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HomeMy WebLinkAboutARB201900109 Plan - Approved 2020-03-24v SITE 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 JSHOE MAKER@FIRSTORDERLLC.NET MAY 24, 2018 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND UTILIZING HTTPS://WWW.NGiS.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 AUTOZ(ONE RETAIL SALES AREA = 80% OF GFA = 5,571.20 SF 1 SPACE 1100 SF RETAIL AREA (FOR FIRST 5,000 SF) 5,000 SF X 1 SPACE 1100 SF = 50 SPACES 1 SPACE 1200 SF RETAIL AREA (ABOVE 5,000 SF) 571.20 SF X 1 SPACE 1200 SF = 3 SPACES TOTAL PROPOSED PARKING: 55 SPACES, 3 ADA COMPLIANT, 2 OF WHICH ARE VAN ACCESSIBLE IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.87 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.85 ACRES (TOTAL FUTURE DEVELOPED IMPERVIOUS AREA: 0.94 ACRES) VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL 10TH EDITION USE: AUTOMOBILE PARTS SALES (843) AVERAGE RATE = 55.34 TRIPS PER 1000 SF GFA 6,816 SF GFA X 55.34 TRIPS / 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: 1,704124 = 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 FINAL SITE PLAN - SDP201900044 REF: INITIAL SITE PLAN SDP 201800090 ALBEMARLE COUNTY, VIRGINIA 7/16/2019 VICINITY MAP SCALE: 1" = 1000' OWNER: UNIVERSITY OF WIRGINIA 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 COA NOTES C0.2 EXISTING CONDITIONS C1.0 SITE LAYOUT C1.A SITE DETAILS C11.13 SITE DETAILS C11.0 SITE DETAILS CIA GRADING & DRAINAGE PLAN C11.2 UTILITY PLAN C2.0 UTILITY PROFILES C2.1 STORM PROFILES C2.2 SIGHT DISTANCE PROFILES C2.3 STORMWATER EASEMENT PLAN D11.0 DEMOLITION PLAN 1-11.0 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 4�" 4J�' 1 y l 0CFA Ljc,,..N'o. 0402048507 2/V20 / m E O 0 N V N 6 C E wLL E U. 0 C,L�M 9 -j LLI .J -:01 a p N 0 o � Qd G �- oa U > Q � � 0 Lfl N iU M d 00 J ;L 0 c� 0 w w U Q z O Z) 0 z 0 a DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J H� VJ W 0' Z Z) W Q o > w 0 U a U LU m WJ Q z 0 N 0 o JOB NO. 42231 SHEET NO. C0.0 L G'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. (NIA) 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 OF THE PERMIT. WHERE ANY DISCREPANCIES C S OCCUR THERE REQUIREMENTS OF THE PERMIT Q M T 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/1003F. 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 I OOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. FIRE DEPARTMENT 1. BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 2. A KNOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. LOCATION TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 135. 4. AN APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. 5, IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM. 6. WHERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50' OR FOUR STORIES, AT LEAST ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS OR MORE PERMANENT STAIR ARE ERECTED AS THE CONSTRUCTION PROGRESSES. 7. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40' IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. 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 TH CE 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 REQUIREMEN TS 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 J SATELLITE DISH TRAFFIC CONTROL BOX UNKNOWN MANHOLE -------- ---- STORM SEWER STORM SEWER MANHOLE CATCH BASIN CATCH BASIN WITH DOME GRATE rrrrrrrrcrrn TRENCH DRAIN ---s.r.--- SANITARY SEWER 0 SANITARY SEWER MANHOLE -- --- --- r✓---- - - WATER LINE WATER MANHOLE WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL c;_._._._...____. __.__. GAS LINE 4 GAS METER M GAS VENT GAS MARKER _._..._ ......... ............. t;�r..__............................. COMM UNICATIONSIFELEPHONE LINE CD TELEPHONE/COMMUNICATIONS MANHOLE tTI TELEPHONE PEDESTAL COMMUNICATIONS VAULT ELECTRIC LINE ELECTRIC MANHOLE C ELECTRIC PULLBOX C} ELECTRIC METER UTILITY POLE DECIDUOUS TREE GUARDRAIL _.__cd..-....._ -- X FENCE -XXX- -- MAJOR CONTOUR - - - XX.X - - - - MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT ALB EMA LE COUNTY FINAL PLAN GENERAL NOTE General Cotistruction dotes PROPOSED WATER G GAS STORM SANS- SANITARY UCT COMM DUCT BANK UGP ELECTRIC DUCT BANK p 17� CATCH BASIN STORM MANHOLE SANITARY MANHOLE E o SANITARY CLEAN OUT FIRE HYDRANT { FDC -ED - METER SETBACK - AT/FP STANDOFF 0 WATER VALVE O GAS VALVE OO BOLLARD STREET SIGN ❑ GAS METER LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR +♦. SITE LIGHT XO PARKING SPACE COUNT rn A nTnit� 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' 1. Prior to any construction within any existing pLibl c right-ol-way, inclLld. ng connection to any existing road, a permit shall be obtained: from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. here any discrepancies OCCU the regUirements of the permit shall govern. . All materials and construction methods shall conform to current speciflcations and standards of VDOT UnIOSS otherwise noted. 3. Erosion and siltation control. L eaSLires shall. be provided :in accordance with. the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched, 5. The rnaxi-ru.>t rn allowable slope is ; l (horizontal:ve.rtical). Where reasonably obtainable, lesser slopes of 3;1 or better are to be achieved. 6. Paved rip -rap car stabilization oat lined Glitch may be required when in the opinion of the Paved, l�" � p C<otinty l nginecr, 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 C;oristruc;tion Inchiatryr (29 CFR Fart 1926). CRMGW J.1Ko,razk5xu Lir,. No. 040204850/ 2/ 3/ 20 rm E 0 0 am v N V; N C: >E w a ;_ LU >� ¢LL1� LL 2 ui0 `mom a JVaMo W O N z ro °J �ov,Q �d a �- Da Uc j Ln Ln 00) N N M as -A vi O (D M F- 0 w w U z 0 V) Z) 0 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W H r� V J W 0> 0 Z) LLI O �■ w 0 Z U4 w m W Q z 0 N 0 D JOB NO. 42231 SHEET NO. CO. I L / �4_' � ASF7lAtr I'Cs N, r" r•='�i�CEL l�'3: ��i '�-rCJI-��'-����C�,�� ;'' �'j '�,t / P--off r'_- _._.._ % / LANDS NI _13IAXU INC. �` ' ►' �E�RC'�L. IC7; !l��alU'ti: �1•-�.J.R-�r~��J2�.i'� 'k'°e`°�. // �., PB. 2614, PG. 013 i " ,i - 'P-53' ( i ,.,. { L iA N/F ADRENALINE INE SPORTS L.LC f / / �• I WORY ; 1 I i !! ++ii 0.93. 22�5•4, Pri.:��4 f � MA,V + f ! ! t ' l 86" I E !f 1 USE- RETAIL HIr 11WAY C Oi�el>~/IERCIAL ZONE w -c_a_ccr� — _ — a - _ , _ _ cr -a - -- — ,�` - y AWALf PA*mar .M _ -....r li iiw2 � l 9 g!`.'� £G".3/.Cs`V`... v 'w�J:l � —.� LA. A F R TO ..., .....-.. .�.—._ .v__. _._-.-._. --- ,- _...,-._ .......... _- J s of Yd y C-1 COMMERCIAL - / :: t 3 3 % — a��A`r � ` � � �i CIA._ �OP�IE � --- .... __ -„- ...+� � r �• ,: --- ------ �...._ ......,. �_.._ ......- CRA r.z)r s� " PAO 9104 PAMiT Pr�rCEL. ID: OiWW �-01-0A-00400 LANDS ra/F 8w4E'-s0r�G c�-llai;�G 4 -rLir4 ! I � ! / / /AC+LT a { f�A�ZC:EL ID: USE: RETAIL / Nil I ! ! � / � � ASPI/Aff F EE r" a ,. f .., I / ' k �. �•� LANDS %i!r l,fP�lY._.�lT'`r �i°I€"�li�llC.Js�i�,d,'I'iC�"� 1 ^o,i,� ! I f raArrrr i.lEs..al 1 f f 40'UJ'Ir E GA6 'MAIN EASE�'°i =#,4T / I ! 1 I � \ A+ 3s cress "" �- =' :� I � `� i _, . ► ._ �-. � � 11 i •�`:`:y,,' � '. / It PAwmair ., 1J / i ER i a . 1 4, 1 , Ii ! ! ! i / 100 NAIL - EASEMENT I � ! /i/ / I I z E..E+�-41.45 �3 1 *� i [ 1 43' Fs( C , 11 G--, y A°-�' A RY al1LDiP / - r G/' /, 45`I // !I l �7 / i `.._ / \ ,,y APPROXIMATE / /� c� �� / � � �71/r LOCATION OF � / a � % � � � � _r-4� OAS LINES S - _, _ � ter, l � (a` / � s' I i 3 %.... i � 1 �� � ¢� ' ;,� s � � � Al: 4 _)#' 1 a`� l�i 1 / �r�., •..-...,.. I.....-... � -...,� �-........,./!" `^a.,,�„�� //� �� f ,i .. f r-ZrJ' /f �� ` • ..I, / � j .............- .., t ..... { 1 � � � �sr I,°� art aidc pAtr (n)ttty--*a,14 VACAN i ! ,--, _ II t ,,! (n),iv 9&413 / ! \ ` tr �4` +t ai11 __ <' - 1 SAN —_ ; _ -_ a 3"JAN ` .a..--. ;*\ a/i t d'tV �{{n�#{-) }mYAUtr _ _ _. _ S 4ar��,•- 8" .SAN .��3- S" a A' - 8" f � 1 {c) _ �, S! - _ �3" �! -- F3 �A - �- 3"i/lrf - .. siL kitt !�J-._•._�._ / / " r \ f` i1 tXMAU r j1Iniv-164al (a) CONTRACTOR TO VERIFY r,°as, T tTY I �'✓ �• � �. �) wv=;st.rq 1 9 INVERTS TO ENSURE / % `/ \ `a 4 SANITARY SEWER DEPTH / r i "' " / \ IAI,,�;a J!E i (lief l j tI i MASS AR S 1 „" (PASS PaE r r� r PRIOR TO THE START OF ��5AR TO LAC 1 CONSTRUCTION. 1 6Er ayp) — "� ,"err � *z i / ` f "• ,, ,\' \ _ __ _-_- C?ttP—_ 1 ____.- - w JH C)rfF'- =� g _ _ - C1FiP _ - O li - '- - OHIO _____ -_ ....- -__-- OH);'-_ _ .__ _ ___j _ _r �J P � _ _ JHp „ � r IG. RATE i GYrE -F£t7 d r r Lilr (Sdi f1�� 14 w L I t / k• / slopw MH s 1 "-� .i..j.�'—'dj�,W;G�;-``•T".,.; _7 .._._-�it7c49 �lV _____ _� .—. / •.rye- /% I x \�tu� 77 r'=.�Ji�.2+1-bra Tk �tddG �A1Y _ ,- ¢z 5 73'Il't�1 L1 S3 I3.17` S!nRidiil YA r" ` \� — "-.___.•._.. ._.— _____�' 9�a� ••_"'"' ^�, y�tir Y + {a)f+l-$53.%r1`-. / .% � As. , � ,� , , "'•. oLir - - - �tc,�it cr,c. ur rirlFr`=- K2$�SSt / —-�-------- ____.- _ _ _W _ _ - - '--- ,.,.,-_ -� - _ -- -.•_ _ - j)_—---r"'`, - r % f 1 i �dJ' sO !Ft! $af.J$ / ' - -WY - _ _ - - w r ass - -- .s. ... t �_ !•_-•.,•.• __ _'�citt)�)/ T'� S h /�1'i`il�a , J 13 (4 -- - P�r�/ "Alt sa�r i 9 A652 f o I C4� r J RC.��JJ C%F�`" ICd��i���7�'�°.�E;:a i... f� ,�� .. .... ........ . vo r I /d0+! IDE UTILITY EASEI`'*_NT !! !! I I PER P,15. 411 PG. 12­77— ! Eil"11-11-1/1'N" 0 L E YRAIL (VARIABLE RIGHT40E—WAY) 4YdiSS WWII iWArt 4l) SCALE 1 "=20' 0 20' 40' "TH 6; o uRAIGW J. Ka Lic. No, 04020118507 'n- 2/V20 A,' E cm Q N U N � C >E W vE ~ U ai 3 U. o LL. — 0 2 M Q J U a N (� (A ON rQ Lu Z�;�1? �o�, U- oa U Ln Ln rn OLn N M 00-1 ce M 0 (D Z) 2 i- 0 w W U Q z 0 0 z 0 a F W a 0 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' W H V / W Cn z 0'�_ a 0 z ,Q ° O U TLU i � U LL z I..0 Co Q U) z x o W N 0 D JOB NO. 42231 SHEET NO. C0.2 L_ J.r�/�.✓IiUY 1/� `�� � 7 l KEYNOTE5 BUILDING 4 PAVING / (l PIPE GUARD - SEE DETAIL 16 / CI.A 1 O DUMPSTER LAYOUT SEE DETAILS 8,9,10, 4 11 / CI.A / SERVICE DOOR PLAN - SEE DETAIL 15 / CI.A ® BOLLARD PLAN - SEE DETAIL 14 / CI.A / 0 CONCRETE VERTICAL CURB - SEE DETAIL I / CI.A / © SLOPE END OF CURB 4:1 NEW CURB GUT AND APPROACH. VDOT-STANDARD CG-11 ENTRANCE - SEE DETAIL ON SHEET CI.B. <t� `� CONCRETE PAVING - SEE DETAIL 3 / CI.A. EXPANSION AND '�, CONTROL JOINTS - SEE DETAILS 4 4 5 / G.A. MAXIMUM SPACING FOR CONTROL JOINTS IS 15' O.G. EACH WAY. ASPHALT PAVING - SEE DETAIL 2 / CI.A. cU ,�f / 10 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) a - v / 11 4" WIDE DIAGONAL STRIPES PAINTED WHITE AT 2 FT. O.C. PARCEL ID+�i"�afU �-�d-�A-���AC� �' � Cj � �'-a4'" _ _ O / ro LAND$ N/r CkIAXL1 fist . l ' �` �� .. '� F"�i --EL IP; OVWO-0d-0' A-002 Ur 1 w, 12 HANDICAP PAf;�CING SIGN -SEE DETAIL 12/ CIA G.C. TO LAND Nli-- ADSZI NALIN !SPORTS LLB 0B. 2244, FG. 3-�4 )) i., PROVIDE ONE VAN ACCESSIBLE SIGN. T_66, )) )) ErAIL ` // / / `� 13 CONCRETE SIDEWALK - SEE DETAIL 13/ CIA FOR SIDEWALKS COX cl;;ra 1 ( � .: )) °� '�' � �tfur AROUND BUILDING HIGHWAY COMMERCIAL ZONE � it cC��c: cx�ta C -_— 14 ACCE551BLE RAMP SEE DETAIL 15 /CIA MAX. SLOPE 1:12 ° /. t3' w (8.33%) , MAX. CROSS SLOPE 1:50 (2.00%) TRUNCATED DOME C-1 COMMERCIAL ZONE 22' - t0 BE A CONTRASTING COLOR )) /,r J CG-6 17 15 CG-2 15 CG-2 17 G-12 / e. I — 0 15 t✓ // / 15 NEW LANDSCAPE AREA - PROVIDE 3" TOP501L 4 SOD. SEE pA�r 0 ) �` / 15 ® 18, 15 � 2> ® ® 0 � Q j/ AUCacr SHEET LL0 FOR ADDITIONAL INFORMATION 9' i ° ® ° R25' jj / ;asrrr 16 12' X 25' LOADING SPACE AL dam:f€-f-A-bd� �ir3utrs 10 R3 10 CG-2 / LANDS N/F SHE=old-JONG Cd{IAN(.3 4 "Y IN L f l {{ '�"�r !