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HomeMy WebLinkAboutWPO201900043 Plan - VSMP 2020-08-06SITE DATA: TAX MAP PARCEL: 061WO-01-OA-00300 PARCEL AREA: 1.42 ACRES LIMITS OF DISTURBANCE: 1.33 ACRES ZONING: C-1 (COMMERCIAL DISTRICT), ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: FIRST ORDER, LLC 4383 HECKTOWN ROAD BETHLEHEM, PA 18020 JACK W. SHOEMAKER, L.S. (610) 365-2907 JSHOEMAKER@FIRSTORDERLLC.NET MAY 24, 2018 THIS PROPERTY WAS PURCHASED BY AUTOZONE DEVELOPMENT, LLC FROM UNIVERSITY OF VIRGINIA FOUNDATION. REFERENCE DEED BOOK 05323 PAGE 0272, DATED MAY 26, 2020. DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND UTILIZING HTTPS:/NWWV.NGS.NOAA.GOV/OPUS/) UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED AT THE EASTERN CORNER OF THE SITE. WATERSHED: MEADOW CREEK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED PROPOSED FRONT MIN: 10' MAX: NONE* 10, SIDE/REAR MIN: PER BUILDING CODE MAX: NONE 3' *PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY USE PRESENT: ABANDONED PARKING LOT PROPOSED: 6,816 SF COMMERCIAL/RETAIL BUILDING MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 21'-0" PARKING TOTAL EXISTING PARKING: 70 SPACES, 4 ADA TOTAL REQUIRED PARKING: 53 SPACES MIN. (3) ADA SPACES, (1) OF WHICH MUST BE A VAN SPACE GROSS FLOOR AREA (GFA) = 6,964 SF AUTOZONE RETAIL SALES AREA = 80% OF GFA = 5,571.20 SF 1 SPACE / 100 SF RETAIL AREA (FOR FIRST 5,000 SF) 5,000 SF X 1 SPACE / 100 SF = 50 SPACES 1 SPACE / 200 SF RETAIL AREA (ABOVE 5,000 SF) 571.20 SF X 1 SPACE / 200 SF = 3 SPACES TOTAL PROPOSED PARKING: 55 SPACES, 3 ADA COMPLIANT, 2 OF WHICH ARE VAN ACCESSIBLE IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.87 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.85 ACRES (TOTAL FUTURE DEVELOPED IMPERVIOUS AREA: 0.94 ACRES) VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL LOTH EDITION USE: AUTOMOBILE PARTS SALES (843) AVERAGE RATE = 55.34 TRIPS PER 1000 SF GFA 6,816 SF GFA X 55.34 TRIPS / 1000 SF = 378 TRIPS/DAY DIRECTIONAL DISTRIBUTION: 50% ENTERING, 50% EXITING UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS) RETAIL: 250 GPD/1,000 SF = 6,816 SF X 250 GPD/1,000 SF = 1,704 GPD TOTAL GPD = 1,704 GPD AVERAGE HOUR: 1,704 / 24 = 71 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 71 X 3 = 213 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 213 X 2 = 426 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RETAIL: 6,816 SF X (250 GPD PER 1,000 SF) = 1,704 GPD TOTAL: 1.704 GPD AUTOZONE VSMP/WPO PLAN - WP0201900043 ALBEMARLE COUNTY, VIRGINIA 7/16/2019 °i GLENWI Charlotte S T A T I Yancey W Y N R I D G E Humphrrs Park Q Jlo.,;1 G'I I H,,trr! WESTFIELD AK FOREST �� o Q � BRANCHLANDS SITE LOCATION BRANCHLANDS Uk,LE CREEK RETIRE. VILLAGE TONDOS Q Costeo Whole-,;"., F C 0 U Regal Cinemas B R 0 0 K M I L L ERBROOK Stonet,eld14&IMAX ,<' CONDOS NGLEWOOD Q Q. CONDOS ERRACE Seminole Square 0 Trader Joe s 0 d' 2 VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER: AUTOZONE DEVELOPMENT, LLC. 123 SOUTH FRONT ST MEMPHIS, TN 38103 CONTACT: KEVIN MURPHY TELEPHONE: (901) 495-7625 EMAIL: KEVIN.MURPHY@AUTOZONE.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG.KOTARSKI@TIMMONS.COM APPROVED by the Albemarle County Community Development Department Date 08/06/2020 File WP0201900043 Sheet List Table Sheet Number Sheet Title CO.0 COVER CO.1 NOTES CO.2 EXISTING CONDITIONS C1.0 SITE LAYOUT C1.A SITE DETAILS C1.13 SITE DETAILS C1.0 SITE DETAILS C1.D SITE DETAILS C1.1 GRADING & DRAINAGE PLAN C1.3 EROSION & SEDIMENT CONTROL NOTES & DETAILS C1.4 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 C1.5 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 C1.6 STORMWATER MANAGEMENT PLAN C1.7 STORMWATER SUMMARY PLAN C1.8 PIPE & INLET CALCULATIONS C1.9 STORMWATER QUALITY CALCULATIONS C2.1 STORM PROFILES C2.3 STORMWATER EASEMENT PLAN D1.0 DEMOLITION PLAN L1.0 LANDSCAPE PLAN TOTAL = 20 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 COUNTY OF ALBEMARLE - CONSTRUCTION RECORD DRAWINGS (AS -BUILT) FOR VSMP THE FOLLOWING IS A LIST OF INFORMATION REQUIRED ON CONSTRUCTION RECORD DRAWINGS FOR STORMWATER FACILITIES (REFERENCE WATER PROTECTION ORDINANCE 17-422). IT IS PREFERABLE THAT THE CONSTRUCTION RECORD DRAWING BE PREPARED BY SOMEONE OTHER THAN THE DESIGNER. PLEASE DO NOT PROVIDE DESIGN DRAWINGS AS CONSTRUCTION RECORD DRAWINGS. A. A SIGNED AND DATED PROFESSIONAL SEAL OF THE PREPARING ENGINEER OR SURVEYOR. B. THE NAME AND ADDRESS OF THE FIRM AND INDIVIDUAL PREPARING THE DRAWINGS ON THE TITLE SHEET. C. THE CONSTRUCTED LOCATION OF ALL ITEMS ASSOCIATED WITH EACH FACILITY, AND THE INSPECTION RECORDS TO VERIFY PROPER DIMENSIONS, MATERIALS AND INSTALLATION. THE ITEMS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1. INSPECTION RECORDS AND PHOTOGRAPHS FOR PIPE TRENCHES AND BEDDING, INCLUDING UNDERDRAINS. 2. VIDEO PIPE INSPECTION FOR ANY PIPES WHICH ARE NOT ACCESSIBLE OR VIEWABLE. 3. UPDATED LOCATION WITH GEO-COORDINATES OF ALL FACILITIES. 4. VERIFIED DRAINAGE AREA MAPS FOR THE DRAINAGE AREA TREATED, AND FOR DRAINAGE TO THE FACILITIES. 5. CURRENT PHYSICAL AND TOPOGRAPHIC SURVEY FOR ALL EARTHEN STRUCTURES. PONDS SHOULD INCLUDE A SURVEY OF THE POND BOTTOM. SURVEYS SHOULD VERIFY POND VOLUMES ARE PER DESIGN. CORRECTIONS MAY BE REQUIRED FOR ALTERATIONS FROM THE DESIGN. 6. PLANTS, LOCATION AND TYPE. 7. PLANS AND PROFILES FOR ALL CULVERTS, PIPES, RISERS, WEIRS AND DRAINAGE STRUCTURES - DISPLAY THE INSTALLED TYPE OF DRAINAGE STRUCTURES, CULVERT/PIPE SIZE, WEIRS, MATERIALS, INLETS OR END TREATMENT(S), INLET AND OUTLET PROTECTION, ALIGNMENT AND INVERT ELEVATIONS COMPARED TO DESIGN. 8. COMPUTATIONS: FOR SIGNIFICANT DEVIATIONS FROM DESIGN, PROVIDE SEALED COMPUTATIONS VERIFYING THAT THE AS -BUILT CONDITION IS EQUIVALENT OR BETTER THAN DESIGN. 9. DITCH LINES - DISPLAY THE CONSTRUCTED LOCATION OF ALL DITCH LINES AND CHANNELS, INCLUDING TYPICAL SECTIONS AND LININGS. 10. EASEMENTS -SHOW ALL PLATTED EASEMENTS WITH DEAD BOOK REFERENCES LABELED. FACILITIES AND DRAINAGE MUST BE WITHIN PLATTED EASEMENTS. PROVIDE COPIES OF RECORDED DOCUMENTS. 11. GUARDRAIL, FENCES OR OTHER SAFETY PROVISIONS - DISPLAY THE CONSTRUCTED LOCATION OF ALL SAFETY PROVISIONS; FENCES, GUARDRAIL, INCLUDING THE TYPE, LENGTH AND APPLIED END TREATMENTS, COMPARED TO 12. MATERIAL LAYERS - BIOFILTER MEDIA, STONE LAYERS, SAND LAYERS, KEYWAYS AND CORES MUST BE VERIFIED AS TO MATERIAL TYPES AND DEPTHS. INCLUDE INSPECTION REPORTS, BORING OR TEST PIT REPORTS AND MATERIALS CERTIFICATIONS. BIOFILTER MEDIA MUST BE AN APPROVED STATE MIX. 13. ACCESS ROADS - SHOW LOCATION OF ACCESS ROADS, SURFACE TREATMENT, DRAINAGE, ETC, AS APPLICABLE. 14. COMPACTION REPORTS ARE REQUIRED TO VERIFY FILL COMPACTION IN DAMS. 15. MANUFACTURERS CERTIFICATIONS FOR PROPRIETARY BMP'S CERTIFYING PROPER INSTALLATION AND FUNCTIONING. 1��,ALTH ©^L U CRATG W. 7. K(Yi.ARSKI > Lic. No. 0402048507 1/ 21120 vi 0 0 cD 0 0 CC W W U a z 0 in Of 0 r z 0 d U 0 000 j U U U W > j � O O O aaa zzz O O O ck� Q� W k Q 0 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J H4 > W Q 0' J 0 ;U w 0 2 J UQ� w m WJ Q z 0 N 0 I JOB NO. 42231 SHEET NO. CO.0 L GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE AIR ENTRAINED 3,000 PSI),UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT 8 ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. N/A 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. FIRE DEPARTMENT 1. BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 2. A KNOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. LOCATION TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13.5'. 4. AN APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. 5. IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM. 6. WHERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50, OR FOUR STORIES, AT LEAST ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS OR MORE PERMANENT STAIR ARE ERECTED AS THE CONSTRUCTION PROGRESSES. 7. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40' IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. 8. SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION. 9. WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. 10. CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. 11. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE BEEN ACCUMULATED. 12. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED WITHIN 100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000LBS. 13. A PERMIT IS REQUIRED FOR FIRE LINE INSTALLATION. A DETAILED DRAWING (2 SETS) SHOWING FITTINGS AND THRUST BLOCKS MUST BE SUBMITTED WITH THE PERMIT APPLICATION. ONCE INSTALLED, THE FIRE LINE REQUIRES A VISUAL INSPECTION AND A PRESSURE TEST INSPECTION BY THE FIRE MARSHALL'S OFFICE. 14. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. LANDSCAPING IN THE AREA OF THESE ITEMS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE FOOT RADIUS ON MATURITY OF THE LANDSCAPING. 15. NO VEHICLE/MACHINERY OF ANY TYPE, CONSTRUCTION MATERIALS OR CONSTRUCTION DEBRIS IS TO BE PARKED WITHIN 15 FT OF EITHER SIDE OR IN FRONT OF A FIRE HYDRANT. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 6. ALL RCP STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 7. IF PRE -CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. 11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 12. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 13. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 14. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 15. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 16. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 17. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2012/2015 UNIFORM STATEWIDE BUILDING CODE, 2012 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 18. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. SITE PLAN LEGEND EXISTING PROPERTY LINE • POST/BOLLARD SIGN BUMPER BLOCK ® SATELLITE DISH ® TRAFFIC CONTROL BOX O UNKNOWN MANHOLE STORM SEWER STORM SEWER MANHOLE ® CATCH BASIN 0 CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN ---��--- SANITARY SEWER 0 SANITARY SEWER MANHOLE ---w--- WATERLINE ® WATER MANHOLE ® WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL GAS LINE A GAS METER O GAS VENT GAS MARKER - ucr - COMMUNICATIONS/TELEPHONE LINE (D TELEPHONE/COMMUNICATIONS MANHOLE m TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT ---uca--- ELECTRIC LINE 0 ELECTRIC MANHOLE © ELECTRIC PULLBOX © ELECTRIC METER x% UTILITY POLE DECIDUOUS TREE GUARDRAIL - -X- FENCE - -X )(X- - MAJOR CONTOUR - - - -XXX- - - - MINOR CONTOUR SOIL BORING J SURVEY CONTROL MONUMENT SURVEY CONTROL POINT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes PROPOSED w WATER G GAS STORM SAN SANITARY UGT COMM DUCT BANK UGP ELECTRIC DUCT BANK CATCH BASIN STORM MANHOLE SANITARY MANHOLE ® OO SANITARY CLEAN OUT 1104 FIRE HYDRANT FDC METER SETBACK - AT/FP STANDOFF ® WATER VALVE O GAS VALVE OO BOLLARD v STREET SIGN O GAS METER LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR �- SITE LIGHT XO PARKING SPACE COUNT GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BIN = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT l . Prior to an construction within an existing public right-of-way,includin connection to Y Y g P g any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). �tNL.TH 6'0 O U CRATG W.1. KOTARSK Lic. No. 0402048507 -7/ 2-7120 4 M E 0 � o N Vi N Q � > E w ° E LU Q"'a 1 3 0 oW- w 0m �,y LM d J U m W J -� N (D W U1 � 3:0 )X ix LL 0 .0 = ;j. _ N F U Q C L^ 0 O N N M a� o w vi M 0 x D 0 LU 0 w x U a z 0 U) D 0 0 IL O cc 0 N Z 0 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J J I� V/ W r< O' J z 0 LL I Q o w 2 J O Ua Z w m W a z O N O t L JOB NO. 42231 SHEET NO. CO. I v0 / ��%\ PAMOT v CONC. am PARCEL ID: 061WO-01-0A-005AO UD P-64' � / LANDS N/F CHAXU INC. 36 , � V I " \ P RCEL ID: 06U10 1-01-0A-00200 D.B. 2614, PG. 013 ,t,F@ I LA S N/F ADRENALINE SPORTS LLC ( \ USE: HOTEL / 1 STORY / / P 