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HomeMy WebLinkAboutWPO202100003 Plan - VSMP 2021-08-31STARBUCKS - 2231 SEMINOLE LANE SITE DATA: TAX MAP PARCEL: 045B1 -05-OA-01 100 PARCEL AREA: 0.70 ACRES LIMITS OF DISTURBANCE: 0.59 AC ACRES ZONING: HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS, PORTIONS OF PROPERTY ARE WITHIN THE MANAGED STEEP SLOPES OVERLAY DISTRICT PROFFER SIGNED 1/8/2020; ZMA 2019-00011 APPROVED 2/5/2020 MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: HURT& PROFFITT 2524 LANGHORNE ROAD LYNCHBURG, VA 24501 JOE F. SCHUPPE, L.S. (434)847-7796 JSCHUPPE@HANDP.COM APRIL 4, 2019 FIELD VERIFIED OCTOBER 2020 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED BETWEEN ROUTE 29 AND THE SUBJECT PROPERTY, APPROXIMATELY 130 FEET FROM THE PROPOSED BUILDING. WATERSHED: SOUTH FORK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED FRONT MIN: 10' MAX: NONE (PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY) SIDE NONE (PER BUILDING CODE) REAR PARKING:20' BUILDING: 50' MAX: NONE USE PRESENT: ABANDONED PARKING LOT PROPOSED: ±1,150 SF STARBUCKS WITH DRIVE THRU MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 18' PARKING TOTAL REQUIRED PARKING: 15 SPACES MIN. (1) ADA VAN SPACE GROSS FLOOR AREA (GFA) = 1,150 SF STARBUCKS RESTAURANT: 13 SPACES / 1,000 SF GFA 1,150 SF X 13 SPACE / 1,000 SF = 15 SPACES TOTAL PROPOSED PARKING: 12 SPACES [2 ADA COMPLIANT, 1 OF WHICH IS VAN ACCESSIBLE] [THE REQUEST TO PROVIDE 12 PARKING SPACES INSTEAD OF 15 WAS APPROVED BY THE ZONING ADMINISTRATOR ON APRIL 22, 2021.] IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.419 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.428 ACRES VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL 10TH EDITION Trip Generation for Starbucks - 2231 Seminole Lane VSMP/WPO PLAN WP02O21OO003 ALBEMARLE COUNTY, VIRGINIA L 0 C H R I D G E 3/22/2021 DoubleTree by Hilton Hotel Charlottesville Sam's Club Q POGO Grounds Rd ©UVA Primary Care Riverside S QUmansky Honda Walmart Supercenter Q SITE LOCATION 659 c�; t f Jim Price Chevrolet Q Charlottesville Bowlero Charlottesville Albemarle SPCA Q WOODBROOK / CROSSINGS / s CONDOS Q Skrimp Shack Order DoorDash Q I Goog[e IFIELDS LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Coffee/Donut Shop with Drive -Through Window 937 1,150 SF (GFA) 943 55 56 113 22 21 43 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES: RESTAURANT: 50 GPD/100 SF FLOOR SPACE TOTAL GPD: 50 GPD X 1,150 SF/100 SF = 575 GPD AVERAGE HOUR: 575 / 24 = 24 GALLONS PER HOUR MAX HOUR: 300% OF AVERAGE HOUR = 24 X 3 = 72 GALLONS PEAK DOMESTIC DEMAND: MAX HOUR X 2 = 72 X 2 = 144 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RESTAURANT: 50 GPD/100 SF = 50 GPD X 1,150 SF/100 SF = 575 GPD TOTAL GPD = 575 GPD NOTE: SINCE LOCAL FLOW RATES ARE BASED ON SEATING, THE FLOW RATES USED ABOVE ARE BASED ON RATES LISTED IN 15A.NCAC.02T.0114 WASTEWATER DESIGN FLOW RATES. OMonticello United Soccer Club %tea RieP� CARRSBROOK �Qa Glwcmt&r?, 4 DW9r Rd �C VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER: COMMERCIAL RENTALS LLC 1024 CARRINGTON PL. STE 100 CHARLOTTESVILLEI VA 22901 CONTACT: DHANVANT GORADIA TELEPHONE: (434) 989-8667 EMAIL: DHANVANT.GORADIA@GDE-INC.NET ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG.KOTARSKI@TIMMONS.COM S T I L Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 STARBUCKS DETAILS & PROFFERS C1.4 SWIM FACILITY DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 E&SC NOTES & DETAILS C3.1 E&SC PHASE 1 C3.2 E&SC PHASE 2 C4.0 LAYOUT & UTILITIES PLAN C4.1 EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 INLET DRAINAGE AREA PLAN C7.0 UTILITY PROFILES TOTAL = 17 SHEETS APPROVED by the Albemarle County CommBunjtyie2ellopment Department Date �� 33 File WP02021000003 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. O- U CRAIG W. J. KGI.ARSKI> Lic, No. 0402048507 4G,, B/ 25/ 21 Ui 0 0 cD 0 0 x 0 w w_ U Q z O Ce 0 r r•� Z O i f H L O � a OU a ti O w W 0 z o2i a z0 OU O ul m c = Q O � J a Q U J a ~ uj a rx Q > > Q w Q 0 DATE 3/22/2021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W 3 z a V^J` N 3 W 0 3 J N 8 0 z > 0 H� N _ 5 N a Q c Uj ' I z ,= p U Lij > o M uJ � O 2 t fV Q U 3 = NLu m 0 2 Q 2 JOB NO. 47165 SHEET NO. C0.0 a o E LEGEND ROADS SEWER ® S ------ EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. WATER CURB W EXISTING WATER LINE O CURB & GUTTER GRADING BENCH MARK TC = TOP OF CURB . . C CLEARING LIMITS BC = BACK OF CURB 200 EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 - PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS + 240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 N/A = NOT APPLICABLE TO THIS PROJECT PROPOSED SPOT ELEVATION 1O PARKING COUNT JUNE 27, 2019 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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800-552-7001 . 7. 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. 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). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. 15. . 16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 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 7:00AM 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) GENERALNOTES 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 THE 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 2009 ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. THESE SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 36. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSTIVIE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 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. SUPPLEMENTAL REGULATIONS PER SEC. 5.1.60 - DRIVE -THROUGH WINDOWS EACH DRIVE -THROUGH WINDOW SHALL BE SUBJECT TO THE FOLLOWING: a. IF THE BUILDING IS ADJACENT TO A PUBLIC STREET, ANY DRIVE -THROUGH WINDOWS SHALL BE LOCATED ON THE SIDE OR REAR OF THE BUILDING, AWAY FROM THE PUBLIC STREET. b. NO DRIVE -THROUGH LANE SHALL BE LOCATED BETWEEN A BUILDING AND A PUBLIC STREET UNLESS SEPARATED FROM THE RIGHT OF WAY BY A LANDSCAPED AREA THAT COMPLIES WITH SECTION 32.7.9.5(B), (C), (D), AND (E) AND IS AT LEAST TEN FEET IN DEPTH EXTENDING THE LENGTH OF THE DRIVE -THROUGH LANE. c. NO PORTION OF A DRIVE -THROUGH LANE SHALL BE LOCATED WITHIN 50 FEET OF A RESIDENTIAL DISTRICT, THE RURAL AREAS DISTRICT, THE MONTICELLO HISTORIC DISTRICT, OR ANY PART OF A PLANNED DEVELOPMENT DISTRICT ALLOWING RESIDENTIAL USES. d. IF ANY PORTION OF A DRIVE -THROUGH LANE THAT IS LOCATED BETWEEN 50 AND 100 FEET OF A RESIDENTIAL DISTRICT, THE RURAL AREAS DISTRICT, THE MONTICELLO HISTORIC DISTRICT, OR ANY PART OF A PLANNED DEVELOPMENT ALLOWING RESIDENTIAL USES, THE DRIVE -THROUGH WINDOW SHALL BE OPEN FOR BUSINESS NO EARLIER THAN 7:00 A.M. AND SHALL BE CLOSED NO LATER THAN 10:00 P.M., DAILY. A. EACH DRIVE -THROUGH LANE SHALL BE SEPARATED FROM ANY PEDESTRIAN TRAVELWAY, EXCEPT WHERE A PEDESTRIAN TRAVELWAY CROSSES THE DRIVE -THROUGH LANE AS PROVIDED IN SUBSECTION (F), AND ANY VEHICULAR TRAVEL AREAS, BY A PLANTING STRIP AT LEAST FIVE FEET IN WIDTH. B. IF A PEDESTRIAN TRAVELWAY CROSSES A DRIVE -THROUGH LANE, THE OWNER SHALL PROVIDE EITHER A FIVE FOOT WIDE RAISED PEDESTRIAN TRAVELWAY OR A FIVE FOOT WIDE PEDESTRIAN TRAVELWAY CONTAINING A CHANGE IN TEXTURE AND VISUAL MARKINGS. C. EACH DRIVE -THROUGH LANE SHALL BEAT LEAST 11 FEET WIDE. D. NO DRIVE -THROUGH LANE SHALL ENTER DIRECTLY FROM OR EXIT DIRECTLY TO ANY PUBLIC STREET. E. EACH ENTRANCE TO A DRIVE -THROUGH LANE SHALL BE MORE THAN 50 FEET FROM ANY INTERSECTION WITH A PUBLIC OR PRIVATE STREET OR TRAVELWAY WITHOUT PARKING. F. EACH DRIVE -THROUGH LANE SHALL BE A MINIMUM OF 100 FEET IN LENGTH MEASURED FROM THE CENTER OF THE FIRST WINDOW OR SERVICE POINT. THIS LENGTH MAY BE REDUCED IF A STUDY IS SUBMITTED AND APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT OR HIS DESIGNEE DEMONSTRATING THAT A SHORTER LENGTH WILL BE SUFFICIENT FOR A PARTICULAR USE. G. EACH DRIVE -THROUGH LANE SHALL EXTEND AT LEAST 20 FEET BEYOND THE DRIVE -THROUGH WINDOW. H. IF A DRIVE -THROUGH LANE IS LOCATED ADJACENT TO AN INTERNAL TRAVELWAY, THE DIRECTION OF TRAVEL IN THE DRIVE -THROUGH LANE AND THE TRAVELWAY SHALL BE THE SAME UNLESS THEY ARE SEPARATED FROM ONE ANOTHER BY A LANDSCAPED AREA THAT COMPLIES WITH SECTION 32.7.9.5(B), (C), (D), AND (E) AND IS AT LEAST TEN FEET IN DEPTH EXTENDING THE LENGTH OF THE DRIVE -THROUGH LANE. SPECIAL EXCEPTION SE202000029 APPROVED BY ALBEMARLE COUNTY BOARD OF SUPERVISORS ON MARCH 17, 2021. THE FOLLOWING CONDITION APPLIES TO DRIVE -THROUGH WINDOW HOURS OF OPERATION: THE DRIVE -THROUGH WINDOW MAY OPEN FOR BUSINESS NO EARLIER THAN 5:30 A.M. AND MUST CLOSE NO LATER THAN 10:00 P.M. DAILY. 4" TOP OF CURB R=2" BASE VDOT A-3 CONCRETE CONTINUE 21B STONE BASE SUBBASE FROM ADJACENT PAVEMENT SECTION UNDER CURB " VDOT STANDARD CG-2 CURB No Scale 2„ R CONC CURB AND GUTTER CLASS 3A, (Pc=3,000 PSI) CONCRETE 6„ 14 1"Al ? d' a j- / a a 7 „ a.a a° e d \ da ca d a r 4" MIN. 6" 6" 2'-0" CONTINUE 21 B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3: l 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). p���ALTH O� U cRAIG W. 7. xOTARSKI Lic. No. 0402048507 on. 8/ 25/ 21 M E 0 a, o N Vi N C > E w ° E LU aLLo3 ow- w 0m K Lu t M d J U m J -u U W N R w � 3: 0 X 0J N LL 4 =,;,. Ln _ N = U > F ¢ . C L^ o N Oi � M o w vi 0 0 0 0 CC 0 w w_ U Z O 0 0 H DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A LU I5 z a J LU J n O z`o H�N 5 Q U) o 6 LU > J s v )} Q ~ `° Z r 11J a 1�1 Q o Mw N Q C/) 2:a Nww o _j o cD 0 1 p °Z n0 Z o2 A �-6 v) m- E o a �N U 0 rr � D 0 3 Z 0 m K1 0 � LJJ � a 0 o QM 2 m X� �N X C d dh 0 0 E `o �M V N 06 a f0 'a JOB NO. w 0 2 .- 47165 C V SHEET N0. n o C1.0 t E F_ 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A ©11 KNOX@ Knox -Box® 3200 Series ���T ( P. r' AF1�R=.P^^° 'neP 19J5 HINGED DOOR MODEL METAL INSPECTION FRAME W/ SOLID LID /, HALF PLAN VIEW MH-1 EXIST GRADE 1 7yCy Recemil Mount High Security IndustriaVGovernment Key Box (NEENAH R-1975 OR EQUIVALENT) 10" TYPE 21-B AGGREGATE SUBBASE COURSE j` with Face Flange - o 0 0 o FN m.m 3" CONCRETE COLLAR O Qm r-°'• CRUSHED STONE BEDDING \�\�\�\�\�\�\�\�\� QC[tATGW.7.K0'LARSKI�' Front View -raLc GDI�I CE 6" DI CLEANOUT Lic.No.0402048507 �. A `1 COMPACTEDSUBGRADE pp 8/25/21 Heavyego Thick Stainless SEE STARDAR/D SL-1FOR APPLICABILITY OF SAFETY SLABS. -- ON�A�LN�. G a Stainless Steel Steel B � i - B •HAS'• lock cover UDoor Hinge STANDARD MH-1 NOTE: -PLUG AT END OF LINETHE TOP OF MASONRY IS TO BELEFT Hde TroyFRAMESUFFICIENTLY Low To PEflMIr PROPER - - _ -_ADJUSTMENT OF COVER AND FRAME TO -DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS GRADE BY THE USE OF MORTAR ORtamperseal - BRICK AS DIRECTED BY THE ENGINEER. 1/2"solid plate CD 0 steel door �� '• _ CLEANOUT DETAIL LIGHT DUTY ASPHALT PAVEMENT SECTION N The number one high -security KNOX-BOX® is used for most with gasket (-1/4" Solid steel housing N w ' MT SLAB TOP AS DETAILED 4'•0" No Scale Q O 100%welded �� No Scale E - ON STANDARD T-MH-2 MAY BY commercial applications including businesses, schools, 32M Surface Mount O �� � t : SUBSTITUTED FOR TAPERED � E SECTION WHEN APPROVED BY W governmentandpublic buildings, community associations and THE ENGINEER. 1.5" ASPHALTIC CONCRETE SURFACE x - STD.ST-1 ; HALF SECTION A -A r w N 3 apartment complexes. The 3200 Series KNOX-BOX holds keys, wlrH FRAME AND COVER REMOVED) COURSE - SM-9.5A U w ; Ida" SIGNAGE NOTES: Q M4 �, access cards and other small items necessary for emergency Front View side view " " BRICK CONCRETE 2.5" INTERMEDIATE BASE COURSE - BM25.OA o � I- 4'-0" ••• W m .H Z access. ?'WIDE 5" DEEP a i:: NOTES, 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST ¢ � v m z The hinged -door 3200 Series KNOX-BOX is more convenient a• BEVEL 45• 1. QIIMTITES SHOWN ARE FOR MANHOLE CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: w IJH - � O i WITHOUT PIPES. THE AMOUNT DISPLACED 8" TYPE 21-B AGGREGATE SUBBASE COURSE > 0 M O 11W 51 cage, '>? �r BY PIPES MUST BE DEDUCTED To A MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ' d o ry P than the hft-off door version because It allows single-handed 100%welded 0 _ operation and opened or closed, it's all one unit. \ R I Features and Benefits ?' 9 CONCRETE -- • Holds up to 10 keys and access cards in interior HIGH © `" FoonNc compartment o- • • •• ••DE •HICK . . • • Ensures high security. Box and lock are UL® L® Listed , L W 8•+r2 TER�4'-WALL THICKNESS) r • Includes a Knox -Coat® proprietary finishing process Flange ? X?'naF- SECTION B-B that protects Knox products up to four times better (rocagsed model only) (eLeg°� BRICK CONCRETE OR than standard powder coat model only) CONCRETE BLOCK - • Resists moist conditions with a weather resistant door TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONC�TE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.0 0.785 1.961 7 1.0 0.785 z.223 8 1.2 0.755 2.455 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 .970 3.817 13 2.5 0.970 4.179 14 2.8 0.070 4.541 15 3.1 0.970 4.903 16 3.4 0,970 5. 17 4.0 1.173 6.032 INCREMENT 0.45 0.582 DBTNN TRUE WANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN 24n B, THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. D W won H :I - a h COMPUTING CONCRETE QUANTITIES. EACH 3. (ADDITIONAL C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. .Z-, O �iB x roil W FOOT OF DEPTH. D. THE 2000 INTERNATIONAL FIRE CODE. \\/\\\\/\\/\\\/\\\/\\\\/\\ it e Q G ~ 4. MATERIALS MAY BE BRICK, ONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. C = N N 45 Z U d Q 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID COMPACTED SUBGRADE •1A-, > = Li O O 5.IF BLOCKS ARE USED THE LNMM THICKNESS OF SAME B To BE V. CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY Q Ul 7 m a OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. Ol g N > Z ¢ CONCRETE. S. ALL CONCRETE TO BE CLASS M. