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WPO202100003 Plan - VSMP 2021-08-25
STARBUCKS - 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 WP0202100003 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 C fn 8/ 25/ 21 Ui 0 0 cD 0 0 0 W w U Q z 0 0 r W O � a OU Ce ti O w W p o2i a z0 O U m c = Q O � J a � Q U J ~ uj C a rx Q > > Q w Q 0 DATE 3/22/2021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W 3 z a V^J` N 3 W 0 3 J N 8 0 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. I. KOTARSKI Y Lie. No. 0402048507 0n, 8/ 25/ 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 SMN9 AM ReVO Sft[ 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� sartaGO Mount �E 5 1 6" DI CLEANOUT COMPACTED SUBGRADE � 8/ 25/ 2211 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 AD 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 G. �� �• 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 w� S. ww " FLAT SLAP TOP M 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. Sr-1 (,': HALF SECTION A -A I- w aa 3 apartment complexes. The 3200Series KNOX-BOXholds keys, r (WITH FRAME AND covR REMOVED) COURSE - SM-9.5A < m ; 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 _ 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 /' °" CRIETE TINGFoo -- -- compartment g > • Ensures high security. Box and lock are UL® Listed • Includes aKnox-Coate proprietary finishing process that protects Knox products up to four times better Flange (BGB6 Model only) DIAMETER ) �4'-8"t (2 x WALL THICKNESS SECTION B-B BRICK CONCRETE OR 7"xT'1lange (reweeacd 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 TO32 INCREMENT 0.45 0.582 OBTAIN TRUE 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 H y h COMPUTING CONCRETE QUANTITIES. 3 INCREMENTS TO BE ADDEDEACH C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. .Z-, O it >< U W FOOT OF DEPTH. D. THE 2000 INTERNATIONAL FIRE CODE. \\/\\\\/\\/\\\/\\\/\\\\/\\ Q G ~ 4. MATRIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. C U) = N N Z U 71 Q 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID COMPACTED SUBGRADE = > � O Q 3. a BLOCKS ME USED THE MINIMUM THICKNESS OF SAME B TO BE 5". CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY ¢ a ORM TO WWALLNTHCKNESS SHOWKNESSES AM N FORS WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 0 ry > Z m Q CONCRETE. BALL CONCRETE To BE CLASS A3. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS � T O ¢ 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE 00 CD w �' Z ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST d Q ALL MA IN IDINCLIAEDONTHE GALVANIZED BY THE CONTRACTOR. 0 USHA k IS eo PRICE FOR THE STRUCTURE. Q (� Q a m m HEAVY DUTY ASPHALT PAVEMENT SECTION Vi 3200 Recessed TYPE B PARALLEL APPLICATION ROADWAY GRACE IN PERCENT MINIMUM RAMP LENGTH IN FEET d" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 5 9 4 8 12 5 10 15 6 14 5 LNUING 48.1MA. DIAGONAL PLACEMENT SLOPE ONG,a:IMAx. ONG.e,MAx. CONCRETE SIDEWALK PAVEMENT SECTION JCL 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 a R MA, pp IMBEDDED 24" IN GROUND ON C4.0 L 4 CONCRETE CURB II CURB 6' R- �4 1� O oafi 3 HANDICAP SIGN WITH BUFFER STRIP 0 LOCATION (VAN) REFER TO VDOT STD STP-1 DETAIL CONTROL JOINT SPACED CV ce WITHOUT BUFFER STRIA' FOR MOUNTING REQUIREMENTS' p AT WIDTH OF WALK (MAXIMUM) Q J o '`Y/DDT SPECIF ROAD AND BRIDGE STANDARDS ICATION 2' 4 f+ti 1 , , > @ CG-12 DETECTABLE WARNING SURFACE REFERENCE n EXPANSION JOINT AT MAX W s 1 } SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 FACE OF T FACE OF OF 30', WITH PREMOLDED , ^ > Q a 20}.m o7n6 VIRGINIA OEPMTMENT 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 M 18' 18' CONC. WALK O W O HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CG-3 IN LINEAR ET)/ ' GENERAL NOTES: DETTEECTAB E WARNING SURFACER(AREA IN SQUARE YARDS) PAINTED 4" 0 o 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. PER 4n PAINTED J 06 t 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR y�% DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RPMP 12'1 MAX VDOT STRIPE - - + t.4 ' • a' •°. ]� 3 THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48'1 MAX aC-.'.%4'.4.!-•� •. c SPECIAL DESIGN SEWARNING SURFACE MON FOR D SHALL BE SUBMITTED TO THE STANDARDS MD SPECROVAL.. (TYPICAL) '�'': •" A': ` ? .,� :. ^�:;, �, '.i : _+_.. ;y _ _'...' •' "' "1<:y.'..el�•' °..3 c U/ Ttj�? 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 9' 9' )�� '.•4' - f - - 4 • • N W w O FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. cov 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX ACCESSIBLE SIGN AND POST DETAIL ' Q CL 2 o THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 101 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS 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�p1M� 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 PLANS 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 h _� PARKING PARKING CR 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 CROSSWALKS 00 AS SHOWN ON PLANS OR AS DIRECTED THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 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 1�MN��, 12:1 MAX ; a J N PERPENDICULAR TO THE CURB. 5• Y xx * U EX. SURFACE w SLOPE UNLESS OTHERWISE �LTY MKTY 2' FROM EP ~ s 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ,�. COURSE X SPECIFIED ON PLANS 0-�RE $W-�RE OT « TRAFFIC. REFER ACCOMMODATE THE TURNING TO STANDARD CCGI3MCOMMERCIAL ENTRANCE ENTS OF ANTICIPATED HEAVY (HEAVYTRUCK 4'MN 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. ,SAME AS TOP OF CURB PAVEMENT 2' MIN. PROPOSED 7 1/2 U LENGTH C THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. > - 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C SURFACE VAN 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 . 6' ABOVE 5" O ENDING AREA MAY INCLUDE THE GUTTER PAN. - x C TRUNCATED DOME m N O 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C FINISHED FINISHED d'E-M 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. "- 0 0 0 0 0 0 0 0 0 0 0 _ PAVEMENT ANCHOR WITH 5/e' REBAR o 0 0 0 o O o o 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 0 0 0 0 0 o PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING 2 PER WHEEL STOP E o000o0000000000 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 RISE 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 DIAMETER 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 %,VDDT 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 NYLOPLAST 1211 DRAIN BASIN: 2812AG X 4'MIN 01 6" MIN ON DRAIN BASIN INLINE DRAIN (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANSRAKE OFF) REQ. SAME AS MIN. SUMP) 18' MIN WIDTH GUIDELINE t. . a B' MIN THICKNESS GUIDELINE (5) ADPFIER ANGLES RIABLEO' SBP TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR MORNING TO PLANS GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 70D1.110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6- MIN BASED ON 014.95 1201DI APPROX DRAIN AREA • 39.75 SO IN APPROX WEIGHT a 15 LEG Y WW♦�^^^^A MANUFACTURING RFAJ TIEDHOPIESHOWATEFGIGHTJOINT (CORRUI\/mG•A•T•ED HO�PEIIS�H1\OWN) d•MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (4) VARIOUS TYPES OF INLET& OURETAQAPIERS AVALABLE: V- 17 FOR CORRUGATED HOPE (ADS N-12iHANOOR DUAL WALL, ;! �'i '� CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. ADSMANCOR SINGLE WALL),N-12 HP, PVC SEWER PO SOR 35), BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PVC DWV(EYZ SCH 40), PVC C9001C905,CORRUGATED &RIBBED PVC THE BACKFILL MATERIAL SNALL BE CRUSHED STONE OR OTHER PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. GRATE OPTIONS LOAD RATING PART# DRAWINOi a17.