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HomeMy WebLinkAboutWPO202100003 Plan - VSMP 2021-06-15STARBUCKS - 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 WP02O21O0003 ALBEMARLE COUNTY, VIRGINIA LOCHRIDGE 11LLS 3/22/2021 DoubleTree by Hilton Q Hotel Charlottesville Sam's Club Q QUrr Honda PO/O Grounds Rd Primary F Walmart Supercenter Q SITE LOCATION 659 10 Jim Price Chevrolet Monticello United Soccer Club Riya n na Rriler ' / CARRSBROOK Charlottesville BowQlero Charlottesville , �a Albemarle SPCA 9 � c` c��uCC51C�Ra so Sao o WOODBROOK owes CROSSINGS CONDOS 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 UNT51q: ATC14911 rirlNAIM 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. U osn,od`O ©Skrimp Shack OrderpoorDash a grookn'.e" QT gboog[e VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER: COMMERCIAL RENTALS LLC 1024 CARRINGTON PL. STE 100 CHARLOTTESVILLE, 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 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS 1 CIA NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 STARBUCKS DETAILS & PROFFERS CIA 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 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. i U CRAIG W. J. KOTARSKI Lic. No. 0402048507 ;16,, 6/ 15/ 21 A Ui 0 0 cD 0 0 0 w w U Q z 0 0 r A- w O � a OU Ce ti O w W 0 o2i a z0 O U ra c = Q O � W � w O Qt�U w� kQ� 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 0 z 0 H� N _ 5 N a Q c LU ' I u � z r p U Lu > o M W � O 0 t fV Q U 3 = NW m o Q a o E U 0 U) 0 z z LL JOB NO. 47165 SHEET NO. CO.0 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 3:1 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). U CRAIG W. 7. KOTARSKI Y Lie. No. 0402048507 ��'n, 6/ 15/ 21 A M E 0 � o N Vi N C > E w ° E LU a U- 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 =,;,. U) _ N = U > F ¢ . C o N Oi � M o w vi D 0 0 0 cc 0 w w_ U Z O 0 0 H F 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 LJ a 1�1 Q o Mw N Q C/) 2:a Nwwo co � o X 0 i Q p °Z n0 Z o2 A �-6 v) m- E o a �N U 0 D 0 3 Z 0 m K1 0 � LJJ � a 0 o QM a m 3 X C 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 ©KNOX3 {nox-Box® 3200 Series o o I SMN9 AM ReVO Sln 1915 HINGED DOOR MO['"" HALF PLAN VIEW MH-1 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID .` Recessed Mount High Security IndustriaVGovernment Key Box (NEENAH R-1975 OR EQUIVALENT) 10" TYPE 21-B AGGREGATE SUBBASE COURSE with Face Flange - o 0 0 o 3" CONCRETE COLLAR Front lFiew 2'-0• CRUSHED STONE BEDDINGU Lime. No. 0402048507i� sartaDa Mount �E 5 1 6" DI CLEANOUT COMPACTED SUBGRADE 611 5/ 22115 Heavyl/6'Thick stainless SEE STANDMAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. , -- O s ONAL "" O stainless Steel steal B B a lock cover _ 4 Door Hinge STANDARD MI NOTE' i - I PLUG AT END OF LINE " THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER -) - DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS Hole Troy © ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR - - tampersesl o- m BRICK AS DIRECTED BY THE ENGINEER. 1/2" solid plate , 2'-0" . A o 0 steel door a �� �• CLEANOUT DETAIL LIGHT DUTY ASPHALT PAVEMENT SECTION N N The number one high -security KNOX-BOX® is used for most with gasket L 1/4" Solid steel housing B wE S. ww " FLAT SLAP TOP AS DETAILED 4'TO" No Scale ¢ 100%welded n No Scale E b O �`+ ON STANDARD OR TA MAY BY commercial applications including businesses, schools, 3200 Surface Mount T SUBSTITUTED FOR TAPERED E SECTION WHEN APPROVED BY y, governmentand public buildings, community associations and •.i THE ENGINEER. 1.5" ASPHALTIC CONCRETE SURFACE _ sT'D. ST-1 ,': HALF SECTION A -A I- w as 3 apartment complexes. The 3200Series KNOX-BOXholds keys, r (WITH FRAME AND CORK REMOVED) COURSE - SM-9.5A < w ; v." SIGNAGE NOTES: ¢ � � � access cards and other small items necessary for emergency Front View side view A■ �A BRICK CONCRETE 2.5" INTERMEDIATE BASE COURSE - BM25.OA 0 U. I- wo access. a' WIDE 3" DEEPS a N 1_ 4 o NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST ¢ W v p z The hinged -door 3200 Series KNOX-BOX is more convenient w G" - 8• BEVEL 45• 1. QUANTITIES SHOWN ME FOR MANHOLE CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: w - M O i G. WITHOUT PIPES. THE AMOUNT DISPLACED 8" TYPE 21-B AGGREGATE SUBBASE COURSE > o ° O 114' easel cage, p> BY PIPES MUST BE DEDUCTED TO A MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ' d o N H than the hft-off door version because d allows single-handed operation and opened or closed, it's all one unit. 100%welded o a m I T-O„ Features and Benefits • Holds up to 10 keys and access cards in interior T' - HIGH © 0 " w /' °" °ONCE TINGFoo -- -- compartment > ":::•; :•; :•;,:• ; •; :• .:•; •' • Ensures high security. Box and lock are ULe Listed • Includes aKnox-Coate proprietary finishing process that protects Knox products up to four times better Flange (roGB6 Model only) DIAMETER ) �4'-8't (2 x WALL THICKNESS SECTION B-B BRICK CONCRETE OR 7"xT'1lanee (rawaK004 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 CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.755 1.961 7 1.0 0.785 2.223 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 0.970 3.817 13 2.5 0.970 4.179 14 21 0.970 4.541 15 3.1 0.970 4.903 18 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 0.582 OBTAIN TRUE HIC QUANTHICKNESS 9B. 2. A BASE THICKNESS OF 9" WAS USED N 24„ THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. cD W w r�•1 H y a h COMPUTING CONCRETE QUANTITIES. 3 INCREMENTS TO BE ADDEDEACH C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. .Z-, Ofort LL W FOOT OF DEPTH. D. THE 2000 INTERNATIONAL FIRE CODE. \\/\\\\/\\/\\\/\\\/\\\\/\\ (u Q G 4. MATRIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. C = N N Z U d 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID COMPACTED SUBGRADE Nam-, > = O 5. IF BLOCKS ME USED THE MINIMUM THICKNESS OF SAME B TO BE 5". CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY ¢ ORM TO WWALLNTHCKNESS SHOWKNESSES AM N FORS WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 0 ry > Z m 1r CONCRETE. B.ALL CONCRETE TO BE CLASS A3. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS M a w ] O 7. WHEN SPECIFIED ON PLANS THE 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE 00 _J �' Z INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST CD W H W THE COST OF FURMSHNG AND PLACING ALL MATERIALS INCDENTAL TO THE GALVANIZED BY THE CONTRACTOR. -I d 0 U TRUCTIURED IN THE eo PR 'FOR TIE BE K HEAVY DUTY ASPHALT PAVEMENT SECTION �; a 3200 Recessed 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 12 5 10 15 6 14 5 LADING 48.1MA. DIAGONAL PLACEMENT SLOPE�NG48.1MAx. NG.e,MAx. CONCRETE SIDEWALK PAVEMENT SECTION J cum CONCRETE BUMPER BLOCK CONCRETE BUMPER n CURB ANCHOR WITH 5/8" REBAR BLOCK AS NOTED No Scale 10 a T CROSSWALK RQH CROSSWALK �(a•( 7 D a R MA, pp IMBEDDED 24" IN GROUND ON C4.0 L 4 CONCRETE CURB II CURB 6' R- �4 1� O OR 3 HANDICAP SIGN WITH BUFFER STRIP 0 LOCATION (VAN) REFER TO VDOT STD STP-1 DETAIL ' 'v"! CONTROL JOINT SPACED CV ce WITHOUT BUFFER STRIA' FOR MOUNTING REQUIREMENTS' p AT WIDTH OF WALK (MAXIMUM) Q J o XV00T SPECIFICATION 2' 4 y f+ti 1 , , > @ CG-12 DETECTABLE WARNING SURFACE REFERENCE 7 EXPANSION JOINT AT MAX W s ROAD AND BRIDGE STANDARD 1 } i. SHE ET2O3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 FACE OF T FACE OF OF 30', WITH PREMOLDED , ^ Q a T7 °]nit VIRGINIA DEPARTMENT OF TRANSPORTATION Sot CURB o CURB - EXPANSION FILLER �J) z 11�I CG-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING' 12 �0 Mi 18' 18' CONC. WALK O Lij O HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) ET)/ ' GENERAL NOTES: DETTEECTAB E WARNING SURFACE HEN REQUIRED (CG-2 R(AREA IN SQUARE CG-3 IN LINEAR YARDS) PAINTED 4" o 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPMATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. PER 4„ PAINTED J 06 0 2. DETECTABLE WANING SHALL BE FROM THE MATERIALS APPROVED LIST FOR y�% DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12'1 MAX VDOT STRIPE - - w 4 '. • a' 4•, ] .•. 3 THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48'1 MAX 4C-.'%' X4'.'..: -:.-- 4 •'. .4�:.! f-:' Z -•• •. c SPECIAL DESIGN SEWARNING SURFACE MON FOR D SHALL BE SUBMITTED TO THE STANDARDS MD SPEC. (TYPICAL) '�'•': •" :;4 ':^A:;,...' •' "• " 1 <:y.'..el�• • °..3 c / Ttj� 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 9' 9' )�� '.•4' - f - - • • • N U.J w O 0 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. v CL 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO ACCESSIBLE SIGN AND POST DETAIL ' Q 2 cg ADJOINING JOINING FLARED SIDES CAN BE CAST IN PLACE PLACEMENT OF 101 MAX (1)PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS LASS A-4. O Z 5. REQUIRED BANS ME TO BE N0.3 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 HANDICAP SPACES REGULAR SPACE \/\/\/\/\/\/\/\/\/\/\/\/\ \/\/\/\ Z o CONCRETE COVER 1/,". - 6. CURB / CURB MD GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS p�O�p1A� 4" 21-B STONE ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5. ON TYPICAL PARKING SPACE DETAILS RESERVED FESU*D ]. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE ALMS OR AS DIRECTED 121 MAX COMPACTED SUBGRADE E BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER ,2;, MAX CONCRETE SIDEWALK JOINT DETAIL m rn _� PARKING PARKING AN ACCESSIBLE ROUTE WITHIN THE RIGHT ER WAY AL A HIGHWAY FACILITY No Scale D. O CROSSES IS CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. No Scale OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN SHOULD NOT 0 O AS SHOWN ON PLANS OR AS DIRECTED S, THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE CL N HYDRANTS, TED, INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL EXISTING PAVEMENT PROPOSED PAVEMENT In c ACCESSIBLEELEMENTSOFIRA AND FACILITY THAT RESISTANTPATH AAPPROACHED.ING ALL ENTERED , . v v l " vSyr l F N 3 AND USED BY PEDESTRIANS. X ' , ZIL E m B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12'1 MA% O 0 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND �� a- SAWCUT THROUGH (L MATCH EX. CROSS <_ THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX ; a J N PERPENDICULAR TO THE CURB. 5." xx * U EX. SURFACE lil SLOPE UNLESS OTHERWISE �LTY MKTY 2' FROM EP ~ s 9. TYPICAL CONCRETE SIDEWALK IS d" THICK. WHEN THE ENTRANCE RADIICANNOT ,�. COURSE X SPECIFIED ON PLANS 0-�RE $W-�RE >>>0>T....« TRAFFIC. REFER ACCOMMODATE THE TURNING TO STANDARD CCGI3MCOMMERCIAL ENTRANCE ENTS OF ANTICIPATED HEAVY (HEAVYTRUCK 4, MIN LU W 64M TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT E ,2" HIGHER THAN w &REMOVE TOWAWAYZO)E TOWAWAYZOPE EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT XW. ,SNAE 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 IN 4'x HECLANDINGCROSS AREA SHALL BE PROVIDED TO MANEUVER A THIS 4'HAR PARALLEL & PERPENDICULAR I 2 vNi INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' 2" + COURSE 6' ABOVE A A 6' ABOVE 5" O ENDING AREA MAY INCLUDE THE GUTTER PAN. - x C TRUNCATED DOME 0 N O 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C FINISHED FINISHED D'E-A 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 I1 THE BACK OF CURB. "- o 0 o O 0 o 0 0 0 0 O _ PAVEMENT ANCHOR WITH 5/e' REBAR o 0 0 0 O 0 0 O o SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR IMBEDDED 24" IN GROUND; LANDING RAMP + O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �o d e 0 0 0 0 0 0 0 0 0 00 0 0 0 o J PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING 2 PER WHEEL STOP E o 0 0 0 o O 0 0 0 0 0 0 0 0 0 MILL EX. 