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HomeMy WebLinkAboutSDP201900044 Plan - Other (not approved) 2020-02-05SITE 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. 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 # faest Qr URTLE CREEK CONDOS 4t G 7/16/2019 WYNRIDGE STATIO Q Wood Grill Buffel G0111rilonweaItf1 � Kno C WESTFIELD`6 -81 BRANCHLANDS SITE LOCATION BRANCHLANDS RETIRE. VILLAGE 19 Cosico Wholesale 1= C 0 U Regal Cinemas ' E R B R O O K Stonefield 14 & IMAX NGLEWOOD Q CONDOS E R R A C E Seminole Square Qj Trader Joe s 9 B R 0 0 K M I L L ° CONDOS ar- 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 C1.0 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 = 17 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� U C1.CT�:GW J. KG ARFKf r� Lic. No. 0402048507 7 k?I 21 �/ 20 rn E O O rn � N � N � Q O > E w _g-g ~ Q U v � U. o M in p N (3 W N O U- x = v N = U > LR 1— Q U� C rn O N L a� 00 J �� Ln 0 _ U 0 0 w > w_ _ U Q z 0 0 0 Ll z 0 a a zz �O �O U') U') W W CZ CZ DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A Uj J J H� > U) Uj 0' J z oC w O > w 0 J Ua w m LLJ Q z 0 N 0 Z) 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 OO TELEPHONE/COMMUNICATIONS MANHOLE ❑ TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT - - -UGP- ELECTRIC LINE m 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 � U C .C1G W J. XG ARF,KI r� Lic. fetes. 0402048507 H 2/ �/ 20 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 � o a Z U (1)N = U > Ln Q CU� rn O N a� 00 J 0 U 0 0 w w U Q z 0 0 CL 0 (A Z 0 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. A _ D.B. 2614, PCs. 0-13 �`' UI I {I LA\ RS ELN/f ID. O&IW LI01 POR0200 USE: HOTEL / I STORY / / P-53" 1 II GRASS II D,B, 2244, PCs. 354 / MASONRY / / T-66" I I II II 1 USE: RETAIL / LA / BUILDIN p� - _ HIGHWAY COMMERCIAL ZONE / l' T-3" ' Q�z s _ _ = = = I = — _ — — CONC-CURDs �� � _ — coNc cuae `=i = _ / ASPHALT NT / P-52" --t/s N-4X '33" E L/s 280?DS� �T�36" LIS = \ C-1 COMMERCIAL ZONE l/ l / BE T-3" 3 - — —'% — — — — — — —� — — — _ REBAR 7o ) / //��y�� - ASPHALT E T-36" — — _ / \ +lli/ \ \ / \ II /1/ cRa /' / r T b" \ \ \'CONC. \ \ 36"� \ \ — — �\ \ \ 2 T 6" {, \ \ CONC. 1 1 / / , / - PA \ \ \ \ \ \ \ \ \ �si9 LIS // \ PAVED /l I IjlAuar T 3 T 6 ASPHALT a / p� PAVEMENT rlviPARCEL ID. 061W0-01-0A-00400 L_— LANDS N/F SHEOU-JONG CHIANG 4 YUN LI I cRass D.B. 1546, PCs. 031 / 81I I / PARCEL, ID: 061W0-01- 00300 / / v LANDS N/F UNIVE'R.SITY OF VIRSINIA.FOUNDATION USE: RETAIL / c�3I I I I , �IVAULT,' / � \ \ ASPHALT � \ PAVEMENT DAB. 3296, . 514 ASPHALT \ \ \ \ \ PAVEMENT / \ 6pU 40 WIDE GAS MAIN EASEMENT / III I ' 1 / \ \ \ \ � \ \ I / ACCESS PER D$. 411, PCs. 341 BASE \ \ \ T 3" / ASPHALT / / / / / / \ \ \ \ (`� / / (3)T 3 / PAVEMENT // / / / / / \\ 1 T-6" GRASS \\ _ J/ GRASS / / \ / / \ \ _ _ _ 462 \ I II \ II T 9 / / /a��//�' '/fie / / \\ /' / \ \ i i I II , - �'' GRASS ' / BENCHMARK 1 I II PAVEMENT GAS MAIN EASEMENT / / d�/� //�// / / ASPHALT MAGI NAIL I I I I I I 43" HOLLY // \ �' / PER D.B. 169PCs. . 113 // //�// ELEV=461.45 Q 43" HOLLY 'ASPHALT I I �c ��% / STORY (PAVEMENT v0- 1 1 MASONRY BUILDING: / GRASS �� ' T-4�� / I / � � I ► �w � Q,I APPROXIMATE / ' � I / 0) \ LOCATION OF / / `ti \ \ / I 1 1 T CFO ?�'467 y / GAS LINES. ��// � //07 � II l cRas /l 46 GRAB; T I /I /r / -24" / a / ' 1 // \ / al ,/ I `) /$ /' //may , — ,A6 / "J GRASS GAS. \ \ \ \ \ \ "\ \ \ /\(7 //V lII I IlSI r MH RI465.96ASPHALT POLE L—PAVEMENT 45" HOL4 H046 SAN.MH — — — — — — — — — — — — — — --- — — — — — L WRIM= VACANT ATE� (a)INV =44.14 (b) INV =444.14 Li \ GRASS �� ' E 8" 4AN — " SA 8 (c) INV=449.34() II — f 8"SAN — 8" SAN -1— — ty" MH ) I I c METER VAULT E 8" S N — — — s �" S -� � 8' S\AN r — — 8" SAI� \ f 8" SAN — — — — b a/ \� G I ASPHALT I D RI=464.87 \ RIM=465.22 I / \ \ \\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 Ir GRASS �rs" i / \ \\ \ \ \ STa4M MH \ SET ( P) I I % �/ / \�A \ \ I PRIOR TO THE START OF REBAR TO BED \/ GRASS \ \ cRass �'' -Rn►k D.So P / cr I PED / \ � CONSTRUCTION. SET (TYP) / � \ \� \ g � — � � \ VA LT INv-4�.�-II I I I �/ � \1 )HP OHP /— —\ — OHF1 — — OHP— —�OHP — O/1, OHP OHP I —I O P— „ / �— HP �Ot�—/1 0„W 10„W 1O„`�, UC WAIER LINE PER MARIFOUr j10' D.L) \ I �0 / / j STORM MH _ VV 10' W /'/ RIM=466.07 IND 460.07 L� P.O$. 21" fir' CONC. WALK-------------rt--- _ u " W GRASS W MH ,/' MAT D = _ - �fRASS- - - - - T \ TRAFFlC 5� W �` S 4(d�I�'4(d l� \ 19.17 RIM=462.44- / 0 / -- --- _ __ L - - STORM MN CONC WRB W =�— 21P _ _ VAULTS 16.05' \ (a) INV=45382- " OU1T — — — — — — — — = — _ _ - \ - - - - - - - (b) INV=45364 r / � I R=5000' \ /11 ��_I RIM=4504 _z \ 21" RCP-CONC--YYAS - j) (°)/ \ �// \ A=67°01'29" \ IN1=455.61 / — — L� — _--------- / cRAss l D _ i� / 1 CHB=S 06°465B" III I \ ' PARCELL "A" 364 S.F. — — — — — -7- cave CUCW26 / ROW DEJ71CATION TO VA DO r / �� h6 PEF;�.B. 3891, PCs. 1-10-1-11 g ph Z b \ / � /✓t D$. 3891, PCs. 16i 40'WIDE UTILITY EASE,I"eNT PER D.B. 410Cs_12 SL/tNOLE TRAIL ' ROUE 2J �- / VARIABLE RIGHT -/OF —WAY / / / a GRASS MEDIAN L / S9,00 AT) T — SPEEDS LIMIT 45 Aap CONC.CURB G= _ = GRASS —-------- MEDIAN — — G —G GRASS MEDIAN GRASS MEDIAN :.; PSI �-�, q� Lic. No, 0402048507 M >_ CD 0 0% U N vi > E Lu °' E Q u. fL C U. Lu O ra OC WJL M co a- HU -J — vj d ( p N U` W N z f- °' m O x C U j a C Lri rn N >� M a� 00 J ko H 20 z O rz U z W W O 0 0 > U U Q 0 CL CL z z O O W W ct� ct� rn Lu N O ti 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 [fl w Q z x o W N 0 Q a a; tn U C 0 0 w co 0 a C o_ T c as 0 a 0 C m t tn 70 C a3 as o_ c `o 3 C L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. CO.2 KEYNOTES BUILDING 8 PAVING / PIPE GUARD - SEE DETAIL 16 / CIA / DUMPSTER LAYOUT SEE DETAILS 8,9,10, 3 II / CIA / �M SERVICE DOOR PLAN - SEE DETAIL 15 / CIA ® BOLLARD PLAN - SEE DETAIL 14 / CIA CONCRETE VERTICAL CURB - SEE DETAIL I / CIA / © SLOPE END OF CURB 4:1 07 NEW CURB CUT AND APPROACH. VDOT-STANDARD GG-11 ENTRANCE - SEE DETAIL ON SHEET CI.B. 'V:=/ CONCRETE PAVING - SEE DETAIL 3 / CIA. EXPANSION AND <v / CONTROL JOINTS SEE DETAILS 4 3 5 / CIA. MAXIMUM SPACING FOR CONTROL JOINTS IS 15' O.C. EACH WAY. ASPHALT PAVING - SEE DETAIL 2 / CIA. 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) IINPARCEL ID: 061lU0-01-0A-005A0��� ��� cps P-64" � `� �p� // 11 4" WIDE DIAGONAL STRIPES PAINTED WHITE AT 2 FT. O.C. LANDS N/P CHAXU INC. �� p / D.B. 2614, PCs. 013 `' U PARCEL ID: ADRENALINE LL � � �\d HANDICAP PARKING SIGN - SEE DETAIL 12/ CIA G.C. TO USE: HOTEL / P-53" I I LANDS N/F ADRENALINE SPORTS LLC `�1r / 4MASO STORY I GRASS I D.B. 2244, PCs. 354 I // // PROVIDE ONE VAN ACCESSIBLE SIGN. /NRY �� T-66" 1 II — II USE: RETAIL II /UILDIN 13 CONCRETE SIDEWALK - SEE DETAIL 13/ CIA FOR SIDEWALKS T3" _ _-- __ — __ __� S �I =__ ____ CONC. = __= JI // Pear AROUND BUILDING HIGHWAY COMMERCIAL ZONE — — / ONC. CURB — —T z�„ ( 14 ACCESSIBLE RAMP -SEE DETAIL 15 /CI.A -MAX. SLOPE 1:12 P�52" L/s C-1 COMMERCIAL ZONE �� \ // / 4.2 22, _ 3 � � � (8.33io) ,MAX. CROSS SLOPE 1:50 12.009-0 TRUNCATED DOME II / GRASsl CG-6 17 15 CG 2 15 CG-2 17 G-12 / TO BE A CONTRASTING COLOR. CONC. 4 15 NEW LANDSCAPE AREA - PROVIDE 3" TOPSOIL 3 SOD. SEE PAVED ® 15 // / ASPHALT SHEET LI.0 FOR ADDITIONAL INFORMATION 18 / PAVEMENT � L®Tv A g' ° R25' 16 12' X 25' LOADING SPACE PARCEL ID: O&IWO-01-OA-00400 — / vAUL R3' R R3' 10 R3' / LANDS N/F SHEOU JONCs CHIANcs 'TUN LI10 24' 8' R3 10 R3 CG-2 / 17 LIGHT POLE - SEE DETAIL 19 / CIA D.B. 1545, PCs. 031 21 // O USE: RETAIL // III unuLr„ R32 SA 09 �✓ MILL $OVERLAY - SEE DETAIL WP-2, SHEET CI.B. 6 / I � / � ZN R3' O9 STOP A,O N � % ^�� 40'WIDE GAS MAINEASEMENT I / D G G � � �► BAR { / �40 j GENERAL NOTES D PER .B. 411, PCs. 341 / / CG2 7 CG 2 / p / II R8 ° ° °9 2, ° ° ° ° ° 13 ° 5' 3 ° 3 R3' 15-CC2 R5' 18 // 1. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE a 1 / / ARCHITECT OF ANY UNACCEPTABLE AREAS. / aASPHALiur / // / / / 6 96.8' 1 /cRAss / // � R3' R3' C 35' / \\"J/ 2. PgDvEMENNEW PAVEMENT TO BE FLUSH WITH EXISTING / �, / 3. ALL SIDEWALK CURB AND GUTTER STREET PAVING, CURB CUTS, AREA 8 ° 2 /S GN DRIVEWAY APPROACHES, HANDICAP RAMP, ETC. 0 O ° R3 // CONSTRUCTED OUTS DE THE PROPERTY Y LINE IN THE O / / RESERVED PROPOSED 13 /O / PASPHALT AVEMENT RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR FOR BENCHMARK AUTOZONE 7 `� // / STATE SPECIFICATIONS AND REQUIREMENTS. GAS MAIN EASEMENT / / �/ / FUTURE MACS NAIL 6,964 SF ° 118, PER D B. 1694, PCs. 113 DEVELOPMENT ELEV-461.45 1 STORY 74.2' 10 0�/ ��� 4. FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND/OR ° R3' // REPLACE ALL DAMAGE DONE t0 EXISTING ELEMENTS N 15 5° �� �w (SIDEWALKS, PAVING, LANDSCAPING, ETC.) AS REQUIRED BY ��/ OWNER AND/OR GOVERNING AUTHORITY. 18 I STORY C� MASONRY BUILDIWs GRASS / IRECTIONAL v 5' ° 15 5. FOR PROPOSED UTILITY LOCATIONS, SEE THE UTILITY PLAN. RROW (TYP) ° 12 / CG-12 r� (o. CONCRETE LOCATED AT DUMPSTER PAD AND PARKING D 9O "1 w ti // / SPACES SHALL BE HEAVY DUTY CONCRETE. SIDEWALKS z ° ° 14 14 �� // / SHALL BE STANDARD DUTY CONCRETE. ° 4,, ° ° 0 // � O�// / 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE 24 13 ° ° ° ° ° a ENTRANCE CORRIDOR SHALL BE ELIMINATED. 6.5 ° a a ,° 6.3' ° 5O 9' 8. ALL EASEMENTS SHOWN ARE PUBLIC EASEMENTS. 15 1I 15 ° lq a 11 /// / SWM FACILITY O ° a O a ° a o / EASEMENT (SEE Q a 3 ° a a ° a /g SHEET C2.3) (� a ` �� ° ° ° ° °� W R5' 8' -;: R3S ° R3' 18' 8' 8' 9, R3' G � G / jII GRASS/ / z 0 24'� lip I l ASPHALT / III D D R32' / PAVEMENT D / / 6 / / \ D R3'l0 l0 R3' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — VACANT WA1ER — — —-91— LJI rI I 1 MEIER VAULT GRASS 8" S N — 18. 