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS a W O Q (q ¢ 7. WHEN SPECIFIED ON PLANS THE INVERT B TO BE SHAPED N 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE 00 � o W � Z ACCORDANCE WITH STANDARD B-1. PLACINGNO CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST U) Q ai TEAS �o�TAL GALVANIZED BY THE CONTRACTOR. - O SHAPING SHAPING B TO NCTURE. IN THE MD FOR THE STRUCTURE. W cl ti m HEAVY DUTY ASPHALT PAVEMENT SECTION �; Q m 3200 Recessed Mount SOLID WHITE LINE � Z O � Z) gasket SPECIFICATION XVDOT No Scale rn n REFERENCE II II P. m Z U) g p MANHOLE FOR 12 - 48 PIPE CULVERTS ROAD AND BRIDGE STANDARDS STOP �) O V) _ W K • Hinged door allows single-handed operation = cn � 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHE 1 aF 5 Q • Colors: Black, Dark Bronze or Aluminum Da.o1 EXPANSION JOINT WITH ro i O Do a Orderin S Specifications � 1n a Weight: Surface mount - a lbs. PREMOLDED EXPANSION 1/4" SEALANT cc ¢ > > Q To insure procurementand deliveryatthe 3290 Series KNOX-BOX, it is suggested Is-1 I FILLER, "ZIP STRIP" OR Recessed mount-91bs. 12' �I NON SLIP BROOM FINISH that the Xsuwingscessed oidnparagrophbewith/ EQUIV.,SEALWITH KNOX-BOX surface/recessed mount with hinged door,with/without UL Listed tamper switches. (VARIES) WWF 6x6 W2.9XW2.9 o rA ti ^E ^1 ^I SILICONE SEALANT L' r`1 0 0 0 0 1/4"plate steel housing, l/2"thick steel door with interior gasket seal and stainless steel door STD. 2" > w O Options hinge. Box and lock UL Listed. Lock has 1/8" thick stainless steel dust cover with tamper 9 R1-1 w N N N N = Q En 7 h O L 1 • Alarm tamper switches (ULListed) seal mounting capability. �. STOP BAR DETAIL ' 6"4,000PSIAIRENTRAINEDPORTLAND ��'""N Exterior Dimensions: Surface mount body- 4'Hx5'Wx3-3/4'Dj SHAPE TO EEVATION NOTE: STOP SIGNS TO BE 30" WITH 4 . ..4 .. - ¢ v • Recessed Mounting Kit (RANK) for recessed models only Recessed mount flange-7'H x7'W �yj LARGEST PI PE.°F HIGH INTENSITY SHEETING NO SCALE a, ,4:. -°' CEMENT CONCRETE Z O Lack: UL Listed. Double -action rotating tumblers and hardened stcel ' /�� I vB DATE • Inside switch for use on electrical doors, gates and other pins accessed by a biased cut key. SHAPE To electrical equipment Finish: Knox -Coati proprietary finishing process CONTOUR I 6" TYPE 21A STONE COVER > Colors: Black, Dark Bronze or Aluminum I j 312212021 P/NMfr' 3200 KNOX Series X-BDX(mfrscat. ID) / ,•' I i SOLID WHITE LINE 6\� j�= COMPACTED SUBGRADE (CBR 4) DRAWN BY Mfr's Name: KNOX COMPANY .. ' I KNOX COMPANY • 1601 W. Deer Valley Road, Phoenix, AZ 85027 • (800) 552-5669 • (623) 687-2300 • Fax (623) 687-22M • Web: www.knoxboX.Dom • E-mail: Ildu®knoxbnmm I A. FONTAINE CC-12 DENOTES HEAVY DUTY CONCRETE PAVEMENT ON PLANS • DESIGNED BY A / / / • • 4 SLOPE TO GRAN TO INVERT 2' I I 2' MS DOWELS, LONG PERMISSIBLE 12:1 MN(' OF OUTLET PIPE A. FONTAINE AT12"C-C CONSTRUCTION 12:1MN(. SECTION A -A �P) �P) HEAVY DUTY CONCRETE SECTION �• CHECKED BY 5'MIN. JOINT -� ;am q•MB ' ' 12n MAX ''S PFETRANSITIONDIAMETERS BETWEEN y B PIPE gMETERS WHEN METHOD OF TREATMENT IN DROP INLETS STRIPING AND SIGNAGE DETAIL No Scale . 2:1 MAX SIZES WITH BUFFER STRIP q ARE ENCOUNTERED. 6 NO Scale • • C. KOTARSKI RAMP RAMP NON -SLIP BROOM FINISH (SEE TABLE) (SEE TALE) SCALE A 12:1 MAX sa A-- NOTES' \� VARIABLE WIDTH' N/A TRUNCATED DOMES a. 4- MN SHAPING OF MANHOLETOAND INLET INVERTS IN TURFS SPECIFIED WITH a°O ° 0 SEE SHEET 1 OF 5 FOR DETAILS .a MAX. CROSS SLOPE 2 k THIS ORAWNG B TO APPLY TO THOSE STRUCTURES INVERT OF SLOPE TO DRAM ON PLARS OR WHEAE AVERT OF PIPE B ABOVE AVERT TO AVERT OF 5'-0" MIN � STRUCTURE. OUTLET RIPE c 4 a y1 ' SHAPE TO MATCH FACE MANGLE OR DROP INLET B TO BE FORMA AND CONSTRUCTED .a I' PAVEMENT , _ •• BACK OF CURB of ROADWAY CURB WITH BUFFER STRIP y-THESHAPINGDETAILED . < N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 20:1 4 : 1 5' MIN PORTLAND CEMENT CONCRETE MIX ONFORMINGTTO°CC"SS AT OR // /// ///\\ - e o \\//\\//� //\ • CLASS C7 EXCEPT THAT 25X of COARSE AGGREGATE MAY BE :STRIP omIP TO 4'1 IN DIAMETER AD CONSIST OF STONE, BROKEN BRICK.12:1 MM.� BRpQN CONCRETE OR BR01(EN CONCRETE BLOCK. TIE SURFACE ° A'' 2'S ALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE2 MIN.SECTION A -A OF TIE OOARSE AGGREGATE SVLL REMNN EXPOSED.WITHOUTBUFFER DETAILS OF FO INVERT EEAGSHAPING H MANHOLE OR DROP INLETARE iS TO BE SHMAPED/\////• PERMISSIBLE 7INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CURB TRANSITION DETAIL / 4" 3,000 PSI AIR -ENTRAINED CONSTRUCTION ; CONFIGURATION AND FLOW LINES. J// JOINT N SECTION B-B No Scale CONCRETE o o=CL Uj 1 C, PLAN COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER 5 METHOD OF TREATMENT IN MANHOLES a CURB a SECTION B B cflosswALK VpDT SPECIFICATION NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN '- STANDARD METHOD OF SHAPING REFERENCE sIGNMT A 4'sauRE LANDING AREA ROM AND BRIDGE STANDARDS ACCORDANCE WITH VDOT STANDARDS. ;y OUTSIDE OF MIDELwAY MANHOLE & INLET INVERTS =_ CROSSWALK LURE SHALL BE PRDYICRO SW SHEET 1 OF 1 REVISION DATE NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. PERPENDIC cRO55wAL 302 STD. U POST IR WITHIN THE MARxsD VIRGINIA DEPARTMENT OF TRANSPORTATION j SEE SHEET 1 OF 5. s CROSSWALK AREA 106.OB THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT LLRa GALVANIZED IS LIMITED TO 15 FEET, REGARDLESS of THE AT INTERSECTION 5'BUFFELKTRIP DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS SLOPE. WITHIN CROSSWALK W TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET d" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 a 2 5 D s 6 4 S LANDING 49.1MAx. DIAGONAL PLACEMENT MT LNiMHG 4a�l MAX. LANDING 4d1 MAX. Cl APE WN SLOPE CURB SLOPE a6e CONCRETE BUMPER BLOCK CONCRETE BUMPER CONCRETE SIDEWALK PAVEMENT SECTION a C o M ANCHOR WITH 5/8" REBAR BLOCK AS NOTED O cflosswALK CROSSWALK ter( IMBEDDED 24" IN GROUND ON C4.0 7 ° x Mo 6 R= 4" L CONCRETE CURB n A n HANDICAP SIGN 01 WITH BUFFER STRIP OR CURB LOCATION (VAN) CONTROL JOINT SPACED N REFER TO VDOT STD STP-1 DETAIL AT WIDTH OF WALK MAXIMUM ce WITHOUT BUFFER STRIA' FOR MOUNTING REQUIREMENTS ( ) 4 J XVDOT SPECIFICATION 2' c > CC-12 DETECTABLE WARNING SURFACE REFERENCE e EXPANSION JOINT AT MAX _ s ROAD AND BRIDGE STANDARDS } OF 30% WITH PREMOLDED } SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 FACE OF FACE OF Q = 2o3.m D7n6 VIRGINIA DEPARTMENT OF TRANSPORTATION soz CURB o CURB - EXPANSION FILLER z 11�I CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: 12 /0 M 18' 18' CONIC. WALK O LLJ O HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) ET)/ ' GENERAL NOTES: DET°TEECT(AB E WARNING SURFACE HEN REQUIRED (CG-2 R(AREA IN SQUARE CG-3 IN LINEAR YARDS) PAINTED 4" U o 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. PER 4" PAINTED J 06 t 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR a, - ° y�% DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RPMP 12:1 MAX VDOT STRIPE - - w t,4 '. a' e•, 7 ... 3 THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX 4C-.','4: -i' -:.-- 4 •'. 4.! SARNIN DESIGN SURFACE AMID FOR SHALL BE SUBMITTED TO THE STANDARDS AND SPEC. (TYPICAL) ,� , :..•.. A.: '? ..� :. ^�: ;.:. '. � .+. .. ;y _ _ ...' ..:.4 " : <: y -.. .,el�• ,: °.. c U / Ttj� ? 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 9' 9' ��� i - 4 • , N GW w o O FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. coTJ 4. IF RAMP FLOOR IS ARE SIDES MUST BE PROVIDED FOR DOWEL BARS OF ACCESSIBLE SIGN AND POST DETAIL ' Q Ul O THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE ALTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. O Z 5. REQUIRED BARS ARE TO BE N0.5 x 8" PLACED 1'CENTER TO CENTER ALONG TYPE A No Scale \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ a 2 BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR yy HANDICAP SPACES REGULAR SPACE \/\/\/\/\/\/\/\/\/\/\/\/\ \/\/\/\ ZCONCo 6. CURBRETCUflBVER AND 1GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS y p�O�p1B� C ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5. IN TYPICAL PARKING SPACE DETAILS RESERVED FESBTYED COMPACTED SUBGRADE 4"21-B STONE `E o 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12 -� No Scale PARKING PAPoCING i BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX CONCRETE SIDEWALK JOINT DETAIL m rn AN ACCESSIBLE ROUTE WITHIN THE RIGHT ER WAY AL A HIGHWAY FACILITY ' D. O CROSSES IS CURB REGARDLESS OF LOCATED SIDEWALK IS EXISTING. PROPOSED. No Scale OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 0 O AS SHOWN ON PLANS OR AS DIRECTED S, THE ENGINEER, AND SHOULD NOT TYPE B O BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, TED, INLETS ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL EXISTING PAVEMENT PROPOSED PAVEMENT t•, 3 ACCESS BEEELEMENTSOFIRA AND FACILITY PTRESISTANT AT CAN TBE "TH CONNECTING APPROACHED, ENTERED . vSvyrl F N AND USED BY PEDESTRIANS. l`2 IL E O m B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12:1 NO 0 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND �� a- SAWCUT THROUGH EL MATCH EX. CROSS <_ THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1211 MAX ; m J I N PERPENDICULAR To THE CURB. 5• xx * U EX. SURFACE w SLOPE UNLESS OTHERWISE k� 9K1D a�E �VT�Y'C 2' FROM EP ~ s 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT COURSE X SPECIFIED ON PLANS 0-�� iARr- 00M 0O.« TRAFFIC. REFER THE STANDARD ING CGI3MCOMMEENTS RCIALN ENTRANCE (HEAVVTRUCK 4•MN LU w Q N 0 TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT ): , 2" HIGHER THAN w &REMOVE TOWAWAYZO)E TOW AWAYZOPE G EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, ATx:xc ,SAME AS TOP OF CURB PAVEMENT 2' MIN. PROPOSED 7 1/2 U LENGTH C 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 SURFACE VAN A 4'K 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR I 2 vAi INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' 2"+ COURSE 6' ABOVE A . 6' ABOVE 5" O LANDING AREA MAY INCLUDE THE GUTTER PAN. - x C TRUNCATED DOME m 0 O 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C FINISHED FINISHED N CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE O EXISTING GRADE GRADE 2 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. 'L- 0 0 0 0 0 0 0 0 0 0 0 _ PAVEMENT ANCHOR WITH 5/e' REBAR ,��, o - 0 0 0 0 0 0 0 0 0 0 0 0 0 -L SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR IMBEDDED 24" IN GROUND; LANDING RAIP + 1i O 00 O 00 000 00 000 0 to d Le 0 0 0 0 0 0 0 0 0 0 0 0 0 o PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING 2 PER WHEEL STOP E o 0 0 0 0 0 0 0 0 0 0 0 0 0 o MILL EX. o g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) 50%-651. OF BASE DIAMETER SURFACE COURSE WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL v TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 // // �j // �j �/ DETECTABLE WARNING o SAWCUT EX. BASE COURSE BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. \ \ \ \ \ \ AT BACK OF CURB "-1.4" VARIABLE FULLPAWIOi MI05 RAMP FLOOR _I EDGE OF PAVEMENT AGGR. BASE \//\\//\\/\\/\ ��/�/\/��\/\ o a SEE NOTE 12. BARE DIAMETER I- JOB DETECTABLE WARNING TRUNCATED DOME VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 47165 XVDOT I SPECIFICATION '^ O ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE PAVEMENT REPLACEMENT JOINT DETAIL PARKING SIGNS FOR THE DISABLED PRECAST CONCRETE WHEEL STOP SHEET NO. ao SHEET 12F 5 REVISION1C N N C1.1 203.05 07/5DATE (GENERAL NOTES) 105 VIRGINIA DEPARTMENT of TRANSPORTATION 502 No Scale No Scale No Scale FE , NON TRAFFIC INSTALLATION DRAIN BASIN INLINE DRAIN NYLOPLAST 12" DRAIN BASIN: 2812AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 1201DI APPROX DRAIN AREA =39.75 SO IN APPROX WEIGHT =15 LBS 1299CGC APPROX WEIGHT WITH FRAME =39A USE 18' MIN WIDTH GUIDELINE 71:G LHINGED COVERits`FOR EASY ACCESSMINIMUM PIPE BLRIIALDEPRM PER PIPE ea, / 1.81 MCOMME NRERB'MIN THICKNESG GUIDELINE o 1 m358(3) VARIABIL CCOR INGTO RECOMMENDATION 3AVA PLAN (ACCORDING TO v �I O PLANSRAKE OFF) REOI SAME AS MIN. SUMP) 0 t O WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) 4'MINON&'&36 6' MIN ON 30' 835' THE BACKEGRANULAR ILLMMTERIALSHALL BE RUSHED STONEQUIREMENTS OR OTHER ALWALL, (4)2'FORCTYPESTEINLET&OUIN-121F MEETING THE REQUIREMENTS THE FCLA3,41, ORS TADS N-1YMANER DUAL AS IM CLASS II, OR CLASS III MATERNLA30EFINED IN ASIM 02321. CLASH, OR CLASS SQUALL, ADSMAOCOR SINGLE WALL), AJ91}wJCOR SINGLE WALL),N-12 HP, PVC $EWER(IX: $DR 35), BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PVC DWV(EX SCH 40), PVC C9001C905,CORRUGATED &RIBBED PVC THE BACKFILL MATERIAL$HALL BE CRUSHED STONE OR OTHER PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRANULAR MATERIAL MEETINGTHE REQUIREMENTS OF CLASS I, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OROTHER CLASS II, OR CLASS III MATERMLAS DEFINED IN ASTM 02321. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHAUGE CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1-GMTE UDC R3 LBEDUMILEIR MRA4R.10.5.13 E7GM4q THIS PRINT DISCLOSES NMI MATTER IN WHICH DRAWNBY CJA MATERIAL 31MWROMRAVE WITx THEEXCEPTIONOFTHEBRONZEGMTE. THISPNNTOISCLOSESSUBIECTMATTERIN WHICH IEMIN RI TIE NttORART HP3 PROPR GHp REC BUFO7 M3051B t1��J�\��p 2-n ESSH BEDUCTILEIRONPERASThIASS E7Dfi0f6 T PROPRI I MS. CPL0.5 HPS G N OF PRINT CONFER, OR POSSESSION 0 3 GOES NOTCO ER R, BATE s30ee PLAN 7109334W ( 3- DMINBASIN TOPED TO RNIDETNL3. OF N NOT F TCONFE. OR IS MINT 0 CONFER. OR MINT TRAIN PER OR LICENSE TIE USE OF THE DESIGN DR NylO14�11• FACRIDI93h3AM l WDUE TO S1ING LASERSMENFEOFD FOR BaSIN3OVERN•OUETO SHIFRNGRESIRICTKNY3. FOR WINS TRPNGFER, OR LICENSE THE IISE OFTHE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECTNOaNAME ✓ Y advice bpMeW.mm WEDMWINGNO.7001-11OW5 TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION TIyLL A•DRUNAGECOxNECTCN GTIBJOIxrTpITNE555HKLCCNFORMICI REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF MY BATE III DRAMMWM&INIMEDRAM ASTM DU12 FORCOFFUR"TED HOPE Wal N1'LHONCCR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF MY WTICLEHEREFROM,FORTHEDISCLOSUREMOWEM NAITRAFFICINSTAW N12HP,&PVCEEWER ARTICLEHEREFROM, FORTHEDISAOSURETOOTHERS 18 FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN S PDAPTFRS CAN PE MKINT®ON ONYANfiEO°T03MI°. TODETERMINEMINIMUM IS FORBIDDEN, UCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOP,AST, xmm�n DWGSME A SCALE INE SHEET Tat DNGNO. 