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) 0 50%-65% 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 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 FULLPAWIDL M105 RAMP FLOOR _I EDGE OF PAVEMENT AGGR. BASE \/�\\/���/�/\/��\/\ o a SEE NOTE 12. BASE DIANETER I- ]DB NO. an O DETECTABLE WARNING TRUNCATED DOME VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN Un 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 O %,VD0-r 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. aoC SHEET I2F 5 REVISION DATE (GENERAL NOTES) 105 N N C1.1 203.05 07/15 VIRGINIA DEPARTMENT of TRANSPORTATION 502 No Scale No Scale No Scale F ,E 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. 18' MIN WIDTH GUIDEUNE 1201DI APPROX DRAIN AREA=39.75 SO IN APPROX WEIGHT=15 LEIS 1299CGC APPROX WEIGHT WITH FRAME =3B.9D LBS PA7E HINGED COVER FOR EASY ACCESS MINIMUM PIPE BURIALMANUFACTURERDEPTH PER PIPEd B'MIN THICKNESS GUIDELINE o 3 1.81 VARIABL INCO HEIGHTS RECOMMENDATION 3AVAILABLE(ACCORDF) TO .IOPLANSRAKE OFF) R DI SAME AS MN SUMP) O. t �1 � WNT - (CORRUGATEDHOEDHOPESHOESHO WN) 4'MINONB'&36 6"MIN ON 30'8%' THE BE RUSHED STONEEQUIREMENTS OR OTHER LMERIAL TYPES OF OUTLE121HIMERS AVAIL ABLE: (d)7FOR GRANULARMEETING THE 51, THE MEETINGTHEDEQNEDIN IAOR CORRUGATED HOPE (ADS N O dADSMAOCOR STS D2321. CLASS CLASS III CLASS II, OR CLASS III MATERULA30EFINED IN ASlAl02321. SINGLE WA PVC SORIL 5), ADShWNCORSINGLE WALL),N-12 HP,PW; SEWER(IX: $OR%), BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PVC DWV(EX SCH 40), PVC CSIXI 5,CORRUGATED&RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PLACED It COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. GRANULAR MATERIAL MEETING THE REOU IREMENTS OF CLASS I, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. GRANULAR MATERIAL MEETING THE (REQUIREMENTS OF CLASS I, BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. 1 - GRATESSOUD COVER SHALL BE DUCTILE IRON PERASTM AIDS GRADE 70M 05. THIS PRINT IN DRAWXBY LJA NATERNL VEROXAAVE W IRA THE E%CEPTION OF THE BRONZE GRATE. THI9PRINT HASPSPRIETAECTMATS THEHICH IETARV RI .THE RE EIPT DHTS C BUF Bkka 2 - FlLAIESSHALL Bf OUCRLf IRON PFR ASTMASN GPPOE70400& OPLA$ NYL TH/S PROPRIETARY RIGHTS THE RECEIPT HAS THE I N OF FRINi E N T NFER ORPOESESSION OF THIS ORPOSSE330 0 S DOS 0 CO WTE S]099 PNH 7ID 9%�2H] In .3 say ( 1 RNRDETAILS. 3- DRAIXBASINNEEED OF MINT NOT F OR IS PRI DDES 0 LON ER. E OF DESIGN R TRM'SFER, ORLICENSEUSE 0 SG 0 �T + FAIL(no) i1D 9]2-2A% j\ylo asl ( 1 NSERSMENFEOFD FOR RaSINSOVERM•OUETOSXPRNGI✓EfiRICTKM3. FOR INUFA RW DUE TO SHIPPING TRANSFER, LICENSE DESIGN OR NS TECHNICAL INFORMATION SHOWN HEREIN pfW9F0 BY XMX PR0.IELT NOMAME wmv.nyloplaaNu.Pan $EEDRAWIHGNO.N01-11DW5 TECHNICAL INFORMATION SHOWN HEREIN ICA INFORMATION HOW HEREIN REPRODUCTION OF THIS PRINTORANV INFORMATION n1LL A ORUNAGECONNCCIICN SNBJOINi11pITN65S$HKLCCNFdiM1C1 REPRODUCTION CT THIS PRINT OR MY INFORMATION HEREIN. ORMANUFACTUREDISTUREOFANY pA7p 0}11-0g DRAI ASTM O%12 FORCORRUGAIED HOPE 8µ1MMNCGRDUAL WALL, 1 ERE IN, FACTURE OF MY OM,FORTHEDIFIDW EIDO1HER3 TRASx&IVW MN NMITRAFFIL IX&TAWIMN µ12HP,&PVC$e k HEREFRORJ, FORTHEDISCLOSURETOOTHER$ ISFORB IDEN,E Ia ONANANGO°TG]%•.TOOEIEFMINE MINIMUM S AM]PTERTWEN ISMO BY SPECIFIC WADTEN ISFORBM RWISSION OM NYLOV3PECIFIGWRITTEN PERMI9610N FROM NYLOPUST. nwaur DWG SIg A SCALE 1:15 SXfEi 10F1 DWG NO. 7%tatwll REV F M'GIE BETWEEN ADATER99EEORAMNG N0.7181-110012 ADEAP715M FROM PERMISSIOY FROM NWOPIAST. cv,aawrvy GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 6 aBEDDING za" IN an INITIAL BACKFILL aza' wa MIN MIN. MIN. MIN. ,., " 2' #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' INITIAL BACKFILL]Z#68 UNSTABLE s" s" SOIL MIN. MIN. STONE -GRANULAR FILL AS4 �APPROVED BY ACSA 5T I CIC, -STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" 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 45' rla) 4 TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL COROITIONS, TRAFFIC LCADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 70D1-110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE BASED DEPTH ACCORDING TO PLANS (Be(8• MIN. BASED ON MANUFACTURING Rl d" MIN GRATE OPTIONS 1LOAD RATING PART# DRAWINGa PEOESTRNN MEET$ R10 1288CGP 70014102% GTAN0AR0 MEETS HA 1199CG5 1W1415M SOLID COVER MEETS Hed 1299CGC 703141020¢ PECE5TRIAN BRDI� Wa 1293CGPB 1.1-11.! DOME Wa 1299wo 7.1-n.' DROP re DRATE ualpt OUNIA 7001410021 014.95 I 115 ]7-� 871.& DIMENSIONS ARE FOR REFERENCE ONLY Y ACTUAL ARE IN DMENSONSATRE N INCHES INCHES DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY BC MAIDGL B WRDM,AAW: BUFGm, GANxB MATTER x THIS PRINT MA C NYLORA4THP3 PROPRETARY RIGHTS. THERECEIPT DRAWXBY aWa MATERIAL SURGE RoxaavE Bufat0, Ga 3pst9 ON NM(N)s] m ' Fa% 9]2-21M N-�TJ,o asi 016 - laatueuom '""W'n� GRATE HAS LIGHT DUTY' RATING ITY: MATERIAL HALL NFORMT A535 GRADE? p UAL SS CO OASTM 056D5 PRIM: CASTINGS ARE FURNISHED WITHABLACK PRIM OR PoSSEESION OF THIS PRINT DOES NOT CONFER, HE DESIGN TRaN3F ORUCEN9ETHE USEOFT aG OR ER TECHNICAL INFORMATION SHORN HERE( N DATE 3500 PAIN(i7019322N3 , Fa% 770 9322A90 1 1 N�1to ast ✓ w"a.n to HMua.epm DIMENSIONS ARE IN INCHES RATE MEE H• L RATING G TS 20 LOAD G pUALITY: MATERIALS SHALL CONFORM TO /STM /536 GRADE 70.=Q05 MX PROJECT XOAMME ./ REVWED BY EBC PROJECT NO.MAME y p TIME MEETS OFAMERICATDISABILITY REPTROOUOIKxEIN OF OR PNUFACTUYINFORMATION CONTARIED m1E GJDEVICE ARE WITH A PAINT +'16 i3N DEAN BASINGwKSPELN&TALLAiDN DETAIL ACTSIZE SOPENING DERALREQUIREMENTS ACT AS STATED N FEDERAL REGISTER PART, DEPARTMENT OF JUSTICE,%CFR PART%. ARTICLEHEReROM,FOt THEOISGLOSURE MJ OIHERs SPECIFIC WAITTI®. DATE NN+ 121X OROPN REQUESTBLACK MBILE UHD LOCKING DEVICE AVAILABLE UPON REQUEST SEE OUWING NO. LOCK( 7w1-116033 A SCALE 110 SHEET 1OF1 DWGm 7x1.1101N REV E PWFCf✓PICOFN,EKCF3TBr EPJANSION FRCMNYLCNASi. DWGSME A SCALE 16 SHEET IOF1 UWGN0. 7%1,110021 REV D WIN SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEE CU.YD. Cti BEND L H I T L I H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 700 2.25 160 0.15 200 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 150 0.10 90 3.68 3.16 3.21 0.48 45 186 2.66 2.77 0.26 8" 221/2 1.66 2.18 169 0.13 3.16 2.91 2.66 0.32 11 1/4 1.68 2.18 167 0.13 90 4.33 3.83 to* dt 12" 45 3.33 3.58 T3 3 3.83 4.00221/2 2.33 2.58 4 11 1/4 1.83 2.33 8 1. THRUST BLOCKS ARE REQUIRED 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 At SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 X 1 CAPPED ENDS PAINTED BLUE IN REMOTE DIRECTED. MARKER LOCATION TO HIGHWAY DEPARTMENT & FINISHED GRADE 71 ADJUSTABLE TRAFFIC RATED -_.-VALVE :I l M.J. GATE VALVE WATERYA2'x 2500 P.S.I.CONCRETE G AREA. THRUST BLOCK d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE Ahmo&Ccu 11y Hydrant Flow Date of Report Vi SerceAuth�rity 3/18/2021 Ser°i'g""pya`Y'ng <:�� Test Report I rA spdnav Ruaa clalWNeAMe. VA 219f1 (a}f, 171 Location SEMINOLE TRAIL Pressure Zone URBANRING ?Rate and Time of Test 3/18/202111:02:OOAM - e 9 .BiTguters of Flow 1 Pipe Sae (Inches) 12 _ 3., Pressure Hydrant `r � 11787 a `"-'.� r,x a is _- Static Pressure (psi) - 105.5 Residual Pressure (psi) 87.2 _ „LI ICI Q20 Looped LI Q20 Multiple Inline Hydrants Q20 Single Flow El Sprinkler Test Single Flow E Flow Hydrant #1 11137 Pitot Pressure #1 (psi) 47.45 Yellow 1 O Test Flow 1 1161 Flow Hydrant #2 10504 Pitot Pressure #2 (psi) 63.06 Yellow 2 © Test Flow 2 1323 - Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 0 Total Estimated Flow (gpm) 2484 AW WA Q20 Calculation (gpm) 5710 (No value in Q20 indicates insufficient pressure drop for Q20 OR a sole sprinkler test) Comments Hydrants opened all the way. For met had of Pakistan, pAmfllowvi Lh is red Pollard allsee eq. 13, Walsh and Lutes article 1990 Journal Management and Grant 'A'AW WA For yellow Pollard themes, a best A third order Polynomial equal on of the Pollard flow vs, prior pressure gauge is used. 'O'timated Consumption (gal) 2484 bruse for water audit /''� /►�� I/1� /,{'/ LLAMA. ft'ila.,ture of Tester: /o!. 1 ✓tA'(/Wst NTS FIG. W-5 TO-9 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 Ba. SA Hydrant aService, Ownership m^r 289 • Notln Servlce,ACSAR �/ V��� 29 // / n I�.. _;•.. Not In Service, Private ACSA wager Service 2315� S �L1 ,) >" ACSA Fire Line 0rO 2295 2297 CRAWater Main Flow Hydrant I 22gg '- ACSA p 960 \ ACSA p°p / 11137 22si. \ Prm Water 29 � WSA Wa%r Main 3511 \ tlhty Type 12135 ,o-PptaDk water 436 Raw Water - /1 960 � , rY QJ7 hi �I, - �.... �� 404 b00 � 4gIN 3509 `�� r t Test Hydrant o-% o `10 - 3sD7 isiD ut; Flow Hydrant ho o� 3504 3500 0 2231!9 3415 _ i �AArB /bb � 4Ba-. 432 Y.v� 100 N o- r� ob 468 -3413 '200 P�6 � � � b q 2150 � -2165, b 4411 - 3410 �T 0.ti 2B_ OSCIAIMER Ufrti Wtlur IW II d II pp n dnlea N' pye- was salro 9 ril V Y 1 d r rence lP is real rr, plhe Al ml' l a n e r a Thant p r ee, Albemorle GvI PI n9 iW�nne Ibou puNoa . Thera, h an they P ION' EI [s le ber taut Pro 'R3 aIWo Ystem al' 9a may have pu immature smear the W E O INVn glydan AM agile 're0p of M,, pnY b Or yeeauon 0 Prevail p nn,propent, lines orboundayes is far general rearromor only andshan notba Proaderthe R Service ,, Aut 6rity Contact ACSA, ae gn,mWiaCNi aWN Mlmp ,dal (pry, eaJ fbnooa pl eere ,N4pn. directly for Pe a udl 6 0 125 250 375 500 a II gege rybC RII0Vrq Plan mndp Data PropedyotCounry orAlcemane Feet ACSASIaA MM/DWig•. DROYY F 13.% 13.38 ARY RIGHTS. THERECEIT WNTDOES NOT RATE }1NM DUCOMRON DESIGNO IEUSE THERE( DESIGN OR HE 3HOWUNTO pEVISm BY EBC PROJECT NOAIAME ANYIIN RMFACTUR OFDRNATIOJ iNUHE DECURE RIETOFANY THE DIFICMI RETOOMIER$ DATE }161p SPECIFICMITTEN DING SMf A SCAM 1:1 SHEET fOFt AST. emiPxnaXAsr uplitmi. "xwnyloplW M.. 12xBOLDCWFAA&SEMBLY W-110m REY C a.. .. A' 44" MIN. 6" MIN. I"~17.5" 6" MIN. 4 a q. .Bor _I f� Me d � a 18 MIN. -17.5"� TII 37' MIN. WINGNUT LOCKING ASSEMBLY 12" MIN. al- 1 1® al BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 11 METER) NITS FIG. W-7B TD-15 24' EMBEDMENT 8"MIN SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL 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 NITS FIG. S-3 TD-34 -`t�+17}aAEl ®F V� ( �4 U CRAIG W. J. KOTARSKI . p Lie. No. 0402048507 z'n, 6/ 15/ 21 ��t m E CD O OY u N Vi N C >E E W Lu 3 ¢UM � (O U. Oud O 2 � L M Q j V m Z W w _j -� M'o d an ON O L:J W Z F i d U1 ~ R OU)< U w W �t well d C U 'voi O O = > to C an EN > Z� O Q n� a� U� try~ d0 QWJai U CI ~ LU O Z) d W ~ _ V) Rl 0 cccc x H ry0 0 > w W F 0 U O Ln ti E Q V Z 0 DATE Rn 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE N/A r-F alwll; z a c J W J 0 a Oc Or z a Hell 0 N M '!� N L) Q vJ O C W' J s z�� N Ewa Teel O Q M w J �x W 0 3 Navy c (� < a r/ Nww0o m o ' Q O Z 00 o Ua 2 v, N'6 E o a c rn U D_ O C D O 3 Z m Z O d 0 o Q3 a m by � n C XBy 0 L J m h % C 11 atl1. c Eo � M O v c a f0 'a JOB NO. ran co N 47165 % �- 3 e c .