/ R3' 1� 4' 8 R ' 1 R3 RT / 17 LIGHT POLE - SEE DETAIL 19 / CIA D,5. f540, PG, 031 J i f 21 i rat r; U5rz, r'i"AIL J ) \�N / R32' 0 sA18 MILL 4 OVERLAY - SEE DETAIL WP-2, SHEET CI.B. SA I R3' O STOP /10 4rJtJfi� i�s BAR M. E �5 3'°'iAIN EA6EY'��=d�d"f 1) �. F � � O G ; ` ' � � �// I j/ GENERAL, NOTES ➢ I.'a. �a{-I, I�.-I / I) J R8' CG-2 1 CG-2 R5 0 xr�% / % °9 2 ° ° ° ° ° 13 d — 5' ° a O e R3' cG R5' f / I I. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE ° d ° ° 15 2 18 / ARCHITECT OF ANY UNACCEPTABLE AREAS. 96.8' f- 1 15 2 EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING csss°° R3' R3'� C 35', PAVEMENT. sT P / 3. ALL SIDEWALK CURB AND GUTTER STREET PAVING CURB CUTS, GRASS ° ° d ° ° S GN , % DRIVEWAY APPROACHES, HANDICAP RAMP, ETC. AREA j CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RESERVED PROPOSED 1 �,3j J 1 R3 v ,� ! /l / Pamai RIGHT-OF-WAY SHALL CONFORM t0 ALL MUNICIPAL AND/OR FOR 0 ,: { _ / STATE SPECIFICATIONS AND REQUIREMENTS. GA`5 MAIN IEAE5�t1 NT / / � i / � �IiOi� der l , AUTOZONE a � ° 1$ ° � ' � , PER La , 1 4, FG, 113 J Jf ! J 17 � FUTURE ELE�+ { d.4� 6,964 SF 74.2' / / 4. FOR AREAS OUTSIDE THE PROPERTY LINES REPAIR AND/OR V f / / J DEVELOPMENT 1 STORY 10 n 47 `° l jj ° R3' 24'�. 17 � � I �'�) l�r (SIDEWALKS, DAMAGE PONE TO EXISTING ELEMENTS PAVING LANDSCAPING ETC.) AS REQUIRED BY 5 /�° .. OWNER AND/OR GOVERNING AUTHORITY. IiA;R'f{ILtJIi/ / % IRECTIONAL U J?nss �� / J a d 15 / / 5. FOR PROPOSED UTILITY LOCATIONS, SEE THE UTILITY PLAN. RROW (TYP) ° 15 12 CG-12 / 6. CONCRETE LOCATED AT DUMPSTER PAD AND PARKING )J ! f J 0 'f // / SPACES SHALL BE HEAVY DUTY CONCRETE. SIDEWALKS 4 ° Cs / !�) /% / SHALL BE STANDARD DUTY CONCRETE. l f% / 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE 24' 13 ° a ° /l r/ j ENTRANCE CORRIDOR SHALL BE ELIMINATED. °6.5' ° d o° a -°a ° 6.3 J J ° ° ° 8. ALL EASEMENTS SHOWN ARE PUBLIC EASEMENTS. eJ " �f c7 JJFACILITY 0 1� ° ° ° EASEMENT SEE 15 d 3 15 ° ° d a $ ' 18'° SHEET C2.3) L ° 1, ° ° R11 l • R5' )= 8' 9'-r R3' RT °�-8'--I--8'--I---8 9-� R3' RT R8' S 1 //'� !z coG R3 wss/ > J - -„ � 24 R32' OD Awwv t \ R3 TVACAN 10 _ _ __.. _ _ _ _- r WAS 9' % 1 1 , 1 " J )) L� r t§5 �15 — 8" SAN SA ,� 8" SAN 14 18' 15 )) ) r 10, SETBACK ::-5 O - —----.�HP_..._.. �r. .—. ()HP— rJNI� aHP ____ ,,,,�.. ----- ____ QNP---------• — -- QHP— Q} Ir__ rJHF' —�. . j-...�...._. ,�:.�. � HP—L. 10"i1�J _ �\ ita i1V .._._..-__._..._ — " � �r� ._-.--___� f._....-.,......--''�� � MONUMENT SIGN. SHOWN FOR INFORMATION ONLY. PORTION OF 10" DIP TO BE RELOCATED BENEATH PROPOSED STORM PIPE. SEE SHEET C2.0 FOR PROFILE. 40VIDE UTILITY EA6EMENT 11NIULE TRAIL (VARIABLE RIGHT­OF—WAY) r� cuss 9VAN WASS mum mECrtR,V G V? &S UEDIAN SCALE 1 "=20' 0 20' 40' '" CFmG iN T. KG_rAItSK.t LiQ. No. 0402048507 fin. 2/ V 20 M E a N o N vi >E v W .5 ¢u- u. � w t M Q J U ao Z W �"q o 0 N N a �OX (U-) oa n� o = U lu > O ~ z ~ o Ln m ti z Xj V N Lu L O 00 r-) LLJ m a Q w a z o Q O W a � F- 0 0 > ujLu f— o N M Q N z 0 0 H DATE 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI SCALE 1 "=20' i • uj lF---I V J W o> rr z O U Q f1J UW m � W Q z O N O Q JOB NO. 42231 SHEET NO. C1.0 -a EL W� =o -00� 20 z no 02 T ro O D _ a) ro c a U C � y Z� Z 0� 2 Q x o� 0 Q� o "3 a 'n m U) aXi o a� 15 2 ;v N ro 0 � U N E 7 O V ro "OO O) O � (0 U O O N o N U �L ro � U O O N UO a� t +_ 0/c>- 7/,:?0 Notes: I. Install expansion joints in the curb at a maxiimum spacing of 20' o.c. 2. Landscaping materials, grass, sod, mulch, etc. shall be flush to I" below top of curb/paving/drainage openings. ss, NOTE THIS DETAIL ONLY TO BE USED AS NOTED ON SITE PLAN +s, 811 6" Pavement �11 Ed 11, ,1 I I=— 1=1.: -.: •:.:: surface —III "'•�•.. •'III II I II � II I II I II Gompacte I+ top 4 bottom subgrade 11 No SCALE 1 CONCRETE VERTICAL CURB DIMEN510N 4 TYPE Paving Area A B C D Drive Aisle 2" 2.511 8" 6" Parkin 2" N/A 811 (oil Asphalt Topping (5M-9.5A) Binder Cc (BM-25.0,i Type 215 Aggregat Compact$— Subgrade NO SCALE 2 ASPHALT PAVINIG SECTION SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING SOLID WHITE LINE 241I' (TYP. ) 12 _I VARIES STOP BAR DETAIL 201 STRIPING AND SIGNAGE DETAIL NO SCALE DIMENSION 4 TYPE Concrete Section A B G Standard Duty 5" 4" see note Heavy Duty 6" 4" see note pum ster/A roach Pad 611 4" see note N❑TEI Compacted subgrade should be as specified in soils report, 4000 PSI conc. paving (min.)w/ m wire mesh Compacted XaX '..X ° Aggregate base o (Type 21A stone cover ° °. ° ° Q1 I Jn Compacted 5ubgrade No SCALE 3 CONCRETE PAVING SECTION II x (oil IS'-011 CLEAR Treated Pine 5'-0° 5'-011 enclosure N over treated o 0 pine framingQ sh Tra FT—rash Dempster J DempsterILL 1 roll ID. Steel 12 Post - Gates. See detail, this sheet NO SCALE 8 I DUMPSTER LAYOUT 209 watt LED I'D" series area light Fixture one per pole. See site plan For pole and Fixture locations and orientations. Light fixtures and poles are furinished by AutoZone and installed by Genera I Contractor. NOTE: This drawing represents the minimum foundation requirementsi if more stringent drawing is shown in structural then it shall govern. 511 sq. steel pole bronze Finish with 4 anchor bolts Note: Anchor bolts to be installed perpendicular to curb on single head poles. Rotate 45 degrees to diamond bolt pattern on dual head poles. II High wind anchor bolts II I"x36"x4" hook Standard Light pole base 11 anchor bolts 3"xll"x3" hook cover install over anchor II bolts 11 II Light pole II Levelling nut (4 base plat I1 locations) �— 3/411 chamfer Note: w Rub II` +9 concrete . ll: Finish grade or top of ,. base smooth ::' 11-�- avin See site Ian for p ° d location ° .Ik°.•.. W `•Ii''... 2411 dia. concrete base. Min. reinforcing 4 #5 bars vert. 4 1 �.. #3 ties eq. space Electric conduit NO SCALE 19 20' TYPICAL SINGLE LIGHT POLE Greenstreak Paving Cap Seal Profile %10 - See specifications for additional information. 13/8" 1, r r N - 13/4111 1.12 MAX , , , IsI2 MAX WHITE I/ 5awcut joint - fill STRIPE with self leveling elastomeric sealant a% 6 NOTE: SEE SITF PLAN FOR SPACING REQUIREMENTS NO SCALE NO SCALE 4 TYPICAL EXPANSION JOINT 5 TYPICAL CONTROL JOINT Alemite 1610-5L 8" x a',x I/8" hydlic grease -� gusset plate fittinraug to lie %51DE ONLY) Top of wall elevation. accessible For 111 7-I/4" OD. All corners See site or grading maintenancehinge 6" long I" weld m 3" O.C. plan II all around 4"x4" treated wood �. -11 I" x roll x I/2" Post at 6'-0" O.C. - to hinge 4 gate MAX. spacing / 3" x l-I/4'w Gate frame 2" x 2" x I/8" 5/4" x 6" treated OD. tube. steel tube a pine vertical boards Weld collar gate frame to post. welded joints Treated 2"x4" Cont. (o ID oipe horizontal na llers g p Concrete slab N NOTE: PAINT ALL GATE FRAMES roll nom. ID. 1 Finished grade varies. AND PIPES RED. gate post filled a See grading plan with concrete NOTE: rounded top. III TURN DOWN 1211 dia. hole filled with See bollard detail I I I SLAB BETWEEN concrete L�J Z3 HANDICAPPED PAVEMENT 4"1 4" SYMBOL (TYP.) 2" (SOLID BLUE) NO SCALE HANDI CAP PARKING DETAIL 5/411 x 6 square ed ed treated pine boardgs with 1/4" gap Screw to frame Latch detail. withgqalvanized or See Betall 3 staini'ess steel screws IV-0" CLEAR; S'-II in" 1" 6'-11 1/2" WOOD POSTS.` NO SCALE NO SCALE 9 DUMPSTER SECTION WOOD 10 GATE DETAIL FOR DUMPSTER ENCLOSURE Handicap 51gn as required by Local and State ordinances mounted on face of building. �� Greenstreak WNDNOTE: ADDITIONAL SIGNAGE 632 MAY BE REQUIRED (FINES PAWM ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/ GOVERNING AUTHORITIES 0632 I/4° 6x6-W1.4xW1.4 W.W.F. ,,YM F radius 2" square tube with Paving max. SLOPE I/4" per FT. closed top. (TO BE - USED ONLY IF SIGN IS x ` X " NOT BUILDING MOUNTABLE) �• . - •'K'.r `. -;, ..': "_,:: °:: 4° : ° Q• X. •4 Comp. granular fill r See specifications N I Y�f - Buildingq ' - 11 II � $� foundation Note: 05 continuous T. 4 B. Dimension Height - Mounted on face of building. 6011-12" above sidewalk Mounted on Pole off building. No SCALE WII minimum (Clear head room) 3/411 = 1'-0" 12 TYPICAL HANDICAP SIGN 13 TYPICAL RAISED WALK SECTION Smooth plastic red s sleeve. See spec. 'f 6" Steel Pipe filled w w/ conc. Rolling overhead steel door (See plan and details) ��'• Top of Sealant paving Line IS o block 6 -o Pipe guard Door opening see detail this sheet _ 64 steel pipe set in .4. - 154 hole filled with concrete • a• 311 gqranular base i' roll at Fottom of hole CENTER PIPE GUARDS No SCALE ON EDGE OF OPENING No SCALE 15 PIPE GUARD @ SERVICE DOOR 1(0TYPICAL PIPE GUARD SECTION E:XPAN51ON JOINTS 20'-0" oc. MAXIMUM 4 SPACES w 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE: SITE PLAN SEE LAYOUT 4 SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTEFN DUMMY JOINT( TYP.) A f •'tiff°;✓x :�^.t,r •'zcj�' 'r;±'at'r IL 3 to to tI-V LU 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT SEE SITE: PLAN FOR CONTINUATION CURB OR GUTTER LINE NO SCALE 1S CONCRETE SIDEWALK PLAN VIEW 4"} 4" of parking 2111 1-1/4" O D. hinge 6" Ig. II III III III II II t III III � II II � roll MIN. A OD. tube collar , 01 field L�J Cane bolt See detail welded �I to gate space No SCALE 711NT'L BARRIER FREE SYMBOL NOTE: MOUNT CANE BOLT AND Cane bolt GATE LATCH ASSEMBLIES 7gulde (2) THROUGH FACE BOARDS'' steel tube Cane bolt 3/4" INTO STEEL FRAME = cold rolled steel rod. grill 1/511 hole in fop of slab slab. Size to fit = bolt. CANE BOLT 1 1/211 washer welded 8 I/2"x2"xl/4" I" GAP to 3/411 bolt latch plate with Latch plate w/ 3/4' rounded edges 4" bolt handle 1-1/211 washer welded to ° 3/4" bolt bolt For stop STRIKE ° stop bar 1-i/2"x6"A14" bent FRONT late strike with SIDE 1-3/411 dia. bolt through frame DOUBLE GATE LATCH NO SCALE GATE LATCH / BOLT DETAILS OV-0112" °, a —W 1'-01/2"I'-01/213/811 V-5 1/411 1.4 E30LLAFD LAYOUT FLAN - &5w2 51DE= 314°' TRUNCATED DOMES e PAVEMENT LANDING: AREA LADNAREA GROOVE$, V4'-3/4' UDE AD 3/4'-2' U LANDNG AREA ON CENTER ARRANGED 660 THAT WATER kk ►Zqk la MAX RAC LANDING AREA LULL NOT ACCl�11LATE. 5' MINIMUM SEE SITE PLAN NOTES: CR05S SECTION 51DEW ! RAMPS SHALL BE PAINTED THE $AME COLOR As 51DEWALK AN51Ctr JOINT MATERAIL sTRIPNG AND THE TEXTURE SHALL BE LANDING CJGG JIIF I -LW\ AREA PLAN 1-1 CONCRETE ACCESSIBLE RAMP 1/2" EXPANSION JOINT WITH SEALANT All ray' .. wly'1?' n fir. all 5" ROLLED GRAVEL BASE SECTION A -A SCORED GROOVE$. 1, THE BOTTOM OF THE RAMP WALL NAVE A MAX 1/4' LIP. 3. CONSTW PER ADA STANDARD$. 4. IF MAX. SLOPE OF RAMP DOE$ NOT EXCEED 1:20 iHEN NO COLOR OR TEXTURE CONiRA$T Is REQUIRED. roil X roll W12XLU12 UA.IF DUMMY JOINT dw 5EC-6501_ > CR.t- IG W J. K0,*rARSIU "' plla� Lo. No. 0402OL18501 n 2/ 3/ 20 M !