100N1M11 REV F AGLEBETWEENABAPTMMEDRAMNGNO.7Ml-110M2 PERMISSION FROM NWONAST. OnnxnOxAfl GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I� all 16" INITIAL BACKFILL B?a I 6" MIN MIN. MIN. MIN. v 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a I INITIAL BACKFILL 4 UNSTABLE B" e" 6" B. \ $OIL MI MIN. MIN MIN#68 STONE . m GRANULAR FILL AS APPROVED BY ACSA \ ST CK A STABLE, SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24N OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDRIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001.110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (8' MIN. BASED ON MANUFACTURING RED.) d' MIN GRATE OPTIONS LOAD RA77N0 PART8 DR NOB PEOESIPoAN MEEl3N10 1]BM:GP TM410M STAMOETEHA ISMADERE .11. SOLID COVER MEETS HA ISMARG TDJi-110-ZM PECESTNAN BRONZE WA 1SSI .111. DAAE I NA 1zIrec00 ]lo1.Na20a giCHNGRATE I 11GMWIY IYltp TfM-110021 014.85 L LI 115 T_ � 017b/ DIMENSIONS ARE FOR REFERENCE ONLY ACNAL DIMENSIONS MAYVARY DIMENSIONS ARE IN INCHES DIMENSIONSARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAYVARY RC MATERIAL Nap W:RWAW: SuRGEN,BAMM9 THIS WIWDIS0.05ESSUWI NATTER IN WHICH xnoFlAsrxAS PHORLETMx MORTIS. THERECEIPT DUMN AWA MATERIAL 31311WRAIAAW auFaR0, GAWIII BOB PIM(N)Mdua /71N • FMMS N-�FJ,o asi 1°"''" GRATE HAS LIGHT DUTY RATING INlutHadmin: MATERIAL HALL NF RMT E7 Q UAL SS CO 0 OASTMA638 GNAD OS6D5 PAINT: CASTINGS ARE FURNISHED WITHABLACKPAM ON POSSESSION OF THIS PRINT GOES NOT CONFER, ER THE OE TRANSFER, OR USE OF E SON OR TECHNICAL INFORMATION SHOAN HEREIN BATE M00 PHX IT01 R3?2H3 FAl 110 9aT3iN N�Tto ast I I DIMENSIONS ARE IN INCHES RATE METE H L RATING G TS 20 CAI) G QUALITY: MATERIASSHALL CONFORM TO /STIa1 A536 GRADE ]0.W05 MX PROJECT NOJNAME REAMED BY EBC PR0.1ECTx0AAYE y p TITLESIZE MEEBREQUIREMENTS OFA, DISABILITY CONTAINED HEREI THIS ATUREONY FORM4TION CONTAMm HEREINC TRLE PAINT: CASTINGS ARE FURNISHED WITH A MACK PANT 11e i2N DIWN BASIN WICK SPEC N9TALlAIMM DETAL ACT AS DEPART ACT AS STATER IN FEDERAL REGISTER PARTIII, DEPARTMENT OF JUSTICE, 28 CFR PART 36. ARTICLE OTHERS OR THE DISCLOSURE TO ISFAMICOFN,OMWLOMAST. FlCWNTTea BATE NStt 121X OROPN LOCKING DEVICE AVAUSLE UPON REQUEST SEE CUWING NO. ]OD7-116IXM3 A SCALE 1:N SHEET IOPI mm 14N41U1M REV E PERM16510N FROM NVLORASi. wAn Grant S� A SCALE IM SHEET IOFI Dli INI.1M421 REV D ml SECTION 2-2 PIPE DEGREE BEND DIMENSIONS L. TEE AND PLUGS VOL. SIZE OF (FEET) CVll BEND L H I T L H T 90 2.50 2.50 3.01 0.24 4= & 6" 45 ZOO 2.25 ZOO 0.15 1 200 225 2.50 0.15 221/2 1.50 2.00 2.52 010 11 1/4 1.50 2.00 Z50 0.10 90 3.66 3.16 3.21 0.48 8" 45 268 2.66 2.77 0.25 221/2 1.66 2.18 Z69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 BD 4.83 3.83 &42 0.83 10" & 12' 45 3.33 3.58 Z95 0.43 3.83 4.00 283 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2-33 Z84 0.18 1. THRUST BLOCKS ARE REWIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SI2E OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 lilkHel'ngrl COUB1y Hydrant Flow Date of Report ServiceAuth�rity 3/16/2021 S"""�' � > Test Report 11GPtAn.p FN,aP u1d45Wk VA ]All IA.Irllalll Location SEMINOLE TRAIL _ Pressure Zone, URBAN RING Time of Test 3/18/2021110200 AM= -J- - -_ 1_� _ _ Minutes of Flow 1 - _mr. D - s " _ - Pipe Size (Inches) 12. - - - _ Pressure Hydrant - 11787 1 - - Static Pressure (psi) 105.5 _ - _ - . r - ° - r; �^ Residual Pressure (psi) 87.2T`- a&A _ ' 4 P P rSprinkler- g �_ 1E� 20 20 Multiple Inline Hydrants 420 Single Flow Test Sin le Flow 1 D - Looped Q-137 Flow Hydrant #1 11137 Pitot Pressure #1 (psi) 47.45 Yellow 1 Test Flow 1 Hydrant 116 1 Flow Hydrant #2 10504 Pitot Pressure #2 (psi) 63-06 Yellow 2 Me Test Flow 2 1323 . M. _-flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 p - - 0 _ Total Estimated Flow (gpm) 2484 - .�-✓ - AWWA Q20 Calculation(gpm) 5710 '� e - -- : - -- IN , nQ2Oindlc twins 1fi k tp[e s etlWformooR.3 plialec{ _ 0 >° ..Comments Hydrants opened all the way. t - iu PlIffild I k l-In II M1 ,etlP 11 Edll p 1 d 6P M 13 W ka EL 1 kl real In IM -r Up ah."AWWA Io,yellow lo4i 1fii , Eeil l l In dome l ly mal entalon of the Polla„I Or p ,r shrPvkht,S e e- ";Estimated Consumption (gal) 2484 -FQYUSt'IOI WTICI :111111I d/���.. Signature of Tester: -,AL1AAA4A TD-3 PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS bl AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z LL i Z N a M.J. GATE VALVE WATER LINE 0P. b 0 1 I 2500 P.S.I. CONCRETE 8 A 2'x 2' BEARING AREA. THRUST BLOCK d a. ,'. V d' ' C NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TO-9 yLEGEND V7 •,ry , 1124 csA Nyarom ab t9. y, L I i _ n5ervice.OwnNTEND ',', ro " �289 E NOI In Service , ACSA Ow,V n \e�. ,. -- d'10j ,-,a Na In Service, Private owler9ni III Service. PnNate o.laelsmp In Sidd.. ACSA OMMid ACSA Warner Service Ad r _ Y315 ACSA Fire Lide l �� - ACSA Water Main 2295 229] _- - Flow Hydrant 2293 '---ownership BBG ACSA 29 0 1113 2291 '\r: u11' ,,\. PnWater Main he VISA Water Main > \: tility Type 12 qs ass ✓sti, °pe. 1213 o PlUS water o- r 436 \�1 Raw Water ° 'Q/(Sr i 221$' / City Water Lines 10834 �� ?� 4O4 509 °Yo 3519 rip 11 > O 3507 3510 36 Test Hydrant' 20 Ry � 0 2245� 3508 505 310 178T 065 9)5 10833 2235 i 1? [Flow Hydrant �� 5tin 36W _ - ' iso6.. - 11065 04 > ° �§` a n 3504 $o 3501 2t6 10504 8 123 t r o w0I, 7 N A M10.. 305 n. 2231 0 3415 > °a ° [ _ ? 46g - N g � _ 7T� 100 a FO 2 y°I PH 6n sy 9S2 qq 0" 468 - 3613 200, - �I I P P O 102 215D 3411 / 1610 5� .10651'' S,yN 0z6 ASCWMfR. - °`- inilaN, aTcbu, awaw "Ail mapr,il"w,w mOOlad ner map an+mrcMatm ge aI 1D'PLA IEGINKMNV1m PM'. in wblPUi ala mnaeebaM oew uMm M,yI ay :: Matter pim4en Tr",mY nbwnm re hadeee"Pe roxeml, / �• U4" ..Tl..I ryrom aideer yxaaeeen vptlnw ice va • IT .., N' "- M °�` °I � �""°ey Service Auth6r�ty_ - urwlironMy""dMAilmwllwonmM."01"vWl naxuucforme NPOn mpbnapm demneummq mpm.{mpin to rtY PepnyaAx Buotl Plan desmuretPn. - AosA m, ocam wm°ry 0 125 250 3r5 500 - . wM F.w.nY d Cumry auoemane' `eel �- alPa'bli"'b. AoeaAa DAMI NM°L eath' -_.. •(',J'-'-,_. ACSAiS CRIMP AND ROLL END OF COPPER PIPING T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL ` \\\ 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B TD-11 V COMPRESSION x 3/4' MALE PPE COUPLING OR APPROVED EQUAL TEE NOTE: II�-T�� NO SNEATm FlITNNGS I DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON FIND PIPE. W MIN. 1/8 BEND COUPUNI AI A`A u 0 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRMCATION SERVICES. �2' R -IMPRESSION n 3/4' MALE PIPE COUPLING PPROVED EQUAL MR USE ON DETACHED SINGLE FAMILY MESIDENTIIAL SERVICE WHERE AN 1 I 0 AA CAT N METER Is NOT PROVIDED, IRON UD ____MGM GRADE �CC MAPM STOP "- NI"ECESSARY SAND OR OUST UNDER<ai+y,s AM SET" 4) INCH 4' DIAMETER DRAW PIPS, 12" i ,�'A`i. f rM ';LR`: IpEC. 2" No MEDINIMUM 1HIAWL5N Sy 557UAGGIUIUMTE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA InIIirel 13.56 13.38 )ISCLQSESSUBIECT MATTER IN WHICH DRANYBY ME MATERIAL HASPROPRIETARY RIGHTS. THERECEIPT 3ION OF THIS PRINT DOES NOT CONFER. BATE 1306 DUCTILE IRON JR LICENSE THE USE OF THE DESIGN OR INFORMATION SHOWN HEREIN pEWSEDSY EEC PROJECT NO.MAME �IY ON OF THIS PRINT OR MY INFORMATION TOE HEREIN, ORMANUMTUREC£M'Y DATE 31610 iEFROM, FOR THE DISCLOSURE TO OTTERS N,EXCEPTBYSPECIFICMITFN FROM NYLORASTOm10,,,H 9r DING GME A SCALE 1:8 SHEET 1OF1 pWGX0. . rip, IPE SLOT PLACES) FJPJLCMI w"xnybPl,Mo.mm 12 M MILM COVFT ABBEMBLY MM-110m MY C COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 180 METER BOX NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 TD-13 24 EMBEDMENT Bid SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INITIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION SHALL BE REQUIRED WHEN SOIL ,"CONDITIONS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 U CRATG W. 7. KOTTARSKI Lic. No. 0402LI48507 Ned 8/ 25/ 21 M E O O 1T u N V N C >E E W ¢L' 03 (O 0 I.L. C)L 2 � LIJ M Q j V m Z W w _ -L'i O On ON U in In W Z F y� 0- V) I--: R U U) i v ry Z O Q U Q c =U >do i1,171 cn c On N 5 Z c GO M = Q a V U c d Q Q k Liel k: U Lee DO V) W O Z) Z M to L qc OY cD DO Qto� 0 7) Kt'i1l Q OY c ` x H p ti N ti N ry CNN! r W ~ N \\\r �ti1ti.tL' U 0 a ����a z O DATE (n 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE N/A rT Z a in J W J 0 CE OCL M z Q (n �v ) " W' J s �I-< N Z t LI J O U p =- o M J C46 3 Navy c (� Z a r/ NLLJ U 0 OnL- o cq i Q p20Z JO Z o 2 '^ v, c� N'6 Be O a C a Be U O c 0 0 � N Z 3 N 1 1 1 Z Pe O M a F N o QM a m in = a X C G o m h N C Me 0 C EO V O 9 c M a 0 'a JOB NO. i071 co en 47165 c en C a C SHEET N0. ,E 0 C1.2 c E F z-rt f666mmY -9• efismm 2^ 'PI _ �tALTH Og 6 V400D WITH CLEAR "' 46Gmm STAIN CUT INTO Nxe 6 022p IOOmm) BOARDS CENTERED • 7 /� b BETWEEN 6•(150mm) 1 1\ IN BOARDS Ori inztLPro11 )s rBAnEENNS a,fchitecuu:)I I>csign. ;1ny ne\\ buildings Constructed on the property nit 0 OQtATGW.7.K0'LARSKI�' Anlendntcnt _ - wcall lacing Ruulc '_9 \\ ill serve as the primary building fagade. or the I� Mmy RC u Lie. No.0402048507 °tit( ITtCorporatc transparent \\ uxio\vs and doors at a mininnmt, and stay also incBfipOlitC pdaSfeYS;TYPICAL SS "i'O 8/ 251 21 PROFFER STATEMENT recessed or projecting hays, or similar architectural elements and "ill not be it single. wld)flcrentialed ? lane. m�Os NAL G Revised .lanuary 3, 0_0 I s SEA,, NAM s° v Basmm ,. f TUBE STEEL POST WITH DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC /.'`IA dill, 2019-0001 I 11'(TI IL'I' 4. �'I:tlta�'Cd tilUpl'ti: I TIC n1 a17aLld tilOpeti and CAltilllt� landscape apt' blI I1Cr �41{I nCM� b TOP CLOSED, TYPICAL disturbed vv+thin the 20 ft pal king setback from the rear property line and all grading and lef4ARROW SINGLE ARROW DOUBLE ARROW EXIT T:cy yea and Parcel Nwnhcr(s): 045131-05-OA-01100 wall COIISH�UCtion will adhere to the requirements in Section 18-30.7.5.. o E P NOTE: ALL WAYFINDING GRAPHICS TO BE PAINTED N N NOTE: SCREEN WOOD TO MATCH BUILDING'S CONCRETE.' f)VAner(s)ol Record( Contnterclal Rentals, LLC EXTERIOR DECORATIVE WOOD FEATURE BY FOOTING The und'ersignCd ccrtitics that it is the only o\\'ner uftltC I roperty. These proffers shall run >\ ifh the AMERICAN ARCHITECTURAL MILLWORK. ^+ = WAY F I N D I N G GRAPHIC DETAILS E t REFER TO EXTERIOR ELEVATIONS FOR V . w N i- > —i Pr ,'-y and shall be binding Upon tree (�\\'tier and O\\'tier s successors nt Interest. ADDITIONAL INFORMATION. • _ > Date of I rulfct SignatarC: L, No Scale w 3 U. 0.702 acres ,to be rezone( from "Contn> e cial Office (CO)" to 1lighway Commercial (I I(')" ON'IYC•.I2 0 U. o �UjM t Lu Colnmcrcla{'tComsi�REAR SCREENING DETAIL o z Ui o recelds ,Is fax p and Parcel Number 0 t5T31-Oj-OA-01 100 (the "Properh ) vchrch is c the subject (�C' (� ' No Scale d o 0- O rc ufut h1:A Jr{, 5131-O5-0A-01100. v z P I�— �hahvanL G0fCDate: Qr L' 2 �2 w i a O� ttthL Or,linanLc (Chapter 19 of the AIbLnt a C o i ell- Q c ry w t{1L condition, listed below c\_Kch,s{)AallTIM e - _ Ln u> Go O O t idcnu4lul abau < j C tB Rtvnci' acknovv lLd,_es fhaY (he o N > Z Q . Yd 11 iii the (:bona CON ellants and VA " ww M Q U 00 U Q ti l- j Q 0 Ow WfUtowfug Eysaw ?t be pe *Icsi on file I roperfxx ¢ k Lri ` { d._.I (5)Churches.cenCQ c(eries[' 0 1L W W _ ��Qat c 24_2.I (6) Clubs. lod Tcs: T Q +. 24 2.1 (1 ;) Fire and rescue squad stai6fs' � aj a a 0 Q » Q nTRASH ENCLOSURE FRONT ELEV. nTRASH ENCLOSURE LEFT ELEV. _ 4. 24.2.1 (14) funeral lollies; � � m=r-0• CC 5. 24.2.1 121) Manu laC ttu ed home and trailer sales and SCrvicet B�1?=ra 624 2.1 (24) Modular building_ sales; > w o0000 7- 24.2.1 (41) and 22.2.1 (b)(3) RCligious assembly use, cemeteries; u LU N S. 24.2.1 (41) and 112. (b)(4) Clubs. lodges: p In � Ui oI Ln 9. ^-4.11 (41) and 2111 (b)(6) Fire and rescue squad stations; z v 10. 24.2.1 (41) and 22.2.1 (b)(7) IUrCral homes. 0 V) DATE 312212021 0 I)rolfer 2. Sidewalk: :A pedestrian vcalkvcac will be Constructed from the 4iuilding cnlrunLr area lb } DRAWN BY the existing public sidoNalk alone Seminole 1 rail (Route 29), comprised of a concrete sideyv�alk with a A. FONTAINE striped u-ilssvNalk provided vvbete (he vcalkvv- V crosses the private asphalt entrance road into the Site. • DESIGNED BY 1 • A. FONTAINE • CHECKED BY • C. KOTARSKI SCALE PROFFERS N/A No Scale nTRASH ENCLOSURE REAR ELEV. /-,}TRASH ENCLOSURE RIGHT ELEV. • J svm 12=1'P Y amc 12'=1'-0' • FRONT ELEVATION SIDE ELEVATION I? �E j 2' CORRUGATED OD METAL DOORS: \ — FINISH TOMATCH TALBUILDING O CANOPY Uj a OPEN WIRE 8'OALVANIZED STEFLTIBE; C MESH OPEN WIRE O PROWDE LOCKABLE. FREEZE MATCH DOORS (TYPJ > S EL 848E PLATE MESH i LIGHT MOUNT TO TO POLE. PROOFN08E BIBB AS REOUIREO BRICK ROWLOCKCAP W WED TO STEEL MOUNT TO TOP OF 1P-P T BYJURIBOICTION V^` p b WITH MASONRY WALL CONTINUOUS CONCRETE m WITH MASONRY t HOT DIPPED FASTENER. I FOOTING WALL&VA_ YOUNG 4 = _ ® r---------------------- ---- — (WESTRUCTURAL) BRICK FlJLLYMTHLOOF WALL• O V EQUI NUTS 52 — NN IS REQUIRED wnounE rSTL. BOLLARD; $E LOCKABLE LOCKABLE OU,%SLOPE I'O O STiUCTURAL - 1 S I BEE DETAIL STRE41(TYP.) bg LOCKABLE LOCKABLE OUTSIDE m B BE COVER m 666 SLIDE BOLT GLIDE BOLT jD TURALGRADE O ENGINEERED I F I I SEE LL DESIGN CRRERN DETAIL FOR ADDOIONAL INFORMATN)N -...41 Du.xa•L I rr d+G �. VEDANCHOR RODS '. T r _i WITH 2T 9Y EMBEDMENT; 03N OMU NEEIR BLOC b f' t -, PPRDIECTION ABOVE ONLL BLOCK .! FQOTING� 1' WALL . AT EACH PLATE) .. _. ,. CTVF ,. 'L it.; EACH WAY. TOP •-•,._•,� R'�'•I GO NUNUOUS CONCRETE FOOTING CENTERED SOEdN PECC FOOTING ENEENNO REQUIREDIJOEIBFD RED BY ENGINEER ST WALL SEE DTE DOS CANOPY GROUND FOOTING FLAT BLACK FINISH - FIELD PAINTED 4 ORDER POINT CANOPY OLYMPIA BIKE RACK - SKOLY No Scale No Scale DTE PEAKER POST - DID 14148- S, mi1J'_c],I to jr Z} tg DC!`CLEAPANCEQ �` i i 9'NI'NOJ19- 6TEELTUBE " � 7 CLEARANCE BAR HEIGHT i MAY REQUIRE ADJUSTMENT r f TOACCOMODATECURB r ANNOR FOUNDATION HEIGHT MNNFACTCURER NON- TO PROVIDE (2) W CABLE b LENGTHSFOR SUCH T I 6 j I r-- ------------------1 rl 1' MIN.IIE', ' calLpoffr. I I TO TIN MAXTESWINO M1Zp' % I TE I I ) I I I I II I r l` 1 CONCRETE SUB 1 11 \ ' 1 vrFLOORSLOPE 1 1 I ' \\ 11 � I I LJ � 11 j j---- �---------j E I I E I 1________ I 4 D'1CLEAR) r lZ]45"mI) ' I U I I I I PROVIDE TRAFFIC RATED 1 I GALVANIiEDDRMNAS I REGW®BY ' I AIRBDIC11ON1 AT EAOI ' i I GATED OPBiN6(TYP.] I� _' �� 4 IN E E , I ' e•t1s11mm)xKa1 i i i I I wH�3TU I S CONTNWU6 I I \ I p13SUEE I I I \\ I I II I 9 \\\ I ADD] I I I I I ' I I , � I BRICK YEMEN ON 0MU BLOCKWALL1_______________ - ON CIVIL • =BRICKVIENEER - II II II II II II I) I II II • III IIIII II I I- I II II II II BRGKWAULI �1 1� .