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HomeMy WebLinkAboutWPO201900043 Plan - Other (not approved) 2020-02-05SITE DATA: TAX MAP PARCEL: 061WO-01-OA-00300 PARCEL AREA: 1.42 ACRES LIMITS OF DISTURBANCE: 1.38 ACRES ZONING: C-1 (COMMERCIAL DISTRICT), ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: FIRST ORDER, LLC 4383 HECKTOWN ROAD BETHLEHEM, PA 18020 JACK W. SHOEMAKER, L.S. (610) 365-2907 JSHOEMAKER@FIRSTORDERLLC.NET MAY 24, 2018 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND UTILIZING HTTPS://WWW.NGS.NOAA.GOV/OPUS/) UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED AT THE EASTERN CORNER OF THE SITE. WATERSHED: MEADOW CREEK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED PROPOSED FRONT MIN: 10' MAX: NONE* 10, SIDE/REAR MIN: PER BUILDING CODE MAX: NONE 3' *PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY USE PRESENT: ABANDONED PARKING LOT PROPOSED: 6,816 SF COMMERCIAL/RETAIL BUILDING MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 21'-0" PARKING TOTAL EXISTING PARKING: 70 SPACES, 4 ADA TOTAL REQUIRED PARKING: 53 SPACES MIN. (3) ADA SPACES, (1) OF WHICH MUST BE A VAN SPACE GROSS FLOOR AREA (GFA) = 6,964 SF AUTOZONE RETAIL SALES AREA = 80% OF GFA = 5,571.20 SF 1 SPACE / 100 SF RETAIL AREA (FOR FIRST 5,000 SF) 5,000 SF X 1 SPACE / 100 SF = 50 SPACES 1 SPACE / 200 SF RETAIL AREA (ABOVE 5,000 SF) 571.20 SF X 1 SPACE / 200 SF = 3 SPACES TOTAL PROPOSED PARKING: 55 SPACES, 3 ADA COMPLIANT, 2 OF WHICH ARE VAN ACCESSIBLE IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.87 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.85 ACRES (TOTAL FUTURE DEVELOPED IMPERVIOUS AREA: 0.94 ACRES) VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL 10TH EDITION USE: AUTOMOBILE PARTS SALES (843) AVERAGE RATE = 55.34 TRIPS PER 1000 SF GFA 6,816 SF GFA X 55.34 TRIPS / 1000 SF = 378 TRIPS/DAY DIRECTIONAL DISTRIBUTION: 50% ENTERING, 50% EXITING UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): RETAIL: 250 GPD/1,000 SF = 6,816 SF X 250 GPD/1,000 SF = 1,704 GPD TOTAL GPD = 1,704 GPD AVERAGE HOUR: 1,704 / 24 = 71 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 71 X 3 = 213 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 213 X 2 = 426 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RETAIL: 6,816 SF X (250 GPD PER 1,000 SF) = 1,704 GPD TOTAL: 1,704 GPD AUTOZONE VSMP/WPO PLAN - WP0201900043 ALBEMARLE COUNTY, VIRGINIA Charlotte Yancey Humphris Park OAK FOREST 0 # Forest Qr URTLE CREEK CONDOS d G 7/16/2019 WYNRIDGE STATIO Q Wood Grill Buffel G0111rT10r1WeaItf1 � Kno C WESTFIELDf4' 4 BRANCHLANDS SITE LOCATION BRANCHLANDS �''`"`' ,. RETIRE. VILLAGE 19 Cosico Wholesale 1= COU Regal Cinemas - E R B R O O K Stonefield 14 & IMAX NGLEWOOD Q CONDOS E R R A C E Seminole Square Trader Joe s 9 B R 0 0 K M I L L ° CONDOS ar- VICINITY MAP SCALE: 1" = 1000' .�, . f4 r .. 4 a CrYM�r1� r k OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904-4218 TELEPHONE: (434) 982-4848 DEVELOPER: AUTOZONE, INC. 123 SOUTH FRONT ST MEMPHIS, TN 38103 CONTACT: KEVIN MURPHY TELEPHONE: (901) 495-7625 EMAIL: KEVIN.MURPHY@AUTOZONE.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG.KOTARSKI@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 NOTES CO.2 EXISTING CONDITIONS C1.0 SITE LAYOUT C1.A SITE DETAILS C1.B SITE DETAILS C1.0 SITE DETAILS C1.1 GRADING & DRAINAGE PLAN C1.3 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 = 19 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. fo� C1.0 G W J. KG R ICI r� Lic. No. 0402048507 7 k?I 21 �/ 20 rn E O O M U N � N � Q O > E w g E Q U. o w af Uj r a_j Von Uj - Ln M p N (3 W N O x = v N = U > � 1— Q U� C rn O N L� a� 00 J Ln 0 0 0 w > w_ U Q z 0 Ln 0 a a U-) U-) O O U') U') W W CZ CZ DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A Uj J I I --I > U) Uj O j J z � oC w O > w J U Ua w m Uj Q z 0 N 0 JOB NO. 42231 SHEET NO. Co. o L GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. N/A 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS UIREMENTS OF THE PERMIT. WHERE ) Q ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. FIRE DEPARTMENT 1. BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 2. A KNOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. LOCATION TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13.51 . 4. AN APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. 5. IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM. 6, WHERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50, OR FOUR STORIES, AT LEAST ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS OR MORE PERMANENT STAIR ARE ERECTED AS THE CONSTRUCTION PROGRESSES. 7. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40, IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. 8. SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION. 9. WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. 10. CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. 11. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE BEEN ACCUMULATED. 12. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED WITHIN 100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000LBS. 13. A PERMIT IS REQUIRED FOR FIRE LINE INSTALLATION. A DETAILED DRAWING (2 SETS) SHOWING FITTINGS AND THRUST BLOCKS MUST BE SUBMITTED WITH THE PERMIT APPLICATION. ONCE INSTALLED, THE FIRE LINE REQUIRES A VISUAL INSPECTION AND A PRESSURE TEST INSPECTION BY THE FIRE MARSHALL'S OFFICE. 14. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. LANDSCAPING IN THE AREA OF THESE ITEMS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE FOOT RADIUS ON MATURITY OF THE LANDSCAPING. 15. NO VEHICLE/MACHINERY OF ANY TYPE, CONSTRUCTION MATERIALS OR CONSTRUCTION DEBRIS IS TO BE PARKED WITHIN 15 FT OF EITHER SIDE OR IN FRONT OF A FIRE HYDRANT. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 6. ALL RCP STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 7. IF PRE -CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK, A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. 11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 12. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 13. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 14. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 15. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 16. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 17. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2012/2015 UNIFORM STATEWIDE BUILDING CODE, 2012 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 18. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. SITE PLAN LEGEND EXISTING PROPERTY LINE POST/BOLLARD SIGN BUMPER BLOCK SATELLITE DISH ® TRAFFIC CONTROL BOX O UNKNOWN MANHOLE - - - - - - - - STORM SEWER OO STORM SEWER MANHOLE ® CATCH BASIN ® CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN ---SAN--- SANITARY SEWER OS SANITARY SEWER MANHOLE -w- WATERLINE C WATER MANHOLE ® WATER VALVE WATER LINE MARKER _6_ FIRE HYDRANT MONITORING WELL GAS LINE GAS METER GAS VENT GAS MARKER COMMUNICATIONS/TELEPHONE LINE OO TELEPHONE/COMMUNICATIONS MANHOLE ❑ TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT - - -UGP- ELECTRIC LINE m ELECTRIC MANHOLE 0 ELECTRIC PULLBOX s ELECTRIC METER O UTILITY POLE a' DECIDUOUS TREE GUARDRAIL X - FENCE -XXX- MAJOR CONTOUR - - - - XXX- MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes PROPOSED WATER G GAS STORM SANS SANITARY UGT COMM DUCT BANK UGP ELECTRIC DUCT BANK ® l CATCH BASIN STORM MANHOLE SANITARY MANHOLE �)0 ® SANITARY CLEAN OUT PO4 FIRE HYDRANT { FDC METER SETBACK - AT/FP STANDOFF ® WATER VALVE 4 GAS VALVE O BOLLARD STREET SIGN ❑ GAS METER � = � LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR ♦- SITE LIGHT OX PARKING SPACE COUNT GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT Tright-of-way, 1 Prior to an construction within any existing public 'including canncction to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately 1-cflcct the requirements of the permit. Where an discrepancies occur the requirements of the alit shall govern. p y P q p 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erasion and siltation control measures shall be provided in accordance with the approved erasion control plan and shall be installed prior to any clearing, gracing or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2.1 (horizontal:vertical), Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6, Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic: Control Devices. S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with [OSHA Standards for the Construction Industry (29 CFR Part 1926). C � U C .C1G W J. XG ARF,KI r� Lic. fetes. 0402048507 H 2/ �/ 20 m E 0 0 rn � N � N � > E E ~ U v Q �! � o C) LL w O ro af LU r a_j U0G w J - Ln a > o N (3 W N O x af W 0 � o a Z U (1)N = U > Ln Q CU� rn O N a� 00 J 0 U 0 0 w w U Q z 0 0 CL 0 (A Z 0 rn LU N Q 0 DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A Uj J J H� Vl Uj 0>�a J � =) w o <U F--- LU = J O Z Ua w m LU Q Z O N O D L- FM JOB NO. 42231 SHEET NO. CO. I .P /� / `�2-^ ASPHALT PAVEMENT O / / CONC_CURB l / PARCEL ID: 061WO-01-0A-005,40� U P-64" LANDS N/F CHAXU INC. A _ D.B. 2614, PCs. 0-13 �`' UI I {I LA\ RS ELN/f ID. O&IW LI01 POR0200 USE: HOTEL / I STORY / / P-53" 1 II GRASS II D,B, 2244, PCs. 354 / MASONRY / / T-66" I I II II 1 USE: RETAIL / LA / BUILDIN p� - _ HIGHWAY COMMERCIAL ZONE / l' T-3" ' Q�z s _ _ = = = I = — _ — — CONC-CURDs �� � _ — coNc cuae `=i = _ / ASPHALT NT / P-52" --t/s N-4X '33" E L/s 280?DS� �T�36" LIS = \ C-1 COMMERCIAL ZONE l/ l / BE T-3" 3 - — —'% — — — — — — —� — — — _ REBAR 7o ) / //��y�� - ASPHALT E T-36" — — _ / \ +lli/ \ \ / \ II /1/ cRa /' / r T b" \ \ \'CONC. \ \ 36"� \ \ — — �\ \ \ 2 T 6" {, \ \ CONC. 1 1 / / , / - PA \ \ \ \ \ \ \ \ \ �si9 LIS // \ PAVED /l I IjlAuar T 3 T 6 ASPHALT a / p� PAVEMENT rlviPARCEL ID. 061W0-01-0A-00400 L_— LANDS N/F SHEOU-JONG CHIANG 4 YUN LI I cRass D.B. 1546, PCs. 031 / 81I I / PARCEL, ID: 061W0-01- 00300 / / v LANDS N/F UNIVE'R.SITY OF VIRSINIA.FOUNDATION USE: RETAIL / c�3I I I I , �IVAULT,' / � \ \ ASPHALT � \ PAVEMENT DAB. 3296, . 514 ASPHALT \ \ \ \ \ PAVEMENT / \ 6pU 40 WIDE GAS MAIN EASEMENT / III I ' 1 / \ \ \ \ � \ \ I / ACCESS PER D$. 411, PCs. 341 BASE \ \ \ T 3" / ASPHALT / / / / / / \ \ \ \ (`� / / (3)T 3 / PAVEMENT // / / / / / \\ 1 T-6" GRASS \\ _ J/ GRASS / / \ / / \ \ _ _ _ 462 \ I II \ II T 9 / / /a��//�' '/fie / / \\ /' / \ \ i i I II , - �'' GRASS ' / BENCHMARK 1 I II PAVEMENT GAS MAIN EASEMENT / / d�/� //�// / / ASPHALT MAGI NAIL I I I I I I 43" HOLLY // \ �' / PER D.B. 169PCs. . 113 // //�// ELEV=461.45 Q 43" HOLLY 'ASPHALT I I �c ��% / STORY (PAVEMENT v0- 1 1 MASONRY BUILDING: / GRASS �� ' T-4�� / I / � � I ► �w � Q,I APPROXIMATE / ' � I / 0) \ LOCATION OF / / `ti \ \ / I 1 1 T CFO ?�'467 y / GAS LINES. ��// � //07 � II l cRas /l 46 GRAB; T I /I /r / -24" / a / ' 1 // \ / al ,/ I `) /$ /' //may , — ,A6 / "J GRASS GAS. \ \ \ \ \ \ "\ \ \ /\(7 //V lII I IlSI r MH RI465.96ASPHALT POLE L—PAVEMENT 45" HOL4 H046 SAN.MH — — — — — — — — — — — — — — --- — — — — — L WRIM= VACANT ATE� (a)INV =44.14 (b) INV =444.14 Li \ GRASS �� ' E 8" 4AN — " SA 8 (c) INV=449.34() II — f 8"SAN — 8" SAN -1— — ty" MH ) I I c METER VAULT E 8" S N — — — s �" S -� � 8' S\AN r — — 8" SAI� \ f 8" SAN — — — — b a/ \� G I ASPHALT I D RI=464.87 \ RIM=465.22 I / \ \ \\a/� I PAVEMENT REBAR TO BE (a) INV=460.84 I I I I CONTRACTOR TO VERIFY / GAS, / \ �,� \ \ I I SET (TYP) I �„ ' (b) INV=461.79 III I I INVERTS TO ENSURE \ PaE \ \ "A' \ � \ \ \ \ � 12 SPJCES I SANITARY SEWER DEPTH �/ �56, , \ \ REBAR To BE 0 Ir GRASS �rs" i / \ \\ \ \ \ STa4M MH \ SET ( P) I I % �/ / \�A \ \ I PRIOR TO THE START OF REBAR TO BED \/ GRASS \ \ cRass �'' -Rn►k D.So P / cr I PED / \ � CONSTRUCTION. SET (TYP) / � \ \� \ g � — � � \ VA LT INv-4�.�-II I I I �/ � \1 )HP OHP /— —\ — OHF1 — — OHP— —�OHP — O/1, OHP OHP I —I O P— „ / �— HP �Ot�—/1 0„W 10„W 1O„`�, UC WAIER LINE PER MARIFOUr j10' D.L) \ I �0 / / j STORM MH _ VV 10' W /'/ RIM=466.07 IND 460.07 L� P.O$. 