_ C) N N � �E W LU 3 Q t; U. 2 LU � O CM J U co Z wIri o Z oM ON CL � d' z IiJ H ��inn w (n X N z 0@ =v ¢� O z �- U; n w N11 Z c+'n W 00 J CQ Q CuVi ll Z � 0 Z w 0 C Cr 0 0 w w o Q � M N z 0 DATE j > af 0711612019 0 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON • CHECKED BY C. KOTARSKI • • SCALE • N/A I♦ • .0 a; N w 7 U C > a) H Y 3 0 0 0 Q V / CL ro -0 a> In Q ° O> (� JL ro z � � n O s QU w o w _ o w 0j U w (— = o -0 cr_ m (� 2 w Q z a) 0 z 2� o 2E T o E� E o v � >= o N �0 o .2 o Or_ C3 n Z o� 2 a � x �a) Q ow 0 0 a� a� > Y N (a V O N O m '- y w y 2 o v c U @ ® a Ol N -0 m Q 'v JOB NO. ton o T; 42231 C m o O U SHEET NO. a o C1.Acn �E L ■ %I '' , 4 .4 a TRANSITION BETWEEN PPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHEREINVERT I NERT OF PPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS CI,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 411 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE Y SHAPE TO ELEVATION OF MID -POINT of LARGEST PIPE. SHAPE TO OFNPIPER I I I I I I SLOPE TO ORAN TO INVERT OF OUTLET PIPE SECTION A -,A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAM TO INVERT OF OUTLET PIPE SHALL BE LEFT SMOOTH BY MEANS 0 F HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VDO i- SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION GATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL -A TOP OF FILL TOP OF FILL -• GROUND LINE _ '- GROUND LINE _ "--- GROUND LINE x I- rrrrr -r rrrrr '-" I � rrrrrr � • rrrrr I I�11 --r "- -ii1-I I (� rrrrrrr -((j-j ji- -' IIF EA r d rr I - ROCK OR a rrr d rrlF UNYIELDING ELDWG 1 rr rr o ) I II o I II SOILIE' o BEDDING _I MATERIAL D_ II1- N= II. II Al�. LI _I - - �IIT MIN. )/IO D i%O D MIN. 1/10 D _- X D X BEDDING X D X�-BEDDWC ( I MATERIAL MATERIAL X D X _ Vz" PER V OF H _ NORMAL EARTH FOUNDATION MIN. B", MAX. 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE' UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN.MN. 1.5 x D MIN. 1,5 x D MIN. 1.5 x D TOP OF FILL rrrrrr�l rrrrrrr, • -- - rrrrrr rrrrr.: - - rrr , -- 'rfr rr,x. GROUND=rrrrrrrrrr• n = %: •••• •� d LINE? MN. 1.5i x D MIN. 1.5 x D TOP OF FILL --TOP OF FILL - rrrrrrrrrrrrrr rrrrrrrrrrrrrrr = rrrrrrrrrrrrrr rrrrrrrrrrrrr - rrrrrr rrrrr. rrrrrrrrrrr -- rrrrrrrrrr - _ rrrr. rrrr d rrrrrrrrrr _ GROUND - - :• rrrrrrr„ rrrr, ter, :::::::.: = rrrrrr rrrrrrr,; - rr r rrr r"rrrr + rr d ;''• GROUND ,,; • LINE •:•:: _ - 0+ - LINE =1 - _.`•- - , L' `A- ROCK OR MIN. 1/10 D - A,_nr-I-n Ill I urIYtEL01NC- MIN. 1/10 D X D X BEDDING , SOIL - Tom- MATERIAL 1z OFEH X I D X MIN. 1/70 _ MIN. 8", BEDDING MATERIAL EARTH MAX, za" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE © INOTES: 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. REGULAR BACKFILL MATERIAL IN ACCORDANCE ON SHEET 107.00. FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE . IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I 9ACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. -\VD❑T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SRECIFICAT EFERENCION E ROM AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "All SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 303 IL 107.01 ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN * NO. 6 GALVANIZED STEEL STEP MATERIIAAL APPROVED BY RESISTANT THE ENGINEEOTHER \t� DIMENSION MAY VARY WITH MANUFACTURER'S ))I CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD TYPICAL SECTION I/4 I , 0.„ Ve" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) SPECIFICATION NOTES: �:' STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF •'' 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. • • 4/2 ALL STEPS SHALL PROTRUDE 4V2" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHAD. 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. N PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY TH E FABRICATOR, OR DRIVEN. IE 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. ALUMINUM STEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS OR DIMPLED SURFACES.T NOT LIMITED TO, CORRUGATED KNURLED ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221,ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC C-00498A ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106.09 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA N SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CC-2 OR CG-3 IN LINEAR FEET) 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 I T L S ED SHALL MEET SIDEWALK RAMP 1 :1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 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 \ FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, a r 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO all THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF �'l 10:1 MAX PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL DE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED )'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1V2". \ \ 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS v ,� i �- ARE INCLUDED IN PAYMENT FOR CURB / CURB AND CUTTER. ` y MIN 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED r 12� -� BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12.1 MAX „T CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED S, FIRE HYDRANTS. DROP BEHIND LETS(,IETC. CLE SACCESSIBLE ROUTTOP LINES, IES PROVIDE NG LIGHT OAE 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 s'�-� THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1211 MAX- (p PERPENDICULAR TO THE CURB. 5, MIN 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT \a ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN _ 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 XX ,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'LANDNC AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x a' LANDING AREA MAY INCLUDE THE GUTTER PAN, TRUNCATED DOME in 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF (� 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -..� p WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - (� 0 0 0 0 0 0 0 0 0 0 0 0 - O - 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP v O O O O O U 0 0 0 0 0 0 0 0 0 I a T y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv (v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 150X-651 OF BASE DIAMETER �AI TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N DETECTABLE VIARNlNG o AT BACK OF CURB I 1 0.9"-1.4" SEE NOTE 12. F--� BASE(- DIAMETER I VARIABLE FULL WIDTH OF RAMP FLOOR PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VDOT SREFERENCEN ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-12 A 45 DOWELS, B" LONG 1 PERMISSIBLE AT 12" C-C CONSTRUCTION 5' MIN. JOINT 12:1 MAX N 1 12 :MAX B RAMP MP (SEE TABLE) L1EEA'TABL1f) A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB Q BACK OF CURB 48 :)MAX. 20:1 48 '1 MAX. 2'MIN. SECTION A -A PERMISSIBLE Y CONSTRUCTION JOINT n SECTION B-B I _ Rl- tr��=ls -Trrr><nir((yni 1 T�ii u..usu�g6 'u":a^"ii)�1118 au n�, AUME LANDING AREA WISIOE OF TRAVEL NAY CROSSWALK CURB / }� SHPLL BE PROV:OEO FOR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PERPENDICULAR CRO$S'NALK SEE SHEET tOF 5. ys' SIN CROSSNALK READ THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT ° ' CURB IS LIMITED TO 15 FEET, REGARDLESS OF THE 4'BUFFER STRIP SLOPE. AT INTERSECTION 5'SIOEWALK 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 1 14 15 -\VDOT ROM AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 WITHIN CROSSWALK LANDING 48aMAX. DIAGONAL PLACEMENT SLOPE LANDING 46.1 MAX. LANDING 4011 MAX. SLOPE SLOPE CURB 5' MIN = CURB MAX CROSSWALK CROSSWALK MZ°) °x GRASS CONCRETE CURB n n CURB WITH BUFFER STRIP & WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: FRAME & COVER I THE TOP OF MASONRY IS TO BE LEFT r SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR ` BRICK AS DIRECTED BY THE ENGINEER. I%iiliY�� '•� �r�nrrr' m ■m r�r�r�rrr■ - _rrnr■_II■1_�I N////1rl■rl■Ilr i� Ilr- y��%iirr■■■rrrrr� iAN //%/i/ii/ill■rr■r■rlr■ , • ,. HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES Q DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2,5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1,173 6.032 INCREMENT 0.45 - 0.582 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 BLOC K. 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 `v�-r REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROM AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 108.01 CC-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2/. FOR l y I A WIDTH OF 5 FEET. 3:I A"`�'1 xxSTREET APPROACH SAME SURFACING I GENERAL NOTES (RADIUS t0 BE AS o G AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) v11 1 I 1. WHEN USED W CONJUNCTION WITH STANDARD CG-3 (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. (SEE NOTE 1) `- - - - / 2. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. F.. (SIDEWALK (SEE NOTE 5) OPTIONAL UNPAVED SPACE FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE _ R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION EXPANSION o +--- 'n EXPANSION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) JOINT JOINT 4, RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE ft/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. �(� SHOWN ON TYPICAL SEC LION. 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 RADII5HOULD BE 'EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8 % MAX. D GRADE CHANCE 0 - - INCREASED TO 7". (SEE CG-13) 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW - ,•I _ - p (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 MID THE APPLICABLE REQUIREMENTS SECTION A - A OF THE OT ROAD DESIGNSTOPPING SIGHT DISTDANCE AND EAREQUIREMENTSC 9. OPTIONAL FLOWUNE MAY REQUIRE WARPING OF A -+-� 4 PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 27 B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 , o , n • C_. • o. • o. (H.E.S.) , ti. . c. • e. CONCRETE ` o. -c. •>. SECTION C-C ENTRANCE VOLUME GRADE CHANGE 'D., DESIRABLE MAXIMUM HIGH I MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD < 3 % 6 % LOW LESS THAN 500 VPD _< 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION -\V DDT REFERENCE METHOD OF TREATMENT ROAD MJD BRIDGE STANDARDS 5oz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET i of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 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. COMBINATON CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND _ 4 _ 2" R THE ROAD DESIGESIGN SPEED N SHOWN I MAANUAL IN THE E APPENDIX F SECTION 1 ON GS URBAN STANDARDS. to P D D 4 D D D D D D D D D D D D D D DJ - - - - - - - - _NLTHE BOTTOM OF THE CURB AND 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" LS MAINTAINED. AT THE OPTION OF THE CONTRACTOR SPECIFICATION •`upp-i' REFERENCE COMBINATION 6" CURB AND GUTTER ROM AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 DI-1 Vz SECTION CAST IRON I- %2 SECTION STEEL 2' 7" NOTES _ LUGS TO BE I V-3V " L 2%2' x 2V2' x CAST WITH I/q" 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE o) B T- STANDARD DI-1A A -- A CA ' OPTIONAL N BRACE RIBS rn 9V ° 2'-7„ gV „ CAST I GALV. IRON I STEEL 66 ± 43.6 LBS 3 L85 I INCLUDING INCLUDING LUGS (CONNECTOR S , 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFA_L PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" Vx' x 1V2' x 4'. I VZ' x 4" STRUCTURE. PLAN LUGS 1_ 12" _I.9Vz" _) 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 WITH CEMENT MORTARHTO PREVENTED N =� SECTION B-B COLLAR DETAIL I . LTTERINC 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 2Vz, IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A EN INPLACE. 