- % I, byC V SHEET N0. n o C1.2 0 E F Y -T (685mm1 12'-3' (685mm) 2" # o �IA fo VgMAT H TH CLEAR ^ ® _ E v MLXff ®l STAIN nDrTINT04'X4' UVARM ENTERED W c E I b BETWEEN 6'(150mm) v 'v^` .f�j\e✓'y,� BOARDS SQUAREI E Q r: Original Proffers _Yes_ Proffer 3. Architectural Design. Any new buildings constructed on the property must be designed reA rFJas U CRAIGW.7. KOTARSKI Lie. No. 0402048507 Amendment such that the wall facing Route 29 will serve as the primary building facade, or the wall facing Route » E E iP b 1-(25MM)GAP, E Zdj 29 must incorporate transparent windows and doors at a minimum, and may also incorporate pilasters, TYPICAL m € P 611V 21 PROFFER STATEMENT recessed or projecting bays, or similar architectural elements and will not be a single, undifferentiated n s n Revised January 3, 2020 plane. s �M L a OPTIONAL. % o'(szsmml - O r ONAL O f TUBE STEEL POST WITH DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC ZMA No. 2019-0001 1 Proffer 4. Managed Slopes: The managed slopes and existing landscape buffer will not be TOP CLOSED, TYPICAL disturbed within the 20 ft. parking setback from the rear property line and all grading and retaining ARROW - SINGLE ARROW - DOUBLE ARROW - EXIT 'Pax Map and Parcel Numbcr(s): 045B1-05-OA-01 100 wall construction will adhere to the requirements in Section 18-30.7.5.. 0 0 NOTE: ALL WAYFINDING GRAPHICS TO BE PAINTED N N NOTE: SCREEN WOOD TO MATCH BUILDING'S CONCRETE' ¢ Owner(s) of Record: Commercial Rentals, LLC EXTERIOR DECORATIVE WOOD FEATURE BY FOOTING z E The undersigned certifies that it is the only owner of the Property. These proffers shall run with the AMERICAN ARCHITECTURAL MILLWORK. m WAYFINDING GRAPHIC DETAILS n REFER TO EXTERIOR ELEVATIONS FOR N Z Date of Proffer Signature: J G Property and shall be binding upon the Owner and Owner's successors In Interest. ADDITIONAL INFORMATION. DO g 02 No Scale � LU 3 ¢ LL 3 (� 0.702 acres to be rezoned fi•om "Commercial Office (CO)" to "Flighway Commercial (HC)" OWNER C t M W Commercial Rentals, LLC, is the owner (the "Owner") of real property described in Albemarle County Commercial R tals, LLC REAR SCREENING DETAIL w � `_' ui 0 i records as Tax Map and Parcel Number 045B1-05-OA-01100 (the "Property") which is the subject of No Scale d W o N o- OU v rezoningapplication ZMA No. 045B1-05-OA-01100. — z � W M � pp v By: ,t )�1 Ahy alYl f c� Date: cx'n �Lr� 2 �2 � O U') ¢ � w Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle it G; LL wp DZS County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be Title: I , t o a f/Y Ln s �n v z O Q applied to the Property if it is rezoned to the zoning district identified above. These conditions are F ¢' N 0 U proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are g N > Z m LEI reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an 04 Q �� authorized signatory of the Owner for this Proffer Statement. O�Do J UO d 0 QU)U Proffer I. Uses: The following Uses will not be permitted on the Property: Cc� ~ Q I. 24.2.1 (5) Churches,cemeteries; o= m U) > > � 2. 24.2.1 (6) Clubs, lodges; = V) Q 3. 24.2.1 (13) Fire and rescue squad stations; -- In. a 4. 24.2.1 (14) Funeral homes; 2: TRASH E nNCLOSURE FRONT ELEV. TRASH ENCLOSURE LEFT ELEV. _ 5. 24.2.1 (23) Manufactured home and trailer sales and service; U."_,a'=,'� �,r=,'-0• 6. 24.2.1 (24) Modular building sales; 7. 24.2.1 (41) and 22.2.1 (b)(3) Religious assembly use, cemeteries; w Lu N 8. 24.2.1 (41) and 22.2.1 (b)(4) Clubs, lodges; Uri u p Ln 9. 24.2.1 (41) and 22.2.1 (b)(6) Fire and rescue squad stations; z c 10.24.2.1 (41) and 22.2.1 (b)(7) Funeral homes. 0 Vl DATE 312212021 0 Proffer 2. Sidewalk: A pedestrian walkway will be constructed from the building entrance area to } DRAWN BY the existing public sidewalk along Seminole Trail (Route 29), comprised of a concrete sidewalk with a striped crosswalk provided where the walkway crosses the private asphalt entrance road into the Site. _ A. FONTAINE • DESIGNED BY I 2 • A. FONTAINE • CHECKED BY Version: 12/10/12 Version: 12/10/12 • C. KOTARSKI SCALE PROFFERS N/A No Scale nTRASH ENCLOSURE REAR ELEV. /-,}TRASH ENCLOSURE RIGHT ELEV. • FROXT ELEVATNN, B CORRUGATED METAL DOORS; FINISH TO MATCH BUILDING OPEN WIRE CANOPY W C MESH S' GALVANIZED STEEL TUBE, a TOP SEAL AND PAINT 1b N OPEN WIRE ti PROWDE LOCKABLE, FREEZE MATCH DOORS (TYP.) MESH ® LIGHT FIXTURE POLE. PROOF HOSE BIBB AS REQUIRED BRICK ROWLOCK CAP j U m MOUNT TO TOP OF 1R-T B' BYJURISDICTION O „ POSTS ENGIABURE WALL CONTINUOUS CONCRETE G L NZED WITH MASONRY c m • 11Z HOT DIPPED FASTENER. I FOOTING CENTERED ON WALL BRICKROWLOCKCM- on�a DBTEEL m = b®E,x r___ _______ ______ ___ _ (SEESTRVCTURAL) FULL WIDTH OF WALL N LEVELING NUB 52---------------- - RYA) I B'STL.BOLLARD; GALVANIZED GALVAN ZED W/1%SLOPET0 O NON STRUCTURAL 4 I 1-6 I SEE DETAIL E&TREd b LOCKABLE LOCKABLE OUTSIDE U BASE COVER a I SLIDE BOLT SLIDE BOLT m N TURALGRADE 0 O ENGINEERED $EE LL DESIGN CRRERN DETAIL FOR ADDOIONAL INFORMATgN 01 DIA.X2PL - ( 2' ONG C -I' MNIZED ANCHIXi R006 O I' ONCMUBNEER WTRI ZE EMBEDMENT; II 1- b - , p 4' PROIECTON ABOVE .;< Fop Wo WALL ".. .. TTw. AT EACH PLATE) ¢ 'f MAT 1Y'O.C. EAGH WAY,TOP•-,._,,� . - BOTTOM m . 3' CLR. 4 CONTINUOUS CONCRETE FOOTING CENTERED BRE4UIECNOPoOTNBENBNEENNBREQUREDBYMOB ENOIXEER ON WALL SEE STRUCTURAL) DTE DOS CANOPY GROUND FOOTING s A00] ORDER POINT CANOPY OLYMPIA BIKE RACK - SKOLY No Scale No Scale 5' 112Jcm] mwl iml 3 _#3 i li'9 I,I$wn3JCAR w�!"- C318nn] 1 125 4 1] iA o H usue cL�nNce¢ k; usalNmT �I, L2sN�A7 � 0 I o � E-,L STEELTUBE 33y °w L857CmJ� #1 CLEARANCE BAR HEIGHT a O MAT REGUIRE AW U6TMENT Z TO ACCOMODATE CURB AND/OR FOUNOATpN f HEIGHT. MANUFACTURER NDN. TO PROVIDE (213D' CABLE _ G S C �lJ2ETIE I 6 ' I I _ J F r --------------------- 1 fl GATE SWING MIN. 118', V III POST. I I F FOOTING � MAX 120' % I OW ) I I II I I I I I II I II I I I I I I II B'(t5pmn)l,lpC I I I l i = ��� TI E I CDNCRETE SU,B I I I __-�L I I II I II I \ \ � I 1M FLOORSLITPE® I I I � \\ I I LJ LJ � I I -------------j I b I I I f S-MOMEAM)IMI 1 I TRENCH GRAIN; I I PROVIDE TRAFFIC FADED I I I I I GALVANIZEDDRMNAS I I I I I REQUIRED ByI I I I AURISDICTIONATEACH GATED OPENING (,YP.) 4 w E _ A4 I I 8'I1Wmm)HIM I I WHEEL STOP \\\ I I CONTINUOUS I I I I I I ON 3SIDE5 I I I I \ 3 I M07 \ I I I I I I II I I I � P-41 ON CMU BLOCK WALL BRKKVENEER ON CIVIL KOCK WALL BOULARD; PAINT BOLI_ARU� PAINT TO MATCHIIIIIIIIIIIIIIIIII II BRICK WALLIIII I II TO MATCH I III II II II(III IIII IIII IICANE IIIICANE i O, BOLTSI 111�1��������������������������������������������������������������������������■ 11 , • BRICK WALL 1 , • I� I I Ili �I ���������������■ - LTS MATCH CONCRM 1��������������� �. FOOTING; SEE I I I BULLARD FOOTING; FOOTING 0 R •nELEVATION © • OUTSIDE VW1%SLOPE J EFOOK ����������������������������� 1��������������� • • MEMBER STRUCTURAL - BABECOVER LEN THB FOR U H p-g ADJU6TMENT$ E 57Y" F NGkkk��������� EMBED b Y { ON CMU -r WALL BABE PLATE MIN. m 115 4Cn1 FIELD \ I I . E IL BLOCK WALL �O`« NA FINIBNOR ENGINEERED 'AVG. C CURBANDGRADEMAY L__________________________________________}_J I V F BOIWB) PANTTD NA11R1 per, O 3 6 Q FILL VARY PER LOCAnON , #1 - 5••x5••x/a• [6mm] SQUARE STEEL POST I BRCK N c #2 BANDS OGRADE WIML = ROAD BED SILVER/WHITE VER/WHITE REFLECTIVE TAPE L n FLOOR PLAN ■ ' ? vmi u Z -III '9 III„ #3 - WELDED STEEL REMOVABLE CAP i X C w _ `3?2. W/ POWDER -COATED S-S FASTENERS �'+ 12•=T� o m N o ~ o� J FQ 4 y4„olA.xas Lorvc cALvnwzeo ANcllon BOLTS (1 rs.], m o� m [Op J__L---- L___J ____1____ L---- L___J____ 11 d m C FATTER WITH (6T A38TIRRUP 6O 4'O.G•18'0.0.•TOP?A', THEN 11'O.C. THEREAFTER o b pW IN.CONOCOVMR� DO OPEN END I I I I I I I I I I I _1 _J__ _1_ L_ L_ J__ 1_ ENCLOSURE F-T- --T-- -T- -T-- -T- --T-- _l-- -T -T r 1-- T-- T- t-- i O m Iwq <2 a Zw w �� K ZO < Ow f--- r--- I I I I ENCLOSURE FOOTING; SEE STRUCTURAL FOR 10 0, V .. .. FOOTING; Sff I I I I I I I I I I I I I m [00w ¢ L________________________________________F___ SIZE ANO d 0 — - RAL7021 BLACK GREY, 10% SHEEN, EXT BOLLARD NON -ILLUMINATED SQUARE 14103 STRUCTURAL r---1_y___J____1____L___1___J____1____L___J____ 1____ 1____L___J____1____L___l FOR SIZE AND I I REINFORCING yI I u, wrc w ¢ O K wX Ow X I I I I I RE GOTLAND FOOTING; Ea Q C O• . G.C. RESPONSIBLE FOR FOUNOATDN9 MIO FOOTINGS ON ALL MENU BOARD ANDDRNETHRUELEMENTS. SIGNAGE VENDOR TO SUPPLYTEMPIATES AND INUXU. MENU BOARDS ONLY. _______________________________________________________________________ L----- J L__-J SEE STRUCTURAL. 'O C a BRSBPldFlC PoOlNO ENON!lNNO RMUIRlD BYLIE.N,B[D NIONE[R NON -ILLUMINATED BOLLARD BACK ELEVATION S `=1� /1SIDE ELEVATION T U �" 12-1-43E "B" a w o N 0 RI DTE CLEARANCE BAR GROUND FOOTING JOB NO. ..I.11Ar.1.4r 47165 a e � « NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. m w CEO CLEARANCE BAR BOLLARD DETAILS TRASH ENCLOSURE DETAIL SHEET NO. � ON C1.3 6, 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 PLACEMENTAND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. S. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. ACCESS BUSER NOTES 1. THE ACCESS RISER DETAI L SHALL BE CONSIDERED CONCEPTUAL WITH THE INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY ON THE RISER PIPE. 2. ALL RISERS SHALL BE FIELD CUT TO THE ELEVATION NEEDED TO ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE A SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE. 4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 HIGHWAYTRUCK LOADING. 5. STANDARD RISER DIAMETERSARE BETWEEN 12 AND 48 INCHES, ANDTHEIR FITTINGS/STUBSARE SUBIECTTO REINFORCEMENT CONSIDERATIONS IN ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTSARE DEPENDENTON THE MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAY BE NEGATED BY OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. 6. STUBS FOR RISERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS. Table 1. TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT NOTES Temporary Mimimum Cover for 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT Construction Equipment ADDITIONAL TEMPORARY COVER MAY BE REQUIRED TO ACCOMMODATE CONSTRUCTION EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH TABLE 1. 2. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED AT THE PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVER TIME. CLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAYBE UNSUITABLE FOR THESE PURPOSES UNLESS PROPERLY LOCKEDINPLACE OR CONFINED WITH A BINDER MATERIAL STANDARD CONNECTING BAND NOTES 1. PIPE ENDS SHALL BE REBELLED TO FORM AN ANNULAR Zia" X 1%1" 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. SrANDARD LUG CONNECTORS SHALL BE USED ON FULLY CORRUGATED CONNECTING BANDS. 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE I- THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM D3056, AND SHALL COMPLETELY UNDERLIE THE CONNECTING BAND. 5. ALLJOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH Pipe Dla. Minimum Cover(f) forindic, Mie Loads (in) JJVS0 kips 50-75H ] 210klpsj 111ILM kips 12-C 2.0 2.5 3.0 1 3.0 48-72 3.0 3.0 I 3.s i 4.0 78-J20 3.0 3.s a0 to 128-144 3s I L0 I 4.s 1 4.5 Table 2. Standard Connecting Band Thickness Pipe Thickness Minimum Band Thickness 16 a 0.05C 18, 0.05T' 14ga 111 18 ga 0.052" 12ga 0.109" 18ga O.M. 10ga 0.138" 1688 0.". Sga IEUW 14ga O.M. 0 I SECTION 9OFASTM A760. STANDARD SLEEVE GASKETSSHALL BE REQUIRED Standard Lug Connector FOR JOINTS SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE Dug iI 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. GASKET 6. CONNECTING BANDS 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. CONNECrING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE CORRUGATW METAL PIPE Small Inherent CORRUGATED METAL PIPE MATERIAL. Gap Elsie! **1 SECTION VIEW PIPE W LLI 3 � Z O Z In LEI Z W NO d N )O I C) d NQ (o Z W YLLI M W � Q Z DO 0_ Q Ln LO LD Z o a m 4OF9 W Z 3 Ed 0 j Z O Z (/1 W Nj d N )O I v d N � AD W M W YLLJ b W Z) Q Z DO 0_ a N or. 0 O -ALL 66" PIPE IS 14 GAUGE, Z � 5" X 1" CORRUGATION, a m ALUMINIZED TYPE 2. -DASHED LINES INDICATES WELD. 3 -USE NECESSARY CONNECTING BANDS. v�4e -ALL REINFORCEMENT SHALL MEET ASTM A998. 7 OF 9 4'. 