& GRANULAR MATERIAL MEETING THE MOU IREMENTS OF CLASS I, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PEDESTRwN MEETS wtO i2sal ]ot-nwW CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, STANDARD SOLID COVER MEETS H-o MEETSHm oath 12ti 7Wt-Woos 7.1-11. BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. FEce5THIAN BRONZE wA 12aacGPB 1.1-11. PLACED BCOMPACTED UNIFORMLY IN ACCORDANCE WITH A5TM D2321. BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE DOME MA Caacc0 7.1-11. PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH AS TM 02321. DROP2NGRATE uGHFIAm loin 7M1141DMt 1- GMTESSOUDCOVERSWILBEDUCTILEIRON%RASMAWB E70MO0. W RH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH ORAWNBY EBC MAIDGL i1M W0.0N,t A4E 2- RMMES SHALL BE OUCTILE IRON PER ASTM AMS GYWE7UbU06 NYLCPIMT HAS PROPRIETARY RIGHTS. THE RECEIPT BIIFMW, mums DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES 1HISFRIMDISCLOSED SUBJECT MATTERIN WHICH NYLOPJST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWXBY LJA MATERIAL IIW WRDIM AVE BUFORD, GAW518 ORP1333ESSION OF THIS PRINT DOES NOTCONFER, PATE 4WM PNx 1)iY19L 2H] 3-DRAIN B/$IN TO PECUSTOMMANUFACTUR®ACfpROIHGTOnPN DETAIL$. OR POSSESSION OF THIS PRINTDOES NOT CONFER. Mn O1flaF RAAI'gaspe CRATE Has LIGHT Dury RATING TRAN PER, OR LICENSE THE USE OF THE DESIGN OR FAl11TID19R-2AMI N�T�� HS7( RISERS ME NEEDED FOR WINS MR W DUE TO SIFANG RESIRICTKM3. TRANSFER, OR LICENSE THE 151 OF THE DESIGN OR TAT� + FA%G1019J2-21M 1\-��JJT,�O aSl oot QUALITY: MA ERIA SSHALLCONFORMTOAS1MA53fiGRADE]050A5 RFW9F0 BY NMH PROJECT NO.NAME INFORMATION H WN HEREIN TECHN CALS 0 ✓ wmv.n ID IaaNu.cwn Y P EDRAWIx ry . -11 SE G OTWI OW5 TE HNI AL INFORMATION SHOWN HEREIN Netuaugm C C flEN5E0 BY NMX PROJECT XOAIAME N'^'A''^Y1oA REPRODUCTION OF THIS PRINT OR ANY INFORMATION 4. ORUNAGE CONNECTION STUB 41W TIGHTNESS SHALL CONFORM TO REPRODUCTON CT THIS PRINT OR MY INFORMATION TTIE PAM:CA$T CASTINGS ARE FURNISHED WTHABLACK PALM T1LL CONTAINED HEREIN. OR MMUFACTUREOFMY RATE 0}1148 oRAIMBASM&INIME DRAIN ASTM D3212 WRCORRUGATED HOPE R12AMNCGNDWLWALLI. CONTAINED HEREIN, ORMANUFACTURE OFANY DATE 0}1110 SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABIUTY MTICIE HEREFROM. FOR THE DISCLOSURE TO OTHERS NONTGFFIc INSrAIAATIOx M12HP,&PVCSEWER ARTICLE HEREFROM, FORTHE DISCLOSURE TOOTHERS 1tN GRAIN BASIN WICK SPELNSTALLAiDN DETAIL ACr AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF 18FGiBIOLEN,EXCEPTBYSPECIFILWRITTN 5-ADAPTFRSGWPEACGNTB]ONONYMMED'TOSW'. TODETERMINE MINIMUM ISFOOOMN,UCF BYSPECIFICWA M JUSTICE, 23CFRPART36. DWG SIZE A SCALE 1:25 SHEET 10F1 DWGNO. IM1410411 REV F PERMISSION MOM NYLOPlAST. nnsMur MGIEBETWEENADAPTE MEDRAMNGNO.TIM1-1111012 PERMUSION FROM NyLORAST emT"wrvy DWGS� A 9CAlE 1:20 SHEET 1OF1 DWG X0. 11101.1101M1 REY E GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24' IN e" 8" 8. all MIN MIN. MIN MIN., O O, 6" BEDDING #68 STONE He STABLE SOIL ROCK As SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a' I INITIAL BACKFILL a MI UNSTABLE a" Be B" e" SOIL- _ MIN. MIN. MIN : MIN. #68 STONE GRANULAR FILL AS :2: ,>•:y7.<; APPROVED BY ACSA 5 A 1 bCK' STABLE SOIL OR ROC 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 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEET) W.YD. W.YD. BEND L HE T L H T BO 250 2.50 3.01 0.24 q• � 8• 45 200 2.25 280 0.15 200 225 2.50 0.15 221/2 1.50 2.00 252 0.10 71 1/4 I.50 2.00 250 0.10 90 3.88 3.1E 3.21 0.4B 8" 45 288 2.88 2T7 O.ZB 22 t/2 1.88 2.18 289 0.13 3.1E 2.91 2.8E 0.32 17 1/4 7.6E 2.1E 267 0.13 BD 4.83 3.83 3.42 0.83 ISO" 14 12" 45 3.33 3.58 295 0.43 3.83 4.00 283 0.52 22 t/z 2.33 2.58 288 0.24 11 1/4 1.83 233 284 0.78 AlIllmode County Hydrant Flow Date of Report ServiceAuth4rity 3/16/2021 ServinB�COnservirtB ��� Test Report YA Ernest, Awl Churroaa5n0u VA 22911 (,aa)9]715„ Location SEMINOLE TRAIL Pressure Zone URBAN RING Date and Time of Test 3/18/202111:02:00 AM jMIigutes of Flow 1 isie Ioipe Size (Inches) �T 12 _ -_ Pressure Hydrant orgy 11787 4' 'Static Pressure (psi) - 105.5 'Residual Pressure (psi) �_i 87.2 ICI Q20 Looped Ll Q20 Multiple Inline Hydrants 420 Single Flow Sprinkler Test Single Flow Flow Hydrant #1 11137 Pitot Pressure #1 (psi) 47.45 Yellow 1 Test Flow 1 "- 1161 Flow Hydrant #2 10504 Pitot Pressure #2 (psi) 63.06 Yellow 2 O Test Flow 2 1323 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 - 0 Total Estimated Flow (gpm) 2484 - AWWA Q20 Calculation(gpm) 5710 (No value m Q20 indicates insufficient pressure drop for Q20 OR a sole sprinkle, test) Comments Hydrants opened all the way. For method of calculating purtflowvi th a red Pollard Arfuser. see or 13, Walsk-and Lutes ande 19901aurnal Management and Operat..a ANNWp For yellow Pollard dxfusers a best A third order normal al equal on of the Pollard flow vs. prior pressure gauge is used. Estimated Consumption (gal) 2484 -- ,Foruseforwateraudit /''� /►�� /� 'Signature ofTester: A r •r •ar r m r . r r p✓� J •:r 1 El \I WATER 2500 P.S.I. M.J. GATE VALVE LINE SPROMETMYRIGHTS. THE RECEIPT BUNGM GA 0518 1.. ACTUAL DIMENSIONS MAYVARV i N F N OF THIS PAIN DOES NOT CONFER DATE MW1 14011770 DIMENSIONSARE IN INCHES HE DE N UCENSETHEUSEOFT SG OR CNMATDN SHOAN HEREIN VOFTHIB PMNTGA MYINFORM4TON REIN, OR MANUFACTURE OF MY 9WtA, FORTHEDISCLOSURE TOOIHERS FAX 770 9322A90 1 1 ast N'mYnYloplestusuam GRATE MEET$FY2(I COIL RATING DUALITY: MATERIALS SHALL CONFORM TO AM A535 GRADE 736005 PALM: CASTINGS ARE FURNISHED WITH ABIAO(PAINT LOCKING DEVICE AVAILABLE UPON REDDEST SEE DRAWING NO. REVISED BY EBC DATE &IMI PROJECT NO.MAME✓�O TntE 121N DROP N EXCESYLCNMT. E%CFIT BYSPECIFIG WRIT® mImAT 70D7116033 a;; 9SU A SCALE 1:0 SHEET 10F1 DWG NO 7W1410a21 REV D CONCRETE '• 8 n 2'x 2' BEARING AREA. THRUST BLOCK -..ad n a .. a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 1124 6•. /, P -� . _ csaHranln nServica, Ownership ✓ -. " 289 Not In Service, ACSA Owllad - \� 29 6 ' NM In SBrviw, Private Owner In 9erMce, PHvare ownership U,4` 2325 In Bervice,ACSA Carried 91P • 0 ' --� L ACSA Water Service ACSA Fire Line •"" a �o. - oR' 2295 _- i CSA Water Main y 229] �` {I Flow Hydrant z2s3 P r" MM 124 �Op,p 3, °qe asy a� Ape '� 111372291 ACSA Pmud e e Ownership 29 SAWatrMain sil tility Type 2135 .00 �-Powele water �b - 438 Raw Water L •� 1 - 4 �- 7 CM Water Lines 1 �]� �.. A 2275, �L P / y 904 tr00 qQo �3509 Aa 4, W \\ Test Hydrant o- ego ���2o trotr - 3sai' 3sto Il 3508 9T5 111787, 2236�i� 3505 110650 1083 Flow Hydrant 1 3so3 asoB �orom 4� I I Tyl wd e'v,:: 06 NF I 3s04 L 1� 1123 �p 050 3500 trIP � I ✓t I i 210. • O 305\ 9 2231 0 34is 461 6 / 432 YS. .took' I/ a0R"" �trp%468 A2&1Sa ons 341 4S�2_.s t - 20D/ \Mo - ' 10201651/N� .�n- o15CLAIMER Dore wa Ito and all ppr grated th' pae-m dear 9 Is y t erer a Irp Th private 'anceyss tended( ry Val Deem ,opt 'hare N pennant ndGeneral pence rheraye n mI p an'updat ce ate W E ffE ami RG 4.FMMIIr 14m ProseuMtY Pro nts Wo etenlch Pr Yn any Pear!nd the M1 of Nisgintan Amorbou ireu mtrge Phr t veegcti p m{p pall rind rog a1mal alb only andanaloche paud S Service Aut •rity a An. modm� mnaAumon a p not al mormahe Pam' mrnood pu aetmtanaepn. m GnteNACSAerautgm pace wutymcau n. 0 125 250 375 500 A"MI Id ocpm,accunhauyna Feet Dstr Plenimethc DaM Pmcem acowry aucemane ACSA StaRMM/DDRDTY SMY°96Comigarvt9 a 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-6D TD-11 1' COMPRESSCN x 3/4" MALE PIPE CMAPLMM OR APPRO EQUAL NOTE NO SMEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. Q FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SEANCES. �2. R -IMPRESSION x 3/4- MALE PIPE COUPLING PPROVED EQUAL OR USE ON DETACHED SINGLE FAMILY BESDENTIAL SERVICE WHERE AN IRRIGATION AMR IS NOT PROVIDED. IRON UD -FINISHED GRADE 397 MIN. COPPEREII 1/8 BEAD COIIP11720-\ k METER asu.'t'•-atN A ••sts CORPORATION STOP asu 7i•r' y:"� BRICK AS q NECESSARY SAND OR DUST UNDER ...A.. :l+s .'y Na; r.Y.,',tiNI 4- DIAMETER GRAIN PIPE, 12" B"XMAN TIVICETIERR((' INCH .y-s`S."''� i1'y�,�}: LONG STONE POCKET, VODT 1� ,(;{ ' }„ta�1A SPEC. 203, NO.. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. II TD-10 358 1299CGC APPROX WEIGHT WITH FRAME=3B.9D Ul 13.56 13.38 ARY RIGHTS. THERECEIT O DATE }1-06 DUCOIERON HE USE OF DESIGN OR HE USE THE DESIGN O HEREIN BHOWN HEREIN REWSOBY EBC PROJECTNOAHANE UNTORMYINFORMATION WUFACTURECFANY ME DISCLOSURE TO OTHERS DATE 11610 SPECIFICWRITTFN DWG Sea A SCALE 1:5 SHEET IMI AST. emipxnaH.wT J oplas>t FMIn ".. xxwnybplMue.um 12MMxMCBYFAABBEMBLY 70M-114204 REV C COVER LIfT NOTCH 12 3/8" WATER CAST IRON LID NOTES: A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 24 all IN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INITIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. S-3 TD-34 ►� Sal U CRAIG W. I. KOTARSKI .ID' Lie. No. 0402048507 8/25/21 M E O � O N Vi N C >E W w E � v w 3 ¢LL 03 (O o U. 2 4 O L M W ¢<J V00 Z Z w -Uri 0 Z in AM FA ON Ill- 0- V) 0 O to ¢ (n LLL o it Q J ILL.Z� all LIJ � C)x vN 2! OQ ¢ � O U� O O U ON w �� v¢ H_ MCID _1 Q U U ¢ � H �j¢L, 0 J U Ln CE: O j j W W W M V)0K KU)d�EL O Q > > Q cc x H N W ~ N \\\\ U Q 7 h 0Ln ¢ 7 W W Z 0 LA DATE > 0 312212021 } DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI SCALE N/A w c Z M J W J 0 n O a C N z lialial N Q vi o LU > J ° s N �}QF Z Y LLl a Taal0 (� M J Oil 3 r/ NavJ c 2:�Ja N 00 m L_ o Q 1 °z 0 a 0 o 2 F- m -6 O a C m - U O 0 3 in Z„ O 0 1 F F M o F N F W o Q3 a laaaaaal m as B as or X C B O iE 3 m m A C sasals O c - N O V O v � 2 a f0 'a JOB NO. be o N PIT 47165 c m w C 0 SHEET NO. n o C1.2 wo did E I - Y -T (685mm1 12'-3' (685mm) 2" # g o �IA fo NgWIT H TH CLEAR ^ ® _ E v MLXff ®l DSTAIN UOrnnUTINT04'X4' (12211mS UI II EKED BETWEEN ENTERED °7 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 rBA rENs U CRAIGW.7. KOTARSKI P 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 8/ 2V 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 s° % o'(szsmml - Or ONALO 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 BV 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 Owners 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- OV v �rezonin application ZMA No. 045B1-05-OA-01100. By: -1AhyaYlL G06 °" Wn¢ Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle �n G; L wp 0 County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be Title: I , t o a f/Y U = � o p Q o applied to the Property if it is rezoned to the zoning district identified above. These conditions are F ¢' N j proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are o ?Oi j Z Q reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. U Q g Y Do UO �j¢, Q QU)U Proffer I. Uses: The following Uses will not be permitted on the Property: m am / I. 24.2.1 (5) Churches,cemeteries; CQ `J o w w 2. 