4'-2" HARDWARE CLOTH 2'-6" -"I 1' 3" SEE DETAL 7. 04 X 8" SMOOTH DOWELS AT APPROXIMATELY C C TO BE 2'-7 J -iZ11--pts 4" DEPTH AGGR. I RE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT #68, #78 OR x 8 WIDTH Q = N SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. n D Dz = CL a s D D D v - Z 3" DIAMETER SEE STANDARD T-DI-3 4 FOR ALTERNATE DESIGN. cli 0 N t" COLLAR WEEP HOLE ���������� EI= = SEE NOTE 8 Q 8. HARDWARE COLOTH WITH PLANT DIAMETER / MESH =zzZ a 5 232 12" OR GALVANIZED STEEL WIRE11NIMUM 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH cV iN oO i.) Q Q HARDWARE CLOTH ANCHORED FIRMLY N iv iy O D TO THE OUTSIDE OF THE STRUCTURE. 10 9 0 BE PSI) D 1L CCAST LASSA3(3000 PRECAST D ' CONCRETE IS TO BE 4000 PSI. SECTION A -A �� 3E�� 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER SEE DETAIL B CONCRETE QUANTITIES FOR MIN. DEPTH II II 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 )I/+'+' APPROXIMATE WEIGHT GRATE 363 CAST IR018 LEIS it LETTERING ERINGUMP NO wS REQUIREDASTE SON ALL TO AIRWAY 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE LOCATION OF LETTERING MAY 24" CONCRETE PIPE - 1.817 CU. YD, CONCRETE SECTION C-C SECTION D-D GRATES. VARY BY MANUFACTURER. ADDITION& COOTDOF DEPTH. GRATE DETAIL �VD� STANDARD DROP INLET SREFPECIER REFFIGATIOERENCE ROM AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 2411 PIPE: MAXIMUM DEPTH (H) - 101 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR 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. / ll' n 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER IL 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 DE?TH IS TO BE 18" AS SHOWN. 1 NO ADJUSTMENT IN THE PRICE BID IS TO 13E MADE FOR A DECREASE OR AN INCREASE IN DEPTH. o 5, CG-2 IS TO BE USED ON ROADWAYS MEETING z THE REQUIREMENTS FOR CG-6 AS SHOWN IN !4 APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 4"" 1� (�Z" RADIUS ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED Pp;D• D.p A";'• P•P D DPe. De' T D. P :A, Q, D�p D• P.' ' D A. 2" R UBBASE CG 2 UFC AE SPECIFICATION �u0= REFERENCE STANDARD 6" CURB ROM AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 S WP-2 tj-•7 EDGE OF EXITING PAVEMENT I I (AS OE E IRMiN t FIELD) ED IN ELU 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 SU13BASE 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 VOGT 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. XVDOT ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 of 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 ( Cr? y C Li. No, 0402.0/1 8501 y 2/ 3/ 20' k `10 M E C) OV N N v; E 4J 1= W ~vw� Q LL O W Lu Q V J GO Z Lu O o' V1 N t V d W ) M z d- cl� �OtnQ w o a =j Q U) =QjN Z =V aLLr) OH Z ~ 0 m H_­[ LLI z N V) O CL 00 J �Lu m a Q W a C) 0 _ ti � w F- Lu O W QV M Q N Z C) - DATE 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON CHECKED BY S C. KOTARSKI • SCALE o N/A • CL W r� H V / W o>� J 1 ° W T Lu Q W U LLI co J ui Q z O N O JOB NO. 42231 SHEET NO. CI.B EL Q) � ::1O -0 D- 2 (_9 N Q) �Z :2 O 0 c T � E O U � c N (6 V) O_ S 0 � 3 Z O Q x w G) o 0 0 aw o _�t o_ 0) (V c .2t Y V) (p � rn N O O U 2 N (/) (o = N U c o O) E a c U � O - a C N � (U �U 0 = N 0 0 •- @ U v 2 a CU W w_ c 0 U O 2 m G_0i E L AUTOZONE CHARLOTTESVILLE ALBEMARLE COUNTY, VA LANE CMP STORMWATER MANAGEMENT SYSTEM NOTES: 1, THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOTTRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. 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" RISER INLET STUB --WEIR PLATE ��24"OUTLET STUB5'-0" RISER INLET STUB 77'-0" PLAN VIEW 24"x6" ORIFICE 4,-OJ" 3'-3" _'"_-08.25" ORIFICE O INVERT WEIR PLATE DETAIL 4'• 24" RISER INLET STUB 24"x6" ORIFICE ORIFICE 0 INVERT WEIR PLATE DETAIL (FUTURE) 0 Cn W -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. Lli _J� z w (n z W 0 (n [)fO =U 1 U WI U I (o W Lli Cr cD F--' zo w o w N m W �Q Q 2OF7 HMIN. (RIGID PVMT.) T t1MIN. (FLEX PVMT.) \ FILTER FABRIC (WHEN SPECIFIED) 1110TI 11 X S BEDDING (4" MIN.) SUITABLE C FOUNDATION TYPICAL CROSS SECTION DIAMETER Standard Spacing HMIN (in) S (ft) C (ft) I X (ft) (ft) J U -1 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 16-GAUGE WITH A 2%" X W' CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTfvt A998 FOR THE 1.5 4.5 2.0 1,00 Z LLJ BURIAL DEPTH SHOWN ON THE PLANS. 36" O W CO 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 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 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 LyJ Q (D Z RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE 60" . 25 75 2.0 1.00 Z W TO WITHSTAND ANTICIPATED LOADS. . W 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 1.00 O m Q z L BE FREE F RANI ROCK FRAGMENTS LARGER THREE INCHES AND FROZEN LUMPS. CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL F 0 O G CS, OC G S 72` 3.0 9.0 2.0 1.00 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 90'" 3.0 10.5 2.0 1.00 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 8 INCHES AND COMPACTED TO A MINIMUM 90% g6"" 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 OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND 1 14" 3.0 12.5 2.0 1.25 0 ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND H O Lo CO TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MU5T BE BROUGHT UP 120" 3.0 13.0 2.0 1.25 Z 0 `- to m CO EVENLY AS WELL, AND EXTENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH Co 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. z 132" 3.0 14.0 2.0 1.50 o 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTILA MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND PAGE: 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" 3.0 15.0 2.0 1.50 ACCESS RISER NOTES 1. THE ACCESS RISER DETAIL SHALL BE CONSIDERED CONCEPTUAL WITH THE INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR Access Riser Detail SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY ON THE RISER PIPE. FINISHED GRADE rMANHOLE FRAME 2. ALL RISERS SHALL BE FIELD CUTTO THE ELEVATION NEEDED TO ( & COVER ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL. III 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 j\ \ 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/HS25 HIGHWAY TRUCK LOADING.\ v� 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 ANDTHE 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 MAINTAINEDATTHE 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 REROLL€D TO FORM AN ANNULAR 2 /," X'/x" 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 UP TO 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 Y." THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF A5TM D1056, AND SHALL COMPLETELY UNDERLIE THE CONNECTING BAND. 5. ALL JOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH Pipeoia. Minimum Cover (ft) for Indicated Axle Loads (in) 18 SOki s 5075kips 75110kips 110150kips 12.42 2.0 2.5 3.0 1 3.0 48-72 3.0 3.0 3.5 4.0 78-120 3.D 3.5 4.0 4.0 126-144 3.5 4.0 4.5 4.5 NCRETE FLAT TOP Table 2. Standard Connecting Band Thickness Pipe Thickness Minimum Band Thlckness 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" 168a 0.064" 8 ga 0.168" 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 Dug i I AS WELL AS SILT TIGHT PERFORMANCE. IN LIEU OF A GASKET, A GEOTEXTILE 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 SOILTIGHT 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 BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE CORRUGATED METAL PIPE- -I Small Inherent CORRUGATED METAL PIPE MATERIAL. Gap BULKHEAD -(2) REQUIRED- THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. IPLATE BULKHEAD V4" FLAT (3) GAUGE LATE) REINFORCING MEMBER (3" x 3" x J" ANGLE)),�_ 2'-0-_,_1 (2I) TYPICAL SPACING f-66" DIAMETER SECTION A -A 66" DIAMETER - A 2,-0" SPACING -I REINFORCING MEMBER (3" x 3" x J" ANGLE) (2) TYPICAL / Y ELEVATION VIEW �12"-------- l- Standard Hardware (Typ.) ELEVATION VIEW A PLATE BULKHEAD 4) GAUGE LATE) (3U 3/8" Neoprene Gasket (12" Wide) 12" O a Standard Hardware (T YP•) o a 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. 0. DATE BY 1 3/19/2013 JDS -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. REVISIONS 1 1 4/7/11 1v x Y X 1v / R 2 4 "STANDOFF 1Y2' x JYz" x Y4" ANGL J U J < Z > (10 - W }" r z W O Cn _� U I U LLJ J (0LJ 1 O W W NO m W Q Q 40F7 -J ? Z (0 w y Uj z W o w (n =O U a - I U J (D W cD F-- W w O m LL1, �Q �I Q rn II CD LO .. CO N 71 \m00 5OF7 ,.15.E^l8"� t IUM ES ISOMETRIC VIEW L A- NOTES: "J,E 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". 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30". AE ENTERPRISES INC. 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19'-10". CJ 6.) STANDARD FINISH: GALVANIZED PAINT. 12" WIDE BAND m Drawing Number: A0137b LANE ENTERPRISES, INC. STANDARD DETAIL Page Number: 7 OF 7 10 PAr;E �� 1-ate Drown: 4/2/08 BEALETON STANDARD STEEL LADDER LA A0269 6 OF 7 09/30/05 Drawn By: JCH Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) T 009 1: Revision 1- 4/1/2015 G20-2 (V) 500 ± 50' -100, SEE NOTE 4 80' - 120' SHADOW VEHICLE REQUIRED SEE NOTE 4 60` -100, -- FLAGGER STATION SEE NOTE 2 SEE NOTE 1 W20-7 SEE NOTE 1 W3-4 SEE SEE NOTE 9 NOTE 1 J` 1Pt3)I SEE NOTE 1 f W20-4 SEE " F NOTE 1 W20-1 Typical Traffic Control Lane Closure on a Tlvo-Lune Roadway Using Flaggers (Figure TTC-23.1) TE Guidance: 1. Sign spacing distance should be 35W-500' where the posted speed limit is 45 mph or less, and 50W-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 flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6K-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 6T1-3 on Page 611-5). 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 . 7. A shadow vehicle with at least one high intensity amber rotating, MOM oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A supplemental flagger may be required in this area to give advance warning of the operation ahead by slowing pproaching traffic prior to reaching the flagger station or queued traffic. Guic ance 9. If the onuwfngqueue q �tra� to reaches the BE PREPARED TO STOP (W3-4) sign then the signss� t i `` f ,� �* _� • ° should be reuc jtrsted cat 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-56for 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 approaching from both directions may be used see Chapter 6E). ' 1 Posted Speed t ��.,."