21" fir' CONC. WALK-------------rt--- _ u " W GRASS W MH ,/' MAT D = _ - �fRASS- - - - - T \ TRAFFlC 5� W �` S 4(d�I�'4(d l� \ 19.17 RIM=462.44- / 0 / -- --- _ __ L - - STORM MN CONC WRB W =�— 21P _ _ VAULTS 16.05' \ (a) INV=45382- " OU1T — — — — — — — — = — _ _ - \ - - - - - - - (b) INV=45364 r / � I R=5000' \ /11 ��_I RIM=4504 _z \ 21" RCP-CONC--YYAS - j) (°)/ \ �// \ A=67°01'29" \ IN1=455.61 / — — L� — _--------- / cRAss l D _ i� / 1 CHB=S 06°465B" III I \ ' PARCELL "A" 364 S.F. — — — — — -7- cave CUCW26 / ROW DEJ71CATION TO VA DO r / �� h6 PEF;�.B. 3891, PCs. 1-10-1-11 g ph Z b \ / � /✓t D$. 3891, PCs. 16i 40'WIDE UTILITY EASE,I"eNT PER D.B. 410Cs_12 SL/tNOLE TRAIL ' ROUE 2J �- / VARIABLE RIGHT -/OF —WAY / / / a GRASS MEDIAN L / S9,00 AT) T — SPEEDS LIMIT 45 Aap CONC.CURB G= _ = GRASS —-------- MEDIAN — — G —G GRASS MEDIAN GRASS MEDIAN :.; PSI �-�, q� Lic. No, 0402048507 M >_ CD 0 0% U N vi > E Lu °' E Q u. fL C U. Lu O ra OC WJL M co a- HU -J — vj d ( p N U` W N z f- °' m O x C U j a C Lri rn N >� M a� 00 J ko H 20 z O rz U z W W O 0 0 > U U Q 0 CL CL z z O O W W ct� ct� rn Lu N O ti DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' ui J J H� V / w z a O O}� J z 5 Z O O w U J V U Lu z [fl w Q z x o W N 0 Q a a; tn U C 0 0 w co 0 a C o_ T c as 0 a 0 C m t tn 70 C a3 as o_ c `o 3 C L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. CO.2 KEYNOTES BUILDING 8 PAVING / PIPE GUARD - SEE DETAIL 16 / CIA / DUMPSTER LAYOUT SEE DETAILS 8,9,10, 3 II / CIA / �M SERVICE DOOR PLAN - SEE DETAIL 15 / CIA ® BOLLARD PLAN - SEE DETAIL 14 / CIA CONCRETE VERTICAL CURB - SEE DETAIL I / CIA / © SLOPE END OF CURB 4:1 07 NEW CURB CUT AND APPROACH. VDOT-STANDARD GG-11 ENTRANCE - SEE DETAIL ON SHEET CI.B. 'V:=/ CONCRETE PAVING - SEE DETAIL 3 / CIA. EXPANSION AND <v / CONTROL JOINTS SEE DETAILS 4 3 5 / CIA. MAXIMUM SPACING FOR CONTROL JOINTS IS 15' O.C. EACH WAY. ASPHALT PAVING - SEE DETAIL 2 / CIA. 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) IINPARCEL ID: 061lU0-01-0A-005A0��� ��� cps P-64" � `� �p� // 11 4" WIDE DIAGONAL STRIPES PAINTED WHITE AT 2 FT. O.C. LANDS N/P CHAXU INC. �� p / D.B. 2614, PCs. 013 `' U PARCEL ID: ADRENALINE LL � � �\d HANDICAP PARKING SIGN - SEE DETAIL 12/ CIA G.C. TO USE: HOTEL / P-53" I I LANDS N/F ADRENALINE SPORTS LLC `�1r / 4MASO STORY I GRASS I D.B. 2244, PCs. 354 I // // PROVIDE ONE VAN ACCESSIBLE SIGN. /NRY �� T-66" 1 II — II USE: RETAIL II /UILDIN 13 CONCRETE SIDEWALK - SEE DETAIL 13/ CIA FOR SIDEWALKS T3" _ _-- __ — __ __� S �I =__ ____ CONC. = __= JI // Pear AROUND BUILDING HIGHWAY COMMERCIAL ZONE — — / ONC. CURB — —T z�„ ( 14 ACCESSIBLE RAMP -SEE DETAIL 15 /CI.A -MAX. SLOPE 1:12 P�52" L/s C-1 COMMERCIAL ZONE �� \ // / 4.2 22, _ 3 � � � (8.33io) ,MAX. CROSS SLOPE 1:50 12.009-0 TRUNCATED DOME II / GRASsl CG-6 17 15 CG 2 15 CG-2 17 G-12 / TO BE A CONTRASTING COLOR. CONC. 4 15 NEW LANDSCAPE AREA - PROVIDE 3" TOPSOIL 3 SOD. SEE PAVED ® 15 // / ASPHALT SHEET LI.0 FOR ADDITIONAL INFORMATION 18 / PAVEMENT � L®Tv A g' ° R25' 16 12' X 25' LOADING SPACE PARCEL ID: O&IWO-01-OA-00400 — / vAUL R3' R R3' 10 R3' / LANDS N/F SHEOU JONCs CHIANcs 'TUN LI10 24' 8' R3 10 R3 CG-2 / 17 LIGHT POLE - SEE DETAIL 19 / CIA D.B. 1545, PCs. 031 21 // O USE: RETAIL // III unuLr„ R32 SA 09 �✓ MILL $OVERLAY - SEE DETAIL WP-2, SHEET CI.B. 6 / I � / � ZN R3' O9 STOP A,O N � % ^�� 40'WIDE GAS MAINEASEMENT I / D G G � � �► BAR { / �40 j GENERAL NOTES D PER .B. 411, PCs. 341 / / CG2 7 CG 2 / p / II R8 ° ° °9 2, ° ° ° ° ° 13 ° 5' 3 ° 3 R3' 15-CC2 R5' 18 // 1. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE a 1 / / ARCHITECT OF ANY UNACCEPTABLE AREAS. / aASPHALiur / // / / / 6 96.8' 1 /cRAss / // � R3' R3' C 35' / \\"J/ 2. PgDvEMENNEW PAVEMENT TO BE FLUSH WITH EXISTING / �, / 3. ALL SIDEWALK CURB AND GUTTER STREET PAVING, CURB CUTS, AREA 8 ° 2 /S GN DRIVEWAY APPROACHES, HANDICAP RAMP, ETC. 0 O ° R3 // CONSTRUCTED OUTS DE THE PROPERTY Y LINE IN THE O / / RESERVED PROPOSED 13 /O / PASPHALT AVEMENT RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR FOR BENCHMARK AUTOZONE 7 `� // / STATE SPECIFICATIONS AND REQUIREMENTS. GAS MAIN EASEMENT / / �/ / FUTURE MACS NAIL 6,964 SF ° 118, PER D B. 1694, PCs. 113 DEVELOPMENT ELEV-461.45 1 STORY 74.2' 10 0�/ ��� 4. FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND/OR ° R3' // REPLACE ALL DAMAGE DONE t0 EXISTING ELEMENTS N 15 5° �� �w (SIDEWALKS, PAVING, LANDSCAPING, ETC.) AS REQUIRED BY ��/ OWNER AND/OR GOVERNING AUTHORITY. 18 I STORY C� MASONRY BUILDIWs GRASS / IRECTIONAL v 5' ° 15 5. FOR PROPOSED UTILITY LOCATIONS, SEE THE UTILITY PLAN. RROW (TYP) ° 12 / CG-12 r� (o. CONCRETE LOCATED AT DUMPSTER PAD AND PARKING D 9O "1 w ti // / SPACES SHALL BE HEAVY DUTY CONCRETE. SIDEWALKS z ° ° 14 14 �� // / SHALL BE STANDARD DUTY CONCRETE. ° 4,, ° ° 0 // � O�// / 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE 24 13 ° ° ° ° ° a ENTRANCE CORRIDOR SHALL BE ELIMINATED. 6.5 ° a a ,° 6.3' ° 5O 9' 8. ALL EASEMENTS SHOWN ARE PUBLIC EASEMENTS. 15 1I 15 ° lq a 11 /// / SWM FACILITY O ° a O a ° a o / EASEMENT (SEE Q a 3 ° a a ° a /g SHEET C2.3) (� a ` �� ° ° ° ° °� W R5' 8' -;: R3S ° R3' 18' 8' 8' 9, R3' G � G / jII GRASS/ / z 0 24'� lip I l ASPHALT / III D D R32' / PAVEMENT D / / 6 / / \ D R3'l0 l0 R3' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — VACANT WA1ER — — —-91— LJI rI I 1 MEIER VAULT GRASS 8" S N — 18. 15 I \ R.. 8" SAN — O - „ SA s �—f 8"S N——f 8"SAN— 14 o II 11� \ \\ 15 CG-6 I I , \\ — 17 15 e I 17 GRASS T �� GRA \ \ 10' SETBACK w— 21.9L / ED \\ - PHP— OHP— /— OHF— — OHP - OHP — OHP— — — — OHPl� 6f FP— OHP „ " HP— — — �� „ 1 r%ll LIC WA RR LINE PER MARKOUT (10' D.L) 1� / \ / 10 W yVV 10'W — 1U"V\E1 'W 1011W CONC WALK GRAB / / MAT / � — — ------VAULTS CONC. 0� — CURB W�T1ER — — — — — ---------- QXC-WALK— — �A� MONUMENT SIGN. SHOWN FOR INFORMATION ONLY. PORTION OF 10" DIP TO BE RELOCATED BENEATH PROPOSED STORM PIPE. SEE SHEET C2.0 FOR PROFILE. -- 13 40'LJIDE UTILITY EASEMENT PER D.B. 411, PCs. 12 SEMINOLE TRAIL AKA U.S. ROUTE 29 (VARIABLE RIGHT—OF—WAY) 59,000 ADT — SPEED LIMIT 45 MPH- - a" GRASS MEDIAN CONC CURB GRASS ----- MEDIAN [e>= GRASS MEDIAN = CONC CURB CRASS MEDIAN SCALE 1 "=20' NOR 0 20' 40' 1 CRAIGW W. J. KOTARSKI W' Lic. No. 0402048507 k�z 20 M E CD 0 N N N > >_ w ~ U a ''" 0LL o^ w o ra Q j U so Z w H — uri O aiANON (� W o < j u X U w u .E — w 6 ~ ~ = c N Z W W = U > Lr) 0 co Lri 0 0 N ; wZZ a� co J C>w o0 a a vi � Z Z O C7 O o rno > w �o U \ M Q +� N z O DATE U) 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE 1 "=20' • CL W J J w OQ J � .,/ z 0 L.L o Q Q w J J UQ W w m� w Q z O N O JOB NO. 42231 SHEET NO. C1.0 L L Notes- 1. Install expansion joints in the curb at a maxiimum spacing of 20' o.c. 2. Landscaping materials, grass, sod, mulch, etc. shall be flush to I" below top of curb/paving/drainage openings. ### NOTE TINS DETAIL ONLY TO BE USED AS NOTED ON SITE PLAN #__ 8" 6" Pavement surface I,,,I I I,;,I I I,;,I I II I II ••o• �~• IIIIII III I I � • • • — • .. > � •IIIIIIIIII Compacte -I II II 1 05 top 4 bottom subgrade NO SCALE 1 CONCRETE VERTICAL CURB SIGNAGE NOTES: DIMENSION 4 TYPE Pavincl Area A B C D Drive Aisle 2" 2 511 all (oil Parking 2" N/A 8" (oil Asphalt Topping (SM-9.5A) Binder Cr. (BM-25.,af Type 215 Aggregat Compacts Subgrade NO SCALE 2 ASPHALT PAVING SECTION DIMENSION 4 TYPE Concrete Section A B C Standard Duty5" 4" see note Heavy Duty 6" 4" see note Dum ster/A roach Pad 6" 4" see note NOTE: Compacted subgrade should Ice as specified in soils report, 4000 PSI cone. n paving (min.) w/ w wire mesh a Compacted X a X X° D Aggregate base II (type 21A stone cover) ° °, ,° _ °1 -III-I � I -I � I -I � I -III -III -I � I -I � I -III -III -III -III � I C I -I I � I -III -III -III -III -III -III -III -III -III -I I -III III-III-III-III-1 1 1=III-1 1 1=III-III-1 � �_� � 1- Compacted Subgrade NO SCALE 3 CONCRETE PAVING SECTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 4 nx6u 18'-0" CLEAR THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY Treated Pine 5'-0" 8'-0" 5'-0" REVISION THERE TO: enclosure I IN A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. over treated B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. pine framing o 0 [Trash Trarh C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE Dumpster Dumpster SPECIFICATIONS. 6 I.D. Steel`L— D. THE 2000 INTERNATIONAL FIRE CODE. Post 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE � FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHERA CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN Gates. See NOTE 1 ABOVE. detail, this,Z �"Z sheet 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING SOLID WHITE LINE 24" (TYP.) il= J I� 12 VARIES STOP BAR DETAIL NO SCALE 20 STRIPING AND SIGNAGE DETAIL NO SCALE NO SCALE 8 1 DUMPSTER LAYOUT 209 watt LED I'D" series area light fixture one per pole. See site plan for pole and fixture II locations and II orientations. I I Light fixtures II and poles are i I furinished by 1 AutoZone and II installed by I I Genera I I I Contractor. II Light pole base II cover -install 11 over anchor 11 bolts 11 11 Light pole II base plates II Greenstreak Paving Cap Seal Profile 0610 - See specifications for additional information. N - t -4T z N 3/4" Sawcut joint - fill with self leveling elastomeric sealant NOTE: SEE SITE PLAN FOR SPACING REQUIREMENTS NO SCALE NO SCALE .4 TYPICAL EXPANSION JOINT 5TTYPICAL CONTROL JOINT Alemite 1610-13L 8" x 8" x 1/8" hydraulic re fisting to be gqusset plate (INSIDE ONLY) Top of wall elevation. See site or grading accessible for maintenance` I 1-1/4" OD hinge (0" long All corners I" weld a 3" O.C. plan IT \ all around 411x4" treated wood - (0 x 1/2" to hinge 4 gate post at 6'-m" O.C. MAX. spacing 'Lit 311 x 7-I/41 Gate frame 2" x 2" x l/8" s 5/411 x 6" treated O.D. tube. steel tube pine vertical boards Weld collar gate frame to post. p welded joints Treated 2"x4" Cont. (0" I.D. pipe horizontal nailers gate post Concrete slab N NOTE: PAINT ALL GATE FRAMES 6" nom. I.D. rl? nished qrade varies. AND PIPES RED. gate post filled-472 i9ee graying plan with concrete NOTE; rounded top. IIITURN DOWN dia. hole filled with See bollard detail 1 1 1 1 SLAB BETWEEN concrete Lug 1:12MAX o°4 1:12 MAX WHITE �/ STRIPE t1 61 �k L Lu LU m HANDICAPPED PAVEMENT 41'f 4" SYMBOL (TYP.) 2" NO SCALE (SOLID BLUE) HANDICAP PARKING DETAIL 5/4" x 6 square ed ed treated pine boar with 1/4" gap. Screw to frame Latch detail. with galvanized or See Beta i 13 sta inl-ess steel screws IS'-0" CLEAR V-111/2" 8'-111/2" El 4"f 4" of parking 2" hinge 6" le. UT s WOOD POSTS. NO SCALE 11-011 NO SCALE 9 DUMPSTER SECTION WOOD 10 GATE DETAIL FOR DUMPSTER ENCLOSURE NOTE: This drawing Handicap Sign as required resents the minimum by Local and State ordinances represents mounted on face of building. foundation requirements± if more stringent drawing is HANDICAP #Gcreenstreak Shown in structural then it NOTE: ADDITIONAL SIGNAGE 632 shall govern. MAY BE REQUIRED (FINES PAPoGNG ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/ GOVERNING AUTHORITIES #632 1/4" 6x6-WI.4xW1.4 W.W.F. us 5" sq. steel pole bronze max. finish with 4 anchor bolts 2" square tube with Paving SLOPE 1/4 per FT. closed top. (TO BE USED ONLY IF SIGN IS _ X ' X _ X X - NOT BUILDING MOUNTABLE) s ° ° ° ° a Note: 3 - X Anchor bolts to be 3 III- L=" 1 1 1 l-III-111� 1=1 1 a ° installed perpendicular a 'I1- a I, Comp. granular fill to curb on single head - - - - - - =1i _ II —ICE SeeSpecifications N ° -III=III=1 III=III= _ ;'ITI Buildin poles. Rotate 45 a III —III III —III- 8 founda"%n degrees to diamond =0141 IIIINote. #5 continuous T. 4 B. bolt pattern on dual head poles. W I' Dimension Height Mounted on face of building. 