24.2.1 (6) Clubs, lodges; = V) a Q Q 3. 24.2.1 (13) Fire and rescue squad stations; -- � I a Q a 4. 24.2.1 (14) Funeral homes; 0 Q Q 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; w N N N N N 7. 24.2.1 (41) and 22.2.1 (b)(3) Religious assembly use, cemeteries; >u F 8. 24.2.1 (41) and 22.2.1 (b)(4) Clubs, lodges; u p °; � CS On 9. 24.2.1 (41) and 22.2.1 (b)(6) Fire and rescue squad stations; z v 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, BSA CORRUGATED METAL DOORS; FINISH TO MATCH BUILDING OPEN WIRE CANOPY W C MESH [-GALVANIZED STEEL TUBE, a TOP SEAL AND PAINT TD N OPEN WIRE ti PROVIDE LOCKABLE, FREEZE MATCH DOORS (TYP.) BE PLATE MESH ® LIGHT FIXTURE POLE. PROOF HOSE BIBB AS REQUIRED BRICK ROWLOCK CAP j U m MOUNT TO TOP OF B' BYJURIBQICTIONEA O „ POSTS ENCLOSUREWALL CONTINUOUS CONCRETE G LVA ZED WITH MASONRY c m • 11Z HOT DIPPED FASTENER. I FOOTING CENTERED ON WALL BRICKROWLOCKCM- REQ oA�aNIIDBTEEL m = b®E,^, r___ _______ ______ ___ _tBEE STRVCNRAL) FULL WIDTH OF WALL N LEVELING NUB 52---------------- - RYA) I S"STL.80LLARD; GALVANIZED GALVAN ZED W/1%SLOPETO O NON-STRUCTURAL 4 I 1.g I SEE DETAILErR b LOCKABLE LOCKABLE OUTSIDE w BASE COVER a I SLIDE BOLT SLIDE BOLT m N TURA. WE V 0 O ENGINEERED .-- $EE LL DESIGN CRITERIA DETAIL ONG FOR ADDmONAL I 1NFORMATgN 0DIA.X2PL 2 VANIZED ANCHORHIXi R006 O I' ONCMUBNEER WTRI20' EMBEDMENT; PPROIECTON ABOVE .;< OW. .. ,_.. •:'�.> .. RYA. AT EACH PLATE) NATIr O.C. O •t _< .fie w.,..ow '": '- EACH WAY, TOP•-,,_•�,� g. CLR 4 CONTINUOUS CONCRETE FOOTING CENTERED E4IPECNC FOON ,G ENGINEERING REGMREU BY LICENSED ENGINEER ON WALL SEE BR ONSTRUCTURAL)WALL DTE DOS CANOPY GROUND FOOTING FLAT BLACK FINISH - FIELD PAINTED Aw] ORDER POINT CANOPY OLYMPIA BIKE RACK - SKOLY No Scale No Scale DTE PEAKER POST- DID 14148 5, 112Jcm] r—� 9-0. w 4 C318mm] o H use cLEnRnNCE¢ kid; usalmmT F �1• L2s4 )JG3� o S-6' `#z STEELTUBE 33y °w L853CmJ� #1 CLEARANCE BAR HEIGHT a O MAT REGUIRE AW U6TMENT Z TO ACCOMODATE CURB AND/OR FOUNDATpN f HEIGHT. MANUFACTURER NDN. TO PROVIDE (213D' CABLE _ G S C �lJ2ETIE '. 6 ' I I _ J F I r---------------------- fl GATE SWING MIN. 118', V III POST. I I F� TM° i i MAX 1Z0' % I I ) I i i I II I I I I I II I II I I I I I II B'(tSGInQI,ECX I I I = ��� n E I CDN[NETE SU,B I I I __-�L I I II I II I \ \ I ,N-FLaoRBLnPE® I I IJ i \\ I I L � I ----I---------j I b I I 4-D'PXEAM I r 1 I TRENCH GRAIN, I I PROVIDE TRAFFIC RAZE➢ I I I I I GALVANIZEDDRMNAS I I I I I REQUIRED BY I I I I JURISDICTIONATEACH GATED OPENING (I DR.) I I 8'I1Wmm)HIM I I WHEEL STOP \\\ I I GOPRINUOUG I I I I I I ON 3SIDE5 I I I I \ I I I I I I 3 \\ I I ADD] \ I I I I I I I LJ I I I � BRICKVIENEEIR ON OVID BLOCK WALL BRKKVE EER ON CIVIL 1��������������� • TO MATCH• II III�� II I I BRICK WALLII II II (I II II II I -TO MATCH II II II I II II I CANE i BOLALL TS .. BRICK CANE O DUTY I ���������������■ IIIIIIIIIIIIII I IIIIIIIIIIIII BRICK I� I Ili �I ���������������■ WALL LTS MATCH ONCRVING ORSIRUCTURAL FOR REINFORCING ENCLOSURE FOOTING; SEE FORSEEAND L --- • 0 R •nELEVATION © • FULLWIDTMOFWAUL BB � OUTSIDE MUMSUOPE BRICK E MEMBER ■���•••••••••�•••••••••••••••••••••�••��1 , STRUCTURAL - BASECOVER LEN THS FOR U H p-B ADJU6TMENT$ E 57Y" F NGkkk������EMBED b Y { ONCMU _ r WALL BASE PLATE MIN. m 165 dCml FIELD \ I I E I II 1 N N BLOCK WALL �O`« NATIRAL FINISH OR ENGINEERED 'AVG. C CURBANDGRADEMAY L------------------------------------------ }_J I V F BOILUB) PANE TO NATG'I per, O 3 6Q FILL VARY PER LOCAnON , #1 - 5••x5••x/a• [6mm] SQUARE STEEL POST11 #2 BANDS GRADE WALL = ROAD BED VER/WHITO SVILOE REFLECTIVE TAPE n FLOOR PLAN ■ ' -III u '9 #3 - WELDED STEEL REMOVABLE CAP i �/ % C 23?216 W/ POWDER -COATED S-S FASTENERS • NN 0 (d)yd„olA.xas Lorvc cALvnwzeo ANclon eoLTs r w ao6J m� m [0p I�rr�I J__L_.___L ___J LLL JLI 3 d m C FATTER A8TIRRUPS®WTH(6) 4'O.G•18'O.G•TOPP6', THEN 11.0.0. THEREAFTER o b D0. DO IN.CONOT D OVERR. 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- r- O m Iwq <2 w a s K ZO < OLD r--- r--- I I I I ENCLOSURE FOOTING. SEE STRUCTURAL FOR 1p U, 0 .. .. FOOTING SEE I I I I I I I I I I I I I m [00w � ¢ L________________________________________F___ SIZE ANO d 0 0 — - RAL7021 BLACK GREY, 10% SHEEN, EXT BOLLARD NON -ILLUMINATED SQUARE 14103 STRUCTURAL r---1_y___J____L____L--- 1--- J____L---- L--- J---- 1____ L____L___J____1____L___l FOR SIZE AND I I REINFORCING yI I rn wrc w ¢O K wX Ow IC I I I I I �BOLLARG REINFORCING FOOTING; O C 0M . G.C. RESPONSIBLE FOR FOUNDATONS AND FOOTINGS ON ALL MENU BOARD ANDDRNETHRUELEMENTS. SIGNAGE VENDOR TO SUPPLYTEMPI-kM AND INSTALL MENU BOARDS ONLY. _______________________________________________________________________ L----- J L__-J SEE STRUCTURAL. '0 C a SRESPECIRC NIOTNG ENGNEEMNO REQUIRED BY LICENSED NIGNE[R NON -ILLUMINATED BOLLARD BACK ELEVATION S `=1� SIDE ELEVATION T U �" 1w=lyd "B" 0 a w o N M DTE CLEARANCE BAR GROUND FOOTING JOB N0. d..,,¢.,•4r FLAT BLACK FINISH - FIELD PAINTED 47165 NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. M w G CLEARANCE BAR BOLLARD DETAILS TRASH ENCLOSURE DETAIL SHEET NO. ON 131.3 6, � 0 No Scale No Scale No Scale .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 N=) 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 N 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. I. KOTARSKI Y Lie. No. 0402048507 LP,, 8125121 &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 1 REBARFND. ` S32°26'27"W �X 171.64' _-------- ----------------- -X— — WOODEN PRIVACY FENCE REBAR FND. CLEARS PROPERTYLINE BYO.3' J _ I O@� OUP ------- -------- -468_ ass== _L_- — --470_ O---------- - - - - -- -467- _ - i _ - - — — — — _ _ _ - - _466- _ )ILAP _ \ \ �------- --------- - - - - ------- - - -- - 465- - - -I--_ ---- ----- -- _ \ PRIVACYFENCE \ ��_\ � _ --- ----- ___________ _______ - - ___---- I\ENCROACklESONTO_--����,\ \���� ��, -5 _-_--- -------------a62_-4s3----------_______ - -465---- \ -- _ _SU�JC:6TP`OPEY�FY2.7' -- ��,,�,,� \���,�---- --- - - - - - _ ---- 461---------------------- ------ - - - - 460459- _ — - - - - - - _ _ _ _ - - - - _ _- r-___ �� — — — ���� \ -____-_____--___-458--_---------- --____----___-- \ _ _ - _ _ — — — — — - - - - - - - - - - - - - 457- - _ _ _ - - - _ _ _ - - - - - - - - _ _ _ _ _ — _ _ _ _ -__ - - _ -455- ass_-_--------------------------_---- _ _ -� _ -460- _ - ----- - 4 -454-- _ _ — — _----- --- -- _ _ - - - - -- - - - - - - - - _ IC - -452 - 53_ _ - - - - - - ��_ �_rAER>< - - _ _— — — — — — — _ - _ - - - - - - -— ' - — _ — — — — �f -045BL-Q5-OA=OilflO-- -- --- --- - - ---- --455- ——---__-_--- \ - - -447- - 44S446- _ _________—----------- --__-- -___-_ - - _- 443 MANAGED STEEP SLOPES i _ _ _ ` ' - _ - - _ _ - — _ - - - - - - _ 44-- - - - - ` - - - - - - - - - _ — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — - _-440 - f------------- _----___ - - ----___-_--------_---____----------- -I� -450 - _ _----____--- h _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ -a38-_439 \ \--------- - - - - -- _---- ---- - �R�LINE-MIX OFEV€RGB�ENANDDE�IQU9US__ '- --- - _437-__- _ �� — — — — --- __ - — --- __ - _ '435 - - - - - - - - - - - -_434-__ -- - _ - - - - - - - - - - - - - - - - - - -_ ------445 -433----------- --------- 432 TIMBERWALL '431- _ - ----- - f -� --___ - -------—--------� — — — — — — — ��— --5 —�--� �i----� --- y �" --- -� -- --�_---- —------------------. ---------- — I \ \ I F \ \ 2,4' --50 REAR SETBACK - _ - - - - - I \ \ ^��� \ 50'REAR SETBACK — L 4 \ I 2%z-STORY BRICK OFFICE BUILDING WITH BASEMENT \I I r438 \ \ BRICK WINDOW WELLS / I \ 12' DRAINAGE EMENT I ` \ (TYP.) \ I I \ DB 1159, PG 232 DB 2041, PG 309 \ I I �I \ ` \ \ I PROPANE TANK \ \ \ DB 689, PG 447 FF =43a 50' FF=439.43' I I __-----—— I \ 12.4' \ UNABLE TO LOCATE= INVERT I I / _ - - ("�I�``j/ � I IIi I I I \ I I I \y \ / \ \ \ \ I/ 4 BRICK PORCH I- �T I III I 1 I I I I j \ \ / I / \ \ _ _ III HANDICAPPED v� H- I I SIGNT — — — J -- �A WILCOHESS, LLC h \ DB 2095, PG 615 TMO45B1-05-OA-01000 BRIRANLLC ZONE: HIGHWAY COMMERCIAL II I I \ Lu II I A \ \ y /\ \ I DB 2732, 169 ..I \ \ \ W II f \ I \ \ \ I f I \ \ \ �.. \ \ \ I I� TM 045E 1-05-OA -0 1300 N\�iIII I I I� i� \I\ \\\ \ / `, \\\ II� I \\ \ ' I� I ZONE: HIGHWgYCOMMERCI \ yy IIIi I I ' I I° \y III I I I I��IIII lyiv d DROP INLET APPROXIMAl\k LOCATION � TOP =421.62, Ile INV. 1N=4171' a: i I I I I I \ OF EXISTING SANITARY 