0 +0.0�1 0.0 0.0 0.0 + 0.1 0.2 +0.7 1.2 2.3 0 4 2.8 .01.9 2.03.5 .2 2.3 1 0.6 + 0.0 0 +0.0 +0.0 0.0 I 0.0 0.0 +0.0 0.1 10. +3.3 .3 13.6 2.5 2. 4.1 4 2.9 + 0.2 0.0 +0.0 0.0 + 0.0 0.0 + 3 0.91.E 2 1' 1.7 2 4 1.7 0 0.3 + 0.0 +0.0 +J 0.0 0.0 +0.0 0.1 0.5 1. 4.3 B 4. 2.6 '1.7 1.5 3.3 B 0 3.1 12 1.1 0.0 0 +0.0 0.0 0.0 0.0 0.0 0.0 + 0 1.9 O 0.5 0.1 + + +0.0 +0 0.0 0.0 0.0 0.0 + +0.0 0.2 +0.6 +1.0 1.3 + + 2.6 1.9 0.7 2.8 2.1 7 + 0.0 0.0 +0.0 +0.0 0.0 +0.0 + + 0.0 n n +0.0 + 1.2 1� 0.5 0.6 0.4 0.7 1.3 / 0 0.0 OA +0.0 +0.0 + 0.7 + 0.0 OHP�$ 0- 0 + OHP 0.0 1 OHP& + OHP � 0.1 '14P -(�1- 0 O; /P + OHP 0.2 + .0 HP - + OHP 0.0 +0.0 0.0 + 0 0.0 0.0 0.0 0 4 0.7 0.5 0.2 0.1 0.1 0.5 0.6 0.3 +0 0 0.0 0.0 +0.0 540 53" w 0.0 + 2' 3 + 0.1 0.0 + 0.0 +0.0 + 0.0 0.0 + 0 3 +0.2 + 5 .0al,'4o° W �4.I1' 0.2 + 0.0 0.0 +0.0 + + + 0.0 +0.0 + + i 135 i" LV 0.1 �0.0 + + 1 0.0 =58. 0.0 0.1 0.0 FP��.00' 0.0 + + +0.0 + + 0.0 0.0 0.0 0.1 0.21b.05' 0.1 0.1 + 0.1 +0.1 +0.1 +0. �+ + 0=i801241I 0.0 0.0 +0.0 0.0 0.0 +0.0 0.0 0.0 + + 0.0 + on + 0.0 0.0 GHB-5 �!(e45'S4" w + 0.0 + 0.0 0.0 +0.0 + + 0.0 0.1 0.1 + + + . + + GHD=55�2 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 +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 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 0.0 + + 0.0 0.0 + 0.0 0.0 + + °�� +0.0 +0.0 0.0 +0.0 � + 0.0 0.0 +o.o - +0.0-- 0.0 +0.0 0.0 0.0 +0.0 +o.o + 0.0 0 + 0.0 +0.0 +0.0 + 0.0 0.0 0.0 n n 0.0 +0.0 0.0 + E I 1 � O L E 0.o T JL A I L 0.0 +0.0 +0.0 +0.0 0.0 0.0 +0.0 - o n o.o AKA U.S. ROUTE 29 SITE LIGHT FOOT CANDLE CONTOURS O Q 0.0 NO SHIELDING 0•0 0.0 r 0.0 \ 0.0 +0.0 X1. ��V + + 0.0 0.1 + 0.0 11 0.0 0.1 0.1 0.0 0.0 +0.0 \ + 0 + 0.0 0.0 +0.0 + 0.1 0.1 +0.1 I + + 0.1 0.0 + + /� 0.0 0.0 0. 0C ��^�0.0 0.0 + I 0-0 0.0 0.1 0.2 +0.2 + + 10.0 0 I� 0.1 0.1 0.1 + 0.0 0.0 0. .0 // +0.0 HIGHWAY v G 0.1.7= + - - 1 - � - + + 0.1 O O + J / =III III- C@��AMERCIAtp pNE + 0.1 0 1 0.2 N 4Ci 8'33" E - 0.1 �8%.OS' 0.2 + + ly0 +0.0 +11+ 0.0 - a III I I T° I- OC 1 COMMERCIAL ZONE 0.1 0.1 0.0 0 0 + + s -I = 24 Gila. GonGrete 0� 0.0 +0.0 + base. Min. 0.1 - - iili III reinforcing 4 #5 k0.0 0.0 0.1 �IIII I� bars vert. $ 7 #3 0.0 + 0.2 111-111-111-III-111 ties ea. space Electric Gbnduit 0 0 '0.1 0.3 0.3 U 0.2 0.2 0.1 0.2 D.3 + 0.6 0.7 .4 0.8 + + 1.2 2A I U J OCVI W -0 co o co CO ~ W� W C/) > y W W n Z Q I-- W O~ O o- N u_ p U z CV) w o Q N 0 A x Iz1 W C Orn J `V CV LU Q UJ Z O L J J LLJ J JU o N �w- �I Z c.00 W C/) 2 U W C cfl o OZ 0 L_ O 1 W O of Q a w � ^ L.L d SCALE: 1" = 20'-0" REVISIONS 1. 0q-15-1a 2. 11-05=1 a 3. 4. 5. 6. 7. ARCHITECT: LE DRAFTSMAN: KM CHECKED BY: DB DATE 06-01-19 PROTOTYPE SIZE 65W2-R PH1 ■ 0