60"-12" above sidewalk Mounted on Pole off building. NO SCALE 80" minimum (Clear head room) 3/4" = 1'-0" High wind anchor bolts 12 TYPICAL HANDICAP SIGN 13 TYPICAL RAISED WALK SECTION 1"x36"x4" hook Standard anchor bolts a"xl7"x3" hook Smooth plastic red Levelling nut (4 locations) Rolling overhead steel door 3/4" chamfer (See plan and details) Finish grade or top of Paving, See site plan for Line of location block 6' -0" Pipe guard Door opening see Beta i I this sheet sleeve. See spec. 6" Steel Pipe filled w/ Cont. Top of paving I' (04 steel pipe set in 18"� hole filled with concrete 311 Granular base Electric conduit CENTER PIPE GUARDS 1.6 at bottom of hole NO SCALE NO SCALE ON EDGE OF OPENING NO SCALE 19 20' TYPICAL SINGLE LIGHT POLE 15 PIPE GUARD @ SERVICE DOOR 1& TYPICAL PIPE GUARD SECTION EXPANSION JOINTS 20'-0" oc. MAXIMUM 4 SPACES a 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN SEE LAYOUT E SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTESN DUMMY JOINT( TYP.) Q A 14 lu LU c0 c0 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT W > SEE SITE PLAN FOR CONTINUATION PLAN VIEW CURS OR GUTTER LINE NO SCALE 18 CONCRETE SIDEWALK Note- w Rub II concrete �11 a p base smooth °. II° °�11•Tf a 24" dia. concrete base. Min. reinforcing 4 15 bars vert. 4 1 03 ties eq. space a w Sealant `,° a< w II�II III II -111� III W IIIIIII G +s � a II II133 1 -1/4" 6' MIN. III I �ollarube I I I field Cane bolt See detail welded to 1.6 g�ate post Space NO SCALE i INT'L BARRIER FREE SYMBOL NOTE: MOUNT CANE BOLT AND Cane bolt GATE LATCH ASSEMBLIES guide (2) THROUGH FACE BOARDS �-' steel tube Cane bolt 3/4" INTO STEEL FRAME -V cold rolled steel rod. Drill 1/8" hole in lop of slab slab. Size to fit bolt. C,4NP DOLT 8 1/2"x2"xl/4" 1" GAP 1 I/2" washer welded � to 3/4 bolt latch plate with rounded edges Latch plats 3/4" 1-1/211 washer 4 bolt handle welded to 3/4" bolt bolt for stop STRIKE ° stop bar 1-1/2"x6"xl/4" bent F R0NT plate strike with SIDE 1-3/4" dia. bolt through frame DOUBLE G,4TE L,4TCIH NO SCALE 11 GATE LATCH / BOLT DETAILS 15 CIA 41. -- -- --- -- -- — — — -- -- -- -- ----- 1'-01/2" 1'-01/2" 5'-Oil 5'-0" F-0" 5'-0" 1'-01/2" 1'-01/2" 9'-5 1/4" NO SCALE 141 50LL,41R1) L,4�1'OUT FL,4N - ro5w2 3j40'2 TRUNCATED DOMES e PAVEMENT LANDING AREA F SIDEWALK LANDING AREA GROOVES, 1/4"-3/4" WIDE AND 3/4" 2" 1j4 ,3j4�,I LANDING AREA � / -�` i;� M �pt1P LANDING AREA ON CENTER, ARRANGED SO THAT WATER WILL NOT ACCUMULATE. 5' 6' 5' MINIMUM 6' S' I r SEE SITE PLAN r 1 NOTES: CROSS SECTION SIDE AL I. RAMPS SHALL BE PAINTED THE SAME COLOR AS SIDEWALK RAMP EXPANSION JOINT MATE _AIL STRIPING AND THE TEXTURE SHALL BE BUILDING ADJACENT TO BUILDING lTl P.J 0000000 0°O°O°0 0 0 0 0 J 000000000 0 A o m m 5' 1:12 0 ° MAX o ° 1:12 MAX 00 1 00 1 0 0 00OJ000 Z 3000 °O°° 0 0 o°o°o°o 5' MINIMUM 6' 1 LANDING Ott �i i t rLNn AREA PLAN 1i CONCRETE ACCESSIBLE RAMP 1/2" EXPANSION JOINT WITH SEALANT 4" 8" �a 5" ROLLED GRAVEL BASE gk5b SECTION A —A LANDING AREA SCORED GROOVES. 2. THE 50TTOM OF THE RAMP SHALL HAVE A MAX. 1/4" LIP. 3. CONSTRUCT PER ADA STANDARDS. 4. IF MAX. SLOPE OF RAMP DOES NOT EXCEED 1:20 THEN NO COLOR OR TEXTURE CONTRAST 15 REQUIRED. 6" X 6" W12xWI.2 WWF` DUMMY JOINT W SEC-650]- 1/4" n DUMMY JOINT N.T.S. g `� I� `� U CR.0 1:G 4 J. KGTIARSKI r� Lip. No, 040204850', H 2/ 20 In >_ C)O N � N � > E N W ~ U v 3: Q�t; 3: oU- LU 0 1 W � cv1 �� Uo� 2! 0. 0 a 5: o N rJ U' UJ a z � :=� X <� U w �< 0 = U 'n Q OO o N >OO In W 0- 00 -1 CD LU O O as Ln U-) U-) 0 00 = cn cn 0 �� o rn o W > LU�o N ~ U Q C) N z 0 DATE cn > 0711612019 0 DRAWN BY A. FONTAINE } • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE • N/A • UJ J J 0 H� r>^ U) UJ 0 > 0 J 1-- 0 ~ U W w Q J °C W 41 Uwe m LU Q z O N O D JOB NO. 42231 SHEET NO. C1.A �a 3O O C7 CO 1)o o g T � -0 E �o o= or- zN O 2a �x �a) o � o o .§ o � > y U X a).0 O U :E2 E � m O o 0 E 6 U N O L� U OCn c m O O U 2 CU CN V� o � U a 0 EnLD - .E L ■ TRANSITION BETWEEN a4 4 PIPE DIAMETERS WHEN DFFERENT SIZES OF PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE. I I j SHAPE TO CONTOUR I I OF PIPE I I I I I / SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \� THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF \ \ SLOPE TO DRAIN TO INVERT OF STRUCTURE. �j OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C7 EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE !' UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE � a PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES 1` STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND RIDG�TANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.08 PB , NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL pF GROUND LINE = GROUND LINE = GROUND LINE x -- _ - = -- EI - - r rrrrrr rrrr - - - - - - - - 1- III=11I-I I - - r rrrrrr = - -T- - - I- - - rrrrrr r III=11I_I I rrrr - - - - ---- - - - - rrrrrrr III=11I_I I I- iv _III-III=1 -' I �I I rrrr rrr rrr =1 -" EARTH _III-III=1 -' I IT= I rrrr rr ROCK OR rrr _III -(III _ N II r % rr EI EARTH d r d zI UNYIELDING d o oli SOIL = BEDDING f7w - - ul =1 I I=1 --� , �- MATERIAL _-MIN. � IMIN. MIN. 1/10 D_X 1-1 1=1 -1 -1 -X11-114 1/10 D DBEDDING 1/10 D X D X BEDDING MATERIAL MATERIAL X]_D X I/2" PER V OF H MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL STOP OF FILL _ - rrrrrrrrrrrrrr rrrrrrrrrrrrrrr = - rrrrrrr rrrrrrrrrrrrr - rrrrrr - - rrrrrrrrrrr rrrrrrrrrrr = x = - ;:rrrrrrrl rrrrrrr .; _ - -- - rrrrrrr rrrrr •. - - •rrrr rrr ::�:�: - N = rr rr,::::.�::._ - rrrrrr rrrrrrr •••••••• - -........- r rrrr _ - � - ::rrrr rrr - rr rr : - r :GROUND _ :rrr rr ::: - + r (j rr ;•;;;•; ;•; ;• GROUND - rrrrrrrrrr rrrrrrrrrr - + - rrrrrrrrr d rrrrrrrrrr ::GROUND LINE - o =��N LINE o -LINE N - III III -III -III -III II < EARTH I11 ROCK OR -11 �I'-- _ MIN. 1/10 D UNYIELDING r III - MIN. 1/10 D X D X BEDDING I SOIL /2' PER =1 I=1 I =1 I -III= I I- -.1 --ITr-ITI-I-II- - - -T MATERIAL 1" OF H X D X MIN. 1/10"D -0 BEDDING EARTH BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECT ON 302 OF THE ROAD AND BRIDGE ® NOTES SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I BACKFILL. rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. �VDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 I 0' �s' I/e" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) NO.6 GALVANIZED STEEL STEP ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD CAL SECTION N NOTES: V1STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. • 4/ ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHALIF WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221,ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A. ALUMINUM STEP SPECIFICATION `VDOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 B A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1MAX 20`1 48 1 MAX. 2'MIN. SECTION A -A PERMISSIBLE Y CONSTRUCTION 4 JOINT N CU 0 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX RAMP 12:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. R��S s rn 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8 L THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 101 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER i i /2 6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. N ` 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12'1 MAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 MAX 9'"B•^: �- AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE TYPE B HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12:1 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND -WIN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 120 MAX - v-W-LT1=ID=1=LL- PERPENDICULAR TO THE CURB. 5' MIN W * f II-I_I1=III=III=1_I1=III=III=III=III=III= I11-111=1-W-W-W-I - - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4• MIN TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY AT * , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )I( W , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF to 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -►1 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH ,L g THE BACK OF CURB. - w O O O O O O O O O O O O - U - O O O O O O O O O O O O O O O O O O O O O O O O O O O LANDING RAMP + U o a O O O O O O O O O O O O O O O N O O O O O O O O Q Q O O O Q O O O O O O O O O O O O O O O O 50X-65Z OF BASE DIAMETER O O O O O O O O O O O O O O O N TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB �, I 0.9"-1.4" I_ VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. BASES r PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CC-12 A •5 DOWELS, 8" LONG I PERMISSIBLE AT 12" C-C 5' MIN. JONNRUCTION 12:1 MAX MIS Z y 12:1 MAX N RAMP j RAMP (SEE TABLE) (SEE TABLE) SECTION B-B 5' MIN MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP Y QI3 CROSSWALK II II 0f A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET t OF 5. CROSSWALK CURB s. .� y' SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSS K AREA TYPICAL PLACEMENT ° CURBWA THE REQUIRED LENGTH OF A PARALLEL RAMP 4'BUFFER STRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5'SIDEWALK SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 WITHIN CROSSWALK LANDING 48:1 MAX. DIAGONAL PLACEMENT SLOPE LANDING 48.1 MAX. LANDING 48:1 MAX. SLOPE SLOPE CURB 5' MIN CURB A 1z'1 MAX CROSSWALK R2°1 CROSSWALK Y 12:1 ° F FFII a FF11 GRASS ORCURB I I CURB CONCRETE WITH BUFFER STRIP WITHOUT BUFFER STRIP CC-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SEE STANDARA,D SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER If ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR ' BRICK AS DIRECTED BY THE ENGINEER. 0 W ZU n1 FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITUTED FOR TAPERED 0 SECTION WHEN APPROVED BY d, THE ENGINEER. LSTD. ST-1 A I/z" 6" A � TBEVEL 45" HALF PLAN VIEW MH-1 B HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES- 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGESTANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 "J"'.1w,, mm mm ■ LNEPSA�j� 1 • TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 1 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 T 4 0.970 5.265 17 1 4.0 1 1.173 1 6.032 INCREMENT 1 0.45 1 - 0.582 CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE _ THE CROSS SLOPE SHALL BE 2X FOR Y I A WIDTH OF 5 FEET. 3 AA-]x-STREET GENERAL NOTES (RADIUS TO BE AS APPROACH SAME SURFACING I o C C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) 0 I 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1) L- - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. (SIDEWALK (SEE w NOTE 5) I OPTIONAL UNPAVED SPACE cn FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE - - - - --------w -I---- R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTES WIDTH "B" 2'-0" OR AS c� MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8% MAX. D GRADE CHANGE 91 _ _ - - - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF THE VDOT ROAD DESIGN MANUAL INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. - ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 . c. ' °• •'' ' zo. (H.E.S.) • c. . �. • e. - CONCRETE '°• '°• '0' SECTION C-C ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD 5 3 % 6 % LOW LESS THAN 500 VPD 5 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XV00T REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2" R CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHNI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D D D D D D D D D D 6' = THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION xv=r REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 DI-1 I/2 SECTION CAST IRON V2 SECTION STEEL 2'-7" NOTES LUGS TO BE 1'-31/ " L 21/z" x 21/2" x I/4" CAST WITH 10'-4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR PLANS. FOR DEPTH GREATER THAN 10'USE rn B T- STANDARD DI-1A N A A � - � N OPTIONAL N BRACE RIBS rn We 2, 7„ 91/ „ CAST I GALV. IRON I STEEL 66 ± 43.6 LBS 3 LBS I INCLUDING INCLUDING LUGS ICONNECTORS 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS TO THE SHAPING IS TO BE INCIDENTAL NCLUDED IN THE BID PRICE FOR THE 4'-2" 1/2" x 11/2" x 4"J I Vz" x 4„ STRUCTURE. PLAN LUGS 12" 91/2" CONNECTORS 4• IN THE EVENT THE INVERT OF THE (GRATE REMOVED) SEE DETAIL A OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT - �" W TH OF H CEMENT MORTARE STRUCTURE HTOL PREVENT BE SHAPED N SECTION B-B COLLAR DETAIL 1 /' MIN RAISED STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED LETTERING IN THE BID PRICE FOR THE STRUCTURE. 