1NVO8uF=417.0' II I I I I II II I \\ 24TERAL II II I \ \ \ I \ ` \ \ \ I"�i+—�1 10.6' VIRGINIA TELEPHONE & lI I I I \ \ \ \ \ I I \ \ \ \ I \ \ L\AMDSCAPED I DB 524RPG 6450MPANY EASEMENT \ hI I \ \ \ Ih I \ AREAS / j \ j RELEASED FROM PROJECT PR TV A_ DB 5592, PG 0036 \ 1EX I Q\�` II \ _ 30'FRONT SEIt ACC - \ \ - -'- - - - \\ -f3_', DROP INLET /' / \a------ \- / -T-------------I-----\ TOP=423.0' / ' P a`' p C c I I I I \--- E— --I 1 INV. IN =413.7' / / ' \A0 ' i \ \ I \ I 1 �� \ \ I ',I \ I I \ \ \ I- - I- - - 30' FRO/VT SETB /NV. OUT=412.4' I �l - ACK_ /L FND. ONLINE I I �� 1 \\ \ \ \ l \\ . \- -/ - - - = -} a i \\ / D I I --- -------- ---- / i \ \ I \ _ - ------ ----- -- - - -�--- ---------------1 I\\ � 1 --- I ��-------_------------� S" \ 1 @1788' I -- ------ - - - - - a I FEDEX 80� / / \ \ o \ \ --------------- ---- ------------------------------------ \ \ - - —1qn — - - — — —; — — —\�-----------------------= - I L �i—din — _ — — - ----------- / N N Q \p \ M \ -CI `ram / w' \ \`\ I SS 8" SS 8" SS \ \-- -- \ S 18'PUBLIC FNT \ \� \ \ t--------- Q COUNTY iMEN >, S/1'NITARY MH � / ACCESS EA ET ' TM 045E I-05-OA-O IOAO i TOP=425.4' DEED BOORt PAGE 406 R6 4' \ i \ /`< a ZONE: HIGHWAY COMMERCIAL INV. IN =4179' DB 5151406A , \ \ N \ Grob \/ ` \ SIGN / I INV. OUT=417.T DB 1159/199 N o \ \ S\ I \ \ ---------------______ \ D81678/374 / \ \ \ \ I \ - �- — - - \ \ REBAR (-ND. \ o PUNCH HOLE IN \ - - \ SEM/NOLE LANE ASPHALT \ N33° 09' 11'E \ \ �- \ �4244 \� \ REBAR RESET \ \ \ CONTRACTOR TO CONFIRM C11— \ \ PUBLIC POB \ \ \ THERE IS NO NSTREAM J \ \ \ \ 31.52' \ — VARIABLE WIDTH R/W \ \ \ \ \ / / S37° 0 \ \ PIPE FOR THIS CL NOUT. i � \ It \ _=�/,L/---------�� \ \\ \\ \ 56'11"VV z COO A 0 0 \ \ \�\ Nam\ _ t�Jn �/ //--1�J(1--- %-�_—1`Jn-----19n—I— --ion— i� —19p— / —1 1 i 1Jn— TEL 1 \ I _\\\ _ ton l - - son- - I I UG JBOX / / 1 MARK 11 qn— w \ BENCHMARK SET 1 ton- - - - - ton- - - 1 1 / �` \ -ton- - - - -tones \ o \\\ \ CHIS� LED SQUARE IN TOP 1 I \ / I - BACK gURB \ - \ ton- --ton- \- / 0 \ ! ELEVAT ON=426.46' - \ , 1 I T —ion— - - - —ion— ion- - ton- \ 1 ; TRAFFIC-�- ton- - �/ T / \ \ @ -ton- L---ton--I/--ton---- T1on��-ton /___ / N I I \ 1 � to�_L - - - ton- TO U.S. ROUTE 29 \ \ SEMI 16E TRAIL 1 �\ \ \ 'I \\ VAR/ABLE AIDTH R/W I STARM 1 \ \ \ \\ \ \ \ \ \ I \ I \I I TRAFFIC \ \ \ \ I I s / \ . \ ❑ DROP INLET \ \ \ I 1 \ ^ EX EX l; TOE'=428.4' \ \ I \ HYD 1 - — — \ d 1 +/- 42765' \ +/- 42786' %i \ _ _ _ � \ c T �/. / \ --- - -- INV.INy(61=42------ ` ---- - ------ 6'-INV. llV=423.6' d a \ a _ a d a LEGEND COMMUNICATION BOX CLEANOUT FIRE HYDRANT 8-10" ORNAMENTAL TREES LIGHT EDGE OF PAVEMENT MAILBOX SCALE 1"=10' 0 10, 20' pr I Y U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 ;Ijln, 8/ 2V 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 N Z ' Q O2 w >1 H I N zl I@ Mw J 3 NQC�_ 2: N w Z = m ' Q U) o a _ " w U d O D J) z z O I..L 0 Q o a JOB NO. 47165 SHEET NO. C2.0 a 0 Ro N I REBAR FND. ` S32° 26'27"W x— ,_ _ V 171.64' - ton— — - — = ton= �zsir� ton- -- , -- - -_ _ X WOODEN PRIVACY FENCE REBAR x � x x--x----X Z . Z, CLEARS PROPERTY BY Off � � -Inn— — lsn— — T 2 cMo 2 ---------------- - \ _ '------ton---- I - O----------- ------- ---ton-- --ton-- �-�—ton -- @� o @� I _ I\ I - . - _ _ _ _ _----------------------------- --- ---- - — — n-- -- — —Inn— — D/ i--- - - - - - - - - - - - - - - - - ------ - ------ o ABANDON t \' — - — —ton (I � P(�IVACYFEIV- � 7"'K__ I-�--___' -- - ---- ------------ ------ --_- DEMO AND REPLACE EXISTING WATER �� I `. '- � � NCROAGHES ONTO.__ ------ � I ___'m bp------ ------------- ---- - ------ - E AT MAIN E _ _ , ` ` � '!LL_ ---- - - - - - - - ---------------------------------- ----- -- -------- SIDEWALK FOR SERVICE CURB _ 1DEMO AND I . SUZJE£T-PROPERTY2.T _ - - - - - _ _ _ _ ------ -- C I , - � - - - - - - - - - - - - - WATERLINE WORK I S \ I GU SIDEWALK, & PAVAEN I\ ` - � �" ---------- -- - ------ - ----- - - - - - - - - - - - - - - ---- - ----- -- --- -- HYD CONTRACTOR TO FOR WATERLINES\ r ----- ------ _ _ _ _ _ _ I _CONFIRM LOCATION ABANDONMENT IN\ I ` -� - _ \------ ----- -- ---- -- I_--�___ - � - - \ � - -----_--- -- - - _ _ _ _ _ _ --------------------------- ------------------ --_f ----- . , , - -o- —� = OF€J(ISTING ACCOKOAIQCE WITHCa_ I_" -_- � _ �`�"------------- ---------- - -------- - - - - _ - ---------------------------------------- ------ ------ � I a A ER IA S & AGSA &RWSA \ I- - _ -`` \ - - - - - - - ------ ---- . --------- ------ -- - - - - - - I ._ _ _ _ \ _ _ --- - - ----- --- ---- - ������ --- - -- - __ ------_ �_ _ _ _ _ — _ _ _ _------ Q —r— 9 0.702- ACRE 045B1 OS Q, 01I90 _ I � _ "- _ ------ ---- - ----- __ - 4 — - - - �- CONNECTION. - - _ _ _ - SPECIFICATIONS. I _ _ _ _ _------_-------- _ - ---- ----- ------ _ --- - - _-T--------=- =--- ------------- -- �_ I` _ _ _ _ - __----- ___ --___y _T -1._ b - __ `- ________ - - - 0 p'� d =_I - , - __--- ________ ____ ______________________________ _ _ - - - - -- — �/r —_— — _� — s _- — — — — — — — — ,� — — — - - - - ___ / Q �� — — `-- `-- \------------ _________________ MANAGED STEEP SLOPES i �� ___" - - - - - - - - _ _ _ _______________________ - - - - - - - - - - - ___ / — M— — M M— — — — — M— M ---__ _ REMOVEWAit _ _ r� / IIR __ — — — — _______________________-_______ ___ , - ^ ___ _ _ __________________ 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 _ _ - _ _ _ _ - _ _ _______----_____ ___________ _ - _ __ 1 -- r� -- - --_ 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 1 : ` 5o':REAR SETBA.CI< : �\ � \ \ \\ R�sr; - 2%2-STORYBRICKOFFICEBUILDING \ I 1Rp LLL LLL PAVEMENT REPLACEMENT I WITH BASEMENT I I I I �\ I 1 1 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 DB 2041, PG 309 \ I r' PROPANE TANK """� SAW CUT DB 689, PG 447 \ ' 1 I I \ � \ \\ i .: -", - ! ::::: FF=430.50' 1 1 I I NOTES: FF=439.43' I I 1. DEBRIS MUST BE TAKEN TO AN I \\ \ I \\ :- : ' . ` ' F APPROVED LANDFILL SITE. 2. DURING THE \ I - - : : : 1 { ', SERVICE . RWSA MUST BE O Ln I I - - - _---------------_-- ----- j 12.4' ABANDONMENT. SITE \. . -.-- - . !.,� % / BLE TO LOCA7L INVERT I i I - A"I --------- L I I , /T. BRICK PORCH I I \ %' : - I I I I _ . -\-:Z.' Z I �4 1 I I; -: o. :HANDLCAPP:ED H I 3> I I 111 1 !�, : I I I I \ : . SIGN ' REM REMOVE HT :,:: O G I I u I I I �, I I I 1 I I I ', I I I I I I I RE VE. RBA �� I I I I I I, I. \ MO CU I I 7' I �tAND APED 1 LA� �' I I t 1; \i. sc s N I I III ; / - I liI I �. �: I I I YI I I I -�� II '� I : r c� I 11 I I I -- i- REMOVE SHRUBS I I ly 1 kEfvIOVE:CURB \ o. : 14......'' \ I WILCOHESS, LLC Ili ` ' &'GUTTER' ' ' N `` - � " - \ I DB 2095, PG 615 I' I T 61 REMOVE SIGN I li I -.\ `:"' / \ I I TM 045E 1-05-0A-01000 I , I I 1 r I `' a : I I I 1� �: I x REMOVE LIGHT E. HIGHWAY COMMERCIAL I J :\' / I BRIRANLLC %11 I ; I I I I J 6 W I - : T I DB 2732, PG 169 I IW ti I TM 4 - - - I �:RE VE�' 0 581 MO � \ � OS OA 0130 I o o I � ° I I� = I I' I �' A PHALT '' . \ I I ZONE.' HIGHWAY 14 I I M S : 1.: : I COMMERCI in 11 I ;P `:`i / :\�,�. 1 I I h I , I I ./ ' I I' I I I \ I 11 I ;� ; REMOVE J I II I 'T :\ I' I I I SIDEWALK I S I J I I � II ti 1 \: 4 I i /, \ I t- I ii DROP INLET I I. I ; ; ' �`. ' / ', I TOP =4 li I , :APPF20X[MATit LOCATION. ' : �R. I 21.62�. I I co o I a_ OF:EXISTfNG'SANITARY: ' :,-- 1 . i" . I I INV IN =417.1' I ' : LATERAL ; I I A I INV OPI�=417.0' I 4� : \ � 1 I .: . r' r \ I 43 i I I 6_ 1 I F2EIv10VE Ct1R8 \ I I I I I I I - \ a I __________-- I ;I LOGATEAIVD: :/: ``�` I I I CA \ RE EXISTING 10.6'VIRGINIATELEPHONE (' I nn0 & " A ITAR'd LAT RAt- ::/ REMOVE 1 I I TELEGRAPH �� ` S N E ,�; I �: 1 c� H COMPANY EASEMENT , �� `:�: ' : '`A LANDSCAPED - 1 DB 524 PG 64 .I y 5 .. -. 3: I I� AREA S I RELE ASED EASEDTy \ FRO M OM PRO JECT I CT PR OPE � \\, \ - f : \ DB 5592, PG 0036 \, . I 1 ;' � �� \ / 1 ' \: `,' ' \ / I I I I I I i / _ \ .1: 1 / / : I I \ . .FRONT SETBQGK >� - ' . ' \' / / x I I I 1 \ea ,�\ �. — — — ---- — — ------ If I — —_ R I _ I I -� ✓ I' \ i C \ � l I,r / \ I_--3-ON I T \ _ E T B i I A _ K 5 / I _ 1 �I 1 - I - _ � / I : : , : - . - . - A - - . _�< - - - - . - - . - - . . . . . , x I I - --- / 11 NILFND.ONLINE -'-„,:`` `:� - :\ / I I �_� ------ ---- / f-, 01788' :' `\ - - - - -`` \�-: : :-: :':�.'.'.. .'.'. -- / _-- _ — — -- --- F - :. � . . ' .. .:.:.:.:. . :.:.:::: -, - : - . - : : - : - ---- -- ------------------------- ------------ - --------------- --- ---- -------------------- ---- a . EDEXBO.r - -',- __. � �..: . _ : : : _ . : ---- --------------- — - — — — _ % EMOVE LANDSCAPE `.:. / / I I \ AREA TO PROPERTY LINE -;---- .'.',' v.-. /------,._\ I - �n \� ---din \ / ' . ' . ' . ' . ; :: ' % REMOVE CURB : . -C--------- - -- :.: �l tin c L L L LLLL : - . - . ' . ,. ``�,. - -`` )o : t------ --- LLL _ ',' c —.\.. O. // \� I — 1---__ __— .'