15 I \ R.. 8" SAN — O - „ SA s �—f 8"S N——f 8"SAN— 14 o II 11� \ \\ 15 CG-6 I I , \\ — 17 15 e I 17 GRASS T �� GRA \ \ 10' SETBACK w— 21.9L / ED \\ - PHP— OHP— /— OHF— — OHP - OHP — OHP— — — — OHPl� 6f FP— OHP „ " HP— — — �� „ 1 r%ll LIC WA RR LINE PER MARKOUT (10' D.L) 1� / \ / 10 W yVV 10'W — 1U"V\E1 'W 1011W CONC WALK GRAB / / MAT / � — — ------VAULTS CONC. 0� — CURB W�T1ER — — — — — ---------- QXC-WALK— — �A� MONUMENT SIGN. SHOWN FOR INFORMATION ONLY. PORTION OF 10" DIP TO BE RELOCATED BENEATH PROPOSED STORM PIPE. SEE SHEET C2.0 FOR PROFILE. -- 13 40'LJIDE 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- - a" GRASS MEDIAN CONC CURB GRASS ----- MEDIAN [e>= GRASS MEDIAN = CONC CURB CRASS MEDIAN SCALE 1 "=20' NOR 0 20' 40' 1 CRAIGW W. J. KOTARSKI W' Lic. No. 0402048507 k�z 20 M E CD 0 N N N > >_ w ~ U a ''" 0LL o^ w o ra Q j U so Z w H — uri O aiANON (� W o < j u X U w u .E — w 6 ~ ~ = c N Z W W = U > Lr) 0 co Lri 0 0 N ; wZZ a� co J C>w o0 a a vi � Z Z O C7 O o rno > w �o U \ M Q +� N z O DATE U) 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE 1 "=20' • CL W J J w OQ J � .,/ z 0 L.L o Q Q w J J UQ W w m� w Q z O N O JOB NO. 42231 SHEET NO. C1.0 L L 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 #__ 8" 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 a 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 OTHERA CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN Gates. See NOTE 1 ABOVE. detail, this,Z �"Z 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 11 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 (0" long All corners I" weld a 3" O.C. plan IT \ 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 l/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. (0" I.D. pipe horizontal nailers gate post Concrete slab N NOTE: PAINT ALL GATE FRAMES 6" nom. I.D. rl? nished qrade varies. AND PIPES RED. gate post filled-472 i9ee graying plan with concrete NOTE; rounded top. IIITURN DOWN dia. hole filled with See bollard detail 1 1 1 1 SLAB BETWEEN concrete Lug 1:12MAX o°4 1:12 MAX WHITE �/ STRIPE t1 61 �k L Lu LU m HANDICAPPED PAVEMENT 41'f 4" SYMBOL (TYP.) 2" NO SCALE (SOLID BLUE) HANDICAP PARKING DETAIL 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. NO SCALE 11-011 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. us 5" sq. steel pole bronze max. 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=" 1 1 1 l-III-111� 1=1 1 a ° installed perpendicular a 'I1- a I, Comp. granular fill to curb on single head - - - - - - =1i _ II —ICE SeeSpecifications N ° -III=III=1 III=III= _ ;'ITI Buildin poles. Rotate 45 a III —III III —III- 8 founda"%n degrees to diamond =0141 IIIINote. #5 continuous T. 4 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 1"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 311 Granular 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 W > 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 °. II° °�11•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 -111� III W IIIIIII G +s � a II II133 1 -1/4" 6' MIN. III I �ollarube I I I field 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,4NP DOLT 8 1/2"x2"xl/4" 1" GAP 1 I/2" washer welded � to 3/4 bolt latch plate with rounded edges Latch plats 3/4" 1-1/211 washer 4 bolt handle welded to 3/4" bolt bolt for stop 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 CIA 41. -- -- --- -- -- — — — -- -- -- -- ----- 1'-01/2" 1'-01/2" 5'-Oil 5'-0" F-0" 5'-0" 1'-01/2" 1'-01/2" 9'-5 1/4" NO SCALE 141 50LL,41R1) L,4�1'OUT FL,4N - ro5w2 3j40'2 TRUNCATED DOMES e PAVEMENT LANDING AREA F SIDEWALK LANDING AREA GROOVES, 1/4"-3/4" WIDE AND 3/4" 2" 1j4 ,3j4�,I LANDING AREA � / -�` i;� 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 0000000 0°O°O°0 0 0 0 0 J 000000000 0 A o m m 5' 1:12 0 ° MAX o ° 1:12 MAX 00 1 00 1 0 0 00OJ000 Z 3000 °O°° 0 0 o°o°o°o 5' MINIMUM 6' 1 LANDING Ott �i i t rLNn AREA PLAN 1i CONCRETE ACCESSIBLE RAMP 1/2" EXPANSION JOINT WITH SEALANT 4" 8" �a 5" ROLLED GRAVEL BASE gk5b 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" W12xWI.2 WWF` DUMMY JOINT W SEC-650]- 1/4" n DUMMY JOINT N.T.S. g `� I� `� U CR.0 1:G 4 J. KGTIARSKI r� Lip. No, 040204850', H 2/ 20 In >_ C)O N � N � > E N W ~ U v 3: Q�t; 3: oU- LU 0 1 W � cv1 �� Uo� 2! 0. 0 a 5: o N rJ U' UJ a z � :=� X <� U w �< 0 = U 'n Q OO o N >OO In W 0- 00 -1 CD LU O O as Ln U-) U-) 0 00 = cn cn 0 �� o rn o W > LU�o N ~ U Q C) N z 0 DATE cn > 0711612019 0 DRAWN BY A. FONTAINE } • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE • N/A • UJ J J 0 H� r>^ U) UJ 0 > 0 J 1-- 0 ~ U W w Q J °C W 41 Uwe m LU Q z O N O D JOB NO. 42231 SHEET NO. C1.A �a 3O O C7 CO 1)o o g T � -0 E �o o= or- zN O 2a �x �a) o � o o .§ o � > y U X a).0 O U :E2 E � m O o 0 E 6 U N O L� U OCn c m O O U 2 CU CN V� o � U a 0 EnLD - .E L ■ TRANSITION BETWEEN a4 4 PIPE DIAMETERS WHEN DFFERENT SIZES OF PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE. I I j 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 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 \ \ SLOPE TO DRAIN TO INVERT OF STRUCTURE. �j OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C7 EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE !' UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE � a 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 1` STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND RIDG�TANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.08 PB , NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL pF GROUND LINE = GROUND LINE = GROUND LINE x -- _ - = -- EI - - r rrrrrr rrrr - - - - - - - - 1- III=11I-I I - - r rrrrrr = - -T- - - I- - - rrrrrr r III=11I_I I rrrr - - - - ---- - - - - rrrrrrr III=11I_I I I- iv _III-III=1 -' I �I I rrrr rrr rrr =1 -" EARTH _III-III=1 -' I IT= I rrrr rr ROCK OR rrr _III -(III _ N II r % rr EI EARTH d r d zI UNYIELDING d o oli SOIL = BEDDING f7w - - ul =1 I I=1 --� , �- MATERIAL _-MIN. � IMIN. MIN. 1/10 D_X 1-1 1=1 -1 -1 -X11-114 1/10 D DBEDDING 1/10 D X D X BEDDING MATERIAL MATERIAL X]_D X I/2" PER V OF H MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION 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 TOP OF FILL TOP OF FILL STOP OF FILL _ - rrrrrrrrrrrrrr rrrrrrrrrrrrrrr = - rrrrrrr rrrrrrrrrrrrr - rrrrrr - - rrrrrrrrrrr rrrrrrrrrrr = x = - ;:rrrrrrrl rrrrrrr .; _ - -- - rrrrrrr rrrrr •. - - •rrrr rrr ::�:�: - N = rr rr,::::.�::._ - rrrrrr rrrrrrr •••••••• - -........- r rrrr _ - � - ::rrrr rrr - rr rr : - r :GROUND _ :rrr rr ::: - + r (j rr ;•;;;•; ;•; ;• GROUND - rrrrrrrrrr rrrrrrrrrr - + - rrrrrrrrr d rrrrrrrrrr ::GROUND LINE - o =��N LINE o -LINE N - III III -III -III -III II < EARTH I11 ROCK OR -11 �I'-- _ MIN. 1/10 D UNYIELDING r III - MIN. 1/10 D X D X BEDDING I SOIL /2' PER =1 I=1 I =1 I -III= I I- -.1 --ITr-ITI-I-II- - - -T MATERIAL 1" OF H X D X MIN. 1/10"D -0 BEDDING EARTH BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECT ON 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 rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD 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. �VDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 I 0' �s' I/e" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) NO.6 GALVANIZED STEEL STEP 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 N NOTES: V1STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. • 4/ ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHALIF WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/2" 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. MINIMUM OF 3" EMBEDMENT 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 `VDOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 B A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1MAX 20`1 48 1 MAX. 2'MIN. SECTION A -A PERMISSIBLE Y CONSTRUCTION 4 JOINT N CU 0 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (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 12:1 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. R��S s rn 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8 L THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 101 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER i i /2 6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. N ` 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12'1 MAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 MAX 9'"B•^: �- AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 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 BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE TYPE B HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12:1 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND -WIN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 120 MAX - v-W-LT1=ID=1=LL- PERPENDICULAR TO THE CURB. 5' MIN W * f II-I_I1=III=III=1_I1=III=III=III=III=III= I11-111=1-W-W-W-I - - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4• MIN TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 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 )I( W , SAME 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 PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF to 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -►1 0 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 ,L g THE BACK OF CURB. - w O O O O O O O O O O O O - U - 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 LANDING RAMP + U o a O O O O O O O O O O O O O O O N O O O O O O O O Q Q O O O Q O O O O O O O O O O O O O O O O 50X-65Z OF BASE DIAMETER O O O O O O O O O O O O O O O N TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB �, I 0.9"-1.4" I_ VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. BASES r PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CC-12 A •5 DOWELS, 8" LONG I PERMISSIBLE AT 12" C-C 5' MIN. JONNRUCTION 12:1 MAX MIS Z y 12:1 MAX N RAMP j RAMP (SEE TABLE) (SEE TABLE) SECTION B-B 5' MIN MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP Y QI3 CROSSWALK II II 0f A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET t OF 5. CROSSWALK CURB s. .