• • CANE Win SOLLARD 1--------------- . MATCH . • IIIIIIIIIIIIII IIIIIIIIIIIII 1_______________ BRICK CONCRETE--------------------------------------- 1_______________ •. BLAB I RAL FORSIMAND lip FOOTING; SEE • STRLCTI " S • O © AS FULLWIDINOFWAU.1_______________ CUTS • 1. •, STRUCTURAL - SASE COVER ,•. N• ADJUSTMENTS H -�(� Ili. �Ntllwv I I E �: WALL R O BASE PLATE � MN. m I i I I I E CK BLOCK BLOCK WALL m b NATURAL FINISH ON ENGINEERED avG F CUROANDM Y L_______ }_J I F PAINITBOIJAO PATCH MATCH _0 L 0 3 a Ru VARYPERL 41' - 5"x5"xl4" 16mml SQUARE STEEL POST j �T N c ROAD BED L S2 - TWO BANDS OF I" WIDE ENG. GRADE WALL > x SILVER/WHITE REFLECTIVE TAPE FLOOR PLAN N (Ltd- WELDED STEEL REMOVABLE CAP n X C - ---" w/ POWDER -COATED S-S FASTENERS � 1�=Ta Q mF I I N o •F�A'�, I4130'DIA. X% LONG GALVANIZED ANCHOR BOLTS < W m Of w H-1 _T _7- _r _7 _T_J-r_1_T' I I I I I I I « N m < WRH (6)A38TIRRUPB® THEREAFTER 18'O.C. TOP N'THEN 11'O.C.ENCLOSURE b b • a•MIN. CONC.COVER. NOT WELD REEAR _aEta� I I I I I I I I I I I J 1LLLJ 11 ENCLOSURE F 7— _L_Tl _L_T_J_r_1_l __T _TGf w� z0 I FORTING; SEE STRUCTURAL FGIIN,DO ti SEE 0", L____________________________________________FOOTING; ISEE ANp 0O CIN - J RAL7021 BLACK GREY, 10% SHEEN, EXT - - � DOLL/ARD.NONILLVNINATED SQVaRE-14F03 STRUCTURAL r---J_1___1____1____L___1___1____L____L___J____1____L ____L___J____3____L___l FOR AND I I REINFORCING I m W? KWK RRip (OW m I I REMOISLNB I I I I�BOIIAND FIOOlEE9% E O p OID G.C. RUMNSBLE FUR FOUNDATIONS AND FOOTNGS ON ALL MENU GOMD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLYTEMPUTEB AND INSTALL MENU BOARDSONLY. L J L___J SEE STRUCTURAL V C "B" a SNSSPSOM FOOTING ENGINEERING REQUIRED BY UCENSED CNGN![R NON -ILLUMINATED BOLLARD S BACK ELEVATION ""r=1 4 SIDE ELEVATION m 1Fr='d a V, o N W DTE CLEARANCE BAR GROUND FOOTING JOB N0. FLAT BLACK FINISH - FIELD PAINTED 47165 NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. m m O CLEARANCE BAR BOLLARD DETAILS TRASH ENCLOSURE DETAIL SHEET NO. ao C1.3 INN No Scale No Scale No Scale F .E STARBUCKS - 2231 SEMINOLE LANE ALBEMARLE COUNTY, VA LANE CMP STORMWATER MANAGEMENT SYSTEM NOTES: 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOT TRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL 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. S. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. ACCESS RISER NOTES 1. THEACCESS RISER DETAILSHALL BE CONSIDERED CONCEPTUALWITH THE INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHTTO BEAR DIRECTLY ON THE RISER PIPE. 2. ALL RISERS SHALL BE FIELD CUTTO THE ELEVATION NEEDEDTO ACCOMMODATE CONSTRUCTION OFTHE RISER DETAIL 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE A SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE. 4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 HIGHWAYTRUCK LOADING. 5. STANDARD RISER DIAMETERSARE BETWEEN 12 AND 48 INCHES, ANDTHEIR FITTINGS/STUBSARE SUBIECTTO REINFORCEMENTCONSIDERATIONS IN ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTSARE DEPENDENTON THE MAINUNE 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 CONSTRUCnON 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 REROLIED TO FORM AN ANNULAR 2%'XY2" CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A FULLY CORRUGATED CONNECTING BAND. 2. FULLY CORRUGATED CONNECTING BAND THICKNESS SHALL BE IN ACCORDANCE WITH TABLE 2, AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE DIAMETERS UP TO AND INCLUDING 96INCHES, AND A MINIMUM WIDTH OF 24 INCHES THEREAFTER. 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLY CORRUGATED CONNECTING RANDS. 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE I-THICKNEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM D1056, AND SHALL COMPLETELY UNDERLIE THE CON NECnNG BAND. 5. ALL JOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH Pipe Dla. Minimum Cmr(ft) for lndlrated Axleloads (in) 1 50 kips 50-75 kips 75110 kips ll( 1M kips 12@ 2.0 7.5 3.0 3.0 /9-72 3.0 3.0 3.5 4.0 7&]20 3.0 IS a) 0.0 12 143 3.s a0 as 4.5 Table 2. Standard Connecting Band Thickness Pipe Thickness Minimums dni&ness 26 a Doss lap 0.051 up 0.079" lap 0.052" Up 0.109" lap O.M. mg. 0.138" 16 ga 0.". Bga 0.166" 14ga O.M. SECTION 9OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED 'v Standard Lug Connector FOR JOINTS SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE Detail I AS WELL AS SILT TIGHT PERFORMANCE. IN LIEU OF A GASKET, A GEOTEXTILE CONNECTING BAND WRAP SHALL BE CONSIDERED SUFFICIENT TO MEET SI LT TIGHT JOINT (WHEN SPECIFIED) PERFORMANCE. GASKETS SHALL NOT BE REQUIRED FOR PERFORATED PIPE SYSTEMS AND JOINTS SPECIFIED TO MEET SOIL TIGHT REQUIREMENTS. CASKET S. CONNECTING RANDS FOR 12 THROUGH 48-INCH DIAMETER PIPE SHALL BEA (WHEN SPECIFIED) ONE-PIECE BAND. CONNECTING BANDS FOR 54THROUGH 96-INCH DIAMETER PIPE SHALL BE A TWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 144-INCH DIAMETER PIPE SHALL BE A THREE-PIECE BAND. 7. CONNECTING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE CORRUGATED METAL. PIPE rSmoll Inherent CORRUGATED METAL PIPE MATERIAL. Gap FRAME & COVER SECTION VIEW TEARING SLAB ) LUGS W Z W j Z O - Z a ? Tn LLJ cri =) C_ N_ )O I C) d N Q Z W LLI Um Z = Q DO 0_ Q Tn 4OF9 W LLI 3 j Z O Z �?� (/1 W N j C_ N )O I v d CNJ w (o W W Ld OLLJ m Z DO g ofof Q N rn -ALL 66" PIPE IS 14 GAUGE, 5" X 1" CORRUGATION, am ALUMINIZED TYPE 2. Y -DASHED UNES INDICATES WELD. -USE NECESSARY CONNECTING BANDS. M9E, -ALL REINFORCEMENT SHALL MEET ASTM A998. 7 OF 9 4'. 6" SUB 6" STUB 36" RISERIS 36" RISER 15° STUB I TRASH RACK I A B I WEIR PLATE r4'-0" I 30'-0" 34'-0" PLAN VIEW ORIFICE 0 INVERT WEIR PLATE DETAIL BILL OF MATERIALS MARK DESCRIPTION A 66" PIPE (10'-0" LONG) WITH 36" RISER, 15" STUB, 6" STUB, BULKHEAD, WEIR PLATE & TRASH RACK B 66" PIPE (20'-0" LONG) WITH 36" RISER, 12" STUB, 6" SfUB & BULKHEAD NECESSARY 66" CONNECTING BANDS WITH GASKETS 2" STUB W z g J j Z O - Z L LI Z (n w Cn =) C_ N -OI00 d Of NW (o Z M Lil U -J Z Z) Q of DD Q Cn -ALL 66" PIPE IS 14 GAUGE, 5" X 1" CORRUGATION„ ALUMINIZED TYPE 2. -ALL 36", 15" & 12" PIPE IS 16 GAUGE, 2_j" X J" CORRUGATION, N O1 -ALUMINIZED TYPE 2. NO. REQUIRED ALL 8" PIPE IS 16 GAUGE, Z 0 a �� 1}" X j" CORRUGATION, t am 1 ALUMINIZED TYPE 2. 2 -DASHED UNES INDICATES WELD. 1 -USE NECESSARY CONNECTING BANDS. vA9E: -ALL REINFORCEMENT SHALL MEET ASTM 1 2 OF 9 THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. IE BULKHEAD FLAT PLATE) GAUGE I ' r REINFORCING MEMBER (3" x 3" x ;" ANGLE) 2 -0 (3) TYPICAL SPACING 66" DIAMETER SECTION A -A A 66" DIAMETER A 2,-0" �{ SPACING I PLATE BULKHEAD FLAT P (3) GAUGE ��) REINFORCING MEMBER (3" x 3" x " ANGLE) (3 TYPICAL BULKHEAD & WEIR REINFORCEMENT DETAIL -(3) REQUIRED - 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". 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". 6.) STANDARD FINISH: GALVANIZED PAINT. ELEVATION VIEW X IY2" X "ST* IV X 1X2" X X"' w Z W j Z o - Z W Cn =) C_ N_ )O I v 0 d NQ (0 Z M W YLd M W � Q Z DO a Cn or, Z f] -ALL 66" PIPE IS 14 GAUGE, � 0 5" X 1" CORRUGATION, a �m ALUMINIZED TYPE 2. -DASHED UNES INDICATES WELD. -USE NECESSARY CONNECTING BANDS. P74E: -ALL REINFORCEMENT SHALL MEET ASTM A998, 5 OF 9 18" ISOMETRIC VIEW W Z LL __J > z O - Z W N j C_ N )O I v w d NQ (o LJj Z W YLd M W Q Z D3 0_ Q Z ILL7 m 8 OF 9 roulvuAuuN w TYPICAL CROSS SECTION g DMMETBR Standard Spacing „ n 1. ALL CORRUGATED METAL PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITHA METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM B745. ALL RISERS AND STUBS ARE (in) S (8) c (ft) X (B) IN)Uj 0� Z ci Z 24" 2.0 4.0 2.0 1.00 30" 2.0 4.5 2.0 1.00 16-GAUGE WITH AP/."X%" CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEETTHE MINIMUM DESIGN REQUIREMENTS OFASTM A998 FOR THE BURIAL DEPTH SHOWN ON THE PLANS. WZ (nZ D_ W N 36" 2.0 5.0 2.0 1.00 42" 2.0 5.5 2.0 1.00 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD AUTHORITIES. 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND 0 M V I C)d N LL s N _J Q) I W m Of W F- 48" 54" 2.0 2.25 6.0 6.75 2.0 2.0 1.00 1.00 60" 2.5 7.5 2.0 1.00 RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE TO WITHSTAND ANTICIPATED LOADS. 4. PIPE BEDDING AND EMBEDMENTSHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FORA-1,A-2 AND A CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGERTHANTHREE INCHES, AND FROZEN LUMPS. APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE WITH ASIZE DISTRIBUTION BETWEEN 0.75 AND 2INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRETHE USEOFA FILTER FABRICTO EUMINATETHE POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. < LLJ Y 0] UJ �a DO of Q W W Z g 66" 2.75 8.25 2.0 1.00 72" 3.0 9.0 2.0 1.00 78" 3.0 9.5 2.0 1.00 84" 3.0 10.0 2.0 1.00 S. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A796 FOR n go" 3.0 10.5 2.0 1.00 CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHO LRFD BRIDGECONSTRUCTION SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 41NCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE 96" 3.0 11.0 2.0 1.00 MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE UFTS NOT EXCEEDING B INCHES AND COMPACTED TO A MINIMUM 90➢6 AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 102" 3.0 11.5 2.0 1.25 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMU M DISTANCE OF 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 114" 3.0 12.5 2.0 1.25 OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND ALONGSIDE THE PIPE PUNS SIMULTANEOUSLY. IN THIS MANNER THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE 8ACKFILUNG IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP EVENLY AS WELL, AND EXTENDED HORIZONTALLYTO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BETAKEN TO ENSURE THE HAUNCH REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. M I LN 0 _ N ��� 3 m LO m : 120" 126" 3.0 3.0 13.0 13.5 2.0 2.0 1.25 1.50 132" 1 3.0 14.0 2.0 1.50 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 COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAY BE USED. EXCAVATORS MUSTBE LOCATEDOFFTHE BED, AND DUMPTRUCKS SHALL NOT 138" 1 3.0 14.5 2.0 1.50 , DUMPSTONE DIRECRY ONTOTHE BED. 144" 1 3.0 15.0 2.0 1.50 3 OF 9 kRE (TYP.) ELEVATION VIEW BAND AND GASKET DETAIL 1 -0" STANDARD HARDWARE (TYP.) 0 fNEOPRENE GASKET 12" WIDE) W Z W j Z_ O z Tn W N j C_ N_ )O I C) d N Q Z LLJ Um Z Z)a g DO 12" WIDE BAND 0_ I� Q SECTION VIEW N N M 0 LO -C4 -ALL 66" PIPE IS 14 GAUGE, Z � m 5" X 1" CORRUGATION, t � ALUMINIZED TYPE 2. 3 -DASHED UNES INDICATES WELD. -USE NECESSARY CONNECTING BANDS. FF -ALL REINFORCEMENT SHALL MEET ASTM A998, 6 OF 9 W Z 1}"X1f)j"` ANGLE g HINGE CONNECTED 1�-3^� HINGE CONNECTED r6" J Q Z TO BULKHEAD TO BULKHEAD O > IT Z vi 3/fta EXPANDED I 1�-5" L�LZ W FMETAL (TYP.) I (n O C_ N 45 M O I U 1'-6 d Uj CNJ (o W 8" I W YLd M W CURVED TO I`-1'-6"Z) Q Z FIT 66" CMP DO FRONT VIEW SIDE VIEW N TRASH RACK DETAIL -TRASH RACK TO BE HOT DIPPED -(1) REQUIRED- GALVANIZED AFTER FABRICATION. -TRASH RACK TO BE WELDED AT ALL INTERSECTIONS. U) Z O 9 OF 9 p�r�ALTH O U CRATG W. 7. KOTARSKI Lic. No. 0402LI48507 1G'� 8/ 25/ 21 M E CD M o N Vi N C > E w a E Q LL ?+ 0 w - w 0 `6 LIJ t M Q< J V m J - Ili d On >01 N U LU N R w - F0'x n J LL DC a 0 Q Lin _ N = U � US M F Q . C N o O N M a � uO I - Z O d U U (n W Z O (n > W w F DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A LU I5 Z in c J ui J 0 a OCL c m z U, I-ll J N 5 3 Q O C LU > LU m s z r � � a MW 0 _J J N Q U 3 c � a N U_jDO LL o Lr a dZ 00 02 ' ^ c T F- v , E� a c m U - Oc w � L7 3 rn 0 m /1r1 O � � d F m o QFissis 3 a > m a �N X a � N .- N Tj d N in o m� E� �M '0 a c NJ b ma JOB NO. w co m 47165 2 o w C O SHEET NO. n o C1.4 t E I- REBARFND. ` S32°26'27"W _X `=' 171.64' `_ � ; �/ _-------- ----------------- -x— — WOODEN PRIVACY FENCE REBAR FND. —x--�--x— x—x CLEARS PROPERTY LINE BY0.3' OJ _ Ua OUP --------- - - - - -- -468_-a6s== --470_ — — —---------- - - - - -- -467--_ _ - _ _ _ — — — — _ _ _ - - _466- _ �------------------------------- - -465- - - -I--_ ---- ----- -- _ P.RIVACYAENCE ��_� _ --- ----- ___________ ____ __ __---- I�ENCRDACBESONTO_--����,� ����`�� ��, -5 _------------------------a62_-463------- --- --- _------ \ -- _ _SU�JC'6TP`OPERTY2.7' -- ��,,�,,� ����,� �---- --- - - - - - _-----461---------- --- - - ---- ------ - - - - - - _ _ _ - - - - - - I- 459- _ — — — — _ - - - - - - _ - \ — — - - - - - - - - - - - - - 457- - _ _ _ - - - _ _ _ - - - - - - - - _ _ _ _ _ — _ _ _ 6 - --__ - - _ -455- ass_-_-- ---------------------------- _ _ -� _ -460- _ ------- - 4 -454-- __ — — _---------- -------- IC--452 - 53_ _ ------ 0. 02 -CRE - _ _ _— — — — — — — _-_-----_---_V' J ---_--_----_ _ _----- _ - _ _ _ f1----_ ---045BL-Q5-OA=OilflO-- -------- — — — — — — ----- ---- ----- 450-� _ ---__- ---_ ---_ -----448---s-- --_ - - - - _ _ -_-------- ---- - - _-`/55- -----__-_--- - -447- - 44gS446- --- _ --____---- - - - ---- - - - - -- - - MANAGED STEEP SLOPES 4---- --------- _- ----- ---- ------- - - - ---____--------_---___ ___- - - - - �v- �-4-440 --- -50-_-__-_----___ _-- - _ _----____--- h_ _ _ _ - _ _ _ _ _ -a38-_439 \ \- -------- - - - - -- _---- ---- _-TREELWE7WX-OFEV€RGREE-----IQU9US__ '- --- - _-_--437-_ -- �� — — — — --- --- - — --- --- _ -436 _ _ _ - - - - _ _ - - - - - - - — — — — — _ _ _ _ _ _ _ _ - - _ - _ _ - - _ _ _ _ - I_434_ 435 _ _ - - - _ _ _ - - - _ - - - - - - - - - - - - - - - - - - - - - - _ - - - _ _ _ - - - - - - - - - - - - _ - - - - - - - - - _ 433_ '-_- - _ _ --_-_ - - - - -- - -- - --___ -------------- - ____ �445 ---- i 1 '431- 432 - - ------ I I '%=____--__--__- \ o - ll ITIMBERWALL - ----- - 1 -� --___ - - — — — — — — ------ --- ------ ------ — — — — — — — ��— --5 —Z-7. �i----� �� --- y �" --- -� -- _---- —------------------. I \ \ I F \ \ 2.4' - 50'-REAB SETBACK- ^��� \ 50'REAR SETBACK — L s \ I 2%z-STORY BRICK OFFICE BUILDING WITH BASEMENT \I I r438 \ \ BRICK WINDOW WELLS / I \ 12' DRAINAGE EMENT I ` \ (TYP.) \ I I \ DB 1159, PG 232 DB 2041, PG 309 \ I PROPANE TANK \ \ \ DB 689, PG 447 �\ I 1 I I J I \ \ \ \ \ / I I 1 \ FF =43a 50' FF=439.43' I I _- 12.4' \ UNABLE TO LOCATE INVERT I I / BRICK PORCH I- �T I III I 1 I I I I j \ \ / I / \ \ _ _ HANDICAPPED v� H - SIG NT r>e-\ r Tr WILCOHESS, LLC h \ DB 2095, PG 615 TMO45B1-05-OA-01000 . IQ III I \ \\ \� II I+\/ \ \ pI \ \ \\ I BRIRANLLC ZONE: HIGHWAY COMMERCIAL III, 1 I 1 I I I \ \ II I I DB 2732, PG 169 \ I W O lVI II 1 I II fA\ I Ii ' II \ \ \ I f I \ \ \ �I .. \ \ \ I I� TM 045E 1-05-OA -0 1300 ZONE: HIGHWAYCOMMERCI \y III I I I Ito�IIII lyiv DROP INLET III 11 d APPROXIMAl\k LOCATION TOP =421.162, . 