. _ ? S 8„ S „ LLL LLL L _ . .. .:::: � -: -: - - . A REMOVE5/8" �_-------- _.: B H SS H SS- -----L L LLLLLLLL L . , . ' . ' . .1B:P(%BLl ,' M NI' - : - - .: - : :t : : - - - - / \ __-____-____ O I LLLL 111 . , C .C+ _ ' / y WATER METER \ IL I /1 .CY % - \- \ � ----------------- / � _ TYOFALBEMARLE I SAN/T. L ' . ACCESSEA,kmENT: -' -` l �- - / \ Q 581-05-OA-010A0 � OP=425.4' I L DEED'BDOK I5 PAGE406 :: ', : i ::: : ' : - - - - - - \ \ / \ a HWAYCOMMERCIAL /, INV. 1N=4179'4' - - I ' . ' DB515/406A :; ` - \ -�-- - - REMOVE MAILBOX / SIGN ', \\� \ \ / INV. OUT=417T LL ''. DB:11�9/f99 i' :: . - . - . '..o ..'.', \ tbs- . , a / i L D67678/374 \ : . - / REMOVE I \\ v, LLy � � -� .��' / - � -� � \ _ _ \ REBAR ND. I SIGN \ O SEM/NOLE LANE \ PUNCH HOLE IN LLL : N33° 09'ti'E :� I _ I?EBAR RESET LLL A`; ' 142.44' �`� LZE o PUBLIC \ ASPHALT P B I \ LLLL': ': ' ::/ . . . .::... .' '''''': 'CONTRACTOR Tb CONFIRM: :-:-. N LLL ` `'i - : ' : ' : ' . TFIERE:IS NO UPSTREAIRA - - . \ 1V 1 56' 11— Q 31.52' W \ ' ABANDON CLEANOUT AND EXISTING \ \ . 7 — \ QQ N ARIABLE WIDTH RA REMOVE CLEANOUT AND EX�STING 6" �L�LL � '/ : : '. PIPE F' ?JHIS-CL�ANOUT. 6 11 'W w SANITARY PIPE ONLY IF CONTRACTOR PAVEMENT LLLL : ' :: ` : _ _ SANITARY PIPE ONLY IF CONTRACTOR \ v CONFIRMS THERE IS NO UPST�2EAM REPLACEMENT L : ``� - . - ' _ _ - ; I CONFIRMS THERE IS NO UPSTREAM \ _ _ � \ \ — — o FLOW. IF UPSTREAM FLOW IS FO1t1ND, JOINT - - - - 'y - o � I PIPE. IF UPSTREAM PIPE OR FLOW IS ABANDON EXISTING \ / FOUND, CONT CTOR SHALL STOP WATER SERVICE AT MAIN \ 68.98' a CONTRACTOR SHALL STOP WORK AND / I I \ CONTACT TIMMONS GROUP. �,-/ —1on'- ——J•O%�— — —lon — - - —Inn- - Inn —I— - — —Inn— WORK AND CONTACT TIMMONS GROUP. \ \ z , \ \ _ - _ on - /—Isn--- ---[:7 \ _ _ 3 �a \ \ _ _ —1Jn— I // / � I TEL cam- g \\�\ \ - — —tDn— — - � I I UG JBOX MARK pll Q/ —Ion— — \\ \\ BEN,CHMARKSET \\ I' �' \II o - - — - ton— — - — —ton— — - —ton— — - \ ) d� o \`; CHISELED SQUARE IN I — \ --ton',-- - = I — / �0O N \ :\ BACKOURB \ _1on— toll— — - — —ton— — \ r.," .t � = 4 . .^ / o �\ ELEVATJON=426.46' � �1 -� - — —tin— — — —ton— —ton— — - ' ' — SEE,INSET THIS SH T 9 o Q \1 TRAFF/C 1\ — rt�n— — - — r-1911 — -1 r� `n— —'- — —tin— -'tin— — T r `V.1 \I ' �s �\ � � Ion — - — —1onT - — —ton— — - — —1.9/A \ � _ I J ------cam � \\ -----ton—t------1on I --ton---- ton—�_—ton �_-- 1/ N _ IQ ` I \ !' • \ I,' —ton— �1�-'= — —Ion— — TO U.S. 'ROUTE 29 \ '\ \ - — —ton x AI I SEMINOLE TRAIL i � \ \\ \ I �. ; E I � VARIABLE WIDTH R/W \ � DEMO AND REPLACE 1 DEMO AND REPLACE a M(4STARM \ ' TRAFFIC / I. SIDEWALK FOR \; SIDEWALK, CURB, I SCALE 1"=10' � l \ \ - _ dI�OP INLET ( WATERLINE WORK GUTTER, & PAVEMEN r _ _ // \ %% TOP=42 4 `i,� HYD ; CONTRACTOR TO FOR WATERLINES\ / I 6. I!���\ I 0 10 20 �� \N _ - - - - - - - INV. l/�6�=425.5 - - - _ _ _ _ - - - - - - - - -'"CONFIRM LOCATION- BANDONMENT IN\ \ A o c /� \ `, i� \ 4 .a o - - -%NV. lN', 423.6' a a . OFEXISTING'-ACZ'.OKQANZ)EWITH� . vi , _ (� \ \ p' c :' /A/1/ nI ir_=a2� �' �� \ 1 a WATERLINES & ADS &RWSA \ 18"RCP �. I,LTg ®F ►� °,%. U CRAIG W. I. KOTARSKI r Y Lie. No. 0402048507 On, 8/ 25/ 21 A M E O M O N 6 N c > E I °/ E LL o 3 0 w — w0 6,' K L t n cc J V m J — Ili O_� ON EA N R U W 1-'x N O < gag 04 =,;,. U) X N N = U > m F c In 0 M N N V T M O_ V � H vi D O _ (D O cc = 0 w > w = U z O Ln 0 Z O a K U w 0 Z O Ln w F 0 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' 16 W 1 15 z a 0 J 8 W t J 0 a O z- H4 , 3 2 zv 2 Q C`1 / O C W'�, L (1) } , z r Z m � o. O =_ U `0 Mw J III 3 N Q J a N w OCo co G o cq a W Q dz aO o 2 A =� v) m- E O a w M a U O x= 3 Z z„ K0 a ED m a m Fa 05 Q &3 a m /1 a.. v . a X a 0.0 016 .E p % Z A= .11 d `O 8g a m N a f0 'a JOB NO. w o a t 47165 M a C 0 SHEET NO. n o C2.1 c E F_ 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 64� DISTURBANCE TOTALS 0.59 AC. EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL `r REGULATIONS. If U CRAIGW. J. KOTARSKI rY 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• STONE 70' MIN.-- coNsrxucTloN Lie. No.0402048507 ROUTE 29 TO THE WEST. THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ACCESS s s za asPNaLT TOP couRSE d (9/ 25/ 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 ="T ),r �r ONAL� THE SITE CURRENTLY CONTAINS A PAVED PARKING AREA AND OFFICE BUILDING. DISTURBANCE. f -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 g FROM ANOTHER SITE WILL BE USED TO FILL THIS AREA. DEBRIS MUST BE TAKEN TO AN APPROVED LANDFILL SITE. NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. TYPICAL GRAVEL STRUCTURE 3.11-1 STONE 70' MIN. CONS `RUC LION N ^ CRITICAL EROSION AREAS RWD PtIaLr PAVED ACCESS - --n ASwaPIHALT I 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. �--� Uno `F OF INGRESS AND EGRESS To SEDIMENT d In a U OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. ��II �I �I ED G G TRAPPING DEVICE OPERATION (7 LU z ° V) h ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NOL PLAN � O N ¢ w w � STORMWATER RUNOFF CONSIDERATIONS NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. -- oe a i p 01$ � ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION s 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 DRAINAca_ _ ¢' � O U a MINIMUM STANDARDS: FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, To SEDIMENT 2_ rRA_PPING OF CE 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 _ T w p U ¢ U ¢ CRITERIATECHNIQUES AND METHODS: , INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS Q 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 ct.oTr1 Do _12 J¢ TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY SECTION A -A W U) -+ ¢ 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 I DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION Tp IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. g.gg O 'etch , ¢ to w O TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF A utitautuu water tap of 1 arch umat be with n ntatummt 1 bnllcock � � SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. shutoffvalve su T t" a wash hose with a diameter of 1,5 arches for adequate Pl ha., t a j 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS MS-2. DURING CONSTRUCTION OF THE PROJECT SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH TREE PROTECTION coustantpressme. Wash water must becanied away from theenhauceto all O m ZD d > tq � n INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT approved settlaig area to remove sediment. A8 sediment shall he prevented from = G) o a ICK W No Scale PERMANENT STABILIZATION. STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE ettterity Sloan chairs, Glitches or watercourses. CD ell O 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 ¢' � ¢ 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 = PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. � ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. "QUICK REFERENCE FOR ALL REGIONS" w o 0 rN 0 0 0 RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND PLANTING DATES SPECIES RATE CE 3.02 w u ~ p C ut N 6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN (LBS./ACRE) DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE DISTURBANCE TAKES PLACE. z 1* 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 O 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 8 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. TS 3.31 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET FLOW � � � � - ,• a • C. KOTARSKI SCALE PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE TEMPORARY SEEDING PLANT MATERIALS I III MANAGEMENT STRATEGIES CHANNEL AND RECEIVING CHANNEL. 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE 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. AIIIA 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. GRAVEL CURB INLET SEDIMENT FILTER CONTROLS. - 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, ATHE TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. FLOlie CONTRACT DOCUMENTS OR STATE LAW. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES PERMANENT STABILIZATION SHALL BE MET. 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' FLMAX. OW W SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER APPLICABLE CRITERIA: THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32 D OF THE HANDBOOK. FOR MULCH A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. \ A B A \\� (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING // _ / / APPLIED PRIOR TO MULCHING. DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE 12 " SEQUENCE OF INSTALLATION PROPERTY. GRAVEL FILTER II PHASE I (SEE SHEET C3.1) D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE 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 THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT _ e ,: �:-:. - IT \" Z 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. No Scale 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 W > 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. U) 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE 1 5, f FRAME 150 LBS. 