2V2' DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE BE PROVIDED WHEN H IS 4'-0" OR GREEAA TER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS IITEM MAY BE PRECAST OR CAST DETAIL A D1 IN -PLACE. 4'-2" HARDWARE 2 6 1'-3" SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE L 2'-7" J CLOTH I PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. #68,#78 OR = TO ABUTTING CONCRETE TO PREVENT #8 x 6" WIDTHMMMM N SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. ww a Q- ww a 0-p. •pp'D p _ N- SEE STANDARD T-DI-3, 4 FOR a CL a s a p D. COLLAR p D' 3" DIAMETER ALTERNATE DESIGN. 52;9 V N WEEP HOLE SEE NOTE 8 ;p B. 3" DIAMETER WEEP HOLE WITH 12"X12" x z z z z I PLASTIC HARDWARE CLOTH /4MESH 23 a 12 N OR GALVANIZED STEEL WIRE, MINIMUM - 12"-15"-18" OR 24" WIRE DIAMETER 0.03" NUMBER 4 MESH N 10 ao HARDWARE CLOTH ANCHORED FIRMLY IN N N , p ' TO THE OUTSIDE OF THE STRUCTURE. - D. p pp iD MMMMH 9. CAST IN PLACE CONCRETE IS TO BE °i D p p • p ' CLASS A3 (3000 PSI). PRECAST • D ' p CONCRETE IS TO BE 4000 PSI. SECTION A -A 1V2" T. J__ 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER SEE DETAIL B CONCRETE QUANTITIES FOR MIN. DEPTH �I �I Il 4" MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15 CONCRETE PIPE - 1.528 CU. YD. CONCRETE 11/�'��' I APPROXIMATE WEIGHT I CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 CONCRETE PIPE - 1.620 CU. YD. CONCRETE " III���---���III GRATES. LOCATION OF LETTERING MAY 2 24" CONCRETE PIPE 1.817 CU., YD. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL xv=r STANDARD DROP INLET RENCE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) L� 3" CONCRETE COLLAR L� CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE NOTE: CLEANOUTS IN PAVED OR CONCRETE SHALL BE TRAFFIC RATED. CLEANOUT DETAIL No Scale SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE n 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER It SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5• CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. v w 0 W V) �2" R CG-2 2" RADIUS SUBBASE A . 6" z D.' SURFACE 2 00 BASE ' ' D.e • D.e • D. eA• SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION 1v=r REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12"x EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT -EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 �/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. \V DOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 O � � CP.AJG W. J. KarARSKI Lic. No. 0402048507 z 20 4 s. b, M E CD 0 ON U N N N C > E E Lu 2 'j aLL 1 0 LL O LuO ra H Q J U co Z Lu - Lf) O a a vi (� W M Hti H 3: 0(%] X U Lf) Lu C2 w L` 6 0 Z Z �= cN z W Lu = U Q Ln ~ Lf) (n 00 oN ; wzz a� 00 J Z) Z) CDI.D H C) C) W CL W CL M O O O ,,, I,, (D O W W Ce ct� ct� 2 H d) O Lu > Lu Lu \ O N Q \ M Q 0 +� N Z O DATE (j) > M 0711612019 O DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE • N/A • • • ui J uJ 1% V w J � J S I- /r u LLI \� Lu Q J W U Lu m V J Q LLJ z O N O D JOB NO. 42231 SHEET NO. C1.B CL =I -0 Df O ( d (n L Z 0 0 -02 O C T F- CU O E -0 C 0 (B (O n 0 O Z) , 3 Z w O N � X � 0 w 0 O .� 0 C O 2 .3 0.0) d C U N X O 0 (J 2 � w (6 0 O N U C LO 0 a U (6 00 d � (D U N C 1n N U -0 B ,= N N 0 C 0 n a to 0) 0 "= H L W AUTOZON E CHARLOTTESVI LLE Q I ALBEMARLE COUNTY, VA _ LANE CMP STORMWATER MANAGEMENT SYSTEM CJ ) NOTES: O 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOT TRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR UJ MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. 5. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. 24" RIS OUTLET STUB 4' - INLET STUB WEIR PLATE I I 5'-0" I~ 24" RISER INLET STU 77'-0" PLAN VIEW 24"x6" ORIFICE ORIFICE 0 INVERT WEIR PLATE DETAIL 4' 24" RISER INLET STUB "x6" ORIFICE IFICE 0 INVERT WEIR PLATE DETAIL (FUTURE) -ALL 66" PIPE IS 16 GAUGE, 5" X 1" CORRUGATION, ALUMINIZED TYPE 2. -DASHED LINES INDICATES WELD. -USE NECESSARY CONNECTING BANDS. -ALL REINFORCEMENT SHALL MEET ASTM A998. C Z >> - v� z W 0 a- cn QO O W = I 0-1O J co LLJ D_ co I- ZO :2 LLJ W om w zQ Q 2OF7 HMIN. LU (RIGID PVMT.) HMIN. (FLEX PVMT.) FILTER FABRIC / (WHEN SPECIFIED) T, X "SUITABLE S BEDDING (4" MIN.) C FOUNDATION TYPICAL CROSS SECTION DIAMETER Standard Spacing HMIN (In) S (ft) C (ft) X (ft) (ft) J U J Q Z 1. ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH A 24" 1.0 3.0 2.0 1.00 > > - METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO (n _ M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM B745. ALL RISERS AND STUBS ARE 30" 1,25 3.75 2.0 1.00 W ui 16-GAUGE WITH A 2%" X %" CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE r z LLJ BURIAL DEPTH SHOWN ON THE PLANS. 36 1.5 4.5 2.0 1.00 0 : CL- 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH 42" 1.75 5.25 2.0 1.00 Q 0 U 0-1 0- REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD 48" 2.0 6.0 2.0 1.00 = I AUTHORITIES. U J (D W 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND 54" 2.25 6.75 2.0 1.00 W O_Q z RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE 60" .... 25 75 20 100 Z O W TO WITHSTAND ANTICIPATED LOADS. L J 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-1, A-2 AND A-3 66" 2.75 8.25 2.0 1. I--00 O m - Q Z CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS. 72" 3.0 9.0 2.0 1.00 � g APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE Q WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 2 INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC TO ELIMINATE THE 78" 3.0 9.5 2.0 1.00 POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. 84 3.0 10.0 2.0 1.00 5. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHTO LRFD BRIDGE CONSTRUCTION g0" 3.0 10.5 2.0 11.00 SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 4 INCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 81NCHE5 AND COMPACTED TO A MINIMUM 90% 96" 3.0 11.0 2.0 1.00 AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF 102" 3.0 11.5 2.0 1.25 ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 108" 3.0 12.0 2.0 1.25 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE O� OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND 1 14" 1 3.0 12.5 2.0 1.25 ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND C0 Q 000 TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP 120" 3.0 13.0 2.0 1.25 Z gg 00 EVENLY AS WELL, AND EXTENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE 126" 3.0 13.5 2.0 1.50 CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 132" 3.0 14.0 2.0 1.50 i o 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND PACE' COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAY BE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT 138" 3.0 14.5 2.0 1.50 DUMP STONE DIRECTLY ON TO THE BED. 3 OF 7 144" 1 3.0 15.0 1 2.0 1.50 ACCESS RISER NOTES 1. THE ACCESS RISER DETAIL SHALL BE CONSIDERED CONCEPTUAL WITH THE INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND Access Riser Detail NOT BE BROUGHT TO BEAR DIRECTLY ON THE RISER PIPE. FINISHED GRADE rMANHOLE FRAME 2. ALL RISERS SHALL BE FIELD CUT TO THE ELEVATION NEEDED TO 1 & COVER ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE A SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE. 4. FLAT TOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/H525 HIGHWAY TRUCK LOADING. 5. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND THEIR BACKFILL MATERIAL FITTINGS/STUBS ARE SUBJECT TO REINFORCEMENT CONSIDERATIONS IN (AS SPECIFIED) ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTS ARE DEPENDENT ON THE MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAY BE NEGATED BY OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. 6. STUBS FOR RISERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS. Table 1. TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT NOTES Temporary Mimimum Cover for 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT Construction Equipment ADDITIONAL TEMPORARY COVER MAYBE REQUIRED TO ACCOMMODATE CONSTRUCTION EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH TABLE 1. 2. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED AT THE PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVER TIME. CLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAY BE UNSUITABLE FOR THESE PURPOSES UNLESS PROPERLY LOCKED -IN PLACE OR CONFINED WITH A BINDER MATERIAL. STANDARD CONNECTING BAND NOTES 1. PIPE ENDS SHALL BE REROLLED TO FORM AN ANNULAR 2 W X'/z" CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A FULLY CORRUGATED CONNECTING BAND. 2. FULLY CORRUGATED CONNECTING BAND THICKNESS SHALL BE IN ACCORDANCE WITH TABLE 2, AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE DIAMETERS UPTO AND INCLUDING 96INCHES, AND A MINIMUM WIDTH OF 24 INCHES THEREAFTER. 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLY CORRUGATED CONNECTING BANDS. 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE W THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM D1056, AND SHALL COMPLETELY UNDERLIE THE CONNECTING BAND. 5. ALLJOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH PipeDia. Minimum Cover (ft) for Indicated Axle Loads (in) 18-50kips 50-75kips 75-110kips 110-150kips 12-42 2.0 2.5 3.0 3.0 48-72 3.0 3.0 3.5 4.0 78-120 3.0 3.5 4.0 4.0 126-144 3.5 4.0 4.5 4.5 CMP RISER Table 2. Standard Connecting Band Thickness FLAT TOP Pipe Thickness Minimum Band Thickness 16 ga 0.064" 18 ga 0.052" 14 ga 0.079" 18 ga 0.052" 12 ga 0.109" 18 ga 0.052" 10 ga 0.138" 16 ga 0.064" 8 ga 0."'.. 14 ga 0.079" SECTION 9 OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED Standard Lug Connector FOR JOINTS SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE Detail I AS WELL AS SILTTIGHT PERFORMANCE. IN LIEU OFAGASKET, AGEOTEXTILE CONNECTING BAND WRAP SHALL BE CONSIDERED SUFFICIENT TO MEET SILT TIGHT JOINT (WHEN SPECIFIED) PERFORMANCE. GASKETS SHALL NOT BE REQUIRED FOR PERFORATED PIPE SYSTEMS AND JOINTS SPECIFIED TO MEET SOIL TIGHT REQUIREMENTS. GASKET 6. CONNECTING BANDS FOR 12 THROUGH 48-INCH DIAMETER PIPE SHALL BE A (WHEN SPECIFIED) ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH 96-INCH DIAMETER PIPE SHALL BE A TWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 144-INCH DIAMETER PIPE SHALL BE A THREE-PIECE BAND. 7. CONNECTING BANDMATERIALAND/OR COATING SHALL MATCH THE PIPE CORRUGATED METAL PIPE) I�Small Inherent CORRUGATED METAL PIPE MATERIAL. Gap Iliq W1 LLJ J j Z > - in W C/ Z W OJ O CL- 0 QO U W =W I _ U J cp W OfLLJ ♦- ZO :2 LLJ w 0 m W I--Q g Q 4OF7 THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THEru"j) PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. PLATE BULKHEAD (Ya" FLAT PLATE) (3) GAUGE REINFORCING MEMBER (3" x 3" x J" ANGLE) �_ 2'-O" (2) TYPICAL SPACING I 66" DIAMETER J Q U Z SECTION A -A U)LI-I - V z W 0 � cn 66" DIAMETER D_ O :2A A QO I U 2'-0" = w - ~SPACING~ O J co W W Cr Z REINFORCING MEMBER PLATE BULKHEAD ZO � W (3" x 3" x J" ANGLE) (Ya" FLAT PLATE) N m W (2) TYPICAL (3) GAUGE g rn II o„00 -ALL 66" PIPE IS 16 GAUGE, CV �m BULKHEAD 5" X 1" CORRUGATION, ALUMINIZED TYPE 2. DETAIL ELEVATION VIEW -DASHED LINES INDICATES WELD. o -(2) REQUIRED- -USE NECESSARY CONNECTING BANDS. PAGE' -ALL REINFORCEMENT SHALL MEET ASTM A998. 5 OF 7 �12"� Standard Hardware (Typ.) ELEVATION VIEW 3/8" Neoprene Gasket (12" Wide) 12" Standard Hardware T 0 a (YP.) 0 0 12" Wide Band SECTION VIEW Standard Hardware 12" Gasket -Dimensions are subject to manufacturing tolerances. -Band and Hardware shall be galvanized and in conformance with ASTM A760 unless otherwise noted. -Flat gasket shall be in accordance REVISIONS with ASTM D1056. NO. DATE BY 1 3/19/2013 JDS REVISIONS 1 1 4/7/11 IJDS 12 T` "R 1Y2" x 1Y2" x Ya" AN "STANDOFF" llh" x 1h" x 314" ANGLE t ES ISOMETRIC VIEW L E NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT 6" SPACING FROM THE PIPE WALL. 