- 36 - 55 mph PTRS Spacing (Center to Center) � I&II ft 8 Feet 1: Revisiou 1-411/20.15 MAINTENANCE OF TRAFFIC NOTES AND DETAIL No Scale 1 f CF;AIGW J. KGrARSi4I LiQ,. No. 0402048507 2/ 3/ 20 4, M E 0 N O N � > E W E N aa'i 3 L- 0 3 U. mw0 ra-,-t 0� UJ L fn J U 00 J - Lrj [-i > p N Z F- a+ dm' � 0 U-) f� LL oa= U) _ N = U > f'- Lr1 Ql N LJ M CL d CO J tD I- to O U F- 0 w > w U a Z O > 0Y ZD O >- Z O a_ CY U m W 0 Z O 1-1 z V) I 1 i yq Z H LU C U Q W a Z ti W 0 w o a 0 M DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J H V1 ll W � O O W U W Q J I11 U LU 1- wM UJ _J Q z O N O MY! JOB NO. 42231 SHEET �N-O. C 1.li 0 n a; cn U C: a 0 In 3 In 0 0 a u a ro 4 v 0 at 0 ro L w a I= t= a `o 0 3 L o'fa 7 /ao / $ r t OAMU PAMVEW ` - P 'G C%fti _ 1 i_J. . ie>14, FG. 0-13 ���� � � d 1,14 "�,.. ,���,!!�f i f F'�` �i�i !�7 ° "` r t'_5}� I t AI�IP8, NrF ADIRE'NALI`NE 5F'ORM L U E: HOTEL / / I VOW �r t J �%� I f f ( L7,5. 22�44, rG. 354 MA i f i I TO r T-t fi" I TC () t �.1 'i dlli -- / llLDI '_ A 463.75' TO ZONE T 3' / 466.27_ __ _ _.- s f �� 467.57 _ r f HIGHWAY COMMERCIAL� zr rA _ - � � � �: _ ._. � e � F r ,�� -^�` .-.r.."-�_ P,1i#111 _ e �J 1 C 1 COMMERCIAL ZONE - jt 6 GND r r I J 206� 464.50' 466 57 .. r f - _ �_ _, 1 E69.36' ;t/tl l Ct{Ar73 r t `%j ' y TC w °ry 8.85' Gave Aunt 466.00'' TO l/ / AvmLr 1 �uciw� 205 I ° a sr 470.15' PARCEL. ID: rVbltL'a0-i'9I- A-004 � __._...._...-j � � f r A o� % TO 46 ('6, 465.98' LAND N/F 5HF--OU- JONf.# C;�HIANG 4 '"1`'? iN 1,.1 / 9 I G . ,� I 464.14' l TO I +' ", t \ 465.29' PVMT TRAFFIC RA ECG 467.29' 468.66' / h 465.32' 'CLEANOUT TYP TO -r¢, iI E: "PAlL I �'` t1 I le '3 8" ROOF DRAIN �� PVMT ( ) `y 4 , 467.40' / ~``�`�, IfI J I� / RD1 - _ _ SAN _ _ 465.37' SAN / t 4,04.Ui�3 G A MAIN tE,A`~ EMENT / I t / TO TC 1 . PER. tDB% 41�1, FGa 34"1 / % � `'�`°� / 465.10'C' C7 466.06' 14466.14' I n ° d TO 1a TO d ° a° 1 6> 1 r 1 ° 466.80' 467.45' 1 TO f / TO l6� a ° d ° FFE=465.70' ° 467.79' j / ��' 1 t I/ �/ /` 463.55' 6 PVC ROOF DRAIN (TYP.) t 1 d 1( /I r ! / NVIMN / / / t /(fp c / /f °° rr Zo2 I 466 38' °1) 1 I I TC 6� 1 'N 467.79' �� / 203! 1466.12 1 ! TO G RAS r • I 1 d t t 467.00' / t " • °; ' d r I TC 4 r I /11 q AREA r , I ° I q 466.10'° TC' t t t /,� r/ / ' RESERV I I t i r PROPOSED 465.64't 3.' s / r I t d FOR r P-04C444A AUTOZONE 1 �eA.J r"trn�1�'�I '.T".r/'t*�JEr°1.'","".I'�IT `� / a� / d q d / s;%I I I/I ; t FUTURE r 4 JAIL-- PIER G.5. h9,94, M. 113 � 6,964 SF DEVELOPMENT ELv=4c)I.45 1 STORY I I` TO TO 465.42' I �' II / FFE = 465.7(�' I { 465.91' t 465 P`iA G-Ri'JILDIW3 - Y / /'r 1 1 % t / t I °° t I t r �XGND / / tw; cjt� / 1 6, ° r I I 4' 467.00'\ APPROXIMATE ,/ ��I tt t t j T t/ � t �' y TO LOCATION OF J J �' t GAS LINES.,--,-- � v` -t � `i i x °0 q TO TO TO E465.44' I �%I 463.d6' 465.11'46605' TO q r ° ° •, q; ° "a C 1 ° ' ' d 463.50' 463.70' ° f P�/MT TC. ° t tl l� 462.56' /d 46a :64' q 464.84. 6' °q� �d ° ° S TO t / I/ 24" A9CESS RISER / 202 TC (`� L`� �� ° ° ; 465.86' 30 7 r 463.53' ° q ° I ° i l� �° f`W/ VQOT MH�'1, TYP. J ° q i° d t t _I \ t G� TC ° i Sr6 � t ' I -' ,- ?.� � ,..���p p / G 201 / / 463.89' PVMT 464.15. PVMT PVMT I 1 TO ( r /l/�� O I t!j 463.39' TC 464.34' 464.67' 3Q 465.66' i //� / # •0 t S,W fit A rye z-• 464.16't102 r'77LF OF 66" CMP4ss 9C//,q �y ,� !! sr" ,r / --li - I /I � \ ` 97, { 11 465 O P:6�� 465.58' / \ \ .. t SRV rN / ---- __.. ----1� _L (o} v-M,14 / II I 711Acnrr kAr WEIR ��l (�}r, (b),�av="u€ra / x . ,�\ � \�� � PLWASSATE -.Tc� 401 " � t - �„Ja1v ..>-s--w-- � �// (°), a j (o} 4y ='R€9. # (�) / �� iElEi? 'lAULI 462,70' c• - �� 11 _. _ _. _ -- t) (�I FI a�iN `- - " SAN - 1 1 11 rf v`SIr e 64.87 - I \ r� 402 1 1 (b) cAsQ / 101 \ (u)TO .rrv-46uq ca3i t.._ 462.50' �. 462 ti 463 1� e s ^« t TC P 1t �! moo`) t r CyfAS'" •.,�' / -.% \ PC£E 1 ` ! 464.73' 1� �, \ / HP------- -- - o1-t1✓----- --- of t� � __ QH�- -� _ __ _ - � , _ - - f % ____ ___ � - ;,r;;r _ _ � --.-.- - / �, _ -- p ___•. ¢x-•_.- - - / - - ..` `� OFIf - .... - ��rf C1N(-I--- - �¢r - Flr� lr•-•• Cif, - j r 1 fJ"VV 1 fU�,i �� uc arEz urrr PEWRA /rr�� ark y- z -� 1C�� / I + \. r , j-` V s ?tt ` R!�d= i,�43-. - f 'd cif CG31G CGS LUlyJ2 (a) ttf'r=�3mt - - / e��.,,,• . .- -•.:__.-., ..,...y •.._.__..,....._._._.._ `-'u`...."------ ._._".__-•._.__..._......'` (} i�'�� d««; 6R �'l ,;`DO,, ,. / "_' ..." ----- _._...•.._ _�"' �--: - _.....___---'�•ti .� _-__--_------ ai" _:� _. __ cr.�'c,�r�,� � _ t�} (a)r ..-,,-`"� t -''t t 1 ENTI SIGN. mm.•...,a m _ - - --.-. _._... _•- """crte rr��r� -- / FIOR INFORMATION ONLY. PORTION OF 10" DIP TO BE 41 / 4 i RELOCATED BENEATH PROPOSED i / :.�� STORM PIPE. SEE SHEET C2.0 FOR PROFILE./ J40'WIDE UTILITY EA61HI°° Ni" PEP, I�,�a. 4`i I, PG . 12 II r I �.S.qT R 0 .Ff � d1 / VALA' IABLE : IC-,,�- T-/O --" WAY) h.r �p �; - AJEENVI 01",GRASS __. MEDAN =4fW14 _. SCALE 1"=20' 0 20' 40' C'FAIG ff.. J. XOTAAIZSIf.[ Lie,. No. 0402048507 ,,. 2/ 3/ 20 44' M E ao N V N � > E w E LL -L2 c° Q J V so W N - uj oN �0LL �LL o a =1 c U j Lq F- Q Ln c rn O.Li N >� M 00 -1 � H DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20 W H V / z Lu Q rLu (D >} V z z 0 Q1..1... T L iu UQ06 E W `n m v Waz 0LLQN N\ \/ JOB NO. 42231 SHEET NO. Cl.1 N 0 m L N 0 2- C a T C 0 Q) V) a� s 0 c m m ❑. C 0 0 3 �O o� �z �O s2 0 2i m E o c cuN (L U 0 :N U 3 zU) O 2 x x I- o a� o r 1 o aw 0 3 Q o c � O X O U O_ +L L N ; tV = O N E UC cu O - O) 'O � N � N D U s O c N to �L3 we N O U o a) _0 o E H L Al 1V r Ai f eY X PARCEL 10. iE 1 �-' �✓SA , ' L : r.-)5 N/F CHAXU INC,~- DB. 1>14, FG. 013 USE: HOTEL 1 I�CeY {y f l s 5UULPI., } HIGI-I4)\./AY CnAiti PPr'iAI_ ZONE C-1 COMMERCIAL BONE ,%Ara a=_RCEL ICa: U! - ii- rA-s 2�=:te a -- v� J 2 /1 LAND a Nrrr" &HE0l.I-JONr_- CHIAN'C s Ylsi'! LI DB. 1540, fib. 031 USE: ETAIL 40'iJWIDE 6 AFC MAIN FFIV, P" . 411, F G. 4-1 J •� RMUMAW r l CjAS' MA Ni EASEMENT PEER t: B. IS,�4, Fc . 113 I STOGY I`1d d Y %ILPING APPROXIMATE LOCATION OF GAS LINES. / jr PARCEL ID: 0�&I-01-0A- 200 I ?-15 3' L,AND6 N/r , VF<i� NA IN# 6F ORT5 L LC i D.b, 2244 `t" -. 35 it f r ^ F--66' U5E: RETAIL A c c C '"IIALr ■ \ �/I 'Ate •+y ^ / � {f `" 1 � •.�! II � f111 PROPOSED GAS SERVICE -, G d ° v ° ° a°a a ° d v va 4 �4-SAN - a SAN G od o .11GAS METER ELECTRIC METER 4" SANITARY 4" SANITARY SEWER LINE STUB -OUT PVC SDR 26 FOR FUTURE CONNECTION WATER LINE PROPOSEDNcwAw AUTOZONE 1"TYPEKCOPPER I i G NAIL--� 6,964 SF 1STORY 90° BEND a d°°4 P4-3 /4 ill a 45°��4. TIE TCf' ° ° a°° 4 EXISTING / / % aaBENDGAS L NE / I �;- (� ° a d °°30!l d v ° IA /G G WATERLINE 1"D TYPE K COPPER0z lAMbILT A-A\450 _ Q Imo- 45 BENDBENDSaar. wl(0VA.�1rr Wr�eP)INV=aaa,ra r, �tl%=.�#.�. $��� \ rTL VAULT WA>' T� �r� � ___ $" �" J! !�/ -" .+'3.E""B" SAN - 8" SO` ! r __ G_ ..z�r _ _ _ _ . saw_„ S ��j - _ _ _ - J a6d1�1 _____ �F,Pt _ . . sSi f3" S !<1 - - f 0 ,�_-- — _�/ %/ �\ __ .teeo °_1 WM,NOTES: 90 � BEND Ti ,�/r�—'—W•--OtrPof P— --- -- — Or' P--- — — -- - O1-lP �-- - — --C)HF _ --.- .- --.-. ""- /f�tlf'--- ; - r �;'�i 1. CONTRACTOR SHALL COORDINATE WITH ACSA PRIOR „�R,OHP- ___,�_Cr afar°;raa�xraar to°ar.) 90° BENDFti,TO THE START OF CONSTRUCTION ON THE 10 1V `i 0 '1 10"ltV _ _ 1+ `W _ _ - 10"�/ -- '"^ P� 1ry" ` -� 10'V - // EXISTING HYDRANT �;RELOCATION OF THE EXIST. 10 DIP WATER MAIN. 1" X 1" X 1"TEE �'�MMAr/ �� � ^ 2. TEST PITS TO BE PERFORMED TO CONFIRM DEPTH OF \— AM --_---_..._.-_ti...._..__..-_.....,-r , �� WATER McCe. CCTm �rrr __ -~y- --- �uc10" GATE VALVE_....-�v---_----..._FA:�__ __ _' �_"-".�,-"',.�MONUMENT SIGN. SHOWN (SEE NOTES) _.1u0 — - `" _- - _ _" _.`__ _' - --�'FOR INFORMATION ONLY. PORTION OF 10" DIP TO BE RELIED BENEATH PROPOSED STORM PIPE. SEE SHEET C2.0 FOR PROFILE. PROPOSED WATERLINETO TIE TO EXISTING STUB 40'WIDE UTILIT'r E.AaEMEI',iT PROPOSED SANITARY TO TIE TO FER .�J.Fa -g 11, r 0. 12 EXISTING STUB. CONTRACTOR T m�,,..,, __ . _TE VERIFY CATION AND LE CANVERTDOF TIE IN.00OORDNATE EM��WITHENGI IfEER PRUR / l SANITARY CONSTRUCTION. K �. �� . RT(Y�tL_F.IABLE RIGHT--OF—WAY) C, ^ �w r WASS r / r ";4'� / ! z / 1 GRASS AREA RESERVED FOR FUTURE DEVELOPMENT d 9 �6Et'+dAf!"dW ! _. 4 *I o e o o v v MASS Ri �.e31145 �:�UM DP3. 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. Cam' SCALE 1"=20' NER 0 20' 40' 0Q CR t W w T. I�917AR&KI Lie,, No, 04020118507 "fir, 2/3/20 M E O0 NV �EwE Lu U. w0 fQJUMo a-JLri Lu NoLnu- LqF Ln oo JkD Hvi (D Z) F- 0 w U O V) 0 z O U inwO Lu wW0N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20` WWr < 0>z a O _JJLLJ CDWQ zO N O JOB NO. 42231 SHEE./T NO. C/.2 O C 6 U a) q) 0 0 O a C Q c 0 a n 0 c in in D ro cu m a 0 O 3 a 0 C 7 O N 7 U C N N O N N C N N O Q 7 a T C f6 O O N N 7 N 2 O C (V C N v c m C ca Q c `o m 0 3 c O N C 0 O LL m c c Q T Q O N O N (V C O .O N 0 a. rn 3 v, W W J LL ry IL AQn 4;3n HEIGHT OF OBJECT = 3.5 FT SURFACE D, TA SURFACE DATA 280 SIGHT pIST gNCE (FROM IS) (FROM SURVEY) HEIGHT OF EYE = 3.5 Flj 475 475 -LEFT 183,�HT DISTgNC HEIGHT OBJECT = 3.5 OF FT 470 E RIGHT 470 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 — — — — — — — — — — — — — — — — — — I — / V\ / / \ / / / / I I �t 4gs <, 1 ' r r / / t — — — — — —_ —� _ _ 10+ 0° 1 + — " " I 69a ` LD ROAD ��1 �t5�' 65.18 _ WFSTFIE =� 5 , 56' FEET PU� C RIGHT- '- koo r -_- - - - - --��11+00 I i 1.200 ADT - SPEED LIMIT 26 MPH 1Li I �w = - - - - - - - - +`_--�' �--F---._ 11 50 I 12+ I : +oo— ---- �k V 09a 0 50 PROFILE SCALE SCALE 1"=40' 0 40' 80' 0 1 r- U CFAiGW J. KG.rARS1,'d y Lic. i\to. 04020,18507 2/ 3/ 20 M E O 0 N CJ N C Q O E w E Q L6 w �w0 1100� 2' Lu _ M J U co w Ln d > O N C7 (n N d z_ �OU:,)Q U)iU jl �NO {w-• - Q rn 4 N a M w-j oLu I— z O a DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE AS SHOWN W z 0 N O Q JOB NO m 42231 SHEET NO C2.2 r4f , t A v r � O c j sir PARCEL Ida, &IWO-01-0A-00 Are LANDS N/f- CHA;KU INC. P.5. 2614, FG, 013 Cj L1 E, HOTEL f f I jai Y �y I�A3r f EaalIILD1'r HIGHWAY CONWERt' w 7ni1E f T._3` C-1 COMMERCIAL ZONEWA 4. We PA PARCEL. ID, 0,a11. -01-0-4-00400 `- _ 1 � A''Zr�s� LAI`Ip87 N/E eHB✓..:!`U-J0N CHIANG d YUi1 LI �l D . 646, PG. 031 USE: RETAIL 1 � f f'vnetr; 40'rUJIVE w`A MAIN EASEMENT f VIMLr PAIa;'c7Jr ............................................ GRASS f GA5 MAIN EASEMENT F ER.. D.5, 1g.'a4, FG. 113 fi� f •�•.� / /j j � i ff WAS,S f i 1 SWM FACILITY EASEMENT 1 t, Asmar 64a AF!lA,tT PAMUff 1 f C*9 PARCEL III: tXASS LAND C NIF ADRENALINE SPOW5 LL %66" �� �r USE: F;?.ETAIL PAVUENT LA G.__.---_----__�_-- _ a ° O a ° a 4° 4 v c7 ° a a4 t GRASS 4 AREA RESERVED FOR } FUTURE DEVELOPMENT ° a a ° as 4 ° v ° an PROPOSED ;_j- ,lr;aMa AUTOZONE 44 4 ° IIAG NAIL-__ , 6,964 SF E+IEY- V.46 1 STORY a VASANI' VTAOR ��r uAL�r rAss __ : "Jt- 3"S - ' P1 8"Si N - - d"•Stitt/ - _ _ _ — . _ / I _ _._ — -- - R 8" SAN ._ _ _ _ S WASS __ i Hr"a__-__-. _ {� �\ OH _ _ — t7HP___ - __ -- JHF'-----..---____ — _ _ ---- OHP----- _ _ _ Ohti::-""' - �Ht'— - - - lh0 P -- �• x \ T ` � tt 11 � � � �, da`G �'ATc;i Citii' Pt3i �f`�t71(£fftr rt)' ....._..... C6w, GYir7a9 wrT7Ei? 4 WIDE U1`ILI`I"'r EA6EMEN'r PEP- �✓. . 