53" I I GRASS II D.B. 2244, PCs. 354 BAp / /' // T-66" I I II 1 USE: RETAIL ) LA / T-3" �_�� may— �-� _ / 11 / asPHar HIGHWAY COMMERCIAL ZONE / / —4 — _ / P-51" �� �� N 40��33" E ` �� \ 280b8� \T-' " RE AB R TO BE / \ Pa ur — — — — / C-1 COMMERCIAL ZONE � � // / T-3�3 - — i-� _ — � � — — — � asw+ar T_36. � PAID �/ 11 l ' / / / r //b" T-3 11)T 6T-6 \ P � \ \ \ -36"\ \ \ \ \ \ \ \ \ �sS\ �\ \g,>O' 111 l \ \ \ \ \� I r - _ � 11 l \�\ ��\ ��\ $ �� \ asPNur PAV£AIENT PARCEL ID: 061WO-01-OA-00400 / III / l AULT: LANDS N/F SHEOU-JONG CHIANG 4 YUN LI / I I I .,.0 / / GRASS D.B. 1548, PG. 031 / I� I ' AIa.T' / \ PARGEI, ID: 061W0-01- 00300 \ \Asp USE: RETAIL / I I/ I / 4 / \ \ �- I / i v ASPHALT �r LANDS N/F UNIVER@ITY OF VIRGINIA.EOUNDATION 0 --------463-----_ D.B.3296,PG.514 \ �\ \\ \�\Pir 40'WIDE GAS MAIN EASEMENT PER D.B. 411, PG. 341//I \ \\ \ \\ \\� T-3_ PASPHALT AWMT PT-3 -462, , I II \ II T 9 LatAss T 6�z' //11 I HALT CRASS l P�MT GAS MAIN EASEMENT MGWAC 43" HOLLY MAG NAI PER D.B. 1694, P3.I13 ELEV=461.45 I I 1 11 // 43" HOLrY IASPfALT I STORY IPAMOT MASONRY BUILDING 6Rass APPROXIMATE 7 LOCATION OF / / / / I/ \\ \ \/ v II Y� I m II �, —T 40 � /, ` 1-A�-G / GAS LINES. ,/ CO CRA GRASS T-40 (4)T 7L l/ ,' I \\ 1 I / / / \\ / _A66 , /II a CRASS CAS 0 1 \ \ , • , I 1 \, AlASPHALT PHALT / §II 1 /1 �, PatE �\ \ . T-1O" l o <� 1 \ / lr Was 96 / I� I / \ \ \ \ \ \ 45' HOLL \ I T I /� 4 H /, � SAH MH /---- 1--\ ---- \ --�--- OLD' P (a) NV = 4 I, \ \ VACANT U71L111\ \ \ jj /\ L b RN=45=4uaa I (<) WV=449d4(c) / I ) u CRASS � \ � � �- 8" SAN — — E 8" S N — — � f 8' SAN — t — f 8" JAN — jL1�—S �(� \ \ (6f k \ 8„ S�V ��T VAULT f 8" SAL1� — f 8" SAN — Y\�� CRM 54N II I II b 8 n "S 7-- — �F \\� ASPHALT 1 T I6 87 RIN=46S71 \ N. I PA4£ANT I REBAR TO BE (a) INV=460.84 I I I II CONTRACTOR TO VERIFY / W. / \ �, \ \ ` \ I / ^SET ITYP) (b) wv=461.79 III I I PUE INVERTS TO ENSURE / SANITARY SEWER DEPTH / gs6. \ //\ \ sa� \\ \ RETR TO BE 0 I 1 mass sA 1`I PRIOR TO THE START OF / REBAR TO BE / IR41S \ PaLc ` SmRAl uH Pi $ I il� CONSTRUCTION. / SET (TYP) / \ \\ \4a \� — \ \ GRASS VA r ! 1Nw-46d.556rI \ I I \ = — — HP— r OHP —\ — -, OH — — OHP— — —>OHP — }— O \ OHP — OHP I —1 O P P \� T071L YH —10' W 10"W \ 10"�V uc WA AR uNr Pm uAmwur eo\ol.l 0"W \ _ — — L — — — — — — — — /� ry/ 1 a" H — — — \� s =ass.av I _ -- -- -- —-----�— IN 460.07 P.O.B. 21" RGP caNc. wax — _ _ _ _ _ _ _ _ _ _ _ rt _ _ S 40'IT40" __\W 1911' SrpRuGRASS RM=46z MuH \ (b) nvv=40..6zT RU-45561 — , — zz=— ----- ()INV=45J.6 INV=451.34 21' RGP — — CAyC Jy6LY ^)/ CHB=S 06'46'59" W ' A CELL "A" 364 SF.cgvc9Wcunm / ROW DE ICATIO O V A5y 'Orb PER .B. 3891, PG, 110-I11 0 Alp p ' 14 D.B. 3831, PG. 161 p,h p 0^ A6ti p I \ ' Nlb 40'WIDE UTILITY EASEM,£NT PER D.B. 411f PG. 12 SEM/INOLE TRAIL Al�A U.S. ROUE --T- ' ' VARIABLE RIGHT -/OF -WAY 59,00 ADT - SPEEDS LIMIT 45 Ml-'lLfCONC CURB— — — — — — g r / J- 7 _------- _L---=L===-- CRASS — — — — — — — — — — — — A A MA N 2--G---- 8 YEOIAN — G— — GRASS NEOIAN 9tNLTI3 6'w 1!p O U CRATG W.1. KO'TARSR Lic. No. 0402048507 &" -7/ 2-7120 , M E O 0 � U N Vi N C > E w ° E Lu L' 3 0 w o w 0 m K W L Mm Q J U w J —ul p > U O N N W v �ONx J LL . = N x U � F 0m 00 � M �H N Z 0 O a_ w 0 000 � U U U OOOO W W W (4 1 K I Q� Lu I I 'Ind^ DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' uj J J I� W z O' Q 0 J z =) Z /Tr O 2 J Ua z Z W CYl Q cn z O w N O I L SCALE 1 "=20' 0 20' a0' Lm JOB NO. 42231 SHEET NO. CO.2 / KEYNOTES BUILDING 4 PAVING / Ol PIPE GUARD - SEE DETAIL Ib / CIA / 0 DUMPSTER LAYOUT - SEE DETAILS 6,14 II / CIA / Q SERVICE DOOR PLAN - SEE DETAIL 15 / CIA / ® BOLLARD PLAN - SEE DETAIL 14 / CIA 05 CONCRETE VERTICAL CURB - SEE DETAIL I / CIA / © SLOPE END OF CURB 4:1 07 NEW CURB CUT AND APPROACH. VDOT-STANDARD CG-11 ENTRANCE - SEE DETAIL ON SHEET CIE. tio� �/� ® CONCRETE PAVING - SEE DETAIL 3 / CIA. EXPANSION AND / CONTROL JOINTS - SEE DETAILS 4 4 5 / CIA. MAXIMUM SPACING FOR CONTROL JOINTS IS 15' O.G. EACH WAY. ASPHALT PAVING - SEE DETAIL 2 / CIA. ��� / // // 10 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) PARCEL ID: O&ILUO-01-OA-005AO ��cA0 P-64" 6 yp� 4" WIDE DIAGONAL STRIPES PAINTED WHITE AT 2 FT. O.C. LANDS N/F CHAXU INC. ^ 11 1 �- D.B. 2614, PG. 013 � CU PARCEL ID: 061W0-01-0A-00200 � � ��o // � 12 HANDICAP PARKING SIGN -SEE DETAIL 12/ CIA G.G. 70 USE: HOTEL P-53" II CRASS II LANDS N/F ADRENALINE SPORTS LLC �.`L / / 1 STORY ,{y D.B. 2244, PCs. 354 I 0 // PROVIDE ONE VAN ACCESSIBLE SIGN. MASONRY GS T-66" II II USE: RETAIL i / // / -'. / BUILD CONCRETE SIDEWALK -SEE DETAIL 13/ CIA FOR SIDEWALKS / -, T-3" _— ----_ __= 1 =__= ---II =_ ----- Cox ---- ---- I // / ASPHALT AROUND BUILDING HIGHWAY COMMERCIAL ZONE d — — — — — — — — PABOF P42° L/S T J 6 14 ACCESSIBLE RAMP - SEE DETAIL 15 /GIA - MAX. SLOPE 1:12 / a.z' 3' % (633%) , MAX. CROSS SLOPE 1:50 (2.01 TRUNCATED DOME C-1 COMMERCIAL ZONE �� / / 22' CG 2 CG-2 " TO BE A CONTRASTING COLOR cowGiA / CG-6 Q 15 s G-12 // 8 O a 15 // / 15 NEW LANDSCAPE AREA - PROVIDE 3" TOPSOIL 4 SOD. SEE PA`f ° 0 18' / Air SHEET LID FOR ADDITIONAL INFORMATION LPAlfl1IXT PARCEL ID: 061UKJ-0I-0A-00400 — —/ I aw.r: / 9 10 R25' / © 12' X 25' LOADING SPACE LANDS PARCEL 8ID; 0- ILU0 CHIANG : YUN LI / � -w� / R3� 10 17 R3' = R3, R3' 10 17 R3' CG-z // 24' 8' R3' / 10 LIGHT POLE -SEE DETAIL 19 / CIA D USE: RETAIL ET IL / II R32' O +� 21 Dan SA —SAN R3, — O 6BAR � 40'WIDE GAS MAIN EASEMENT / G G—,-77 1 PER D.B. 417, PG. 341 / / / R8' CG-2 CG-2RF RF ASPHAL / PAVEMENT / // / / - 96.8' 1 15 /Grass / // RT RT GRASS a� S AREA 4 v°_®ae R3' ))) 3 RESERVED PROPOSED 10 Uk 011 O / GAS MAIN EASEMENT /// 0 / FOR BENGNIARK AUTOZONE 1 PER D.B. 16'34 PG. II3 / / / / / / 1 FUTURE MAG NAIL 6,964 SIF /// DEVELOPMENT ELEv=461.45 1 STORY 74.2' R3' 24' Q ^ 5' 1 STORY / / / / N 18' MASONRY BUILDING / GRASS // IRECTIONAL 51.. °=-_a 0 T-45"I / RROW (TYP) 15 17 CG-1z z O 4 co 14 14 z4' 6.5'13 s.3' 91 15 // e d a / SV LITY EASEMENT M FA ° / ld 15 / (SEE SHEET C2.3) 15 O DEED BOOK: _ �° a. 3 Sa 18 11 / I? W PAGE: _ Y. ` / R3' a/ R5' V F�R3' S R3' a1�8'�8 �8' a 9'yl R3' R8 RT /�/y liW / / 5 // 0 � / / z 0 24' R32' ASWIALTI D PAMIENT / —1 / / / \ D D R3' GG16 / _ 10 10 RT //-�I----�--- - - ---------------- - -- - ---- - - Q -- - - - -— — — — — — — — -- VACANT UTBITY / 1 // \— 8„ S N 8" SAN — � — �- 'SA C) VAULT CRASS f [SAN 8" S S f a"S N---f a"SAN-14 18' 1 REBV,QIPE 0 Q /GRASSSE / 10' SETBACK MBAR TO BE / � \ // (TYP�� \ —0 21.91 - — PHP „�� — OHP /— — 0 — OHP — OHP— — — — — OHP— — — — - HP — OHS OHP— " WATER LAE PER MARKOUT n0.0.0 10w I 011W 10"W 1 'W CONC WAU( GRASS MAT / —---------- -- — -GRAZ---� WNa CURS WTTIER gg�= ----- VAULTS ---- — ------ — --- - — !A1YC GAgB W(GU77FR PORTION OF 10" DIP TO BE RELOCATED BENEATH PROPOSED STORM PIPE. SEE SHEET Cz.O FOR PROFILE. 13 40'WIDE UTILITY EASEMENT PER 015. 411, PCs. 12 SEMINOLE TRAIL AKA U.S. ROUTE 29 (VARIABLE RIGHT—OF—WAY) 59,000 ADT — SPEED LIMIT 45 MPH 0v�a�e i _ = GRASS 5 —g' ----CUSS=====__ _—G— MEGµ L MCCµ G— _ G _ ® MILL 4 OVERLAY - SEE DETAIL WP-2, SHEET CI.B. 40� GENERAL NOTES �18 // I. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE ARCHITECT OF ANY UNACCEPTABLE AREAS. 2. EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. 35' )P �' s / 3. ALL SIDEWALK CURB AND GUTTER STREET PAVING, CURB CUTS, IN / DRIVEWAY APPROACHES, HANDICAP RAMP, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE asww r RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR PAVEMENT STATE SPECIFICATIONS AND REQUIREMENTS. 4. FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR Al REPLACE E DONE TO EXISTING ELEMENTS DE ALKSLPAVINGLANDSCAPING, ETC.) AS REQUIRED BY N Q OWNER AND/OR GOVERNING AUTHORITY. 5. FOR PROPOSED UTILITY LOCATIONS, SEE THE UTILITY PLAN. (o. CONCRETE LOCATED AT DUMPSER PAD AND PARKING SPACES A? 4 SHALL BE STANDARD DUTY HEAVYCONCRETE.UTY SIDEWALKS ( IJ / 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 8. ALL EASEMENTS SHOWN ARE PUBLIC EASEMENTS. 9 CONTRACTAS EASEMENT WITH CHARLOT ESVILLE GAS.5TO COORDINATE ANY WITHIN THIS WORK OVERLAPS WITH THE GAS EASEMENT WHICH CONTAINS MULTIPLE PIPE 10116 PROPOSED TO CROSS UNDER AN EXISTING 8E, HIGH PRESSURE GAS LIS. ST011 lGAS LINE. CONTRACTOR TO LOCATE AND CONFIW DEPTH OF / THIS SEWER EXISTING GAS LINE PRIOR TO CONSTRUCTION OF STORM II /II o 11 I \\\ GRASS MEDAN SCALE VI 0 20- 40' O F� U CRATG W.1. KO'TARSR Lic. No. 0402048507 0,1 -7/ 2-7120 , M E 0 � o N Vi N C > E Lu ¢ LL o 3 o w�� ¢ � U m z w w —in O � Lj z W w M H y � .a. V 'x LL ix w U)1:11 h 2 h 2 h 2 Ln= C N z W W W = U Q oN ? 000 v� iLu av 222 Bee O O O OO = LD ��z 0 H o (ON (I N w W ~ ry � \M\ Q ti ry z O DATE Rn 0 0711612019 DRAWN BY A. FONTAINE } • DESIGNED BY • A. ALLISON • CHECKED BY C. KOTARSKI • SCALE 1 "=20' • am 0 U) uj W r Q O' J z 0 O / U Q W J 2 J Ua- W fYl cA WJ V� Q z O N O Q JOB NO. 42231 SHEET NO. C1.0 0 5 a 5 Fc L Notes: I. Install expansion joints in the curb at a maxitmum spacing of 20' o.c. 2. Landscaping materials, grass, sod, mulch, etc. shall be flush to 1" below top of curb/paving/drainage openings. 11< NOTE THIS DETAIL ONLY TO BE USED AS NOTED ON SITE PLAN '•' all 6" Pavement 111,;,111,;,111= surface 111111 ...-:.•.. I II I—IIIII �;�.:i IJ�I �' ��•;� I C I-1 � I-1 � I-1 � Compacted ;III;;III;;III;;II I «5 top 4 bottom subgrade NO SCALE 1 CONCRETE VERTICAL CURB SIGNAGE NOTES: DIMENSION 4 TYPE Pavin Area A B C 1) Drive Aisle 2" 1 2.5" 8" b" Parking 2" N/A 8" 6" Asphalt Topping /CM all NO SCALE 2 ASPHALT PAVING SECTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" U `�P' 12 STD. VARIES R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE 201 STRIPING AND SIGNAGE DETAIL DIMENSION 4 TYPE Concrete Section A B C Standard Dut.4 5" 4" see note Heavq Duty 6" 4" see note Dum st-1 ornach Pad 6" 4" see note •oaa - � - ♦ � - � - •�>�P�:o . as _ .:... 1 11. :11.=IIRIIP.11,�11.——11=11=IIRIIR11=1 1T-TI-11-11-1�-11 11-11=.TI.=.II-1L-1�. NO SCALE 3 CONCRETE PAVING SECTION " x (oil 18'-0" CLEAR Treated Pine 5'-0" 8'-0" 5'-0" enclosure N over treated — pine framing Trash Trash psti b- CY b- cy CY W u (oil ID. Steel Post a Gates. See detail, this sheet NO SGALE 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. Light pole base cover install over anchor bolts Light pole \ base plate Note: w Rub 1l' a concrete base smooth—:'j[:- it '- Greenstreak Paving Cap Seal Profile 11610 - See specifications for additional information. A z a 3/4'' Sawcut "olnt - fill with sell) leveling elastomeric sealant NOTE: SEE SITE PLAN FOR SPACING REQUIREMENTS NO SCALE I NO SCALE 4 TYPICAL EXPANSION JOINT 5 TYPICAL CONTROL JOINT Alemite 1610-51- 8" x 6" x 1/8" hydraulic grease gusset plate ONLY) Top of wall elevation. al''ttccessibleEfor 1 1-I/4" O.D.(INSIDE All corners See site or grading plan maintenance hin e 6 Ion g g around3 O.G. elWeld 4"x4" treated wood Ti 1" x b'ix 1/2" to hinge 4 gate post at (V-011 O.C. MAX spacing W 3" x 1-1/4' 3" x 1-114F` Gate Frame " x 2" x 1/8" • 5/4" x 6" treated O.D. tube. steel tube pine vertical boards Weld collar gate frame to post. p welded joints Treated 2"x4" cost, 6" ID. pipe horizontal milers gate post Concrete slab ti NOTE: PAINT ALL GATE FRAMES \ AND PIPES RED. 6 nom. ID. ,4 :; Finished grade varies. gate post filled a See grading plan with concrete NOTE: `. rounded top. III I TURN DOWN 12" dia. hole filled with See bollard detail III 1 SLAB BETWEEN I I concrete �uJ I.QlAXa= 1:17 MAX WHITE - STRIPE 6 HANDICAPPED PAVEMENT 4" } 4" SYMBOL (TYP.) 2" (SOLID BLUE) ND SCALE 6 HANDICAP PARKING DETAIL 5/4" x 6 square ed led treated pine boawith 1/4" gap. Screw to frame Latch detail. with gqalvanized or See detail 3 stainless steel screws IV-0" CLEAR V-1112" 1" 1, V-111/2" WOOD POSTS. NO SCALE 1-0 NO SCALE 9 DUMPSTER SECTION WOOD I 10 GATE DETAIL FOR DUMPSTER ENCLOSURE NOTE: This drawing Handicap Sign as required by Local and State ordinances resents the minimum represents mounted on face of building. foundation requirementst if more stringent drawing is „WICIAP Greenstreak shown in structural then it NOTE: ADDITIONAL SIGNAGE shall govern. MAY BE REQUIRED (FINES PAW,11% ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/ GOVERNING AUTHORITIES Irb32 radius 6x6 WI.4xWl.4 W.WF. 5" sq. steel pole bronze finish with 4 anchor bolts 2" square tube with Paving max. SLOPE I/4" er FT. p closed too. (TO BE USED ONLY IF SIGN IS NOT BUILDING MOUNTABLE) _ Note: E 13 _-_ : i.