� y' SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSS K AREA TYPICAL PLACEMENT ° CURBWA THE REQUIRED LENGTH OF A PARALLEL RAMP 4'BUFFER STRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5'SIDEWALK 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 10 15 6 14 15 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 1z'1 MAX CROSSWALK R2°1 CROSSWALK Y 12:1 ° F FFII a FF11 GRASS ORCURB I I CURB CONCRETE WITH BUFFER STRIP WITHOUT BUFFER STRIP CC-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SEE STANDARA,D SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER If ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR ' BRICK AS DIRECTED BY THE ENGINEER. 0 W ZU n1 FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITUTED FOR TAPERED 0 SECTION WHEN APPROVED BY d, THE ENGINEER. LSTD. ST-1 A I/z" 6" A � TBEVEL 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. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGESTANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 "J"'.1w,, mm mm ■ LNEPSA�j� 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 T 4 0.970 5.265 17 1 4.0 1 1.173 1 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 2X FOR Y I A WIDTH OF 5 FEET. 3 AA-]x-STREET GENERAL NOTES (RADIUS TO BE AS APPROACH SAME SURFACING I o C C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) 0 I 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) L- - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. (SIDEWALK (SEE w NOTE 5) I OPTIONAL UNPAVED SPACE cn FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE - - - - --------w -I---- R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTES WIDTH "B" 2'-0" OR AS c� MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 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 OPTIONAL FLOW LINE 8% MAX. D GRADE CHANGE 91 _ _ - - - D 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. ® - 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-11 IS 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 OF THE VDOT ROAD DESIGN MANUAL INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 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 CLASS A3 . c. ' °• •'' ' zo. (H.E.S.) • c. . �. • e. - CONCRETE '°• '°• '0' SECTION C-C ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD 5 3 % 6 % LOW LESS THAN 500 VPD 5 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XV00T REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 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 PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHNI 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 D D D D D D D D D 6' = 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 xv=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 2'-7" NOTES LUGS TO BE 1'-31/ " L 21/z" x 21/2" x I/4" CAST WITH 10'-4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR PLANS. FOR DEPTH GREATER THAN 10'USE rn B T- STANDARD DI-1A N A A � - � N OPTIONAL N BRACE RIBS rn We 2, 7„ 91/ „ CAST I GALV. IRON I STEEL 66 ± 43.6 LBS 3 LBS I INCLUDING INCLUDING LUGS ICONNECTORS 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS TO THE SHAPING IS TO BE INCIDENTAL NCLUDED IN THE BID PRICE FOR THE 4'-2" 1/2" x 11/2" x 4"J I Vz" x 4„ STRUCTURE. PLAN LUGS 12" 91/2" CONNECTORS 4• IN THE EVENT THE INVERT OF THE (GRATE REMOVED) SEE DETAIL A OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT - �" W TH OF H CEMENT MORTARE STRUCTURE HTOL PREVENT BE SHAPED N SECTION B-B COLLAR DETAIL 1 /' MIN RAISED STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL 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 BE PROVIDED WHEN H IS 4'-0" OR GREEAA TER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS IITEM MAY BE PRECAST OR CAST DETAIL A D1 IN -PLACE. 4'-2" HARDWARE 2 6 1'-3" SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE L 2'-7" J CLOTH I PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. #68,#78 OR = TO ABUTTING CONCRETE TO PREVENT #8 x 6" WIDTHMMMM N SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. ww a Q- ww a 0-p. •pp'D p _ N- SEE STANDARD T-DI-3, 4 FOR a CL a s a p D. COLLAR p D' 3" DIAMETER ALTERNATE DESIGN. 52;9 V N WEEP HOLE SEE NOTE 8 ;p B. 3" DIAMETER WEEP HOLE WITH 12"X12" x z z z z I PLASTIC HARDWARE CLOTH /4MESH 23 a 12 N OR GALVANIZED STEEL WIRE, MINIMUM - 12"-15"-18" OR 24" WIRE DIAMETER 0.03" NUMBER 4 MESH N 10 ao HARDWARE CLOTH ANCHORED FIRMLY IN N N , p ' TO THE OUTSIDE OF THE STRUCTURE. - D. p pp iD MMMMH 9. CAST IN PLACE CONCRETE IS TO BE °i D p p • p ' CLASS A3 (3000 PSI). PRECAST • D ' p CONCRETE IS TO BE 4000 PSI. SECTION A -A 1V2" T. J__ 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER SEE DETAIL B CONCRETE QUANTITIES FOR MIN. DEPTH �I �I Il 4" MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15 CONCRETE PIPE - 1.528 CU. YD. CONCRETE 11/�'��' I APPROXIMATE WEIGHT I CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 CONCRETE PIPE - 1.620 CU. YD. CONCRETE " III���---���III GRATES. LOCATION OF LETTERING MAY 2 24" CONCRETE PIPE 1.817 CU., YD. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL xv=r STANDARD DROP INLET RENCE 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 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) L� 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 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 It SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5• CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. v w 0 W V) �2" R CG-2 2" RADIUS SUBBASE A . 6" z D.' SURFACE 2 00 BASE ' ' D.e • D.e • D. eA• SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION 1v=r REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12"x EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT -EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 �/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. \V DOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 O � � CP.AJG W. J. KarARSKI Lic. No. 0402048507 z 20 4 s. b, M E CD 0 ON U N N N C > E E Lu 2 'j aLL 1 0 LL O LuO ra H Q J U co Z Lu - Lf) O a a vi (� W M Hti H 3: 0(%] X U Lf) Lu C2 w L` 6 0 Z Z �= cN z W Lu = U Q Ln ~ Lf) (n 00 oN ; wzz a� 00 J Z) Z) CDI.D H C) C) W CL W CL M O O O ,,, I,, (D O W W Ce ct� ct� 2 H d) O Lu > Lu Lu \ O N Q \ M Q 0 +� N Z O DATE (j) > M 0711612019 O DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE • N/A • • • ui J uJ 1% V w J � J S I- /r u LLI \� Lu Q J W U Lu m V J Q LLJ z O N O D JOB NO. 42231 SHEET NO. C1.B CL =I -0 Df O ( d (n L Z 0 0 -02 O C T F- CU O E -0 C 0 (B (O n 0 O Z) , 3 Z w O N � X � 0 w 0 O .� 0 C O 2 .3 0.0) d C U N X O 0 (J 2 � w (6 0 O N U C LO 0 a U (6 00 d � (D U N C 1n N U -0 B ,= N N 0 C 0 n a to 0) 0 "= H L W AUTOZON E CHARLOTTESVI LLE Q I ALBEMARLE COUNTY, VA _ LANE CMP STORMWATER MANAGEMENT SYSTEM CJ ) NOTES: O 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOT TRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR UJ MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. 5. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. 24" RIS OUTLET STUB 4' - INLET STUB WEIR PLATE I I 5'-0" I~ 24" RISER INLET STU 77'-0" PLAN VIEW 24"x6" ORIFICE ORIFICE 0 INVERT WEIR PLATE DETAIL 4' 24" RISER INLET STUB "x6" ORIFICE IFICE 0 INVERT WEIR PLATE DETAIL (FUTURE) -ALL 66" PIPE IS 16 GAUGE, 5" X 1" CORRUGATION, ALUMINIZED TYPE 2. -DASHED LINES INDICATES WELD. -USE NECESSARY CONNECTING BANDS. -ALL REINFORCEMENT SHALL MEET ASTM A998. C Z >> - v� z W 0 a- cn QO O W = I 0-1O J co LLJ D_ co I- ZO :2 LLJ W om w zQ Q 2OF7 HMIN. LU (RIGID PVMT.) HMIN. (FLEX PVMT.) FILTER FABRIC / (WHEN SPECIFIED) T, X "SUITABLE S BEDDING (4" MIN.) C FOUNDATION TYPICAL CROSS SECTION DIAMETER Standard Spacing HMIN (In) S (ft) C (ft) X (ft) (ft) J U J Q Z 1. ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH A 24" 1.0 3.0 2.0 1.00 > > - METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO (n _ M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM B745. ALL RISERS AND STUBS ARE 30" 1,25 3.75 2.0 1.00 W ui 16-GAUGE WITH A 2%" X %" CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE r z LLJ BURIAL DEPTH SHOWN ON THE PLANS. 36 1.5 4.5 2.0 1.00 0 : CL- 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH 42" 1.75 5.25 2.0 1.00 Q 0 U 0-1 0- REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD 48" 2.0 6.0 2.0 1.00 = I AUTHORITIES. U J (D W 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND 54" 2.25 6.75 2.0 1.00 W O_Q z RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE 60" .... 25 75 20 100 Z O W TO WITHSTAND ANTICIPATED LOADS. L J 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-1, A-2 AND A-3 66" 2.75 8.25 2.0 1. I--00 O m - Q Z CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS. 72" 3.0 9.0 2.0 1.00 � g APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE Q WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 2 INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC TO ELIMINATE THE 78" 3.0 9.5 2.0 1.00 POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. 84 3.0 10.0 2.0 1.00 5. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHTO LRFD BRIDGE CONSTRUCTION g0" 3.0 10.5 2.0 11.00 SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 4 INCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 81NCHE5 AND COMPACTED TO A MINIMUM 90% 96" 3.0 11.0 2.0 1.00 AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF 102" 3.0 11.5 2.0 1.25 ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 108" 3.0 12.0 2.0 1.25 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE O� OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND 1 14" 1 3.0 12.5 2.0 1.25 ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND C0 Q 000 TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP 120" 3.0 13.0 2.0 1.25 Z gg 00 EVENLY AS WELL, AND EXTENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE 126" 3.0 13.5 2.0 1.50 CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 132" 3.0 14.0 2.0 1.50 i o 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND PACE' COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAY BE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT 138" 3.0 14.5 2.0 1.50 DUMP STONE DIRECTLY ON TO THE BED. 3 OF 7 144" 1 3.0 15.0 1 2.0 1.50 ACCESS RISER NOTES 1. THE ACCESS RISER DETAIL SHALL BE CONSIDERED CONCEPTUAL WITH THE INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND Access Riser Detail NOT BE BROUGHT TO BEAR DIRECTLY ON THE RISER PIPE. FINISHED GRADE rMANHOLE FRAME 2. ALL RISERS SHALL BE FIELD CUT TO THE ELEVATION NEEDED TO 1 & COVER ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE A SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE. 4. FLAT TOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/H525 HIGHWAY TRUCK LOADING. 5. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND THEIR BACKFILL MATERIAL FITTINGS/STUBS ARE SUBJECT TO REINFORCEMENT CONSIDERATIONS IN (AS SPECIFIED) ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTS ARE DEPENDENT ON THE MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAY BE NEGATED BY OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. 6. STUBS FOR RISERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS. Table 1. TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT NOTES Temporary Mimimum Cover for 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT Construction Equipment ADDITIONAL TEMPORARY COVER MAYBE REQUIRED TO ACCOMMODATE CONSTRUCTION EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH TABLE 1. 2. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED AT THE PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVER TIME. CLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAY BE UNSUITABLE FOR THESE PURPOSES UNLESS PROPERLY LOCKED -IN PLACE OR CONFINED WITH A BINDER MATERIAL. STANDARD CONNECTING BAND NOTES 1. PIPE ENDS SHALL BE REROLLED TO FORM AN ANNULAR 2 W X'/z" CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A FULLY CORRUGATED CONNECTING BAND. 2. FULLY CORRUGATED CONNECTING BAND THICKNESS SHALL BE IN ACCORDANCE WITH TABLE 2, AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE DIAMETERS UPTO AND INCLUDING 96INCHES, AND A MINIMUM WIDTH OF 24 INCHES THEREAFTER. 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLY CORRUGATED CONNECTING BANDS. 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE W THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM D1056, AND SHALL COMPLETELY UNDERLIE THE CONNECTING BAND. 5. ALLJOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH PipeDia. Minimum Cover (ft) for Indicated Axle Loads (in) 18-50kips 50-75kips 75-110kips 110-150kips 12-42 2.0 2.5 3.0 3.0 48-72 3.0 3.0 3.5 4.0 78-120 3.0 3.5 4.0 4.0 126-144 3.5 4.0 4.5 4.5 CMP RISER Table 2. Standard Connecting Band Thickness FLAT TOP Pipe Thickness Minimum Band Thickness 16 ga 0.064" 18 ga 0.052" 14 ga 0.079" 18 ga 0.052" 12 ga 0.109" 18 ga 0.052" 10 ga 0.138" 16 ga 0.064" 8 ga 0."'.. 14 ga 0.079" SECTION 9 OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED Standard Lug Connector FOR JOINTS SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE Detail I AS WELL AS SILTTIGHT PERFORMANCE. IN LIEU OFAGASKET, AGEOTEXTILE CONNECTING BAND WRAP SHALL BE CONSIDERED SUFFICIENT TO MEET SILT TIGHT JOINT (WHEN SPECIFIED) PERFORMANCE. GASKETS SHALL NOT BE REQUIRED FOR PERFORATED PIPE SYSTEMS AND JOINTS SPECIFIED TO MEET SOIL TIGHT REQUIREMENTS. GASKET 6. CONNECTING BANDS FOR 12 THROUGH 48-INCH DIAMETER PIPE SHALL BE A (WHEN SPECIFIED) ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH 96-INCH DIAMETER PIPE SHALL BE A TWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 144-INCH DIAMETER PIPE SHALL BE A THREE-PIECE BAND. 7. CONNECTING BANDMATERIALAND/OR COATING SHALL MATCH THE PIPE CORRUGATED METAL PIPE) I�Small Inherent CORRUGATED METAL PIPE MATERIAL. Gap Iliq W1 LLJ J j Z > - in W C/ Z W OJ O CL- 0 QO U W =W I _ U J cp W OfLLJ ♦- ZO :2 LLJ w 0 m W I--Q g Q 4OF7 THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THEru"j) PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. PLATE BULKHEAD (Ya" FLAT PLATE) (3) GAUGE REINFORCING MEMBER (3" x 3" x J" ANGLE) �_ 2'-O" (2) TYPICAL SPACING I 66" DIAMETER J Q U Z SECTION A -A U)LI-I - V z W 0 � cn 66" DIAMETER D_ O :2A A QO I U 2'-0" = w - ~SPACING~ O J co W W Cr Z REINFORCING MEMBER PLATE BULKHEAD ZO � W (3" x 3" x J" ANGLE) (Ya" FLAT PLATE) N m W (2) TYPICAL (3) GAUGE g rn II o„00 -ALL 66" PIPE IS 16 GAUGE, CV �m BULKHEAD 5" X 1" CORRUGATION, ALUMINIZED TYPE 2. DETAIL ELEVATION VIEW -DASHED LINES INDICATES WELD. o -(2) REQUIRED- -USE NECESSARY CONNECTING BANDS. PAGE' -ALL REINFORCEMENT SHALL MEET ASTM A998. 5 OF 7 �12"� Standard Hardware (Typ.) ELEVATION VIEW 3/8" Neoprene Gasket (12" Wide) 12" Standard Hardware T 0 a (YP.) 0 0 12" Wide Band SECTION VIEW Standard Hardware 12" Gasket -Dimensions are subject to manufacturing tolerances. -Band and Hardware shall be galvanized and in conformance with ASTM A760 unless otherwise noted. -Flat gasket shall be in accordance REVISIONS with ASTM D1056. NO. DATE BY 1 3/19/2013 JDS REVISIONS 1 1 4/7/11 IJDS 12 T` "R 1Y2" x 1Y2" x Ya" AN "STANDOFF" llh" x 1h" x 314" ANGLE t ES ISOMETRIC VIEW L E NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT 6" SPACING FROM THE PIPE WALL. 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72". K ENTERPRISES INC. 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30". 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19'-10". 12" WIDE BAND STANDARD DETAIL 0 6.) STANDARD FINISH: GALVANIZED PAINT. 9 m Drawing Number: A0137b LANE ENTERPRISES, INC. Page Number: 7 OF 7 Date Drawn: 4/2/08 BEALETON STANDARD STEEL LADDER L IG NO. A0269 PAGE 6 OF 7 DATE 09/30/05 Drawn By: JCH Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) aV3HV NUOM avoa GV3HV avoa 3NY1 3NO Gtl3Htl sdIlulls ------ 3iawna _ >rT dOlS 01 _ - i G20-2 (V) 03UVd3bd 39 z _------------�T cn o M 500 ± O NOIlV1S 6A95V�H ` o0I- 050' - 100' O a SEE NOTE 4 + 009 'A80M avoa aN3 1PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) - 1: Revision 1- 4/1/2015 80' 120' SHADOW VEHICLE REQUIRED SEE NOTE 4 50' - 100, FLAGGER STATION SEE NOTE 2 SEE NOTE 1 �� W20-7 SEE NOTE 1 BE PREPARED W3-4 SEE TO STOP SEE NOTE 9 NOTE 1 RUMBLE 1 W20-V26 STRIPS SEE NOTE 14 =NOTE AHEAD ONE LANE ROAD W20-4 SEE AHEAD NOTE 1 W20-1 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. Option: 3. Where Right -of -Way or ,geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be based on the posted speed and the values in Table 6H-4 on Page 6H-6.1 7. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Option. 8. A supplemental flaggerma_ b�quired in this area to give advance warning of the operation ahead by slowing, ayproachin traffic affic prior to reachingthe station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the portable temporary rumble strips (PTRS)', should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using_a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flagger, positioned to be visible to road users qpproaching from both directions, may be used (see Chapter 6E). Standard: 14. When approved for use, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20-V26) sign shall also be utilized. Posted S eed 0- 35 m h 36 - 55 m h PTRS Spacing (Center to Center) 5 Feet 8 Feet 1: Revision 1- 4/1/2015 MAINTENANCE OF TRAFFIC NOTES AND DETAIL No Scale 0 CRMG W. I KO-rARSKi � Lic. No. 0402048507 2/ 3/ 20 4 M E O 0% O r4 N > E w E LU 3 U (J 3 Q t! 0 3 �LL ir, � G�rro J U 00 J - uj Lu I--i 1 > C)(V C7 LU N Z � � rn :3 Qd _J U) < �2 a�iN = U �QD a c Lr) MC)fV rn � (1) M 0- ql- 00 J H O U LU Z W W O 0 0 LLJ CL O O ti ti W W w N O ti in �-I N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J J > U LLJ O / W J � Q ° W W 0 J oc W w U�e/ CO�/ ) UJ Q z O N O P JOB NO. 42231 SHEET NO. C1.0 0 2 0) U c a 0 w m 3 0 0 2- 0 Q T a m 0 C m a c �o 1= m Q G 0 a� 0 C 3 ,_ -O a 0Z) :3O 'DOf 0 O 2 Z (DO :2 2 0g T `0 0 a � C N f0 � D- o c ) 3 Z Co O m 0. X H N w o O r 5 O QY 0 3 CL >` O N 0� N O Y 2 � rn f0 O Y U �o C U M -00 m m `a 12 Z 0 0 C rn m'o U a 2 M N m 0 y O O 0 (0 Qo L �0� / �%\ ASPHALT ��\� PAVEMENT CONC CURB /l l PARCEL ID: 061U10-01-CA-005AO G P-64" LANDS N/F CHAXU INC. D.B. 2614, PCs. 013 U P ' I RCEL ID: 061UJ0-01-CA-00200 \ \ USE: HOTEL / P-53" II GRASS �I LANP5 N/F ADRENALINE SPORTS LLC I STORY / / I D.B. 2244, PCs. 354 / MASONRY TC/ T-66" I I TC II II I USE: RETAIL / LIS / BUILDI /J 463 75' _ _ TC I / l l CONC_CURB I 466.27' ASPHALT � � s -I� 467.57� HIGHWAY COMMERCIAL ZONE / l T-3" =4= -�/s - _ _ _ _ - \- - ��_ - CON- _-_ PAVEMENT P-5 " L� 468.13' L� X GND \ \ C-1 COMMERCIAL ZONE �� / / 206 464.50' TC / 466.57' \ " TC \ PQ ��469.36' CONC. ��JI/� / - - - - TC \ a \ \ - 8.85' sz69 jp, 4 \ \ PAVED �I I / / 466.00' \ � \ J I TC / ASPHALT _ I 205 '7 470.15' PAVEMENT PARCEL ID: 061110-01-CA-00400 ` - / I I / AULI � ' TC 45.98 6'6,. TC \ �� LANDS N/F SHEOU-JONG CHIANG 4 'TUN LI / I 1 .i / 464.14' 465.29' PVMT TC / �,, TRAFFIC E� 467.29' 468.66' D.B. 1548, PCs. 031 / n I I , 465.32' CLEANOUT TYP TC USE: RETAIL // III i i I II // \VAULT„ 8" ROOF DRAIIANN �� PVMT SAN ( ) \ \ 467.40' � / \ ' O I 204 D 1 A69^% 40'WIDE GAS MAIN EASEMENT 1 1 � 1 TC G G Tc TC PER D.B. 411, PCs. 341 // / I I I 1/ °465.10' 466.06466.14' ° TC �\ 466.80' �-� 467.45' sl TC 4 / ASPHALT TC lrn 6" PVC ROOF DRAIN (TYP.) 1 FFE=465.70' \ \\ 467.79' / / 463.55' _ 1 TC ° I 3z6, I SWK PAVEMENT co ° - 1 .38" TC 6' \ 467.79' G�Ass / / It - -462, 466 - -� n / / / / / / 203 - - - 1 466.12 \ TC G RAS I ° ° a 1 467.00' I " AREA ° I TC 4 6.10'° O 3 \ RESERV PROPOSED I ° I TC 465.64' I 6� / ASPHALT // FOR BENCHMARK AUTOZONE I a ° a \ �� PAVEMENT CAS MAIN EASEMENT / / cY� �� / ° ° \ PER D.B. 1694, PCs. 113 / // // I DEVE O MEAT ELE61.415 6,964 SF I ° I TC / �'�� 1 STORY I TC �I�� FFE = 465.70' 1 465.91' 465.42' 465 U 1 STORY MASONRY BUILDIWj Ass II/ // 1> // I I I EX ND / T '1 APPROXIMATE / / / I / U) LOCATION OF / i I / z \ 464.99' TC 1 I ���� -461 y GAS LINES. O TC TC 465.44' I TC ° j / X 463.95' 465.11' 466.05' ,c TC-4 ° a ° d a C / I 463.50' Im / - 463.70' ti" / PVMT ° TC ° / 463.64' TC 462.56' TC ° ° 464.86' ° I ° ° ° ° I TC 302liv, I� 24" A ESS RISER \ / 202 ° I ° 465.86' (� / // W/ V OT MHA, TYP. \ // O a63.53' ° ° ° a Ia 46 ° °a 1 I ��� �/� / / \- G 201 463.89' PVMT PVIVIT 464.15' 464.34' 464.6T i TC \I �� $y II � � 463.39 465.66 / ,\ / \ / � cn TC 30 4� GRASS` S W M A 464.16' / / III / I / \\ GA o 02 0 103 z 77LF OF 66" CMP 1 465.9 C /sr M MH ASPHALT /II 1 \ P D TC 464 I I C I R1=465.96 PAVEMENT / I /I \� \ p 97' I I TC �� / /� II/ R� 465.58' I I 465.32' SAN.MH RIM=456.64 WEIR - - - - - - - - - (a) INV=444.14 / I I / VACANTATER- Q6 (b) INV=444.14 / / \ n \ LJ cRAss ,PLATE TC 401 " I - (b) (a) ,� I I I ` s (c) INV=449.34(c) II ) METER VAULT - 462_710 SAN 8" S N - S N -I- Nt ` SA TORM MH N. MH I e-% / " S - �8" IIy- I 1 D=464.87 RIM=46522 a - - / / \ \ 402 I I `t (a) INV=460.84 I 1 I I GAS, / 101 / / (b) INV=461.79 III I / \� POLE �/\ \ \ , \ \ \ Tc 462 463 S6' / GARS 4 \ 462.50' - TC I GRASS S",per 1 I _ / \/ GRA \ POLE \ \ I + I 464.73' I �iP/ / / 6� _ PFIP ,� � OHP- /- OH � - � OHP� � � - - �OHP- - OHA � - OHP!-� 6ii� --I OHP �- HP- �pt-� �� UG. WATER LINE PER MARKOU_T�IO' D.I.) \ i / \STORM MH 10"W \ 10 �V 10"W =\ 10" \ 1 W � 0��� �'� /� / I �" \, R 466.49 IN 460.07 21" RCP CONC. WALK \ \ GRASS SIQRM MH , / MAT - - - - - - - - - - - - - - -GRASS - _ - \ TRAMC RIM=46P.44- / \ - -_ 21" RCP i G TORM MH _ CONC. CURB W�TfR= ' ��_ z _- - VAULT (a) INV=453.82 T \ (b) INV=45364/ I I I V 100 /' /' /L - - -� - $ _ _- _- _- - - - -_\_ 21 RCP _ - --coNc�u_� 1b) % MONUMENT SIGN. SHOWN GRASS / - - - colic OUR�cE� _ = = ' / FOR INFORMATION ONLY. I \ PORTION OF 10" DIP TO BE ��rO' /' co`b ��0 q4 N' RELOCATED BENEATH PROPOSED / / /N / ,D� STORM PIPE. SEE SHEET C2.0 FOR PROFILE., / 1 40VIDE UTILITY EASEheNT / I /_ER 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--�'---�--_-----_____ =coNc.-cam-- / GRASS GRASS C. _ _ - - - i CRASS MEDIAN MEDIAN - -� MEDIAN k^' GRASS - G- - MEDIAN G- ------ - CRAIGW J. KOTARSKI W' Lic. No. 0402048507 204k�z " M E O 0 0% U N vi > E wLu �; E ~ U Q U. � w o w O M QC W L M Q Lu U co a ;J - Lrj H W p N U` O x w 0 Q � � c U j a c Ln rn 4-1 ul � M a � 00 J CD Lu tD � z O a U Ll z W W o O O > U U Q Q CL CL Z Z O O W W ct� ct� DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' W J J z Lu J Q W 0 > (D } Q J z z 0 Q Q O w Q J UQ °6 w m w Q z z � O N cD O p L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. C1.1 ^^Q- PARCEL ID: 061UJ0-01-0A-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 T— �� // 206 CONC / GRA�l PAVED / r 205 -P-53" T-66" LA PARCEL ID: 061UJ0-01-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 �XAULr„ GAS SERVICE 204 D RD1 40'UJIDE GAS MAIN EASEMENT / PER D.B. 411, PCs. 341 G / ASPHALT PAVEMENT 16RASS 203 GRASS AREA RESERVED FOR CAS MAIN EASEMENT / FUTURE PER D.B. 1694, PCs. 113 // / / DEVELOPMENT I STORY / MASONRY BUILDING / GRASS / r-45' / APPROXIMATE / / cn LOCATION OF / z GAS LINES. / G) / TIE TQPEXIST / ° a I GAS LE / / / 202 / III GRASSSI / 02 Z / CA , ASPHALT 103 PAVEMENT / /II / \ D O \\ SAN.MH // �� — — — — ------ RIM=456.64 / II 7' / VACANT WATER (6) INV=444.14 LJ CRASS (c) INV-449.34N II METER VAULT b AN s v �—E 8" N—� 8"SAN _ / \ c \ /GPOE //101 re- CDNC. CURB SAN a ° a a , ° ° a e FIN c 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 4,1 ° 4-1 WATERLINE 1" TYPE K COPPER 401 ,402 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 L/S LA _ zr J ►�/— 90° BEND 7 r"4 ti L" 45° 45° BEND BEND 30 11 45° BEND / 30 e / 8" SAN — - r „ SAj— s SAN. MH � (a) INV=460.84 (6) INV=461 79 cA�s \ 90, i • 1,l WM • k 1A \ POLE BEND PHP ,� , — OHP /— — _OH — — 0 P— — W — - OHP OHP — OHP!— - — OHP— 10 10"W 10 „� UG, w R LINE PER MARKOUT 10' D.I. 10„W 10" W[ 1 'W - 10"W 900 BEND / 47 ,1"X1"X1"TEE CONC. WALK / M — — — CON—C. CURB W GUr1ER — _ — _ _— — — — 7900 AULTE' 10" GATE VALVE — _ = _ _ — — — —— -------------coNc_w&'(--- (SEE NOTES) — _ _ = ---- _ ___ caAss CDNC CURB GCTIER 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 40WIDE UTILITY EASEMENT EXISTING STUB. CONTRACTOR TO PER D.B. 4711, PCs. 12 . LOCATE AND VERIFY LOCATION AND � � � � l�T � �� � ��� 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 CDNC CURB = _ _ _ — GRASS ------ -- MEDIAN — G — G GRASS MEDIAN ?ASS \ HP— — \ r EXISTING HYDRANT MONUMENT SIGN. SHOWN FOR INFORMATION ONLY. ASPHALT PAVEMENT ASPHALT — J PED PEDASPHALT \ PAVEMENT PAVEMENT / ASPHALT PAVEMENT C NOTES: \\ t 1. CONTRACTOR SHALL COORDINATE WITH ACSA PRIOR \ TO THE START OF CONSTRUCTION ON THE \\\ RELOCATION OF THE EXIST. 10" DIP WATER MAIN. 2. TEST PITS TO BE PERFORMED TO CONFIRM DEPTH OF 10 DIP WATER MAIN. 3. CONTRACTOR SHALL COORDINATE WITH PET SUPPLY PLUS PRIOR TO THE 10" DIP WATER MAIN RELOCATION, AS THEY WILL NOT HAVE FIRE PROTECTION DURING DURING THIS INSTALLATION. 4. CONTRACTOR SHALL REFER TO ACSA CONSTRUCTION STANDARDS AND DETAILS ACCORDINGLY. ====CDNC CURB --- GRASS MEDIAN q� Q CRAlG W J. K(3' AI'sSKI � Lic. No, 0402048507 M E O 0 0% U N vi > E Lu Lu ~ U Q'! c) U o LU O ra OC Lu L M Q J U co a-_1 —ui H Lu �U` W O N O x 0 Q :3 "j. C U j F_ Q c L^ m 4 N � M d � 00 J Lu tD � 20 z O a U z W W O Q Q > U U � Z Z Q Q CL CL z z O O Lu Lu w �o Q � N � � M +� N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' p L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. C1.2 d'. I C, 401 Q CR.AIG V�r J. K(Y ARSKI Lic. No, 0402048507 475 475 485 485 480 480 2/ �/ 20" NAL M >_ 0 0 M U N vi N c > E w °� E � uw U w Q U. LL o L w O ra ce Q J U co Z w N - ui O a U) O N (D Lu N z 42 � U cn �cC °,w 0 Z Z L= c N Z W W =�a'� �� F- „•, cn oN ; 00 ul w am ZZ �_ » CD Lu OU OO W W a a vi z z O 7= v) cn j O o rno Li > w \ O Lu Q N Lif \ M Q ti N Z Lu 0 c%) DATE 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 • C. KOTARSKI - ' - ' - • • SCALE WATERLINE C RELOCATION WATERLINE B FUTURE SERVICE WATERLINE'A'- SERVICE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' AS SHOWN VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • 5 X w X N uL X N IL w 2 X 0 a m � w 0 50 c O ti c co co o � � m 04 PROFILE SCALE � O O � z N � 0 Q d w C/) z ui U) z J 470 470 NOTE: Hi TRAFFIC RATED CLEANOUT CONTRACTOR TO LOCATE AND VERIFY > STA 11+55.75 LOCATION AND INVERT OF TIE IN. /1 2 T0 OP 463.68 COORDINATE WITH ENGINEER PRIOR TO V 1 INV IN 459.02 (3-2) ANY SANITARY CONSTRUCTION. w INV OUT 458.92 (2-1) TRAFFIC RATED CLEANOUT TRAFFIC RATED CLEANOUT Cn TRAFFIC RATED CLEANOUT STA 11+14.23 CLEANOUT 3 STA 10+22.87 < w STA 10+17.55 TOP 464.27 3 r +23.74 CLEANOUT TOP 464.27 0 J TOP 465.22 5 INV IN 459.70 (5-3) 1.44 STA P 465.18 4INV IN 459.70 (5-3) - TOP 465.18 INV IN 460.14 4 � ~ �INV IN 461.63 (BLDG-5) INV IN 460.14 (4-3) 457.44 (2-1) INV OUT 460.60 (4-3) (3)Z O INV OUT 461.63 (5-3) INV OUT 459.70 (3-2) T 457.34 (1- EX. STUB) INV OUT 459.70 (3-2) D 470 470 470 470 � 0 � w PROPOSED Q GRADE ( 1 2 v w J 465 465 w Q EXISTING D GRADE all 1� z O 460 460 N 5-4 1' MIN. O 22.87' OF STORM /_�l " SDR-26 PVC PIPE RD1 @ 2.00°/ 455 455 D 2.5 450 450 9+50 10+00 11+00 EXIST SANITARY +SEWER PROFILE 14+00 14+50 - HORIZSCALE:1"=50' 9+50 10+00 11+00 12+00 BLDG -EXISTING STUB 13+00 14+00 14+50 9+50 10+00 SANITARY 4 - 3 11+00 JOB NO. VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 42231 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 SHEET � NO. C2.O 470 470 10" CLASS 52 DIP WATERLINE 465 465 STORM PIPE 101 PROPOSED GRADE TO MATCH EXISTING 460 460 i 455 455 i 450 2.4 450 EXISTING 10" WATER MAIN EXISTING 10" WATER MAIN 445 _ 445 M � o CD °p M o O � O 440 � � 440 z � w z � w z � C7 0 w z 435 00 w 435 tn PROPOSED GRADE 465 465 II \cu \ \ WATERLINE A EXISTINGtn 460 GRADE 460co \ 2.1' STORM \ \ PIPE 401 SANITARY \ PIPE � \ 455 WATERLINE B \ 455 STORM \\�\ PIPE 101 3g F \ 450 @ 4 p�COF \ \ 450 445 \ \ 445 440 440 480 480 EXIST. 8" SSWR PIPE CONTRACTOR SHALL VERIFY DEPTH PRIOR 475 TO THE START OF 475 CONSTRUCTION ROPOSED RADE 470 470 EXISTING GRADE 465 465 460 460 32' 1"TYPEK COPPER 455 455 Q STORM PIPE w cTo. 309 0 z M � 450 Q o � � 450 � o � O � o ? w m Z 445 X � � OU 445 EXIST. 8" SSWR PIP CONTRACTOR SHA L 475 VERIFY DEPTH PRI R 475 CONSTRUCTION 6" CLASS 52 PROPOSED DIP WATERLINE GRADE 470 470 CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION AND ELEVATION. 465 465 EXISTING 7DE - 460 � 460 .7 1"TYPE K COPPER 455 455 STORM "' PIPE 301 N_ Q H 450 450 Z_ m � � w o � J O z M � � m � Ot � t t f� 0 O 445 � � � Q � � 445 � fn � � cn cn cn N O � o w+ o 0 0 0 � O w �� w w w w O H m � m m m m H w o xQ o 0 0 o w PROPOSED PROP. ROOF GRADE LEADER 465 465 EXISTING GRADE MIN. -- _--� � PROP. GAS LINE 460 3.19 460 BLDG- 5.3 PROP. SANITARY SERVICE 17.55' O g6.68' OF 1� TO CONNEC TO EXIST. 4" SDR-26 PVC: 4" SDR-26 PVC 1� MIN. STUB AND 8" MAIN. @ 1 92 @ 2.00% MIN. f� SEE NOTE THIS SHEET. 