6" STUB 6" STUB 36" RISER 36" RISER 15" STUB I TRASH RACK I F UA B I WEIR PLATE r4'-0" I 30'-0" 34'-0" PLAN VIEW ORIFICE O 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" STUB & BULKHEAD NECESSARY 66" CONNECTING BANDS WITH GASKETS 2" STUB w Z 3 LLI U Z O Z LEI (n LLJ Ln =) d N )O I v 0 d N(oW LLJ M LLJ V) LLJ LLJ Om Z = Q DD of Q Ln -ALL 66" PIPE IS 14 GAUGE, 5" X 1" CORRUGATION„ ALUMINIZED TYPE 2. -ALL 36" 15" & 12" PIPE IS 16 GAUGE " X "CORRUGATION N N V) o ALUMINIZED TYPE 2. N0. REQUIRED -ALL 6" PIPE IS 16 GAUGE, Z � a ^ N ICY) 1}" X J" CORRUGATION, ie a m 1 ALUMINIZED TYPE 2. Y -DASHED LINES INDICATES WELD. E 1 -USE NECESSARY CONNECTING BANDS. vApa -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. rE BULKHEAD FLAT PLATE) GAUGE REINFORCING MEMBER r r (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 4 FLAT PLATE) 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. W1 W Ed 3 Z o - Z LLJ U)j CL N_ OC) nN(o Q Zd W y LLJ Om Z Oa DO 0_ Q !n N W 0 O -ALL 66" PIPE IS 14 GAUGE, Z � 5" X 1" CORRUGATION, ALUMINIZED TYPE 2. s S -DASHED LINES INDICATES WELD. ELEVATION VIEW -USE NECESSARY CONNECTING BANDS. .Aaa -ALL REINFORCEMENT SHALL MEET ASTM A998, 5 OF 9 1J¢" x 1V x "STAF 025" x 1Ji" x Y4" 18" ISOMETRIC VIEW W Z 3 Ed j Z O Z LLJ Nj d N )O I v y d N Q Z M W Ld Om LLJ Z Oa DO 0_ a Ln Z 8OF9 rourvuAnury TYPICAL CROSS SECTION DIAMETER Standard Spacing (In) S (8) O (I X IN 24" 2.0 4.0 2.0 1. ALL CORRUGATED METAL PIPE(CMP)SHALLBETHE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH A METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO 30" 2.0 4.5 2.0 M245AND/ORASTMA762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO MI%AND/ORASTM B745. ALL RISERS AND STUBS ARE 1&GAUGE WITH A 2%" X W CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEETTHE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE BURIALDEPTH SHOWN ON THE PLANS. 36" 2.0 5.0 2.0 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY,HAZARD, AND HEALTH 42" 2.0 5.5 2.0 REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD AUTHORITIES. 48" 2.0 6.0 2.0 54" 2.25 6.75 2.0 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE TO WITHSTAND ANTICIPATED LOADS. 60" 2.5 7.5 2.0 66" 2.75 8.25 2.0 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145FORA-I,A-2ANDA-3 72" 3.0 9.0 2.0 CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE 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 A SIZE DISTRIBUTION BETWEEN 0.75 AND 21 NCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC TO ELIMINATE THE POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. 78" 3.0 9.5 2.0 84" 3.0 10.0 2.0 5. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR go" 3.0 10.5 2.0 CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHTO 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 MIDDLE -THIRD OF THE PIPE SPAN AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LETS NOT EXCEEDING B INCHES AND COMPACTED TO A MINIMUM 90% 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 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER 15 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 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 OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND 120" 3.0 13.0 2.0 TOWARDS THE OPPOSITE MANIFOLD WHERE CARE IS AGAIN TAKEN TO ENSURE TH E BACKFILUNG IS DON E EVENLY. PERIMETER BACKFILL M UST BE BROUGHT UP EVENLY AS WELL. AND EXTENDED HORIZONTALLYTO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BETAKEN TO ENSURE THE HAUNCH 126" 3.0 13.5 2.0 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. 132" 3.0 14.0 2.0 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 MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT 13V 3.0 14.5 2.0 DUMP STONE DIRECTLY ON TO THE BED. 144" 3.0 15.0 2.0 4RE (TYP.) ELEVATION VIEW BAND AND GASKET DETAIL 1 -0" STANDARD HARDWARE (TP.) O fNEOPRENE GASKET (12" WIDE) I Q Q 12" WIDE BAND SECTION VIEW w HIN IN) LLI U Z 1.00 0 > Z Cnj d (P) LLJ N_ 1.00 L00 1.00 M O I U N LLJ a N _J O 14 m 0 W U m Z) Q d W Z LLJ Z g 1.00 1.00 1.00 1.00 1A0 3 OF 9 w Z 3 (.3� j Z O Z � Z to LLJ�j d N_ )O I C) a d NW(o LLJ M LLJ LLJ Om Z = Q DO of Q 0 LO Z O g00) -ALL 66" PIPE IS 14 GAUGE, Z 5" X 1" CORRUGATION, am ALUMINIZED TYPE 2. 3 -DASHED LINES INDICATES WELD. -USE NECESSARY CONNECTING BANDS. vApa -ALL REINFORCEMENT SHALL MEET ASTM A998, 6 OF 9 W Z 1}"X1fk}" ANGLE Q J HINGE CONNECTED 1 HINGE CONNECTED r6" J Q Z TO BULKHEAD TO BULKHEAD O > - Z 3/ft' EXPANDED 1,_5" W Z W rI FMETAL (P.) ) N 45* OU 1'-6 V-6 d N � W IM w Ll L L �m LLJ Z CURVED TO FIT 66" CMP DO FRONT VIEW SIDE VIEW of Ln TRASH RACK DETAIL -TRASH RACK TO BE HOT DIPPED -(1) REQUIRED- GALVANIZED AFTER FABRICATION. -TRASH RACK TO BE WELDED AT ALL INTERSECTIONS. LN Z 0 9 OF 9 � E�aH QF 09 'E" U CRAIG W. 7. KOTARSKI Y Lie. No. 0402048507 LP,, 6115121 &j M E 0 � o N V N C > E W E LU Q LL ?+ 0 W - w 0 `6,^H-I K Lu L M Q< J V m J - U.; LLJ M CD On d > N (D LU N R w �O )x J n < �E Ln = N V = U > � F Q N c On,O N N M a V O7 J o LLJ - � H Z O d K U (n w Z O Ln > W of F DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A w I5 Z a a ti c J Uj J 0 a Oc m z U, N 5 3 m Q O C LU > LU m (f) z 0 r � � o MW 0 L J N Q U 3 a N � T,o DO o m i Q Z n0 o � '^ T F � V , E-6 a c m m U O c (D m D O 3 rn Z m /1r1 O El d F d o Q3 a > m a X� m � N 016 d N 0 0 nr � E �M 0 6 a c �c m a JOB NO. w 0 m t 47165 w 0 C O SHEET NO. n o C1.4 t E REBARFND. ` S32°26'27"W —X_X `=' 171.64' � ; _-------- ----------------- — — WOODEN PRIVACY FENCE REBAR FND. —x--�--x— x— x --X Z `�° Z v CLEARS PROPERTYLINE BYO.3' OJ _ @) OUP -------------- -4s6_ ass== _L_- - --470_ - - - - - - - - - - - - - - - - - 467- - _ _ _ _ _ _ - - — — — — _ _ _ - - _466- _ _ _ DLLAP _ \ \ �------------------------------- - 465- - - -I--_ ---- ----- -- _ \ PRIVACYFELVCE \ ��_\ _ --- ----- ________________ - - _ ----__---- \\\\-__ \ENCRDgCHESONTO_--����,\ \���`�� ��, -5 _ - --------------------------a62_-4s3----------_______ ___ -465---- \ -- _ _SU�JC:6•TP`OPEY�FY2.7' -- ��,,�,,� \���,�---- --- - - - - - _-----461----------------------- ------ - - _�460- - --- ---- ---- i - - 459- _ — — — — _ - - - - - - - _ _ --I - r-___-_---458------------ — — — __ 457- - _ _ _ - - - _ _ _ - - - - - - - - _ _ _ _ _ ---__ - - _ -455- ass_-_------------------------------ _ _ 4 -454-- — — _---------- ------ -7 ---------- IC--452 - 53_ _------�7_0_rAER><- -_ _— — — — — — — _-_-----_ _--_V' J- ------------ ----- — ' — �1 -045BL-Q5-Qq=OilflO-- -------- — — — — — _ ----- ---- ----A450-� _ ---_---------__ -_ _______ _ \ _ ---_ ---_ \ -----448---9-- --_ - -_- --- ---- - -- _-455- -----__-_--- \ - -447- - 4446 4q6-----_--- --- - - - --- - - - - - - - --- - - - — — — — - -- -- - - -- ----L-T�-- MANAGED STEEP SLOPES i _'-_ - - _-- --_ 442-443------------ _ - - - ------ ------------------- - - - - - - �v_----_-__-_----___ _-- _-440 -441------- - - - --- _----___ - - ----___-_--------_---____----------- -I -450 - _ _----____--- h _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ CID -a38-_439 \ \--------------- _---- _---- _ �R�LWE-M1X-OFEV€RGB�EN-DDE�IQU9US'- --- - _ -437-- _- _ � — — — — --- --- - — _-- --- _ '436 _ _ _ _ - - - - - - - — — _434_ 435 _ _ — — — _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — _ _ _ — — — — — — — — — — — — _ — — — — — — — — — _ - 433_ '-___ - - - _ _ - -- ------------- - _---- --___ ___-_--------- - _-__ �445 r'431-`432 - - ------ I I%=____ --__--__- \ o - ll ITIMBERWALL - ----- - 1 -� --------------------------� — — — — — — — ��— --5 —�--� �i----� �� --- y �" --- -� -- Zi----�_---- —------------------. I \ \ I F ` \ _\ 2.4' - 50 REAB SETBACK - _ ^��` \ 50'REAR SETBACK — L s \ \ I 2%z-STORY BRICK OFFICE BUILDING WITH BASEMENT \I I r436 \ \ BRICK WINDOW WELLS / I \ 12' DRAINAGE*EMENT I \ \ \ (TYP.) \ I I \ DB 1159, PG 232 PROPANE TANK \ \ \ � - \ - \- - \ FF =43a 50' FF- =_43-_9.4�3' I 4' \ 2.------------ 'UNABLE NABLET/TO LO/CATIF� INVERT I I II ii IN I I I I \ III II : II \y ♦ \ \ �\ %�\ / o I/ 4 I�BRHICK PORCH ---- -� --� ----�_ HAND/CAPPED 43� SIGNJ�G� F \\ \ \\`\ WILCOHESS, LLC I III I I I DB 2095, PG 615 TMO45B1-05-OA-01000 ZONE: HIGHWAY COMMERCIAL \\ .N \O�\y IliIIIIIIyIIlIIlIIIiIhIiII IiI vIIII II I I I I I II III II1 10\ .\\d. II 4I I3 6_ \\ BRIRANLLC WDB 2732, PG 169�ITM04561-05-OA -0 1 300 � ZONEHIGHWAYCOMMER I� DROP INLET APPROXIMAl LOCATION TOP= e I .2� 17.V OF EXISTING SANITARY INV.1N=424TERAL 1NVO&r=4170' I WiI CI �ZZ�A �` / 1 II I I ✓ \ \ \ \ \ \ I \ \ \ \ \ \ Ili f —�1 ID 10.6' VIRGINIA TELEPHONE & fD, L\ NDSCAPED I j I I TELEGRAPH COMPANY EASEMENT` A \ - I DB 524, PG 645 AREAS / \ \ �EX I II�\,I \\\ ��� \\\ \\\ ,Q III I \� \\\ `�'d I \\ i- \ \ /1 I •II \ \\\ i ti i 5.90' I / 30'FRONT SEITBACK \ - Q\ — — — — — — — — — — DROP INLET � � � may, \ - \ -�', - \-�- -T- - �-----�=--I-----t s, / I TOP =423.0'5\�-- tC----`-- I / I -� INV. IN =413. T i o �P� / / A d \ \ - - - - - - - II \ I I \ \ \ I I i \ \ \ �- - I- - - 30' FRONT SETBAC INV. OUT =412.4 i 15 I \ I \ = I - - - II \ '\ \ - - - - - - - - - -- - -- \ \ \�\- '- IL — - — --— -\-----N4/L FND. ONLINE 1788' -- �/ _N/� - 7-----�------------`_---------ia----------------------------------------8------------------ -------------------= —tin ---------- --------------- ---- / SS 8" SS 8" SS 8" SS 8" SS -,L \ \ / \ MF \ ` / \ / \ \ - -- -� ----------- - O 18'PUBLIC COUNTY OFALBEMARLE S/1NlTARYMH I / ACCESS EA EMENT \ \ \ TM 045E I-05-OA-O IOAO ; TOP=425.4' I DEED BOOK15, PAGE 406 / \6 4' \ i \ /`< = ZONE: HIGHWAY COMMERCIAL INV. IN =4179' DB 5151406A , �d \ \ N \ �Nb 1/ ` \ / SIGN 0 / I INV. OUT=417.T DB 11591199 N o \ \ S\ I \ \ a_ -----------__-- \ DB16781374 / \ \ \ \ I \ -------�- --- _ I \\ REBARrND. \ PUNCH HOLE IN \ N33° 09' 11'E \ �- \ - - \ \ ,REBAR RESET SEM/NOLE LANE \ ASPHALT 56'11"E \ vi \ \ \ \ \ CONTRACTOR TO CONFIRM C \142.44 \ \ z PUBLIC \ l �° S37° o POB \ \ / \ \ THERE IS NO U�7STREAM J \ \ \ I\ � 31.52' \— VARIABLE WIDTH R/W \ \ \ \ / / \ \ o \ems ' ' \\ _/�/ - PIPE FOR THIS CL NOUT. \ \ \ \ \ \ \ \ 56' 11"VV o \ \ \ _ _ _ _ _ = - I - J \ \ \ z COO A 0 z —%1°Jn— — - —Ian— — - — —tan— — — —tan— ton --1DP— / I I ' \ c'n — / 7 / / / / I 1 1 TEL 1 \ \I ion \-tan l - - xon- - - I UG JBOX / / 1 MARK 11 jf -isr� - 1 \ BENCHMARK SET II \ \ I o / - tan- - - - - tan- - - 1 \ I M I / 1 �--tan-----tangy \\ \ CHIS� LEO SQUARE IN TOP 1 I \— \ I �! \\ qURB \ — ` ion — BACK — tafi— — - — —tan— — / \ \ —lan \\ ELEVATON=426.46' \ 1 1 I T — —tan— — — — —tan— tan— — — — > > / _ / ( I TR FlC tan- - - `1 —\- — — / — tan— `n_ —l- — —tan— — �— -tan— - --- // elan--- tan —--tan---- --- / / / ` \ \ \ p\` \ —tan —tan— L - —ion—/ T lance � / / ^ \ \ - - - _\ 7I QII —I — —Ian— — /-� plan _ TO U.S. `ROUTE 29_1�L---tan--� i \ SEMINOZ TRAIL I VAR/ABLE *10TH R/W �I qSTARM TRAFFIC 1\\ \ \ \ \ \ \ I I \ 1 1 \ ^\ \ \ ❑ , DROP INLET \ \ \ 1 EEx l; I/TOE'=428.4' \ \ I \ HYD / / \ x INV. l 61=425.5' � -INV. IN�_423 6, d d a .. \ _ d - \ LEGEND COMMUNICATION BOX CLEANOUT FIRE HYDRANT 8-10" ORNAMENTAL TREES LIGHT EDGE OF PAVEMENT MAILBOX SCALE 1"=10' 0 10, 20' pr I Y U CRAIG W. 7. KOTARSKI Y Lie. No. 0402048507 L'p'n, 6/ 15/ 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 a O z0 c/) 3 N Z Q O2 w I H IN zl I@ ,-_1 IS 10 I o Mw J 3 NQC�_ 2: N w Z = m ' < U) 2 X� a w U d O D U) z Z O LL � Q O n JOB NO. 47165 SHEET NO. C2.0 a 0 N I REBAR FND. ` S32°26'27"W x— ,_ _ V 171.64' T10n- - - - = l�n= �zsir� Inn- -- ,-- --_ _ X WOODEN PRIVACY FENCE �REBAR ' x � x x--x----X Z . Z, CLEARS PROPERTY BY Off � � -Inn- - Ion- - T 2 cMo 2 ---------------- - \ _ '------Inn---- I O----------- ----------l�n-- --Inn-- �-�-lon -- @� o @� 1 _ II - . - - _ _ _ _----------------------------- --- ---- - - - n-- -- - -Inn- - D/ i--- - - - - - - - - - - - - - - - - ------ - ------ n ABANDON 1 \' - - - -Inn (I � P(�IVACYFEIV- � "7:'K__ I-�--___' -- - ---- ------------ ------ --_- DEMO AND REPLACE EXISTING WATER �� I `. -- �� NCROAGHESONTO.