•. ?tx'^ v:: 's r. _'<t; = ? .y Anchor bolts to be 'i °' = A. ,• installed perpendicular '- a :,:.:. _ Comp. granular fill to curb on single head Rotate 45 N II I- 111 See specifications Bufldinq dpoles. o I I 8" founda£on egrees to diamond bolt pattern on dual p - Note: Dimension Height 15 continuous T. 4 B. head poles. Mounted on face of building. 60"-12" above sidewalk Mounted on Pole off building. NO SCALE 80" minimum (Clear head room) 3/4" = 1'-0" Nigh wind anchor bolts 12 TYPICAL HANDICAP SIGN 13 TYPICAL RAISED WALK SECTION 1"x36"x4" hook Standard anchor bolts"x11"x3" hook Smooth plastic red Levelling nut (4 locations) 3/4" chamfer Finish grade or top of paving, See site plan for location w I °` 24" dia, concrete base. Min. — — — reinforcing 415 bars vert. 4 1 '3 ties eq. space Electric conduit NO SCALE IS 20' TYPICAL SINGLE LIGHT POLE Rolling overhead steel door (See plan and details) Line of bl sleeve. See spec. (o" Steel Pipe filled wl conc. Top of paving II ' 6" m steel pipe set in la4 hole filled with concrete 3" granular base CENTER PIPE GUARDS 1'-61 at bottom of hole NO SCALE ON EDGE OF OPENING No SCALE 15 PIPE GUARD @ SERVICE DOOR 16 I TYPICAL PIPE GUARD SECTION EXPANSION JOINTS 20'-0" oc. MAXIMUM 4 SPACES ® 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN E LAYOUT 4 SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN DUMMY JOINT( TYP.)'A PSI oc 0 0 Pipe guard Door opening see detail this sheet y w is Sealant .e• 4. A . Z Q fa}- W 3! 1W1 i s W 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT LU j SEE SITE PLAN FOR CONTINUATION CURB OR GUTTER LINE NO SCALE lg CONCRETE SIDEWALK PLAN VIEW 6i 1-1/4" O.D. hinge 6" Ig. II III III III II ut III III s II II � 1 -114" (oil MIN. O.D. tube collar w III 01 1 1 1 field LwJ Cane bolt See detail welded 1.6" to (late NO SCALE R of parking 2° space NO SCALE IER FREE SYMBOL INT'L BARR NOTE: MOUNT CANE BOLT AND cane bolt GATE LATCH ASSEMBLIES gulde (2) THROUGH FACE BOARDS" steel tub Gane bolt 3/4" INTO STEEL FRAME w cold rolled steel rod. grill 1/8" hole in &op of slab slab. Size to fit - bolt. CANE EiOLT 8 12"x2"xl/4" I" GAP i 12" washer welded to 3/4 bolt latch plate with Latch plate w/ 3/4" rounded edges 4" bolt handle 1-1/2" washer welded to 3/4" bolt bolt for stop STRIKE " stop bar 1-1/2"xb"xl/4" bent FRONT plate strike with SIDE 1-3/4" dia. bolt through frame DOUBLE GATE LATC1-I NO SCALE 11 GATE LATCH / BOLT DETAILS 15 CIA 0 _ w 1'-012" I'-012" 5'-0" 5'-0" 5'-0"I'-012" I'-012" I'-13/8" V-5 1/4" 14 1 BOLLARD LAYOUT PLAN - 65Lu2 31'V' TfdAJCATED DOMES a PAVfl ENT LANDNG AREA SroEWALK LAVING AREA 1,11NO U GROOVES, V4'-3/4' WIDE AND 3/4'-2' LAIDNG AREA RAf'h kill Fdl'p LANDMG' A ON CENTER ARRAYED 50 THAT WATER WILL NOT ACCIM LATE. 9' I - I b' I S. MIN"i b' I5. r r SEE SITE PLM r NOTES: CIM WON 'IDEWAU' t R4 "S SHALL BE PAINTED THE SAE COLOR AS SIDEIUALK RAP EXPANSION JOINT MAIERAIL STRIPNG AND THE TEXTURE SHALL BE . . • • /////////////////.%/////////////////////////////////%i LAW11% xe ante n al AREA MAN 17 CONCRETE ACCESSIBLE RAMP 1/2" EXPANSION JOINT WITH SEALANT LANDING AREA SCORED GRMS. 2. THE BOTTOM OF THE RAMP SHALL HAVE A MAX 114' LIP. 3. CONSTRJCT PER ADA STANDARDS. 4. IF MAX SLOPE OF RAP DOES NOT EXCEED 1:20 THEN NO COLOR OR TEXT4iE CONTRAST 16 RECIARED. IS" X IS" W12xW12 WWF r DUMMY JOINT SEC-6501- �tAL:TI3 6'w O U CRAIG W. I. KOTARSK Lic. No. 0402048507 111 -712-7120 E M E O a, N 6 N C E E W LL o 3 �W- Wo L-UJ d U m Z W IJI — 0 W w 30Nx LL v�i ix w � h zzz h h In X C N Z W W W = U Q oN 000 ? v� Lu m -1> �W 000 0 o00 = c� ��z � N w e' ~ ry \M\ Z 0 DATE In > 00 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY C. KOTARSKI • SCALE • N/A • W J J I� �,>^ V/ W Q O > (%) J z � Q ° W w Q J U�� m � W Z < z O N LO I JOB NO. 42231 SHEET NO. C1.A a 0 m 0 3 a =0 oX -0 00 2 a �N a0 0 0 3 Z 0 0 0 2 a F m o �0 o '3 nM d C 2 y .2 J N Xx 0 0.0 � m m h m � d `o E � m o � �c 10 'a 0 o � � o m a � �„ a o m -0 c E F_ L ST-1 N4, GRAPE 60. REINFORCING ROD ENCASED N A CORROSION RESISTANT RUBBER OR OTHER W N0. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. A (DEDIMEENISION MYY WITH MANUFACTURERS ,• VARY RESISTANT AY MATERIALCORROSION N4 REINFORCING ROD V TYPICAL SECTION i cy� „W -, . - n • NOTES: I :: STEPS WILL BE REQUIRED N ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ''♦ ALL STEPS SHALL PROTRUDE 41/Y" FROM INSIDE FACE OF STRUCTURE WALL MAXIMUM STEP SPACING TO BE 16" C-C. STEPS S� WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4 FROM THE FACE OF THE SUPPORT. y4„ R Y" STEPS ARE TO BE VERTICALLY ALIGNED AND UNFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. TYPICAL SECTION DIMENSIONS MAY VARY WITH N PRECAST UNITS STEPS MAY BE CAST N PLACE,MCRTARED MANUFACTURERS DESIGN) INTO HOLES PROVIDED BY THE FABRICATOR,OR DRIVEN. ♦ MINIMUM OF 3• EMBEDMENT STEPS DIFFERING N DIMENSIONS. CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR WAS FURNISHED THE ENGINEER WITH DETAILS NO CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HIS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SW.L BE PROVIDED WITH SNP -RESISTANT SURFACES SUCH M BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM SHALL BE FABRICATED N ACCORDANCE WITH 2 7S,TEPS PORTIONNLOF STEP THAT THE ENCASED IN MASONRY SHALL BE ERGMMENTEDBCRATINGU BITUMINOUS, SOLVENT FILLED ALUMINUM FEDERIL� /+ SPECIFICATION TC-C-00498A ALUMINUM STEP SPECIFICATION XV�T REFERENCE STANDARD STEP MAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.W Pp -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOE CF FILLS TOP OF FILL GROUND LINE x GROUND LINE x GROUND LINE x -'IEII rrrrrr rrr/ rr/r rrr - II=11 �". r r rrrrr rrrr - -'IEII rrr rrr I III'•. rrrr rrrrrr - --'I�I %ff mil III r 'II II -II r a rr = EARTH a' -)III ri 0 /i ROCK OR 'll- rr r EARTH 04 o 7 UNYIELDING p 7 n 0 _ N SOIL o BEDDING - - ❑ MATERIAL =1 - 31 : MIN. 1/10 D BEDDING % D X N. jIV D BEDDING X D X MIN. 1/D D MATERIAL MATERIAL % D X V" PER TOE H LfiN.e•',MAx.z4•• FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 1.5 D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D �MIN. � TOP OF FILL TOP OF FILL TOP OF FILL x x -_ ;;,0 rrrrrr, rrrrrr = - rrrrrrrr/rr// rrrrrrrrrrrrrr = - rrrrrr rrrrrrr ;•:::::: _ - rrr •rrr <•}}}}ii - •. r//N rrrr - - - - :::'rrrr rii '�' - rirrrirrrrr rrrrirrrrrr - c ;: rr 1 rr .}:}•{:{•. GROUND D I / -•: :: rrr riy�y i - GROUND =rrrrr/r/rr = +rrrrrrrrrr rrrrrXrr 'N/rrr//rr c '::ti:•:•:•:•: LINE y r • . d :::GROUND LINE =11 i EARTH 1 �I ROCK OR j LF MIN. 1/10 0 = UNYIELDING •: -• 1-u� �n �u , - MIN. 1//0 D n BEDDING TL EARTH MIN. 1/10 D X D % BEDDING MATERIAL V�• pEq _- - .- SOIL 1" OF H X 0 % MIN. 8". BEDDING MATERIAL MA%. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE EMBARKMENT ® NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. MATERIAL ACCORDANCE REGULARHSE Ir TION 302 O FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROM AND BRIDGE CRUSHED GUMS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A' 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 10]Ot HALF PLAN VIEW SEE STADARAD SL-, FOR APPLICABILITY OF SAFETY SLABS. B STAIDND MET NOTE: 1 FRAME M COVER THE TOP OF MASONRY IS TO BE LEFT L SUFFICIENTLY LOW PERMIT PROPER ADJUSTMENT COVER AND FRAME TO GRADEBY THEE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 1TB J a EON _ - ♦:___ram will %/// I____.� _ _ •_ __ SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF QUANTITIES DEPTH BRICK M/NDLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.755 1.437 5 0.7 0.755 1.699 6 0.9 0.755 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 D 1.6 0.705 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 14 1 2.B 0.9]0 4.541 B 3.1 0.9]0 4.903 B 1 3.4 1 0.970 5.205 17 4.0 1 1.173 8.632 INCREMENT 1 0.45 0.582 8111 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE WAA,TES. 3.I1ICREMENTS TO BE AWED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ME USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS M. ].WHEN SPECIFIED ON PLANS THE INVERT 6 TO BE SHAPED N ACCORDANCE WITH STANDARD 6-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING 6 TO BE INCLUDED N THE BD PRICE FOR THE STRUCTURE. REFERENCE IMANHOLE FOR 12" - 48" PIPE CULVERTS ROM AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 �108.0 SHAPE 6-1 / r % LOORCESTOP TOELEVATION TRANSITION BETWEEN \ PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS MOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE AVERT SHAPING AS DETAILED HEREON 6 TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS M OR CLASS C1, EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAD TROWELLING. NONE OF THE COHSE AGGREGATE SHALL REMAIN EXPOSED I SHAPE TO OFNPIBE I I I � I NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE y THE CROSS SLOPE SHALL BE 21, FOR A WIDTH OF 5 FEET. j x A� GENERAL NOTES (RADIUS TO BE AS O C XzSTREET APPROACH SAME SURFACING p$ MANMADE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) ut 1. WHEN USED IN CONJUNCTION WITH STANDARD CO-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 TE A `--- B 8 SIDEWALK 2. SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. SIDEWALK r I (SEE u ---- ,NOTE 5)rc I OPTIONAL UNPAVED SPACE JOINTEXPAON TIMT JOINT I}L� M NOTE: WIDTH "B" 2' _0" OR AS �cr MNNLINE ROADWAY SHOWN ON TYPICAL SECTICN. A PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE (ENTRANCE ONLY) EDGE OF PAVEMENT OR B%MAX. OPTIONAL FLOW LINE GRADE CHANCE) MNNLINE ROADWAY 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MANLIKE PAVEMENT WHICH CAN BE EXPANSION OMITTED IN THE ENTRANCE.) JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK M CURB RAMPS WITHIN THE LIMITS OF THE RMIISHOULD BE INCREASED TO 7". (SEE CG-13) - D - -D (SEE B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS NOTE 7) THE ENTRANCE. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE CRIME CHANGES _ OVALRSTTREET _ D TABLES THESE ESE ARE NOT APPLICABLE TO CONNECTIONS. INTERSECTION NOTES 6. WHEN CG-111S USED FOR STREET CONNECTIONS. THE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE ROADMANUALINCLUDI SECTION A - A SIGHT DISTDANCE OT AND KE GN VIALUE REO IREMENTS. STOPPING 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A -y 4'•I� PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE AC 71II �III2 ACROSS THE INTERSECTION. B ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3` E C. ME.SJ CONCRETE SECTION C-C ENTRANCE VOLUME GRACE CHANGE "D" DESIRABLE MAXIMUM RICH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-150D VPD 53% 6% LOW LESS THAN 500 VPD 5 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION �VDOT REFERENCE METHOD OF TREATMENT ROAD MD BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 CC-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) GENERAL NOTES CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE IMEA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM MD SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WMNINC SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 JIM WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BAPS. 8 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10%1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ME TO BE NO.5 X 8" PLACED 1' CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER II 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS INCLUDED IN PAYMENT FOR CURB / CURB GUTTER.D 5. IN 7. CURB RMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED T 'M.! BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12:1 MA% 1 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 HYDRANTSE ORORHI INLETSETCSTOPLINES,EXISTING ROVIDEGHT OAE CONTINUOUS PARALLEL UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL "- SLOPE TO DRAIN TO INVERT ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED . y OF OUTLET PIPE AND USED BY PEDESTRIANS. x -Il ' SECTION A A 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1�A% THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 4 'a„ METHOD OF TREATMENT IN DROP INLETS PERPENDICULAR TO THE CURB. Yw" xx *Ts 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RMIICAFRT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY S' ON pT X 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME 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. TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL) A 4' x 4LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL Et PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RMIAL SECTION OF 1.6'•-2.4" C-C 1O CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --Id WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 O 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH sssJJJ... THE BACK OF CURB. 0000 0000000 o 0 0 0 0 0 0 0 0 0 0 0 7 LANDING RAMP + u 00000000000000 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ^ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q IIIIIr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L_ 50%-85%OF BASE DIAMETER F06 DIAMETER 00000000000000 O SLOPE TO DRAIN TO AVERT OF OUTLET PIPE DETAILS OF INVERT SHMING AS SHOWN HEREON ARE FOR EXAMPLE I • , 4 PURPOSES ONLY. EACH ARMHOLE OR DROP 6 TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR OP MET 3AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET , OF 1 REVISION DATE MANHOLE & INLET INVERTS 3oz 06.08 VIRGINIA DEPARTMENT OF TRANSPORTATION DETECTABLE WMNINC d AT BACK OF CURB SEE NOTE 12. 0.9"-1.4" E DIAMETER I _ VARIABLE FULL WIDTH OF RAMP FLOOR - I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET 10F 5 REVISION DATE 07"5 203.05 CG-12 A 5 _+ W5 DOWELS, 8" LONG PERMISSIBLE 1a 2 AT 12" C-C1 CONSTRUCTION t2N MAX_ ,ewvra _.. 12:1 MAX B o ry• 12:1 MA% ,O RL N AccRAieo, N L-TRUNCATED DOMES 12:1 MAX. o �- 4'" SEE SHEET 1OF 5 FOR DETAILS \ 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB HACK of CURB 4 :1 WITH BUFFER STRIP 20:1 48 : 5'A U 77 M d 2 "MI INv 2'MIIN SECTION A -A 1 WITHOUT BUFFER STRIP PERMISSIBLE CONSTRUCTION m « JOINT V GARB SECTION B-B y CROSSWALK p (1 11 II 11 y "�� A 4'SQUARE LMLIN OUTSIO OF )RAVEI CROSSWALK CURB SHXL BE PROVIOEE NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE SEE SHEET lOF 5. K5 PERPENDICULAR CHI WITHIN THE MAN CROSSWKR MiE1 TYPICAL PLACEMENT CURB THE REQUIRED LENGTH OF A PARALLEL RAMP 4' BUFFER STRIPSLOPE. IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION IF SDEWAK TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 ] 2 s a 3 6 9 4 8 2 5 0 5 6 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 WITHIN CROSSWALK LANDING 49N MAX. DIAGONAL PLACEMENT SLOPE LANDING 481 MAX. LM(DNG 481 NAY, L SLOPE SLOPE y CURB 5AN CURB oT� CROSSWALK -w0•R ' F= = MOy CROSSWALK y:.1 � d CONS E CURB n v30i n CURB WITH BUFFER STRIP 0 WITHOUT BUFFER STRIFY CG-12 DETECTABLE WARNING SURFACE SREFEREN➢Ory REFERENCE TYPE B (PARALLEL) APPLICATION Ds VIRGINIA DEPARTMENT OF TRANSPORTATION 502 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 NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS AT IF CAST IN PLACE, 40DO PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3- (B" DEPTH) OR INCREASED AS MUCH AS 3" (21'DEPTH) N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO M,A1S7�.1ENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 5. CG-2 6 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR 01 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED IDS 502 105 502 WP-2 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION R 4' R CG-2 BASE SUBBASE ROAD AD BRIDGE STANDARDS REVISION DATE SHEET , OF 201.01 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N RACE 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 40DO PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURED SHILL BE PAD FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB 6 GUTTER SHILL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF OG-8 6 BASED ON ROADWAY CLASSIFICATION NO ESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON OS URBAN STANDARDS. • D ' o ' r=r D e D D D D • D D • D ' D D . A BE CONCRETE OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER ROAD AD BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 201.03 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE ______________________ COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) A 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 MOOT 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 DRANAGE 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 1 Y2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY HE 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 TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION .�tALTI3 6'w 0 N CRAIG W.1. KOTARSK Lic. No. 0402048507 -1/ 27120 4 M E CD CIT OV N V N C >E W E LLI 7 Q LL W - W C (p ^H I Y L M L M d J U 00 J - LR) d > O N FA N U W . H D G O n LL ix e 0 Q = Ate- I = N N = U >UD I C N 0 M N E. M a� O7 _1 1D H Ln M 0 2 H W W_ x U Q Z 0 In > 0 N Z 0 Z 0 a_ V LU LU ULI u 0 0 0 LLI 4 d CL 2 2 2 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J \�J �//�\� V / W Q O J z < uU LU LLJ 0 2 cJ G U w A� WJ Q z O N O Z) JOB NO. 42231 SHEET N0. C1.8 O c d r FE D 0 3 c O_ 0 O x O C. 20z n0 o 2 c N w a c m l0 C a� Oc IY L7 3 1n Z m 0 2 a v F N BOA O 0 o .3 nm D c y M N � rn X C 0.0 D 0 m h ° 0 Ul 0 `O M 06 a c �c m 'a 0 0.2 ,; a c m N C a O o.E 09 c E F_ L � 1 ©p 0 1 U CRAIG W. 7. KO'i ARSKI a Lic. No. 0402W50 7121120 OsSIONAL M E O O � U N � N C > E w a E Lu LL o C LL 0 w o 0 c� W L M w J — in O N W O N d 7 Z H U X LL N w w U_ c N z W W W = V Q O U) o � N ; 0 0 0 N w > a s cf 2 2 2 m J > W W W Q. Q. a v � 2 2 2 0 O O O O ti ti ti = U-) U-) ti C7 > > > 0 W W W O cc O O O w_ w N O N = Q \ n n U O ti \ N Q ti N Z 0 n DATE 0711612019 0 r DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI SCALE • N/A 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. W 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q J (1/4" PER FOOT ) J 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN H� DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. v SALT LLI TREATED FINISHED GROUND 2 x 4 MARKER O � ct) LL � Q o u1 w Q 2 J PLUG END OF U w MAIN LINE SECTION SERVICE LATERAL w m Q 45°0'0" z O N T (n 0 if z FIN LINE WYE—TEE D PLAN Q VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 JOB NO. 42231 SHEET NO. C1.0 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 EQUIPM ENT SHALL NOT TRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENTAND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. S. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. 24" OUTLET MIN (RIGID PVMT.) I/N. (FLEX PVM FILTER (WHEN SP -INLET STUB PLATE I �5'-0"I- �-24" RISER INLET STUB-'�__ 77'-0" PLAN VIEW 7 � 24"x6" ORIFICE 3'-3' I 3' 3- 24" 08.25" ORIFICE 08.25" ORIFICE 0 INVERT 0 INVERT WEIR PLATE WEIR PLATE DETAIL DETAIL (FUTURE) STUB ORIFICE LU Ld J > Z In w r:Z w o D D- in QS U W = ITS UOf LLJuO H 0M W LA NO CO W H Q Z a g Z -ALL 66" PIPE IS 16 GAUGE, 5" X 1" CORRUGATION, ALUMINIZED TYPE 2. -DASHED LINES INDICATES WELD. -USE NECESSARY CONNECTING BANDS. woe -ALL REINFORCEMENT SHALL MEET ASTM A998. rourvuAuury TYPICAL CROSS SECTION D„ten PM 1. ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PI PE WITH A 24" METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHrO M196 AND/OR ASTM B745. ALL RISERS AND STUBS ARE 30" 16-GAUGE WITH A 2%" X W CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE BURIAL DEPTH SHOWN ON THE PLANS. 36" 2. IT SHALL BE THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH 42" REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD 48" AUTHORITIES. 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND 54 RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLD(I BILE PIPE 60" TO WITHSTAND ANTICIPATED LOADS. 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-I,A-2 AND A-3 66" CL SSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS. 72" APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILIED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 21NCH ES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC TO ELIMINATE THE 78" POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. 84" 5. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, AS TM A798 FOR CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHM LRFD BRI DGE CONSTRUCTION 9o" SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 41NCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE MIDDLE -THIRD OFTHE PIPESPAN,ANDTHE EMBEDMENTSHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING8 INCHESAND COMPACTEDMA MINIMUM 90% 96- 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 EXTENDABOVE THE PIPE A MINIMUM DISTANCE OF 102" ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. toe" 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 114" ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFIWNG IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP 120" EVENLY AS WELL, AND EXTENDED HORIZONTALLYTO SrABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BETAKEN TO ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OFTHE MANIFOLD BETWEEN STUBS IS MORE 126" CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 132" 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 COMPACTION EQUIPMENT AND SMALL SPREADI NG EQUIPMENT MAY BE USED. EXCAVATORS MUST BE LOCATED OFF ME BED, AND DUMP TRUCKS SHALL NOT 138" DUMP STONE DIRECTLY ON TO THE BED. 144" 00 m M 00 1m 2OF7 Ong H., fl ( ) w > W Z s 5 Q 0 U I Z N W (n W CL K (fl) 2.0 1.00 2.0 1.00 2.0 1.00 2.0 1.00 2.0 1.00 x L LI TS U _J �O uJ a Of LIJ fIJ Z 2.0 1.00 2.0 1.00 0 W w 2.0 1.00 O m Q ¢ ZQ J 2.0 1.00 ZZ 3OF7 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 TH E SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY ON THE RISER PIPE. FINISHED GRADE MANHOLE FRAME 2. ALL RISERS SHALL BE FIELD CUT TO THE ELEVATION NEEDED TO & COVER CONI ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL. 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE A SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE. 4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 HIGHWAY TRUCK LOADING. - 5. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND THEIR BACKFILL MATERIAL FITTINGS/STUBS ARE SURIECTTO REINFORCEMENT CONSIDERATIONS IN (AS SPECIFIED) ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTS ARE DEPENDENT ON CMP RISER THE MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAYBE NEGATED" OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. 6. STUBS FOR RISERS AND IN GENERAL ARE DETERMINED BYTHE 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 MAY BE REQUIRED TO ACCOMMODATE CONSTRUCTION EQUIPMENTTRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH TABLE 1. 2. MINIMUMCOVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED AT THE PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVERTIME. CLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAYBE UNSUITABLEFOR THESE PURPOSES UNLESS PROPERLY LOCKED -IN PLACE OR CONFINED WITH A BINDER MATERIAL STANDARD CONNECTING BAND NOTES 1. PIPE ENDS SHALL BE REROLLEDTO FORM AN ANNULAR 2a/"X%" CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A FULLY CORRUGATED CON NEC rING BAND. 2. FULLY CORRUGATED CONNECT I NG 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 INCHESTHEREAFTER. 