455 3-2 � 455 41.52' OF 1- EX. STUB 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 0 U C N d 0 w m 3 m 0 a a T 0 a a c a `o 0 3 c .N - tn PROPOSED GRADE 465 465 II \cu \ \ WATERLINE A EXISTINGtn 460 GRADE 460co \ 2.1' STORM \ \ PIPE 401 SANITARY \ PIPE � \ 455 WATERLINE B \ 455 STORM \\�\ PIPE 101 3g F \ 450 @ 4 p�COF \ \ 450 445 \ \ 445 440 440 480 480 EXIST. 8" SSWR PIPE CONTRACTOR SHALL VERIFY DEPTH PRIOR 475 TO THE START OF 475 CONSTRUCTION ROPOSED RADE 470 470 EXISTING GRADE 465 465 460 460 32' 1"TYPEK COPPER 455 455 Q STORM PIPE w cTo. 309 0 z M � 450 Q o � � 450 � o � O � o ? w m Z 445 X � � OU 445 EXIST. 8" SSWR PIP CONTRACTOR SHA L 475 VERIFY DEPTH PRI R 475 CONSTRUCTION 6" CLASS 52 PROPOSED DIP WATERLINE GRADE 470 470 CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION AND ELEVATION. 465 465 EXISTING 7DE - 460 � 460 .7 1"TYPE K COPPER 455 455 STORM "' PIPE 301 N_ Q H 450 450 Z_ m � � w o � J O z M � � m � Ot � t t f� 0 O 445 � � � Q � � 445 � fn � � cn cn cn N O � o w+ o 0 0 0 � O w �� w w w w O H m � m m m m H w o xQ o 0 0 o w PROPOSED PROP. ROOF GRADE LEADER 465 465 EXISTING GRADE MIN. -- _--� � PROP. GAS LINE 460 3.19 460 BLDG- 5.3 PROP. SANITARY SERVICE 17.55' O g6.68' OF 1� TO CONNEC TO EXIST. 4" SDR-26 PVC: 4" SDR-26 PVC 1� MIN. STUB AND 8" MAIN. @ 1 92 @ 2.00% MIN. f� SEE NOTE THIS SHEET. 455 3-2 � 455 41.52' OF 1- EX. STUB 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 0 U C N d 0 w m 3 m 0 a a T 0 a a c a `o 0 3 c .N - 480 480 EXIST. 8" SSWR PIPE CONTRACTOR SHALL VERIFY DEPTH PRIOR 475 TO THE START OF 475 CONSTRUCTION ROPOSED RADE 470 470 EXISTING GRADE 465 465 460 460 32' 1"TYPEK COPPER 455 455 Q STORM PIPE w cTo. 309 0 z M � 450 Q o � � 450 � o � O � o ? w m Z 445 X � � OU 445 EXIST. 8" SSWR PIP CONTRACTOR SHA L 475 VERIFY DEPTH PRI R 475 CONSTRUCTION 6" CLASS 52 PROPOSED DIP WATERLINE GRADE 470 470 CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION AND ELEVATION. 465 465 EXISTING 7DE - 460 � 460 .7 1"TYPE K COPPER 455 455 STORM "' PIPE 301 N_ Q H 450 450 Z_ m � � w o � J O z M � � m � Ot � t t f� 0 O 445 � � � Q � � 445 � fn � � cn cn cn N O � o w+ o 0 0 0 � O w �� w w w w O H m � m m m m H w o xQ o 0 0 o w PROPOSED PROP. ROOF GRADE LEADER 465 465 EXISTING GRADE MIN. -- _--� � PROP. GAS LINE 460 3.19 460 BLDG- 5.3 PROP. SANITARY SERVICE 17.55' O g6.68' OF 1� TO CONNEC TO EXIST. 4" SDR-26 PVC: 4" SDR-26 PVC 1� MIN. STUB AND 8" MAIN. @ 1 92 @ 2.00% MIN. f� SEE NOTE THIS SHEET. 455 3-2 � 455 41.52' OF 1- EX. STUB 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 0 U C N d 0 w m 3 m 0 a a T 0 a a c a `o 0 3 c .N - EXIST. 8" SSWR PIP CONTRACTOR SHA L 475 VERIFY DEPTH PRI R 475 CONSTRUCTION 6" CLASS 52 PROPOSED DIP WATERLINE GRADE 470 470 CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION AND ELEVATION. 465 465 EXISTING 7DE - 460 � 460 .7 1"TYPE K COPPER 455 455 STORM "' PIPE 301 N_ Q H 450 450 Z_ m � � w o � J O z M � � m � Ot � t t f� 0 O 445 � � � Q � � 445 � fn � � cn cn cn N O � o w+ o 0 0 0 � O w �� w w w w O H m � m m m m H w o xQ o 0 0 o w PROPOSED PROP. ROOF GRADE LEADER 465 465 EXISTING GRADE MIN. -- _--� � PROP. GAS LINE 460 3.19 460 BLDG- 5.3 PROP. SANITARY SERVICE 17.55' O g6.68' OF 1� TO CONNEC TO EXIST. 4" SDR-26 PVC: 4" SDR-26 PVC 1� MIN. STUB AND 8" MAIN. @ 1 92 @ 2.00% MIN. f� SEE NOTE THIS SHEET. 455 3-2 � 455 41.52' OF 1- EX. STUB 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 0 U C N d 0 w m 3 m 0 a a T 0 a a c a `o 0 3 c .N - PROPOSED PROP. ROOF GRADE LEADER 465 465 EXISTING GRADE MIN. -- _--� � PROP. GAS LINE 460 3.19 460 BLDG- 5.3 PROP. SANITARY SERVICE 17.55' O g6.68' OF 1� TO CONNEC TO EXIST. 4" SDR-26 PVC: 4" SDR-26 PVC 1� MIN. STUB AND 8" MAIN. @ 1 92 @ 2.00% MIN. f� SEE NOTE THIS SHEET. 455 3-2 � 455 41.52' OF 1- EX. STUB 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 0 U C N d 0 w m 3 m 0 a a T 0 a a c a `o 0 3 c .N - 0 U C N d 0 w m 3 m 0 a a T 0 a a c a `o 0 3 c .N - A Q CRAI Vir J. K(Y ARSKI M Lic. No. O402048507 O (B O o o NO 2/ �/ 20 o r� v c o O u� °oq � c. m �,� `o � 0 00 ���D�iAL mo�� �M�LO Lo Lto m04L� � U. M� H � _M + M H = O ❑ ❑�M + N O OoD 'tZ ZO (0 0v_ 0Q� —"tZ0 Q > O�ONU)fZ Z z 0> > c)U)Pz❑ E cqU) Z o 004O 470 470 470 470 N N c Q 0 > E w 6E w V U w Q LL o E: w Q L w O ra Q J U co Z J — uri O w�..� �, 0 min ON d U` lu cV z U c-) �cC °,w ❑ Z Z = c N Z W W =�a'� F- „ •, (n oN ; 00 � w ow » CD ui OU OO a a vi z z O O O ti ti O ce o rno > w �o ui Q N \ \ M Q ❑ ti N 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 N AS SHOWN M O O � �M • W � Lq .0 • Lo t • ❑ _ o O ���Z O ���Z0 p ❑ N NO P 0 > > OHO > > Ln v� o ~ N �CAH? z �U)P Z °c oo � rn o LO 465 465 �j o 00 LO °' LO U-) m o+ N H EXISTING APPROX. LOCATION AND o � g IL o Z z ❑ o � 0 GRADE ELEV. OF EXIST. 8" GAS LINE. CONTRACTOR TO VERIFY ❑ O > 6 Q 0 > > O> -4 ai OP z PRIOR TO CONSTRUCTION Of c/) 04 C/) Z Z PROPOSED 470 470 465 GRADE 465 460 \ 460 uj SANITARY J SEWER PIPE J ----EXISTING WEIR PLATE 460 GRADE 460 455 \ 455 � /� SWM A 1.5' MIN. V 1 77 LF OF 66" CMP @ 0.5% SLOPE ui 0 401 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 @ 0.60% @ 0.54% RELOCATED 10" 0 DIP WATER MAINLp) O 450 450 445 445 Q w SWM A EXIST. SANITARY 8" EXIST. 77 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 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 460 PRO 460 PROP. GAS LINE SANITARY SEWER I PIPE 3-2 455 _ 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 77 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' PIPE 4-3 460 MIN. 455 RD1 50,g4.OF 8., HDPE @ 1 gg / 0 455 450 450 1" TYPE K COPPER PROPOSED TERLIN GRADE 465 \ �WA 465 EXISTING \ GRADE \ 460 1"TYPE K 460 COPPER SWM A 455 77 LF OF 66" CMP @ 0.5% SLOPE 455 INV. IN: 454.83 301 INV. BTM: 452.48 153.69' OF 12" HDPE @ 2.53% 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 �4 J/! r� / 69-1 00 / —o� __ r LD ROAD y�61.1 / lo -------------�-� 10+5Q--- / 56' FEET PU$ C RIGHT—OF—WAY — _ _ir— 00 ADT — 7SPEED LIMIT 26 MPH 11+50 12+oo I --- I I I I I I \ I \ I I \ I II I I I / \ \ I I \I , I \\I i I / 4 / / � / Ii 0 50 PROFILE SCALE SCALE 1 "=40' 0 40' 80' :.; PSI �-�, q� Lic. No, 0402048507 M >_ O 0 0% U N vi N � Q 0 > E w °� E - 4-� Lu Q U. o L w O < W L �JUc0M J — Lu vj H a- p N U` W N o x w 0 Q :3 "j. @ r-4 = U > � Q �Lri 4 rn N � M a� 00 J O w koF- 20 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE AS SHOWN ui J V / VJ ui w J_ r<0 L.L O J z � :5 w O z Lu J UwU) wJ m Q Q z � O 0 N c/) O p JOB NO. 42231 SHEET NO. C2.2 L / / / ASPHALT v PAVEMENT O / / PARCEL ID: 0611110-01-0A-005A0� CONC_CURB LAD$. N/F PCs U INC. � NDS CHAXJ�� �� P-64" — PARCEL ID: 061W0-01-0A-00200 // / P-53" II �A� II D.B. N/F ADRENALINE SPORTS LLC / \ I STORY �y D. 2244, PCs. 354 \� USE: HOTEL / MASONRY �� T-66" II II USE: RETAIL //,\ ASPHALT S �I CONC. CURB \ / BUILDIN �J T3" coNccuae=_ _�-- — —___ JI / PAVEMENT HIGHWAY COMMERCIAL ZONE � / GP- LIS L/S T-36" LIS / \ C-1 COMMERCIAL ZONE / GRASS' CONC. V 11 A PAVED /I I \% PASPHALT AVEMENT i VAULTS PARCEL ID: 061W0 01 CA 00400 ° LANDS N/F SHEOU-JONG CHIANG 4 YUN LI D.B. 1548, PCs. 031 /$'� �Lr" USE: RETAIL / III � �VA SAN SAN / G O D 40'WIDE GAS MAIN EASEMENT I / G TG � { / / �// PER D.B. 411, PCs. 341 J � ° / / a / ASPHALT PAVEMENT /GRASS / / / Zi / // GRASS ° A AREA RESERVED PROPOSED < ° / c ASPHALT /l l PAVEMENT GAS MAIN EASEMENT / ��// QFUTURE FOR BENCHMARK AUTOZONE PER D.B. 1694, PCs. 113 / /` / / / DEVELOPMENT ELEv 461.415 6,964 SF 1 STORY I STORY MASONRY BUILDING / GRASS 0 1--45'0 / z G, � �w q °4, Q C O SWM FACILITY NT Q � �� a° a ll/ I� / amm EASEMEO ° ° a co A o / III GRASSI 22.5'' PASPHALT AVEMENT /II / VACANT WATER / II 111 / r� II \ L-] GRASS 8" SAN SA 10, MEIER VAULT 8N 8" SAN „SAN 8S N— s It � G Q� GRASS W W EO \\ \ — PHP 0 OH — OHP OHP — — — OHP — — OHP— 6HP— — OHP— „ �— HP— — — — \ O \\ �� UG. WATER LINE PER MARKOUT (10- D.L) / 10"VV 10 yV 1011W 10"W[ 1 W 1011W / / / COCONC.WALK MAT C'� 1 _---------- ------- _ TRAM CONC. CURB W GUTIER VAULT GRASS — — T —Q-1%9 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 Lic. No. 0402048507 20�' M >_ O 0 0% U N vi N � > E �; E w Lu a LL � o 0U. w0 �� Q J U co Z w H — ui O aiANON (� LU -,:I- oC O xLn w �� aim ~ ~ = U > 0 Lr1 00 oN ; 00 J �.D H � 0 CIL CIL Ln � Z Z O C7 O o 0)o > w w �o U Q ti +� N z O DATE U) 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE 1 "=20' • • • w J eJ I —I z V W w z O Q W > 2 J z W Q Qo w w J vaw w I-- m Q Lu 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-005A0 � V P-64" LANDS D$. 264, f=G. 013C J=� � V { \ P 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 I OZ. RETAIL / 4 LA / SON� / BUILDI — — CDNC_.CURB _ s -I� 1 coNr cu i ASPHALT HIGHWAY COMMERCIAL ZONE /� / T 3" =—�� _ — — — — - =-� — \ = �_ _� _ — — ea—,— / Q _ - � � _ _ _ _ � \ PAVEMENT / P-52" L/s Tz3M L S C-1 COMMERCIAL ZONE �N // / / T 3,-3 - - - ASPHALr _ / \ \ \ -36" �T--36" CONC. / (2)T 6" \ s7 / \ 6Q LA \ PAVED I i / / / / / / T ASPHALT PAVEMENT PARCEL ID: 061WO-01-OA-00400 — I I I/ / �&UIL®v" / �' REMOVE LANDS N/F SHEOU-JONG CHIANG E YUN LI � I I � / �,, � CONCRETE D B. 1548, Pls. 03� / llI I / I / AULT;y PAD PARCEIL ID: 061WO-01- 00300 USE: RETAIL / III i I I // �� // ASPHALT LT LANDS N/F UNIV�ITY OF VIRGINIA.Q0UNDATION \ / Y / I/ REMOVE _ _ D.B. 3296, PCx. 514 \ \ ASPHALT 7 \ I / TREES - - - - 463 - - - - _ _ REMOVE \ \ \ \ \ \ \PAVEMENT % 1 Ab(I J� 40'WIDE GAS MAIN EASEMENT /CONCRETE PER D.B. 411, PCs. 34"1 I 1 1/ / B\ \ \ \\ I ' ` \ \ \ I SAWCUT �CONC. \ \ \ \ BASE \ \ \ T 3_ P SENT �/ T-s 9\ (3)T GRASS GRASS / / \ _ - _462- I \I T-9 i 0) \ I a) ASPHALT O / O 0/ / / / G) / \ GRASS / I II PAVEMENT GAS MAIN EASEMENT / / e��� / // 1 BENGNMARK I 43" HOLLY !