__ ------ �I --__ _5 bp------ ------------- ---- - ------ - EAT MAIN E _ _ � ` ` � -Ell'_ ---- - - - - - - - ---------------------------------- ----- -- -------- SIDEWALK FOR I' SERVICE CURB _ 1DEMO AND I . SUZJE£T-PROPERTY2.T _ - - - - - _ _ _ _ ------ -- C I , - � - - - - - - - - - - - - - WATERLINE WORK I S \ I GU SIDEWALK, & PAVIAEN I\ ` - � �' ---------- -- - ------ - ----- - - - - - - - - - - - - - - ---- - ----- -- --- -- HYD CONTRACTOR TO FOR WATERLINES\ r ----- ------ _ _ _ _ _ _ I _CONFIRM LOCATION ABANDONMENT IN\ I ` —� - _ \------ ----- -- ---- -- I---�_ - - ---- _-------- -- \ ' -----_--- - - - _ _ _ _ _ _ --------------------------- ------------------ --_f --- , , --o- -� = OF€J(ISTING ACCOKUAIQCE WITHCa_ I_" -_- � _ �`�"------------- ---------- - -------- - - - - _ - ---------------------------------------- ------ ------ � I a A ER IA S & AGSA &RWSA \ I-- - — _ -`` \ - — — — — — — ------ ---- . --------- ------ -- - - - - - - I ._ _ _ _ \ _ _ --- - - ----- --- ---- - ������ --- — -- — __ _--------_ �_ _ _ _ _ — — — _ _------ Q —r— 9 - _ - - - - - - - - _ _ ` ` _�, - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — 0.702- ACRE _ 045B1 o6 Q, 01I90 _ I � _ "- - ------ ---- - ----- __ - 4 — - - - �- CONNECTION. - - _ _ _ - SPECIFICATIONS. I_ _ _ _ _------_-------- _ — ---- ----- ------ _ --- - - _-T--------=- =--- ------------- -- �_ — __ `- ________ — — — 0 p'� d =_I — , — __--- ________ ____ ______________________________ _ _ — — — — -- — �/r —_— — _� — s _— — — — — — — — — ,� — — — - - - - ___ / Q �� — — `-- `-- \------------ _________________ MANAGED STEEP SLOPES i �� ___" - - - - ____________________________ - - - - _ _ _ _--_____---__________-_ - - - - - - - - - - - / - Nl- - M M- - - - - M- Nt ----_ _ REMOVEWAit _ _ r� / IIR - - - - _______________________-_______ ___ I— — n — _ — — _ _ _ _ — ___________________________ I- - __ --------------- --- - - - - _ _ - AP I_ - _ - \ _ -------- - _ - - _ __ ---- 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__ -I---- — — ------ ------T�---- --- - - --- ------ -------------------- - — — _ I -- __ - -TP� TP- TP -- - - ---- - - - --- - ---- -- - - - - ---- -- - ---- - - TIMBER WALL --------------------- - - - - - r -- _ - --1 --- _ 445- 43p -- - - - - __ _____=- ---_ - ------ - REMOVE CONCRETE — ` — — — — — — — — 1 ______-_______-_____-__ I__- --- - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - � - - - = - - - - - - �- - - - - - - - ` o - - - - - - - - - - - 2 --fJ�R€AR..SETBACK " - - - - _ - - - \ I . r ; :.:.: : ' ::.:.: 4' REMOVE ASPHALT I \ 1 \ I I : ` 5o':REAR SETBA:CI< : �\ � \ \ \\ . < RSA; 2%2-STORYBRICKOFFICEBUILDING \ I 1Rp LLL LLL PAVEMENT REPLACEMENT I WITH BASEMENT I I I I �\ I I REMOVE TREE REMOVE BUILDING I \ \ i "> BRIEK:VYINDQW ..... ELLS:7 AND ASSOCIATED ,' - 12' DRAINAGE�EMENT I I I DB 1159, PG232 \\ .. � .... . . -�-�-,-­I--­ - - / REMOVE I \ I I I : ITYP.):::. ' � - . , ' � - � ' APPURTANENCES �' aI , x \ I ; ; r; PROPANE TANK ` """� SAW CUT F_ = =j_ \\ I I'. _ % 1 i \ ..::: I \ \ �� I ' ' -\ : � ::::: . ': _. �; �_ : _ ::::.: `. FF=430.50' I I I \\ \: - : . . _ . NOTE: I \\ \� I ; ' ` - - - . ' � - � - ' - ' "< - ' - ' ' FF=439.43' II I DEBRIS MUST BE TAKEN TO AN APPROVED \ F - LANDFILL SITE �\ 1 N11 . \ I. j• I\ \-\ `s - - - _-------------- ----- 12.4' I I ABLE TO LOCA7L INVERT I i I Alp : -- ---- ---- L 20&I I I � . -, . ' / . ' I : ' BRICK PORCH I I ITT I I I I _ I I I .. :: --_- -: :z.' Z 1 4 I I I; I- o. :HANDLCAPP:ED H I 3> I I III . � : I 1 I I \ . SIGN ' REMOVE HT :,:: O G I u I I I �, I I I I I I ', I I : REMOVE - RBA I I I I I I II11 \ MO GU I I I 7' I �tAND APED 1 LA� �' I I t l; \ sc s N I I III li I I : � - I I I I / I :`; YI I I 1 -�� II '� — I I III I I - i- REMOVE SHRUBS 1 I ly I kEfvIOVE:CURB Al"o. : <' \ 1 WILCOHESS, LLC Ili I ` &'GUTTER' ' :\ `` �" - \ I D8 2095 PG 615 I' I T 61 REMOVE SIGN li I `: / \ I TM 045B 1-05-0A-01000 I , I I I I 1� 1 r I ti I x REMOVE LIGHT E.• HIGHWAY COMMERCIAL I I a :\' / I BRIRANLLC III ; � < I I I I tJ .6. I T W I : I DB 2732, PG 169 III /. I �W ti 1 TM 4 - - - I �:RE VE�' 0 581 MO � \ � OS OA 0130 I `�. o o I I I� = I I' I �' - :A PHALT ' \ I J I ZONE.' HIGHWAY II I I -n S . 1; : : I COMMERCI in III ;P `:`i / :\-.�. 1 I I I b I' I I 11 I \ I 11 I ;� ; REMOVE J I III I 'T :\ I I' I I I IDEWALK I S I J I I ti I \: 4 I i /, o `` I I I_ I I , t_ ii DROP INLET I II I ; ; ' - ` - / ', I TOP =4 li I , :APPF20X[MATit LOC/�T10N: ' : �R \ . I co 21.62�. I II I o I a_ I ' OF:EXISTtNG`SAWTARY: 7a' -;�' 1 /� I I lNV 1N=417.1' I' LATERAL; �`' I I A I lNV OPIf=417.0' I :/ ' " v : \. I I .: r' r \ I 43 i I I 6_ 1 � I F2EIv10VE Ct1R8 \ I I I I ::' I' I c� _-- I ;I LOGATEAIVD: ./: ``.` I I I \ 10.6' VIRGINIA CA . EXISTING < . TELEPH (' I N10j ONE & " A ITAR�dLAT RAL: / REMOVE I I I TELEGRAPHC �� ` S N E I I c� OMPANYEASEMENT, �� `:�: ' '`A LANDSCAPED - I 'DB 524 PG 645 I. 7z y I /''` 3: i I AREAS I I I I \' / I II \I i i - .1:r //: I I \ 30' FRONT SETBQGK >� - ' o� \' / / y I I I \ea ,�\I. -�. — — — ---- — — -----I It — — — _ I _ I I C (� `: _ ✓ \ I' \ i C \ . I - l .'r: i \ I_ - - 30'FRON I T '\ _ E T B i I A ,' I _ K 5 / I _ 1 �I I _ _ I 1 - I - _ 2 / N 1L FND. ONLINEx I - � - `: � - : \ i I I �-�--------- - - _ - _ I \ �- O 1 , ----- - - . -=-. -----=---------`----------------------- --- ---- -- ------------ -------------- --- - - I -- ` / \ II \I AREA TO PROPERTY LINE = a . I FEDEX BO � :.:. ;' . . ' .: ' .. - \:.-- ------ - ------------ --- ---- ------------------------Z------------------ �- - -l�n - - \ I \ % n \ i / L L . ' .,� . ' . ' . ' . ' -/ . .`` .NREiv10VE CURB : / / -C-----��----------- IL �l AL 2 I L LLLL : . ' . ' ,. :. ' . :. .:. . ' ``�` - �`, - t------------- --- LL ':'. . 34:4 �- -.-. .-.o / I L L LLL c S 8" SS 8" SS 8" SS—+ L LLLLLLLL L : - : : ,' . - . ' : : ' : r_ _ —-------- _—______________________ I LLLL _ : 1B.PUBLIC.,_ . _ ..- ` ` . .,:/::::I/L/%CN "��. �_ \ TER METER -------------- / REMOVE 5/8" I T \, t - TYOFALBEMARLE I SANI . eL ACCESSEAkABENT: - : - .:... . . . . Nk .\ .. . . . . . . . . ... \ ', / _ WA ------ N 581-05-OA-010A0 ' : ' : ' : : - : : - i i l \ S OP=425.4' I LL ' : - : :: DEED'BDOK�I5, PAGE466 .:. _ . ` :::::::: - - -A - : - : - - : - : - : :� / \ \ �. REMOVE MAIL X \ \ O 4' BP Z6 �- - la \ L HWAY - : ' DB 5 5/406A :- ' SIGN \ \ COMMER l 1 CAL /,INV.IN-4179' ,.':':':':'.'.' LL DB:11�9/199 i ::o . \ . \�Nbg i / I \ c / IINV.OLIT=4177' :':':':':' -: . . . . C / i L - -:D67628/374 .: �'' :\-: REMOVE \ o LLy ��� �: � �' /' : - �� \ _ . . REBAR�ND. I SIGN \ O PUNCH HOLE IN LLL : N33° p9'.11:'E� \ l?EBAR RESET � a_ SEM/NOLE LANE \ LLL — — — PUBL/C \ASPHALT A' ' 142.44' P 8 LLLL�L. /.:.:.:.:,. :_:,:.:.:.:.: ::::-CONTRACTOR TO I r �77 . 1— � Q z ARIABLE W/OTH R W LLL � ' - :.:. ::'; :::::: ' : ' : ' : ' : ' : ' : ' : - : - ' 'THERE:IS NO Ui?STREA:M : - \ 31.52' m \\ ABANDON CLEANOUT AND EXISTING \ \ \ REMOVE CLEANOUT AND EXkSTING 6" / '/ '7— — �— LLLLL . . �: : ' . ' . ' '' ' ' PIPE FOR:THIS:CL ANOUT. a SANITARY PIPE ONLY IF CONTRACTOR PAVEMENT LL . .. : .. . ' _ _ SANITARY PIPE ONLY IF CONTRACTOR \ o CONFIRMS THERE IS NO UPSTREAM REPLACEMENT L .: ``� : ' . ' _ _ - I CONFIRMS THERE IS NO UPSTREAM , \ _ _ \ \ — — � FLOW. IF UPSTREAM FLOW IS FOUND, JOINT _ - - - y - o I PIPE. IF UPSTREAM PIPE OR FLOW IS ABANDON EXISTING \ FOUND, CONT CTOR SHALL STOP WATER SERVICE AT MAIN \ o CONTRACTOR SHALL STOP WORK AND .. / I \ 68.98' 2 / lsn- - - - -Inn- - - WORK AND CONTACT TIMMONS GROUP. ', o CONTACT TIMMONS GROUP. i' - -lop - - —1J�1— - - - - --Inn—I— - - - - - \ \ \ - lnn- d\ — — — `Jn . 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SIDEWALK FOR \' SIDEWALK, CURB, I SCALE 1"=10' \. ,, L)ROP INLET ( , WATERLINE WORK FOR WATERLINE BGUTTER, & EN N [ � // / \ // TOP=42 .4' I HYD ;CONTRACTOR TO cc -a-- - - \ \ o ❑ %; 8 11 ABANDONMENT IN\ 0 10' 20' �� lNV �6�=425.5' _ CONFIRM LOCATION E c // ' / \ i� \ 4 - .a o - - - - - - - - jNV. lN',-423.6' - - - - a - - qT �- a o OPEJCISTING' - - AC�OKBANCFWITH� 18"RCP lv / \ i� \ o' c ; r iniv nI ir_=a2� �' �� \ - 1 - - - - a WATERLIISES & ACvSA &RWSA \ �. I,LTg ®F ►� °,%. U CRAIG W. 7. KOTARSKI r Y Lie. No. 0402048507 On, 6/ 15/ 21 A M E O M O N 6 N c > E I °/ E LL o 3 0 w — K W t n QIJVom J — Ili d O N U1 N R U W 1-'x N O < 9 it 0 Q =,;,. U) X N N = U > m F c In oM N N V T M C V � H vi D 0 0 cc = 0 w > w = U z O Ln 0 IL O cc 0 Z O a K U <n w 0 Z O 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 O ztp `- H4 N 3 2 zv 2 Q / O C`1 C W'i m L (1) } a z r Z m � n O c- U `o Mw "' J 3 N"J= Q a O N w C 0o co G o cq a W �z Q aO o 2 A c� v) m- E = a C 0 M a U O c xm 3 Z z„ K0 ED m a m Fm 05 Q &3 a >` /1 a.. v . a X C 0.0 � ? g„ m c d `e 8g a m N a ° 'a JOB NO. w , a to 47165 a a C V SHEET NO. n o C2.1 c E �_ EROSION AND SEDIMENT CONTROL NARRATIVE GENERAL EROSION AND SEDIMENT CONTROL NOTES: AL=a 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 1 i DISTURBANCE TOTALS 0.59 AC. EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL Q REGULATIONS. U CRAIGW. J. KOTArY 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 MtN. srone 70' MIN.-- CONSTRUCTION Lie. ROUTE 29 TO THE WEST. THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. Access s s za asP aLT TOP couRSE � d 6/ 15/ 21 EXISTING SITE CONDITIONS ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND 27 17 l THE SITE CURRENTLY CONTAINS A PAVED PARKING AREA AND OFFICE BUILDING. DISTURBANCE. A *v� -5" M1N. 21A FlGGREGATc BASE 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 0 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. CONSTRUCTION N ^ CRITICAL EROSION AREAS RWD PrIaLr ACCESS - --n ASwaPIHALT PAVED , 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 ! = I.- TEMPORARY RIGHT-OF-WAY DIVERSION MANAGED STEEP SLOPES AREA. BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) EXISTING {1 2% 2% PAVEMENT -I I- LU v 3 NO Scale J -� 2% 12' MN * ..--..,_ N Q 0 �+ EROSION AND SEDIMENT CONTROL MEASURES ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING 1 ( w O m ^� 2 LU UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE ACTIVITIES AND DURING SITE DEVELOPMENT. 1 a � v z CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE *MUST EXTEND FULL WIDTH p -POSITIVE DRAINAGE w „may -'^ W o oN O O 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 L� `F OF INGRESS AND EGRESS To SEDIMENT d to a U OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. ��II �I �I �I �I ��II ED G El El G OPERATION TRAPPING DEVICE (7 W z ° V) h ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY 1-� PLAN � O N x UO w � STORMWATER RUNOFF CONSIDERATIONS NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. - - - - - o a LL p z 01$ ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION x v N z O a SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION r 12' MIN.