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 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 '' """ v�� MIN. GATHER 0 trap volumes: cREsrocsroxEWEIR o` o p• �_^ EXCESS cumulative an. \ elevation (ft) area (so volume(cy) volume (cy) ' 0' ^ AT U U *USE 424 692 CORNERS 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 I°'r"`A1ED> •' C AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE nnx amR axo E,r COMPACTED SOIL CWD TO HAVE VDOT STANDARD EC-2 FABRIC 4U\! i� 1• NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE Vi gym" suss x RWRAE MATTING ON UPHILL MIN. 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 t� 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: 67k11' 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 No scale No Swle No Scale F --__ - -463L _ — — I _ _ _-_--_--_--_---_-_------as2----=---- - ----- ------- - - ' EROSION CONTROL LEGEND - _ _ \\__ _'------------------ - -- — �460- — — — — —------_ ----- --- - - - - _ _ - _ _ - _ - _ - 459- = LIMITS OF CLEARING AND GRADING _ ---- — — — — —---____------457- `_'_------- - - -- — — — - -_,, — — ------ 456-___--_-------- - - -- - -- ---- -- �_ — �� ■� DRAINAGE DIVIDE _ _ - - - - _ - - _ - - - - - - _ _ _ _ - - - - -- __-- a5z-_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- -\-------- - - - --- — — —-------- ----_-------__ - — — - I ® INLET PROTECTION 3.07 I - -_ -- 440 ' _' - -- -- - - - - - ---- ---- — _ -_- - - - --_ DD DIVERSION DIKE 3.09 I _ _-- -437-_438-_439===__-_- �\\ \ — — — ____ _--- — LINE-MIOFEV€RG6EENAND DEOIQU9US_---_----__ --436_ _ -_ - 43 435 _ ---_ _ _ _ _'�---------- - - - __P — ---------- ---_ _ _ _ _ RIND RIGHT-OF-WAY DIVERSION 3.11 13,3 mm T TP ,_.= -_.=__--_---__- o �_�1 !�iMB€lzwAu - - -' --- _ _ _ _ - -V ST SEDIMENT TRAP 3.13 O , ^' —" I \. — TS TEMPORARY SEEDING 3.31 ------'g -- — --�— — — - \ L 3 PS PERMANENT SEEDING 3.32 — — — — — — — — — — 2%I ` � \ 2-STORY BRICK OFFICE BUILDING I I MU MULCHING 3.35 G \ WITH BASEMENT TP TREE PROTECTION 3.38 \ \�C SF BRICK WINDOW WELLS 4 TS r438 12'DRAINAGE`4,' EMENT \ \ \ (TYP.) \ \ DC L I DC DUST CONTROL 3.39 DB 1159, PG 232 \\ I I I I \ \ \ DB 2041, PG 309 PROPANE * °VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER _ _ _ DB 689, PG 447 \ \ FF=430.50' APPROXIMATELY 216 CY OF I I \ \ TS \ FF=439.43' I I I \\ \\ 1 I I\ II I 7 � \ \ 4,1' I FILL HE EXISTING BASEMENT I 34 C - — — — — -----L I \\ \ 100 L� \\ DC I w \\\ r \ UNABLE TO LOCATE INVERT I ; N I I I \ \ \ I� I I I \ LL — — — — — — 1 I I 1 1 ? I I I \ \ / \ \ \ V 1 BRICK PORCH I I�---r I II Ili ✓ I I I -- I 143� T----------H--------------------F — — i \ o � HANDICAPPED 9 SIGN II I I I I II II Ilr IN I \\ \ \\ I\ �\ � \ \\ I \ e�� �\ \, �, ° . \ II/ I I II II li I II �\ �� r — — — — —\\ I I 11 i I II DC III J \ \ pR II \ \ Wllll\\ \\ TS o \ \ \ \ \ 16 I I I \ b II r\ \ I \A I II I I I I I \ \ \ LIMITS OF I I II I I\ \ I I I I DISTURBANCE = 0.59 AC \ JI N� DC DROP INLET Ili I I I I I I \ I `I APPROXIMAI\ OCATION \ \ TOP=421.62�. III I o \ 39 D INV. IN=417.V IP I I OF EXISTING NITARY TS \ II \ i PARKINGN _ \ INV GOOF 417.0' I \ I I 1 \ \ \ / ; = \ DC I I \ ERAL 1 I SF I i\ . �I � II STAGING, AND I TS I I� I � � D \STORAGE AREA\\ O\ 10.6' VIRGINIA TELEPHONE & \ I TELEGRAPH COMPANY EASEMENT\ Dp \\ \ \ \ \ I _ _ I tANDSCAPED I DB 524, PG 645 \ O \\ /III Ilz i \\ I Q I PREAS \ jRELEASED FROM PROJECTPROPE T) ! I \ w \ l I I \ I DB 5592, PG 0036 I I - - i a l i b^!\ I\\ EX �I \ 428 I .bry i 90' I I ST 427 W l DROP INLET 26 i '5 TOP =423.0'%Q STON1 GVEIR 25 \ CID 42 INV. IN OUT /�—i-1 \ 424Nbs \ INV. OUT=412.4' \ I \ I I I \\ IP — — — — — — -------- / 67 _ i - _ � — — a ---------------- - -- _--- ivFT�'--- _Vb __ __ _ __ __ __ ________ __ ____________\__________ ________ _____________ ____ ____________ _ '___________ 1 I \ 15"HDPEFEDEX BOY -------------- --� _, ^ — ______ _� y \ ASH RACK � --------- --- -- --- - o _ --- ---- ---- ------------------------------------------- - J \�� — r \\ \------------ ---- _ N \ N / w I ------------ ` I ----=- ------ I rn r pD / 34.4' \ 2a \ \ \ ~ �i w I ----------------------------- —8 SS 8" SS 8" $$ 8" $$ 8" SS 8' SS G,U i DEED B _ DB 5151406A 91199 N \ ----- ----- \ RWDI \ \ \ SEMINOLE LANE PUBLIC \ C C POB VAR/ABLE WIDTH R/W \ \\ / / — REAM PIPE FOR THIS CL S NOUT \ \ \ DD \ \ \ \ \7 — �— 88 \ \ - Sm am Elm milim Na\ r/—1`JyI� 19p1 —1 n— — -—1`Jn—I— on - l SEDIMENT TRAP #1 - — — I CWD ' 0.85 AC DRAINAGE AREA 1 1 TEL —— - — IIITOTAL STORAGE REQUIRED: 113.9 CY l�n / MARK \ —ion- —� - _ TOTAL STORAGE PROVIDED: 133.4 CY UG JBOX I \ \ PRESERVE EXISTING 10 - _ I \ / 3 ASPHALT FOR ACCESS TO —Iron— TOP OF DAM = 428.0 BENCHMARKSET o —ion— — - I I / � � CONSTRUCTION ENTRANCE � / 1 �- —_Len_ _ \\' \ CHIS�LED SQUARE /N TO +I _ , /� / , lnn \ _ lion I / BACKgURB \ .1 Inn— _ J�1041 / \ 1� i \ / 1 ! ELEVATION=426.46' ` I /u SF — — T — —ion— — — —lsn— —ion— — - — n = /I �1 \\ o \ \ \ I 11 TR�FF / �- — / l�n—sr�n/- — —lon— — ion— — T lon l�n` \ - — —ion— — _ _ ion— \ TO U.S. )ROUTE 29 I SEMINO�E TRAIL 1 \ I� \ VARIABLE ° \ 11�4STARM \ \ ` TRAFFIC \\ \ 1 \ . ❑ DROP INLET \ _ _ EX ;1 TO \=428.4' \ \ c +/- 427.65' +/- 427.86' %l DROP INLET - -- -� v / \ 1 \ \ 1 _ — — — _ INV. IW61=425.5 — — — — — -TOP217�' ' . ° \ o / / \ \� \ \ ° \ / 5 INV. llV\=423.6' o Q ° \ 4 —�--p A------- —o-- �(lV. I --------- \ \ ----�o- —° ---------- =_L — —a — — \— oINV OU�=423.5'— NV —OUT IP `---------------`4-------_ -_ -_ \ °� —�—� - -P----------- \--c�-- _ =c -- — — 17 18"ELLIPTICAL RCP ///// — — —M— M— — — — —M— — —M— M— — �Y ALTH QF r � U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 Oln, 8/ 25/ 21 M E 0 � o N Vi N C > E w ° E LL 3 o w 0 w 0 m K W L M J V 0 J _Ili d i O N N U W v �0 x �i N < U) Q v ti = N N = U > F c w; O � N � M � H F DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W Z a J uj a O z` @ 0 r� N_ @ a Q o W' @ > LU z � r =:) Q rl °° 2 M w o- 3 < U D, Nw 0mo co W oo Q z n0 o 2 A �-6 v) E- E o a C m U 0 0 3 rn z„ K1 0 LJJ m a o Q3 a " � m X C @o g„ A C d `o E 06 a c MU MUM a JOB NO. w co m 47165 C 8 SHEET NO. n o C3.1 t E \ _-_- -463i - — _ _ _—_--_--_--_---_—_------462-----————— —— -- — —— — -- — ——— — - ' EROSION CONTROL LEGEND _ _ _ �- 460- 461 — — ------- _ _ — _ _ - -- - - _ - - - _ - - - _ _ _ _ _ - - _I,L?I� ®r -- - - - 459--— — — LIMITS OF CLEARING AND GRADING -455 ass=as�---------------------- _ - - - - -- - - �_ _ �� ■� DRAINAGE DIVIDE 9 \ _-_----- -- --453 _asa=--- - - - - _------- --�- ®CRAIGWI.KOTARSKI� _ _ _ _ _ SOIL AREA DIVIDE _ _ 0.702 ACRE- _ _ __---45/-4sz-----04SBL05_OA_=_011-00._-_-_-_----- _ — — --- --- Lic.No.0a02048507 - ^ - - -4- 449= `150 _ _ _ - _ _ _ - _ _ __ _- _ _ _ - _ - - _ -_--_-____ _- __ _- _- _-- -- - CE PAVED CONSTRUCTION ENTRANCE 3.02 "t1.�,o 8/ 25/ 2 --------------------- --- --- - - _----____'---------------- SF X X SILT FENCE 3.05 S iS -447 - - _ ----- - - ---_ -----_------- '--_ - _ _ _ - - -- --__ ONAL — — - - - - - - - - - - - - - - - - - - - — — - MANAGEDSTEEPSLOPES i _ 1 - '441,_4g2�\ '_\-------- - - - --- - ----__ --_ - - - - -__ ---_ - - IP ® INLET PROTECTION 3.07 - -440 -- __ -- -- - _ _ --__ --__ --__--------- -� OF [EEN AND 439- -_- - _ _-- ----------_ - - --- DO � DIVERSION DIKE 3.09 436- - ---------- - - -�RFNE�€__ Eo437- - - - - - - - _ TP'436 --- _ _ _- -\ - - ______ N 43$ ---------�43 43q _ �P - -- -- _ '------ - - - - -- RIND RIGHT-OF-WAY DIVERSION 3.11 ;o --- - ---- S-- - �' 43 _ _ _ _ _ I i _ _ _ _ _ L = - - �- _' _ - - ST SEDIMENT TRAP 3.13 w °/ W N 3 I 4 I I - TS TEMPORARY SEEDING 3.31 ¢ LL o 3 V LL F � 0 w w Q \a wW Lt - - - - - - - - - A PS PERMANENT SEEDING 3.32 di - ,°j p z PS o o DC N w 3e' dv�i� a L MU MULCHING 3.35 Z F p TP TREE PROTECTION 3.38 o a e LL p z nX 12'DRAINAGEEMENT DC DUST CONTROL 3.39 DB 1159, PG 232 DB 2041, PG 309 \ i N PS MU p \ 433 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER w M O ¢ U DB 689, PG 447 \ ; I P o \ a u � ¢ == �- �\ \\\ I 11 - 430 2a, ` \ \\ \`--- MU 432 \` �� uOQ¢ \ \ 428 \ p5 Q U) 431 34 C cc� I \ \ ------------L \\ ; i �l I i DC .D Ij ° NVS \ \ p.