411, FG. 12 AKA 'U.S. ROUTEI 29 VARI BLE4 RIGHT—OF—WAY) Y) 59,000 ADT --- SPED -" __.... _...._ .... ...... .... ..... ..MOM GUSS MAN L < J PA +RMT IZZ to / PAVE-4�31T �I Tj ix y l r; 1 4 v /1 / O ego/co / r 1 1 CJ?AS:S SCALE 1"=20' 0 20' 40' a CRAIG W J. X0.'TAltSlq L�q. No. 0402048501' '/3/— (y/ �;T'O.i`TAL o E cm N Ov N � C vE w Lu 0 U. f 0 i M QWj Uoo Z w H — uri 0 ato a~ U W "d- z�" 0� U w 0 Q � LL �" "0 =v Z Nm 1 z Q m Lu �M v m �� Q w ui u z � o = ti C7 W 0 F_ 0 0 > w o I- N M Z 0 V) DATE 00711612019 r DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' W J H z w U J n. Q z o>w _! w 0 Q O Q W NW C2 cr— Uww m Q w Q � z � o N � O i-- D Q JOB NO. 42231 SHEET NO. C2.3 L_ , ,z tw_v t�� M VA.aT AR° L 1 ,�' `` a 1 A 0� t•irr �1�1, 11 1Jd�;. _ f �# t jl t`� is Es 11 3w i '2 3 ` - j � . ,2 14,FG,01�a �r ID- tw " L A� i � N/F ,.�1',.?a�•'R NALId''i i'w `i c" tic t E rJ 1 1 aT R s' J � r Ss 3 0 5 2244 F . 354 r d t J i t6E.- ETA, l�� iL " 11's ASWALT LIS HIGH1,A1AY COMMERCIAL ZONE . �Amz�;�T _ x �; 1 "\ r m, s 52,,, Ca-1COI�Il1I:mRC Irtt - rf / d — t "iS _. ` . ' ASPHALT - J , L ZONE 1 r-3" 3 _ , . , M I . . . . t : 3u. . . w t A d 2)T-6 PAWO i33 / ! < f i j- . ' . ' . ' . . ff f ' Jf / ASMALT _._ f _!! 1 1L"A(iLT¢� f' ' \ '. ' REMOVE-'. µ ' . • , ' . ' . :" F,�RC L ID; O�&W 1-Off,- 40 i E 1 1 f ,� . '. ' �' \ / i L Av\0 � I~irF r=O -�I Nc C141 WS 4 ° U L i:CONCRETE ,; / r� •. 3 J / t VAlti.T� . PAD (: Ilao 1€J,��1'?rx'. �,.. tal W FRETAIL % s ! j r % . .. S • ' ' ASPHALT . ? Ai'l J it 4 t°dr`�L": l:T '. � ,V'.I II'rli' �t Jt�#$"3t;Tl lyd. ' / r d I g 1 I REMOVE ' 1 f i r j '; PA4fM9'�T ", A ( i .� .._ . 3'. �' , i P ST• % 46:'3 t r i TREES . . , ' . .. REMOVE . .�: �, t 4"1JJJ<, i'#;1ix;a= t�Ji�i1 � /1CONCRETE i g t , .. i , s PER �1`1,, _ t r �. 1 I ti' f :BAS W� i SAWCUT, t. rst ` d l �t r-94� PffifM ... ..... . i. T s Grass Imo% rs• M .' 4:: • ' i' . . ' . .� t i' GRASS 'C!411A g rj MEEr I t g 1 3l,ni,iV , . . I. • , . .' { Y I eEN Pe NT 1 / 43 HOLLY \ d t. :�' t . ' . . ' i. p. ` SAWCUT A ,, D I t j. . ' . . . • . • 43• HOLLY r at` `.•' tP".,✓, g % I J p4. ASPHALT : Y[Z t g /� �,: a) ff v7 arya r I 1 f t '' J. 1-45 t r APPROXIMATE I tl i LOC KrION OF _, ° I! f ' 1 / s t . ' A. ' . g• { LEGEND: GAS LINES. � �w ��� � _ � � % / �,� t' . REMOVE. . r ' • :ASPHALT. I ! it'. I 1 r f f J ( . . ' . ' PAVEMENT �rx, i' ` ' : ' '. ' . ' . I GRA %% e� O REMOVE CONCRETE f �a / � 1 it .�j'"•�._w•".�j f 1 nil Grass 1 . ' : � ' .. . ' •• '.. • . • ... .• •.. . '• 1. •, • J, ' : , ' '• a •. � " r . ' REMOVE ASPHALT 24 I . r . i.'. ''f rd r,'1 I f ' rl ' . r .' '• •. • . • . '•. ' •', 1•.•' . .•' : •.'t:'•:':�••.•:•'• •' •..•. :�'�•,�'•.' .�'•..:':� . • �'. �.. � „ REMOVE .. t• • r 40 its,'/ REMOVE TREE r (4)T-7„ t CONCRETE 1 / 1 ,�� 3 f' f g.RAMP• • , . . . tt .' .' Pr f t / f i t ' J t 1r/ SAW CUT y l s -20„ REMOVE�'�trr 1 PGdc J 1. / r, a t e?�4� 45„ HOLL LIGHT. •SANITARY•SEVVER'. (, EtEc,,iaf� ' . t' • pp JJ t• ,fair t. 9 . / 4 HO IY If g rt 1 1' TO REMAIN -- N i . . . / '3 _' ._._.. .._..._..__.. �g " " VaLHI /A3r"fit w` _ J j a dad=444.14 � � 1 \` � i vi c,n .-....d � •' 5A L t`d% =444.1 1� CFa q �, # -. : SAiV Ie &V=44a14t) f 1 "EtitrVAULf �c � p .PJ � -, i'1 -. . n.,w_ � � �,'sf �MH fl � t7 .Sri .. �`�.`..Ti �.�..Ly J i�� i7 M_ M :, . . '1 . ASPHALT fJ; i=.N7 4dx i PORTION OF 10" WATER MAIN t . asp--4 t CAS. y / 1 ' ' `, , 0 TO BE RELOCAT 'REM•OVE • t fr ED FOR INLET : 12 5P<}C>=$ f r P f,-�-'PROPOSED STORM PIPE �h Q f \ t t?ASS - f 9ASs 1 y REM`OVF�PIPE �,_ STORY �. :J' . J . f ,• � , f / �'t :r / 4 "` GRASS -' mM=4�0.5a 1. f w VA T INV=M52 - . s J ' t r� LA G _ _ ,.,. - _ __ G _ ___._.__ .___. -____- to .01-IF C?i dP - 1 p------ - )1IF' _ .._---- ------- NF' — b, r� ., .. — C3h'tt'�. - c - itf'ir _,,,. -�- _. _ ._.. 0} i w _, w , � s}rii ---' •fJ 1 # --..f 9fA .. \ i1t. ra% =ite s r iAAiU4{l� ifiJs LLI. r ti a t F ------� 10 Vtl �-.w.. �._. �- � \\ �. �. � ,. —• 10 Vii �--=� ..----•_____-__._... _..,_,_ _ = = -�" A - � � ,� !� 21' F rCP . _ - - - - - - - m� ._.__ - _ UrA5S ;. ti �m SIM RH trv�G. it l ! WON l� it�'4t.J4 _ _ - _ 1 - - �0 REMOVES tt ! t CURB 1 �������m�� ..,,..,.a„�», �..._,��_,.._..._. CONCRETE CU ! ( ! t 1 d AND GUTTER ! ! ! 4 WIC)E UTILITY E,-iPa C;. JET P P. • 4-11 P3 12 ,r t 0 ! / U. r S E tt�9� 1 j. B1 .[ABLE RIGIIYJOF—WAY� ' 9 �jjq�'j- j_� "�'} ' _-_ �^r.�_..,i_�i .�p:� y� T .., y.. � �, �y�°�;�, P' t p .,,a L/ ! .i S..�% Q' i A...x.k..:.A.2J j x..aI 3 5 .i7.1 P .... eu*m�- Pam*........ ao.�n�uwaum�....= .w � _ _ _ --« ✓ „,„ -_ ._ _, _._-_. _ __ __._-_ .---_ ____. _____ .._._..._ ....—._ ,_.�. __�_. ._.:_ .____ _____ _..... Y _�- ..._ ..-.... .._...- __w. GSA SS BRASS CWASS............. &EI /AN la _ NOTE: PER THE GEOTECHNICAL REPORT, EXISTING ASPHALT PAVEMENT SHOULD BE REMOVED AND HAULED OFF SITE. ABANDONED BURIED UTILITIES AND UTILITY TRENCH BACKFILLS SHOULD ALSO BE REMOVED. SPECIAL ATTENTION SHOULD BE GIVEN TO REMOVE ANY REMNANTS OF THE PREVIOUS RESTAURANT BUILDING, INCLUDING FOUNDATIONS, UNDERGROUND UTILITIES, GREASE TRAP, AND /OR OTHER PREVIOUS CONSTRUCTION THAT WAS NOT REMOVED DURING THE PREVIOUS DEMOLITION ACTIVITIES OR INDICATED BELOW. W55 KUM SCALE T'=20' 0 20' 40' O CRA Ow J. KO,'rA-RSl JLiq. No, 0402048507 2/ 3/ 20 r E cm 0 N U N � > E w �E Lu ow 0 w o QJUaMo Z a— u'i uj O a c: � LIJ n~ Z y M I. •� H 0 � V W oa�I o c It N = Z (n =U �� O Z ~ orn U-) � U m ko Fw-' � Q Li.I 4 v Z O W 0 0 0 w w 04 o E— M Q N z O DATE H 0 0711612019 DRAWN BY A. FONTAINE } DESIGNED BY A. ALLISON • CHECKED BY • C. KOTARSKI . , SCALE 1 °=20' e e 0 W J J H W Q 0 J � � �Zz Q o O W �-- = a _j V W 0 m 2E W a W z 0 0 N 0 F_ 0 Z) JOB NO. 42231 SHEET NO. D1.0 L_ TH of INTERIOR PARKING LOT LANDSCAPED AREA PARKING LOT LANDSCAPED AREA 3,093 SF XIf \ HIGI-PtVAY COMMERCIAL ZONE ................ .. . ....................... .... ....... . ......... C-'I COMMERCIAL ZONE o Q m ITAVIR(5).f AU SWE(5), I/IJE WIN (10 ITAVIR(5--�-, -sT ........... ...................... . . . ................. . .................. .. .. . . ............ .................. SAbl G- --------- ------- 4 F, , 1 4 -SAN ........ .. ... .. ....... .......... ... . .. .. .. .... ... ... ........... GRAS AREA //` j ��l / RE ERV PROPOSED F AUTOZONE FUTU DEVELOPMSP- 6,964 SF I STORY If ly 7 7- 1 4 /All ........ I I I Ez . ) SPR z ITE SPR(26) . . . ..... ........ .. ........... ........... ILE WIN (15) b: 1 6;t ) I ,o - ..................... . ............. . .... . I '- .. ". .................. ..... . .............. ........... 3) ............ ILE INK ...... ---- ----- , �7/... t Z,�-.-- , I ..... ...... (4 PAN SFiN 7 (9) GIN PRN 4 (12)MAG S ... ....... "ICA WE 8",SAN AS P*-- HP OHP 0. .... .. . ...... -------- 0 p— I 011W )0\ . . . . . . . . . I Ott, CAR'SED.(8-1), v - - ---- .. . .......... . ..... - --------- --- --- --------- -- --.---=-7--7t-7 — ------- . . .. . ... . . . . ... . . .......... ------ ... . . ........... . . . ... . ..... = . .............. ............. - ----- 2FRCP ... ........ . ... ... - . .... ....... ...... .... ...... ......................... ..... ... .. . ....... . . ......... .... — - - - - - - - - - ....... . ... .. . .... ... ...... . ...... . . . . ...... . ...... . ... - ------- ---------- --- - - - ------ .. .... .. ............. . .... .. . . .... . ..... ...... ...... . ... . ...... . . .. . . ........ ... ...... ............ ... .... . ... . ........... 100 ...... ..... K .... ... . ... .. S E M I N 0 L E T RA I L —301.5' G......... G G ............ ...... .. .... . ............ ......... I It L. LA A X QUE BIC (3) ITA VI R (65) "g ULIA\�LL(6) hl 61 P LA ACE (8) if I § HYP PER (29) ILE WIN (7) ILE INK(10) CAR SED(39) --,@,BET HER, If JJ % # 232.6,!,,,./// /1/ / fl, hl 44. co ivj- if HP IONUMENT SIGN. SH OR INFORMATION ONLY... SCALE T'=20' 2'0' 40' WK W. C III 10. H 141 2/3/2020 �PE cO E C) 0 M U 0 E uj 4-t F - U>- U- 0 U. -c 0 LU -,j �U co,, z LU j 0 g:, a,,, Lu lLu r, I q o U::), � u V) oar"- LIJ 0 U) Lq 0 Ln t--i V) 00) 41 N > w LU 00 -j cJQ %D LL, 0� ui V) 0 0 LQ 0 LU > LU Q) 2 u DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M.RACHNER CHECKED BY F. HANCOCK SCALE 111=20f 106 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 • 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. PLAN VIEW: HEIGHT VARIES WITH PL 12" MIN. 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 NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 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 1:1 SLOPE ON PLAN-. SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAA 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 % 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 % OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE 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 % 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 =w CROOT 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 V 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 ,,+r'++'�, i PROVIDE MULCH UP AND OVER -� . SAUCER 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 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. t299 FLOWERING TREES JQTY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ICANOPYSF MAG SWE 117 1 MAGNOLIA VIRGINIANA ISWEETBAY 2.5" CAL. 1100 SHRUBS QTY 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 [TEA VIRGINICA VIRGINIA WILLOW 24" HT./SPRD. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME IN. INSTALLED SIZE SPACING ITE SPR 41 ]TEA VIRGINICA'SPRICH' VIRGINIA SWEETSPIRE 24" HT./SPRD. 30" o.c. PAN SHN 45 PANICUM VIRGATUM 'SHENANDOAH' SWITCH GRASS 24" HT./SPRD. 30" ox. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING CAR SED 190 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. 18" O.C. HYP PER 29 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. �O� SANK W. M E 145 2/3/2020 U w z O a w I- Q 0 DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE NTS 0 _ W0 Li o in H 3 P in 0 Q r ^ V / J T ro W Q N w Q 0 0 _ 0��(n (n _ ro pco [ =)w a O s Q LU 0 o W 0 =C z Uzw w M =o L[J o W a< �z 0wo z s� \/ z c o N Q (Q 8 C o_ 8 O a) C9 3 0 oW �x x a> a) Q o •� a � 0 c Y N ro X 0 �o (U= �N ro = y 0 = o a) E� c=i ro -00 rn Ca '0 �V JOB NO. m o m 42231 ;n SHEET NO. a ,U 2_, L2.0 L 1ruvy— J D-Series 'Size 1 LED Wall Luminaire D'I S 16 X I I, E'v 5 'I'll 11A9614,40 " it -CIA ... .......... .. .. ........ .... . tpCatafpu Number Introduction d1series The D-Series Wall luminaiee is a stylish, fully integrated LED solution for budding -mount Specifications applications. It features a sleek,, modern design Luminaire Back Box (BBW, ELCW) and is carefully engineered to provide long-lasting, Wicith., 13-314' Weight 10A 2 lbs Wldthl 13-3/4' BBW 5 b9 energy -efficient lighting with a variety of optical 01,700) kW rA 7 n; WWeights(2.3 Ik-W and control options for custorritized performance. Depth: lull Depth- 4- ELCW 10 lbs a&4 rip) m2crr') Weight f:LSAx With an expected service life of over 20 years of Height: 6-3/8" Height 6-3/84 (16'Z ral) 1162up) nighttime use and up to 741/o in energy savings . ...... . ....... . .. . .. ....... ........ ... ............ . . ......... over comparable 25OW metal halide luminaires, FF-, Z the D-Series Wall is a reliable, Low -maintenance lighting solution that produces; sites that are exceptionally illuminated. For314'NPTW*-enuy m-rejuit IBM C44) EXAMPLE-. DSXW1 LED 20C 1000 40K T3M IVIVOLT DDBTXD OSXW I LED LEDs 125 fjpe A SbA t WOU Shipped h%duded Shipped Installed Shipped Installed 00110 Vaikbiome to( 10 LEDs I& rype 0 &Vmfl) 120, W144) Sur PE Photoelectric call, SF 5ingle 6J2 D8LXD Bhwk (oneerigine) 135 typegishtirt 203I [1 a`r. (" bums VJpe I 0a -11-N) I DHAXD Natufal 20C 20 110s T3M �jpe �11 Mdlum 2401 bla(La 0% "OV (fMfiliug �kkr (no conuols) OF Doutle 14'e Awfttom (Nit) en.qtne,') AM ri)69 W&M 271 BOW Sto. 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Not avaiule with DaW rtmtrtxxv W6011. 8 angle fuse ($0 wqWras 120 or 277 voltaue option. Doubw luau OF) requires 205 or 24owitaP opt5om ? A--- 1AMoaaa"Aiii a cco%W, AccosVsss inforfme-d& ------- --------- ----------------------------- rLffHAWIA Otte Lithonla tA14y - Conyers, Gedr0a 3WIZ 4 Plot*: LIW.21114044 A - ---------- - rax-17010.1200 - ----- ___ ---- - -- Lf""lival !D 2,013AvuAy Brands UghtinEp W. All rights, resewid. map, 0,0 'O.G '0.0 0.0 0.0 '0'o NIGHWAY Z� CMIMERCIMbQZON� SITE LIGHT FOOT CANDLE CONTOURS SIDE SHIELDING LUMINAIRE SCHEDULE Symbol Label Qty ............ Catalog Number - - - - Description ------- Lamp Mounting File Lumens LLF watts Color - - -_--------- A 4 WallPack DSXW1 LED I QC 1000 40K DSXW1 LED WITH I LIGHT ENGINE, 10 LED's, LED BLDG. DSXIIVI LED Absolut 1.0 40 Dark Bronze I2'-01' AFF 10C_1060 467K T3M MVOLT 1 000mA DRIVER, 4000K MV�O_LT. Finish LED, TYPE 3 MEDIUM _T3M - OPTIC les 1-DSX1 LED 60C DSX1 LED WITH (2) 30 LED POLE I)SX1_1-ED�_60 Absolute( 1.0 209 Pole & Fixture 6 1000 40tK T4M MVOUF House LED LIGHT ENGINES, TYPE T4M OPTIC, 4000K. 20'-0" AFG Q_1000-40K-T 4M NIVOLT-H Dark Bronze Side Shield 209 @ 1060mA WITH HOUSE - S.Ies < Finish Watt SIDESHIELD C 4 DSXW1 LED 1 OC 530 40K T3M DSXW1 LED WITH 1 LIGHT ENGINE, 10 LED's, LED BLDG, 12'-O"AFF D5XW1_LED 100_53Q_40i�_ Absolute( .0 20 Dark IvIVOLT 20 Watt 530mA DRIVER, 4000K Bronze LED, TYPE 3 MEDIUM T3M_IVIV0LT.1 Finish OPTIC es STATISTICS Description Symbol Avg Max Min MaxJMin AvglMin AvgiMax IMPERVIOUS Z3 fc 5.1 fe 0.1 fc 51.0.1 23.01 0.5:1 X : ] SITE X 1.8 fc 5.1 fe 01 fc 51.01 48,01 0.41 NOTE: Each outdoor luininalre 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 footeandle. 0,0 + 'n 0 +_ SITE LIGHT FOOT CANDLE CONTOURS 9A= ===., o Vo +0.0 +0.0 'o.0 V -0.0 'o.0 +0.0 NO SHIELDING *0. o '0.0 '0.0 +0.0 +0.0 '0.0 '0.0 '(� 0.0 + , 0// 'o.0 0.0 Vo '0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0. *0. 1 'o.1 'o.1 + 11-0.0 10.0 11 '0.0 +0.0 Vi 0 ;0!11 +0" +0�' + 1 010 10.2 0 + 10,2 11 11 == _11 -b4 - - - - - - � =_ 0 O-A -0=1 _�kb.08'1 _+0 2 0 +0.0 2 N 4 2�u b,331, E 0,0 +0.1 :44! 0.1 '0.0 +0.0 V-1 A0.0 f + 'o'ck V11 "0.5 1).4 '02 +0.1 . 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'rd-2 1 0 "1.6 R +0.1 '0,0 0,0 *2 6 41- 2 '�J 14.2 '3 6 n -2.1 11�1 6�1 (A) U 3 N +0.0 10.00,1 10. 3 1 ).5 .0 '0 t.7 +0.0 + 0 7 ��3 0.4 +0. 1 (D 11 0 Vo *1.3 10, 3 '1.0 �'q I '�'5 13. 0 n--i Vo '3.3 12.2 .2 "V. +0.0 .5 +0'o 10. 6 (3� 11�� .7 0-0 +o.o 0 1 1 14.5 o "A 0.3 J 9 U V Number V3 12,8 1 A _V Y-0 +0.0 D-Series Size 1 '1.2 '�. 1 "'4 13 ro� 1 +0. 13.7 t.4 �.3 *2 kDJ 0A +0. 1 LED Area Lurninaire +0.0 0 '1.5 12,6 13. 1 .0 +0.0 +0.0 10. 0 '0,0 '�.7 �'8 ).9 .2 +. . +0.0 12.4 0.0 -0,0 DISIGNIKIII S Jilll V2 V4 12.6 '1.2 + +0.0 rot`150ATIUM➢ 0.0 .3 Mmf a re C v 0 + +0'0 "0 1 "1.4 �3 12.2 ?.0 +0.0 Introduction b.2 �2.4 12.0 3 0.1 The modern styling of the D-Series is striking 0.0 0 '0.0 +0.0 'b.l Vi M A1.6 '1. 1 12,5 ) �9 0.0 10.0 +0.0 +0.0 yet unobtrusive - making a bold, progressive '*1.7 1.4 �A V% OA V Z 0.0 '0'0 L "If .1 +0.0 .0 *r� n 'I ') 11 7 U) / +n n statement even as it blends searniesslywith its 0.0 '0.1 . u -1.5 0.0 environment, '0.0 +0.0 5 `144--------- 0.1 +0.0 A.0 Specifications 'b.5 +0.0 '0'o 5 1.4 --- ----- --- + t.7 '1.3 A 0.0 2 X7 1 00 0.1 The D-Series distills the benefits of the latest in "0.1 ,O.g ---------- '1.7 2.2 +0.1 EPA: 1.2 W 0 'o'0 '1.0 �1.3 41 IL0 '1.4 0.0 +0.0// +0.0 AlIty?) 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DS, M of FIRK til" 'j-WI013 eoVolt qX1io"' Do'k1a P'W M2-ff AS[&MJFJ5 4MLJ MS A315VA 44W ;V=. 4' AZF15�1�u ASIS&-2-a A&TX-W MM-32D ASIMW AV*Q11 14 Avat�OMth 60 LMI t6UC option) Qf4 15 Requires harinalre W be 5pedf*d -vith PER option, OrdwedarW 5hippet;l as Fur i w vJ Pdo montiv ifiPA) ordy a leparatei rba km One Lithcola Way A Cunyws, Georgia 3WA2 - Phone: 800279,6041 - Fax.- 110910.12W 0 2011 -2013 Amity 64inds Lighting, Inc- All rights reseried. NOTE: This drawing repre5ent5 the 201 watt LED "0' series minimum Foundation area light Fixture one per requirements; iF more stringent drawing is shown in structure) then it shall govern, 5" sq. steel pole 500 site plan Il bronze Finish with 4 For pole and anchor bolts Fixture Note. locations and bolts to orientations.Anchor Light Fixtures II be installed and poles are II perpendicular to Fvrini5hed by Curb on single AutoZono and head poles. installed Il Rotate 45 A. degrees to General o diamond bolt pattern on dual II head poles. II High Mrid II anchor bolts, Light pole I11x56"x4" hook base cover 5tandard install over ll anchor bolts anchor bolts 11 211 4 xl­1"x3" hook Light pole Levelling nut base plot (4 locations) 3/4" chomPer Note. b Rub concrete Finish grade -1 loose smooth or top of '"'i" paying, 500 --- 77 site plan For 24" dia. Concrete v IT base. Min. roinForcirig 4 05 L4 FI m 1. 1, bars Vert, 4 1 #3 R ties. et�. space Eloctri condvir. 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ARCHITECT: LE DRAFTSMAN: KM --------_---_- CHECKED BY: DB DATE 6-01-19 PROTOTYPE 3 Z 65W2-R PH 1 00, L 1 1, /IL1 571 81f ELASTOMERIC SEALANT WITH 94'-8" 8" 5" NEOPRENE BACKER ROD , I� ELASTOMERIC SEALANT WITH o - 95'-6', BRICK VENEER NEOPRENE BACKER ROD oe 92 -6 - » = FINISHED WALL TO FINISHED WALL 1/2" GYPSUM BOARD ON 3 5/8 3'-4" 1 „ 2'-8" 3 -4 METAL STUDS WITH R-13 INSULATION � 28 _0 28,-0„ ? -8 28,-01, - � O c� 33,41 28, 0„ - 33' 4" 5,1 ccK— All 5' 4" '-4" 5 1f 1 1, Al 5 6'- 0 21 -4 A4 8" CMU 1 /2" GYPSUM BOARD ON -rr CASING BEAD WITH SEALANT Al------ RUBBER CONTROL JOINT 3 5/8 METAL STUDS 1 _ WITH R-13 INSULATION STEEL TUBE COLUMN F A I E W' M. oo NOTE: SEE STRUCTIURAL DRAWINGS i O O I I 00 _ FORREINFORCING I I � 3/4" 1 0 0 (REQUIREMENTS AFS01 39'-8" SEE NOTE 5 25'-0" z��n�� 8 SEE NOT 6 O �: ;� O I 5 EXPANSION JOINT DETAIL CASING BEAD WITH SEALANT T rx Hsv 22 -8 2 -4 J „ ,1 o - - _ _ = f� l/2 GYPSUM BOARD ON 3 5/8 jolmi 8 g ,Cy , CHAIN OPERATED INSULATED DOOR SURFACE MOUNTED / METAL STUDS WITH R-13 INSULATION o rr A 1% '�' o N 8 24 GAUGE GALVANIZED METAL 8" CMU 0o rz3r A HOOD PAINT TO MATCH WALL. �I A3TN00 N BRICK VENEER ►I A I 1 71 F=F::= 41-01f 5 A 1'Ili I gl� A PFI 5 31_31, d o 3/4" = 1'-0" AFS0265W2 QD N _ I I w w Al N 9 REAR GIRDER LINE COLUMN p ���FP���I SLIDE BOLT —_ LOCKING IN 71, BOTTOM BAR N Z = zl� 0 0 BOTH SIDES THIS SHEET 5 -0 V] J rpk- CD 00 w 00 N 6 OVERHEAD DOOR ELEVATION Z N I NOTE: GENERAL CONTRACTOR TO INSTALL 6" X 8'-0" ALUMINUM CHAIN GUARD ON WALL AT �i 34" COUNTER r`' o o SIM.HEIGHT I� I o OPERATING SIDE BRICK VENEER 5(T)_ x 1/2" GYPSUM All A5 � ' BOARD _ 3» CMGUVIWALDE LV BLOCKINGOOD AND MOUNT DOOR ,. �__________________.._, �. 1'-6 1/2' CANISTER WITH 5/8" EXPANSION BOLTS, THREE PER ,k coF Am _ z SIDE, EQUALLY SPACED CM U LINTEL SEE - `� -co90 ;f, STRUCTURAL DRAWINGS — - - - - - - - - - - - - - - - - - COILSIDE STEEL LINTEL '-0" 7'-4" 17'-5" 00 1 17'-5" 7141 8'-0' I BRICK VENEER BEYOND f, INSTALL 1 /8" BENT STEEL 3 -4 17'-8" 33'-5" -8 48�-8y 2 -8 33'-5" 17'-8" 3 -4 PLATE AT JAMBS AND HEAD OF OPENING. ATTACH TO 5 8 32'-8" 29 -4' 32'-8" 8" 5" BUIILDING FRAMING. EXTEND MASONRY OPENINGof 4#14 DOOR HEIGHT 8'-0" TO AND COPE PLATE TO FINISHED FLOOR. EXTERIOR FACE OF WALL. NOTE: FD = NEW DRY CHEMICAL FIRE EXTINGUISHER, GENERAL CONTRACTOR TO INSTALL ONE KIDDE 10 lb #46620420 AT BATTERY CHARGING AND KIDDE 5 lb #FC-340M—VB AT ALL HEADER HEIGHT = 7'-10" BRUSH LINTEL SEAL OTHER LOCATIONS. INSTALL EITHER ON WALL SURFACE, FIXTURE UPRIGHT OR ALUMINUM MULLION. MOUNTING HEIGHT = 3'-6" ABOVE FINISHED FLOOR TO TOP OF EXTINGUISHER. ABOVE FINISHED FLOOR. 5/16" = 1'-0" ADS01 1 FLOOR PLAN 7 OVERHEAD DELIVERY DOOR (A SEALANT BRICK VENEER 1. REFER TO STRUCTURAL DRAWINGS FOR ALL DETAILS AND REQUIREMENTS REGARDING FOUNDATIONS, WALL REINFORCING, BOND BEAMS, JAM B HEAD 08700EOFOTHE / / LINTELS, AND ROOF FRAMING. M K SIZE TYPE FRAME DETAIL D ETAI ADA / EXIT HARDWARE SPECIFICATIONS 1 /8" BENT STEEL �_ 1/2" GYPSUM 2. REFER TO CIVIL DRAWINGS FOR LOCATIONS AND DETAILS OF SIDEWALKS, PIPE GUARDS, ETC., AS WELL AS FINISH FLOOR ELEVATION AND L PLATE WITH BOARD ON EXTERIOR FINISHED GRADES AROUND THE BUILDING. STEEL OVERHEAD STEEL " �, 3-5/8" METAL 6;7�C8/A1 6&7/A1 ANCHORS AT 16 3. INSTALL 6" WIDE, 20 GAUGE GALVANIZED SHEET METAL STRIP BETWEEN THE BACK OF THE GYPSUM BOARD AND THE FACE OF THE A 6'- 0 x 8 -0 ROLL -UP ANGLE ON CENTER NLl= STUDS WITH METAL STUD AROUND THE ENTIRE PERIMETER OF THE BUILDING, AS WELL AS BOTH SIDES OF THE CURTAIN WALL. TOP OF STRIP TO 3'-0" x 7'-0" HOLLOW HOLLOW PUSH BAR EXIT DEVICE WILL HAVE AN INTEGRAL GROUT SOLID �� 31�� R-13 B x 1-3/4" METAL METAL 8�/A1 8/A1 SOUNDER � Z INSULATION BE 93" ABOVE FINISHED FLOOR. REFER TO SHEET A-4 FOR DETAILS OF CURTAIN WALL. NOTE: OVER HEAD NOTE: COMPLETE GYPSUM 4. SEE SHEET M-2 FOR LOCATION OF NON FREEZE YARD HYDRANT AND INSTALLATION REQUIREMENTS. c 3'-0" x 6'-8" SOLID CORE WOOD HOLLOW 8,/Al 8/Al LEVER HANDLE PRIVACY SETS DOOR ANGLE TO BOARD AFTER DOOR x 1-3/4" UNDERCUT DOOR 1" METAL BE WELDED TO DOOR (A)BOARD 5. INSTALL 1/2" X 4'-0" X 8'-0" AC PLYWOOD HORIZONTALLY WITH THE LONG EDGE ON THE FLOOR AND THE END JOINT CENTERING ON D 3'-0" x 6'-8" SOLID CORE WOOD HOLLOW 8 / / Al 8 Al LEVER HANDLE PRIVACY SETS BENT PLATE 16 GAUGE HOLLOW METAL FRAME ELEVATIONS SEE 3/A4 DETAIL. 2'-6" x 6'-8" SOLID CORE WOOD HOLLOW „ SEALANT WITH (3) "T" ANCHOR PER JAMB. 1 SEE SPECIFICATIONS FOR INFORMATION ON ITEMS NOT COMPLETELY DELINEATED ON THE DRAWINGS. E x 1 -34" PAIR REQUIRED METAL 8/A1 8/A1 UNDERCUT DOOR 1 (PAIR REQUIRED) GROUT FRAME SOLID. 