-- ------PUsrravE DRAINACI _ ¢ U� O U MINIMUM STANDARDS: FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, To SEDIMENT 2_ rRA_PPING DEVICE F rn ro STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION 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 LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN _ r w a w O 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 FILTER CLOTH Dow � 2 TO REDUCE THE AMOUNT MUD TRANSPORTED ONTO PAVED PUBLIC ROADS MOTOR VEHICLES OR RUNOFF. POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY SECTION A -A Vo W a O 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 5 L AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TP 3.38 to U TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. Annanannunwater tap of 1 arch ❑cost be Lrstalled witli a mannrru 1 LrelT ballcock a SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. shutoffvalve su T r" a wash hose with a diameter of 1,'1 arches for adequate Pl ha., 1 Vi 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 constantpressme. Wash water must be caned eweyfrom the enhance to all 0 j j 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 approved settling area to remove sedaneut. All sediment shall be prevented from (D n a h No Scale PERMANENT STABILIZATION. STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE entering stone chairs, ditches or watercourses. � cD m 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 Q' 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 s::A:_F = ^r RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS o 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. "QUICK REFERENCE FOR ALL REGIONS" w > w N o N 0 N 0 RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. MS-4. SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE PERIMETER DIKES SEDIMENT TRAPS, , CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND PLANTING DATES SPECIES RATE 3.02 u p r^ Mi 6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN . (LBS/ACRE) a In DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE DISTURBANCE TAKES PLACE. 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 Vl 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 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 (LOLIUM MULTI-FLORUM) VEGETATION. PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MAY 1 -AUG. 31 GERMAN MILLET 50 6' • A. FONTAINE 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN j / • CHECKED BY FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED SETARIA ITALICA ( ) '_ - • 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. 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 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 EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. AIIA 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. SHEET FLOW INSTALLATION 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. (PERSPECTIVE VIEW) 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 3• FLOW MAX. 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 A B \\� (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 PHASE I (SEE SHEET C3.1) D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. RUNOFF WATER WIRE MESH FILTERED WATER POINTS A SHOULD BE HIGHER THAN POINT B. Uj 1. APRE-CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR CONTRACTOR OWNER AND ENGINEER. Q THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. - 'T`-+' ` '' _ ' .:' : a '. SF DRAINAGEWAY INSTALLATION 3.05-2 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, SEDIMENT THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. _ e ,: �:-:. - IT ��r"'a ': \" Z 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. - ' No Scale co 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 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 12" TABLE 3.32-D Q > 9. SEED ALL DENUDED AREAS PER VESCH STANDARDS. STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL GRAVEL SHALL BE VDOT#3, #357 OR 5 COARSE AGGREGATE. SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 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 �0 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% '� w 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: KENTUCKY BLUEGRASS 0-5% < Q No Scale CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 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. FRAME GRATE RED TOP GRASS 2 LBS. Q U 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 SEASONAL NURSE CROP * 20 LBS. W 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE 1 5, f FRAME 150 LBS. t 45 REMOVED UPON APPROVAL FROM THE E8 S INSPECTOR. 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 I Sediment Trap design #1 88 - UDORTHENTS, 2 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, HYDROLOGIC SOIL GROUP: D 3' , ` v drainage area (acres) (<3) 0.85 '' """"�-E v�� MIN. GATHER 0 trap volumes: ORGa cEsrocsroxEWIR i EXCESS cumulative �rro \ elevation (ft) area (so Volume(cy) Volume (cy) ' 0' AT U U 424 692 CORNERS 'USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES DRY STORAGE v Wani 425 131.31.6 426 1368 68 44.2 75.8 PERSPECTIVE VIEWS III STAKE AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE 427 1744 57.6 133.4 � MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET WET STORAGE 133.4 r°'r"`A1ED> •' C AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE nrtR amR axo E,r COMPACTED SOIL CWD TO HAVE VDOT FABRIC 4U\! 1• NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE Vi STANDARD EC-2 i� MIN. gym" suss r RWRAE MATTING ON UPHILL III �' '* SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF 18" MIN. j j j j SIDE wet storage: ; FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL wet storage required (cy) (67*DA) 57.0 _ ! i i i ~FLOW bottom stone weir (ft) 426.0 -- IIIII IIIII _ _.\ \A r� DETAIL A OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 ALL LEGUME SEED wet storage provided at this elevation (cy) 75.8 ••coarse aggregate shall be VDOT #3, #357 of #5 �L �L a NG LOCRE. MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE slope of wet storage sides 2:1 111111 Will ELEVATION OF STAKE AND FABRIC ORIENTATION ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER weir length (ft) (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) 57.0 bottom trap dimensions: 67'xll' DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 57) WHERE JOB NO. crest of stone weir 427.0 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 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 47165 slope of dry storage sides 2:1 top trap dimensions 83x27' CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SEDIMENT TRAP TEMPORARY DIVERSION DIKE STORM DRAIN INLET PROTECTION PERMANENT SEEDING MIX FOR PIEDMONT AREA SHEETNO. C3. O No Scale Nile No scale No Scale F --__ - -463L _ — — I _ _ _-_--_--_--_---_-_------as2----=---- - ----- ------- - - ' EROSION CONTROL LEGEND - _ _ - - - - _ _ - _ _ - _ - _ - 459- = LIMITS OF CLEARING AND GRADING _ ---- — — — — —---____------457- `_'_------- - - -- — — — — \-_,, — — ------ 456-___--_-------- - - -- - -- -- -- -- �_ — �� ■� DRAINAGE DIVIDE _ _ - - - - _ - - _ - - - - - - _ _ _ _ - - - - -- __-- a52-_453_-455___ - - - - - - _ _-------- __ --- _____ __-454- - - - - _-------------------__]_ SOIL AREA DIVIDE 0.702 450 _51----------04�L-05=0A__Oil-00.----------------- — — — — —------_ CIE PAVED CONSTRUCTION ENTRANCE 3.02 448-----___ ---- - - _ _ --- ----- __---------- _ SF SILT FENCE 3.05 6=-447------ ___ - ---- — — — — — _-__/--_- 1 _ _ _ _ _ _ _ _ 43 444 4S — — — — — — — --- _ _ - _ -_ - MANAGED STEEP SLOPES i _ 441,-4q2- ------ - - - -__ - - --------- ----_-------__ - - - - IP ® INLET PROTECTION 3.07 I - -_ -- 440 ' _' --- -- - - - - - ---- ---- - _ -_- - - - --_ DD DIVERSION DIKE 3.09 -437-_438-_439=_-_- �\\ \ - - - - ___- LINE -MI OFEV€R�6EENANDDEOIIZU9US_---_----__ --436_ __ _ _ P - _ TP _ 43 435 _ _ --_'------ - - - - -- - - - �P - - _ RIND RIGHT-OF-WAY DIVERSION 3.11 I _ - _ - 433 _ 4 _ _ — — _ - _ ' _ _ _ _ _ - i - - - - - - MOW I- 43 _ - - _--__ l \ 1 .w - _- -- \ _ - _ _ _ _ - - - _ \ \ 1 J a " \ - - - _ _ _ _ _ _ a --�1 ! it LTB€R-WALL - - _ -_ _ - _ _ _ ST SEDIMENT TRAP 3.13 \ICA-. - TS TEMPORARY SEEDING 3.31 I \ \ \ 114 ` \ \ \ \ L 4� PS PERMANENT SEEDING 3.32 ` \ 2V2-STORY BRICK OFFICE BUILDING I MU MULCHING 3.35 WITH BASEMENT I I I TP TREE PROTECTION 3.38 \ \�C SF _ BRICK WINDOW WELLS 4 TS I r438 I2'DRAINAGE EMENT \ \ \ ) \ \ DC L I DC DUST CONTROL 3.39 (TYP. DB 1159, PG 232 \\ i I I I \ ` \ I J PROPANE * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 430\ FF=430.50' \\ \\ \� \ \ I �1 I I• nI ILI � I \ \\ \ APPROXIMATELY 216 CY OF TS FILL WILL BE NEEDED TO FILL FF=439.43' E EXISTING I I I w I \ \ 34 C - — — — — -----L \I DC \\ I r \ UNABLE TO LOCATE INVERT I I N I I I I \\ I I \ LL I I 1 ? I I I ` \ l \ \ \ V BRICK PORCH � I I I �I� Ili ✓ I I I I � �\ � �-----------------------------� _-» I I i \ o `?� HANDICAPPED 9 H-- SIGN II I I II II IIrIN\e� ll/ I I II II I. I I II N �/ \/ \/ \_, IIIII I ► \ / Ila I\ \ DC \ \ IIQ \ � \ lLIII II I \ \ \ \ 9 \ \ \ \ TS o \ \ \ \ I I \ 16 I I I \ hb r \ I ff \ I LIMITS OF DISTURBANCE =0.59AC I I I w J N� \ \ DC DROP INLET \ C TOP=421 I `I APPROXIMAI\ OCATION \ \ .62�. I o \ 1 \ \ \ 39 D INV. 1N=417.1' 1P I I I OF EXISTING NITARY TS \ i PARKINGN _ \ INV O8'f=4I7.0' \ I I \ \ \ = \ DC \ ERAL / q I SF I \ II � ; STAGING, AND I TS I I� I � _ D \\ / \ I \ \\ II I STORAGE AREA\ 10.6' VIRGINIA TELEPHONE & \ a \� t, \ \ \ \I I \ \ I TELEGRAPH COMPANY EASEMENT\ j�iF k / / \\ DD \\ �� I \\\ I: 1 I LANDS APED J DB524,PG645 \ 1 A3 \ I a h IPREASI LO I *II\I \\ EW x �I \ 428 I .bryb i 90' I CI I .ST \ 427 \e \ 2a I I I 1 DROP INLET a ' TOP =423.0'%Q STON1 GVEIR 25 \ CID42 INV. \\ \ - -- -_---.T INVOUT=412 .4'_ I -\ 424Nb \ / CE ` -�P — U I � WASH RACK ------------- ------- r \\ \------------ _ � � N \ io N I 1 / w 1 ---�------------ ` I----=- __ ------ 0 Irn r pD / 34.4, \ 28 \ \ \ w�i � / w I ------------ -a SS —a" SS -a" SS —a" SS —a" Ss a" ss I O SF I � '\ '/ F � \ I � � ' G'U Nb5 i DEED B \ \ � .4' � \ I \ ----- ----- —� -,-���------�-L-- RWDI \ \ \ SEMINOLE LANE PUBLIC \ C C VAR/ABLE WIDTH RAW \ POB \\ PIPE FOR THIS CLE�NOUT J \ \ DD \ --\ \ - s o l: ` —lop -4 —1 n--- —_Lon—I----1°Jn— on - SEDIMENT TRAP #1 I - — — / CWD 0.85 AC DRAINAGE AREA 1 1 TEL \ I —ton — - — e / TOTAL STORAGE REQUIRED: 113.9 CY 7 MARK 1 I \ \ —lsn- — VE EXISTING 10 - I \ ASPHALT FOR ACCESS TO — -IJon— TOP OF DAM = 428.0 BENCHMARKSET \ o —ion — - I ` / P CONSTRUCTION ENTRANCE // II --ton— — - — — \\ lnn— \\ \ CHIS�LED SQUARE IN TO BACK qURB \ \ . 1 Inn— _ _ _ \ ELEVAT ON=426.46' `\ 1 I y SF / l�n— — — —J n— —l�n— — - — 1\ \ 1 1�' T F i — — —\- — // Jan— — - — r-ln�—n\ —/- — --Lon— �-#melon— — T --- 1\ "I\\ \ \\ / lon — - —lnn\�---1,qn— — / I —1°Jn— — _' �� \ -A — —IDn— — l \ \ / ,ton — I \ ro u.s. �zourE 2s I SEMINO�E TRAIL I \ I� \ VARIABLE 1#'DTH R/W I 1 \ \ \ \ \ \ \ 11�4STARM \\ \\ ` \ TRAFFIC " DROP INLET / \ 1 \ _ _ Ex Ex ;1 T01 \=428.4' \ \ \ c +/- 427.65' +/- 427.86' %l DROP INLET - -_ �� v / \ 1 \ \ 1 — - - - _ INV. 1Aygn'=425.5' - - - - - -TOP 217�' '. a \ o / / \ \� \ \ a o . \ /5 /NV. IM=423.6' o a \ \ /'; INV OU�=423.5' a \ INV OUT �- =L---- `------------------------------------� - \ -- �� ------ ------------ -_-- — — — — ----- — — — — — — — — - c -P----------- \ 77 18"ELLIPTICAL RCP — — —M— M— — — — —M— — —M— M— — �Y ALTH QF r � U CRAIG W. 7. KOTARSKI Y Lie. No. 0402048507 ;Ijln. 6/ 1 V 21 M E 0 � o N Vi N C > E w ° E LL o 3 0 U.