// / / / 1 ELE =MA(S 61.4I55 I II / PER D.B. 1694, PCs. 113 / ��.// I � SAWCUT 43" HOLLY T ` ASPHALTI STORY I 2 PAVEMENTS / �� r^�� MASONRY B ILDCx INGRASS �, 0 / / T-45"� 0) / 1 � m •p APPROXIMATE�'� / I / 1 c_ LOCATION OF / / I / � I I T-40" oil \ I&V / GAS LINES. / / / / X d REMOVE 1 I� ��. ASPHALT I / ` PAVEMENT I / ORA coO � GRASS / 1 / / I � REMOVE T-40" ,cb � / / (4)T-/"� CONCRETE y I 1 / \ -4g6 ' V RAMPGRASS \0-1 \ PaE C rn -20" REMOVE I / / �ST �MH ASPHALT 'II 1 \ \ \ LIGHT U� I // 1 RI465.96 PAVEMENT i /I / \\ \ \ 45" HOLLY SANITARY SEWER UNEpMq�T I / �'� SAN.MH /---I�1—/ --- \ —� ---� ---- TO REMAIN4 HOL ----1'-------1-- RIM-456.64 VACANT W E (°) INV=444.14 1 / , �-- (b) I 1 (b) INV=444.14 / \ O s / — { ' JS \ �. 8" S 1 �� R f 8" SA Ily GRAss- 8" SAN \ \ - - f 8" SAN — -I- - -f 8" dAN �A 4dYM MH \ sMH 1 c INV=449.34 (c) — / ME1ER VAULT n — — ` / 84 PORTION OF 10" WATER -MAIN REMOVE EXISTING \ ASPHALT T I I 1�=464.87 SAN. V= 1 / ]/ /` RIM=465.22 (°) INV-460.79 1 I I I / T � � (b) IN1�461.79 III I I METER VAULT REMOVE \ \/ P \ \// \ \O BE RELOCATED FOR \ \ \ \ INLET 12 SPACES I I / 4 \ PROPOSED STORM PIPE \ 1 GRASS cRass \ \ CA POLE \\ REM�VE PIPE , STORM MH GRASS LJ RIM=460.50 \ \ \ \ �� — \ VAULT INV=456.52 PHP OHP— /— OH�F - OHP� �OH��i - - OHP 1 - --I O - HP— „ UG WA LINE PER MARKOUT 10" D.1. I i / STORM MH 10 W 0 NV \ 10 \�/ 10 ' W S~ \ RI=4ss.4s 1 \ \\ IN 460.07 21" RCP - - - - GRASS SIQRM MH , MAT I \ \\ \ \ ---------- 0 =_ - GRASS ---- \ TRAFFlC RIM=462.44, G STORM MH C0 CURB W�T]ER 21" RCP --- - T -ems= VAULTS \ \ (a) INV=45382� / \ (b) INV=453.6 RIM=455.61 / mot= --- _--------- / \ / INV=451.34 , / -��_- 1 - - - - - -\ 21" �P -GONG jY9LK L) °) � GRASS - D CONC CUR W� ^ REMOVE T— / =_ / CONCRETE CURB A / / / 13 / AND GUTTER 40'WIDE UTILITY EASEI�PENT D / i /ER D.B. 4-11 PCs. 12 / S /tNOLE TCAIL AI�A U.S. ROUE ��- / / VARIABLE RIGHT40E-WAY ADT - SPEED1 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 � Lic. No, 0402048507 M >_ O 0 N U N N > E w �; E _4_� Lu ~ U Q � o Lu O ra OC W L M Q J U co a J - ui H d p N U` Lu N 3: O � X c U j a c Lr, 4 0-' N � M d � 00 J � H 20 Z O I - a tY U 0 Z Z O O O C) C) a a Z Z O O W W w �o Q � N C] ti rn +� N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' ui 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 c tn U d 0 w m 3 0 w 0 a o_ T c m 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 ,TH OF PARKING LOT LANDSCAPED AREA 3,093 SF HIGHWAY COMMERCIAL ZONE C-1 COMMERCIAL ZONE �I ,1 AULl,% �AVAULTi� ITA VIR(5) AG SWE(5) / ILE WIN (10) ITA VIR(5) /04 G7 � w / G c G z VACANT WATER (9)GIN ' y/ MAG N FCj j 'SAN - P RN1 j i PHP , OHP — CHOH7 • 10" DI / u \ \ Q� \ a PED Due 11 \ \ \ &A (o ° ° o ° 'r��777 \ QUE BIC(3) ITA VIR(65) SAN SAN ULM ALL / o �► PLA ACE (8) G d d i d / HYP PER (29) ILE WIN(7) ! ' PROPOSED d 5 d ILE INK(10) AUTOZONE CAR SED(39) i 6,964 SF • 1 STORY (2) BET HER O 232.6- 4 d° d d° 4 L44/ d ° ° �s • // / ITE SPR(26) /// co / D 4g4 ILE WIN (15) )ILE INK _— A (46)PAN SHN - „.cAN 8" SAN — — ' S N / SA 10"W 10"W (70) BAR SED 10" 21" RCP \ — — - TRAFFIC 21 RCP--- VAULTO 100 S E M I N O L E 301.5' ----- G— — I • OH P� • OHP rED — CAR SED (81) _ �0 HP OHP\\ O MAT i i i MONUMENT SIGN. SH ------____—_�' FOR INFORMATION ONLY. T R A I L LANK W. H 14 �'"'''��CpC�III z o. 2/3/2020 U� w r �gpE ARC��� M >_ O 0 0% U N vi >E Lu ~ U ou < LL 0 LL o Lu O m QC W L M J U co U, J — Lrj U` Lup N O x LL U j F- a c Sri m fV ul >� M a� 00 J tD H z O d U z W W O 0 0 > U U Lu � Z Z O OU as 00 1-4 1-4 W W w �o Q � N � � M +� N DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' uj J J H� V uj zO Q J z � 0 a- W = J U Q U) ULL, o mz Lj Q Q z J O N O 2 99 a tn U C d 0 co co 0 a o_ T C a a 0 c co tn co v- co o_ O m 0 3 L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. L1.0 I • OH P� • OHP rED — CAR SED (81) _ �0 HP OHP\\ O MAT i i i MONUMENT SIGN. SH ------____—_�' FOR INFORMATION ONLY. T R A I L LANK W. H 14 �'"'''��CpC�III z o. 2/3/2020 U� w r �gpE ARC��� M >_ O 0 0% U N vi >E Lu ~ U ou < LL 0 LL o Lu O m QC W L M J U co U, J — Lrj U` Lup N O x LL U j F- a c Sri m fV ul >� M a� 00 J tD H z O d U z W W O 0 0 > U U Lu � Z Z O OU as 00 1-4 1-4 W W w �o Q � N � � M +� N DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' uj J J H� V uj zO Q J z � 0 a- W = J U Q U) ULL, o mz Lj Q Q z J O N O 2 99 a tn U C d 0 co co 0 a o_ T C a a 0 c co tn co v- co o_ O m 0 3 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 43 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. ILE WIN 43 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 41 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 190 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. 18" o.c. HYP PER 29 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 26,030 SF 26,030 x .05 = 1,301.5 SF 1,302 SF 3,093 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 55 PARKING SPACES 55/10 = 5.5 6 LG. OR MED. SHADE TREES 10 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.42 AC (GROSS SITE 10% COVER 1.42 AC x .1 = 0.142 AC 6,186 SF 8,861 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 2/3/2020 w In E 0 0 rn � N � N � > E LU°� F ~ U v � Q U. o w O ro af LU r a� Uo� w J — Ln a > o N (.'J W N O x o a � U_= v N = U > � Q C� rn O N U d � 00 J Ln 0 L7 0 0 w w U Q z 0 U) 0 Q� Q-1 LU a U-) z O O V) U') j CZCZ 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 ��o V -Series Size 1 Number LED Wall Luminaire N' i1SI6NlI61Ts "1111 i°glifing TYpr CONSORTIUM Facts 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, ELCW) and is carefully engineered to provide long-lasting, Width: 13-314" Weight 12 Ibs Width: 13-314" SBW 5lbs energy -efficient lighting with a variety of optical �q� {5.4kgj f34.gcm) Weight: (2.3kg) ELCW and control options for customized performance. D• � h• 10" De the 4" 10lbs ' (a4 cm) 00.2cm) Weight: K5W With an expected service life of over 20 years of Height. 06.2a Height: (Wmnighttime use and up to 74% in energy savings over comparable 25OW metal halide luminaires, o ° w; the D-Series Wall is a reliable, low -maintenance H H_o ( ) lighting solution that produces sites that are LT exceptionally illuminated. For X NPT side -entry conduit (BBW oOyl • EXAMPLE: DSXW1 LED 20C 1000 40K T3M MVOLT DDBTXD DSXWI LED l ,, t re- Ph W91, 0SXW1 LED LEDs T25 Type1l Short MVOLT' Shipped included Shipped installed Shipped installed DDBXD Darkhmnre 10C 10 LEDs T2M Type II Medhim 120' {blank} Surface PE Photoelectric cell, SF Singlefuse DBBXD Black (orleengine) T3S Type III Soon 208, ME" bUttDn brackDMG bU10Vdlmm3in driver (120,27Ma DNAXD Natural um 2DC 20 LIDS T3M Type ill Medium 240' 4 DF Double fuse (two engines) TO Type N Medium 277' B8W Surface- (no controls) (208, 24M a DWHX➢ White mounted Pik 180°motionlarr ient HS House -side DSSXD Sandstone Drive current TFTM FutwardThrow back box light Sensor, <15' Me iurr {forconduit mtghtcs shield' DDBTXD Textured dark 350 350MA envy]' PIHH 180°motlonlamblent Shipped separately brow 530 530 mA light sensot,15-30 DROD Textured black mg ht as 8SW Bird-detwent 700 700mA ELCW Fme en torte spikes, DHATXD Texturednaturi 1000 1000mA (1 A) backup (Mudesry WG Wire guard I aluminum colartemperature atemal component VG Vandal guard' DWHtXD Textured whirr enclosure) DSSTXD Textured 30K 3000K sandswnc 40K 4000K 50K 5000K NOTES Accessories1 MVCLT driver operates on any line voltage from 120-277V (50160 K4. Specify 120, 208, 240 w 277 options only when ordering with fusing (SF, aF options), or photocontrol FE option)- Crde•eo and sn.opad -pa •are'y 2 Back box ships installed on %lure. Cannot be field installed- Cannot be ordered ae an wry. 3 Photocontrol Ftj requires 120, 208, 240 or 277 voltage option. Not available wah motie/ambwnt nigh- DSXWHS g liouse-sldeshleld (one pxllghtenguir: eeneors FIR or PIRH). )6xwBSW11 Bird-detmnasplku 4 Specifies the Sensor ]witch SSR-IO-ODO control; see Motion Sensor Guide for details- Includes ambien, DSxwtWG u Waeyua dacussory light sensor. Not available with "PE" option (button type photocell). Dimming driver standard. 5 Specifies the Senaor Swigs SBR-f ODP control; see Motion Sensor Guide for details- Includes ambient r'vwlvf; is Udndil guard aaesmry light sensor. Not available with TV option (button type photocell). Dimming driver standard- 6 Not available with 20 LED/1000 MA configuration (1)9=1 LED 20C 1000). 7 Not compatible with conduit enVy applications. Not available with BBW mourning option. 8 Single fuse (SF) requires 120 or 277 voltage option. Double fuse (Dn requires 298 or 240 voltag, . 9 Also avaHahle as a separate accassorv: see Accessories information. �AZYMANVIA One Lithoma Way • Conyers, Georgia 30012 • Phone: SM279-8041 Fax: 770-918-1209 • wwLv-Ifthonia-mm "G"AN= ® 21 13 Acuity Brands Lighting, Inc. Alt rights reserved. .