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLYCORRUGATED CONNECrING BANDS, 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE a/e"THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM CLOSE, AND SHALL COMPLETELY UNDERLIE THE CONNECrING BAND. 5. ALL JOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH PIPe01a. MNmum Cmr forinckwed Ade Loads n Tr-D. 5475k1 75-110N s 1aF]SOa 12-C 2.0 75 3A 3.0 48-72 30 3A 15 4.0 7&120 10 1 15 I l0 1 4.0 19144 35 1 40 1 4.5 1 4.5 Table 2. Standard Connecting Band Thickness lyrainJ. PI Thldneu MInlmum BandThlrknen Up HOW 18p 0.05r 1Ap o.079" up o.osr 12p 0.f09' Up 0.05r 10P 0.011" 16P mow Sp OAW 14p 0.:r SECTION 9 OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED "" Standard Lug Connector FOR JOINTS SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE Detail I ASWELLAS SILTTIGHT PERFORMANCE. IN LIEU OFA GASKET, AGEOTEXNLE 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. CONNECrING BANDS FOR 54 THROUGH 96-INCH DIAMETER PIPE SHALL BE A TWO-PIECE RAND. CONNECTING BANDS FOR 102 THROUGH 144-INCH DIAMETER PIPE SHALL BE A THREE-PIECE BAND. ]. CONNECTING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE CORRUGATED METAL PIPE �STnall Inherent CORRUGATED METAL PIPE MATERIAL Gap BULKHEAD D ETAI L -(2) REQUIRED - 3/8" Neoprene Gasket (12" Wide) THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. PLATE BULKHEAD 4" FLAT PLATE) 3 GAUGE REINFORCING MEMBER I (3" x 3" x }} ANGLE) F - 2*-0" (2)" TYPICAL SPACING �66" DLAMETER SECTION A -A A ETE 66" DIAMR A �� 2 -0" J� SPACING REINFORCING MEMBER (3" x 3" x"ANGLE) (2 TYPICAL ELEVATION VIEW �12„...... `Standard Hardware (Typ.) ELEVATION VIEW PLATE BULKHEAD (3 4) GAUGE LATE) �12" Standard Hardware (Typ.) 0° 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. -Flatasket shall be in accordance REVISIONS withwSTMD1056. -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. lye" x th" x "STAB 1Jz" X iN2" x Y4 LLJ J > Z_ N W I- Z W a V) QOU U 0 x LLJ LLJ I a (r wQ Z 0 W W N m W oQ Z N O 4 OF 7 LLJ J > Z V) W vi I- Z W o Z) a in Q OUU 0- LLJx I a tr WQ Z Zow w N CO W oQ Z II En 5 OF 7 ISOMETRIC VIEW L U NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT 6" SPACING FROM THE PIPE WALL. L 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72". VE ENTERPRISES INC. 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30". 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19'-10". U 6.) STANDARD FINISH: GALVANIZED PAINT. 12'r WIDE BAND m Drawing Number. A01371b LANE ENTERPRISES, INC. STANDARD DETAIL page Number. 7 OF 7 Date Drawn: 4/2/08 BEALETON STANDARD STEEL LADDER Ic NO. PACE DATE A0269 6 OF 7 09/30/05 Drawn By: JCH Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) aV3HY XaOM 'T avoil OYr3HY0a o 3NV1 3NO MHV SdAI LS 3lB d01S Ol 03NVANd 38 � - - -�T NOLLV1S aaDEv1d END G20-2 (V) ROAD WORK 500 ± o� -50'-100 O 0 0 SEE NOTE 4 1 + 009 "OM OYDa 1 ON3 1PORTABLE / TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) 1: Revision 1- 4/1/2015 80' - 120' SHADOW VEHICLE REQUIRED SEE NOTE 4 50' -100' FLAGGER STATION SEE NOTE 2 SEE W NOTE1 0 z W20.7 N SEE NOTE 1 BE L PREPARED W3-4 SEE TO STOP SEE NOTE 9 NOTE 1ZROAD 1 W20-V26 SEESEE NOTE 14 NOTE 1 SEE NOTE 1 WORK W20-1 AHEAD Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) Guidance: 1. Sign spacing distance should be 35W--500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. lion: 3. Where Ri t-of-Way or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs maybe used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 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 haseill on the posted speed and the values In Table 6H4 on Page 6H-6 7. A shadow vehicle with at least one high intensity amber rotating, shin or' oscillating light shall be parked 80'-120' in advance of the first work crew. tion: 8. A supplemental flagger r may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. I the oueue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs- rtable temporary rumble strips (P7RS) should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure 7TC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). lion: 12. Cones ma be eliminated when using a pilot vehicle operation or when the total roadway width is 20 Y g P Y feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to Standar 14. When approved for use, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20-V26) sign shall also be utilized. Posted S eed 0- 35 m h PTRS Spacing Center to Center 5 Feet 8 Feet 1: Revision 1- 4/1/2015 MAINTENANCE OF TRAFFIC NOTES AND DETAIL No Scale �tALTH OEM 0 U CRATG W. I. KOTARSK Lic. No. 0402048507 M E CD Ch o N V N C > E W a E <Lu ww3 ¢ LL 0 3 0 LL w 0 m OY Lu L M d J U m d >FA N LJ W N 7 W 3: 0 � XN LL Ln _ N xU >UOT F ¢ C n O N N M O_ CD w H- Z _0 LU H a_ V 0 2 2 2 o U U U CL" Q 0 0 W W W a Q. Q. 000 Lu I I 'Ind^ DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A LU J I� V/ W r Q O i VJ J cl. z UU w w Q 2 � w Q U w �^ LU J Q z O N O Z) JOB NO. 42231 SHEET N0. C1.D 0 c 5 a .m c fc m 0 3 a m0 o o 0Z n0 o 2 c F- m w a c m m a� 0 � 0) C7 3 Z Z„ O � a F � o 6 $ o .3 CL m 0C .- Y a m X C 0 0 t. ? d m m Co c Eo MN 0 � a c � 10 'a a, m a c m 0 C � o m V nE ami _ L F E L ASPHALT \� // PA4EMENT O`er PARCEL ID: 061W0-01-0A-005AO co) P-64" LANDS N/F GHAXU ING. P RGEL ID: 061W0-0I-0A-00200 D.B. 2614, PCs. 013 .Z V I I I II LABS N/F ADRENALINE SPORTS LLC USE: HOTEL / P-53" I / I STORY / TC / I I D.5.2244,SE: RETTAAIL 54 / LA MASONRY i-66" / BUILDI '46375'/ I TC II II TC I HIGHWAY COMMERCIAL ZONE / ' / - cnvccwe --I 466.27' - s �� 467.57' - ��- \T 36" - ' , // / /\ \ ASPHALT ' P-5 " -t 468.13' \ LA \ \ C-1 COMMERCIAL ZONE �fel // / , 206 ' - - 464.50'` \ y 1 46657 TC \ PED ayTC at,7cd ` / ASPHALT _ - _ PA YOU Lb TC ,, / 20S I PAKMENi PARCEL ID: U61W0-01-OA-00400 ` - III I/ 'pia ,' TC 4s414, \\ TC 46 98' SS \ TC TC LANDS N/F SHEOU-JONG CHIANG 4 YUN LI I 465.29' PVMT RAFFIC Q / D.B. 1548, PG. 03l / I I I / 1 \ 465.32' ♦E4� 467.29' \ 468.66' USE: RETAIL I I 1 / / ^�;% 8" ROOF DRAIN bah CtEANOUT (TYP) \� ` 4TC 6 \ PVMT we \ \ \ \ 467.40' \ 04 463 - as5.37! \ \\ 76'p / / .h60 6 40'WIDE GAS MAIN EASEMENT I I I 1 D TC G G TC � TC \ / PER D.B. 411, PCs. 341 / / I I 1/ 465.10, 466.06' \466.14' \ / ° a °TC a '° m - - a ° \ °'\ - 466.80' \ 6'', 467.45' I TC / / / ASPHALT / / / / TC p a 6" PVC ROOF DRAIN (TYP.) e 1 °FFE=465.70' \ . \\ 467.79' PA ERE /P44155/ co 463.55' Qa. - I TC v 1 ,SINK {\ /, - - - - _ _ _ '462� 466.38' �: 1466.12 6' 11 ` - / 1 467.79' / / ^4. 203 / _ I. TC Q AREA \ 466.10'' 1011, v aTC RESERV PROPOSED I �° 465.64'1 1 6/ Pa4PHALT / FOR i I // asPHau GAS MAIN EASEMENT / / / / / / BENCHMAPoC AUTOZONE a:. °.a 1 PER D.B. I694, PG. II3 / / / /// / FUTUREw / MAGNAIL 6,964 SF I //// DEVELOPME.&T ELEv=461.45 1 STORY I 1 TC I / /CSxy // l FIFE = 465.7 465.91' TC 465.42' y // q I -°d I 465 II STORY MASONRYRY 5JILDMG �X GND GRASS 0 ' T-45" I / I // j I 4 1 467.00\ Q APPROXIMATE / � /�I // vT I ca TC N 1 4 LOCATION OF / / I / z GJ a as4.99' TC TC Tc rc // �V �iy//y� / GAS LINES. 4 3.d5' 465.11' 465.44' I 466105' I I 4`//� Q 463.50' d- - - a ° ° 1 ° I 463.70 / .I. TC °a/ .. 463.64' TC°a a a° °a..° 462.56' a a asa.8s q 41 Tc 30 I/ 24" ACCESS f21SER \ 202 TC (� L I d \ 465.86' W/V OT MH, TYP. \ 46353' / 9 / r 6 / a \ -A6( I 0 cn / / 1 201 / TC PVMT TC PVMT PVMT 1 1 TC 1 / , /V \ / co G / 463.89' 464.15' 1 464.34' 464.67'/ / / ^ / \ / � G I � 1 SWI(-1 A 463.39' TC 3 465.66' \ / \\ 02 0 103 Z \ \ i7LF OF 66" CMP asa.ls' q i 4M.9C I / PA MENi / 8II /I /\/ \ p \ TC / 6q I {�� 1 assss \ \ \ \ \ \ 7 I I 465.32' b6h� 465.58' vauNTumT\ \ \ WEIR -- - ys -- - - - (° NY =444.14 \ ^ \ 401 "s I !sl s 1 (b) NY =aH.14 / I4� \ � � u GRASS PLATE 462.70' \ � - " S N -1- 8„ JAN - - - (c) INV=M9.34(�° / - V /I' S - T VAULT- �- 8„ - f 8" SAN - f "SAN 8' S N - 1 I co 1 lORY MH \ RSAA flF-46S11 I ` /'IT//}� 464.87 b °\- - / �e \ \ \ \ \ \ \ 402 I I I / , \ %) INV=16G84 I 1 I I \ POLE\ / 101 \ \ \ \ \ \ \ \ \ \ \ (b) INV=46I.79 III I 11 \/ /\ \ \ \ \ TC 462 463 / ' 6• / /� \' \ 462.50' _ TC I GRASS \ 1 I \/ \ \ PGE T$ \ \ \ 464.73' \ \ \ \ \ 1 � PHP � � - OHP- /- - OH \ \ s - �- OHP� 'OHP - - OHA � - OHP=r BH ! OHP- „ "�' - p \Q1� 10 ,,.,Ur. WATER LINE PER MARHOUT,(IO' D.IJ \ \ L I_ �� , H - SI M MH 10"W \ \ „w \ \ 10"VV \ ` 10' v� 1 'W _ _ 1 _ , /� 466.49 /// I \ \ �IN 46007 -G WAU \ \ \\ GRASS `R81YMH '/ MAT -----11•RCP-- \ _ 0 r CCWG CURB W�rIfR - ga= _ - YAU(i� \ \ (°) MV=4S182T/' \ _ _ _ - - _ _ _ \ 11" RCP _ (6 MV=453.6 i Agy PORTION OF 10" DIP TO BE p0°'ah� 2 RELOCATED BENEATH PROPOSED A6 b I 1\ 3 STORM PIPE. SEE SHEET C2.0 FOR PROFILE. 3 / / 40'WIDE UTILITY EASIEI�NT PERDJ3.411 PG.12 SNOLE TRAIL , Al�A U.S. ROUPFE 29- / ' VARIABLE RIGHT -/OF -WAY ' / 59,00 ADT - SPEED/ LIMIT 45 MP GRASS GRASS MEDIAN MEDIAN L G- GRASS B - - - - - - - - - - - - - - M E D A N z_ _ awGRASS MAN _G -_ MEDAN - G- - SCALE 1 "=20' 0 20' 40' �ti%LTI3 6'w O U CRATG W. 3. KO'TARSR Lic. No. 0402LI48507 &" -7/ 2-7/ 20 , M E O 0 Ol U N Vi N C > E ° E w Lu ¢ Lt. wo m ,� ¢ U om Z w w -ui O (7 W wM .a. oNx LL L�r1 Lu ixw h 2 h 2 h 2 Ln= C N Z W W W U = Q F oN ? 000 w iLu 2 2 2 a v 00-1 > �U-I 000 O O O OO = c� Cx � � 0 H O 0 O N w w ~ ry \M\ ¢ ti ry z O DATE Ln 0 0711612019 0 N z Lm DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' J W Q J Q W p>(D } Q7 / O Z 1'/lG�0 U 2� UQ °6 w coW -i z Q O N O JOB NO. 42231 SHEET NO. C 1.1 0 a 0 m 0 3 a 00 o X �z 00 o2 E a �N a0 O G 3 Z z„ o� � a 0, o �0 o .3 nm 2 'nr m � rn X 0.0 d N 0 O 2 O C EO C N 0 6 �c 10 'a 0 o 2 ur� o a ° O A 0 nE c E F_ L EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW BUILDING, PARKING AREA, UTILITIES, AND ASSOCIATED SITE WORK. LIMITS OF DISTURBANCE TOTALS 1.33 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUND BY WESTFIELD ROAD TO THE NORTHEAST, ROUTE 29 TO THE SOUTHEAST, A PET SUPPLY STORE TO THE SOUTHWEST, AND A RETAIL STORE TO THE NORTHWEST. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONTAINS A PAVED PARKING AREA. OFF -SITE AREAS SOME UTILITY CONNECTIONS WILL REQUIRE OFFSITE CONNECTIONS. CRITICAL EROSION AREAS NONE EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 7. OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. 8. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET CIA) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. 2. INSTALL PERIMETER MEASURES ALONG SEMINOLE TRAIL AND TREE PROTECTION AROUND THE SITE. 3. GRADE SEDIMENT TRAP AND INSTALL DIVERSION DIKES. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. ROUGH GRADE PROJECT AREA. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C1.5) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES, SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UP HILL FROM THE SEDIMENT TRAP HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE REMOVE THE SEDIMENT TRAP AND COMPLETE ANY FINAL GRADING OR HARDSCAPE. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. SOILS INFORMATION: 91 - URBAN LAND, 0 TO 25 PERCENT SLOPES. 10 INCHES TO DENSIC MATERIAL. HYDROLOGIC SOIL GROUP: N/A GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. SHEETS OF 4' X e• X 11Z EXTERIOR PLYiNOOD OR EOUNALENT RISER CREST ELEVATION PO5f5 MIN. WE 4' SDUARE OR T ROUND. 5ET AT LEAST 3IMO THE GROUND e• SOURCE: USDA-SCS PLATE. 3,14-6 WOOD BAFFLE IN SEDIMENT TRAP No Scale MIEMEMIE ediment Trap design ainage area (acres) (<3) Ip wlumes: 41FST of HOME M;R ele\Wion (ft) area (sf) wlume(cy) aw 457 367.56 458 621.12 18.3 osv GT"MAGr - H v..wea' 459 899,8 28.2 460 1203.6 39.0 461 1706,44 53.9 wnsroruGr T u,a 462 2265,82 73-6 (uuw,w) nrtM cwm owRr 212.9 ` •s¢ eurz ii�-i Cm uae cuss r Rm p �t storage et storage required (cy) (67'DA) 73.7 ittom of stone weir (ft) 460.0 at storage provided at this elevation (cy) 85A "coarse aggregate shall be VDOT #3, #357 of #5 ope of wet storage sides 21 weir length (ft) (6XDA) 6.6 y storage: bottom of trap elevation (ft) 457 y storage required (cy) (67•DA) 73.7 bottom trap dimensions: 13k46' est of stone weir 462.0 top of dam elevation (ft) 463 y storage provided at this elevation (cy) 127.5 top width of dam (ft) 2 ape of dry storage sides 2:1 top trap dimensions 32.5'X/T ST 3.13 SEDIMENT TRAP No Scale It L-1 nLL-11 F1 L-1 L�11 Li STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY TP IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. 