� o I �i .I Mu D ca I I p o pg 7 m�0 UNABLE TO LOCATE INVERT III N I I I - \ \ \ IP Q j Q r i I I j II I I II ✓ I 4�� o ����Q) Lu N \\\\ I I I I I II I'y I I 1 I I II IrIiN\\ �\ I� oo \ z I P \\ Ln DATE 11 I I II /1 Ilil II I I ', 0 3/22/2021 DRAWN BY I " PROPCi4ED ° \ 111 I I I 6 1 I I STARBUCKS _�--� n y29 \ A. FONTAINE Ili I I I : ± 1,150 SF \ DC \ \ I Ili I I I P - �I - I I\ DESIGNED BY W l III II I ° \ \ \ LIMITS OF • DISTURBANCE _ • A. FONTAINE Z \ \ 0.59 AC N Z I Ili I I CENTER OF DRIVE \� I I\ \ • CHECKED BY N n li I I I THROUGH WINDOW \^IIII I I I 1 I/\ I \\ \ \ \\ • C. KOTARSKI \�lyl j I I I \ \ 2B �U \ • SCALE V li I DROP INLET 1 "=10' � .III I� I I I .II I v � � � v I ` � � 3 9 D TOP =421.6.1I I n INV.IN=4171' a: Ip I \ o o ` \\ • INV OS'F=417.0' II I II SF 3 9 D p \ Q $ rifto Q� \ \ \ ` \ \ IIIIII Rom/ All uj / p c I DROP INLET TOP=423.0' / M U �\ INV.1N=413.7' �/ / \AV / i I �\ I yl \ PS \ \ \\ INV. OUT=412.4' IP /� 1y \ _2� \ I MU \ \\ I PS ---- — ------- G ---------1\\ -�\ J -------- DC ------ DC --- ---------------- ------15" HDPE _ - -- --------�----------------------------- --------------1-------------------------------------------------------------------- --- an \ \ ----- wonI----------- CC ---------------------------------------------- G 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS I \ 18' PUB C \ , � ' \ \ \ � ` \ ` \ � � \ Q o / / EAEMENT \ \ � CV - DEED BOOK 15, PAGE 406 DC \ PS \ \ W a / b DB 5151406A I\ \ 1 M b�^ \ \ / /'� LLJ DB 11591199 8 v \ V Z -----Q. ----- —� -i �a�-------L--- - _ _ D81678/374 I \ w� -It \ \ \ U c � SEMINOLE LANEaT - _ _ U = PUBLIC \ POB ` \ \ \ \ M 302 ss \ (� a LL VAR/ABLE WIDTH R/W \ ` \ `� \— U \ \ \ / 430 ` \ \ �� w U o < 8$ ' N m \ IJ� , , 429 ' I� l� \ J 2 ,, T e ° \ \ IomamY -\ - —fir: \ Q Lj d00 \—1Jn-----ion---- 11m5 NcS f =1J—'On— — -— v, R _ — \ H a� 1 _ _ _ �n SF Yon- - - I UG JBOX / / MARK I I 1\ I \ \ U 8 0 \ / b1 Nlion--BENCMARKSET -ton- - 3 o " a \�' CHIS�LED SQUARE IN TOP \ - I I / \\_ BACKgURB \ l�n- _ �ln�-- _ _ / \ l�n I % ` / ED 0 2 n \\ I y 1 SF / -1,9n- - - -ion- N 1 0! \ ELEVATION=426.46' !1 1 -l�n- - - - - / w \1 \ \ \ \ \ \ I 11 T/ F ® \ �- - / Jon- - - - log- - -1s r� n /_ - -ion- - - ion- - T m 11 \\\ / / - - 1n -inn ---Jon-- nt-- ion. I Q �o U \ / \ - \ \\ \ / \ \ \ / —19R——ion— — --� = IDn— w l \ I TO U.S. )ROUTE 29 \ �\ \ �/ o D \\ (/ n- ton L� - -ton M I \\ I SEMlNO� ( TRAIL I \ �\ \ \ \ \ �\ I �� 73 d o 9 + VARIABLE 9 j \ 1144STARM \ \ � � ` `\ TRAFFIC - - - - — — /� \II \i 1 \ \ \ \ ❑ DROP INLET \\ \\ I I \ = o \ c II TOE\=428.4' \ \ Q E oDROP INLET _ - a % / \ \ ' - - - - - - INV. l 6" -4250 \ \ a . I . o \ - - _ `� a \ a \ 1 n -pTOP2176' '. \ o / / \ \� �j \ 06 a o . '\ I5 INV. llV�=423.6' o a \ yi l�V. IN =4 v _ _ . \ i\ \ ' a lNV OU=423.5' a \ . o a \ a \ o x o. I a ° INV OUT — — — — o --------- - n�_ _ — — — _—,_=�-_ —----------- 0 - - - - - - i / - --- ----- ----- --- -: - -2 .. ___ \ � \-------------------------.-g-�------------------------------ ---- ---------------------------- --- ------------------------------------- JOB NO. _ `------------------------------------� ---- ------ --------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — N--- -- a -= --yam--- - = --- _._ e -- = =�_ — — —= -----.--_� -- __ --- ---- ---- 471 ----------------------------------------------�--� =�= = - �_ I T G -_ ------------------------- -� ----- - .. }- a < ~--- �� � — � � � � � ,�- -cam[- � SCCALE�10' --- - NEER cC 117/T I � � 0 10, 20' 8 SHEET NO. 18" ELLIPTICAL RCP n o r� vi— --M—M— ----M—--M—M-- --M M—M--M-----M C3.Z FE I x— — —x— WOODEN PRIVACY FENCE ton— — — —x--�—x X--x--X ----IpISE CLEARS PROPERTY LINE BY 0.3' 1" TYPE K COPPER Ion - — —Ion— —I - —WATERLINE Ion— ton— — — — � ' DlL NEW \� PRIVACY FENCE I I HYDRANT U CRAIG W. I. KOTARSKI rY ENCROACHES ONTO SUBJECT PROPERTY2.7' ALE Lie. No. 0402048507 8/ 25/ 21 20' LANDSCAPE BUFFER & 20' PARKING SETBACK (NEW 6" GV _ 900 BENDrONAL� EXISTING ODRA14T VALVE TO REMAIN .1" EORPSTOP 4 _----_—__—-------_ — E E to —�— ,a — — — — — — N V RETAINING WALL° - MANAGED STEEP SLOPES (MAX HEIGHT = 6') I — —M— — M M V 3 ANCHOR DIAMOND PRO SEGMENTAL 50' DRIVE-THRU SETBACK ~ '" 1; 3 I TREELINE -MIX OF EVERGREEN AND DECIDUOUS I APPROXIMATE LOCATION a a 2 BLOCK WALL - COLOR: JAMES RIVER ( ) ADJACENT TO RESIDENTIAL o'er o n ~ OF EXISTING 12" DIP w Om I LLA WATER MAIN (RWSA) C � v Q0 z w -i — vi O PRE -ORDER BOARD d E o N 0 R POINT CANOPY WITH LEGEND: 0 Ell N 0- ER U DIGITAL ORDER SCREEN (DOS) I � u Z ~ ; K �Oma cn uj me el� -pa - STANDARD DUTY CONCRETE _ == ry z O Q U¢ N O U a R25' R25' HEAVY DUTY CONCRETE 00 p��JU J 5 C -6 I LIGHT DUTY ASPHALT -i ¢ \ ¢ W ti 12' DRAINAGE�EMENT i o o \\ / /� vi Q d m m DB 1159, PG 232 i p � \ ° r> \ HEAVY DUTY ASPHALT 0 m d DB 2041, PG 309 \\ I R20' q o � 8 OC \ O Z) z L DB 689, PG 447 O m O ca O 2 BIKE RACKS DUMPSTER R20' LLILLILL LLLLLL PAVEMENT REPLACEMENT 0 ¢ ¢ \\ 5' LOADING SPACE \\ i SCREENING ENCLOSURE \ LLLLLLL SEE DETAIL 12 \\ I e ORDER BOARD (Z) DESIGNATED MOBILE ORDER ( ° PICKUP SPACE SIGN w w o 0 0 0 0 --------� O \ i 2'C B NVS \ \ NOTES w\\\� �� 11 TRANSI ON' 4 5 ° ° ° 5' 19.33' c= ti N 11 �I I 7 - ° ° 10.17' \ \ 1. A KNOX BOX SHALL BE INSTALLED. z _ CG-2 ' : / I COORDINATE LOCATION WITH THE — — — — — — I �; O . ° FIRE MARSHAL'S OFFICE. 5 DATE -��---T I---� I �li 2'CURB SANITARY II I I I Ili CUT SEWER TIO CREASETRAP �'bs -GONG ti TOWHEEL :: :: :: :. is, : 2. RWSA MUST BE ONSITE DURING � 312212021 THE EXISTING WATER SERVICE 0 CONNES _ C. (TY _ . - _ : - ABANDONMENT. } DRAWN BY II II Ilu I GREASE 4 ': :: :' :� o I CLEARANCE A. FONTAINE I� IlY i I CONNECTION 12 I BAR DESIGNED BY 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' R3' III I I PROPOSED rMi ° ASHPALT 1" TYPE K li I I STARBUCKS v _� - ° HEAVY DUTY • C. KOTARSKI Ili I ± 1,150 SF - �+ 5" BOL RD DIRECTIONAL ARROW COPPER _ NON -IL UMINATED� WATERLINE CONCRETE I • • SCALE tl 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 �; ° COPPERPEE 450 • ° (3) DESIGNATED CURBSIDE BEND II I I 2 ORDER PARKING SIGN .III 7.5' ° M Q I I' 8'8'� LIGHT DUTY ASHPALT R3' R5, ANCHOR DIAMOND PRO a 1 ° I ° R5' v N SEGMENTAL BLOCK WALL o ao n ° 0 U COLOR: JAMES RIVER u a o 45° d ------°I� BEND I 2 __________===��A I o _ z e : I Q ���� I. ---------------- - J / i /� / �� \ `-` 1 M r.� r• r. r. r r.� rf �' : .O : N 24' m i SWMA-66"CMP U W STORAGE PIPE CG-6 J \e\\ I ; a 0 SWM FACILITY °. 2 ° - p - 5' �� o I DIRECTIONAL EASEMENT SIGN z Z o R10' DEED BOOK:_ ADA SIGN CG-12 H ' STOP SIGN PAGE: � R15' � o —------ ---b=-----E-6�--------- -----------------2_ CG-2 w > I� eeeavav000va W — — _ _ NdS 2' CURB -------------------------------------------------------- - _ a . FEDEX BOX L TRANSITION ------ z `° --------------- a LL dS "EXITONLYTfHANKYOU"-------------------------------------------- O J DIRECTIONAL SIGN R39' �--I u _ o O I X L "-"-"-"-"---------------------- I— N LL 10' BUILDING SETBACK M w o ct� 8" SS S" SS 8" SS 8" SS 8" SS — L 18'PUBLIC �- 3 a a I SANITARYMH LL ACCESS EASEMENT 24' TOP=425.4' I L DEED BOOK 515, PAGE 406 —ice Q rn 05 INV. IN=4179' L DB5151406A D LL CONNECT TO I N w 9 0 INV OUT=4177' L DB 1159/199 0] F— L EXIST. MANHOLE J uw LL DB 16781374 N- - — - - — - _ — - - — _ _ _ - — _ _ — - _ _ L — - _ Q d O LL 24 SEMINOLE LANE LLLLLL — — o 2 PUBLIC LLLLL CROSSWALK - CG-2 } � F- VARIABLE WIDTH R/W LLLLL E o LLL 2' CURB a PAVEMENT LLLLL TRANSITION — — - 0 REPLACEMENT U D 8 JOINT / CG ( 3 Z / — on— — - — — 1" TYPE K COPPER Z h on — —Ion— — —ion— — - Ion— — - — —Ion— — - — —Ion— — - — —Ion— — _ WATERLINE 02 TEL o £ ~ \ — —Ion— — UG JBOX MARK o —-7 Ion i - - —lon— — o s - — ion 3 \\ BENCHMARKSET I, I a - — —lon— — - — —Ion— — - — —Ion— — - — --ton— BACK I ' x CHISELED SQUARE IN TOP I I — I I 5' CONCRETE _ \ CURB —Ion— _ _ SIDEWALK Flo �4 V i x -� Ion----- 2= d� 1 ELEVATION=426.46' ` \1 Ion ion— — - — , \ ion----- o V7� p ® —ion— T I$HEE- -1arr� ion — - L on----- - _ _ — I 1" TYPE K COPPER ion— — T �, `g \ I —ion —ion----- I1 vI \ to ion— — - — - — —ion— —I —WATERLINE 1on� c —.Lon— — - — `o �. —.con— — � 06 ° I 1 -- — g m TO U.S. ROUTE 29 p NEW — — — —ion— �i I SEMINOLE TRAIL \ °� CONNECTTO (HYDRANT x I \ ' \ EXISTING SIDEWALK I I JOB NO. o I VARIABLE WIDTH R/W \ p I & VALVE aI MASTARM \ TRAFFIC I F I SCALE 1"=10' n / 47165 �NEW 6"GV 01+WM a I o a . c 80 0--------- -- SHEET NO. n o --- --- n p EXISTING FIVDRAT C4.OVALVE TO REMAIN 160RPFESTOP 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 = _ _ _ - - _ - - _ - _ - - - - _ - - - -_ - = _ g4qg4o q_44La49 5_�_ 455 ----------------------- ----- ------- �460- - - `�__ 4.5434303`9 `�v 4 456----- --453 - - - --J ---- 43i-< - - - - . - - - - - - - - - - - - -452 - _ - _ _- - - - - - l.702-A-CRE --E-- _ - -- -- - - - - - - _ - - - - - - - - - - 450-Qs/= _-------045BLQ5 OA'Oi1fJ0 -- - ---- --- -_-_- - - '----- --_ 12 w w w w 449- _ _ _ _ 5- c9 \ - \-- -448-- ___ ___ - -__--- _ - -- -4, -- _45 _ 4 ----_t-`-` --- -- -- \ 46 6------------ ------------ - _ _ - -- - -- --- -- - ---__-_---- - ` 11 33 433 443, g3- - - - - - - - _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - _ _ 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 1.94' \ - \ GRASS LINED DITCH \ \ TC \ ( \ \ W W W n TC TW - q39 \ n = 0.035; S = 7.0% .