6 1 I V. 1N=471' a: i I I I I I \ OF EXISTING SANITARY IN 1NVO&r=417.0' II I I I I II II I \\ 24TERAL �\ \II II \\ \\\ II \\ \\ \ II i' I I, 10.6' VIRGINIA TELEPHONE & L\AMDSCAPED DB 524RPG 6450MPANY EASEMENT \ \\ AREAS RELEASED FROM PROJECT PR TV \, DB 5592, PG 0036 \ 1EX \�` 30'FRONT SEIt ACC - \ \ - -'- - - - \\ -f3_', I I I DROP INLET /' / \a------ \- / -T- ------ ----- -I-----\ / \ \ / / 1 TOP=423.0' / ' P a`' p C c E— --I 1 INV. IN =413.7' / /' �0 ' i \ \ I \ I 1 �� \ \ I \ I I \ \ \ I- - I- - - 30' FRONT SETB /NV. OUT=412.4' i /' 15 I �l - ACK_ \ _ / ----- __/ -- - II �\ \ I ---- -- _ — wIL \ —__----- -_— — -"- -N4_\_--IL FNDONLINE8'17s - - - - - - - --- -- ---1 ----- FDEXBOA--------------------------E--------------'-----------------------= �_ ----------- C\ ---- ___________-- 7 SS 8" SS 8" SS - - - - - - - - 18'PUBLIC Q- \ COUNTYOFALBEMARLE i > S/1NlTARYMH / ACCESS EA EMENT \ \ \ ' TM 04561-05-OA-010A0 i TOP=425.4' DEED BOOK15, PAGE 4066 4' a ZONE: HIGHWAY COMMERCIAL INV. IN =4179' DB 5151406A , \ \ N \ Grob \/ ` \ SIGN / I INV. OUT=417.T DB 1159/199 N o \ \ S\ I \ \ T ---------------______ \ DB1678/374 / \ \ \ \ I \ o PUNCH HOLE IN \ - - \ SEM/NOLE LANE ASPHALT \ N33° 09' 11'E \ \ �- \ �42.44 \� \ REBAR RESET \ \ \ CONTRACTOR TO CONFIRM C \ \ 56' 11— \ \ PUBLIC POB \ \ \ THERE IS NO 11�7STREAM J \ \ \ \ �° 31.52' \ — VARIABLE WIDTH R/W \ \ \ \ \ / / \ ` \ \ S37° 56'11 \ \ PIPE FOR THIS CL NOUT. i \ \ _= ---------�� \\\ \\ \ /,L� z COO A 0 0 \ \�\t°Jn /19n—I— --ion----111 \ \\\\ \\ IN -19p- / -1 1 i 1Jn- TEL 1 \ I _\\\ _ ton l w - - son- - I I UG JBOX / / 1 MARK 11 qn— \ BENCHMARK SET II \ \ ' o / ton- - - �` \ -ton- - - - -tones \ o \\\ \ CHIS� LED SQUARE IN TOP 1 I \ / I - BACK gURB \ - \ ton- --ton- \- / 0 \ ! ELEVAT ON=426.46' - \ , 1 I T —ion— - - - —ion— ion- - ton- \ 1 ; TRAFFIC-�- ton- - �/ T / \ \ @ -ton- L---ton--I/--ton---- T1on��-ton /___ / N I I \ 1 � to�_L - - - ton- TO U.S. ROUTE 29 \ \ SEMI 16E TRAIL 1 �\ \ \ 'I \\ VAR/ABLE AIDTH R/W I STARM 1 \ \ \ \\ \ \ \ \ \ I \ I \I I TRAFFIC \ \ \ \ I I 6 / \ . \ ❑ DROP INLET \ \ \ I 1 \ ^ EX EX l; TOE'=428.4' \ \ I \ HYD 1 - — — \ d 1 +1- 42765' \ +/- 42786' %i \ _ _ _ \ c T �/. / \ --- - -- INV.INy(61=42------ ` ---- - ------ 6'-INV. llV=423.6' d a \ a _ a d a LEGEND COMMUNICATION BOX CLEANOUT FIRE HYDRANT 8-10" ORNAMENTAL TREES LIGHT EDGE OF PAVEMENT MAILBOX SCALE 1"=10' 0 10, 20' U CRATG W. 7. KOTARSKI Lic. No. 0402LI48507 Llpn, 8/ 25/ 21 F DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' w I5 Z a J Lu J a O z0 N Z ' Q O2 w >l H I N ,-1 ° 10 I o Mw J 3 NQC�_ 2: N w Z = m ' Q U) o a " w U d O D U) z z O I..L 0 Q o a JOB NO. 47165 SHEET NO. C2.0 a 0 Ro N I REBAR FND. ` S32 ° 26' 27"W x— - _ V 171.64' T 10n— — - — = l9n= � �ir� 1On- - - , _ _ - _ _ _ X WOODEN PRIVACY FENCE REBAR x � x x--x----X Z ° Z v CLEARS PROPERTY BY Off � � -lnn— — ion— — T II 2 cMo 2 ---------------- - \_'------lnn---- A I � - O------------ ----- ---------- - - -l�n- - - -lnn- - -lon - - o --- I� I �� D/ `-zl ---------------- - - n ABANDON 1 \'----lon (�� 7-: - ----- -- - -- - - - - - --- - �_ - PRE/VACYFENCE--- _��--�-_\\`�_� ---- --- --------- ---------------- ------ - lEXISTINGWATER � -- 1 , 4 Q - -____ -____---____ DEMO AND REPLACE I DEMO AND REPLACE - ENCROACHES ONTO _ _ - - _ _ SERVICE AT MAIN _ m"----�0----------- � - - -- � � \'� --� ---- - - - - - - - - - - - _------------------------------------------------- --------- ---- SIDEWALK FOR ti ', CURB, I - SU�JE£�PROPERTY2,T- _ - - - - - _ \ GUTTERL& PAVAEN I �` ___--_ - _ - - _� ----------- - - - - - - - - - - --- ----- --- WATERLINE WORK I` ______ -_---"- — --- __---- ------ ----- ----- ------ ___ _ --- _ _ � `� ___ - _ - - � \ ------ - - - _ _ _ _ _ -------- -- ---- - - - - -- - - ------ ------ �_ - — — — —o— I — '_CONFIRM LOCATION — ABANDONMENT IN\ I -- - I `" ".--------- - ---------- --__-- ------------- ------- —1-- OF€J(ISTING� ACCOKOAIQCEWITHCa_ __-- -____ \ 1 _ _ __ --- \ � �`_""----------- -------------------------- - _ - - _ - ---------------------------------------- ------ ------ �. I a A ER fA S & � AGSA & RWSA \ I"- - _ _ - - - - - - - ------ ------ - � _ _------------------ -------- -- - - - - - - ------- I <_ _ _ _ \ --- - - ----- - - - ---- - - - - - - - _ - - - - _ - - - _ - _------- �_ _ _ _ _ - _ _ _ _------ Q —r- 9 __ __-� -------__--- ---_____---_ 0.702 ACRE _ 045B1 OS OA Di400 _ , � _ -_ --- - _ - - - - ---------- - - ---- ----------- __ - 4 — - --_ - �- CONNECTION. - - - - _ _ = - � SPECIFICATIONS. I - - _ - __ _� __----- ___ �- �- ___y�_T- -1._ b �- I "- --- -- -- p _ . . d I- _ - - _ - _ _ - _________________ MANAGED STEEP SLOPES �� _ - - - �______________ _-" "-".__________________________ - - - - _ _ _ _ - - - - - - - - - - / — ni— — ni ni— — — — —ni— nt - -__ _ --- REMOVEWAit IIR '--'_ - - - - ________________________-_______ ___ , - ^ _ - - _ _ _ - - _____________ r / / I- - - ---------------------------- - -- - - - - _ _ ------- - AP I _ - -- ��\_ - --- _ - - -- - - -------------------- _ - �REF�INE TVIIX OF EV€RGR€EN AND DECIpU91L5_ � PROXIMATE LOCATION - - " - -' - - T TP � OF EXISTING 12" DIP I ---- - _ ---__ - - ------- ---- ---------------------------- ------ - -_------- -- ;, -- INSET WATER MAIN (RWSA) LEGEND: I - ____ - I- _ _ - - - - - _ _ ____-- _-____ ___________ - - 1 -- - - -- - --- I -- __ - -TP� TP- TP -- - - - ---- --- ---- -- - - - - ---- -- - ---- - - TIMBER WALL --------------------- - - - - - r - _ ----- --1-- --- _-445- 43p - - - _ _ _ _ _ _ _ _" REMOVE CONCRETE \ ` - - - - - - - - 1 ______-_______-_____-__ - - - - �l , f \ o — — — — — — — — — — - 2 --fJ�R€AR SETBACK ' - \ I. r . ;:.:.: : ::.:.: \ _ REMOVE ASPHALT 1 \ 1 \ I 1 : ` 5P,:R*EAR SE.TBA.CK : \\ � \ \ \\ `!RSA. . ' 2%2-STORY BRICK OFFICE BUILDING \ I �Rp LLLL PAVEMENT REPLACEMENT I WITH BASEMENT I 1 I \\ I � i I I 1 I REMOVETREE REMOVE BUILDING \ \ i i "> BRICK-WIND0,W WELLS: ``- ' ' , AND ASSOCIATED I ,' r ' - - - \ \ x 12' DRAINAGEEMENT I I I DB 1159, PG232 \\ I (TYP.�::: : ' APPURTANENCES I' a DB 2041, PG 309 \ I r' PROPANE TANK """� SAW CUT DB 689, PG 447 \ 1 I \� \ \\ i : ' . -\: -" . i ::::::: .` FF=430.50' 1 I 1 NOTES: FF=439.43' I 1 1. DEBRIS MUST BE TAKEN TO AN I \\ \ I \\ . ^ ` ' F APPROVED LANDFILL SITE. �� \\ ;I N \ :' � :::: \ - : 2. DURING THE \ - : : SERVICE `I RWSA MUST BE O — — - _------------------ ----- j 12.4' BANDONMENTRN SITE DUR 11 BLE TO L0CA7L IN I 1 , 1 - A"I --------- I I L 20&I I , _ / ' -/BRICKPORCH I I \ ` `' /' : - I I _ --- I I ::: --- I I .. .: _ l ----------- ------- ----- I I I : o.Ll - :HANDI.CAPP:ED H I 3> I I III . - - : 1 I I I \ SIGN ' REMOVE HT O G I I u I �Ili I 'I I I I II I I I I I I I REMOVE RBA �� I I 1 I 11 \ MO GU I I 1'I �tAND APED 1 LA� �.' III It l; \ sc s N I � I I III ; �' I li 1 I : �: I 1 I I I / I :`; . YI \ I I 1 -�� II '� � / I - I 1 III I - - i- REMOVE SHRUBS ly I gENMbVE:CURB � `% \ o. :.I.I.. \ I WILCOHESS, LLC Ili I j I B:GUTTER ' :\`` - " - \ I DB 2095 PG 615 I' I ; T %: I I 61 REMOVE SIGN li I `: / \ I TM 045E 1-05-OA-01000 I , 1 1 1 r I `' a : I I I 1� �: ti I x REMOVE LIGHT I E. HIGHWAY COMMERCIAL I 11 I ; � <BRIRANLLC I I I I W I : I DB 2732, PG 169 6 j`, I W ti I TM 4 I RE VE 0 581 MO � \ � OS OA 0130 I `�. o o I ' ° I I� = I I' I �' A PHALT ' \ - I I ZONE.' HIGHWAY I I I S 1; : : I COMMERCI to 11 I ;P :` / :\�,. 1 III I I h I' I I :\ I 11 I ;� REMOVE J I II I 'T N I I' I I I SIDEWALK I S I J I I ti I \: 4 I i o I ``'. '. I I - 1 I t_ I ii DROP INLET I I. I ; ,; ' �`. ' / ', I TOP =4 li I , :APPF20X[MATit LOCATION. ' .'R � \ . I o� 21.62�. 1 I I o I a_ OF:EXISTfNG'SANITARY: ' 7a ;-' I . / I I lNV IN =417.1'71, ' � LATERAL : . �` I I A I lNV OPI�=417.0' I 4� : \ I I .: r' r \ I 43 i I I 6_ 1 I F2EIv10VE Ct1R8 \ I I I I I I � � \ a I __________-- I ;I LQGATEAIVD: :% ``�`� I 1 I N \ RE EXISTING 10.6'VIRGINIATELEPHONE (' I REMOVE & " A ITAR�d LATERAL / REMOVE I I I TELEGRAPH �� ` S N E ,�; I �: I c� H COMPANY EASEMENT, �� `:�: ' : '`A LANDSCAPED - I DB 524 PG 64 :; y 5 :- f'>,.: 3: I I� AREAS I I RELE ASED EASED \ FRO M OM PR OJE I CT PR OPETy � \\, \ f : \ \ DB 5592, PG 0036 \ .1: I I I I \ 3. FRONT SETBQGK - - ' o- \' / / y I 1 I 1 \ea �� -�- — — — ---- — — ------ — I —_ R I _ I I ^;I I T I �`\.c . _ S \ _ E _ B i I A _ K 5 / I _ 1 �I 1 - I - _ - I ----- - - . x I/ I I - --- / N lL FND. ONLINE „ �';:`` `: - : \ - i I I _ - - - - - - - - - - 1 �- \ - _- -- --- .. ; : . . F — :: - - . - :- - - ---- -- ---------------------- ------------ - --------------- --- ---- -------------------- ---- a . EDEX BOIL - . ', : � � . . .: . . -__� . : ---- --------------- — - — — — _ EMOVE LANDSCAPE `::. , � / / I I � \ AREA TO PROPERTY LINE —; — — — — v. - . /------�. _ \ I - �n \� - - - din \ / ' . ' . . ' . ; - . - <.% REMOVE CURB : C--------- - -- �l l�n cL L L LLLL . - . - . ' . ,. ``.,. . _`� : t------------- - -'\ S 8„ S „ LLL LLL L :. :::: �: : : : A REMOVE �_-------- ----------------- � S 6 SS 6 SS- -----L I LLLL LLLL L , - , . ' . ' .1B: P(%BLl -,' M- - -�:�- : - -t - - - - - - / \ __-__------- O I LLLL 0 I . , C .0 _ ' / - i WATER METER \ / \` _ TYOFALBEMARLE I SANIT� ; L ACCESSEA,�'ElVENT I . I . *% l .� - � � � \ Q 581-05-OA-010A0 � OP =425.4 I L DEED'BDOK I5 PAGE40G ::: :f ; ::: - : : - : - \ \ / \ a HWAYCOMMERCIAL /, INV. 1N=4179'4' - I '. DB5>5/406A :; J. ` - . - . - - - REMOVE MAIL / SIGN ', \\ \ \\ / INV. OUT=417T LL ''. DB:11�9/f99 i' :.:.: - : - : ' : ' .o ..'.: \ tbs- / i L D67678/374 : `,:. \ : : / REMOVE 1 \\ v, LLy �� -� .��' / - �� -� \ _ _ \ REBAR ND. I SIGN \ O SEM/NOLE LANE \ PUNCH HOLE IN LLL : N33° 09'. t1:'E :� I _ DEBAR RESET LLL A`; 142.44' �`� o PUBLIC \ ASPHALT P B LLLL.L : 1 : ! :. - . l . � :" ' : - ' ' . ' - 'CON7RACTOR To coNFIRM : - - - � � N •LLL ` ` ; - ' : ' : ' . . ' ' 1 ' . . .. ' TFIERE:IS NO U�STREAivI : - . \ 1V I 00 7VE Q . 31.52' W \\ ABANDON CLEANOUT AND EXISTING \ \ 7o — \ N ARIABLE WIDTH RAW REMOVE CLEANOUT AND EXkSTING 6" LLLLL '� : PIPE FOF2:THIS:CLANOUT. - 6 11 'W /. . N SANITARY PIPE ONLY IF CONTRACTOR PAVEMENT LLLL 1 � :: ` . _ _ SANITARY PIPE ONLY IF CONTRACTOR \ �� v CONFIRMS THERE IS NO UPSTREAM REPLACEMENT L .: ``' - .... _ _ — I CONFIRMS THERE IS NO UPSTREAM \ _ _ � / \ \ — — o FLOW. IF UPSTREAM FLOW IS FO1t1ND, JOINT — — — y — o I PIPE. IF UPSTREAM PIPE OR FLOW IS ABANDON EXISTING \ / FOUND, CONT CTOR SHALL STOP WATER SERVICE AT MAIN \ 68.98' a CONTRACTOR SHALL STOP WORK At1D / CONTACT TIMMONS GROUP. .. I —l�n'- — —1 ) / — -—,'—lon — - - —lnn - - lnn—I— - — —lnn— WORK AND CONTACT TIMMONS GROUP. 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SIDEWALK FOR I \; SIDEWALK, CURB, I SCALE 1"=10' � / \ \ \ 6ROP INLET ( , WATERLINE WORK GUTTER, & PAV MEN r _ _ // \ %% TOP=42 4 "i` HYD ;CONTRACTOR TO FOR WATERLINES\ v �� \� _ - - - - - - - INV. 1�6�=425.5 - - - _ \ _ _ _ - - - - - - - - -'"CONFIRM LOCATION- ABANDONMENT IN\ \ !��� A o C // \ `, i� \ 4 .a o - - - %NV. lN', 423.6' a a � . CF�XISTING'-ACZTOKQANZ)EWITH� . 01 vi , _ (� \ _ � \ p' - c :/ /A/1/ nI ir_=a2� �' �� \ . 1 � a WA�ERLI�ES & AQSA & RWSA \ 18" RCP lj�ALTH O� , .. 0 ( U CRATG W. 7. KOTARSKI Lic. No. 0402048507 �G''�, 8/ 25/ 21 M E C) O, O N Vi N c > E w °/ E LL o 3 0 w - III 6,' K W t n cc J V m III J - Ili 0_ > O N 11 N R U W F-= x v) O - 04 04 C v f.-,= N N = U > m F c '/` 0 m N 04 w M �V � H vi O _ (D O CC = 0 A > w = U z O Ln 0 IL O cc 0 Z O a K U w 0 Z O Ln w F 0 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' 16 W 1 15 z a 0 J 8 W t J 0 a O z- Hq N 3 2 zv 2 Q C`1 / O C W'_j� L (1) } m z r Z m � o. O =_ U `0 Mw J 3 N Q J a N w OCo co G o cq a w20 z 0 00 o m A =� v) m- E O a w M a U O x= O 3 rn 0w Ka 0 ED m a mwFa 05 Q &3 a m ) a v = a X a 0.0 016 .0 3 % Z A= .11 d 22 Bg a m N a 0 'a JOB NO. w o a t 47165 M a C V SHEET NO. n o C2.1 c E F_ EROSION AND SEDIMENT CONTROL NARRATIVE GENERAL EROSION AND SEDIMENT CONTROL NOTES: PROJECT DESCRIPTION ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW BUILDING, PARKING AREA, UTILITIES, AND ASSOCIATED SITE WORK. LIMITS OF CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA TEMPORARY RIGHT-OF-WAY DIVERSIONS i DISTURBANCE TOTALS 0.59 AC. EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL 1 `a REGULATIONS. O - QcRATGW.7.KOTTARSKI> ADJACENT PROPERTY THE PROPERTY IS BOUND BY CONVENIENCE STORE TO THE NORTH, A RESIDENTIAL LOT TO THE EAST, A VACANT LOT TO THE SOUTH AND ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF - VDOT #21A 18" STONE MIN. e GO CO o' MIN.----- --I CONSTRUCTION I Lic.No.0402048507raucTloN ROUTE 29 TO THE WEST. THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. Ac i coUR E i "A 8/ 25/ 21 PAVFh TV` EXISTING SITE CONDITIONS ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND _. .__ � - , '°'^ ''-'"'= • ""� �'T` �� `S�ONAL �G THE SITE CURRENTLY CONTAINS A PAVED PARKING AREA AND OFFICE BUILDING. DISTURBANCE. , - Ci" rdiN. 2+,A AGGRL�3.4'I'F BFlSE OFF -SITE AREAS ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. - PROFILE THIS PROJECT INCLUDES WORK WITHIN THE ADJACENT ROW. ADDITIONALLY, APPROXIMATELY 216 CY OF FILL WILL BE NEEDED TO FILL THE EXISTING BASEMENT TO PROPOSED FINISHED GRADE. IF THERE IS NOT ENOUGH EXCESS SOIL FROM THE PROJECT SITE, CLEAN FILL ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT MINIMUM g FROM ANOTHER SITE WILL BE USED TO FILL THIS AREA. DEBRIS MUST BE TAKEN TO AN APPROVED LANDFILL SITE. 