3.38 TREE PROTECTION No Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 LOLIUM MULTI-FLORUM MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TS 3.31 TEMPORARY SEEDING PLANT MATERIALS No Scale SEDIMENTGRAVEL CURB INLET IN • ��� •�S fig �, t'►�I�;.�. ?!�.;�����r•'�+:tom vFct��i•`>>�-� GRAVEL FILTER * 12" AIR WIRE MESH U r V SEDIMENT III<;.:' ;?'e CONCRETE _ GUTTER 12" � CURB INLET GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale FRAME WOE SILT FENCE DROP INLET PROTECTION /-DROP GRATEINLET WITH PERSPECTIVE VIEWS DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. STORM DRAIN INLET PROTECTION No Scale sroNE '.•� 70' MIN. -._._-.-----I CONSTRUCTION ACCESS � 3 S1t 2A ASPHALT FOP COURSE T sl EXISTING 27 1% E PAVEMENT -6" MIN. 21A AGGR,W, BASE PROFILE STONE 70' MiN. CONSrFtUCTION ASPHALT PAVED ACCESS -- A WASHRACK EXISTING I fl 2% �2% PAVFMENr-' i 2% 12' M!N." - "'_ i Q I 4 OF IN TO SEDIVENT EXTENTS FULL WIDTH A POSIWNE DRANAGE OF INGRESS AND EGRESS 1TA PING NVICE OPERATION PLAN ---- 12' MINN,­­ DHAINAC[ TO SEDIMENT FILTER C'LCTFI--/ SECTION A -A A ntiuiriumt water tap of 1 i ich ualst be nistalled with a nunummn 1 ntch ballcock shutoff v Ilve supplying a wash hose vvith a (Ganieter of 1. � niches for adequate constant pressw'e. Wash water nuL4 be carried away Horn the entrance to an 1q)proved settling area to ferove sediment. All seclnnetnt shall be prevented fi or entering storm daaiiw, (litches or watercor'ses. PAVED WASH RACK NO SCkft STONE CONSTRUCTION ENTRANCE No Scale 1. SET THE STAKES. ii FLOW to 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLC JIHEET FLOW INSTALLATION (PERSPECTIVE VIEW) _r POINTS A SHOULD BE HIGHER THAN POINT B. SF DRAINAGEWAY INSTALLATION 3.05-2 (FRONT ELEVATION) O SILT FENCE (W/O WIRE SUPPORT) No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP ` 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP ` 20 LBS. CROWNVETCH " 20 LBS. 150 LBS. ` USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE " SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. 3.07-1 PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale O U CRATG W. I. KOTARSKI Lic. No. 0402048507 Ole, -7/ 2-7120 M E 0 0 rn u N Vi N C > E w o E y Q LL 0 3 ow0 w 0m fU L M d J V GO J - l M O U LU oN w v 3: 0 x LL � ai 0Q v N = � N = U � M ~ c Ur; O M N a� o w uol- • • • z 0 F__ V wLU 0 z 0 Fn w i' 1 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A c U) Id J_ '- w W Q J w J m / W n ,^ a �/ 1 UW W o O Za a O> O m L w J DC F_ O Q t, O w d 2 0 � U 3 a U2 7 CD Z ,x In W w a dZ 00 z C)o� C2 O W E_ E o a "J ♦) M w N o- 0 Ott Om O z m3 0 O Z m 0� � a F a, o �o W C,M J y w m J N V x0.0 0 L j dh m C w 8 d� E M B6 06 a 9 �°ca IF 0 JOB NO. 0 o m 42231 m C O p SHEET NO. n o C1.3 � E Z� �O V^Ir PARCEL ID: m61W0-01-OA-005A0 ��� VOA LANDS N/F CHAXU INC. J ^ D.B. 2614, PG. 013 USE. HOTEL / I STORY Ev / / MASONRY / BUILD HIGHWAY COMMERCIAL ZONE // /d°� T-3" P C-1 COMMERCIAL ZONE // / T-3 - - - �'� GR ' talc PAO / I I / / / / / � T-. PARCEL ID: m61U10-01-mA-mm4mm ` - III I/ �� LANDS N/F SHEOU-JONG CHIANG 4 YUN LI I D.B. 1548, PG. 031 USE: RETAIL /I�/ // ..,T' ASPHAL / PAVEIST / CYdf55 SF \ SEDIMENT TRAP 1.10 ACRE DRAINAGE AREA / O /�/ // / / DD GRASS TOTAL STORAGE REQUIRED: 147.4 CY TOTAL STORAGE PROVIDED: 212.9 Cy TOP OF DAM ELEVATION: 463.0 / I / I / EROSION CONTROL LEGEND * S = S LIMITS OF CLEARING AND GRADING - ■ w DRAINAGE DIVIDE SOIL AREA DIVIDE CE CONSTRUCTION ENTRANCE 3.02 SF X X SILT FENCE 3.05 IP ® INLET PROTECTION 3.07 DD _� DIVERSION DIKE 3.09 ST SEDIMENT BASIN 3.13 / TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 / MU MULCHING 3.35 P-64"mD-= TP TREE PROTECTION 3.38 (( 1 � LIMITS OF P RGEL ID: m6IW0-ml-mA-mmzmm `1 �� LA S N/F ADRENALINE SPORTS LLC DC DUST CONTROL 3.39 P-53" I II mass �I DISTURBANCE: D.B. 2244, PG. 354 I // T-66" I 1.33 ACRES I USE: RETAIL /LA I "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER CONC-CURB Sim - � - / IIIIIIIIIIINW-4 MEN / \ 12)T s° TP\ T-6 a, ASPHALT '�NASH RACK \\ ' //PAVEMENT / \ PARCEL ID: 061WO-01-04-00300 v \ ASPHALT LANDS N/F UNIVERSITY OF vIRGINIA.EOUNDATION \ / / �-- - - -- D.B.3296,FIG. 514 \ CE // �\ 69,/ --463-- ` \ \ \ \ \ ACCESS/Ocffic / BASE GRASS DC rn / PARKING I I /// // s. /ASPHALT BEPAVEMENT M I I STAGING & I I // 43" HOLLY ELEv=4 1.45 I I STORAGE II 11 // QP (ASPHALT Q IPaKMENT I STORY MASONRY BUILDING GRASS / 0/ / T-45 APPROXIMATE , , / rn LOCATION OF -0` �467 y / // q� / IGAS LINES. / % (/ / /X °°� / �r ENTIREISITE SOIL TYPE: 91 a DC I / / ST STONE WEIR � //I N / 1 ///1 WOOD / / 1 A BAFFLE / \\ I I // T-40 �i -\/ j \\\ 466 - -to / \ / /// / ' h / a^cxass I / / oS rn DD 11 i/ \ ' / i 1 \ / PASPHALT AVEMENT /� / \/ / \\ \ ' \ I ' \7 ST MH I AZEC DC I I Al 11 1 B/I1-465.96 / I� I \ \ \ \ 45" HOLL \ I '° / 4 HOIO SAN. NH /-----/ ---- \ ---------i-- \ \------- IL------------- \ (c I RB1=45664 1 \ \ VACANT MiN1T1\ \ � (c WV=4H.14 / (b)WV-4M.14 // II ) \ �\ • \ LJ \ GRASS @) ) 11 (c) WV-449.34(c) II G) I f 8" SAN - -L- - - f 8" �AN - s / S 8, \ VAULT _- 8.. SAp` - - - E- 8" SAN - _ f 8" SAN - - - - f 8' SAN - - - I // S SA{VSAN MH \- - ` \ \ \ I AS -HALT vE�t I MBAR TO BE (ej Wv 46a64 I 1 I 1 K4.87 C4So POLE / \ , \ \ \ \, I L SET (TYP) I (b)Wv=461.7s III I 1 W%E tAS5- \ \ n sPpcEs I PSF 1 SMRM uN \ SETcwAssREBARTOEt �/ \ \ \ \ `\ cRass rT -R1,Ik r \ 1 DD I // SET (1YP) / \ \ `s �_ IN HP- HP- -\ : C... - - I P - - OH - ) -(per- HF- ��"� I UG WATER LINE PER NAMWUI/10" D.A) \ \ , -Si(MN NN I0"W 10 y" Rau466.49 ----- - - - 21" RCP CDNC. WALK _ _ _ _ _ _ .'\ \ P.Q.B. , \ -4b7.44- \ \ \ 0 '- - - wc. CURBW CLcu ----�a��- �� _v v ie ( �T/' T .61 - - - - �17LR - sz= - - _ - - - - - - (b) WV=453.6 / III I \ CRASS _ / \ \ 21" RCP \ V=451.3/ - - ------------ C9Y6JV ` I ---- - _-- ---- -- "�---- _ %� ' ) � ' SEl4NOL,E TRAIL / / AT�A U.S. R0U EP�2-9 T / VARIABLE RIGHT -/OF -WAY 59,00 ADT - SPEED LIMIT 45 MP ' ' GRASS LC.RB = _ GRASS MEDIAN MEDIAN el mass--G-- MEDAN G- _ CRASS MEDIAN SCALE 1"=20' 0 20' 40' O U CRATG W. 3. KOTARSKI Lic. No. 0402048507 6-k -7/ 2-7120 tE� M E O � O N Vi N C > E w w E Lu LL 3 0 W o w 0 m K � j L M Q J V m D_JM -vj O U W oN U 3: N 0 X LL 0 Q c v ti = c N = U � F c o O N 00 � M z O a_ V w L 0 z O N w CL° R a_ w Q 0 DATE 07/16/2019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' r W w= J Q J `�J a N u V / z W Qm 0 J � fL'1L � a a J o O c > � m L J = �Cz~� � z a C Quoo N C 0 U w z o Ln W =2 z w a wo n0 z o2 w V//� °- J a c m N 0 a0 0. c z�m C7 3 Oo z„ 0 O ~� Q W 2 a �N X C 0.0 d m 0 0 V U E `o 0 m 06 a c 0a °a JOB NO. 0 0 m 42231 N O C p SHEET NO. n o C1.4 m E PRELIMINARY WATER OUANTITY ANALYSIS POINT I DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT) DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT) *DRAINAGE AREA ANALYSIS REFLECTS *DRAINAGE AREA ANALYSIS REFLECTS FUTURE PRE AREA PROPOSED CN VALUES ASSOCIATED WITH THIS PROJECT DEVELOPMENT AREA = 1.33 ACRES PLAN 0.87 ACRES (IMPERVIOUS) POST AREA 1-U (UNDETAINED) (FUTURE) 0.46 ACRES (MANAGED TURF) POST AREA 1-U (UNDETAINED) AREA = 0.37 ACRES TC = 6 MIN AREA = 0.40 ACRES 0.07 ACRES (IMPERVIOUS) 0.07 ACRES (IMPERVIOUS) 0.30 ACRES (MANAGED TURF) Q (CFS) V (AC -FT) 0.33 ACRES (MANAGED TURF) TC = 6 MIN Tc=6MIN 1 YEAR 4.94 0.253 Q (CFS) V (AC -FT) 2 YEAR 6.17 0.320 Q (CFS) V (AC -FT) 10 YEAR 9.76 1 YEAR 0.94 0.045 1 YEAR 1.01 0.049 2 YEAR 1.26 0.061 2 YEAR 1.37 0.066 10 YEAR 2.27 10 YEAR 2.45 POST AREA 1-D (DETAINED) (FUTURE) POST AREA 1-D (DETAINED) AREA = 0.96 ACRES AREA = 0.93 ACRES 0.87 ACRES (IMPERVIOUS)* 0.78 ACRES (IMPERVIOUS) 0.09 ACRES (MANAGED TURF) 0.15 ACRES (MANAGED TURF) TC = 6 MIN TC = 6 MIN *DRAINAGE AREA INCLUDES FUTURE BUILDING & PARKING IMPERVIOUS COVER (TO BE SUBMITTED Q (CFS) V (AC -FT) UNDER SEPARATE COVER) 1 YEAR 3.65 0.192 Q (CFS) V (AC -FT) 2 YEAR 4.50 0.240 10 YEAR 6.98 1 YEAR 3.86 0.207 2 YEAR 4.72 0.256 FLOW THROUGH PIPE STORAGE 10 YEAR 7.26 FLOWS ROUTED THROUGH DETENTION SYSTEM SWM A FLOW THROUGH PIPE STORAGE FLOWS ROUTED THROUGH DETENTION SYSTEM Q (CFS) SWM A 1 YEAR 2.70 2 YEAR 3.40 Q (CFS) 10 YEAR 6.87 1 YEAR 2.81 2 YEAR 3.81 COMBINED FLOW AT ANALYSIS POINT 1 10 YEAR 7.15 Q (CFS) COMBINED FLOW AT ANALYSIS POINT 1 1 YEAR 3.62 2 YEAR 4.52 Q (CFS) 10 YEAR 9.52 1 YEAR 3.66 2 YEAR 4.97 10 YEAR 9.60 CHANNEL PROTECTION (ENERGY BALANCE QDEVELOPED < 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 3.62 CFS <_ 0.80*(4.94 CFS*0.253 AC-FT)/(0.241 AC -FT) = 4.15 CFS FLOOD PROTECTION: POST -DEVELOPED Q10 <_ PRE -DEVELOPED Q10 OK 9.52 CFS (POST -DEVELOPED Q10) <_ 9.76 CFS (PRE -DEVELOPED Q10) TOP OF 66" STORAGE PIPE ELEV. = 457.60 CHANNEL PROTECTION (ENERGY BALANCE) (FUTURE QDEVELOPED < 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 3.66 CFS <_ 0.80*(4.94 CFS*0.253 AC-FT)/(0.252 AC -FT) = 3.97 CFS FLOOD PROTECTION (FUTURE): POST -DEVELOPED Q10 <_ PRE -DEVELOPED Q10 OK 9.60 CFS (POST -DEVELOPED Q10) <_ 9.76 CFS (PRE -DEVELOPED Q10) TOP OF 66" STORAGE PIPE ELEV. = 457.60 TOP OF WEIR TOP OF WEIR PLATE 456.40 PLATE 456.40 710YEARWSE 24" X 6" ORIFICE INV455.35- - - - - 10 YEAR INSE ------ - - - - - 24" X 6" ORIFICE _--------- 45619 INV 455.35 456.12 72 YEAR WSE 2 YEAR WSE _ _ _ 455 53 �[ ? YEAR WSE - - - _ Q1YEARWSE 454.98 ------------ 454.78 STEEL PLATE ELEV. 452.10 8.25" ORIFICE WITH TRASH RACK INV 452.10 SWM A WEIR PLATE SECTION DETAIL I DETENTION PIPE MAINTENANCE In. cction Activities Suggested Schedule • After several storm events or an extreme storm event, inspect for: signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris: clogging of the outlet structures and any pilot channels. excessive erosion: sediment accumulation in the basin and inlct/outict structures: tree growth on dam or embankment: the presence of burrowing animals; standing water where there should be Semi-annually none, vigor and density of the grass turf on the basin side slopes and floor, differential settlement: cracking: leakage: and slope stability. • Inspect that the outlet structures, pipes, and downstream and pilot channels arc free of debris and arc operational. • Note signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Annually • Check for sediment accumulation in the facility. • Check for proper operation of control gates, valves or other mechanical devices. Maintenance Activities Suggested Schedule • Perform structural repairs to inlet and outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control gates, valves. or other mechanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove sediment when pond volume has become reduced si nificantiv. As Needed STEEL PLATE ELEV. 452.10 8.25" ORIFICE WITH TRASH RACK INV 452.10 SWM A WEIR PLATE SECTION DETAIL (FUTURE) WATER QUALITY ANALYSIS *STORMWATER QUALITY ANALYSIS INCLUDES FUTURE IMPERVIOUS COVER TO BE SUBMITTED UNDER SEPARATE COVER* SITE DATA PRE DEVELOPED AREA IMPERVIOUS = 0.87 ACRES MANAGED TURF = 0.46 ACRES PRE DEVELOPMENT LOAD (TP) (LB/YR) = 2.15 POST DEVELOPED AREA IMPERVIOUS = 0.94 ACRES MANAGED TURF = 0.39 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 2.26 MAXIMUM REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 0.54 CREDITS TO BE PURCHASED Ir � // N�� II NI � -z IL SCALE 1 "=30' GD 0 30' 60' A f ` _ ----463-- /'�, -462 PRE AREA (ONSITE) AREA = 1.33 AC I I r IMPERVIOUS = 00.4 A GRASS COVER = 0.46 AC I I / , 66 If 1-'-v7�-- ---- mac-----------J------I----4- 1 \ \ -1- S II O ¢ SAN - \\8" SAN �• f 8" $A \ - - f�" SAN - - -I - f 8" SAf J - I I II - -P. 10�OHOH-9POI - IN A ANALYSIS I POINT 1 i PRE -DEVELOPED,' Al. i ' � r: SCALE 1"=30' / / / / ro II 0 30' 60' I /III/I G \ \ '° ■ ��� N POST AREA 1-D (DETAINED) AREA = 0.93 AC / IMPERVIOUS = 0.78 AC GRASS COVER = 0.15. AC 1 POST AREA 1-U (UNDETAINED) AREA = 0.40 AC f 1 IMPERVIOUS = 0.07 AC GRASS COVER = 0.33 AC p G S)AW A '— --i--yr / Y •cwrwr�i � � \ ii \- 8" �A SA \SAN �r 8" SAN � f - " - - � \ 463 T� OHP-JR BHPr I 1 10"W 10"W 1011W - _ _ 10 W_ I -- -- MT - d \ ANALYSIS 9 POINT 1 P T --- POST -DEVELOPED -------------- T , /All, `vb9 "p. 9tNLIH 6'W 0 U CRATG W.1. KO'TARSR Lic. No. 0402048507 &" -7/ 2-7120 , M E 0 � o N Vi N C > E w ° E ¢ LL o 3 f] W - W 0 p^i d W L M ¢ J U m W J-vj d 5: 'Co) N Uj N z W w M 30Nx J < O Q = ';j. V) i N x U > I- ¢ 0 N o O1 N 00 � M M O x c� H w x U z O Ln rr O LU I I 'Ind^ DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=30' J ~� z J a W z W O LU J z CD O QC CC G U�� WJ w coF"' Q W Q z � O N ct p O Cl) t JOB NO. 42231 SHEET NO. C1.6 5 e 0 m 0 3 a 00 0X -Z 00 o2 c Ew a c m a0 0 _ rr3 w 0 Z z„ 0 22 0 m o �3 o. Y X0.0 = L j d m 1� E� d6 06 � ,:2 0 0.2 - a c m m 0 A 0 nE g c E F_ L �°_ PAVEMENT c°.Z� UCON PARCEL ID: 06111J0-01-0A P 64" -005A0 � ° � arNe LANDS N/F CHAXU INC. 3O� ^ D.B. 2614, PG. 0�3 C) I/r P RCEL ID: 061WO-0I-oA-00200 USE: HOTEL / P-53" I I GRASS II LAMS N/F ADRENALINE SPORTS LLC I STORY ,{y / / D.B. 2244, PCs. 354 / MASONRY T-66" I II II I USE: RETAIL / LA / BUILDI I --�-- AWX HIGHWAY COMMERCIAL ZONE // l T-3" =__ _ca✓arae _ _ — — — �__�_ _ —�, — +__ _ _ _ l Paur LA C-1 COMMERCIAL ZONE / / 206 ■� \ - _ _ \ PEW 3 \ axe IR�••• PANS/ Pw XNT PARCEL ID: 061WO-01-OA-00400 I — III T• /''. / . 