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72". K ENTERPRISES INC. 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30". 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19'-10". 12" WIDE BAND STANDARD DETAIL 0 6.) STANDARD FINISH: GALVANIZED PAINT. 9 m Drawing Number: A0137b LANE ENTERPRISES, INC. Page Number: 7 OF 7 Date Drawn: 4/2/08 BEALETON STANDARD STEEL LADDER L IG NO. A0269 PAGE 6 OF 7 DATE 09/30/05 Drawn By: JCH Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) aV3HV NUOM avoa GV3HV avoa 3NY1 3NO Gtl3Htl sdIlulls ------ 3iawna _ >rT dOlS 01 _ - i G20-2 (V) 03UVd3bd 39 z _------------�T cn o M 500 ± O NOIlV1S 6A95V�H ` o0I- 050' - 100' O a SEE NOTE 4 + 009 'A80M avoa aN3 1PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) - 1: Revision 1- 4/1/2015 80' 120' SHADOW VEHICLE REQUIRED SEE NOTE 4 50' - 100, FLAGGER STATION SEE NOTE 2 SEE NOTE 1 �� W20-7 SEE NOTE 1 BE PREPARED W3-4 SEE TO STOP SEE NOTE 9 NOTE 1 RUMBLE 1 W20-V26 STRIPS SEE NOTE 14 =NOTE AHEAD ONE LANE ROAD W20-4 SEE AHEAD NOTE 1 W20-1 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. Option: 3. Where Right -of -Way or ,geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be based on the posted speed and the values in Table 6H-4 on Page 6H-6.1 7. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Option. 8. A supplemental flaggerma_ b�quired in this area to give advance warning of the operation ahead by slowing, ayproachin traffic affic prior to reachingthe station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the portable temporary rumble strips (PTRS)', should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using_a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flagger, positioned to be visible to road users qpproaching from both directions, may be used (see Chapter 6E). Standard: 14. When approved for use, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20-V26) sign shall also be utilized. Posted S eed 0- 35 m h 36 - 55 m h PTRS Spacing (Center to Center) 5 Feet 8 Feet 1: Revision 1- 4/1/2015 MAINTENANCE OF TRAFFIC NOTES AND DETAIL No Scale 0 CRMG W. I KO-rARSKi � Lic. No. 0402048507 2/ 3/ 20 4 M E O 0% O r4 N > E w E LU 3 U (J 3 Q t! 0 3 �LL ir, � G�rro J U 00 J - uj Lu I--i 1 > C)(V C7 LU N Z � � rn :3 Qd _J U) < �2 a�iN = U �QD a c Lr) MC)fV rn � (1) M 0- ql- 00 J H O U LU Z W W O 0 0 LLJ CL O O ti ti W W w N O ti in �-I N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A W J J > U LLJ O / W J � Q ° W W 0 J oc W w U�e/ CO�/ ) UJ Q z O N O P JOB NO. 42231 SHEET NO. C1.0 0 2 0) U c a 0 w m 3 0 0 2- 0 Q T a m 0 C m a c �o 1= m Q G 0 a� 0 C 3 ,_ -O a 0Z) :3O 'DOf 0 O 2 Z (DO :2 2 0g T `0 0 a � C N f0 � D- o c ) 3 Z Co O m 0. X H N w o O r 5 O QY 0 3 CL >` O N 0� N O Y 2 � rn f0 O Y U �o C U M -00 m m `a 12 Z 0 0 C rn m'o U a 2 M N m 0 y O O 0 (0 Qo L �0� / �%\ ASPHALT ��\� PAVEMENT CONC CURB /l l PARCEL ID: 061U10-01-CA-005AO G P-64" LANDS N/F CHAXU INC. D.B. 2614, PCs. 013 U P ' I RCEL ID: 061UJ0-01-CA-00200 \ \ USE: HOTEL / P-53" II GRASS �I LANP5 N/F ADRENALINE SPORTS LLC I STORY / / I D.B. 2244, PCs. 354 / MASONRY TC/ T-66" I I TC II II I USE: RETAIL / LIS / BUILDI /J 463 75' _ _ TC I / l l CONC_CURB I 466.27' ASPHALT � � s -I� 467.57� HIGHWAY COMMERCIAL ZONE / l T-3" =4= -�/s - _ _ _ _ - \- - ��_ - CON- _-_ PAVEMENT P-5 " L� 468.13' L� X GND \ \ C-1 COMMERCIAL ZONE �� / / 206 464.50' TC / 466.57' \ " TC \ PQ ��469.36' CONC. ��JI/� / - - - - TC \ a \ \ - 8.85' sz69 jp, 4 \ \ PAVED �I I / / 466.00' \ � \ J I TC / ASPHALT _ I 205 '7 470.15' PAVEMENT PARCEL ID: 061110-01-CA-00400 ` - / I I / AULI � ' TC 45.98 6'6,. TC \ �� LANDS N/F SHEOU-JONG CHIANG 4 'TUN LI / I 1 .i / 464.14' 465.29' PVMT TC / �,, TRAFFIC E� 467.29' 468.66' D.B. 1548, PCs. 031 / n I I , 465.32' CLEANOUT TYP TC USE: RETAIL // III i i I II // \VAULT„ 8" ROOF DRAIIANN �� PVMT SAN ( ) \ \ 467.40' � / \ ' O I 204 D 1 A69^% 40'WIDE GAS MAIN EASEMENT 1 1 � 1 TC G G Tc TC PER D.B. 411, PCs. 341 // / I I I 1/ °465.10' 466.06466.14' ° TC �\ 466.80' �-� 467.45' sl TC 4 / ASPHALT TC lrn 6" PVC ROOF DRAIN (TYP.) 1 FFE=465.70' \ \\ 467.79' / / 463.55' _ 1 TC ° I 3z6, I SWK PAVEMENT co ° - 1 .38" TC 6' \ 467.79' G�Ass / / It - -462, 466 - -� n / / / / / / 203 - - - 1 466.12 \ TC G RAS I ° ° a 1 467.00' I " AREA ° I TC 4 6.10'° O 3 \ RESERV PROPOSED I ° I TC 465.64' I 6� / ASPHALT // FOR BENCHMARK AUTOZONE I a ° a \ �� PAVEMENT CAS MAIN EASEMENT / / cY� �� / ° ° \ PER D.B. 1694, PCs. 113 / // // I DEVE O MEAT ELE61.415 6,964 SF I ° I TC / �'�� 1 STORY I TC �I�� FFE = 465.70' 1 465.91' 465.42' 465 U 1 STORY MASONRY BUILDIWj Ass II/ // 1> // I I I EX ND / T '1 APPROXIMATE / / / I / U) LOCATION OF / i I / z \ 464.99' TC 1 I ���� -461 y GAS LINES. O TC TC 465.44' I TC ° j / X 463.95' 465.11' 466.05' ,c TC-4 ° a ° d a C / I 463.50' Im / - 463.70' ti" / PVMT ° TC ° / 463.64' TC 462.56' TC ° ° 464.86' ° I ° ° ° ° I TC 302liv, I� 24" A ESS RISER \ / 202 ° I ° 465.86' (� / // W/ V OT MHA, TYP. \ // O a63.53' ° ° ° a Ia 46 ° °a 1 I ��� �/� / / \- G 201 463.89' PVMT PVIVIT 464.15' 464.34' 464.6T i TC \I �� $y II � � 463.39 465.66 / ,\ / \ / � cn TC 30 4� GRASS` S W M A 464.16' / / III / I / \\ GA o 02 0 103 z 77LF OF 66" CMP 1 465.9 C /sr M MH ASPHALT /II 1 \ P D TC 464 I I C I R1=465.96 PAVEMENT / I /I \� \ p 97' I I TC �� / /� II/ R� 465.58' I I 465.32' SAN.MH RIM=456.64 WEIR - - - - - - - - - (a) INV=444.14 / I I / VACANTATER- Q6 (b) INV=444.14 / / \ n \ LJ cRAss ,PLATE TC 401 " I - (b) (a) ,� I I I ` s (c) INV=449.34(c) II ) METER VAULT - 462_710 SAN 8" S N - S N -I- Nt ` SA TORM MH N. MH I e-% / " S - �8" IIy- I 1 D=464.87 RIM=46522 a - - / / \ \ 402 I I `t (a) INV=460.84 I 1 I I GAS, / 101 / / (b) INV=461.79 III I / \� POLE �/\ \ \ , \ \ \ Tc 462 463 S6' / GARS 4 \ 462.50' - TC I GRASS S",per 1 I _ / \/ GRA \ POLE \ \ I + I 464.73' I �iP/ / / 6� _ PFIP ,� � OHP- /- OH � - � OHP� � � - - �OHP- - OHA � - OHP!-� 6ii� --I OHP �- HP- �pt-� �� UG. WATER LINE PER MARKOU_T�IO' D.I.) \ i / \STORM MH 10"W \ 10 �V 10"W =\ 10" \ 1 W � 0��� �'� /� / I �" \, R 466.49 IN 460.07 21" RCP CONC. WALK \ \ GRASS SIQRM MH , / MAT - - - - - - - - - - - - - - -GRASS - _ - \ TRAMC RIM=46P.44- / \ - -_ 21" RCP i G TORM MH _ CONC. CURB W�TfR= ' ��_ z _- - VAULT (a) INV=453.82 T \ (b) INV=45364/ I I I V 100 /' /' /L - - -� - $ _ _- _- _- - - - -_\_ 21 RCP _ - --coNc�u_� 1b) % MONUMENT SIGN. SHOWN GRASS / - - - colic OUR�cE� _ = = ' / FOR INFORMATION ONLY. I \ PORTION OF 10" DIP TO BE ��rO' /' co`b ��0 q4 N' RELOCATED BENEATH PROPOSED / / /N / ,D� STORM PIPE. SEE SHEET C2.0 FOR PROFILE., / 1 40VIDE UTILITY EASEheNT / I /_ER D.B. 411 PCs. 12 SEM/NOLE TIF-ZAIL AI�A U.S. ROUE 29 ' VARIABLE RIGHT40E-WAY 59,00 ADT - SPEED/LIMIT 45 MP--�'---�--_-----_____ =coNc.-cam-- / GRASS GRASS C. _ _ - - - i CRASS MEDIAN MEDIAN - -� MEDIAN k^' GRASS - G- - MEDIAN G- ------ - CRAIGW J. KOTARSKI W' Lic. No. 0402048507 204k�z " M E O 0 0% U N vi > E wLu �; E ~ U Q U. � w o w O M QC W L M Q Lu U co a ;J - Lrj H W p N U` O x w 0 Q � � c U j a c Ln rn 4-1 ul � M a � 00 J CD Lu tD � z O a U Ll z W W o O O > U U Q Q CL CL Z Z O O W W ct� ct� DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' W J J z Lu J Q W 0 > (D } Q J z z 0 Q Q O w Q J UQ °6 w m w Q z z � O N cD O p L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. C1.1 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 C1.4) 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 B' X 112' EXTERIOR PLYWOOD OR EQUIVALENT II II II II II V II !I II II II SOURCE: USDA-SCS WOOD BAFFLE IN SEDIMENT TRAP No Scale RISER CREST ELEVATION POSTS MIN. SIZE 4 SDUARE OR 9 ROUND, SET Al LEAST PINTO THE GROUND PLATE. 3.14-6 Sediment Trap design drainage area (acres) (<3) 1.1 trap volumes: elevation (ft) area (sf) volume(cy) 457 367.58 458 621.12 18.3 459 899.8 28.2 460 1203.6 39.0 461 1706.44 53.9 462 2265.82 73.6 212.9 wet storage: wet storage required (cy) (67'DA) 73.7 bottom of stone weir (ft) 460.0 wet storage provided at this elevation (cy) 85.4 slope ofwet storage sides 2:1 dry storage: dry storage required (cy) (67`DA) 73.7 crest of stone weir 462.0 dry storage provided at this elevation (cy) 127.5 slope of dry storage sides 2:1 ST SEDIMENT TRAP No Scale 1' VARMLE* ORIGNAL CREST OF STONE WEIR VA ILE* GROUND ELEV. \ii DRY STORAGE ,.? YARMLi WET STORAGE (EXCAVATED) 1F0.TER CLOTH GRI GROUND ELEV -SEE PUTE 3.13-1 COARSE AGGREGATE' CLASS I RIPRAP "coarse aggregate shall be VDOT #3, #357 of #5 weir length (ft) (6xDA) 6.6 bottom of trap elevation (ft) 457 bottom trap dimensions: 13'x46' top of dam elevation (ft) 463 top width of dam (ft) 2 top trap dimensions 32.5'X77' (a) UEIEILLILAL� 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 8IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. 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 TEMPORARY SEEDING PLANT MATERIALS No Scale =tL sus-���►97M9 kfG72'�� GRAVEL FILTER RUNOFF WATER WIRE MESH FILTERED WATER o e 4a - c d r'� o A IF SEDIMENT - a 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 CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH FRAME T - GRATE FRAME 1.5 `pp� °II II II IIIIIIIIIIIIII -� MAX. - 1­l S rLMJrLU I I VL VILVVJ STAKE FABRIC MIN. Lii o - II I�11 �1 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. LTRM DRAIN INLET PROTECTION : TONE CONSTRUCTION A CCESS -- 3 SV-2A ASPHAL1 I COURSE, _ STONE.: CONSTRUCTION ACCESS'� 2% I 2% 2% 12' MiN.* I ��_._ DRAINAGF- saga 7 LXI NS FULLWIDTH Lo O SEDIMENT OF INCIRESS AND EGRESS TRAPPING I',.:'dIC'F OPERATION FLAN - ... _._--- ........- - FILTER CLOTH 6" M=N, 21A Ar GHL"WHE BASE: PROFILE i n r ASPHALT PAVED ! WASHERACK'' EXISTING, PAVF.MFNTJ EXIS ING PAVFMFN (3 SECIIVENTINa1{'L rc3 sE Ib4ENT IRAPPING DEVICE A 111inhinuu water tap of 1 uich nmst be installed with a mimmun 1 uiclt ballcock slnttoftE!alve s ippl��ut a wash hose �Ath a diameter of I,,.inches for adegttate Constant lares�tue. Wilslt Grater must be canted awaV fi-oln the etth'ance to an approved setthtig area to remove secffinent, All sedunent ,, hall be prey. etited ftom euketftr� stnnn drams, ditches or watercourse,. STONE CONSTRUCTION ENTRANCE No Scale 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. FLOW will.III 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 4" 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 A IN I� Y '(l U CRAlG W J. KaTIARSKI Lic. No, 0402048507 2/ �/ 20 " SIONAL m E 0 0 rn � N � N � > E w E ~ LU U v � Q �! t� 3: 0 LL - n L w O ro � UJ r L a_j U00 LUJ - Ln a > o N (.'J W N z 11-- E -I- O >< u- o a g- U v N = U > Q Lnn � rn O N Ln a� 00 J O w �o I- z O H- d DY U w o z z O Ui OO OO CL CL Z Z �O �O j LU LU CZ CZ rn o LU�o Q" N M ^+ N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A Uj Q J J W > OZ5 v / Lij Uj 0 z O Q J 0 J z � O z w 0 _ � U w UZ m z LULU C z O W N U) O � Z 0 U) Q0�// LL_ W JOB NO. 42231 SHEET NO. C1.3 0 -06 U) U 0 0 m 3 0 O 2- 73 [6 O 0 c 3 It `o 0 �a �0 o 0c� - 2z z a)o 0 2 I- c: M� 0- o Of -2 (Dr- zN Cn 2 s ;� a) X I-- o o o .§ Q0) 0) E_ > y U) � 7 V1 X C 0 0 O U E- E rn [6 � 0 0 �o 0 E a D_ U 6 O U O c m _O O U 2 C to C:U) 0 0 � U Cn � O � _E v PAVEMENT LANDS N/F UNIV�ITY OF VIRGINI�cOUNDATION / �'Ay \ \ , D.B. 3296, PG. 514 \ C E; / \ --463 Cass- / �`� \ \ 1 B� \\ \\ \ T 3= / P sir /\ 1 \ \�_ yAG I (3)T SF I'VI \ I 1 �/ DD // / I I PARKING �P �' / BENCHMaR1c 1 �/ / / / MAG NAIL I I 1 ITAGING & / I /// 43" HOLLY ELEV=461.45 I STORAGE 1 // 43" HOL 1ASPHALT I I IPAVEMENT vQQ GRASS 4' I / r- ' I U cn / \ / I I �n T 4 40 ENTIREISITE//, SOIL TYPE: 91 / GRA / / I ST �� / I STONE WEIR WOOD \ \ /, T 40" j \ BAFFLES / h GRASS I� I/ GAS. o DD ASPHALT / � I � \ POLE \ I I I I PAVEMENT / II I \\ \\ 45" HOLLYctE�E / I ` \ I M 1 4 H04 SAN.MH /- I��--/ --- \ -- - - - - \-i-- \--------------------L- I I RIM-45664 � � ------I- ------ EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE - SOIL AREA DIVIDE - CE CONSTRUCTION ENTRANCE 3.02 SFX SILT FENCE 3.05 IP INLET PROTECTION 3.07 DD DIVERSION DIKE 3.09 ST SEDIMENT BASIN 3.13 TS TEMPORARY SEEDING 3.31 �O O�Qv" OP PS PERMANENT SEEDING 3.32 V 00�� �O MU MULCHING 3.35 TP TP TREE PROTECTION 3.38 PARCEL ID: 061U10-01-0A-005A0� OO� P-64" �oNc_cuRe� LANDS N/F CHAXU INC, o \O ;� II LIMITS OF P RCEL ID: 061UJ0-01-0A-0O200 \ �\ D B. 2fo14, PCs. 073 U I I I II D STURBANCE'A1�S N/F ADRENALINE SPORTS LLC 'I DC USE: HOTEL / P-53" I GRASS \ DUST CONTROL 3.39 I STORY / / I D.B. 2244, PCs. 354 / MASONRY T-66" I 1.33 ACRES I USE: RETAIL J L/s / BUILDI /�� ' ' I I // * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER HIGHWAY COMMERCIAL ZONE / l' T-3" ' l Q_ s - 1 -= _ \� I cDNcua�- T 36" C-1 COMMERCIAL ZONE �� / / T-3"� 5 n - - - - - - - �� ��� - \ - L� REBAR TO BE u \ / / ' 9\ T-�, - - PEU D �� / \ �� /I / T \ L I-b TP �;oNc. \ \ TP TP \ Q \Q>O,j// CONC. }� I I A / /' / qF �� - PA b1 D \ 6'9 LISPA VED itT 6 \ _ _ _ _ \ \ D C \ \ � \ \ TIVASH RACK � _ \ � l/ / ASPHALT 00 DD l _ ' // PAVEMENT PARCEL ID: O61U)0-01-OA-00400 I - -/ 1 I l l aULT; J \\ - - \ \ \ \\ \ \ / \ LANDS N/F SHEOU-JONG CHIANG E YUN LI D$. 