-- D-Series Size 1 �`a'� Number LED Area Luminaire f Notes I G#S16NIIGNTi gft CONSORTIUM rarJlrralt arts ,......r :. �. orrer tlae p®ge to see �a ivtlaracEivn alemsms. Introduction The modem styling of the D-Series is striking yet unobtrusive -making a hold, 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 (a11 m% W LED technology into a high performance, high Length; 33" efficacy, long -life luminaire. The outstanding f83.8 cm) photometric performance results in sites with 13 MO-) excellent uniformity, greater pole spacing and Height: 7-112" L i..l lower power density. It is ideal for replacing 100- n9° 40OW metal halide in pedestrian and area lighting Weight (max)l: 27lbs bs 022kg] H +� applications with typical energy savings of 65% and expected service life of over 100,000 hours. DSX1 LED 20q watt LED "D" series area light fixture one per pole. See site plan For pole and Fixture locations and orientations. Light Fixtures and poles ore furnished by AutoZone and installed by o Genera I Contractor j Light pole base cover install over anchor bolts Light pole base plate Note: 1 '_Ij' ! I : ll l 0 Rub concrete . in A.' base smooth f 11J f i If ' r �Ilil F MOTE: This drov\i,o represents the minimum foundation requirements; if more stringent drawing is shown in structural then it shall govern. r 5" 5c#. steel pole bronze finish Nith 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 1 "x3b"x4" hook 5tondord anchor bolts a"xl7"x3" hook Levelling nut (4 locations) 514" chamfer Finish grade or top of paving, See site plan for 7-=T7- location 24" die. concrete base. Min. reinforcing 4 #5 bars vert. 4 1 #3 ties, El)q space Electric conduit NO 5G 20' YPICAL SINGLE LIGHT POLE O + ti U� s'16 � 0.❑ +D.aL; . 0 0 O.o HIGHWAY �,� V n%IMERCIAI�NE + C-1 COMMERCIAL ZONE 11 0.0 0.0 �} 0.1 iN 0 0.0 01 0.2 " I 0.0 0.1 0.3 '0.0 0. SITE LIGHT FOOT CANDLE CONTOURS SIDE SHIELDING LUMINAIRE SCHEDULE Symbol Label Oty 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 _ _ 10C_1000_40K Bronze LED, TYPE 3 MEDIUM _T3M_MVOLT. Finish OPTIC ies 1-DSX1 LED 60C DSX1 LED WITH (2) 30 F3 6 1000 40K T4M MVOLT House LED LIGHT ENGINES, TYPE T4M OPTIC, 4000K, LED POLE 20'-0" AFG DSX1 LED C 1000 40K T Absolute 1.0 209 Pale & Fixture Dark Side Shield 209 @ 1050mA WITH HOUSE =60 4M MVOLT H Bronze Watt SIDE SHIELD S.ies Finish C 4 DSXW1 LED 1 DC 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 M"Min Avg/Min Avg/Max IMPERVIOUS X 2.3 fc 5.1 fc IDA fc 51 Al 23.0:1 0.5:1 SITE X 1.8 fc 5.1 fc 0.1 fc 51 Al 18.0:1 0.4:1 �l v 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. SITE LIGHT FOOT CANDLE CONTOURS + * ° ° � �0.0 D•Q + + +0 0 +0A +4•0 + NO SHIELDING ❑-a 0.0 l 0.0 0-D + 0•° 0.0 0 A * + l� +a.0 O.0 +0.❑ + l� D.o 0-o 0.0 + + 0.0 I o.o + Vi *o.o i o.D 0.D o.1 D 2 * 0.1 li o.0 01� 0.1 +D.1 + 0.1 '0.1 0.1 +o.D +Q.D 0.f� .0 11 *o.Q 1 0.2 - _b_l = 0 �� 0.1 +- +_ + - _ ° 1= � 1 - +� D= J *'1 0.1 fl,2 N 40 Bull" E8i7.08` D.2 + + Q 0 0 OA 0.1 D.❑ 0.1 + + 0.2 2 0.1 .3 0.7 6 t•3 4 0.8 0 1.23.3 1.7 a� .2 ° 4.D 2 ' a.0 G-0 8 L.2 3.6 7 {14 0.1 + II 2.2 1.0 1.7 1.6 9 a.3 '3.9 2.6 � 0. + 1 fl 0.011 - �2 + ' D.1 0.0 11 0.0 2.6 2.. ---- � 2 '�3.7 '"4.2 3.6 1.0 �� II Vo 0.0 �0.1 '1.1 1.5 1 4J A 3.7 1 3' +� 0.0 0.3 .7 %.3 07 3.0 .0 1 _ � +.4 0.0 fl 1.8 1.3 4 1 rya 0-3 1.0 '13.9 2.9 2.5 's.3.03.9 0.4 1 0.1 1 0 fl 0.0 �3.3 x OA O.D� 01 0.6 `-'.2 1.4 1.1 5 0.7 2 + 11 11 ❑.D O.D 1 � 1 4.5 'K2. '�2.D � .4 '�.6 '�3.4 1 D.Q + p1 0.3 1.1 12 1.7 0.3 + 11 Vo 2 '3.7 '3.4 '�2.3 -1 ' ,8 3.1 0.0 + 0 0.0 e� .0 0-1 n.4 1.5 1 D 2 2 6 0 � 0,4 0 1 7 Q �- �2.7 +3 '0.0 0.D A 0 0 x 2. 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" 3 9 0.1 + + 1000 1000mA T2M Ilmedium 208' SPA Squate only(no(Damis) shidd' DHAXD Natural +� 0.0 4'3 0.0 min.) Type 0.4 0.0 4-1 .5 yr r 40C 40LEDs (I A) 1 pole DMG 0-10Vdmmingdriver(no WTB Utiiryterminal aluminum D•D 0.0 + + 0.1 ,v s 2.7 2.5 -1 Q T35 Ill short 240 0.5 1.0 B 2'4 1.8 B 1.3 0.7 0-0 {two 40K (700K TYPe mount- controls} block D 0 +0 1 etgines) (7D TIM TypeOlrmdium 2771 ing nvVHXn White D-0 0•0 + 1.9 x a•3 0 0 DCR Dimmable controllable 5F Sin le fuse x CRI g DDBTXD Textured O.D + 0'0 0•❑ bOC 66LEDs T4M TypeNmedium 347 RPA Round viaROAA�I`{nominrols}� „ darkb,an2e ° D.❑ 0.0 + e°.2 :r0•6 "1.0 " 2 7 1.9 0-7 '�.2'1.0 1 0•ti 1 Q + 0.0 0'0 U-U (tyro min,} (120, 277, 347V} Ines) 50K 5ONK TFTAA Forward throw 480r pole Ds, Dual swrtchin k' DBLBXD Textured D.0 1.2 1 . ❑ O.D _ 0.0 g Of Double fuse 0.0 + + 1.3 ■ 4 � yr _ + 0.0 (61 medium mount PIR Motivnseaai815' 3 + D-❑ + 1.a + 0-0 Ing(208, 240, 480V} 61ad a.a ❑HP n n NP- -- - NPR OH - ONP 0 5[�P C7 r r 3 QNP- CRI) T5V5 TypeVvery Wall mounting height" TLS Tool-Iessentr DNATXD Textured D•❑ + °'° ' �0'z ' l-1 + - - + U-U shot WBA Wall Y -D �,D + J �1- � - ��Iz2- �� -' .0- F1P- OHP PIRH Motion seer 15.30 HS ►ypeV short bracket mounting height' Left rotated latch natural 0.0 + 0. ❑ +0.0 + + 0.7 '3 5 0.3 0 3 + 0,0 0 U L90 Left rotated aluminum D.0 0.0 0.2 0.1 0.1 D + OA T5M TypeV medium BL30 Switched dimming, 309h70 opli&' DWHGXD Textured - 0 1 0.1 0.0 + T5W Type wide BL50 5w tchetl dimming 5096"0 R90 Right rotated white 5 401 53' w 0.0 +0.0 + + 3 0.3 + 0'° U 0 Dpllcs' O.D 0,0 0.0 0.0 * + l fl.2 0.1 5 ¢D IT40' w + iq.l1' D.1 + =58 U-U 0. A + 0.0 0.1 S�" `0 D.1 + 0.0 lb.00' +0.0 To of Pala Nom 0.0 O.D 0.❑ 0.0 O.pi °'1 Q.21b.05' 0.1 0.1 + D.1 - - 0.1 _ - +D.1 +0 + A=67Sgo12q• 0.0 [].0 0_0 1 Canfi ured with 4000K 140Fa ppresides the shortest lead times. Cansuh 0. D �, D D'° V o + '0 + ❑ _ + ❑'° +D.a GH6=5� �°° 4�7'Jq" ly'l + factory fo 30DOK t301q and 5000ic (SOK] lead times 0' D U. D + ❑-fl -1 * + - _ _ _ - - - 0 - - - + CHO=7J1 0 a Template N8 0.563" 2 MVOLT driver operates on any line voltage from 120.'M (50760 Hz). Specify �. D i D. � + _ ._ - _ - - - - -D • o- + �. D 0SX1 shares a unique drilling pattern with the AERIS"' Family. Specify this 120, 208, 240 or 277 optiw,s Only when ordering with fusing (SF, DF options). 0.0 n n ._�� D {}. [] 'n n ❑'❑ Q,Q - - _ _ _ _ _ _ ._ _ _ - D ° + _ - + 0.0 4 0.0 +0.0 1325" Milling pattern when ecifying pales, per the table below. 3 Not ova fable with single awe d, 530mA product {30C 530j. 0 •Q �0 D4�D g p o a D n 0.o 0.0 2.b5U" R PLCS} 4 Not available with 347 or 480V [}. D � i D - � �D. D �} � D MIMS Single unit DM29AS 2 at 90° 5 Speanes a ROAM® enabled Iuminaire with 0-10V dimmin capability; PER D • 4 0 D 0 - D _ 0. D 0.0 9�P AH 0.0 a.a D-4 O.D , 0-0 riot r red. Not available with 347 or 4BOV. Additional hardware and D.D + a- 4 ' D.4 _ U • D i. DM28As 2 at 180° DM39A5 3 at 90° sa . 0.0 + a.D 0.4 0.0 earvwes requited iw ROAM®deplont; must be purchased separately. ° ° + D D Q, D ❑. D CM49AS 4 at 90° DM32AS 3 at 120- call 1�00-442-6 or email: sales roamservices.net- Not available with Q.o � D - D ❑ 4 _D,D 0 f}.0 {} [] PEH. Exemplc: SSA 20 4C Dht19A$ I1461ID 6 0.0 Requires 40C or W. Provides 5W50luminaire operation via two ❑ •° +° 0 + D•o 0 0 + 0•D + C� ❑, D + + DLL127F15 Al Photocell-55Ltwlst-lock020-277V7" r ent drivers o" two separate circuits. N/A with PER, DCR, DMG or 0.0 + + D. + Q•D V o + 0.0 o ° + Dus47r,s°Iuu Phomcell - SSlrnis-lack Ywr L¢bor e! gM1t nrfa POLLS CENTRAL w onaJ To wide se er on of '� 0.4 n �� ° ° o.a O a + �I � �I D.o T I �,Q D + + +° 0 +o a + o.o poles, alceaaoriea ar,deducaticnal cools. 7 irk an additinr.a swiichcd line- 0 + D o + ❑ ° D.Q ° ° D.D DLL49OF130113H Plmmcell-SA twist -lock OR)" � + � + 8 the control; see Motion 5erseor Guide ❑.0 + j (}-() a. D + a, Stu Short a for details. Dimmi ng driver star dard. Not available with DCRorWTB• 0.0 * + D-a n n •d D9nHt30C0 House-ssdeshlekdior39LE0unit Tenon Mounting SEipfitter* 9 ��'e. control: seeEvlotionR or Sar"Guidefor + + 0.0 0 a + + AKAv.oU.1..7. O.OR0U 9+ � 0 D.0 +00 '0.0 , - � 0.0 n5xlrt540eg House -side shie�dtoratLEDanH 10 Dimming daverstandard- MVOLT oral - Not available with DCR or W `B. ° ° 0 0 0.° + °'Q O.a 0.0 + DA V o +D•D 0.0 0.0 + N DSxll66x1(0 House -side sh ield for 60 LED unit 11 Also available as a separate avoessvey, see Accessories infom,atkw. ❑'° - +D-0 0 D + °'° o•0 (� D + + D•0 +❑•0 + + D+° D fl + 2�18 A6na19B 1SI2112E9 rsPl�Bo ASf10-32U A8 20390 tS �D 12 wr8 not avail" with s(3o. BLso. Ds,. PIR or PIRH- 0.0 + D.o + Q 0- 6 D.0 u �i�� U - SPA,97AW]DnexDO SRuarcpole0M19toDM19d5adaprer 0•0 + Q,Q + 0.D * �.Q Q IspecNy finish) 2•r7r ASf�u•1BD ASI75-2BD A8Ti5•?gD ,tsrls}32a uV8rL5.390 IVsr15•aeu 13 Single fuse (5F) requires 120,277 w 347 voltage option. Double fuse (DF) fl.D + + D.fl + + a•D + + + + RPn,watpz ooexou Round pole DM19 I. DAlt9A5 adap$v requires 206, 240 or490voltar option. D 0 0 •D * 0.0 0.0 + ° ° D•0 V o 0 0 0.0 Vo DWfy a ASTsrr1911 Tse•2eo rsrsszeD tisrss•sm �ars6•�ao �srasasn y, + * 0.0 0 0 + OA 0A + Vo + 0.0 14 Available with 60 LEDs WC opmonl on + + + fin 15 Requires luminaire to be 4pedfiad with PER option. Ordered and shipped as ❑ D.Q + 0.0 D•D + ❑•° D •° 0.0 FeemwR cm=4, *ua m vane m1 and scares onurre. •+orrwandvote++m+cmv� f Um,Y a separate rime item. 0.0 Vo + 0.0 + + • 0.0 +0.° + + + $FA�YVIA One Uthonia Way • Conyers, Georgia 3DO12 ■ Phone: 800.279.BD41 ■ Pax:770,918+12Dq ■ www.i thonia.corn 0.0 0.0 + + ° 0 D.D *O.a 0.0 + + ° 0 a'D a•❑� + _ �- _ �.� _ Q Q = + _ _ _ _ DA Vp�yrJ►� y� A 2011-2{113 Aculry Brands Lighting Inn A11 fights reserved. flA 0.0 +Q O +O D D.D 0. fl + ©0� +� - D Vo +0.0 0.0 0 0- O.fl *fl.Q + = - = - � a.D +a.0 + + Vo Vo + + 0.0 = +tom = + r o.D 0.0 o.o + Zh0= _ � = o.v� � 0.v f o.fl o o.D o.D +°.❑ + o.Q o.a +o.Q 0.Q +D.o 0.a o.o o.a o.a Vo Vo * Vo 0+D o+D 0.0 D.Q Vo EXAMPLE: DSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD o.o 0 5 0.0 + + 0.9 � 0.1 0 0.4 0 0.4 0. 0.2 *Q.1 +o. 0 * a.D a.D 1.7 � .7 '�1.9 0 6 0.6 1 a.0 + A 10.1 -do I 7 5 Ilk 0.0 0 0 ° ° 0.4 0.6 'b.s 1.4 2.1 3.5 a5.7 ` '�.❑ 1.4 'Y8 ' 4 4 10 3 ' .$ V2 0.011 Vo Vo +0 0 0.7 1.5 1.9 4.6 3.3 'Y8 '3.1 4 "1.5 0 + 0.9 a.2 0.8 1.0 1.1 ar 'S3.1 4.1 4.5 3.9 3.6 '�i.1 "4.7 '�3.4 1 0.0 A V0 1 0110 , 1 0 1.4 's2.❑ `€L.fi 0.fi3.8 '3.42.9 3.9 "4.5 "4.6 3 1.4 'b.3 1 O.D + 0.0 0.0 III 1 il 1.2 1.2 1.5 '3.9 3.8 �.2 4.1 3.2 2.1 0.7 0.2 1 + aA !' l 0.2 15 2 0 4.2 A D.1 + Vo +0.0 + 0 01 Vo 0.0 0.1 0.3 A. 0 J 0 co � LL CD E co CO UJ W W U) WCn > W (1) C/) Z C) Z F__ W (1) Z F__ C 0 T o o N u- _ 0 - a- z =3 Co W ry 0 A Y f I1� W Z CL 0 O 67 N N LU LU C) Z C ) J J LJJ J ; r N LU L[!J F� J o LU Cn U) Q U w rQ o z 0 a DLL o I� w CC Q a L13 a_ a- SCALE: III = 20'_01r REVISIONS � • dq-13-Iq 2• II-a5-Iq 3. 4. 5. 6. 7. ARCHITECT: LE DRAFTSMAN: KM CHECKED BY: DB DATE 06-01-19 PROTOTYPE SIZE 65W2-R PH1 ■ 0