0.22 0.81 \v°.a A� QSG \ \ • //l / LANDS N/F SHEOU-JONG CHIANG 4 YUN LI I 'w D.B. 154&, PG. 031 USE: RETAIL ul i I 1 / / / au�. •. 206 b�Oh \ �� \ \ \ .� 6� ' �// `/ I/ I' 04 . _SAN SAN - - 463- - - - - _ \ \ \ \ \ ♦ A68 / \\I .d69 % ^�� 40'WIDE PGAS ER MAIN 4EASE11, MENT T / / 1 1 I 1\/ G G \ ` \` .♦�^ i \ �/ �/ / a_ ASPHALT PAVEMENT ' GRAS \ 04 \ a AREA \ 0.16 0.90 v ORESERV I 1 �' / ASPNALr / PROPOSED I . ° I \ 6 / PAMXWT FOR BENCHMAW AUTOZONE GAS MAIN EASEMENT / / /� I 1 A. \ y,, PER P.B. 1694, PG. 113 / / / / / / \ FUTURE / MAG NAIL 6,964 SF I 1_ I (/ 'W� DEVELOPMEaT ELEv=461.45 1 STORY I I. �/ N FIFE = 465.7q 1 \ ^o / ! / 465 , 1 STORY / 1/ S.0.17 0.69 I __ 1 MA50NRY BUILDING / arAss / ' 1/ / I ' I 4 4 LUL 1 0.25 0.74 �467 Z co / a jp 1� 24" A(ESSSi�ISER \ 202 • 4 �� . L , ° \ / W/ V T M/ --M TYP. \ / O ♦ / ,• 46 < a \ .\ 1� \ 66 02 0 z \ ♦♦• , i7oF ss° cMP 0.22 0.87 ♦ �/ / 4 I I �� Nt' P bair I \\\\/D 402II /----I / vacu+rumir� WEIR iii VACANT / / / \ / / ` L3 crass PLATE — s n t SAN— — — s r II \ � 0 —= 8„ -- 8 3AlJ „SAN 8' S I , I LEGEND — �/— I — — — / • \ / , \ \ I �� III I 1 62 463 I /LRass �1111 AREA C GR \�' SETBACK / �\ \ P \ , ,� �/ INLET — —PHP �,�—OHP—/— OH _ wglEpl PER NARNWIf�O'O.l) SOH\ — OHA \ OH�-�- BH 1—jOH�O,� / — HP — — ava wAK \ y� • / 7� Nar 1 \ \\��\ ■ ■ ■ ■ ■ DRAINAGE DIVIDE --------_ -- -�---- \ ` CRASS \ =cave aces w \VAal -----\------- 1 \\ Ay5 PORTION OF 10" DIP TO BE 4j0 RELOCATED BENEATH PROPOSED / ' b STORM PIPE. SEE SHEET C2.0 FOR PROFILE./ 3 / 1 40'WIDE UTILITY EASEt'eNT PER D.B. 4-11 PG. 12 SENO]LE TRAILL � Al�A U.S. ROUrEE 29 VARIABLE RIGHT -/OF —WAY 59,00 ADT — SPEED/ LIMIT 45 MP _ _ / ' '� = CRASS GNAZ _ _ = _ _ — AWAY MMAN CRASS MMAN A`'' GRASS — G— — ME" — G— — SCALE 1 "=20' 0 20' 40' �tNLTI3 6'w O U CRAIG W. J. KOTARSR Lic. No. 0402048507 &" -7/ 2-7120 , M E O 0 � U N Vi N C > E ° E w Lu 3 < U. 0 w � o� w o m ¢� _ U m Z w w —ui O z W w M H y � V 'x GL w w t] Z Z Z Ln= c N Z W W W = U Q F ? 000 oN w Lu of 2 2 2 a v 00 > Bee aaa O O O OO = (7 0 H (ON C, p N w w ~ ry \M\ Q ti ry Z 0 DATE En 0 0711612019 0 N z 0 Lm DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' J I� > (' J W } O' Q J z O W 2 LY Q UmQ WJ Q z � O o N O c/) Q JOB NO. 42231 SHEET NO. C1.7 0 c 5 a m 0 3 a 00 oX 0 20Z 00 o 2 c 2 a c m a0 C 3 Z z„ 08 � a o� U3 6 DI > 2 Xrn x c 0.0 d� d m 0 0 0 c E `o M 0 m 06 a c �c 10 'a 0 o 2 0.2 a c m m 0 A 0 nE c E F- L LD-204 ROUTE PROJECT Autozone DESIGNER: CG DATE 11/8/2019 UCRATGW7.K0'iARSKia CHECKED: UNITS :NGLISH Lic. No. 0402048507 7121120 OsSIONAL M E O O O U N Vi N C i E w ° E y LL o 3 0 w - U w z D J - vi O t:J W w 30NxLU In Ln= c N z tL W W =v¢'�^ 0O F o N ? U U U w a v 2 2 2 � > U U U W W W o_aa O LD-229 PROJECT: Autozone Designed by: CG = O O O cD >>> STORM SEWER DESIGN COMPUTATIONS LOCATION: Charlottesville =o Uj Lu z COUNTY: Charlottesville Checked by: x H STORM FREQUENCY 10 NOAA STATION: o UNITS ENGLISH w_ w ry O N H ti x 0 \ct Q 0 ti ry z O to DATE 0711612019 O DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI SCALE N/A LD-347 PROJECT: Autozone DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year W J J �> 0 V/ W Z Q Q 0 » J z U z J C O Q < U U �l L, a =Q� a ui Uwe m Z iri J N W a �x N w N z n III O O W a N 0 O O F D J U F- LU J Z_ 06 W a a U O U L N C N JOB NO. 0 42231 N m SHEET NO. N C1.8 NLET IiLu O � m ¢Zd ° U d U � .. r+, V O, w � v;' UU d o cL � F rn j WU C7" a i � F F� �`��� i � � F+ � � I-, � K � o'�.' � ❑ i ❑, w F � C' O v a7 � } � � � Sag Inlets Only `^� z m � � O w .1 a 4+. w L� F 202 D]-36 4.OIA1 0.170 0.69 0.1173 O'RIGIIT 0.117 4 0.468 0 0.468 0.0100 0.0256 2.560 2.000 0.78125 0.0833 3.25391 0.996 3.38 0.1410 0.1661 3.997 4.000 1.001 1.000 0.468 0.000 2171 206 DI-3B 4.000 0.220 0.81 0.1782 FRIGHT 0.178 4 0.712 0 0.712 0.0100 0.0195 4.148 2.000 0.48216 0.0833 4.27179 0.944 3.53 0.1471 0.1584 4.906 4.000 0.815 0.952 0.678 0.034 2.502 302 DI-3C 6.000 0 4 0 0 Back/Lt. 0.000'RI 0.250 0.74 0.185 Ahead/Rt. 0.185 4 074 0 O.IAII 0.0218 8.Ik16 2.IXK1 0.24857 0.0833 3.8211 3.48 Ahead/Rt. 0.740 O.00I 6 0.740 1.246 0.174 0.333 0.522523 3.246 4.763 T > 8.0 ft 402 DI-3B 4.000 0.220 0.87 0.1914 0.000'RIG[-IT 0.191 4 0.764 0 0.764 0.0100 0.0208 4.255 2.000 0.47004 0.0833 4.00481 0.934 3.50 0.1458 0.1569 5.081 4.000 0.787 0.938 0.717 0.047 2.562 PIPE FROM POINT TO POINT DRAIN. AREA "A" (3) RUNOFF COEFF. "C"TIME (4) CA TOTAL MinutesINHrCFS (7) RAIN FALL (8) RUNOFF INVERT ELEVATION' LENGTH of Pipe FL (12) SLOPE FL/Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Nruuber of Pipes Capacity CFS (l�) Friction Slope Ft./Ft.FL NORMAL FLOW FLOW TL\4ENO. (17) (IS) 7REACACUTvDfINLET Lata�al Tota1Q CFS (9) UPPER END (10) LOWER END (11) Depthof Flow,rFlow, Areaof AnREMARKSAcre SgFt Hm Ft. Vu Ft%SecFt.Sec. (16) Eu REFERENCE (q STA. REFERENCE (2) STA. 101 102 100 0.00 0.00 0.08 5.17 6.49 0.00 6.87 451.78 4SL44 62.81 0.00?J1 21 Circular I 11.65 0.00200 0.97 1.3G 0.47 5.09 1.3G 12.45 I03 SWM IO2 0.00 0.00 0.00 5.00 0.00 0.00 6.87 452.I0 4SL88 36.78 0.00598 18 Circtilat I 8.80 0.00380 1.00 1.25 0.44 5.?1 1.47 6.G8 201 202 SWM 0.17 0.69 0.12 0.37 5.52 6.38 0.00 2.68 455.63 455.42 2L27 0.00987 12 Curotilar 1 3.84 0.00510 0.62 OS1 0.28 5.28 1.0? 4.03 203 204 202 0.00 0.00 0.25 5.16 6A9 0.00 1.94 456.70 455.63 106.22 0.01007 12 Cvailar I 3.87 0.00260 0.50 0.39 0.25 4.93 0.88 21.53 _'OS 206 2W 0.22 0.81 0.18 0.18 5.00 6.Sq 0.00 1.16 457.50 456.80 36.11 0.01939 12 Circular I 5.38 0.00100 032 0.21 0.18 5.47 0.78 6.61 301 302 SWM 0.25 0.7d 0.19 0.19 _5.00 6S4 0.00 1.21 45g]2 454.83 155.40 0.02503 12 Circular I 6.11 0.00100 0.30 0.20 0.17 6.06 0.87 25.66 401 40_' SWM 0.22 0.87 0.19 0.19 5.00 6.54 0.00 L25 457.25 456.16 24.14 0.045I5 12 Circular 1 8.20 0.00110 0.26 0.17 0.15 7.55 1.15 3.20 RDI RD 204 0.16 0.90 0.14 0.14 5.00 6.5q 0.00 0.94 458.75 457.79 50.85 0.01888 8 Circlilar 1 1.80 0.00540 0.34 0.18 0.17 5.22 0.77 9.75 INLET OR JUNCTION STA. INV62T EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (INmn) DESIGN DISCH. Do (CFS/CMS) LENGTH PIPE Lo (FVM) FRICTION SLOPE, Sfo (FT/FT) (Wm) FRICTION LOSS Hf (Ft/M) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FUM) Inlet Shaping? Y/N 0.5 Ht (FVM) FlNAL H (Ft/M) Inlet Water Surface Elevation Top of MH Top of Inlet Elev. APR20X. Atljustment? Vo Contr. Ho (Ft/M) Vi Vi"2/2g H (Expo) 0.35'MAX. (Vi2/2g) SKEW Angle K Bend H (Ft/M) Sum HE (FUM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 10o asz.7so 102 451.440 1.75 452.840 21 6.870 62.81 0.00197 0.123 5.044 0.099 5.508 0.471 0.165 0.0 0.00 0.000 0.264 0.000 0.264 YES 0.132 0.2s5 4s3.095 459.500 O.K. SWM 451.880 1.50 453.095 18 6.870 36.78 0.00381 0.140 S.s08 0.118 s.283 0.433 0.152 0.0 0.00 0.000 0.269 0.000 0.269 YES 0.13s 0.275 4s3.370 461.800 O.K. 202 455.420 1.00 456.220 12 2.684 21.27 0.00506 0.108 5.283 0.108 4.934 0.378 0.132 0.0 0.00 0.000 0.241 0.746 0.313 YES 0.156 0.264 456.484 462.790 O.K. 204 455.630 1.00 456.484 12 1.938 106.22 0.00264 0.280 4.934 0.095 5.466 0.464 0.162 0.0 0.00 0.000 0.257 0.000 0.257 YES 0.128 0.408 457.200 463.940 O.K. 206 456.800 1.00 457.600 12 1.164 36.11 0.00095 0.034 5.466 0.116 0.000 0.000 0.000 0.0 0.00 0.000 0.116 1.164 0.151 YES 0.075 0.110 457.816 463.940 O.K. 302 454.830 1.00 455.630 12 1.210 155.40 0.00103 0.160 6.055 0.142 0.000 0.000 0.000 0.0 0.00 0.000 0.142 1.210 0.185 YES 0.093 0.252 459.022 463.700 O.K. 402 456.160 1.00 456.960 12 1.250 24.14 0.00110 0.026 7.548 0.221 0.000 0.000 0.000 0.0 0.00 0.000 0.221 1.250 0.288 YES 0.144 0.170 457.514 462.550 O.K. RD 457.790 0.67 458.323 8 0.942 50.85 0.00541 0.275 5.217 0.106 0.000 0.000 0.000 0.0 0.00 0.000 0.106 0.000 0.106 YES 0.053 0.328 459.092 464.700 O.K. L DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - version 3.0 0 2011 BMP Standards and Specifications O 2013 Draft BMP Standards and Specifications Project Name: Date: Site Information AutoZone 11/6/2019 Linear Development Project? No Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) 1.33 Pre-ReDevelopment Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, protected forest/open space or reforested land 0.00 Managed Turf (acres) - disturbed, graded for yards or other turf to be mowed/managed 0 46 0.46 Impervious Cover (acres) 087 0.87 1.33 Post -Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forestopen Space (acres) - undisturbed, protected forestlopen space or reforested land 0.00 Managed Turf (acres) -- disturbed, graded for yards or other turf to be mowed/managed 039 0.39 Impervious Cover (acres) 0.94 0.94 Area Checkl OK. OK. OK. OK. 1.33 Constants Annual Rainfall (inches) 43 Target Rainfall Event (inches) 1.00 Total Phosphorus (TP) EMC (mg/L) 0.26 Total Nitrogen (TN) EMC (mg/L) 1.86 Target TP Load (lb/acre/yr) 0.41 Pj (unitless correction factor) 0.90 Runoff Coefficients IRV) Check: BMP Design Specifications List: 2013 Draft Stds & Specs Linear project? No Land cover areas entered correctly? Total disturbed area entered? A Soils B Soils C Soils D Soils Forest/Open Space 0.02 0.03 0.04 0.05 Managed Turf 1 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 Land Cover Summary -Pre Pre-ReDevelopment Listed Adjusted' Forest/Open SpaceCover(acres) 0.00 0.00 Weighted Rv(forest) 0.00 0.00 %Forest 0% 0% Managed TurfCover(acres) 0.46 0.39 Weighted Rv(turf) 0.25 0.25 % Managed Turf 35% 31% Impervious Cover (acres) 0.87 0.87 Rv(impervious) 0.95 0.95 %Impervious 65% 69% Total Site Area (acres) 1.33 1.26 Site Rv 0.71 0.73 Treatment Volume and Nutrient Load Pre-ReDevelopment Treatment Volume (acre-ft) 0.0785 0.0770 Pre-ReDevelopment Treatment Volume (w bic feet) 3,418 3,354 Pre-ReDevelopment TP Load (lb/yr) 2.15 2.11 Pre-ReDeyelopment TP Load per acre (lb/acre/yr) 1.61 1,67 Baseline TP Load (lb/yr) (0.41 Ibelacrelyr applied to pre -redevelopment area excluding pervious land proposed for new impervious cover) 0.52 IAdjusted Land Cover Summary: Pre ReDevelopment land cover minus pervious land rover (forest open space or managed turf) acreage proposed fornew impervious cover. Adjusted total acreage is consistent with Post-ReDevelopment acreage (minus acreage of new Impervious cover). Column I shows load reduction requrtement for new impervious cover (based on new development load limit, a.41 Ibs/acre/year). Land Cover Summary -Post (Final) Land Cover Summary -Post Land Cover Summary -Post Post-ReDevelopment Post -Development New Impervious Forest/Open Space 0.00 Cover(acres) Weighted Rv(forest) _ 0.00 %Forest 0% Managed Turf Cover 0.39 (acres) Weighted Rv (turf) 0.25 -. % Managed Turf 31% ReDev. Impervious 087 New Impervious Cover 0.07 Cover (acres) I (acres) Rv(impervious) 