1548, PCs.031 / �I I 1 / \ PAR�BL. ID: 0(olU)0-01- 00300 - \ USE: RETAIL / I I % \ ASPHALT SEDIMENT TRAP 1.10 ACRE DRAINAGE AREA TOTAL STORAGE REQUIRED: 147.4 CY TOTAL STORAGE PROVIDED: 212.9 CY TOP OF DAM ELEVATION: 463.0 I STORY MASONRY BUILDING APPROXIMATE LOCATION OF GAS LINES. ASS / a// ASPHALT PAVEMENT \ "1 C61 a / /�P, / ST M MH RI=465.96 III II / II \ \ VACANT WATER I 1 \ (a) 1 1 (a) INV=444.14 \ \ i i \ \ I (b) I I (b) INV-444.14 / { /2, LJ GRASS I E 8" JAN - �- SA B I (c) INV=449.34() II- - - - - 8" SAN - �-;,, f 8" SAN - -1- - - M MH I c � � METER VAULT � � � 8" SAN - - - a / _ � 8„ S f 8" SAI� � 8" SAN - - - - I I � � sAN. MH I T ASPHALT I RIM=465.22 b o` \ \ / \ \ \ \ I PAVEMENT I REBAR TO BE=464.87 (a) INV=460.84 1 I 1 1 cas, � � / \ � � \ \ � � \ I I SET ITYP) I (b) INh461.79 � � � III I POLE 'u, \ 12 SP ES I P I SET I I I P GRASS \ �/ o II � //HP- OHP- I)H �SETRTYP)TO �\ / / \ Ass \ POLE \�� - � \ \ ` 1-11-1GRASS r� -� RMT STORY MH Sn .I I \ I DD I - P�}� -\ � - OHP- �iP OHP I O P --- I P - - I --TS / 0.00 H TOP- HP- 1 0"W 1 0„W UG WaTER LINE PER MARKOUT (f0' D.I.) 1 O� W� \ \ - / \RSM MH TO466.49 c - -�- r IN 460.07 CONG WALK _-------�-- \ i� P.O.Q. _ - - - - _ S 40°I7 40 W GRASS �9.17 - SI_RM MH / MAT \ IRAllJ RIM=4S2.44� -_�`��- 21 RGP VAULTS (a) INV=45382 / 1 CONC. CURB W�IT�R= z --- _ _ 1��5 (b) INV=453.6.61 4 T I P 451.34 O �_ - -�_ RGP - - --WALK-'�- - �) / 13 / 14 / -�_ GRASS o � �i i / 1 CNB=$ 06°46'59" W \ ARCE5L "A" 364 S.F. caNc CURe�gi� _ = / 0ND=5521 / ROW DE CATION TO VA DO &56 �PEFy .B. 36SI, PCs. 110-111 �g tx� �p 14 D.B. 3691, PCs. I67 SE NOLE T IR) A I L Al�A U.S. ROUE 29 / VARIABLE RIGHT -/OF -WAY 59,000 ADT - SPEED LIMIT 45 MP / / �_�==- GRASS - L- - - CONC. CURB = _ _ _ _ GRASS MEDIAN L ----------- MEDIAN -------- -- °6v GRASS ---- ----- G ------ ----- _ MEDIAN CRASS MEDIAN Q C1}AlG W J. KC At2SKI Lic. No, 0402048507 '' 2/ 20�"` O M E CD N 0 N N > E E ~ U Q) Q w w o wLu L O ra QC Lu L M J U 0O LuN d C:) N U` U) N O x w oQ �� c U j F- Q c L^ 4 rn N � M d � 00 J tD � CL O w z O d U z W W o O O > C) C) C) C) a a Z Z C) C) Lu Lu ct� ct� DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' uj w U) J Q I -I = z n r 1 V / w J I..L J p>0�/ p� z Q ° O Lu U J UZ mw w Q ` z O cn w N o6 z O D U) 0 W a a; tn U C 0 0 w co 0 a C a T C O a m 0 a cu tn co a3 co o_ c `o 3 SCALE 1 "=20' 0 20' 40' JOB NO. 42231 SHEET NO. C1.4 EROSION CONTROL LEGEND �O OP c6O� LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE - SOIL AREA DIVIDE - CE CONSTRUCTION ENTRANCE 3.02 SFX SILT FENCE 3.05 IP INLET PROTECTION 3.07 D D DIVERSION DIKE 3.09 SB SEDIMENT BASIN 3.13 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 v`Q �ONC_CURB TP TP TREE PROTECTION 3.38 PARCEL ID: 061WO-01-GA-005A0� G P-64" LANDS N/F CHAXU INC, o� \OT P RCEL ID: 061WO-01-0A-00200 \ �\ D.B. 2614, PCs. 013 U I II LIMITS DISTURBANCE: L-ANDS N/F ADRENALINE SPORTS LLC \I // DC USE: HOTEL / P-53� I GRAss I DUST CONTROL 3.39 1 STORY / / D.B. 2244, PCs. 354 / MASONRY r—ss" 1.33 ACRES I USE: RETAIL % LIS / BUILDI ' ' I I _ _ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER /�� ' T-3" / l — — � _ — _ _ s — — — CoNcuB�— _ — — 11 HIGHWAY COMMERCIAL ZONE / / \r�3s° REBAR TO BE \ \ ��� \\ C-1 COMMERCIAL ZONE �� �/ / / / / — P \ \ TP TP TP � cRA / / gyp, CONC. I� I I / / / `" \/ LIS PAVID I I P ' PS MU ASPHALT / I I / ° v �\ PAVEMENT PARCEL ID: 061WO-01-GA-00400 ` — /� 1 / AULT11° J LANDS N/F SHEOU-JONG CHIANG E YUN LI D.B. 1548, PCs. 03-7 / vII I J ` SF \ USE: RETAIL / I/ I DC SAN CE O / I , D — — 463 cP 40'WIDE GAS MAIN EASEMENT I I I G G \ � i PER D.B. 411, PCs. 341 // / I I I 1 / ° d ° d ° ° ° ° d d ° \ ° ° � �� I d / ASPHALT / PAVEMENT / PS I ° ° GRAS 1 d d AREA MU d / ° ° RESERV PROPOSED d O / �A / / / \I ° FOR / AUTOZONE 1 DC CAS MAIN EASEMENT / / v�� ' / d d 1 d D.B. PER . Iii PCs. 113 / ' FUTURE O / 6,964 SF ° % // / ,/ DEVELOPMENT 1STORY I I 1 / / ° I 1 al 465 1 \� I STORY /.,� PS I ° // 1 ° II PS MASONRY BUILDING GRASS APPROXIMATE / /�' M U LOCATION OF GAS LINES. / / z IP ° 8 / d °° ° d d° ° ° I ° ° ° I d ° ° d d ° 1 SF A � ° d // ° d \ (J J 1 �j \ h \ 1 / G / III v cRass�` I / o D C z I 1 �/ // GA C 1 I ' /`7 ASPHALT / �II I � / D / PAVEMENT / I /I \/ D D I I 6 PS I I / SAN.MH /----1�1—/ \ -- — — —� -- - -- — — — — — j- — -- MU RIM=456.64 / II / \ VACANT WAIE� \ (a) INV=444.14 /ejs i i \ � � (b) INV-444.14 c / { \L JPSMU _8" S N — — " S N —i ' SA IP (c) INV=449.34c) MEIER VAULT _ $" SAN — - 8" �AN — I c} I \ SAN. MH I (o RIM=465.22 b / \ — / I E 6`� (a) INV=460.84 GAS, \ / 9 I P I ) I / (b) INh461.79 POLE \\� GAS \` SF 462 REBAR 463 SF I mass A / REBAR TO EtiE� �/ A \ POLE 7A \ - \ f / �' 10 / / cr // (TY \\ `� T W 'T — PHP— , OHP— OH — OHP— — — OHA — OHP�— 6HP —rt OHP HP- 1 0"W _ „ UG WATER LINE PER MARK-0UT�(f0° D.I.) �0 / / 10 I u VV 10" _ 1 'W _ —` 10" W xe/ I d" 21° �F' CONC. WALK \ GRASS �9.I7 SIQRM MH / MAT S 40°I7'40" W 411-L— _ - - - _ - �GRdSs- \ TRAM 1" W RIM=4SP.44- \ / I (a) INV=45382 / 0 1 Cavc. NR-B w�iga = �- �.= 21 RGP =- _ VAULTS Ili � r A68.49' / - - - - - - (b) INV=453.64 \ I R60.00' I V=45L34, / ' — 1 a - - - - \ 21" RCP-COyCJp_ _ -CbJ ,1001 M0NUMENTI$III ' ARCE5L "A" 364 S.F. FOR INFORMAT14'�+RIONLY. / ROW DE CATION O V DO PORTION OF 10" DIP TO BE N4) PEy B. 3891, PCs. I10-Ill h� ��0 �p RELOCATED BENEATH PROPOSED / /� DB. 3891, PCs. 161 /N / ,Dk ASPHALT PAVEMENT IN �N1�y Qy \ " 1 1 61 a / 'y j ST M MH 1 RI=465.96 111 I � I I � I I I I 1111 \ I \ \ 11 \STORM MH R \ =466.49 \ D IN�460.07 \ \ \ STORM PIPE. SEE SHEET C2.0 FOR PROFILE 40'WIDE UTILITY EASVh ENT PER D.B. 411 PCs. 12 SE tNunLE TCAIL A 'A U.S. ROUE 29 T VARIABLE RIGHT -/OF —WAY // /' 59,000 ADT — SPEED/ LIMIT 45 MP — —�— — �� L CONC CURB GRASS GRASS — L— — — CONC. CURB = _ _ GRASS MEDIAN L MEDIAN —---------- MEDIAN -------- -- °� GRASS ----------- G------- ------ _ MEDIAN - G— _ "iZ11, q :0P Q C- AIGW J. ROTA SKl P- Lic. No. 0402048507 2/ 3/ 20 " M E CD N 0 N N > E Lu - !2+E � ~ U Q) Q w uL o Lu L w O aC Lu L M J U cO LuN d p N U` Lu N It:j- z� ;'m O x w Uc j F- Q cLri rn N ul N M d � 00 J Lu tD � CL O w z O d <Y U W W z o O O > C) C) � Z Z C) C) a a Z! z C) C) Lu Lu w �o Q N M � � N ^i DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' N UJ w J (f) z Lu I..L Q J p>O } J z � Z Q ° O Lu -.1 U J U 2:Z Lu w m Lu J Q 2 z o O C/) N 0 O z � O O Q � W SCALE 1 "=20' 0 20' 40' JOB NO. 42231 SHEET NO. C1.5 PRELIMINARY WATER OUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) DRAINAGE AREA ANALYSIS (POST-DEVELOPME� *DRAINAGE AREA ANALYSIS REFLECTS PRE AREA PROPOSED CN VALUES ASSOCIATED WITH THIS AREA = 1.33 ACRES PLAN 0.87 ACRES (IMPERVIOUS) 0.46 ACRES (MANAGED TURF) POST AREA 1-U (UNDETAINED) Tc = 6 MIN AREA = 0.40 ACRES 0.07 ACRES (IMPERVIOUS) Q (CFS) V (AC -FT) 0.33 ACRES (MANAGED TURF) Tc=6MIN 1 YEAR 4.94 0.253 2 YEAR 6.17 0.320 10 YEAR 9.76 Q (CFS) V (AC -FT) 1 YEAR 1.01 0.049 2 YEAR 1.37 0.066 10 YEAR 2.45 POST AREA 1-D (DETAINED) AREA = 0.93 ACRES 0.78 ACRES (IMPERVIOUS) 0.15 ACRES (MANAGED TURF) Tc=6MIN Q (CFS) V (AC -FT) 1 YEAR 3.65 0.192 2 YEAR 4.50 0.240 10 YEAR 6.98 FLOW THROUGH PIPE STORAGE FLOWS ROUTED THROUGH DETENTION SYSTEM SWM A Q (CFS) 1 YEAR 2.70 2 YEAR 3.40 10 YEAR 6.87 COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) 1 YEAR 3.62 2 YEAR 4.52 10 YEAR 9.52 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 Qjo <_ PRE -DEVELOPED Qjo OK 9.52 CFS (POST -DEVELOPED Qlo) <_ 9.76 CFS (PRE -DEVELOPED Quo) TOP OF WEIR PLATE 456.40 24" X 6" ORIFICE INV 455.35 STEEL PLATE TOP OF 66" STORAGE PIPE ELEV. = 457.60 10 YEAR WSE 456.12 2 YEAR WSE 455.53 Q 1 YEAR WSE 454.78 ELEV. 452.10 8.25 ORIFICE WITH TRASH RACK INV 452.10 SWM A WEIR PLATE SECTION DETAIL DETENTION PIPE MAINTENANCE Inspection Activities Suggested Schedule • Afterseveral storm events or an extreme storm event, inspect for:sign.-. 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 inlet/outict structures: tree growth on dam or embankment: the presence of burrowing animals; standing water where there should be tirmi amu,:+III 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 are free of debris and are operational. • Note signs of pollution, such as oil sheens, discolored water° or unpleasant odors. :�nnuall� • 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 significantly. As Needed DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT *DRAINAGE AREA ANALYSIS REFLECTS FUTURE PROJECT DEVELOPMENT POST AREA 1-U (UNDETAINED) (FUTURE) AREA = 0.37 ACRES 0.07 ACRES (IMPERVIOUS) 0.30 ACRES (MANAGED TURF) Tc=6MIN Q (CFS) V (AC -FT) 1 YEAR 0.94 0.045 2 YEAR 1.26 0.061 10 YEAR 2.27 POST AREA 1-D (DETAINED) (FUTURE AREA = 0.96 ACRES 0.87 ACRES (IMPERVIOUS)* 0.09 ACRES (MANAGED TURF) Tc=6MIN *DRAINAGE AREA INCLUDES FUTURE BUILDING & PARKING IMPERVIOUS COVER (TO BE SUBMITTED UNDER SEPARATE COVER) Q (CFS) V (AC -FT) 1 YEAR 3.86 0.207 2 YEAR 4.72 0.256 10 YEAR 7.26 FLOW THROUGH PIPE STORAGE FLOWS ROUTED THROUGH DETENTION SYSTEM SWM A Q (CFS) 1 YEAR 2.81 2 YEAR 3.81 10 YEAR 7.15 COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) 1 YEAR 3.66 2 YEAR 4.97 10 YEAR 9.60 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 Qjo OK 9.60 CFS (POST -DEVELOPED Qlo) <_ 9.76 CFS (PRE -DEVELOPED Quo) TOP OF WEIR PLATE 456.40 24" X 6" ORIFICE INV 455.35 1 YEAR WSE r 454.98 r STEEL PLATE TOP OF 66" STORAGE PIPE ELEV. = 457.60 10 YEAR WSE 456.19 72 YEAR WSE 455.62 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 SCALE 1 "=30' 0 30 60 J, 463 - -.d69" 9 // ^ 462 PRE AREA 69 (ONSITE) AREA = 1.33 AC I IMPERVIOUS = 0.87 AC GRASS COVER = 0.46 AC 1 'Jj a F J I - I-467 / -I -\ -- r II \\ \\ vari. - \ �\ \� I I I II P. wuir „ - E 8" �A - - - f�" SAN - - -I - E 8" SA� - - _t„ S I - SAN - �` 8 SAN -� - - \ \ I S 1 1 SfQal W \ I T OHP� - Oh \ � O HP ��anraa�io n�i P OH -r - / HP I �OHP 1011 W 10 1l\Y` - 0 T yy' ANALYSIS POINT 1 /h 6 6_ .6ti" ► \ / / T ---- -�- PRE -DEVELOPED,'' SCALE 1 "=30' 0 30' 60' POST AREA 1-U (UNDETAINED) / AREA = 0.40 AC IMPERVIOUS = 0.07 AC GRASS COVER = 0.33 AC \ - \ SAN OHP_-_-_A - &5 PI. SWMM A / \ Tss V \ 463 - \ \ \ ��� .09 ' G & f �% -462 ! •I // I / I I , / POST AREA 1-D (DETAINED) a • ° I , a6$ // LO AREA = 0.93 AC e 1 IMPERVIOUS = 0.78 AC I I GRASS COVER = 0.15 AC e° 46S I , I I I I I I , °, e �1 -461 I I li Ile / co d °d I / 1.0 ° e 41 4 I ,' \ / y ° T-� - c--- - Q6,�-- t - -- I --�- I VowrWA,EIT - - v\ f 8" 8A - „ -� S e I III \'uar 8„ SAN S - 463 I 11 I \ I �� �\ //d OHP \ �Pix�rPmaaar��ia•o�� P -< �6r'� �P I \ \ .10 VV� 1011W 10"W _ _ _ 1011W­ I \ vvLr L 100 / / �-�i= a , - �/ MONLIMENTISIGN. SHOWN \ FOR INFORMATION ONLY. I \ '- ANALYSISPOINT 1 - \ / / ' POST -DEVELOPED' CIAG W. J. KarARSKI W' Lic. No. 0402048507 204 9 M E O N 0 N N >E LU E LU QL" LL. o 0U. Ln w O ra OC W L M Q J U co a -A - Lr; H a p N U` W N � Z i 'A O x 0 Q c U > a c � 4-1 rn N N M a 00 J CD uj Z O H I - _a U LU z W W O > U U 00 a a Z Z O O W W ct� ct� rn LU N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=30' Uj J J ~� z Q Vl � W Z W O a } J � rrWnn V � O z Q W J UL� w W m J a W ~ Q z O N � O O � JOB NO. 42231 SHEET NO. C1.6 EO -(,Of 2 O 2 z (I)0 22 0 c � T � (o Q a � as 0 � 3 ZN O� �Q g x 0 0 a'§ a3 c Y NS X o U U (6 0 �° �8 1= a U � a C�� �o2 �U N C m � U c N V O c U 0 o_ WLD L 2� O ti 0 �i CONC. CURB PARCEL ID: O61WO-01-OA-OO5A0 0 U P-64" — LANDS N/F CHAXU INC. \0 ;� I P RCEL ID: 061W0-01-0 .B D. 2614, PCs. 0-13 ' � V USE: HOTEL / p-53N II GRASS II LANF>5 N/F ADRENALINE S I STORY & / / D.B. 2244, PG. 3=_ ASODNIRY /J// " // T-66" I II — II i USE: RETAIL HIGHWAY COMMERCIAL ZONE / / ��'� / T 3 4=/ =� _ = cNt`GusB _ — _ _ s -I� \ \— z-� --� — — C0N �K " P_5p" T 36 Ls C-1 COMMERCIAL ZONE / 206 ��■ �� ■ ■� �■ T / GRA CONC. PAVED / /ll l 1 j a I I / PARCEL ID: 061WO-01-OA-00400 LANDS N/F SHEOU-JONG CHIANG 4 YUN LI �III I' ��,"" / ' / . 