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. TYPICAL GRAVEL STRUCTURE 3.11-1 STONE 70' MIN. CaNs rr<urnON ASPHALT PAWD N v CRITICAL EROSION AREAS RWD A AcoESS - f'O WASHRACK E THE AREA WHERE THE EXISTING RETAINING WALL WILL BE REMOVED AND PROPOSED RETAINING WALL WILL BE BUILT IS WITHIN THE ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED ( = TEMPORARY RIGHT-OF-WAY DIVERSION MANAGED STEEP SLOPES AREA. BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) EXISTING fl 2% PAVEMENr-' LU v 3 No Scale r �i 12' M!N." .,,.2%- - - z% Q LL 3 LL o EROSION AND SEDIMENT CONTROL MEASURES ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING Q . t w O m ^� 2 LU UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE ACTIVITIES AND DURING SITE DEVELOPMENT. a v z CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE ------POsn vE: nRNNAGE 'MUSS EXTFND FULL WIDTH ' PJ° - u' d y N O d VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. U U U u u TO SEDIMENT OF MGRESS ANa EGRESS 4 OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. ��II �I �I �I �I ��II El G El El G OPERATION TRAPPING t1IVICF (7 to M z V) I, ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY 1-� PLAN � O N ¢ w w � STORMWATER RUNOFF CONSIDERATIONS NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. - - - - - it a o p 01$ � ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION s = z O a ¢ SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. MINIMUM STANDARDS: STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION -- - - 12 MIN """ -----FosnlvL ul+ ra°. a_ r TO SEDIMENT _ ¢ t M o U a FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, 2% rRA NFIG 00, C 7 m STRUCTURAL PRACTICES: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT T c _ w.. --` MEMO 0 - w ¢ U 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN '' a p U ¢ INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS CRITERIA TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH rILTER rt-oTrl o w ct: 2 TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY SECTION A -A w F- Q ¢ 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES 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 Tp IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. g.gg O O ¢ En w O TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF A utittiuttwt water tap of 1 inch unrst be with a ntuthtnmr 1 inch ballcock � � SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. shtttoilcrnhe snpptyvtg a wash hoseerith a diameter of 1,� itches for' adequate � a j 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS MS-2. DURING CONSTRUCTION OF THE PROJECT SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH TREE PROTECTION constantpressu e. WaAiwaternurstbecatriedawayH'orttttteentranceto an D o m d > n INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT gtproeed settling area to ravote sediment. e111 sedtnent shall bepreveltte fi'rnn = > to a h W � No Scale PERMANENT STABILIZATION. STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE eutetiu, storm ch aiiw, ditches or watercourses. � c0 ra O e0 O a 4. DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH PROJECT SITE. PAVED WASH RACK 0 ¢' � a � ¢ DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET OR TO DIVERT SEDIMENT -LADEN MS 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. TABLE 3.31-B No c;n..F = PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. � ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS ,,„,.,� 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE "QUICK REFERENCE FOR ALL REGIONS" CE > w w ~ o C 0 0 0 0 6. MAINTENANCE OF SEDIMENT TRAP INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND PLANTING DATES SPECIES RATE (LBS./ACRE) 3.02 u p ur N - DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE DISTURBANCE TAKES PLACE. z THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. SEPT. 1 - FEB. 15 50150 MIX OF 0 En PAVED CONSTRUCTION ENTRANCE DATE 7. OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN ANNUAL RYEGRASS OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. (LOLIUM MULTI-FLORUM) > No Scale STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE g 50-100 � 3/22/2021 8. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. CEREAL (WINTER) RYE O DRAWN BY MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE (SECALE CEREALE) VEGETATIVE PRACTICES: FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL A. FONTAINE 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 1. SET THE STAKES. 2. EXCAVATE A4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. DESIGNED BY A. FONTAINE SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR VEGETATION. PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. (LOLIUM MULTI-FLORUM) MAY 1 -AUG. 31 GERMAN MILLET 50 6' • • FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN SETARIA ITALICA ( ) j / '_ - • CHECKED BY MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. TS 3.31 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. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET FLOW � � � � - ,• a • C. KOTARSKI SCALE PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE TEMPORARY SEEDING PLANT MATERIALS I III MANAGEMENT STRATEGIES CHANNEL AND RECEIVING CHANNEL. 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. No Scale 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. AIIIA 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER 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. GRAVEL CURB INLET SEDIMENT FILTER CONTROLS. - 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, ATHE TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. FLOlie CONTRACT DOCUMENTS OR STATE LAW. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES PERMANENT STABILIZATION SHALL BE MET. ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 3' FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER FLMAX. OW W SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER APPLICABLE CRITERIA: THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. \ A B A \\� (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE 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 // _ / / APPLIED PRIOR TO MULCHING. DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE 12 " SEQUENCE OF INSTALLATION PROPERTY. GRAVEL FILTER II PHASE I (SEE SHEET C3.1) D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE 1. APRE-CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR CONTRACTOR OWNER AND ENGINEER. STABILIZATION. Q THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. RUNOFF WATER WIRE MESH -FILTERED WATER 'T`-+' ` '' _) .:' : a '. POINTS A SHOULD BE HIGHER THAN POINT B. SF DRAINAGEWAY INSTALLATION 3.05-2 Uj J F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. .: (FRONT ELEVATION) 2. INSTALL PERIMETER MEASURES, INLET PROTECTION, AND CONSTRUCTION ENTRANCE. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE O 3. GRADE SEDIMENT TRAP AND INSTALL DIVERSIONS. THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A _ ^d': SILT FENCE /���/O WIRE SUPPORT " 3. DEMOLISH EXISTING BUILDING AND RETAINING WALL. PAVED OR PUBLIC ROAD SURFACE THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT _ e ,: �:-:. - IT \" Z 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. CONSTRUCT NEW RETAINING WALL. SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. o..;..;' :..: SEDIMENT �I No Scale H J 6. ROUGH GRADE PROJECT 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. CONCRETE Q 7. HAUL AWAY EXCESS DIRT &DEBRIS GUTTER CURB INLET 8. CONSTRUCT BUILDING. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE 9. SEED ALL DENUDED AREAS PER VESCH STANDARDS. STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL 12" GRAVEL SHALL BE VDOT#3, #357 OR 5 COARSE AGGREGATE. TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Q W > w PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY �+ z PHASE II (SEE SHEET C3.2) MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. SPECIFIC APPLICATION: THIS METHOD of INLET PROTECTION IS APPLICABLE AT TOTAL LBS. PER ACRE 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE 2 EROSION AND SEDIMENT CONTROL PLAN AS THE STORM 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 CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO 3.07- 6 IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. O TI �0x 06 SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. UNPROTECTED AREAS. U (n 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% '� Lu uJ ACHIEVED. OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. STORMWATER INLET PROTECTION IMPROVED PERENNIAL RYEGRASS 0-5% _ 3. ALL STORMWATER PIPING & STRUCTURES, SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE SOILS INFORMATION: CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. KENTUCKY BLUEGRASS 0-5% ^' < Q No Scale GENERAL SLOPE (3:1 OR LESS) ` V m Z 4. ONCE THE SITE UP HILL FROM THE SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR REMOVE, REMOVE THE 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, HYDROLOGIC SOIL GROUP: B 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH KENTUCKY 31 FESCUE 128 LBS. 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. 34C - GLENELG LOAM, 7 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, HYDROLOGIC SOIL GROUP: B FRAME GRATE RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. Q U U) 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE FRAME 150 LBS. REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 1 5, f 39D - HAZEL LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK HYDROLOGIC SOIL GROUP: B MAX. - ) LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) ' SEE SLOPE STABILIZATION SEED MIX Y Uj Sediment Trap design #1 88 UDORTHENTS, 2 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, HYDROLOGIC SOIL GROUP: D ��� , ` v drainage area (acres) (<3) 0.85 1- "•P1 r �v✓ MIN. GATHER trapwlumes: rnrsrorsroxewra „"-� EXCESS cumulativep elevation (ft) area (sq wlume(cy) wlume (cy) AT CORNERS ' 424 692 USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES oersTnracr ,,, ��x 425 1017 31.6 31.6 426 1368 44.2 75.8 427 17" 57.6 133.4 w" stuubl . 133.4 +��I 1 PERSPECTIVE VIEWS STAKE AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE 1FABRIC- ELD COMPACTED SOIL CWD TO HAVE VDOT _ ` I 1, ht .. WINTER RYE NOVEMBER THROUGH FEBRUARY 15TH...................... STANDARD EC-2 ' i� II MIN. o- wxu u awt" cu s , " P ! i MATTING ON UPHILL 18" MIN. j j j j SIDE wet storage: _ '* SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL wet storage required (cy) (67*DA) 57.0 _ ! i i i ~FLOW bottom of stone weir (ft) 426.0 -IIII II IIIP411oilPall NilIIII II II II All _ _r.\ \A� r) DETAIL A OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF VETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED wet storage prodded at this elevation (cy) 75.8 "coarse aggregate shall be VDOT #3. #357 of #5 L L MUSTT BE BE PROPERLY INOCULATED. WEEPINGNGLOLOVEGRASS MAY BE slope of wet storage sides 2:1 111111 11-mmillill ELEVATION OF STAKE AND FABRIC ORIENTATION ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER _ weir length Ht) (6xDA) 5.1 SPECIFIC APPLICATION SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. - dry storage: bottom of trap elevation (ft) 424 4.5' MIN. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET dry storage required (cy) (67'DA) 5TO bottom trap dimensions: 67'x11' crest of stone weir 42TO top of dam elevation (ft) 428.0 ST dry storage provided at this elevation (cy) 57.6 top width of dam (ft) 2.0' 3.13 DD CWD 3.09-1 DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 57) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07_1 PS 3.32 JOB NO. 47165 slope of dry storage sides 2.1 top trap dimensions 83'x27' CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SEDIMENT TRAP TEMPORARY DIVERSION DIKE STORM DRAIN INLET PROTECTION PERMANENT SEEDING MIX FOR PIEDMONT AREA SHHEEET NO. C3. O No Scale No Scale No Swle No Scale F --__ - -463L _ - - I _ _ _-_--_--_--_---_-_------as2----=---- - ----- ------- - - ' EROSION CONTROL LEGEND - _ _ \\__ _'------------------ - -- - �460- - - - - -------_ ----- --- - - - - _ _ - _ _ - _ - _ - 459- = LIMITS OF CLEARING AND GRADING -r - _ � � _ _ ---- - - - - _----___------457- `_'_------- - - - - - -_,, - ----- 456-___--_-------- - - - - - -- ---- -- �_ - �� ■� DRAINAGE DIVIDE _ _ - - - - _ - - _ - - - - - - _ _ _ _ _ _ _4_ \ ------ __---452--453 --- 455_ -_ _ - - - - - - _-- - - - - _____ __-454--__ - - - _. ----__]_ � SOIL AREA DIVIDE _ _ _ �.7_ 02-ACRE- _ 450 _51------- ---0L-05=0A__Oil-00.----------------- - - - - -----_ CIE PAVED CONSTRUCTION ENTRANCE 3.02 449- _ _ _ _ - - - - - _ - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ --- - 448-----_ ---- - - _ _--- ----- ---------- _ SF X X SILT FENCE 3.05 444 MANAGED STEEP SLOPES i _ 441,-4q2'\ ---- ------ - - - - -- - - - - - -_ --_-------__ - - -_ - - IP ® INLET PROTECTION 3.07 I- -_ -- 440 - _' --- -- - - - ----------__I__---- - - --___ ------------- ---- - _ -_- - - - -- - -_ DO DIVERSION DIKE 3.09 -437-_438--439===__-_- �\\ \ - - - _ _--- - LINE-MIOFEV€RG6EENAND DEOIIZU9US_---_- --436_ __ _ _ P - Cii - TP _ -_ - 43 435 _'----- - - - - -- - - - �_P - ---------- ---_ _ _ _ _ RIND RIGHT-OF-WAY DIVERSION 3.11 13,3 T TP �7.=- -_=__--_---__- o � _�1 !iiMB€IZWALL - _ -- - -- _' /--- _ _ _ _ - - ST SEDIMENT TRAP 3.13 I -ICA- \. - TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 2%1 ` � \ 2-STORY BRICK OFFICE BUILDING I I MU MULCHING 3.35 G \ WITH BASEMENT TP TREE PROTECTION 3.38 \ \�C SF BRICK WINDOW WELLS 4 TS 12'DRAINAGE`4,' ,EMENT \ \ \ (TYP.) \ \ DC L I DC DUST CONTROL 3.39 DB 1159, PG 232 \\ I I I I \ \ DB 2041, PG 309 \\ i I N I d \ \ ` \ \ /I I PROPANE * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER DB 689, PG 447 I IIF 430\ \ FF=430.50' APPROXIMATELY 216 CY OF I I \ \ TS \ \ I FILL FF=439.43 HE EXISTING BASEMENT \\34 C000 - - - - - ----- DC •\ ---------------- I-� -- -- ---r - -=(616LLOlI LOCl TEs INVERT T1 I II I ? I I I I \ BKRCHV = II 1 ✓V I \ - ----- ----------------F �� HANDICAPPED H \ SIGN ft""m� \\. I I I I I I I I lr IN \\ \ \\ I\ \ I \ e� j �\ ll/ I I II I I li I I II N "A l ° n I I 11 i I II DC III J \ \ P, II \ \ llll II II I \\ \ \ 9 \ 16 I I I \ b W\ r\ I \A LIMITS OF I I I1 I I\ \ I I I I DISTURBANCE = 0.59 AC \ JI N� DC DROP INLET 4 I II 1 I `I APPROXIMAl\ OCATION \ \ TOP=421.62,�. 