1/8" AFN01 G 3'-0" x 7'-0" GLASS & ALUMINUM ALUMINUM SEE MANUFACTURER'S _ BRICK VENEER 2 FLOOR PLAN NOTES x 1 -34" SEE SHEET A-5 SHOP DRAWINGS 3" X 3" ALUMINUM Ln 1/2" GYPSUM H 3'-0" x 7'-0" GLASS & ALUMINUM ALUMINUM SEE MANUFACTURER'S CORNER GUARD BOARD ON LOCATION FLOOR BAS E WALLS C LG . REM. x 1 -34" SEE SHEET A-5 SHOP DRAWINGS WITH MITERED 3-5/8" METAL 0 0 3'-0" x 7'-0" HOLLOW HOLLOW CORNERS AT JAMB �-- / WITH R-13 w Q Y Q x 1-3/4 METAL METAL 8�/A1 8/A1 PUSH BAR EXIT DEVICE AND HEAD INSULATION D � J � m U W m DOOR HEAD SIMILAR C 0 I- O U J J ¢ - W Q cn z z z z `- °- 1/2" GYPSUM BOARD cwi� > > c � m o � METAL STUDS Z HOLLOW METAL SALES AREA • 12 FRAME AND `\' 2,1 211 ANCHORS REST ROOMS ® • 58" DOOR HEAD SIMILAR 3/16" = 1'-0" AFC01 3/32" = 1'-O" ADC01 3/4" = 1'-0" ADS02 3 1 ROOM FINISH SCHEDULE 4 1 DOOR SCHEDULE — HOLLOW METAL DOORS 8c FRAMES 8 1 JAMB DETAILS d L U) J Q c� w Q C w � Q i> W D Q �— 0 W N N U U) ry >O O d' Q LU \ O Z J J Z Q � Q (/) J O }— W n C) W Oz J O o O W Q = Q U) U L.L 4- 00 tA O "t U O c8 M 000 O o ' c" cn aj 0 Wuo `O U w H b�ocd b U'+J o, '�-' r-i -(3 Q N +� E-+ o� w I:1 U 02/28/20 65W2—R / I \ +16'-10" IJ +16'-10" IJ +14'-10" IJ 0 I N +16'-10" 0 I N LEFT WALL RIGHT WALL —10" J.B.H. IE OF FINISHED FLOOR FRONT WALL (HIGH SIDE) REAR WALL (LOW SIDE) 1 TWO PIECE COMPRESSION TRIM - COLOR: BLACK 2 UTILITY BRICK VENEER - RUNNING BOND - CAROLINA CERAMIC BRICK COLOR: CHERRY VELOUR (OR APPROVED EQUAL) 3 BRICK PILASTER FULL WALL HT. (CMU 3'-4" WD X 8" DP.) BUILDING CORNERS 4 BRICK PILASTER FULL WALL HT. (CMU 2'-8" WD X 8" DP.) 5 4" ROWLOCK COURSE-1/2" PROJECTION - CAROLINA CERAMIC BRICK COLOR: PEBBLE BEACH VELOUR: (OR APPROVED EQUAL) 60 UTILITY BRICK STACK BOND 1" RECESSED - CAROLINA CERAMIC BRICK COLOR: PEBBLE BEACH VELOUR: (OR APPROVED EQUAL) O7 12" SOLDIER COURSE / 8" UNDER STOREFRONT-1/2" PROJECTION CAROLINA CERAMIC BRICK COLOR: PEBBLE BEACH VELOUR (OR APPROVED EQUAL) OS STUCCO FINISH OVER PLYWOOD SHEATHING (STOREFRONT ONLY) COLOR: MATCH PEBBLE BEACH 9 DECORATIVE METAL TRELLIS CANOPY -COLOR: BRONZE SEE DETAILS SHEET A3.1 10 PLASTICIZED STUCCO FINISH OF CMU BLOCK COLOR: MATCH PEBBLE BEACH 11 DECORATIVE FRAMED CORNICE W/ STUCCO FINISH PAINT: MATCH PEBBLE BEACH 12 WALL MOUNTED LIGHT FIXTURE COLOR: BRONZE 13 FRONT WALL SIGN - 34" CHANNEL LSTRP 14 RIGHT WALL SIGN - 34" CHANNEL NSTRP 15 ALUMINUM STOREFRONT - RED KYNAR FINISH CLEAR GLASS - VLT = 88% / VLR = 8% 16 GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH 17 CLERESTORY WINDOWS - RED KYNAR FINISH - CLEAR GLASS 18 STORE ADDRESS - 6" WHITE REFLECTIVE NUMBERS 19 PIPE GUARD WITH RED SLEEVE 20 PAINT MAN DOOR TO MATCH BRICK & METAL FRAMES BLACK 21 OVERHEAD DELIVERY DOOR PAINT TO MATCH BRICK - PAINT ANGLES BLACK 22 PAINT SCUPPERS & DOWNSPOUTS TO MATCH BACKGROUND WALL COLOR 23 TOILET WALL VENTS PAINT TO MATCH WALL 24 BOND BEAM AT ROOF LINE 25 FULLY SCREENED HVAC ROOF TOP UNITS - "VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED" AWN01W 1 2 1 ELEVATION KEY NOTES PRE -FINISHED COPING: BLACK PAINT: MATCH PEBBLE BEACH UTILITY BRICK STACK BOND "" RECESSED - CAROLINA CERAMIC BRICK COLOR: PEBBLE BEACH VELOUR: (OR APPROVED EQUAL) 12" SOLDIER COURSE-1/2" PROJECTION CAROLINA CERAMIC BRICK COLOR: PEBBLE BEACH VELOUR (OR APPROVED EQUAL) UTILITY BRICK VENEER - RUNNING BOND - CAROLINA CERAMIC BRICK COLOR: CHERRY VELOUR (OR APPROVED EQUAL) UTILITY BRICK STACK BOND 1" RECESSED - CAROLINA CERAMIC BRICK COLOR: PEBBLE BEACH VELOUR: (OR APPROVED EQUAL) 12" SOLDIER COURSE / 8" UNDER STOREFRONT-1/2" PROJECTION CAROLINA CERAMIC BRICK COLOR: PEBBLE BEACH VELOUR (OR APPROVED EQUAL) 1111ii IED FLOOR 1/8" = 1'-0" AWE01 31 EXTERIOR WALL COLOR SCHEME GENERAL NOTES: 1. REFER TO SECTION 09900 OF THE SPECIFICATIONS FOR PAINT AND EXTERIOR COATINGS, ALL COLORS ARE BY SHERWIN —WILLIAMS PAINT COMPANY. 2. PAINT RESTROOM WALL VENTS TO MATCH THE ADJACENT WALL COLOR. 3. SEALANT AT EXPANSION JOINTS TO MATCH ADJACENT WALL COLOR. 4, ALL MASONRY JOINTS TO BE CONCAVE TOOLED. 141 GENERAL NOTES SIGNAGE NOTES: 1. AUTOZONE'S SIGN VENDOR WILL FURNISH AND INSTALL ALL SIGNS UNLESS OTHERWISE SPECIFICALLY NOTED ON THE DRAWINGS. WALL SIGNS TO BE INSTALLED ON SURFACES THAT ARE FURNISHED AND PREPARED BY GENERAL CONTRACTOR. 2. SIGN INSTALLER SHALL OBTAIN SIGN PERMITS AND INSTALL ALL FREESTANDING SIGNS AND THEIR FOUNDATIONS UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR SHALL INSURE SIGN LOCATION IS TO GRADE AND SHALL MARK WHERE SIGN IS TO BE LOCATED. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF PRIMARY ELECTRICAL, AND FINAL ELECTRICAL HOOK—UP. SEE "SN" SHEETS FOR ADDITIONAL INFORMATION. -�- J.B.H. = JOIST 4. SEE SHEET E3 FOR LOCATIONS OF J—BOXES TERMINATING EACH BEARING HEIGHT WALL SIGN CIRCUIT. 3/32" = 1'-0" AWN02 1 EXTERIOR ELEVATIONS 5 1 SIGNAGE NOTES - BUILDING w w w d L� LO U-) z w w w O W w ck� CK tz W O z oz Q N N U) z Q0 �r Q > (0 W W O J z - � = W ? co L.(_ o F- ui 0 0 W c 0 0 O z N W N t- O � Q X Q U v W 00 4 tA o 00 u00 �. , a� c� o H 00 O U M U U ��N W+,a�00 p �p o ol~ UU.o WwHO1 ��� O 02/28/20 65W2-R o MAINTAIN POSITIVE DRAINAGE TO CD BRICK VENEER DOWNSPOUT - ROOF SLOPE METAL FLASHING SMOOTH SURFACE ROOFING SYSTEM o INSTALL FLASHING AT GUTTER PER 22 GA. GALVANIZED STEEL ROOFING MANUFACTURER'S DETAILS c „ „ LEADER BOX AND FLASHING L-A 5 4'-2" 25 -4 35' 8" 25 -4 4'_2" INSULATION BOARD OPENING THRU PARAPET WALL A6 SEE NOTE 6 7 7 6"04"h. SIZE LEADER BOX ROOF HATCH AND TO ACCOMODATE DOWNSPOUT, Li V PAINT LEADER BOX & 1711-1 SAFETY RAIL SYSTEM DOWNSPOUT TO MATCH WALL. . 6 SEE SPECS. 771 - - - 2"X 8" PRESSURE TREATED NAILERS 7] 6 ROOF HYDRANT WITH 1/2" x 6" ANCHOR BOLTS ON 4' STEEL JOIST ON CENTER, BUILD UP TO F/7 SEE NOTE 1 ACCOMODATE ROOFING. ~ ~ ~ NOTE: EDGE NAILER MUST BE SEE NOTE 8 13 FLUSH WITH INSULATION TOP SURFACE, SEE NOTE 1 M2 ALUMINUM DOWNSPOUT MIN. SIZE 4"X6". ANCHOR TO WALL WITH A MIK OF 3 STRAPS. EITHER INSTALL SPALSH BLOCK AT BASE OF NOTE: 0- O DOWNSPOUT OR TIE TO UNDERGROUND 0 z STORM DRAINAGE - SEE SITE: PLAN FOR REQUIREMENTS. IF VENEERS ARE ADDED TO THE CMU WALL 0 SEE NOTE 3 THE GUTTER / DOWNSPOUT ASSEMBLY OR E— THE LEADER BOX / DOWNSPOUT ASSEMBLY SEE NOTE 2 (TYP) 00 w BRICK VENEER U ` WILL MOVE TO THE FACE OF THE VENEER. O — ry Q 1" = 1'-0" ARS01 [�❑ ❑❑ ❑ 7 ROOF EDGE DETAIL_ AT LOW SIDE 2 I u 2 A3 ❑ SEE NOTE 4 ❑ Ml ❑ A3 ❑ ❑ a❑ I�0 SEE NOTE 1 SEE NOTE 1 8 HVAC UNITS FULLY SCREENED W/ A6 21,_011 PARAPET WALLS @21'-0 OR HIGHER 0 t 1 1 4 WA3 A3.1 A6 1 ROOF PLAN 1. ALL CRICKETS TO BE 3" HIGH AT THE CENTER AND ROOF SLOPE = 3 PERCENT LOCATED AT THE HIGH SIDE OF ANY ROOF OPENING. SLOPE DESIGN RAINFALL = 4.5 INCHES PER HOUR = .0468 GPM ROOF MEMBRANE DOWNWARD TO EDGE OF ROOF OPENINGS OR DRAINS, TOTAL ROOF AREA - 6816 SQ. FT. = 319 GPM NOTE: SEE STRUCTURAL PLAN 2. ALL ROOF WALKPADS (24" X 24") ARE TO BE WITHIN 2" ROOF IS DIVIDED INTO THREE AREAS OF 2272 S.F. = 106 GPM EA. PRE -FINISHED ROOF EDGE ROOF HATCH FOR LOCATION OF HATCH, _ OF THE VERTICAL FACES OF THE ROOFTOP UNIT. SPACING 4" ROOF DRAIN HAS A CAPACITY OF 192 GPM = 576 GPM TOTAL SYSTEM SEE SPECIFICATIONS FLANGE — ATTACH CURB TO BETWEEN THE PADS IS TO BE 6". HORIZONTAL PIPING BETWEEN RDA 1 AND RD#2 TO BE 4" DIA. @ "' C-CHANNEL 3. REFER TO SPECIFICATIONS FOR SMOOTH SURFACE PER FT. CAPACITY 115 GPM; PIPING BETWEEN RD#2 AND RD#3 TO GALVANIZED METAL LEADER BOX W/ C6 8.2 3"X3"X1/4" ANGLE ROOFING SYSTEM, PROVIDE CONTINUOUS 4" FIBER CANT BE 6" DIA. @ 6" PER FT. CAPACITY 243 GPM; PIPING BETWEEN DOWNSPOUT, SUBMIT FABRICATION C—CHANNEL SUPPORT BETWEEN JOISTS DRAWINGS FOR APPROVAL. STRIP AT VERTICAL INTERSECTIONS IF REQUIRED BY ROOFING RD#3 AND THE VERTICAL LEADER TO BE 6" DIA. @ "' PER FT. SYSTEM. CAPACITY 344 GPM. 6"' VERTICAL LEADER CAPACITY 563 GPM. 22 4. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING OVERFLOW SYSTEM TO BE SIZED THE SAME AS THE PRIMARY WITH GA. GALVANIZED M PLAN TO DETERMINE LOCATION OF ROOF TOP UNITS (RTU). THE FLOW LINE OF THE OVERFLOW DRAINS SET 2" ABOVE THE METAL FLASHING ROOF HATCH. REFER TO SPECIFICATIONS AROUND TYPICAL � PAINT EXTERIOR WHITE. :. 5. HVAC ROOF CURBS SHALL BE FURNISHED BY OWNER AND PRIMARY. 1/2" _ �'-o" ARN265W2 FIBER CANT SYSTEM SCUPPER OPENING HANDRAIL AND ACCESS INSTALLED BY CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL FLASHING. 3 RAINWATER CALCULATIONS 6"W. X 4" H. 3"x3°x1 4" A GLE OPENING FOR / N 6. INTERNAL ROOF DRAINS OR GALVANIZED LEADER BOX WITH SUPPORT BETWEEN JOISTS DOWNSPOUT AND ADJACENT OVERFLOW OPENING THRU WALL. OVERFLOW ° SEE PLAN AND BUILDING EXTERIOR ELEVATIONS. SEE DETAIL 3 FASCIA COVER (12'-0" LENGTHS) ROOF CRICKETS SEE 1" DIAM. X 24" C6 8.2 C—CHANNEL THIS SHEET FOR ROOF DRAIN AND PIPING DESIGN AND SEALANT PER MEMBRANE NOTES 1 & 3 RUNGS AT 12 ON REQUIREMENTS. LEADER BOX AND OVERFLOW OPENINGS SHALL MANUFACTURER'S RECOMMENDATION EXTERIOR WALL CENTER. LAG BOLT C 3X6 STRINGERS TO PLYWOOD, BE 6" WIDE AND 4"HIGH AND OVERFLOW OPENINGS SHALL BE WOOD NAILER ROOFING MEMBRANE PAINT LADDER AND 2'-0" LOCATED SO THAT THE BOTTOM OF THE OPENING IS 2" -1-- DOWNSPOUT HATCH RED, ABOVE THE ROOF SURFACE. WALL SIDE ROOF SIDE uu� 3/4" FIRE RETARDANT 7. CONNECT DOWNSPOUTS OR ROOF DRAIN LEADERS TO �'= #9 X 2" STAINLESS PLYWOOD DECK AT UNDERGROUND DRAINAGE SYSTEM OR IF NONE AVAILABLE, 17 STEEL FASTENERS 12" 8'-4" A.F.F. 3"X3"X1/4" ANGLE PROVIDE SPLASH BLOCKS WITH POSITIVE DRAINAGE AWAY CANTER (PROVIDED) FROM BUILDING. TOILET ROOM CEILING HEIGHT AT 7'-8 3/4" 8. ROOF 'HATCH WITH LADDER BELOW. ANCHOR BAR 1/2" MOISTURE RESISTANT (MR) DRYWALL CEILING EXTRUDED ON 6" 16 GA, METAL STUD FRAMING 16" O.C. 1/4" ARN01 3" = 1'-0„ AR101 3/8" = 1'-0" AR103 1/4" = 1'-0" ARS02 2 ROOF PLAN NOTES 4 ROOF EDGE DETAIL 5 ROOF AT GUTTER 6 ROOF HATCH DETAIL d— Lf-) Q0 z O_ U-) r N co QJ d- E- W `o w zQ >z O � W J C) W n 0 0 LL 0 N z 0� 0 _0 2E Q 0 u U Q � U � � N U 0 o� r -t 4o ,� o 00 o �o 0a Wc") c'n� Ur,o o� o b a� cn U 02/28/20 65W2-R A�6 3b&1-J u: 6• +12'-2" AFF oL +12'-2" AFF +12'-2" AF +I2'-2" AFF FRONT ELEVATION (50UTN EAF-SEMINOLE TRAIL) T P1 PVATION (�C)UIW WL�I) 2 AFF REAR ELEVATION (NORTH WEST) ICik4T FLFVATION (NUK I I-1 LA�� I -Wtb I MLLI) ill)) 0 1 TWO PIECE COMPRESSION TRIM - COLOR: BLACK 2 BRICK VENEER - RUNNING BOND COLOR: CHERRY VELOUR: CAROLINA CERAMIC BRICK 3 3'-4" WD X 8" DP. (CMU) PILASTERS (BLDG CORNERS) 4 2'-8" WD X 8 DP. PILASTERS (CMU DIM) 5 4" ROWLOCK COURSE -,COLOR: PEBBLE BEACH VELOUR: CAROLINA CERAMIC BRICK OBRICK STACK BOND "' RECESSED - COLOR: PEBBLE BEACH VELOUR: CAROLINA CERAMIC BRICK 07 8" SOLDIER COURSE - COLOR: PEBBLE BEACH VELOUR: CAROLINA CERAMIC BRICK 8 STUCCO FINISH OVER PLYWOOD SHEATHING (STOREFRONT ONLY) g DECORATIVE METAL TRELLIS CANOPY -COLOR: BRONZE 10 Z" PLASTICIZED STUCCO FINISH OF CMU BLOCK COLOR: MATCH PEBBLE BEACH 11 DECORATIVE FRAMED CORNICE W/ STUCCO FINISH PAINT: COLOR: MATCH PEBBLE BEACH 12 WALL MOUNTED LIGHT FIXTURE COLOR: BRONZE 13 FRONT WALL SIGN - 40" CHANNEL LSTRP 14 RIGHT WALL SIGN - 40" CHANNEL NSTRP 15 ALUMINUM STOREFRONT - RED KYNAR FINISH CLEAR GLASS - VLT = 88% / VLR = 8% r GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH CLERESTORY WINDOWS - RED KYNAR FINISH - CLEAR GLASS STORE ADDRESS - 6" WHITE REFLECTIVE NUMBERS PIPE GUARD WITH RED SLEEVE PAINT MAN DOOR TO MATCH BRICK & METAL FRAMES BLACK OVERHEAD DELIVERY DOOR PAINT TO MATCH BRICK - PAINT ANGLES BLACK PAINT SCUPPERS & DOWNSPOUTS TO MATCH BACKGROUND WALL COLOR TOILET WALL VENTS PAINT TO MATCH WALL FULLY SCREENED HVAC ROOF TOP UNITS - "VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED" NOTE: ALL RTU'S FULLY SCREENED @ 21'-0" OVERALL BUILDING HEIGHT SCALE: 1/8"=1'-0" Color Elevation - CE I � AutoZone Store #G4G4 CHARLOTTf5VILLE, VA K,:,z,& fee,,,-z8.zoz0