> 3' I q29 428.96' efl O \ � � W 434.32' 439.49' � � \ \ 120 \ \ 119 \ \ \ BW 1 434.74'I \ �\ Ate TC `, _ DITCH CALCULATIONS 433.39' -43 12' DRAINAGE L\SEMENT 1 \ 433.89q6No Scale DB 1159, PG232 \ i I TC \ \ 432.56' 33 BW \ROOFDRAIN NOTES: \ i 42872429.11, \ \ 435.26'DB 2041, PG 309 \ I I II \ \ LTO 0' 433 \ \ \ 1. PIPES FROM ROOFDRAINS TO HAVE A MINIMUM SLOPE DB 689, PG 447 \\ ; 1 II 427.83' 117 \ \ \ \ I \ \ OF 1.0% OR AS SPECIFIED ON PLAN. 427.90' g 432 \ \ 430 42 \ \ \ \ 2. PIPE FROM ROOFDRAINS TO HAVE A MINIMUM COVER 428 115 114 - - - TC OF 2.0' \ \\ I I I I I I T A? \ 430 TC 431 a31.1z TO 3. CONTRACTOR TO VERIFY IF DOWNSPOUT BOOT CAN I \\ 1 I I y,28.16' 16 9 430.77' TC \ \ 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 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING AND UNABLE TO LOCATE INVERT I i h I I I \ TC - \ \ / ° \ PROPOSED STORM INVERTS OUT OF THE BUILDING I I 2' WIDE CURB I l; ? I I \ a� FF=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 \ \ o CONTRACTOR SHALL COORDINATE ANY CONFLICTS OVER FLOW Ili 1 I I \ ° FFE=428.3 ' \ Yy� \ \ Q f433.77' WITH ENGINEER BEFORE BEGINNING CONSTRUCTION. ELEV: 427.85 i I \ I \ \ \ I \ \ \ \ \ \ 12 II a o \ LP ' TC I \ I I ll �/ IG I11 1 I \I I� 112 \a27.99' 11 12 \\ Imo\ 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 PROPCjED I 10 \ \ TC TC \ I I I I STARBUCKS _,_ _ ° \ \ Q� \ \ \ 430.66'\ 431.36' \ \ I \ ±1,150SF\\ I I FFE=428.35 TC \ \ 11i 1 1 I TC \ ° 428.�2' \ \ 11 \ \ \ \ \ \ \ Lu l I II 1 I I\ 427.06' N \ FFE=428.35' 1 I Q\ \ I \ \ N T I 111 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 I Q0 428 I y1 1 1 1 ROOF DRAIN \ \ \ \ /\ 43 TVV c 1l � I I 1 II N� TYP DROP INLET I I; I I l .I I 427.59'\ 427.73' \ \\ Tq 436- TOP =421.620. I 27.87' \ INV. IN =417. V a: i TC \ 43o.zz' \ \ INV O&F =4170' III I X-10 11 I \ ; \ az7s3' � ; \ \ T \ 4 2.84' 43 8' 101I �; / 11 \ 428.15' 427.67' I \ \ \ \ \ \ \ \ 4zTC 3 \ I 427.46' 7.6 42Z.75' TC 43134' \ f627 111\ \ 36' ACCESS TC \ 1TC 435.19' 430.18' \ Y\\ I \ 427.57' \ 429.87' \ BW \ i\p+Q �S.� I I \\ II I \ RISER \FPS I 432.33' 3.OT'� '' I ' \ \ 4 , \ 36"ACCESS 10 2 T \ \ \ \\ \ \ \ RISER \ 427.39' I 413.T �i„\AQ i' i �\ TC , \ \ I 427.45' TC \ \ 1 =412.4' i �' \y i TC 26.79' l A21 I 428.23' \ \ \ 1 TW 425.85' \ _ _ -' \ \ \ TC \ \ �434.63' -------- i--L a 43277 \ e__ T___________________ __ ______________________________ �___ ____________ 1 \\ \ a . i FEDEX B� Y TC 144� SWM A \ 427.21' \ 427.30' -------------------------------------- -------T---TC- - --------------- \ \ I B ______________ _ -TW - LL 4 30 LF OF 66" CMP \ \N \ \ 1429.75' \------- --- -----4-19-- --\ -------- STORAGE PIPE F w \A M \ \ gW \ X TC �� \ o ate\ v \ BW.6' \ \ __ WITH WEIR PLATE \ \ 8" SS 8" SS 8" SS 8" SS � \ \ \ i. 18' PUBLIC \ \ a I S/WITARYMH I / ACCESSE$EMENT \ \ \ \ ¢ i TOP=425.4' I / N DEED BOOK 15, PAGE 406 \ N \ \ INV. IN =4179' / DB 515/406A M / I INV OUT-417.T DB 1159/199 \ v \ o-------------------- --�--- _ DB16781374 1 C4 \\ \ \ \ N O TC \ SEMINOLE LANE \\ c� �- - - 4 .77' \ PUBLIC \ \ VARIABLE WIDTH R/W \ \\ TC d m \ TC 427.03' 429.22' 430 TC \ \ 0' '' TC \ 429.76'- 3 W 426.68' \ 427.42' 429z TC \ \ - ¢ 427.55' I 1 1 1 \ \ f-/ion- -__ //- �n ---4--ion-- _---ion- ----_Lon- Q o d� \ 1 - - 1EJn r ' / co Z - -- \ N i t , d' 1 1 I TEL 1 I a \ -lon- - - ' I �'\\\ \ - \\ --Jnn l -- son--- /7 I I UGJBOX // 1 MARK 11 0 \ \ \ I \ -1'Jn- Z o \ BENCHMARKSET `` \ tnn- - - - -Inn- ¢ �` ' \ I I / 1 -Inn- - - - -ion\ \\ \ CHISELED SQUARE IN TOOP 1 +I \ � I� / I \ - - I 1 �00 G BACK gURB \ 1 - \ Inn- - L- -LoA- - - - Inn- - / \ \ -1nn 11 // l o ; ! ELEVATON=426.46' \ !1 1 I oo T - -Inn- - - - - jnn- \ / �1 o\ / TR FICN Inn -----Inn---- J.n---err` lnn�s -1--- / d \` \ �\ / 1 -inn-- --Inn---- --- / Inn---- pion-- T \ \ / y- - - " . - - - - 1 I \ \ \\ \ \ @\ / i \ tnn�- - - - -Inn- -L - - - c�Q/ / -Inn- - 11'Jn- - - - _�-1'Jn- TOUS.1ROUTE29t.L9 --tnn- NI \ SEMINOL\E TRAIL MATCH EXISTING VARIABLE &DTH R/W I 1\ \ ' \ \ ELEVATIONS \ \ \ \ I II 1 l�4STARM \ \ \ TRAFFIC \ \\ I \\ 1 I \ SCALE 1"=10' DROP INLET \ \ I ^` EX TOE'=428.4' I I _42 +/- 427.86' i _ _ ---\� /' / \ \ '------- INV.I 6"=425.5' \ ` ----�` 0 10' 20' a-----.-----.----o- �- --- a-.--- o INV. IM=423.6' o a \ : o a o \ \ 18" RCP INV OUZ=423.5' C'3 U CRAIG W. I. KOTARSKI r Y Lie. No. 0402048507 ��'n, 8/ 25/ 21 A M E O � O N Vi N C > E ° E w < um (n o U. O 2 J L M ¢ V GoZ W w j -ui O ON O (:� En W R Z F i d Cn ~ R U Ln S v ry z O O Ucn Q c =u>� F c ON av U00 -jU)U k�Wia CQ U) W O Z) z = (f) Q� O CQ Q ca o= a N w = N \\K- Q 7 \ n 0 Z ¢ c Z a z O DATE In 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE 1 "=10' �• -T z a c J Lu 00 J n u Z= z Q� a Q W 0 c z Z r 0 n c `o U n/ LL M-i J � d 3 (� 2:a LLJ N w �x coCDo; ' Q z 00 v, o 2 E- n/ E o a fLLn c 0 m U v a0 O c 0/1r1 0 3 Z 1 1 1 2 0 � m a os Q � a 3 2 x a C 0.0 016 g„ A C .8 d `o Eg 06 v c 2 a f0 'a JOB NO. w =0 47165 m C V SHEET NO. n 0 C5. 0 c E F_ I 00000 'i - -/ I i - - - - -1 l I - - - - - - -` ( i - - - - - - - - _ zz _ _ . �\ - - PREAREA IB " ` - - - - - - -- _ - - - - - - - - i \ - - - \� ,� .UNDISTURBED AREA TO SWM A=7 - - - - - - - - - - - - - - - - - - - - - = � -�- -Z AREA =0.200 AC �y IMPERVIOUS AC - = -- - _ �7 _- --- �� GRASS COVER=0.200_AC -- -- ----- _- - - - - - - - - - - - - - - _ i _ - _ _ _ _- 40_� - -_--_ - _�_-___- _ _ _ - - - - - - - - - - - - - - _ - - - - - - - - - �- _ -�'i9• '/.T 4'/ \ - - - - - »u+�la ,.wru+ - - - -� - - - - - - - - - - - - ------ ------ - ---- _ _-I'4 '� @ I I \ \ \ PROPANE TANK - \ \ \ I \\ L�II \ \\ \\\ \ I \ \ \ \\ I F"�®. �,` �vl� 43 \ II -i- - - POSTAREAIC it IN, \ -�- - -PRE AREA C I \ , \' \ UNDISTURBED AREA TO API �C•i \\ UNDISTURBED AREA TO API II�I� I \�� \ ^\\ __-- °'"`" --- I \ \ - AREA =0.214 AC IN Q AREA 111: IMPERVIOUS=0.006 AC a III m RE AREA IA / b v \ \ AlF IMPER OUS 210.88 ACIlAREA=0.303 AC `� \ `�/ CW '� I I \ I� �I GRASS COiER=0.126 GRASS COVER = 0.126 AC W\ IMPERVIOUS = 0.273 AC \ I O I I \ ( \ I I I I I \ I I�� IGRASS COVER=0.030 AC +T I 1 \J \ \., PosraREam N PRE AREA 2A� I DISTURBED AREA TO AN N\ \ AREA AC \ 1 \ -ISATE`� ON \�\ I / %\ IMPERVIOUS = '36' AREA=0.088 AC IMPERVIOUS=0.063 AC •I -' \ \ �� S 0.142 AC I \ GRASS COVER = 0.025 AC I \ \ \ / , \ GRASS COVER (B SOILS) = 0.087 AC I \ / \ GRASS COVER D SOILS 0.053 AC ANALYSIS ANALYSIS POINT 4A Ic\ POINT1 I A \ \ I I _ ? �-----' c� - ----- ` 8" SS 8" S / \ v � v� �. ,� )_-- = �_----\ 8" SS g" g� 8„ SS SS 8' SS - - - S` � \ F^9FArO 'C (P /i \ \\ 1 4----- 1 4 r r � ggqqqsnnmmrvaxx 9 1\ \\ / I \ / ,-------- ------ - war use-- \\�=iPEma�misul�// \\ -�\ \ + s�_�ssssl•�ss s>yl:��f-�"\jr,, r \\ \ I \\ -�\ \N \-ion i'/ I - -Ilan- - ��,I I 1 r 1 �" _ -- iE)n N �_ \ L �\-Lon � I 11 Odd \\\ - \ \ \ r • --Lon lr� T� ANALYSIS �I ANALYSIS \\ •"slag �. \ \ POINT 2 0\ POINT 2 1 \ 0.3 M/LEE TO M U.S. ROUTE 29 ^P \ 0.3 MILES TO \ R/VANNA RIVER PREAREq 2B SFM/NOLE TRAIL RIVANNA RIVER LANE \ \ UNDISTURBED TO AP y RAREA = 0.288 ACAW \ 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 0 301 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 11LL-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: signs. of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris; clogging of the outlet structures and any pilot channels; excessive erosion; sediment accumulation in the basin and 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 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 O(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 O(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 :5 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) :5 3.99 CFS (PRE -DEVELOPED Q10) ALL MODELED DRAINAGE AREAS ARE EITHER STEEP VEGETATION OR IMPERVIOUS AREAS. A MINIMUM TC OF 6 MINUTES WAS ASSUMED FOR BOTH PRE AND POST DEVELOPED DRAINAGE AREAS. or POSTAREA IB '. UNDISTURBED AREA TO AP1-:-' VIA SWM A AREA = 0.231 AC IMPERVIOUS = 0.000 AC GRASS COVER = 0.231 AC X1 PoSTAREAIA ':._:F':-.i:•::':':::: :: ... DISTURBED AREA TO RI•- --- :_:._•: -• VIA SLAM A .�.:.:. ,'.'::'::'.i:_•:i(- AREA =0.329 AC IMPERVIOUS = 0.247 AC GRASS COVER = 0.082 AC /L POST AREA 2A nw - \ DISTURBED AREA TO AP2 AREA=0.167AC \1 IMPERVIOUS=0.120AC �� \ \ GRASS COVER IS SOILS) = 0.020 AC \ 1_ \ GRASS COVER (D SOILS) -= 0.027 AC -IlOn- I I _ lon- n - -\-ion 1 (I) -1Dn- - -Ann- _ - MPOSTAREA 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 y I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ _r_ ------- I I \ \ r AREAS GOING TO SHEET FLOW WITH NO CHANGE IN COVER OR GRADING r Ir I I 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)IRVDEVELOPED + Q'OFFSITE OK 1.07 CFS:5 0.90-(0.73 CFS-0.034 AC-FT)/(0.030 AC -FT) + 0.46 CFS = 1.20 CFS FLOOD PROTECTION: POST -DEVELOPED Q10:5 PRE -DEVELOPED Q10 OK 2.57 CFS (POST -DEVELOPED Q10) :5 3.18 CFS (PRE -DEVELOPED Q10) �Y'I,L�g QF G U CRAIG W. 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No. 0402048507 8/ 25/ 21 V�j M E O � O N Vi N C i E v w v w 3 ¢LL 3 (� O LL o O 2 L M Q j V m Z W w--� O Z F i ~ R 3:0 U �ul it e LL O G F LnS v ry z O O U� Q c xU F c 00 -j U) m I U W O O z � _ (n Qa' O CQ Q ca o= K a S H � p 0 0 f 0 C > W04 f a c a Z DATE (n 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE 1 "=10' W z a c J LU J a O z` J �QQ' 0 c LL > L�U/ z Q r 0 w O �r� C U V o Mw (� J Q 3 r/ NaZ� � a N w Qo -1 o cq Q Q 2'z 00 o 2 W c� J E2 00 U O C D O 3 Z z„ O 0 os Q � 3 a >` X C N o g„ A C d `o 0g 06 v c MU a f0 'a JOB N0. N o m 47165 C V SHEET NO. n o C6.1 0 E �_