39 D INV. 1N=417V 1 lP I I OF EXISTING NITARY TS \ i PARKINGN - _ \ INV OS'F=417.0' I \ I I 1 \ \ \ = \ DC I I I \ ERAL 1 I SF I i\ �. \I � II � %'\ Ip � \I STAGING, AND I TS I I� I - � D �______ -- _-____ _-\STORAGE AREA\ / p22�A I \ \ l \ \ I I J 10.6' VIRGINIA TELEPHONE & \ I TELEGRAPH COMPANY EASEMENT �i \�"�� lI / r \ Dp \\ \ \ \ \ tANDSCAPED I DB 524, PG 645 \ O \\ /11 I \\ I Q I PREAS \ jRELEASED FROM PROJECTPROPE T) w �`I . l I I I DB 5592, PG 0036 1 1 EX �I \ 428 I .bry i +C.90' I I ST 427 I \P \ l DROP INLET i '5 TOP =423.0'%Q STONE GVEIR 25 \ 42 INV. 1N=413.T // / /N \\ I -L-1 \ 424Nbs \�� - - \ \ INV. OUT=412.4' �' 1y \ I \ ICL I I \\ IP - - - - - - -------- / 67 _ i - _ � - - a ---------------- - -- _--- ~ I ASH RACK 15"HDPE---------- ___________\___________ ____ _____ _____________________ 4 __________ - -------------------y___-------� FEDEX BOX lqi --------�------ I I �\ -_ ------------r pDN w 34.4' \ ----- -a SS -a" SS -a" SS -a" SS -a" ss a" ss SF ------ ----------- ----------------------- / DEED B \ 4, \ _ DB 5151406A 91199 N \ s --- ----- --- - �a� ------L--- \ _ _ \ _ _ _ RWD' SEMINOLE LANE PUBLIC \ ` \ / \ CONTRACTOR TO C C VARIABLE WIDTH R/W \ POB ` \ \\ / \\ PIPE FOR THIS CL S NOUT 8$ \ _-- ---- -iial- _ \ \ \ \ \ ' // am _ I \I 1 1 \ \\ -19Q / 1`Jp- - -1 n- - - -1J/1- - _ - -Inn- on - / SEDIMENT TRAP #1 I - - - I CWD ' 0.85 AC DRAINAGE AREA 1 1 TEL -ion - - _ / TOTAL STORAGE REQUIRED: 113.9 CY / MARK -len- \ -� - _ TOTAL STORAGE PROVIDED: 133.4 CY UG JBOX 1 \ \ PRESERVE EXISTING 1� - _ I \ / 3 ASPHALT FOR ACCESS TO / ' - -Itnn- TOP OF DAM = 428.0 \aEBELNCHM\ARK SET \ CONSTRUCTION _ENTRAINCE 1uo �/ -ion- - �-1en- CHIS�LED SQUARE IN TO� l 10BACKgURB 104/ --/ F -In-EVTIN=426.46-ion- ion_ I / / / / sr�nl- - -1on- - ion- - T \ TO U.S. )ROUTE 29 I SEMINO�E TRAIL I \ I� \ VARIABLE ° \ 11�4STARM \ \ -- ` TRAFFIC \\ \ 1 \ . ❑ DROP INLET \ 1 \ \ \ _ _ EX ;1 TOO=428.4' \ \ c +/- 42765' +/- 427.86' %l DROP INLET - -_ �� v / \ 1 \ \ I - - - - _ INV. lN�(6l=425.5' - - - - - -TOP 2176' '. ° \ o / / \ \� \ \ ° \ /5 INV.IM=423.6' o Q ° INV OU�=423.5' a \ INV OUT \ ' o \ ° ` �- =L---- - - IP - - _ - - - -_ - - --------- - - - ----- - - - - - - - - - c -P----------- \ -- - - -��-- - '- - /77/7- -� 18"ELLIPTICAL RCP - - -M- M- - - - -M- - -M- M- - U CRATG W. 7. KOTARSKI Lic. No. 0402048507 on• 8/ 25/ 21 M E 0 � o N Vi N C > E w ° E Lu LL 3 o U. 0 w 0 m K W L M J V m J - l � N U W v 3: 0 x �i j N< U) Q v ti = � N = U > u� F c �^ O � N � M � H vi D 0 (D 0 O cc H 0 w w U Q z 0 o_ 0 O Z 0 d K U w Z 0 > W F DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W Z J ui a O z` @ 0 r� N_ @ a Q o W' @ > LU z � r =:) Q a 1� Ou = o M w o- 3 < U N w �a o _j f" oo ' Q LLJ d z n0 o 2 A �-6 v) E- E o a �N U 0 0 3 rn z„ K1 0 LJJ m a o Q3 a " � m X C @o g„ A C d `o �M 06 a c MU MUM a JOB NO. w co m 47165 C V SHEET NO. a o C3.1 t E __ \ _-_- -463i - — — _ _ _-_------------_------462---- - - - - -- _ -- - -_- - - ' EROSION CONTROL LEGEND -_ --- --___- —458- 459-__------- _ _ — — — — _ --_ - S = 1s LIMITS OFCLEARING AND GRADING `� / ,�i•� -- - -- - -__-_ -_ � ----456_457---___---------------- _-----_ �- — �� ■� DRAINAGE DIVIDE - ------ _ '-- 4s3_ 4-- _ _ _ __ - ----- _ _ _-_------- ---_]--- SOIL AREA DIVIDE UC[tATGW.7.K0'CARSKI _ _ �.7_ 02 ACRE- _ _ _ I ----____-----------as/-4sz--____---0SBL-05=0A=_OTOL0.: '------ — _ _ _--------- --- Lic. No. 0402048507 _ _ _ _ _ ? 8/ 25/ 21 _ — — — — 450 - - - - - _ _ - - - - - _ _ _ - - - CE PAVED CONSTRUCTION ENTRANCE 3.02 ` - - - - - - - 449- _ _ _ — — __ - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - — .0 448----- ------ _ — — --___-------------------- SF SILT FENCE 3.05 -447-- __ __ --___ _ --- - -4gs�s--------------- ' ----- __--------- __ _____ _ — '----------_-----____ TONAL MANAGED STEEP SLOPES ' _ - -- ` - - 4a/-442��9 44 - - — — — — — — — - - _ — — — — — — IP ® INLET PROTECTION 3.07� 440 ' - _--- - - -- — - _ - ___ - ----------__I__--- — -� --- ��-------------------- — — — �R---_____---------- ---- DO � DIVERSION DIKE 3.09 ME _ '-437-_438-_439===--- �\` \ — — — — — — --- -- - -- FELINE-M1)�OFEV€RG6EEN ANDDECIQU_0US_ ------ �o --436- _-_-__ - _________ — — — _ -----_ P - __ TP ___--14 �43 43q -- _ — ---- - - -- ------------- �P - -- ----_ ------------ ;- _ RIND RIGHT-OF-WAY DIVERSION 3.11 >E - - - _ - _ L - - - - L / - - - - - _ _- _- _- - - - ! _ _ E 43 _ _ - - - - - _ _ _ _ _ - ST SEDIMENT TRAP 3.13 Lu gl IP _ — �wv3 \ � � ` — TS TEMPORARY SEEDING 3.31 o LL o 3 I \ \ \ 1.1 \ - O L M A D A Q W — — — — — — — — — — N w w w Q PS - a PS PERMANENT SEEDING 3.32 w � ui 0 PS o o DC c� w w MULCHING 3.35 Z F p �2 �0'� U Z TP TREE PROTECTION 3.38 it e o Q p Q. v q3B\ nU v" z OQ Q 12'DRAINAGE�@�EMENT \ o DC DUST CONTROL 3.39 F ¢' N o a DB 1159, PG 232 433 c `\ EN > Z� Q DB 2041, PG 309 \ i N PS MU p \ 433 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER w M O Q U DB 689, PG 447 \ ; 1 P o \ a U Q == �— �\ \\\ I li 430 28,428 ` \ \\ \`--- MU 432 PS 431 Q�Uk� 34 C � I \ \ DC .D �j ° NVS \ \ p.� o I t1, .I MIJ \ p CQ I I p o PS (D mQca UNABLE TO LOCATE INVERT III N I I I - \ \ \ 1P \ \ 0 ¢ce j Q r- iII ✓ I 4�� o ����� 11 I I I I I I III v I I II ° �b� \ A�' Aw wLu N N N II I I I II II I' I' i 1 a �tZo� 11 1 y 11 I 11�� _��� I� I I Ir IQ o IP 0 nmn� I I I I � DATE 0 3/22/2021 DRAWN BY I PROPO4ED ° \ IIII I I I 6 1 I I STARBUCKS _�--� n g29 \ A. FONTAINE 1,150 SF \ DC \ �I - I I\ � � DESIGNED BY W \ LIMITS OF • O IIi I I I I \ DISTURBANCE _ • A. FONTAINE Z \ \ 0.59 AC N Z I IIi I I CENTER OF DRIVE \� I I \ \ \ • CHECKED BY N n li I I I THROUGH WINDOW \^IIII I I I 1 I/\ I \\ \ \ \\ • C. KOTARSKI I IYi I I I I \ \ 2B \ �� \ �\ ^ \ • • SCALE \ \ \ \ ham) W • 1.._10' DROP INLET IiI� I I I v v v ^ 3 9 D V.TOP =421.6.1 ININ=4171' a: 1 1P I \ o o `\ \\ • 1NV O8'f=4I7.0' II I II SF p \ o $ pall Q� \ \ \ ` \ \ 3 9 D ffJJ o \ �ti \ 1b IP al \ W / p c DROPINLET i� ice/ \\` '`'7� \\ II II\\ �. °- \ a \�41 TOP=423.0' �\ INV. 1N=413.7' \ INV. OUT=412.4' _ Zj I M U \ \ 1 \ IP / I o L - \ \ PS \ ` \ W ---------- -_ ----- I o ----------��-- ------ / I - \\ DC DC — — — - T------ ------------------------------------------------------------�--- / Boy 15"HDPE — — — — — — — — — — — — — a =`� --------------1------------ ---- ------ - — \�\� — —I = — —�— i \ r--- \ ----- \ \ - ----�--------------\ __---___-- \ \ \ $�� SS $�� SS $" SS $" SS $" SS $" $$ ' _ I I � \ \ Q N o 18�' PDBI (C \ I � \ // ACCESS EA EMENT \\ \ \ \ / \ � c DEED BOOK 15, PAGE 406 DC \ PS \ \ W a DB 5151406A I\ \ 1 M b�^ \ \ / /'� LLJ DB 11591199 8 v \ V Z - - — - - ----- --- -i �,,,,mono-------�--- — _ _ D81678/374 I \ _ _ w� 0 c SEMINOLE LANE \\ N' aT — _ _ U = PUBLIC \ POB \ \ \ M 3 \ VAR/ABLE WIDTH /WLL ` � a U \ \\ 430 `\ \\ �� wo 8$ ' N m w \ IJ� , , 429 ' I� l� \ J a co T M. ° \ \ - \ - "`"—fir: \ Q LLI d co Q - - - \ / / I I I \ \ \ ' n \—ion—lon-----lon---- 11 \Im5 R _ — \ H a� 1 _ _ _ on SF TEL WD z _ / I MARK — UG JBOYn— Slsn —ion— U 0 \ BENCHMARKSET I. \ / b 1 ll�n— — - — —lnn— — - / I \ ` / N 3 a \\' CHIS�LED SQUARE IN TOP 1 I — \ 1 ion \ - I I � / 0BACKgURB ---lon— 2 ELEVATION=426.46' 1 SIF / —Jon— — — —len——l�n----lnn— — — log— ion— — T 1Jn------ / I Q �O —19 R — —I % —1.J n — — -- = 1 'J n — w I \ TO U.S. )ROUTE 29 n— Vinn, Odd M II \\ SEMIN06E( TRAIL � I I\ \�\ \ \ \\ � �\ � I � �� d c VARIABLE 1ADTH R/W ; 0 j \ 1144STARM \ \ `\ TRAFFIC - - - - ❑ DROP INLET \\ \\ I II \ = o \ c !/ TOE\=428.4' \ \ E o06DROP INLET _ - a % / \ \ \� \ — — — — — — INV. l 6" -4250 \ \ a . I . o \ — - _ `� a \ a \ 1 n -pTOP�20�' '. \ o / / \ \� �. \ a o. '\ /5 INV.IlV�=423.6' o a \ yl l�V. IN =4 ' v _ �' _ \ i\ \ ' a \ o \ . o a l/ INV OU�=423.5' a \ o .. .. .a \ a \ , \ .o a x I a ° INV OUT IP p /Ip \ — — — — o ___\--------- ----------- ---------------- n---.—a—i------------------------------ ---- ---------------------------- ---------------------------------------- JOB NO. _ `------------------------------------� ---- ------ --------------------- — — — — — — — — — — — — — — — — — — — — — — — — — Mt — N--- -- a -= --yam--- - = --- _._ e -- = =�_—. — — —= -----.--_� -- __ --- ---- ---- 471 ----------------------------------------------�--� =�= = — �_ I T G —_ ------------------------- a� I 0 -> ----- - .. }- a < ~- T- �� �- — ,�- -cam[- SCCALE 10, --- - cC �_--`---- �// —It � -----� VJ �� /�/T 0 10, 20' a 8 18" ELLIPTICAL RCP SHEET N0. n o r� 6i ---M— M-----M— --M— M-- --M M— M--M-----M C3.Z FE I X— — —x— WOODEN PRIVACY FENCE ton- - - -X—�—x X --X--X--IpISE CLEARS PROPERTY BY 0. 3' 1" TYPE K COPPER ton --- - - -ton- - - -WATERLINE Isn ���THj OIL Inn- ton- - Gi I DlL NEW F PRIVACY FENCE I HYDRANT U cRATG W. 7. KO'CARSKI > ENCROACHES ONTO I SUBJECT PROPERTY2.7' ALE dA 8/ 25/ 21 Lic. No. 0402048507 I O 20' LANDSCAPE BUFFER & 20' PARKING SETBACK (NEW 6" GV 0 _ 90° BENDS�ONALG EXISTING FNDRWT o 1" Wm ° r�4b°D+ VALVE TO REMAIN .1" EORPSTOP 4 _--__ _-- —------- — — — — �'1 E O I IQ —. ,a — — — — — — ry Vi RETAINING WALL / / _ °- E MANAGED STEEP SLOPES (MAX HEIGHT = 6') I — —M— — M M V 3 ANCHOR DIAMOND PRO SEGMENTAL 50' DRIVE-THRU SETBACK I TREELINE - MIX OF EVERGREEN AND DECIDUOUS I APPROXIMATE LOCATION ¢ a 2 BLOCK WALL - COLOR: JAMES RIVER ( ) ADJACENT TO RESIDENTIAL o'er � n ~ OF EXISTING 12" DIP w O m 9 I LLJ WATER MAIN (RWSA) < _j v z w .j — vi O PRE -ORDER BOARD d � o 4 0- DIGITAL ORDER SCREEN (En ER POINT CANOPY (DOS) I LEGEND: z F? v U Z I �0NQ cn W it ai w p @S W -pa - STANDARD DUTY CONCRETE o = R25' R25' HEAVY DUTY CONCRETE F w Q -- I 6 9 00 p��JU J 5 C -6 I LIGHT DUTY ASPHALT _j Q \ Q W ti 12' DRAINAGEEMENT I ° & ° \ \ / (n Q d m m DB 1159, PG 232 i A � \ ° 4 r> \ HEAVY DUTY ASPHALT D m d DB 2041, PG 309 \\ I R20' t. o 8 OC \ O DB 689, PG 447 \\ ; n ° 2 O m O c0 O 2 BIKE RACKS DUMPSTER R20 \ LLLLLLL PAVEMENT REPLACEMENT 0 Q LLLLL % Q LOADING SPACE \ LLLLLLL = \\ SCREENING ENCLOSURE \ i 2 DESIGNATED MOBILE ORDER (SEE DETAIL) \ 12 I \\ \ e 3 ORDER BOARD ( ) ° PICKUP SPACE SIGN > w o 0 0 0 0 --------� I \\ \ i 2'C B NVS \ \ NOTES w\\\� F- �� 11 TRANS( ON' 4 5 ° ° ° 5' 19.33' u ti N 11 �I I 7 - ° ° 10.1T \ \ 1. A KNOX BOX SHALL BE INSTALLED. z I - CG-$ ' : / I COORDINATE LOCATION WITH THE 0 _ - - - - - - - - - - I I I O o: ° FIRE MARSHAL'S OFFICE. Di DATE -��---T I---� I IIi 2'CURB SANITARY II I I I I IIi CUT SEWERCONNETIO CREASETRAP �'bs CONIC i TEOWF{EEL :: :: :: :. is, : 2. RWSA MUST BE ONSITE DURING 3/22/2021 THE EXISTING WATER SERVICE O I ABANDONMENT. } DRAWN BY II II IIC I GREASE 4 ': :0: o CLEARANCE A. FONTAINE I I I I I I� IIY i I CONNECTION ° :3 :: :9r :: 12' I BAR DESIGNED BY 3 100' RESIDENTIAUDRIVE-THRU •• A. FONTAINE FACILITY HOUR RESTRICTION LI 27.93' 8.5' R5' • CHECKED BY - i Illi I I ih O R5' Rl' R2' R3' LIGHT DUTY III I PROPOSED v ° ASHPALT 1" TYPE K III STARBUCKS _� - ° HEAVY DUTY • C. KOTARSKI IIi I I ± 1,150 SF - 5" BOL RD DIRECTIONAL ARROW COPPER �WATERLINE CONCRETE • • NON -IL UMINATED � I SCALE li I 2" TYPE K COPPER HEAVY DUTY 1 "=10' III WATERLINE Z IIi I AA CENTER OF DRIVE HOSE Q 25' 2" X 1" ASPHALT • COPPER • III THROUGH WINDOW BIB � ° TEE 45° 16 I 2 ° (3) DESIGNATED CURBSIDE j I I ORDER PARKING SIGN BEND I Q II I I 7 5 �8,8'� LIGHT DUTY �% I ASHPALT R3' M ANCHOR DIAMOND PRO a ° A ° R5, R5 v N SEGMENTAL BLOCK WALL o ao ° I ° �� _ 0 U COLOR: JAMES RIVERT. a IDo 45° d ------ (°II BEND __________===��A I p . . . . .18.:...:..:..:. - - - - - - - ice/%==MMti r�r.� r•' .�11].�� -0::� 24' I'�' � N W SWMA-66"CMP U yFF d STORAGE PIPE o cG-s J a \e\\ T a SWM FACILITY °. 2 ° - p - 5' o I DIRECTIONAL EASEMENT SIGN z Z o R10' DEED BOOK:- ADA SIGN CG-12 i STOP SIGN o PAGE: p J a ------- ' R15' 0 -- --- - _ __—_ - - -_—_- - —_ - -_— - -_—_ _ _-------________________________________________ __ _ Q _ - - - - - - - - - - - _ = T, - - -_-b=-----Rg ------ ------ ---- - CG-2 w w ______ N FEDEX BOX NyS 2' CURB _________ z TRANSITION ------ V LL tlS EXITONLY(THANKYOU"-------------------------------------------- O J X L DIRECTIONAL SIGN — R39' U - o ---------------------------------------------- 8" SS S" SS 8" SS 8" SS 8" SSA 10' BUILDING SETBACK M J 3 a ; L 18'PUBLIC `, I a I SANITARYMH LL ACCESSEASEMENT 24' ^' I TOP=425.4' 1 LL DEED BOOK 515, PAGE 406 �` l V Q 05 rn ;INV. IN =4179' L DB 5151406A D LL CONNECT TO N w 9 0 I INV OUT =4177' L OB 1159/199 m L EXIST. MANHOLE N __—_---_----__—_--__--_—_L— LL D61678/374 ' Q Z N Vl o LL _ O d O 24 SEMINOLE LANE LLLLL — — o 2 PUBLIC LLLLL CROSSWALK CG-2 } am VARIABLE WIDTH R/W LLLLL < E o LLL 2' CURB J c w a PAVEMENT LLLLL TRANSITION — — ° 0 REPLACEMENT D 8 JOINT / CG 2 ( 3 Z / on- _ - - - 1" TYPE K COPPER Z h a _ - _ - -Isn- - -ton- - - ton- - - - -ton- - - - -Inn- - - - F WATERLINE O MIR w o a� _ - - on -Isn- --- - ~ �\ _ -Ion i TEL o £ ~ \ - -Isn- - UG JBOX MARK o s - - ton 3 \\ BENCHMARKSET I, I a - - -Isn- - - - -.Lon- - - - -Isn- - - - - I ' x CHISELED SQUARE IN TOP I I - I I 5' CONCRETE ton- _ I Cd /1 \ BACK CURB -ton- _ _ SIDEWALK Flo �4 V x 0 -� ton----- 2= N� 1 ELEVATION=426.46' ` \1 ton ton- - - - E 6 \ ton----- o II TRAFFIC p ® -ton- - - - -- -NSET T _5 EET -1arr� isn - - L on----- - _ _ - I 1" TYPE K COPPER ton- - T ., `g \ I -ton -ton----- I1 vI \ to ton- - - - - - -isn- -I -WATERLINE 1sn� c -ton- - - - `o �. -ton- - � 06 o I \ ° I g m TO U.S. ROUTE 29 p NEW - - - -isn- �i I SEMINOLE TRAIL \ °� CONNECT TO (HYDRANT x I \ ' \ EXISTING SIDEWALK I I JOB NO. o I VARIABLE WIDTH R/W \ p I & VALVE aI MASTARM \ TRAFFIC I F I SCALE 1"=10' n / 47165 �NEW 6"GV a o, I 1' c 0 020SHEET NO. o EXISTING F�'DRAiJT 1+, WM a o a C4.O ri Tv \ ' a a ;( a o VALVE TO REMAIN 1" 60RPSTOP a F ,E I X---X----x WOODEN PRIVACY FENCE DRAINAGE AREA -x �-x- x---x-- CLEARS PROPERTYLINE BYO.3' TODITCH A ENPRIVA - - - _ _ _ _ - 469 - _-__--_4- NCE - - - - - _ - _- - - --- -468CLEARSPROPERTYLINE BY O - - - - - - - _ - .� - _466- - - - \ - DILAP - --_---_----------_----------- - - •465- _ - --- - - - -- _------_ - - _ - --_ - =- - 6469- _ _ R C/ _ - - \ \ - _ - _ _ - - - _ _ - - - -_ - - - - - _ _ - _ - 464 - - - - I- \ - _ - - _ - 464 4646 _ - \\\ _ \ ENCROACHES ONTO_ _-�����\ \ -------------------------463--__-_--__- _ �465- _ _=� Re�r�ESBAo__�-_-__ .-4646�46„_6.. _--_ - _ - _ _ _ - - - - -462 - - - - - _ _ - - - - - - _ _ _ _ - _ - _ _ _ -S J�CL-PRBPERA .>\ - 454 -4545. 459w--- \SUBJE•6TP`OPEi4_Y2.7_' -- �,,� \'�_,- ------ ----- - - - _ _ ---- 4s1---------------------- ----- --- - �� - 1 a, 5 as _ -__ _ -- \ --__-- _ - --------_-___ -460- - - _ _ ---__ _ _ ---- _ __ -- -- --�__ a545_ =gceF- _____- ----------------45B- 459_------- -__ - - - _ _ _-_ __------_ _ 1���4'g444L449__ - - - - 455 -45s - - - - - - _ _ _ - - - - - - - - - - - ------- �460- - �_ ` .i 4343430 3.94v=o�ss- \- - ------ - ------ ----454----- ---------- - - - - -_ _ _---- - - - - ---J----- --- 4,'>_4�- _ _ _ _ - - - - - - -452 _ - - - - - - - - 0.02-A�'R - - _ _ _- -- - - - - - - - - - - - - - -- - 450-451---_____----045BLQ5 -- ----- - - - - - - - _-- - ----- _?