- w 0 `6 K W L M J V 0 J — ui d i O N N U W v 3: 0 x J N < 0 Q ti = N N = U > F c In O � N � M C � � H F DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W z a ui J J n Oc z` 0 r� N_ G a Q o r � W > ro > LU �zcf)r =:) Q 1� Ou Mw J 3 < U a N w �0 _j f" o� ' Q LLJ d z n0 o 2 ' ^ c v, m- E o a c m m U 0 0 3 rn z m K1 0 LJJ � a E� os Q2 3 a >` X C do g„ A C d `o �M 06 a c MU MUM a JOB NO. w co m 47165 C V SHEET NO. n o C3.1 t E I-_ ---_- - -463L - __ _ — I _ _ _—_--_--_--_---_—_------462-----————— —— -- — —— ------- — - ' EROSION CONTROL LEGEND -461 - _ _ l_ ------------ --- — �460- — — — — —------- ----- --- - - _ _ _ - 459- = LIMITS OF CLEARING AND GRADING — — — ------ -- ----- __'---------- _ — — — ----- - \ \ \ \ - - ` _ _ _ - __ — _- _ _ _ _ -456 _ - - - 455 —- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ - ■ DRAINAGE DIVIDE --asa--_— — — � �-_--------------- _ ___----_�_----� � � SOIL AREA DIVIDE - _ ----_ ------- - ----- - 452 -___ ----- 0.702 ACRE----_ — — — _ ------ --_ 450 _51 - - - - -0458E-05= 0A_ _Oi l-00. - - - - - - - - - - - - - - - — — — — - - - - - - CIE PAVED CONSTRUCTION ENTRANCE 3.02 - - - - - - - - - _ _ - - - - _ - 449- - _ _ _ — — — — - _ - - - - - - - _ _ - - - _ - - - - - - _ - _ -_ - - - -�---448---- -- - _ --- ---- _ SF SILT FENCE 3.05 447 __----_-_--/ ______ ______ _ _ MANAGED STEEP SLOPES i _ - .441,-4q2 ------ - - - -_- — ---___ --_ - - - - -__ - - -_ — - IP ® INLET PROTECTION 3.07 - — 440 _' - --- _ — — — _ --___ - ---__ -----------_I__--- - --_----------- -__-------- — _ ____ ---_-_ - - --_ DO DIVERSION DIKE 3.09 -437-_438-_439==_-_-- �\\ \_ — — — _ ____--- _ LINE -MI OFEV€RG6EENANDDECIIIUS_---_----__ 436 _ _ _ _ _ _ _ _ _ F5- _ - _ _ _ 434_43$ ---__ _ - ------ - -- - -- -- - _ -TP _- -- - _--- _-------- - RIND RIGHT-OF-WAY DIVERSION 3.11 - - - 433 _ _ — - _ - - - - - li"! III �_ - - - - - - - - - _ L - - - - -'- - _ L ' � r 43 _ -_ -_ l \ � �-_____-- -- --- — — --- - III _______ __ _ -- -- -�- _ SEDIMENT TRAP 3.13 gel IP TEMPORARY SEEDING 3.31 A D p pW w p �� PS - - - PERMANENT SEEDING 3.32 -PSNDCMULCHING 3.35 TREE PROTECTION 3.38 - 12'DRAINAGEEMENT I ' \ \ _ ° ° DC DUST CONTROL 3.39 DB 1159, PIG 232 PS MU ` p \ \ ° 33 433 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 430 2a, ` \ ° \ ` — — — MU 432 \ `\ \ \ \ v I 428 \ PS 430 431 34 C I \ \I \ NVS° - I ` \\ ° o ° I _ I MU l I p - ° - A Fs UNABLE TO LOCATE INVERT = r- I II 1 I 11 11 Ili IN \\ I; A ° o IP lli I I I I PROPO4ED I111 I I STARBUCKS g Ili I I I ±1,150SF CEC LIMITS OF \ \ W QN 11I11 I I I I \ \ \ \ DISTURB ANCE ZO \�1 0.59 AC CENTER OF DRIVE _ \ N\� III THROUGH WINDOW ]IN DROP INLET 3 9 D TOP N =41 . I \ \ M\ (a INV. IN 417.1' a: i IP I lNVO80I II I li SF ° \ ° $ ° Q� \ \\ ` \ \ 39D IP\ ti r IP p\ \ I u l DROP INLET TOP=423.0' �\ INV IN=413.7' \ INV. OUT=412.4' M U \ \ 1 \ IP PS ---------- — --- — — — — — — — — ----------�_ --- I -- DC DC 15" HDPE — — — — — — — — _ _ = = — . ' a - FEDEX BOAC I - T--------------------------------- ------- �--------� ------------------------------� ------------------------------------------------------- ----- \ 1------------------- \ \---------- \ / T 1 \ \ ^, ww - --- ----------------- o \ \ ` \ I won 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS ' 18'PUB (C\ I � \ ______________________________ ACCESSEAEMENT \ \ \ I DEED BOOK 15, PAGE 406 DC \ PS \ \ o / D6515/406A \� \\ I\ \ O \ \ M b^ \ \ ^� _/ I DB 1159/199 ^ 8 v \ - - — - - I - - — -- DB16781374 \ N \ \ a� W \ wwwwo SEMINOLE LANE— wwwwwo PUBLIC \ POB a a VAR/ABLE WIDTH R/W \ \ \ \ \ ` \ \ 430 l} J(l} J( o �s - \ \ \ \ 429 Mr am mm j,\�\-1Dn +—l�n--—1on— ----lnn— o \ —1 — Ion — on i SF \ -ton CWD TEL I / — I UG ✓Box MARK I I 1 I \ w \ — —Ion— —YOn— — d \ \ \ —10n— — - on _ \ \ BENCHMARK SET 10n— — - l I / \ — —ion— — - — \\' \ CHIS�LED SQUARE IN TOP\ I I — \ 1 / I —10n� \ w �� \\ BACKgURB \ j-1o4 — — ELEVAT\/ON=426.46' !1 I _�I SF 7- — — Lon— — — —len—ion---- n ? /I �1 �- — —ion-- - — / lsn— — - — Hog— — - s r- n - — —lon— y0 - —10n - — —10n— —-10n— _ — —I // l ion. —10n— Ion— TO U.S. \1ROUTE 29 \ \I�_1�n I - — —tin--� i Od\a N I I \\ SEMIN06L TRAIL I I \�\ \ \ \\ \ \\ r I u� VARIABLE 1#'DTH R/W \\ \ `p TRAFFIC \ I I a \ STARM \ \ \ - - - \ El/;I• DROPINLET \ \ ' \ I H ' \ TO'\=42 .4' \ \ 1 \ DROP INLET _INV. lN�(6�=425.5'— s -TOP �20�' IlV�=423.6' \ \ \ lNV OU \ \ 41 — \ d o INV OUT 4235'----- a��\\ \�_\L— -------'--------- - — — --- -_ —_— — — >_---------- — _ — — ----- — — — — — -- _ _ --� _ — - _ _ = — —------- — — - — — - — -- — — — —-------_ _--------------- E --- _ ________________________________ G � � SCCALE�10' 0 10' 20' E 18" ELLIPTICAL RCP — — —M— M— — — — —M— — —M— M— — — —M 1 M_# — —M— — — — —M r � U CRAIG W. 7. KOTARSKI Y Lie. No. 0402048507 6/ I5/ 21 M E 0 � o N Vi N C > E N E W 3 ¢ LL (� U. o 2 a0tc� Q _j V m Z W w .j -ui O duo a Z F i ~ pi� U)¢ U w W iteLL o i� Lnx vN Z C)Q F EN > Z� 00 ¢WO cc� Q a O Q (D 0 o S H > N p ti O w ujf,4,, U 7 ti y a z 0 DATE (n 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE • 1 "=10' •� r-F • w c z a J W J n O u c z 5 � N a C W V > Lu Z r =:) Q a 1� Ou _ Mw r/ NaU� < a N m �o o x W " i Q �_ n0 o 2 a c m U O D O 3 Z z„ K1 0 LJJ � a 0 o Q2 3 a m X C do g„ A C d `o EM 06 a f0 'a JOB NO. w co N �- 47165 S C V SHEET NO. n 0 C3.2 0 E FE —x--,'—x x --x X X WOODEN PRIVACY FENCEIon— — - x--- - - INSE inn— — -lr� inn CLEARS PROPERTY LINE BY 0.3' -- -1 on - . TI --- --- Inn--- --- — — T RELOCATE I 4" DIP WATERLINE Inn— — DlL PRIVACYFENCE HYDRANT &VALVE r U CRAYG W. 7. KOTARSKI Y ENCROACHES ONTO 45° BEND Lie. No. 0402048507 SUBJECT PROPERTY2.7' NEW 6" GV t� 6/ 15/ 21 6" X 4" H 20' LANDSCAPE BUFFER & 20' PARKING SETBACK TEE_ _ _ 45° BEND _ O r40NA-L EXISTING FR DRPdJT o 4" GV VALVE TO REMAIN a � lea ,a — — — — — — ry Vi E MANAGED STEEP SLOPES ' I RETAINING WALL I — —M— — M M _ (MAX HEIGHT = L I50' DRIVE-THRU SETBACK I APPROXIMATE LOCATION a LL 1 3 ANCHOR DIALu MOND PRO SEGMENTAL I TREELINE -MIX OF EVERGREEN AND DECIDUOUS Q I 2 BLOCK -NATURAL COLOR (ADJACENT TO RESIDENTIAL) OF EXISTING 12" DIP w U. `m ^ ~ I LLA WATER MAIN (RWSA) C � v Q0 z w „J„ — vi O PRE -ORDER BOARD d o N R ER POINT CANOPY WITH LEGEND: W N v 0- U DIGITAL ORDER SCREEN (DOS) I '� u Z 3: 0 x (n W � -pa - STANDARD DUTY CONCRETE _ U¢ N O U R25' / \ \ R25' HEAVY DUTY CONCRETE Q -- i 6 7 8 9 10 I I 00 U� LIGHT DUTY ASPHALT ¢ � OU \ i \ 12' DRAINAGE�SEMENT ° ° DB 1159, PG 232 i D \ ° \ HEAVY DUTY ASPHALT 0 m a \\ I R20' q o �. 8 OG, \ O � Q » 2 BIKE RACKS 5, LOADING SPACE DUMPSTER R20 \ I LLLLLLL PAVEMENT REPLACEMENT ENCLOSURE \\ SCREENING SEE DETAIL \ 12 LLLLLLL 2 DESIGNATED MOBILE ORDER ( ) o \\ e 3 ORDER BOARD O w Q ry I ° PICKUP SPACE SIGN w w o N c --------�� O \ i 2'C B NVS ° \ \ NOTES = Q \�h �� 11 TRANSI ON' 4 5 ° 5' 19.33' p c 11 �I J 7 - ° ° 10.17' \ \ 1. A KNOX BOX SHALL BE INSTALLED. z CG-2 ' : / I COORDINATE LOCATION WITH THE - - - - - . FIRE MARSHAL'S OFFICE. m DATE -F�---T I---� I �li 2'CURB SANITARY wSEWER > II I I I CUT CONNECTIO �R R 'fib .GONG ETE WHEEL :. ' : - ' . ' . is, SE 3/22/2021 :STQP{Tx�:. :-: DRAWN BY i II II Ilu I GREASE 4 o CLEARANCE A. FONTAINE I� IlY i I CONNECTION ° :3 :9r :: 12' I BAR DESIGNED BY 3 100' RESIDENTIAUDRIVE-THRU •• A. FONTAINE 27.93' 8.5' R5' FACILITY HOUR RESTRICTION LI • CHECKED BY - I Ili I I ih O LIGHT DUTY R5' R1' R2' RT III I I PROPOSED rMi ° ASHPALT 1" TYPE K li I I STARBUCKS _� - ° HEAVY DUTY • C. KOTARSKI Ili I ± 1,150 SF - �+ 5" BOL RD DIRECTIONAL ARROW COPPER _ NON -IL UMINATED� WATERLINE CONCRETE • • SCALE III I 2" TYPE K COPPER ` HEAVY DUTY I 1 "=10' WATERLINE HOSE z 25' 2"X 1" ASPHALT • CENTER OF DRIVE Q Ili I I THROUGH WINDOW BIB �; ° COPPER 45° • ° (3) DESIGNATED CURBSIDE BEND II I I 2 ORDER PARKING SIGN .III 7.5' ° M Q I IDD ' 8'8'� LIGHT DUTY monommummonow ASHPALT R3' R5, ANCHOR DIAMOND PRO I ° R5' v N SEGMENTAL BLOCK - o a ° NATURAL COLOR u 5 ° o P� S' c� I o 45° --- - - -°I� BEND __________===_�A I o _ z o I ���� I. ---------------- - J i SWMA-66"CMP U W STORAGE PIPE CG-6 0 J SWM FACILITY °. 2 ° - p - 5' o I DIRECTIONAL EASEMENT SIGN z Z o R10' DEED BOOK:_ ADA SIGN CG-12 It H c ��� i STOP SIGN o PAGE:_ � � � n LL °------- '� R15' _ _ I Q ¢` -� - - ----- ------ I I R8� G2 W > w ----___________� -�T, -_-b=--------- CG-2 -------------------------------------------------------- ----------------------------------------------------------------------------------------------- -- - FEDEX BOX_ L NdS 2' CURB ---------------------------------------- -------------- - L TRANSITION ------ -------------- a LL dS "EXITONLYTfHANKYOU" -------------- ---------------------------- O J DIRECTIONAL SIGN R39' �--� u o X L ---------------------------------------------- N 8" SS 8" SS 8" SS 8" SS 8" SSA 10' BUILDING SETBACK M J 3 N ; L 18'PUBLIC a I SANITARYMH LL ACCESS EASEMENT 24' ^' `o 1 TOP=425.4' I LL DEED BOOK 515, PAGE 406 �` l V Q a $ INV. 1N=4179' L DB 5151406A 1.5" WM D LL CONNECT TO I N w 0 O o i /NV OUT=417.7' L DB 1159/199 0'] o a L EXIST. MANHOLE _J go - - LL DB 1678/374 00 z z SEMINOLE LANE LLLLLLL 3 PUBLIC LLLLL CROSSWALK - CG-2 } r� �d m VARIABLE WIDTH R/W LLLLLLL 2' CURB _ — — J 9 E PAVEMENT LLLLL TRANSITION — — - 0 REPLACEMENT U D 8 CG-2 Om w JOINT / _ PUBLIC UTILITY EASEMENT O D 3 2" TYPE K COPPER " o / ...on— ----Inn----- DEED BOOK: zN —inn— — —inn— — -—_Lon— — - — —Inn— — - — WATERLINE — O Dn —Inn— — PAGE:_ TEL o£ —Inn— — UG JBOX MARK 4" THREADED PLUG AND 1 0 - —Inn— — _ — inn 2" COMPRESSION FITTING o 3 � a ---Inn---- I m= BENCHMARK SET I. —Inn— — - — —Inn— — - — — _ _ (�/� > x o �\ CHISELED SQUARE IN TOP I I — 1( SIDEWALK TE inn _ _ I Od `+ • J2. BACK CURB —iDn— inn— — - — �sn d o „i �� �. iDn----- Lon— ---- 016 ° ELEVATION=426.46' ` �` —.Lon— — - — uuu�iii��� T _ - — `1 0\ \ �1 TRAFFIC p ® —isn— — - — -�-INSET Tn Z e - ` on— — - — —inn— — L N I1 \� �\ —inn - — —inn— — I x3 1srr inn - T y 8 v� --inn-----inn-----inn -------inn _`_ —inn-- — e dg I I 4" DIP WATERLINE - - —inn— — TO U.S. ROUTE 29 \ ° RELOCATE 1�n� — - — a m °o I \ D CONNECT TO HYDRANT &VALVE —1Dn— — T� I SEMINOLE TRA/L °� II VARIABLE WIDTH R/W \ p EXISTING SIDEWALK I 45° BEND I o aI MASTARM \ TRAFFIC I NEW 6" GV I SCALE 1"=10' JOB NO. 2.2 ��/j �\ ❑ I6„X4„ H 47165 o �� a---� \� n !/ --- ---L _ -TEE - -- -- _----------� 0 10' 20' �8 -o / i \ — - - - - - - - - I 45° BEND SHEET N0. n o E ° o / - lb o a p EXISTING FR'DRANT 0 4" GV a C4.O �\ p' o a //. a o VALVE TO REMAIN d a F ,E I X---X----x WOODEN PRIVACY FENCE DRAINAGE AREA -x �-x- x---x-- CLEARS PROPERTYLINE BYO.3' TODITCH A - _ - - - - - _ - - - - - '469 _ _ _ - -470- EN PRIVACYF - - - - - _ - _ _ _ -468- - _ _ _ _ _ - - - - _ _ _ CLEARS PROPER7YC _ _466- _ DLLAP\ \ _----------_-------- - 465- _ - _ --------I------------ - _ - --= 6a6s_ -P.RI_V.4t1YAENC_E `-__ _ \ \` \` `` _` \ - _ -- ----_---_-- - - - - -_ 464 - - - - - __- _ _ __ --___ _ 46, \ENCROACHES ONTO__ -�,\�\ \ ---_- _-----------------------462--463=--_--_--------_ _ _ _ - �465- _ _ _ R98D/iES-Z7N0_ _��� - '459Sv646z46.,_= _ _ _ _ J�CL-PR?�PER� _� -4545, \ '- �_SUBJE"6-TP`OPERTY2.7'_-- `,,\ \'�_,`,,_------ ----- - - - - _-----461----------- -- '-------- ---- _ --- -�- ___ `__-- ' a5- --_ __ _ ------------ ------ - -- -460- - - - - - _ _----- -_ _-_--_ _ _--_ __�� _ \ - a4.454�454= _ _.87_i 8 - - - - - - - - - - - - 458- 459 = _ _ _ - - _ - - _ - _ - - - - - - _ - - - -_ - _ - = _ - _ _ = g4qg4r 4q_44La49 5_�_ 455 ----------------------- ----- ------- _460- - - `�__ 4.5434303`9 `�v 4 456----- --453 - - --J ---- 43i-< - - - - . - - - - - - - - - - - - -452 - _ - _ _- - - - - - l.702-A-CRE - - _ - -- -- - - - - - - _ - - - - - - - - - - 450-Qs/= _-------045BLQ5 OA'Oi1fJ0 -- - ---- --- -_-_- - - '----- --_ 120 w w w w 449- _ _ _ _ 5- \ - \-- -448-- ___ -__--- _ - -_-- -- _45 _ 4 ----_t-`-` --- -- -- \ 46 6------------ ------------ - _ _ - -- - -- --- -- - ---__-_---- - ` 11 33 433 gg34qq- - - - - - - - _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - _ _ s e MANAGED STEEP SLOPES I ----_ �\\�\\---------------------- _-- ___------ --- __----------- I --__ - ---_ _ �� ' _ _ _ _ _ _ _ 450 _ _ DRAINAGE AREA TO DITCH A = 0.17 AC 440 - _ _ _ -I- _ - - \`���-------------- --- --- __ ___---------_ --- _--------------- _- ---- _ _ C=0.30 _- 438- -\\\ \------ - - - - -- --- - ---_ - _-TREELINE-MIJC-Of-V€RGBCENANDDECIQU9U6_-_------- _ Tc=6MIN 34 2. 