0.95 I Rv(impervious) 0.95 %Impervious 69% 11 Total ReDev. Site Area 1.26 (acres) r ReDev Site Rv 1 0.73 Post ReDev. & New Impervious Forest/Open Space Cover acres 0.00 Weighted Rv(forest) 0.00 %Forest 0% Managed Turf Cover (acres) 0.39 Weighted Rv (turf) 0.25 % Managed Turf 299/ I mpervi ous Cover (acres) 094 Rv(impervious) 0.95 %Impervious 71% Wool Site Area (ayes) 1.33 Final Post Dev Site Rv 0.74 Treatment Volume and Nutrient Load Final Post - Development Post-ReDevelopment Post -Development 0.0825 Treatment Volume 0.0770 TreatinentVolume &0055 Treatment Volume (acre-ft) (acre-ft) (acre-ft) Final Post- Post-ReDevelopment Post -Development Development 3,596 Treatment Volume 3,3S4 Treatment Volume :241. Treatment Volume w (bic feet) (cubic feet) (cubic feet) Final Post- Development TP Post-ReDevelopment Post-DevelopmemTP 2.26 Load (TP) 2.11 QiS Load (lb/yr)• load (Ib/yr) (lb/yr) Final Post -Development Post-ReDevelopment TP TP Load per acre 1.70 Load per acre 1.67 (Iblacrelyr) (Iblacrelyr) TP Load Reduction Required (lb/yr) 0.54 Nitrogen Loads (Informational Purposes Only) lax. Redudion Required (Below Pre 20% ReDevelopment Load( TP Load Reduction Required for 0.42 Redeveloped Area (lb/yr) Pre-ReDevelopment TN Load Final Post -Development TN Load (lb/yr) 15.36 (Post- ReDevelopment&New 16.16 Impervious) (lb/yr) TP Load Reduction Required for New Impervious Area (lb/yr) 0.12 DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 BMP Design Specifications List: 2013 Draft Stds & Specs Site Summary Total Rainfall (in): 43 Total Disturbed Acreage: 1.33 Site Land Cover Summary Pre-ReDevelopment Land Cover (acres) Update Summary Sheet Print Preview Pdn} A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0.00 0.00 0.46 0.46 35 Impervious Cover (acres) 0.00 0.00 0.00 0.87 0.87 65 1.33 100 Post-ReDevelopment Land Cover (acres) A soils B Soils C soils D Soils Totals % of Total Forest/Open (acres) Managed Turf (acres) 0.00 0.00 0.00 0.00 0.00 0 29 0.00 0.00 0.00 0.39 0.39 Impervious Cover (acres) 0.00 0.00 0.00 0.94 0.94 71 1.33 100 Site Tv and Land Cover Nutrient Loads Final Post -Development Post- Post_ Adjusted Pre- (Post-ReDevelopment Development ReDevelopment ReDevelopment & New Impervious) p ) (Newlmpervious) Site Rv 0.74 3,596 0.73 3,354 0.95 0.73 Treatment Volume(fill 241 3,354 TP Load (lb/yr) 1 2.26 1 2.11 1 0.15 2.11 Total TP Load Reduction Required 0.54 0.42 0.12 (lb/yr) Final Post -Development Load (Post-ReDevelopment & New Impervious) Pre- ReDevelopment TN Load (lb/yr) 16.16 15.36 Site Compliance Summary Maximum% Reduction Required Below 20"/6 Pre-ReDevelopment Load Total Runoff Volume Reduction (ft3) 0 Total TP Load Reduction Achieved 0.00 (lb/yr) Total TN Load Reduction Achieved (lb/yr) 0.00 Remaining Post Development TP Load (lb/yr) 2.26 Remaining TP Load Reduction (lb/yr) 0.54 Required Drainage Area Summary Pre- Final Post- Post-ReDevelopment ReDevelopment Development TP Load TP Load per acre TP Load per acre per acre (lb/acre/yr) Ib acre r Ib acre r 1.67 1.70 1 1.67 D.A. A D.A. B D.A. C DA. D DA. E Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Managed Turf (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Impervious Cover (acres) 0.00 0.00 0.00 0.100 0.00 0.00 Total Area (acres) 1 0.00 1 0.00 1 0.00 0.00 0.00 1 0.00 Drainage Area Compliance Summary D.A. A D.A. B D.A. C DA. D DA, E Total TP Load Reduced Ib/ r 0.00 0.00 0.00 0.00 0.00 0.00 TN Load Reduced (lb/yr) 0.00 0.00 0.00 0.00 0.00 0.00 Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE (ac) IMPERVIOUS COVER (ac) IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA (ac) MANAGED TURF AREA TREATED (ac) AREA CHECK 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 / 11 1 11 1 11 1 11 1 11 1 1/ 1 11 1 11 1 11 1 1/ 1 11 1 11 a Site Treatment Volume (ft') 3,596 Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (ft'1 TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCTION ACHIEVED (lb/yr) TP LOAD REMAINING (Ib/yr) sessions a s 000000 1 11 1 11 1 11 1 11 1 11 1 /1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 / 11 1 11 1 11 1 11 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 1 0.00 0.00 0.00 0.00 0.00 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (lb/yr) 2.26 TP LOAD REDUCTION REQUIRED (lb/yr) 0.54 TP LOAD REDUCTION ACHIEVED (lb/yr) 0.00 TP LOAD REMAINING (lb/yr): 2.26 REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 0.54 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (lb/yr) 16.16 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 16.16 tilisUll v 0 U CRA1G W.1. KO'TARSK Lic. No. 0402048507 -7/ 2/ 20 4 cc 0 O C7 0 O x F- 0 w w U z 0 in > rr 0 r Z O F- a K U LU U) OOO wU U U > K I- > O O O W W W a a a 2 2 2 O O O W W LLI K K K 3 r. L1J k Q Q DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A JOB NO. 42231 SHEET NO. C1.9 L W _ ASPHALT vASEMENr PARCEL ID: 0611110-01-0A-005AO �� Ugh P-64" Gras / 11 l LANDS N(F CHAXU INC. 53y / D.B. 2614, PCs. 013 .j U PARCEL ID: 061 SPO RTS -00200 USE: HOTEL \ A P " II II LANDS / I STORY � �� D.B. 2244, PG. 354 MASONRY T-66° USE: RETAIL / BUILD] 92K CURB ,( ASFWALT HIGHWAY COMMERCIAL ZONE / am T-3° = 4� — — — _ _ — — _ _ — — — _ _ s — �I = _ _ _ _ _ _ — � _ _ _ _ _ _ _ _ = I / // / / \ PAMENT -52' L/s i/s T-36° i� \ \ C-1 COMMERCIAL ZONE � �� / J ° P% coma LA ASPHALT PavEUENr JAULT�� PARCEL ID: 0( LANDS NiF SEOU-JONG CIANG 4 YYUN LI D.B. 1548, PCs. 031 USE: RETAIL SAN —SAN 40'UJIDE GAS MAIN EASEMENT / II a F'ER D.B. 411, PG. 341 / / I G G q / / / / I a h / a ASPHALT /0 /,/ / // G) PAWAOT / /Grass / / / 9 / GRASS AREA O / O // RESERVED PROPOSED l/ / AS -HALT GAS MAIN EASEMENT / // FOR gENCHMAp� AUTOZONE a_' - <NT a ° yc�, �ti.. / PER D.B. EA EMIP=GT / / / / / L7 FUTURE MACS NAIL 6,964 SF /// DEVELOPMENT ELEv=461.45 1 STORY MA50NRYBUILDINS / GR455 / / / T -45°� Z IIHIa / // 0/ SWM FACILITY a ° a / //�? a , EASEMENT a N aDEED BOOK: ° ;'�.`. / IW PAGE: — e / II GRASS/ ASPHALT PAVEMENT �— --- i VACANT UlUTY II 3 20' VAIAi � 8„ N —— — f 8" SAN — — f „SAN — 8Ll GRASS" 3 — 8„ 3 N 8,. SAN / \ GRASS O — OHF \ OHP OHP— — OHP— — — OHF OHP— „ / / / HP— — / wAiER LINE PER MAWOUT (I0' GO 1MG 0"yv 1011W 10"mc1 'W 1 cnvc wax Grass MAT ---------- -- — ��---- TRAFFIC � CCNC WRB WT71EF — a-�= --___ vALLTO c— — — — — — — — — — — — — — _ _ — Ca a: # IY[ GUTTER 0 31 40'U11DE UTILITY EASEMENT u I PER D.B. 411, PCs. 12 0 SEMIN0LE TRAIL 0 L AKA U.S. ROUTE 29 - (VARIABLE RIGHT—OF—WAY) 0 5 59,000 ADT — SPEED LIMIT 45 MPH===CGg.G,wR L Z — — _ _ _ CRASS GRASS MOAN UTM u = _ GRASS _--------- _ _ MMAN L P' GRASS G — — n MOAN — G— _ --G G SCALE 1 "=20' 0 20' 40' �ti%LTI3 6'w O U CRATG W.1. KO'TARSR Lic. No. 0402048507 &" -7/ 2-7120 , M E O 0 � U N Vi N C > E °T w ¢iLo3 0 w — wo ¢ _ U m z O L9L�v (7 W wM .a. 'x LL Lu ixw h LU h 2 h 2 �= C N z W W W = U > F ? 004 00 oN w 2 2 2 2 a v 00 > g� Bee 4 d d O O O OO = D K � 0 K 0 moo N w W ~ ry \M\ ¢ ti ry z O DATE rn 0 0711612019 DRAWN BY A. FONTAINE } • DESIGNED BY • A. ALLISON • CHECKED BY C. KOTARSKI • SCALE 1 "=20' • IL J z0 7z Z 0; w J z w cl�0 Q 0 Q w /w/ J LL Uaw L H W m Q w Q z O O N 0 O Q JOB NO. 42231 SHEET NO. C2.3 0 c a fc L 2� O ti V^�v 0 C ) 00� �4Z- PARCEL ID: 061W0-01-OA-005AO LANDS N/P CHAXU INC. ^ D.B. 2614, PCs. 013' S V USE: HOTEL / 15TORY / 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. jP-64•GRG-- I' \ P RCEL ID: 061WO-01-OA-00200 P-53• II GRASS II LAr�5 N D BDRE 4ALIINGE SPORTS LLC354 BUIL I RY/' // T-66° I I II II II USE: RETAIL T-3" —� _ _ = = _ _ _ — s �� _� _ — cave-Tu,M / as�w.r HIGHWAY COMMERCIAL ZONE / / � / _Q _ _ _ _ _ — — � _ LA � // / \ Pa�wr -52" C-1 COMMERCIAL ZONE / / T-3• 3 - - - _ _ _ asPHALr _\ j / \ / pp - PEg Tb" \12iT6•'. `:. `._'- �_�'\' �: y .'.� .....'. _ _ .'�.',.- ��\:.- �.'. i' . ...'.-. .'.'.'.. / 11 l vwir — _/ I auLrO \' -REMOVE PARCEL ID:06IW0-01-0A-0O400 II ', CO'NR-ET'ELANDS N/F SHEOU-JONG CHIANG 4 YUN LI ' C.. _ . �' .� .\._..'\'\ DJ3. 1546, PG. 03-T .. \ . - ^.\- P,JID- O00.USE: RETAIL LANDS.N/FUNV.Y.0F .1 6 REMOVE '.''9D.B.39G-' '' _-. �.4........\IEr.-4�3=-_:__ . _ TREES . : -REMOVE.._\ 69 / / l%� 40'WIDE GAS MAIN EASEMENT CONCRETE -- :� PER DJ3.411,PG.341 / / / - .�i.'.'.'.'..-.' - / A'.' '. .' .:\' ? .'.'.'.'. .' '. f... ..'. / SAWCUT \- .' — GRASS \'.'. .'.'. O / _ -.j.'.'.'.' {.'.' A I ASPHALT .I''L'.-..'.'. / PAVEMENT // / / �" \ mass / 6ENONMARK .. GAS MAIN EASEMENT / _ - j//// 1 / _ M44sNAll'.''.'- ..I'..'.'..-.-.'..F..' .-_. - i.'- L'.' .'-.'l'".- / 43•HOLLr / \ �, PER D.B. 1694, PG. 113 - - - / ,y�5� '-ELEv-461.45'. - .-l.'.-.'.'.'.'. _ f N / SAWCUT Q' I _ » 1 . ' . . I I I... MASONRYBUILDINGASPHALT 1' i . I _ . _I . mass T-45"7i .'.-.'.'.'.I-..rn.'- va�T rarcutHi / • i / i i\ \ \ \ 45• ROLL . ' . ' . \.. . '.. '_ . '.. - . - . - �wJ . -.. SAN ITARY'SEV\ R - . - . - . ' sw.NN // I--I�1—/ --- \ _—_�----- \\�—_ \\ _— — _— _ 0 __ f2EfV10VEVRUCT4ND I �r If- 4 HOli�i FIN=45E64 VACANT Ulglil\ —\ 'J 14' l I/ \ \ ABANDON WATER:T T ._ J / II (b)MlV=44AI4 / I n \ LJ \ GRass .' 'SERVJCE'ATNIAIN' ''' ' .'.' - �� p VAULT f 8" SA — �f 8" SAN — �-- 8" SANS _ _ .f- 8:' S N �� �� .l-.J' -. 8: SAN j :— . T PORTION OF 10" WATERMAIN I . 'rahu NH SAN MH \ \ \ 464.67 R6A=465.TT / / \ \ TO BE RELOCATED FOR f PA cMO4t \ REMOVE I' . ' . ' . . ' . ' . ' 'l .. / / (o) Nv aso.ea I NOTE: / /\ , I . ' . ' '_ '. ' - ' '. ' . I ' - ' ' (6) "v �179 �II II ACSA WILL SALVAGE THE EXISTING WATER METER. POLE INLET.' .' . .' ' . 12' \ G' PROPOSED STORM PIPE \ ' ' � mass GRASS \ \ POLE s \ REM aVE PIPE \ si(4M MH 44��00 I' \ g — \ \ \ ` \ \ GRASS V T J 158.5f` l ) _ ' - I = PHP OHP a �HIER UNE PER NARNaI lo' U.L �O \ — D A_ \'_ - A — .0 I. — --1 O P 10,/ v d� HP — Ow VC, SiORN NN / 10"W 0"1/V \ 10' yV 10"W / 2V RGP TCLWC WALK ---- REIS VAUI-T� c RIM=45S61 lb o i v 0.y 40'WIDEUTILITY ES� 1 P PER D.B4 G 12 SNOLE TRAIL AI�A U.S. ROUPTE 29 L ' ' VARIABLE RIGHT -/OF —WAY 59,00 ADT — SPEED/ LIMIT 45 MI z / \ IN 460.07 GRASS STQRM MH / / MAT RM=46E44. TI/ \ \ (a) IHv=45a62�T � O I \ \ \ " RCP (6) RN=4516 ______ _ ____G4Yc w6LK-� �b) T CdIG CmB W[WirER M a0N REMOVE / CONCRETE CURB I _� / AND GUTTER GRASS GRASS MEDIAN — — — — — — — — — — — � MEDLW GRASS G— — MOAN G— GRASS MEDIAN SCALE 1 "=20' 0 20' a0' 9tNLTI3 6'w O U CRATG W. 3. KO'TARSR Lic. No. 0402048507 &" -712-7120 , M E O 0 rn � N Vi N C >E w ° E Lu LL 3 o W 0 w o m W L M d J U m W J —� N z W w M 3:o x LL ix Q v _ N N = U > F 0 o O1 N co � M a� N z 0 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' JOB NO. 42231 SHEET NO. D1.0 F? 0 m 0 3 c a 00 oX dZ 00 o 2 c A — a c m a- 0 x3g 0 Z 0 m OB � a oi; �3 n > 2 � rn X x c 0.0 m� m h 0 0 12 0 c E `o M 0 m 06 a c �c 10 :2 0 o 2 � o �15 a c m m 0 A 0 nE c E F_ L INTERIOR PARKING LOT LANDSCAPED AREA m L PARKING LOT LANDSCAPED AREA 3,093 SF 2� / / HIGHWAY COMMERCIAL ZONE / C-1 COMMERCIAL ZONE AULF,I IVAUI 2� ^^O� V U�Q O� Q 'V Cod �447 .1 O OS� � ,I � G° AREA ( v PROPOSED AUTOZONE 6,964 SF 1 STORY CONC CURB QUE BIC(3) IT\A VIR (65) UL ALL(6) PLA A E (8) HYP PER(29) ILE WIN(7) ILE INK(10) CAR SED(39) C /p w co s — OHP j;k— .;'�k OHP OH 10" Uc. WATER LINE PER MARNOUT (10' U.0 (70) R SED CAR SED (8 —10 W w 10 W 10 10"W 1, V / 21" RGP- - / / MAT - - - - - - _--- -TRAFFIC71" RCP VAULT❑ // O — - _ 21" RCP 100 S E M I N O L E T R A I L 301.5' IT VIR(5) WE (5) I E WIN(10 ITAVIR( 04 to All G G / VACANT UTILITY (9) GIN PRN j 8„ SAN ° a a a. (9)ILE WIN (15) ITE SPR E- "SAN L o - 1 — _ _ _ D _ G __ — — G — G ILE INK 8"SAN—F— ITE SPR(25) ILE WIN(14) ' W. III W6. 14 2/3/2020 M E O 0 � U N Vi N C > E ° E w ¢ LL o 3 �w— ¢ _ U m Z d�—v i O d O N d C7 W �M 3oNx LL vOi ix w � h Z h 2 C N Z W W Ln= = U > F oN ;Lu 00 Lu a v 2 2 00 �� VO is 0 o0 C7 0 H o rno Lu LLJ N H = Q \N ¢ ti N z O DATE Ln 0 711612019 DRAWN BY M. RACHNER } • DESIGNED BY • M. RACHNER • CHECKED BY F. HANCOCK • • SCALE 1"=20' N z J J H� W Z O � Q J J z � O I /— W = ct�J U U�o W 0'] w Q J z 0 N O 0 c a e L SCALE 1 "=20' 0 20' 40' JOB NO. 42231 SHEET NO. L1.0