✓-wr w �, w \�- - -- - - - - - -- - ------ --- - - - - -- _ - -- --- -- - - \-------------a46-_aa9__---__ - - - - - _ ---- - - --------- _ - - - -- -_-455- -447-- __ __ _ _ _ _ ___ ___ --_ )} ` -- --- ---- -- \ 44 4¢6------------ ---- ----- - - -- - -- - - - - ---------_---- - ` 11 33 433 -443 -444 - $ - - - - - - _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - MANAGED STEEP SLOPES I __-- - ---- -- _ -----_ `�2---------------------- - - - - -- _-- _- --- __----------- I _ -- _ �� - _ _ _ _ _ _ 450 _ DRAINAGE AREA TO DITCH A = 0.17 AC 440 - _ _ _ -�- _ I ----_ ----- - -------------------- --- --- __ -----_ --- __ _--------------- _ ---- _ _ C=0.30 --__ --rw- ---__---438-_439-__---_-\-\ \-------------------_---__ ------ _ ARE E-W-OF EV€RGBEIEN AND DECIQU9U6_-__----_C=0.30N 342.0 --4g6-437-_ TW _---__ -TW-_----- - _ _ _ _ _ -rw _---- _ ---- _ ----_ I(2)=5.0IN/HR Q(2)=0.30(5.0)(0.17)=0.26CFS -_----�-_ -`� 433_34-435 _ -433.70'-__ -434.99:-- ---_____-__ ass8r _ - _439.z4-_--___ aa1.1a_---441-------- _ - 110 6.61N/HR Q10 0.30(6.6)(0.17)0.34CFS _ _ -- _ �445- ( )_ ( )__ - I � 429.35' 437\ _ V(2) = 2.29 FT/S (ALLOWABLE VELOCITY FT/S) -43583- I-- __---- -__- -_- D(10)=0.22' O BW BW L Bw \ BW g - - - - - - - - - - - - - - - BW 1429.96' 43 \ - 1" 431b9' \ 33.24' 35.14' 440 I 1.94' \ - - - \ GRASS LINED DITCH \ \ TC \ a \ \ W W W n TC TW - - - 43g \ n = 0.035; S = 7.0%Asv/ 3' q29 428.96' �9 O \ W 434.32' 439.49' - d - - \ 120 ` ` - \ 119 \ \ \ 43 - - - 1 434.74' I - I I � TC - - \\ DITCH CALCULATIONS 433.39, 43 12' DRAINAGE L \SEMENT 1 A3' Tc 433.89 7_96 8 - N° Scale DB 1159, PG232 \ i I �T TC ` \ 432.56' 433 BW \ \ ` ROOFDRAIN NOTES: 429.11, \ i 428.72� \ \ DB 2041, PG 309 \ I I �I \ \ 32.30' 433 435.26' \ \ \ 1. PIPES FROM ROOFDRAINS TO HAVE A MINIMUM SLOPE DB 689, PG 447 \\ ; 1 II 42783' LP 117 \ \ 32 \ \ OF 1.0% OR AS SPECIFIED ON PLAN. az7so' g ` 4 430 42 \ \ 115 114 \ - - - I \ \ 2. PIPE FROM ROOFDRAINS TO HAVE A MINIMUM COVER . \ 1 I 1 \ 428 \ TC ` OF 2.0' \ \\ I I I I I I T A? \ 430 TC 431 431.12 TC 3. CONTRACTOR TO VERIFY IF DOWNSPOUT BOOT CAN I \\ 1 I I y�8.16' 16 9 43077' TO BE SUBSTITUTED FOR CLEANOUT. IF NOT, PROVIDE C Nt15' " \ 428 54 .430.59' 430 98 \\ \ \ CLEANOUTS AT ALL LOCATIONS WHERE ROOFDRAINS 42 0' 6 428.36' I \ 5 - \ TURN OR CONNECT TO PIPE OUT OF BUILDING. I `\ 74 0, I I _ k 430.10' ° ` \ , 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING AND UNABLE TD LOCATE INVERT I i h I I I \ TC - \ \ / ° \ PROPOSED STORM INVERTS OUT OF THE BUILDING I I 2' WIDE CURB I l; ? I I \ a� FF=428.35' \ o ° TC \ AND CONFIRM REQUIRED SLOPES, COVER, CROSSING CUT FOR TC \ \ 432.63' TW 436.63' v AND CONNECTION POINTS CAN BE ACHIEVED. / I \ 3� STORMWATER I I 428.09 \ Q \ \ o CONTRACTOR SHALL COORDINATE ANY CONFLICTS OVER FLOW Ili 1 1 I \ ° FFE=428.3 ' \ Yy� \ \ A 433 77• WITH ENGINEER BEFORE BEGINNING CONSTRUCTION. ELEV: 427.85 12 II a o \ I Il IIIII� II q La ' TC \ 112 \azzss' 11 12 \\ Imo\ 430.2' \ \\ 6°PVC \ 428.24' \\ ROOF DRAIN TO \ \ TC\ - - TC \ 428.36' 1 v3 \ 430.52' \ \ - 431.54' \ l Ili I I I M PROPOSED I 10 ` \ TC TC \ I I 1 I STARBUCKS -, _ _ ° ` \ Q� ` \ \ 430.66. \ 431.36' Ili I 1 ' •I ±1,150SF`\ I I FFE=428.35 �� TC TC \ ° 428.�2' \ \ 11 \ \ \ \ \ \\ cL l I II 1 1 I\ 427.06' FFE=428.35\AA > li I I I I\ ' I Q\ \ 1 \ \ N T 1111 I 1 I 1 CENTER OF DRIVE � \ � I I � I \ \^Illi I 1 I I 1 THROUGH WINDOW \ 6" PVC III I III t �90F DRAIN \ III I I I III DOWNSPOUT TO Q� 428 yI I ROOF DRAIN ` \ \ \ /\ TW c Il \4 1 1 I II N� TYP DROP INLET I I; I I I I 427.59' \ 427.73' ` `\ TG, TOP=421.6241. I 27.87' \ - INV. IN =417. V a: i TC \ 43o.zz \ - - 1NV08'F=417,0' 1I I 1 X-10 11 I \ ; \ az7s3' �; 9\ \ T \ 4 2.84' - - - 1 11 II\� A�'a ' \ \\ \\ \\ \\ 43 8' \ --- 1011 428.15' 427.67' I \ \ \ \ \ \ \ \ TC 3 \ I 427.46' 7.6 42Z.75' TC p+a TC271 430.18' 4311EX 427.57' 429.87' \ yes I432.33'36" ACCESS 45.19' �\RISER W \ \ \ 3.OT'� '' ' \ \ 4 , \ 36"ACCESS 10 2 T \ \ \ \ \ i �i'P�G �' RISER \ 42739' 1 47.50' \ \ \ 413.T �i a�Q i i �� TC , \ \ . I 427.45' TC \ \ \ =412.4' i �' \y i TC 26.79' l A21 I 428.23' \ \ \ 1 TW 425.85' \ _ _ -' \ \ \ TC - \ \ �434.63' BW 277 \�- • _ -- T------------------- ---------- ------ -------- ------------------------------ \--- ------------ 1 \ \ 43 _ _ _ _ FEDEX 80.�' � Y S -------------- ------ ------------- - \ I � C - o 4 TC 30 L\F OF 66' CMP \ \N 7. \ \ \ ,1429.75' 1---- \ \ -- _ _ T 4.19' \ 7C STORAGE PIPE y� a \A3 M \ \ BW __-_ \ X WITH WEIR PLATE \ ' \ 433. 7' \ s ss s" ss s" ss s" ss \ \ ---------------------------------------------- i. 18' PUBLIC \ \ a I S/WITARYMH I / ACCESS EAEMENT ¢ i TOP =4254' I / N DEED BOOK 15, PAGE 406 \ N \ \ �INV. IN =4179' / DB 515/406A , \\ I \ \ M / I INV OUT -417. T DB 1159/199 v \ I \ \ v \ I o-------------------- --�--- _ DB16781374 1 � \\ \ \ \ N W . _ \ \ TO \ SEMINOLE LANE \\ c� �- - - 4 .77' \ PUBLIC \ \ VARIABLE WIDTH R/W \ TC m \ TC 427.03' 429.22' 430 TC \ \ s TC \ 429.76' 3 426.68' \ 427.42' 429 z ----\ \ �_. 426.95' TC 1� ¢ 427.55' I 1 1 1 \ \ -19P// --ion--__ //- Dn ---4--ion-- -.Lon- - 1 1 1 \ Q o d� \ 1 - - 1EJn r ' / 00 1 I -1� a \-JOn--- ' I 'TEL \\\ \ - \ \ - - J 0n / - - son- - - / 7 I I UG JBOX / / 1 MARK 11 L7 \ \ \ I \ -lsn- - - 1 o \ BENCHMARK SET \-10n- - - ¢ %' \ I f / 1 � -Ion- - - - -10n� _ \\ \ CHISELED SQUARE IN TOP 1 +I \ / I \ - - I 1 �00 O BACKC�URB \ 1 - \ ion- - �l0%- - - - ion- - / \ \ -10n 11 // l o ; ! ELEVAT ON=426.46' \ !1 1 I C T - -.Lon- - - - - l0n- \ / 1 o\ / TR FICN 10n-----Ion---- J.O---err` l0n�s -1--- / d \` \ �\ / 1-i0n----10n------- / 10n---- melon-- T \ / \ / / / -ion- - - - TO U.S. )ROUTE 29 t.L9 ten- Ni \ SEMINOL\E TRAIL MATCH EXISTING VAR/ABLE &DTH R/W I 1\\' \ \ ELEVATIONS l�4STARM TRAFFIC \ \\ I \\ 1 I \ SCALE 1"=10' DROP INLET \ \ I ^- EX TOO=428.4' I I _42 +/- 427.86' i _ _ ---\� /' / \ \ ' ---- --- IAMI 6"=425.5' \ ` ----�- 0 10' 20' i \ 4 a-----.-----.----o- -�- --- a-.--- o lNV. IM=423.6' o a \ : o a o \ \ 18" RCP INV OUZ=423.5' ��1%uj O �n.. U CRATG W. 7. KOTARSKI Lic. No. 0402048507 on, 8/ 25/ 21 M E O � O N Vi N C > E ° E w 3 ¢ LL (n o w O O 2 � L M ¢ J V m Z W w--� O FA ON 0 0 W R Z F 0- Cn ~ R = x U Lu � ne e O G F Ln S v ry z O p Ucn Q c =u> F c o N j j a v U 00 QU,°kk k�Wia D macn�� W O Z) z = v aQ� O m Oca o= a N w = Lu N \\\r Q 7 \ n 0 ¢ c to 00 a z O DATE In 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE 1 "=10' �• r-F z a c J Lu J n OZ= z Q� a Q W c c W'(D� z Z r 0 n c `o U n/ LL M w J � d 3 (� a LLJ Nw = coCD2; ' Q Z dz nO v, o � E- n/ LL E o a c N m U a0 O c L7 3 Z /1r1 1 1 1 z m O m a os 0 Q � a 3 2 X C 0.0 016 g„ A C .11 d `o E o v c a f0 'a JOB NO. w co 47165 m C V SHEET NO. n o C5. 0 c E F_ I 00000 I I ---I l ---- ---I -�. �� _ _ _ _=_7s= -47Czi-------------- -- T - - - - T _-_-_-_-_ _-- -_- - - - -� _ _ z- z �\ \ PREARE41B _- - - - - - - - - - - - - - - - - - _ - - - - - _ - _ - - i \ - - \� 2 . UNDISTURBED AREA TO SWM A _ - - - -_ - _ f)-� -_- _ - - - - - - - - - - _ - - - - _ - - - _ - - _ - - - _ _ _ __IMPERVIOUS = _ _ _ _ _ - - - _ - - - - - - - - - - - - - - - - - - - - _� -� _ _ AREA = 0.200 AC _ _ _ _}}-- _ _ _ GRASS COVER =0.200_AC ----- - - J - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - \ \ \\ p \i fl@ I I \ \ \ PROPANE TANK - \ \ •y I \\ L \ \` \\\ \ I \ \ \ \\ I F"�®. ` �vl� 43 \ II -i- - - POST AREA IC it INv•I \ -�- - -PRE AREA 1C it - \ I \' \ UNDISTURBED AREA TO API \\ UNDISTURBED AREA TO API II1A I \�� \ ^\\ °'"`" --- I \ \ - AREA =0.214 AC IN Q IMPERVIOUS=0.088 AC a III m AREA = RE AREA IA / b �' \ v \ \AF IMPER OUS 210.88 AC rll !AREA=0.303 AC `� \ `�/ I I' \ �I GRASS COVER=0.126ACGRASS COVER = 0.126 ACJc\ IMPERVIOUS = 0.273ACIS GRASS COVER = 0.030 AC, v v �-,y li I I I '� � \ / �• \1 , ..� \ I I y v v �-J II I I I .._ POSTAREAID \G, I PRE AREA 2A I DISTURBED AREA TO API \ I I I \ AREA =0.282 AC \ \ 1 \ s "=Ea°"� IMPERVIOUS=0.142 AC AREA=0.063 AC IMPERVIOUS =0.063 AC I \ GRASS COVER = 0.025 AC I \ GRASS COVER IS SOILS) = 0.087 AC I GRASS COVER D SOILS 0.053 AC ANALYSIS ' �,Z \ \\ \/ \ .� \\ L ANALYSIS ' POINT 1 % "'�4? Ic\ \ f` f\ �' \3 I�I POINT 1 I c/`+ 8' SS 8' S ,' v� --- --\ (� ! \ I _ _- -- _ _-- 8" SS 8" S 8" SS SS \ - WOO`1 Ur \ \\ 1 \ I ------ \ ? �' r PP=0o 1isu PM \ \ sue_ I \\ - \N \ 1Dn i'� I - -Ilan- - ��I I �y �f i n \ J. �� �� lgn-- / I III (/ \ • _ \ \ \\ \ \\ L \-1 n -\lon 1-- �/I " I % T ll Odd \\ - - \ \ \\ ANALYSIS \\ I " " "� I �\. /\ �\ I \ �t _� 1 I� _ 1 4 \\ ANALYSIS \ \ POINT 2 "ice 1 \ \ N \ c�\ jJ \ \ 1 \ POINT 2 \ -- ' \ 0.3 MILES TO M U.S. ROUTE 29 ^P \ 0.3 M/LES TO \ R/VANNA RIVER PREAREA 2B SFM/NOLE TRAIL ^' \ \ RIVANNA RIVER LANE \ \ UNDISTURBED TO AP y R1WAREA = 0.288 AC \ LEGEND I IMPERVIOUS = 0.062 AC GRASS COVER IS SOILS) = 0.146 AC / SCALE 1 "=30' I GRASS COVER (D SOILS) = 0.080 AC UNDISTURBED AREA PRE -DEVELOPED 0 30' 60' WATER OUALITY ANALYSIS SITE DATA PRE DEVELOPED AREA IMPERVIOUS = 0.42 ACRES MANAGED TURF = 0.17 ACRES PRE DEVELOPMENT LOAD (TP) (LB/YR) = 0.99 POST DEVELOPED AREA IMPERVIOUS = 0.44 ACRES MANAGED TURF = 0.15 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 1.02 MAXIMUM REDUCTION REQUIRED FOR REDEVELOPMENT = 10% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 0.13 0.13 CREDITS TO BE PURCHASED DETENTION PIPE MAINTENANCE TOP OF 66" STORAGE PIPE TOP OF WEIR ELEV. = 423.50 PLATE 422.77 10 YEAR WSE 422.77 3.5" ORIFICE INV. 419.64 STEEL PLA- - --'71YEAR WSE 41964 I TE 1\LL 5.5' ORIFICE ELEV. WITH TRASH RACK 418.00 INV 418.00 SWM A WEIR PLATE SECTION DETAIL Inspection Activities Suggested Schedule • After several storm events or an extreme storm event, inspect for: signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris; clogging of the outlet structures and any pilot channels; excessive erosion; sediment accumulation in the basin and inlct/outict structures: trcc growth on dam or embankment the presence of burrowing animals; standing water where there should be Scnti-annually none; vigor and density of the grass turf on the basin side slopes and floor, differential settlement: cracking. leakage: and slope stability. • Inspect that the outlet structures, pipes, and downstream and pilot channels arc free of debris and arc operational. • Note signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Annually • Check for sediment accumulation in the facility. • Check for proper operation of control gates, valves or other mechanical devices. Maintenance Activities Suggested Schedule • Perform structural repairs to inlet and outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control gates. valves, or other mechanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove urdiment when pond volume has become reduced significantly. As Needed WATER OUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) PRE AREA 1A AREA = 0.303 ACRES 0.273 ACRES (IMPERVIOUS) 0.030 ACRES (GRASS COVER) Tc = 6 MIN Q (CFS) V (AC -FT) 1 YEAR 1.18 0.060 2 YEAR 1.46 10 YEAR 2.29 PRE AREA 1 B AREA = 0.200 ACRES 0.000 ACRES (IMPERVIOUS) 0.200 ACRES (GRASS COVER) Tc = 6 MIN Q (CFS) 1 YEAR 0.10 2 YEAR 0.20 10 YEAR 0.59 PRE AREA 1 C AREA = 0.214 ACRES 0.088 ACRES (IMPERVIOUS) 0.126 ACRES (GRASS COVER) Tc = 6 MIN Q (CFS) 1 YEAR 0.39 2 YEAR 0.56 10 YEAR 1.12 COMBINED FLOW TO ANALYSIS POINT 1 Q (CFS) 1 YEAR 1.65 2 YEAR 2.21 10 YEAR 3.99 (POST -DEVELOPMENT) POST AREA 1A AREA = 0.329 ACRES 0.247 ACRES (IMPERVIOUS) 0.082 ACRES (GRASS COVER) TC=6 MIN Q (CFS) V (AC -FT) 1 YEAR 1.09 0.052 2 YEAR 1.40 10 YEAR 2.32 POST AREA 1 B AREA = 0.231 ACRES 0.000 ACRES (IMPERVIOUS) 0.231 ACRES (GRASS COVER) TC=6 MIN O(CFS) 1 YEAR 0.11 2 YEAR 0.23 10 YEAR 0.68 FLOW THROUGH SWM A DETENTION PIPE 30 LF OF 66" CMP Q (CFS) 1 YEAR 0.94 2 YEAR 1.33 10 YEAR 2.25 POST AREA 1C AREA = 0.214 ACRES 0.088 ACRES (IMPERVIOUS) 0.126 ACRES (GRASS COVER) Tc = 6 MIN Q (CFS) 1 YEAR 0.39 2 YEAR 0.56 10 YEAR 1.12 POST AREA 1 D AREA = 0.088 ACRES 0.063 ACRES (IMPERVIOUS) 0.025 ACRES (GRASS COVER) Tc = 6 MIN Q (CFS) 1 YEAR 0.27 2 YEAR 0.35 10 YEAR 0.60 COMBINED FLOW TO ANALYSIS POINT 1 Q (CFS) 1 YEAR 1.55 2 YEAR 2.18 10 YEAR 3.79 CHANNEL PROTECTION (ENERGY BALANCE): ((�� QDEVELOPED < 0,90*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + QOFFSITE OK 1.55 CFS <_ 0.90"(1.18 CFS'0.060 AC-FT)/(0.052 AC -FT) + 0.49 CFS = 1.71 CFS FLOOD PROTECTION: POST -DEVELOPED Q10:5 PRE -DEVELOPED Q10 OK 3.79 CFS (POST -DEVELOPED Q10) <_ 3.99 CFS (PRE -DEVELOPED Q10) ALL MODELED DRAINAGE AREAS ARE EITHER STEEP VEGETATION OR IMPERVIOUS AREAS. A MINIMUM TC OF 6 MINUTES WAS ASSUMED FOR BOTH PRE AND POST DEVELOPED DRAINAGE AREAS. \ or POSTAREA 1B '. UNDISTURBED AREA TO AP1-:-' VIA SWM A AREA = 0.231 AC IMPERVIOUS = 0.000 AC GRASS COVER = 0.231 AC 1,1 POST AREA IA N DISTURBED REA TO RIVIA SWMAAREA=0.329 ACIMPERVIOUS=0.247 ACGRASS COVER=0.082 AC _. •- /L ='e. i:: .�..............a. .....:ate.. POST AREA 2A nw - \ DISTURBED AREA TO AP2 ": AREA=0.167AC \1 IMPERVIOUS=0.120 AC �� \ \ GRASS COVER (B SOILS) = 0.020 AC \ 1_ \ GRASS COVER (D SOILS) = 0.027 AC - --Ilon- I 1 _ lon- --\-lon n 1 (I) \ \\ _ T ' I 4\ - A4 POSTAREA 28 \ UNDISTURBED TO AP \ AREA = 0.257 AC \ IMPERVIOUS = 0.063 AC GRASS COVER (B SOILS) = 0.114 AC / GRASS COVER (D SOILS) = 0.080 AC POST -DEVELOPED WATER OUANTITY ANALYSIS POINT 2 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) PRE AREA 2A AREA = 0.282 ACRES 0.142 ACRES (IMPERVIOUS) 0.087 ACRES (GRASS COVER, B SOILS) 0.053 ACRES (GRASS COVER, D SOILS) TC=6 MIN Q (CFS) V (AC -FT) 1 YEAR 0.73 0.034 2 YEAR 0.98 10 YEAR 1.76 PRE AREA 2B UNDISTURBED AREA = 0.288 ACRES 0.062 ACRES (IMPERVIOUS) 0.146 ACRES (GRASS COVER, B SOILS) 0.080 ACRES (GRASS COVER, D SOILS) TC=6 MIN y �=- ------- -- - - -- - - -- - ------- ---------- I I \ I \ \ AREAS GOING TO SHEET FLOW WITH NO CHANGE IN COVER OR GRADING ' T�I ` Ir \ I l LEGEND UNDISTURBED AREA AREA TO SWM A POST-DEVELOPMEN POST AREA 2A AREA = 0.167 ACRES 0.120 ACRES (IMPERVIOUS) 0.020 ACRES (GRASS COVER, B SOILS) 0.027 ACRES (GRASS COVER, D SOILS) To= 6 MIN Q (CFS) V (AC -FT) 1 YEAR 0.61 0.03 2 YEAR 0.77 10 YEAR 1.23 POST AREA 2B UNDISTURBED AREA = 0.257 ACRES 0.063 ACRES (IMPERVIOUS) 0.114 ACRES (GRASS COVER, B SOILS) 0.080 ACRES (GRASS COVER, D SOILS) Te = 6 MIN O(CFS) Q (CFS) 1 YEAR 0.46 1 YEAR 0.46 2 YEAR 0.68 2 YEAR 0.67 10 YEAR 1.41 10 YEAR 1.34 COMBINED TO ANALYSIS POINT 2 COMBINED TO ANALYSIS POINT 2 Q (CFS) Q (CFS) 1 YEAR 1.07 1 YEAR 1.19 2 YEAR 1.44 2 YEAR 1.67 10 YEAR 2.57 10 YEAR 3.18 CHANNEL PROTECTION (ENERGY BALANCE): //�� "DEVELOPED < 0.90"(QPRE-DEVELOPED*RVPRE-DEVELOPED)IRVDEVELOPED + Q'OFFSITE OK 1.07 CFS:5 0.90'(0.73 CFS`0.034 AC-FT)/(0.030 AC -FT) + 0.46 CFS = 1.20 CFS FLOOD PROTECTION: POST -DEVELOPED Q10:5 PRE -DEVELOPED Q10 OK 2.57 CFS (POST -DEVELOPED Q10) :5 3.18 CFS (PRE -DEVELOPED Q10) p lj�ALTH O U CRATG W. 7. KOTARSKI Lic. No. 0402048507 IA,. 8129121 M E 0 � o N Vi N C E w ° E LU (i o 3 0 w - w 0m K LU t Q J V m d J -vj O i O N th (D LU N R QI M 3: O 0 ) X �iULL QW v ti = N = U > F c �^ 0� N � M 00 a � � H vi 0 cD 0 O tY H 0 > w U z 0 m 0 O DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. 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No. 0402048507 IG'P,, 8129121 M E O � O N Vi N C i E v w �r;w3 ¢LL 3 (� 0 U. o O 2 � L M Q j V 0 Z W w -� O d�o� iL Z F i Lu ~ R 3:0� U Lu it N LL C1 G F Ln S v ry z O O U� Q c xU >� F Ln c o N j j ~mac` o k O O j j W = v) Q� O mOca i o= ct nU) S H � cz, f > W f a c a Z 0 DATE (n 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE 1 "=10' FT z a ui c J J a O z` �QQ' 0 c LL > LW�// Z Q r 0 O Lu �r�V C U o Mw (� J Q 3 r/ NaZ� � a N w Qo CO o cq Q Q `z a0 o 2 W c� E a z �N m U O C D O 3 Z z„ O 0 os Q � 3 a >` X C m o g„ A C d `o E 06 v c MUM a JOB NO. w co m 47165 C V SHEET NO. n o C6.1 0 E �_