0^ ` -436 _ 437- _ TlV _ - - _ _ - TW , - - - - _ _ _ _ _ -rw - _ _ - - _ _ _ _ - _- - - - _ - ' - - _ - - - - _ I(2)= 5.0 IN/HR Q(2) = 0.30(5.0)(0.17) = 0.26 CFS I----_i--_`-_433_34_435� _ _-a33.7o'-___-_-434.99:--=--------------- ass8r _ - _4'.z4-_--___-_ aa1.1a 441.---- _ - 110 6.61N/HR Q10 0.30(6.6)(0.17)0.34CFS _ _ __ -- _ -445- ( )_ ( )__ - 1432 _ _ - - _ - - - - _ - - - - - - - _ _ - L - - - - - - - - I 429.35' 437 _- ----__ -\- --- - II-----_ 441.51' ,'-849------7 -� -----_ - ---- V(2)= 2.29FT/S(ALLOWABLE VELOCITY =5FT/S) -43583- - - - - -- I-- __- - --_ D(10)=0.22' O BW BW L BW \ BW g - -------------- - BW 1429.96' 43 \ - 1" 431-89' 33.24' 35.14' 440- I \ - \ GRASS LINED DITCH \ \ TC \ a \ \ W W W n TC TW - q39 \ n = 0.035; S = 7.0% .> 3' I q29 428.96' O O \ � � W 434.32' 439.49' � \ \ \ 120 \ \ I BW 119 434.74'I \ I I � TC `, _ DITCH CALCULATIONS i 2\ v� 433.39' ° '43 \ I I y TW 8 12' DRAINAGE__EMENT 1 1 �' \ \ TO 433.89 437.96' \ \ No Scale DB 1159, PG232 \ i I �C TC \ \ 432.56' 433 BW \ \ ` ROOFDRAIN NOTES: \ i 428.7K 429.11' \ ` 435.26' \ LP\ 117 ` \ \ t32.30' 433 ` \ \ 1. PIPES FROM ROOFDRAINS TO HAVE A MINIMUM SLOPE 1 II 427 83' ` \ \ I ` \ OF 1.0% OR AS SPECIFIED ON PLAN. % 427.90' $ ` 432 \ \ 430 42 \ \ \ \ 2. PIPE FROM ROOFDRAINS TO HAVE A MINIMUM COVER 428 \ 115 114 \\ --- TC ` OF2.0' \ \\ I I I I I I T A? \ 430 Tc 431 a31.1z TC 3. CONTRACTOR TO VERIFY IF DOWNSPOUT BOOT CAN I \\ 1 1 I y,28.16' 16 9 430.77' TO \ \ BE SUBSTITUTED FOR CLEANOUT. IF NOT, PROVIDE C NVS \ \ 428.54' \ 430.59' 430.98' \ CLEANOUTS AT ALL LOCATIONS WHERE ROOFDRAINS i I v I I 4 42 0' 6 428.36' I \ 5 _ \ TURN OR CONNECT TO PIPE OUT OF BUILDING. I I \ \ 74 01 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING AND UNABLE TO LOCATE INVERT I i h I I I \ TC - \ \ I / ° \ PROPOSED STORM INVERTS OUT OF THE BUILDING I I 2' WIDE CURB I l; ? I I \ a� FF=a2a.35' \ o ` ° TC I \ AND CONFIRM REQUIRED SLOPES, COVER, CROSSING CUT FOR I i I I TC \ \ 432.63' TW v AND CONNECTION POINTS CAN BE ACHIEVED. i / I \ 436.63' a� STORMWATER I I 428.09 � \ Q \ \ 0 CONTRACTOR SHALL COORDINATE ANY CONFLICTS OVER FLOW Ili 1 I I \ ° FFE=428.3 ' \ Yy� \ \ Q 433 77' \ \ WITH ENGINEER BEFORE BEGINNING CONSTRUCTION. ELEV: 427.85 i I \ D1. I \12 aoII\\\�> LP ' TC 11z \azzss' 11 12 �� \ 430. 2' \ \ I \\ 6„PVC \ 428.24' \\ ROOF DRAIN TC \ \ TC\ TC \ \ 428.36' I v3 ` 430.52' \ \ _ 431.54' \ l Ili I I I M PROP'bgED I 10 ` \ TC TC \ I I 1 I STARBUCKS _, _ _ ° ` \ Q� \ \ \ 430.66' \ 431.36' ±1,150SF\\ I I I TC FFE=428.35 �� 42 TC \ ° 428.�2 \ \ II \ \ \ \ \ \\ ally 1 I II\ 427.06'\ FFE=428.35' I Q\ \ I \ \ N T 1111 I I I CENTER OF DRIVE \ \ \^Illi I 1 I I I THROUGH WINDOW \ 6" PVC III I III t �90F DRAIN \ III I I I III DOWNSPOUT TO y1 I ROOF DRAIN T ` ( ) \ I \ 1 9 \ \ \ \ \ \ �\� (.� l 435.91' c 1l � I I I II N� TYP DROP INLET I I; I I I l .I 1 427.59' \ 427.73' ` \\ TC\ q36, TOP=421.62�. I 27.87' \ INV.IN=4171' a: i TC \ a3o.zz'\ \ 1NVO&F=417,0' III I X_10 II I \ ; \ az7s3' 9\ \ T \ 4 2.84' II \� A�'a I� \ \\ \\ \\ \\ 43 8' ____________1011 428.15' 427.67' I \ \ \ \ \ \ \ \ 108 A. TC 3 \ I 427.46' 7.6 42Z.75' TC 43134' \ 4z J261EX 27 1 I 1 \ \ 36" ACCESS TC \ 1TC 435.19' 430.18' \ Y\\ I \ 427.57' \ 429.87' \ BW \ i\p+Q �S.� I I \\ IC7I I \ RISER \` \ I \ \ \\ \FPS I 432.33' 3.OILET �'� '� '' I ' \ \ 4 , \ 36"ACCESS 10 2 T \ \ \ \\ \ \ i i' P� ' A`L5 \ I \ \ RISER \ 427.39' I 427.50 413.7' �i„�Q i' i �\ TC , AI \ \ I 427.45' TC \ 1 =412.4' ' 1y I TC 26.79' 2) ` \ \ TW 0 i l - I 428.23' \ LL �' 425.85' TC \ \ 434.63' Q .__. w BW \ \ a ------ �� ' \\ 432.77' I - - -- r------------------- ---------- ------ -------- .. ----------------------- �--- -- 1 \ \ FEDE 80.�' Y \ 427.21' \ - 1---------------------------------- ------- TC \ \ -------------- - a - TC N � SWM A 427.30' \ \ �-------- 1-------------- -----� � - I TW \ __- \2 4 30 L\F OF G CMP \a \ 1429.75' \ -- --- 4-19----------------- STORAGE PIPE F w `Q M pww ` g3 \ X TC 23 \ o .,�\ v • \ 9 o WITH WEIR PLATE \ \ 1 \ \'----------------- \ 7 \ N 8" SS 8" SS 8" SS 8" SS 18'PUBLIC\ \ \------------------------------- c I SANITARYMH I // ACCESSE$EMENT \ \ \\ \ -00 i TOP=425.4' I / N DEED BOOK 15, PAGE 406 \ • \ \ N \ \ o INV. IN =4179' / DB 515/406A , \\ I \ \ M m / I INV OUT-417.T DB 11591199 \ v \ 3------------------ --- DB16781374co I \\ \ \ TC z SEMINOLE LANE \ J \ c� �- - - 4 7 ' \ 5 \ \ \ \ \ \\ a PUBLIC \ \ \ a VARIABLE WIDTH R/W \ \ TC z \ < \ is / TC \ TC 427.03' 429.22' 430 TC- 0 / l 426.68' \ 427.42' 429.76' \ \ 426.95' TC I 429- O e' on 427.55' I 1 1 1 \\ \ \ �\ f - - _19P / _19n- - - /- - -4--1`Jn_--ion- - - - -1'Jn- 00 04 � _Zzl- Np _ 1Jn- - _ i r �II TEL 1 I o Ion- - - son- - - / / I I UG JBOX / / I MARK 11 -1Jn- rLn \ \ I \ /---11Jn-----1Jn--- 1` BENCHMARK SET \ I. 1 -1Jn- - - - - \a 3 \\ \ CH/S4ED SQUARE /N TOOP 1 +I \ ; , Ion \ _ - -I I / pd BACKqURB \ 1 - \ ion- - �1�/- - - - Ion- - / \ \ -1�n - I // // / �4 1 I 00 T - -19n- - - - -ion- 1 ELEVATfON=426.46' \ !1 �� TR F/Ccv Ion- - - - -Ion- - - _ 1 \ �/ \`o\\\ \ \ \ l 1 ,qF � \ 2--- / l�n---�rr� Inn -=--tin---- lsn- - T I \ \ �\ / J.0 -Inn --Ion--- / / / / --1`Jn1] - - - --ton- --L - - -ion- 7 -1.Jn- - _ - t _1Jn� _�� =lon- T - - -t°Jn- - \ on- s I I \ TO U.S. ROUTE 29 `�/- \ SEMINOLE TRAIL I\ °a I\ \ \ MATCH EXISTING S / ELEVATIONS \ \ \ \ VAR/ABLE I'�'\DTH R/W STARM \ \ \ \ I I I =' \ \ TRAFFIC \ \ DROP INLET SCALE 1 "=10' Ex TOE'=428.4' \ \ y--- ��-- \ \ o \ Ex \ _ \ \ H I� \ 0 10' 20' c _ _ _ _ / / \ +/-42765' +/-42786' 'I INV. I 6"-42$.5' \ _ _ 18"RCP __ �' _ ��---- -- - ----------- 4 --- a---.-----. E a \� c / j / \ � \ �� \ a o. \ �� .INV.IlV�=423.6' \ -0-7 Q \-�--�---o \ a \ -.--- INV OUZ=423.5' C'3 U CRAIG W. 7. KOTARSKI r Y Lie. No. 0402048507 ��'n, 6/ 1 V 21 A M E O � O N Vi N C > E ° E w Lu < um (n o U. O 2 L M Q j V w Z W w j -ui O ON O (:� W R Z F i t d Cn ~ R FOU)< U w W�t Lnx vN z O OQ U� =c>>� F EN > Z� 00 QWU � ~ ¢ a O Q (D 0 cccc > F CZ1rN\ V Ln ti y v z d\ O DATE In 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE 1 "=10' rT z a c J Lu J n O 0L Z= z Q� a Q W 0 c (W z Z r 0 n c `o U n/ LL M_j d a LLJ Nw 0 coCD2; ' Q z 00 ' ^ v, 62 c 16 E- n/ LL E o a c 0 m U 00 O c C7 3 rn /1tr1 z m O � 0 o Q � a 3 2 X C d6 �? m h A C .8 d `o 0g 06 v c a f0 'a JOB NO. 0 co 2 47165 C 0 SHEET NO. n 0 CJ. 0 c E I 00000 'i - -/ I i - _ - - -1 ( - - - _ - - -` ( I zz _ _ . �\ _ PREAREA IB " ` - - - - - - -- _ - - - - - - - - i \ - - - z \� 2 . UNDISTURBED AREA TO SWM A = - - - - - - - - - - - - - - - - - - - - - - - - ZfZ -�- �Z AREA=0.200 AC �y IMPERVIOUS AC - = - - - _ I 7 _- _- - - - � � GRASS COVER = 0.200_ AC - - - - - - - - , _ - - - i _ _ _-_ - _I -___- _ _ _ - - - - - - - - - - - - - - _ - _ - - - - - - - - - _-4'i9•.T 4'/ \ - - - - - >u+�la awru+- - - -� - - - - - - - - - - - g43430_�_�- _--- - - - - _ PROPANE TANK - L �� L I \ I II -i POST I N AREA 1 C 1 . I V I \ URBED ARE IC II \ I - I ■ ` I UNDISTURBED AREA TO API �C•I \ UNDISTURBED AREA TO API Ij I I �� \ ` // _ °'"`"iz ` - AREA=0.214 AC IN p \ I� IMPEAREA = 0.214R OUS=0. 88 I11c 1 I I AREA PRE AREA3gC /\ �`� / � I��\ \ `\ I I� �I IMPERVIOUS=0.088 AC �iIN 11 �i9 ` S 0.088 AC ry ! GRASS COVER - 0.126 AC \ IIMPERVIOUS\ I. - \I \ G -- RASE CO 0.27 I N VER-3AC I 6I 126 ACI I I \ d�I \ C V IIII I 1 G - \ I RASE COV I ER - I IB. I030 I PoSTAREAID N PRE AREA 2A I DISTURBED AREA TO API \ I I I �1 AREA = 0.088 AC AREA AC \ IMPERVIOUS = 0.063 AC 1 \ IMPERVIOUS - . I OU - S .14 0 2AC I � GRASS - I �, I I COVER- ` - � \,� GRASS COVER BS I - � \ 0025 AC - -_-- I G I _ -_-- I GRASS COVER D I - I \ \ SOILS) - � + ANALYSIS '/Z� \\ \ \` o \\ \ ` \/j Iss \ L ANALYSIS POINT 1 /+, a I�\ \ �, f \ �, / \ /3 I POINT 1 Ny^ \ p2 _ � _ _ _ _ _ _ I _ / _ \ I I ---- - - 6" SS 6" S 6" SS " SS \` S , ` `•. \ 4V V� �•'�,.J-•�` / W �\ I----L__--_ ` a" ss S" sj 6„ ss ss -i�MO� / \ \ \ FggFN.- r /f \ \\ 1 - G --I °,�Eia -PE_"= 0 I \ \ ` - \ T� \-ton- Ion / / r/ I IP31inn o \ \\ \ \ --1 n ) Inn IWO ---\ I NI M\� /I \ `\ • \ \ l� l�n�y= 3 \Ion - �r ,9n= n M r \\ ANALYSIS \\ I • • "•I,/ )\ �\ \ \ ��t ANALYSIS \\ •"slag �. \ \ POINT 2 i 1 \ \ N \ \ j\M M \ 1 \ POINT 2 1 \ ____ __ \ ` 0.3 M/LEE TO �/Y1 U.S. ROUTE 29 ` 0.3 M/LES TO \ R/VANNA RIVER PREAREA 2B SFM/NOLE TRAIL ^' \ \ RIVANNA RIVER LANE \ ` AREA=UNDISTURBED .288AC AP y R�{y \ LEGEND I IMPERVIOUS =0.062 AC / GRASS COVER (S SOILS) = 0.146 AC / SCALE 1 "=30' I GRASS COVER (D SOILS) = 0.080 AC UNDISTURBED AREA PRE -DEVELOPED 0 30. 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. 419.641 23 STEEL - - - -- PLATE 1\LL-71YEAR WSE 41964 I 5.5" ORIFICE ELEV. WITH TRASH RACK 418.00 INV 418.00 SWM A WEIR PLATE SECTION DETAIL Inspection Activities Su ested Schedule • Aller several storm events or an extreme storm event, inspect Ibr: sign> of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris; clogging of the outlet structures and any pilot channels; excessive erosion; sediment accumulation in the basin and inleUoutict structures: tree growth on dam or embankment: the presence of burrowing animals; standing water where there should be Scmi-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 are free of debris and arc operational. • Note signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Annually • Check for sediment accumulation in the facility. • Check for proper operation of control gates, valves or other mechanical devices. Maintenance Activities Suggested Schedule • Perform structural repairs to inlet and outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control gates, valves, or other mechanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove sediment when pond volume has become reduced 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 10YEAR 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) TIC =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) TIC =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 \ I POSTAREA IB ' '.� UNDISTURBED AREA TO API -' VIA SWM A AREA = 0.231 AC IMPERVIOUS = 0.000 AC GRASS COVER = 0.231 AC --. y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ \ \ ......... _ ...... .... ...... ......... ...... .. f. . ........... \ \ PoSTAREA.IA AREA TO AP1- :':.-:.:_:.^�•::. .: VIA SWMA .X:.:..:-.i': r:•:-rrr \ • AREA=0.329 AC IMPERVIOUS •-•- ...... _...:........ SS CO ER-0.082 AC •-,., ... ........... . ...........-. .... ............. - -->•t---------------------------------- - \ )_ POSTAREA2A - \ \_ \ DISTURBED AREA TO AP2 a'' I _--------------- AREA=0.167AC r \ `\ IMPERVIOUS=0.120AC \ \ GRASS COVER IS SOILS) = 0.020 AC ` I I � \ GRASS COVER (D SOILS) = 0.027 AC \ I \ AREAS GOING TO SHEET t FLOW WITH NO CHANGE IN \ COVER OR GRADING ton- -�-ion t n /I) i D_. -\lDn- - -fLon- - 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) TIC =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) TIC =6 MIN 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) O(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 O(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)/RVDEVELOPED + 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) G U CRAIG W. 7. 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