0.22 0.81 ° S � I� /4Mai�i 17 D B. 1548, PCs. „ USE: RETAIL�gvauLr„ 206 / I Y 1 I� /' �\ • _ SAN _ _ SAN \ \ �� O / I 204 40'WIDE GAS MAIN EASEMENT \ � � \ �•\ PER D.B. 41'1, PCs. 347 // �I I 1 1; ° \ / ASPHALT PAVEMENT GRASS / - - 462 , \ / I I GRAS I ° N AREA rOl 0.90 a ° ° \ ° ° RESERV PROPOSED a ° ° I GAS MAIN EASEMENT / / «`; � / / / / I FOR BENCHMARK AUTOZONE /� FUTURE MACS NAIL 6,964 SF PER D.B. 1694, PGs. 113 / ��� �/ /� // \ ^ DEVELOPMENT ELEV=461.45 1 STORY I I \ FFE = 465.70' ° I 4 465 1 I STORY / / I / / I 1 I MASONRY BUILDING: GRASS r017 0.69 1 I I I � 202 rn I C 302 wva e °e e / I a • // // � 24" ACCESS RISER \ // 202 0 W/ VDOT MH � , TYP. I 46S . c� /� \ cn G / h / GRASS / III � I 02 0 z sw>�n A 0.22 0.87 ♦ / 16 77LF OF PAVEMENT l i i \\ \ \ D \ \ D I 402 VACANT WA MR WEIR GRASS ► �N-- / -- � N "SA 11 METER VAULT SAN 8" SAN — 1 �— � I 8" 8" SAN — - 1 V7 62 463 I GRASS b / cRas \ 11 SFTBACK W — W uN — PHP OHP— /— — OHF — — OHP� �OHP— — — OHA — OHS-� 6HP— —I OHP „ o-- / /p „ UG. WATER LINE PER MATUa (10' D.I.) \ 10"W 1 1 \ ` 10"W 101, 1 'W _ L _ 10" w / _ / CONC. WALK \ � GRASS , MAT I ------------ -- — �GRdSS--------� _ \ IRAEFiC � � � � ,� GO�� �T I CONC. CURB WWT¢R= _ — — ��-- z _ VAULT — — — — — — — — — \ -- ___ GliASS MONUMENT SIGN. SHOWN — — — — — CONC CUR�pjR_ FOR INFORMATION ONLY. �— r PORTION OF 10" DIP TO BE i�r0O RELOCATED BENEATH PROPOSED / STORM PIPE. SEE SHEET C2.0 FOR PROFILE 40'WIDE UTILITY EASEI`�eNT / 1 PER D.B. 411 PCs. 12 --�= S �t N O LE T iAI L / Al�A U.S. ROU/E 25— ' (VARIABLE RIGHT40E—WAY) ' 59,000 ADT — SPEED/ LIMIT 45 MP CONC.CURB==— �-- L = GRASS = l=--------- MEDIAN o GRASS ------ G------ ------ MEDIAN ----- ------ G— -_ --G G GRASS MEDIAN ASPHALT PAVEMENT / )75 0200LIS ASPHALT �v PAVEMENT fE■0-■ \\\ ASPHALT PAVEMENT Abo I1 / • ��-t4� / ASPHALT \ 6 s" PAVEMENT CO �cj • \ 461— I� l S LEGEND 1 1 I 1 III I 1 1111 11 AREA C INLET —� — — — 0HR \ \ ���� ■ ■ ■ ■ ■ DRAINAGE DIVIDE I \ I \ I GRASS MEDIAN \w q� Q CRAlG W J. KL3' AI'sSKI � Lic. No, 0402048507 M E O 0 0% U N vi > E w �E ~ Lu Q '"' � o cl LL L r w O ra QC W L M J U co H d p N U` Lu N z� 2 O x oQ :3"j. U j Q c Sri rn 4 N >� M a� 00 J tD � 20 z O a U z ww O O O > U C) Q Q a a Z Z O O W W ct� ct� Lu o Q � N � � M +� N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' p 0 tn 2 U d 0 w co 0 a o_ T C 0 a d U a m tn co v- cu c `o m 0 3 L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. C1.7 LD-204 ROUTE PROJECT Autozone DESIGNER: CG DATE 11/8/2019 O Q CRAIGW J. KU ARSKI r' CHECKED: UNITS :NGLISH Lic No 0402048507 2/ �/ 20 NAIL �a M E O 0 U N vi N � Q 0 > E w °� E ~ U LU V) Q � o L W 0 (O i rn Q J U co Z a J - uri O wi..,� aiAON � (D W N 4 a- z_F- °'� U U < O x ui CEW 6U- W ~~ = c N Z W W =v<U� O Ln oN > 00 W a� ZZ 00� CD H 0 OU W W a a vi � Z Z O O LD-229 PROJECT: Autozone Designed by: CG STORM SEWER DESIGN COMPUTATIONS LOCATION: Charlottesville o LU LU COUNTY: Charlottesville Checked by: _ STORM FREQUENCY 10 NOAA STATION: UNITS ENGLISH � uu � o LU Q � N \ \ M Q O N z O cj) 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 H� �r> VI W z O > J 0> k2 ce = z U J O Q w U Q w U LU 41 z LU J - Q z °6 O N 0 O Q JOB NO. 42231 SHEET NO. C1.8 ICL N LET Z � Z Z U v C�7 � C7 � p ov,a° o. a. w 113 3 � � � � a 'x OU z W H C7 �.� °i u, V C� � U � cii V � Sag Inlets Only w � a v � c4 '° °' N F� 202 DI-3B 4.000 0.170 0.69 0.1173 O'RIGHT 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 2.171 206 DI-3B 4.000 0.220 0.81 0.1782 O'RIGHT 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'RIGH 0.250 0.74 0.185 Ahead/Rt. 0.185 4 0.74 0 0.001 0.0218 8.046 2.000 0.24857 0.0833 3.8211 3.48 Ahead/Rt. 0.740 0.001 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'RIGHT 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 NO. FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF INVERT ELEVATION LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE NiunberCapacity of Pipes CFS (15) Friction Slope Ft./Ft. NORMAL FLOW FLOW TIME Sec. (17) REMARKS (18) INCRE- MENT (5) ACCUM- ULATED (6) Lateral CFS Total Q CFS (9) UPPER END (10) LOWER END (11) Depth of Flow, chi Ft. Area of Flow, An SgFt HiYi Ft. Vn Ft/Sec (16) En Ft. REFERENCE (1) STA. REFERENCE (2) STA. 101 102 100 0.00 0.00 0.08 5.17 6.49 0.00 6.87 451.78 451.44 62.81 0.00541 21 Cn�ciilu� 1 11.65 0.00200 0.97 1.36 0.47 5.04 1.36 12.45 103 SWM 102 0.00 0.00 0.00 5.00 0.00 0.00 6.87 452.10 451.88 36.78 0.00598 18 Circular 1 8.80 0.00380 1.00 1.25 0.44 5.51 1.47 6.68 201 202 SWM 0.17 0.69 0.12 0.37 5.52 6.38 0.00 2.68 455.63 455.42 21.27 0.00987 12 Circular 1 3.84 0.00510 0.62 0.51 0.28 5.28 1.05 4.03 203 204 202 0.00 0.00 0.25 5.16 6.49 0.00 1.94 456.70 455.63 106.22 0.01007 12 Cn�ctilu� 1 3.87 0.00260 0.50 0.39 0.25 4.93 0.88 21.53 205 206 204 0.22 0.81 0.18 0.18 5.00 6.54 0.00 1.16 457.50 456.80 36.11 0.01939 12 Cu�ctilu� 1 5.38 0.00100 0.32 0.21 0.18 5.47 0.78 6.61 301 302 SWM 0.25 0.74 0.19 0.19 5.00 6.54 0.00 1.21 458.72 454.83 155.40 0.02503 12 Gn�ctilaz� 1 6.11 0.00100 0.30 0.20 0.17 6.06 0.87 25.66 401 402 SWM 0.22 0.87 0.19 0.19 5.00 6.54 0.00 1.25 457.25 456.16 24.14 0.04515 12 Cn�ctilar 1 8.20 0.00110 0.26 0.17 0.15 7.55 1.15 3.20 RD1 RD 204 0.16 0.90 0.14 0.14 5.00 6.54 0.00 0.94 458.75 457.79 50.85 0.01888 8 Cn�ctilar 1 1.80 0.00540 0.34 0.18 0.17 5.22 0.77 9.75 INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/mm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE Lo (FUM) FRICTION SLOPE, Sfo (FT/FT) (M/M) FRICTION LOSS Hf (FUM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FUM) Inlet Shaping? Y/N 0.5 Ht (FUM) FINAL H (FUM) Inlet Water Surface Elevation Top of MH Top of Inlet Elev. APPROX. Adjustment? Vo Contr. Ho (FUM) Vi Vi"2/2g Hi (Expn) 0.35*MAX. (Vi2/2g) SKEW Angle K Bend H (FUM) Sum HL (FUM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 100 452.750 102 451.440 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 0.255 453.095 459.500 O.K. SWM 451.880 1.50 453.095 18 6.870 36.78 0.00381 0.140 5.508 0.118 5.283 0.433 0.152 0.0 0.00 0.000 0.269 0.000 0.269 YES 0.135 0.275 453.370 461.800 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 t45A.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 2011 BMP Standards and Specifications 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 Foresti0pen Space (acres) -- undisturbed, protected forestlopen space or reforested land Managed Turf (acres) -- disturbed, graded for yards or otherturfto be mowed managed Impervious Cover (acres) Post -Development Land Cover (acres) B Soils C Soils D Soils Totals 0.00 0.46 0.46 F 0.87 0.87 1.33 A Soils B Soils C Soils D Soils Totals ForestlOpen Space (acres) -- undisturbed, protected forest?open space or reforested land 0.00 Managed Turf (acres) - disturbed, graded for yards or other turf to be mowedr'managed 0.39 0.39 Impervious Cover (acres) 0.94 0.94 Area Check 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 TargetTP Load (lb/acre/yr) 0.41 PI (unitless correction factor) 0.90 Runoff Coefficients (Rv) MMMOO CLEAR ALL (Ctrl+Shift+R) 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 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 . 0 0.- - �■ Land Cover Summary -Pre 1 Pre-ReDevelopment Listed Adjusted' Forest/Open Space Cover (acres) 0.00 0.00 Weighted Rv(forest) 0.00 0.00 % Forest 0% 0% Ma n age d Tu rf Cove r (a cre s) 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 ,a 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 I 3,418 3,354 (cubic feet) Pre-ReDevelopment TP Load (Ib/yr) 2.15 2.11 Pre-ReDevelopmentTP Load per acre 1.61 1.67 (lb/acre/yr) Baseline TP Load (lb/yr) 10.41 Ibstacrelyr applied to pre -redevelopment area excluding 0.52 peivious land proposed for new impervious cover) 1Adjusted Land Cover Summary: Pre ReDevelo pment land cover minus pervio us land co ver (forest/open space o r managed turf) acreage proposed for new impervious cover. Adjusted total acreage is consistent with Post-ReDevelopment acreage (minus acreage of new impervious cover). Column i sho ws load reduction requriement for new impervious cover (based on new development load limit, 0.41 lbs/acre/year). Land Cover Summary -Post (Final) Impervious Land Cover Summary -Post Post-ReDevelopment Forest/Open Space Land Cover Summary -Post Post -Development New Impervious Post ReDev. & New Forest/Open Space 0.00 0.00 Cover (acres) 0.00 0% Cover (acres) Weighted Rv(forest) % Forest Managed Turf Cover 0.00 0% Weighted Rv(forest) % Forest Managed Turf Cover 0.39 0.39 (acres) 0.25 29% 0.94 (acres) Weighted Rv (turf) % Managed Turf ReDev. Impervious 0.25 31% 0.87 New Impervious Cover 0.07 Weighted Rv (turf) % Managed Turf Impervious Cover (acres) 0.95 71V. Cover (acres) Rv(impervious) %Impervious Total ReDev. Site Area 0.95 69% (acres) Rv(impervious) 0.95 Rv(impervious) °6Impervious Final Site Area (acres) 1.33 1.26 0.74 (acres) ReDev Site Rv 0.73 Final Post Dev Site Rv Treatment Volume and Nutrient Load Final Post - Post-ReDevelopment Post -Development Development 0.0825 Treatment Volume 0.0770 Treatment Volume 0.0055 Treatment Volume (acre ft) (acre-ft) (acre-ft) Final Post Post-ReDevelopment Post -Development Development 3,596 Treatment Volume 3,354 Treatment Volume 241 Treatment Volume (cubic feet) (cubic feet) (cubic feet) Final Post Development TP Post-ReDevelopment Post -Development TP Load 2.26 Load (TP) 2.11 0.15 Load (Ib/yr) (Ib/yr)* (lb/yr) Post-ReDevel opment TP - Final Post -Development TP Load per acre 1.70 Load per acre 1.67 (lb/acre/yr) (Ib/acre/yr) Max. Reduction Required) (Below Pre- 20% ReDevelopment Load) TP Load Reduction TP Load Reduction Required for 0.42 Required for New 0.12 Redeveloped Area Impervious Area M (lb/yr) (lb/yr) i Nitrogen Loads (Informational Purposes Only) Final Post -Development TN Load Pre -Re Development TN Load 15.36 (Post-ReDevelopment & New 16.16 (Ib/yr) Impervious) (lh/yr) I 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 E] Site Land Cover Summary Pre-ReDevelopment Land Cover (acres) Update Sum marySheet Print Preview Print 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 1 0.00 0.00 1 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) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0.00 0.00 0.39 0.39 29 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 Impervious) & New Im p ) (New Impervious) Site Rv 0.74 0.73 0.95 0.73 Treatment Volume (ft3) 3,596 3,354 241 3,354 TP Load (lb/yr) 2.26 2.11 0.15 2.11 TP Load Reduction Required iTotal 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 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 1.67 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Site Compliance Summary Maximum % Reduction Required Below 20% Pre-ReDevelopment Load Total Runoff Volume Reduction (ft3) 0 Total TP Load Reduction Achieved 0.00 (lb/yr) Total TN Load Reduction Achieved 0.00 (lb/yr) Remaining Post Development TP Load 2.26 (Ib/yr) Remaining TP Load Reduction (lb/yr) Required ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Drainage Area Summary D.A. A D.A. B D.A. C D.A. D D.A. 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 0.00 0.00 0.00 Total Area (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Drainage Area Compliance Summary D.A. A D.A. B D.A. C D.A. D D.A. E Total TP Load Reduced (lb/yr) 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 D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK, 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. OK. OK. OK. OK. OK. Site Treatment Volume (ft") 3,596 Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (W) TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCTION ACHIEVED (lb/yr) TP LOAD REMAINING (Ib/yr) D.A. A D.A. B D.A. C D.A. D D.A. E TOTAL 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 J 0.00 J 0.00 0.00 J 0.00 J1 0.00 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 0.00 11 0.00 11 0.00 11 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 U R.C143W3.ae' �I2� Ire Lic. No, 040204850', H 2/ 20 M E 0 0 M U N � N � > E w -E ~ U C', 3: Q �! t� 3: 0 w O ro rY LU r a_J Uco LUJ - rn M CD 0- � p N (3 LU zN � O x af W Q � = v N = U > Lnn Q 0� Cr)O N >ll M a � 00 J CD LU d U w in Z Z O OO OO 0 0 U U cl� c1_1 a a U-) U-) Z Z �O �O V)V) j W W CZ CZ DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A UJ J J H� z i O V LU J U J 0 U Jz � ce 0 QLU J W Q Uwe m �1/ LU Q W z >Q O N � O O JOB NO. 42231 SHEET NO. C1.9 6 c Z) L) 0 0 m 3 0 V) 0 2- R c m `o 0 6 m 0 m m Q `o 0 0 3 c �a =5o o � 2 CO 2 Z a)o o� T � �o a) 0 0 m � d o 0 ()f 2 zN O a) 2 a 2i x � 0 0 o 0 � o 0_ o� Q� 0M V) � X O O O U :E- 2 0 `m � o 0 0 0 E E L)_ U N 0 6 -0 .2� .0 U 0 Ln _o O U 2 V� O O � U En LD � O o_ 0 0 L A Q CRAI Vir J. K(Y ARSKI M Lic. No. O402048507 O (B O o o NO 2/ �/ 20 o r� v c o O u� °oq � c. m �,� `o � 0 00 ���D�iAL mo�� �M�LO Lo Lto m04L� � U. M� H � _M + M H = O ❑ ❑�M + N O OoD 'tZ ZO (0 0v_ 0Q� —"tZ0 Q > O�ONU)fZ Z z 0> > c)U)Pz❑ E cqU) Z o 004O 470 470 470 470 N N c Q 0 > E w 6E w V U w Q LL o E: w Q L w O ra Q J U co Z J — uri O w�..� �, 0 min ON d U` lu cV z U c-) �cC °,w ❑ Z Z = c N Z W W =�a'� F- „ •, (n oN ; 00 � w ow » CD ui OU OO a a vi z z O O O ti ti O ce o rno > w �o ui Q N \ \ M Q ❑ ti N Z O c%) DATE 0711612019 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 12+50 O DRAWN BY STR. 206 - SWM A STR. 302 - SWM A A. FONTAINE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI U • • SCALE N AS SHOWN M O O � �M • W � Lq .0 • Lo t • ❑ _ o O ���Z O ���Z0 p ❑ N NO P 0 > > OHO > > Ln v� o ~ N �CAH? z �U)P Z °c oo � rn o LO 465 465 �j o 00 LO °' LO U-) m o+ N H EXISTING APPROX. LOCATION AND o � g IL o Z z ❑ o � 0 GRADE ELEV. OF EXIST. 8" GAS LINE. CONTRACTOR TO VERIFY ❑ O > 6 Q 0 > > O> -4 ai OP z PRIOR TO CONSTRUCTION Of c/) 04 C/) Z Z PROPOSED 470 470 465 GRADE 465 460 \ 460 uj SANITARY J SEWER PIPE J ----EXISTING WEIR PLATE 460 GRADE 460 455 \ 455 � /� SWM A 1.5' MIN. V 1 77 LF OF 66" CMP @ 0.5% SLOPE ui 0 401 INV OUT: 452.10 455 24.14' OF _ _ 455 INV BTM: 452.10 450 1 450 U) 12" HDPE 103 101 MIN. O � w @ 4.50% 36.78' OF 62.81' OF J 18" HDPE 21" RCP Z LL @ 0.60% @ 0.54% RELOCATED 10" 0 DIP WATER MAINLp) O 450 450 445 445 Q w SWM A EXIST. SANITARY 8" EXIST. 77 LF OF 66" CMP SEWER. MAINTAIN 1 FT Q SANITARY @ 0.5% SLOPE VERTICAL SEPARATION. ( ) PIPE INV IN: 456.16 �/ w INV BTM: 452.41 41 m 0 445 445 440 440 w Q z `o O N 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 O RD - STR 204 STR. 402 - SWM A SWM A - STR. 100 . 0 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 x < 0 — 0 50 PROFILE SCALE JOB NO. 42231 SHEET NO. C2.1 tn PROPOSED GRADE 465 465 EXISTING GRADE 460 PRO 460 PROP. GAS LINE SANITARY SEWER I PIPE 3-2 455 _ 203 455 205 36.10' OF 106.22' OF 201 12" HDPE 12" HDPE 21.27' OF @ 1.93% @ 1.01% 12" HDPE @ 1.00% 450 450 SWM A 77 LF OF 66" CMP @ 0.5% SLOPE INV IN: 455.42 INV. BTM: 452.21 445 445tn PROPOSED GRADE 465 465 PROP. EXISTING — SANITARY GRADE SEWER 460 1' PIPE 4-3 460 MIN. 455 RD1 50,g4.OF 8., HDPE @ 1 gg / 0 455 450 450 1" TYPE K COPPER PROPOSED TERLIN GRADE 465 \ �WA 465 EXISTING \ GRADE \ 460 1"TYPE K 460 COPPER SWM A 455 77 LF OF 66" CMP @ 0.5% SLOPE 455 INV. IN: 454.83 301 INV. BTM: 452.48 153.69' OF 12" HDPE @ 2.53% 450 450 445 445 / / / ASPHALT v PAVEMENT O / / PARCEL ID: 0611110-01-0A-005A0� CONC_CURB LAD$. N/F PCs U INC. � NDS CHAXJ�� �� P-64" — PARCEL ID: 061W0-01-0A-00200 // / P-53" II �A� II D.B. N/F ADRENALINE SPORTS LLC / \ I STORY �y D. 2244, PCs. 354 \� USE: HOTEL / MASONRY �� T-66" II II USE: RETAIL //,\ ASPHALT S �I CONC. CURB \ / BUILDIN �J T3" coNccuae=_ _�-- — —___ JI / PAVEMENT HIGHWAY COMMERCIAL ZONE � / GP- LIS L/S T-36" LIS / \ C-1 COMMERCIAL ZONE / GRASS' CONC. V 11 A PAVED /I I \% PASPHALT AVEMENT i VAULTS PARCEL ID: 061W0 01 CA 00400 ° LANDS N/F SHEOU-JONG CHIANG 4 YUN LI D.B. 1548, PCs. 031 /$'� �Lr" USE: RETAIL / III � �VA SAN SAN / G O D 40'WIDE GAS MAIN EASEMENT I / G TG � { / / �// PER D.B. 411, PCs. 341 J � ° / / a / ASPHALT PAVEMENT /GRASS / / / Zi / // GRASS ° A AREA RESERVED PROPOSED < ° / c ASPHALT /l l PAVEMENT GAS MAIN EASEMENT / ��// QFUTURE FOR BENCHMARK AUTOZONE PER D.B. 1694, PCs. 113 / /` / / / DEVELOPMENT ELEv 461.415 6,964 SF 1 STORY I STORY MASONRY BUILDING / GRASS 0 1--45'0 / z G, � �w q °4, Q C O SWM FACILITY NT Q � �� a° a ll/ I� / amm EASEMEO ° ° a co A o / III GRASSI 22.5'' PASPHALT AVEMENT /II / VACANT WATER / II 111 / r� II \ L-] GRASS 8" SAN SA 10, MEIER VAULT 8N 8" SAN „SAN 8S N— s It � G Q� GRASS W W EO \\ \ — PHP 0 OH — OHP OHP — — — OHP — — OHP— 6HP— — OHP— „ �— HP— — — — \ O \\ �� UG. WATER LINE PER MARKOUT (10- D.L) / 10"VV 10 yV 1011W 10"W[ 1 W 1011W / / / COCONC.WALK MAT C'� 1 _---------- ------- _ TRAM CONC. CURB W GUTIER VAULT GRASS — — T —Q-1%9 L K— — — — ------ cavccuRe�curTER---�� 13 J 40'WIDE UTILITY EASEMENT PER D.B. 411, PCs. 12 SEMINOLE TRAIL AKA U.S. ROUTE 25 59,000 ADT — SPEED LIMIT GRASS rnur fURB _ — _ — = = — — — MEDIAN --— — GRASS � MEDIAN GRASS — C' — MEDIAN G— - - GRASS MEDIAN SCALE 1 "=20' NOR 0 20' 40' Q CRAl Vr J. K(Y ARSKI Lic. No. 0402048507 20�' M >_ O 0 0% U N vi N � > E �; E w Lu a LL � o 0U. w0 �� Q J U co Z w H — ui O aiANON (� LU -,:I- oC O xLn w �� aim ~ ~ = U > 0 Lr1 00 oN ; 00 J �.D H � 0 CIL CIL Ln � Z Z O C7 O o 0)o > w w �o U Q ti +� N z O DATE U) 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. KOTARSKI • • SCALE 1 "=20' • • • w J eJ I —I z V W w z O Q W > 2 J z W Q Qo w w J vaw w I-- m Q Lu Q � z � O N o O cl) Q JOB NO. 42231 SHEET NO. C2.3 L L NOTE: PER THE GEOTECHNICAL REPORT, EXISTING ASPHALT PAVEMENT SHOULD BE REMOVED AND HAULED OFF SITE. ABANDONED BURIED UTILITIES AND UTILITY TRENCH BACKFILLS SHOULD ALSO BE / 17. 0= REMOVED. SPECIAL ATTENTION SHOULD BE GIVEN TO REMOVE ANY \ 'V REMNANTS OF THE PREVIOUS RESTAURANT BUILDING, INCLUDING o�� FOUNDATIONS, UNDERGROUND UTILITIES, GREASE TRAP, AND /OR // �� N ASPHALT OTHER PREVIOUS CONSTRUCTION THAT WAS NOT REMOVED DURING / / PAVEMENT O�Q THE PREVIOUS DEMOLITION ACTIVITIES OR INDICATED BELOW. CURB PARCEL ID: 061WO-01-0A-005A0 � V P-64" LANDS D$. 264, f=G. 013C J=� � V { \ P RCEL ID: O&IWO-01-OA-00200 USE: HOTEL / P-53" II GRASS I LA16N/F ADRENALINE SPORTS LLC I I STORY D. 2244, PCs. 354 MARY T-66" �cN /� // I �I II I OZ. RETAIL / 4 LA / SON� / BUILDI — — CDNC_.CURB _ s -I� 1 coNr cu i ASPHALT HIGHWAY COMMERCIAL ZONE /� / T 3" =—�� _ — — — — - =-� — \ = �_ _� _ — — ea—,— / Q _ - � � _ _ _ _ � \ PAVEMENT / P-52" L/s Tz3M L S C-1 COMMERCIAL ZONE �N // / / T 3,-3 - - - ASPHALr _ / \ \ \ -36" �T--36" CONC. / (2)T 6" \ s7 / \ 6Q LA \ PAVED I i / / / / / / T ASPHALT PAVEMENT PARCEL ID: 061WO-01-OA-00400 — I I I/ / �&UIL®v" / �' REMOVE LANDS N/F SHEOU-JONG CHIANG E YUN LI � I I � / �,, � CONCRETE D B. 1548, Pls. 03� / llI I / I / AULT;y PAD PARCEIL ID: 061WO-01- 00300 USE: RETAIL / III i I I // �� // ASPHALT LT LANDS N/F UNIV�ITY OF VIRGINIA.Q0UNDATION \ / Y / I/ REMOVE _ _ D.B. 3296, PCx. 514 \ \ ASPHALT 7 \ I / TREES - - - - 463 - - - - _ _ REMOVE \ \ \ \ \ \ \PAVEMENT % 1 Ab(I J� 40'WIDE GAS MAIN EASEMENT /CONCRETE PER D.B. 411, PCs. 34"1 I 1 1/ / B\ \ \ \\ I ' ` \ \ \ I SAWCUT �CONC. \ \ \ \ BASE \ \ \ T 3_ P SENT �/ T-s 9\ (3)T GRASS GRASS / / \ _ - _462- I \I T-9 i 0) \ I a) ASPHALT O / O 0/ / / / G) / \ GRASS / I II PAVEMENT GAS MAIN EASEMENT / / e��� / // 1 BENGNMARK I 43" HOLLY !// / / / 1 ELE =MA(S 61.4I55 I II / PER D.B. 1694, PCs. 113 / ��.// I � SAWCUT 43" HOLLY T ` ASPHALTI STORY I 2 PAVEMENTS / �� r^�� MASONRY B ILDCx INGRASS �, 0 / / T-45"� 0) / 1 � m •p APPROXIMATE�'� / I / 1 c_ LOCATION OF / / I / � I I T-40" oil \ I&V / GAS LINES. / / / / X d REMOVE 1 I� ��. ASPHALT I / ` PAVEMENT I / ORA coO � GRASS / 1 / / I � REMOVE T-40" ,cb � / / (4)T-/"� CONCRETE y I 1 / \ -4g6 ' V RAMPGRASS \0-1 \ PaE C rn -20" REMOVE I / / �ST �MH ASPHALT 'II 1 \ \ \ LIGHT U� I // 1 RI465.96 PAVEMENT i /I / \\ \ \ 45" HOLLY SANITARY SEWER UNEpMq�T I / �'� SAN.MH /---I�1—/ --- \ —� ---� ---- TO REMAIN4 HOL ----1'-------1-- RIM-456.64 VACANT W E (°) INV=444.14 1 / , �-- (b) I 1 (b) INV=444.14 / \ O s / — { ' JS \ �. 8" S 1 �� R f 8" SA Ily GRAss- 8" SAN \ \ - - f 8" SAN — -I- - -f 8" dAN �A 4dYM MH \ sMH 1 c INV=449.34 (c) — / ME1ER VAULT n — — ` / 84 PORTION OF 10" WATER -MAIN REMOVE EXISTING \ ASPHALT T I I 1�=464.87 SAN. V= 1 / ]/ /` RIM=465.22 (°) INV-460.79 1 I I I / T � � (b) IN1�461.79 III I I METER VAULT REMOVE \ \/ P \ \// \ \O BE RELOCATED FOR \ \ \ \ INLET 12 SPACES I I / 4 \ PROPOSED STORM PIPE \ 1 GRASS cRass \ \ CA POLE \\ REM�VE PIPE , STORM MH GRASS LJ RIM=460.50 \ \ \ \ �� — \ VAULT INV=456.52 PHP OHP— /— OH�F - OHP� �OH��i - - OHP 1 - --I O - HP— „ UG WA LINE PER MARKOUT 10" D.1. I i / STORM MH 10 W 0 NV \ 10 \�/ 10 ' W S~ \ RI=4ss.4s 1 \ \\ IN 460.07 21" RCP - - - - GRASS SIQRM MH , MAT I \ \\ \ \ ---------- 0 =_ - GRASS ---- \ TRAFFlC RIM=462.44, G STORM MH C0 CURB W�T]ER 21" RCP --- - T -ems= VAULTS \ \ (a) INV=45382� / \ (b) INV=453.6 RIM=455.61 / mot= --- _--------- / \ / INV=451.34 , / -��_- 1 - - - - - -\ 21" �P -GONG jY9LK L) °) � GRASS - D CONC CUR W� ^ REMOVE T— / =_ / CONCRETE CURB A / / / 13 / AND GUTTER 40'WIDE UTILITY EASEI�PENT D / i /ER D.B. 4-11 PCs. 12 / S /tNOLE TCAIL AI�A U.S. ROUE ��- / / VARIABLE RIGHT40E-WAY ADT - SPEED1 LIMIT 45 MP GRASS CONC CURB — _ _ MEDIAN of GRASS MEDIAN GRASS ------ MEDIAN - G G CONc'. c'URH GRASS MEDIAN q� :1,zm PSI 0 o Q CRAlG W J. K13' AI'sSKI � Lic. No, 0402048507 M >_ O 0 N U N N > E w �; E _4_� Lu ~ U Q � o Lu O ra OC W L M Q J U co a J - ui H d p N U` Lu N 3: O � X c U j a c Lr, 4 0-' N � M d � 00 J � H 20 Z O I - a tY U 0 Z Z O O O C) C) a a Z Z O O W W w �o Q � N C] ti rn +� N DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' ui J J V / ui a z O J z z Q o O W I--- Z Q J Uwo m waw z O N O p 0 c tn U d 0 w m 3 0 w 0 a o_ T c m 0 a 0 c m tn c m V_ cu a c 0 m 0 3 c L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. D1.0 INTERIOR PARKING LOT LANDSCAPED AREA ,TH OF PARKING LOT LANDSCAPED AREA 3,093 SF HIGHWAY COMMERCIAL ZONE C-1 COMMERCIAL ZONE �I / I /I� 1-, To ITA VIR(5) AG SWE(5) / ILE WIN (10) ITA VIR(5) 04 7 ' • � w / G � G z 7VACANT WATER (9)GIN PRN / \ L] (12) MAG SWE 'SAN — 1 j i PHP , OHP — O OHS • i "'10° DI / \ a PED Due 11 \ \ \ 'r6 \ QUE BIC(3) ITA VIR(65) SAN SAN ULM ALL / o �► PLA ACE (8) fG 4 AA d i d / HYP PER (29) ILE WIN(7) ! d 5 d ILE INK(10) PROPOSED AUTOZONE CAR SED(39) i 6,964 SF • 1 STORY (2) BET HER O 232.6-44/ d ° ° ITE SPR(26) /// co / D 4g4 ILE WIN (15) )ILE INK _— A (46)PAN SHN - SAN-- / ISA 10"W 10"W (70) BAR SED 10" 7- 21" RCP \ — — - TRAMC 21 RCP--- VAULTO 100 S E M I N O L E 301.5' G— I • OH P— • OHP �rED HP— — CAR SED (81) o \\ O MAT i 0 �\ i i — — — — — — — — 21" RCP — — — MONUMENT SIGN. SH ------____—_' FOR INFORMATION ONLY. T R A I L LANK W. H 14 �'"'''��CpC�III z o. 2/3/2020 U� w r �gpE ARC��� M >_ O 0 0% U N vi >E Lu ~ U ou < LL 0 LL o w O m QC W L M J U co U, J — Lrj U` W p N z 1... °1 O x LL U j F- a c Sri m fV ul >� M a� 00 J to H z O d U z W W o O O > U U Lu � Z Z O O as O O �4 �4 W W w �o Q � N � � M +� N DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' uj J J H� V w Z O Q Q J z � o a- W = J U Uwo mz Lj Q Q z J O N O 2 99 a tn U C d 0 co co 0 a o_ T C a a 0 c co tn co V- co o_ O m 0 3 L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. L1.0