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HomeMy WebLinkAboutWPO202100003 Plan - VSMP 2021-01-19STARBUCKS - 2231 SEMINOLE LANE SITE DATA: TAX MAP PARCEL: 045131-05-OA-01100 PARCEL AREA: 0.70 ACRES LIMITS OF DISTURBANCE: 0.574 AC ACRES VSMP/WPO PLAN ALBEMARLE COUNTY, VIRGINIA ZONING: HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS 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 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 125 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: ±1.138 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) = 1,138 SF STARBUCKS RESTAURANT: 13 SPACES / 1,000 SF GFA 1,138 SF X 13 SPACE 11,000 SF = 15 SPACES TOTAL PROPOSED PARKING: 12 SPACES [2 ADA COMPLIANT, 1 OF WHICH IS VAN ACCESSIBLE] *PARKING WAIVER REQUEST* 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 Trio Generation for Starbucks - 2231 Seminole Lane 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 1,138 SF (GFA) 934 55 56 111 22 21 43 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES: RESTAURANT: 50 GPD/100 SF FLOOR SPACE TOTAL GPD: 50 GPD X 1,138 SF/100 SF = 569 GPD AVERAGE HOUR: 569 / 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 1,138 SF/100 SF = 569 GPD TOTAL GPD = 569 GPD LOCHRIDGE ILLS 10 � 659 Charlottesville Albemarle SPCA 19 1/19/2021 DoubleTree by Hilton Q Hotel Charlottesville Sam's Club Q QUrr Walmart Supercenter Q 6 99 Jim Price Chevrolet i Bowlero Charlottesville O WOODBROOK CROSSINGS �€� CONDOS ©Skrimp Shack Order000rDash a &ookme., Q _DS gGoog[e n� PO/O Grounds Rd Primary Honda SITE !� LOCATION 0 Monticello United Soccer Club R;y a� na Rriler CARRSBROOK o� �` G� Gloucester Ra o� Dover osn,od`O 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 CHARLOTTESVILLEI 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 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 STARBUCKS DETAILS & PROFFERS 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 C5.0 GRADING & DRAINAGE PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 INLET DRAINAGE AREA PLAN C7.0 UTILITY PROFILES TOTAL = 17 SHEETS ��wLs'II OIZ i U CRAIG W. J. KOTARSKI Lic. No. 0402048507 6P,, 1/19121 a 11 vi 0 0 cD 0 0 x 0 W > W U Q z 0 Ce 0 r r•� z O i f H F 0 DATE 1/19/2021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W 3 z a N _ J W 0 3 J N s 0 0 z 0 H� N 3 5 N a Q c Uj ' I v) z r �w� p U > o M W af O 0 t fV af Q U 3 = NW m o Q 2 JOB NO. 47165 SHEET NO. CO.0 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. GENERALNOTES LEGEND Ri7A-mTi7 m STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK . � � m CLEARING LIMITS - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 0 PARKING COUNT SEWER (5y--S EXISTING SANITARY SEWER WATER EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT 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. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE 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. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 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) 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, 2009 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 AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 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. 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 BEACH IEVED. 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 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. U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 ��'n, 1119121 A M E 0 � o N Vi N C ¢o > E w ° E Lu a u- oW- w 0m K W L M ¢� J U m W i N U W w � 3:o x 0J N LL a 04 v = N N = U > F ¢ . c �^ O � N � M o w vi D 0 D 0 cc x 0 w w_ U z O 0 O H F DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A Lu I5 z a J W J n O � z`o H�N v Q U o W > J s A } Q Z r 111 a 1�1 Ou Q o Mw N Q C/) 2:a Nwwo 0] o 0 i Q p �Z n0 Z o2 A �-6 v) EE o a �N U 0 D 0 3 Z z„ K1 0 � LJJ � a 0 o Qm a m X C 0.0 d� dh 0 0 m � E `o � M V N 06 a f0 'a JOB NO. w 0 2 .- 47165 o C p SHEET NO. n o C1.0 c E F_ CG-12 •5 DOWELS, 8" LONG AT 12" C-C 5'I 12:1 MAX 1 N I RAMP r E TABLE) A BACK OF 20:1 PERMISSIBLE CONSTRUCTION JOINT zm 12:1 MAXI �MII SEE TABLE) ABIII J DOMES 1 OF 5 FOR DETAILS PERMISSIBLE CONSTRUCTION 3 JOINT In 0 U SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 2 5 10 5 6 1 14 15 WITH BUFFER STRIP CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK SLOPING 48;1 MAX. SLOPE WITHOUT BUFFER STRIP CROSSWALK wae- ]HALL UL r"ovvu PERPENDICULAR CR( f, WITHIN THE MARKEC SSWALK AREA. CURB M�ii§CRO 4' BUFFER STRIP 5- SIDEWALK DIAGONAL PLACEMENT 48:1 MAX. LANDING 48.1 MAX. SLOPE CURB 0 1 T CROSSWALK R?'1 FJ R = MO} CROSSWALK Y Ma1 J F GR!F (7 CO OR TE CURB II N II CURB WITH BUFFER STRIP & WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 203.07 0 7/ 16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 8 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 7p:1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED T CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDESTHi,) RAMP FLOOR.MID-DEPTH OF RAMP FLOOR. MINIMUM COVER IL 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS y ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. `% 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED ' 12�•T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX - v ' PERPENDICULAR TO THE CURB. 5' MIN * * - - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT 11=III=1 N - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK I 11=III=IIIE _ s 4' MIN Ildll-J = _ TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY qT * 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. , EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT ,W..W. ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'X 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' X 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 0 TRUNCATED DOME in 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - y O O O 040 O O O O O O O - THE BACK OF CURB. W - 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o + a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H 1i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IR[ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50Y-65Z OF BASE TOP DIAMETER DIAMETER O O O O O O O O O O O 0 0 0 0 DETECTABLE WARNING o I AT BACK OF CURB `1 4" VARIABLE FULL WIDT L H OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER _I f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL \VDOT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% -A .4 .. 4. 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. C=�)DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale R=14 1•': CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) %3/ ;:.:::•: EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED A. EXPANSION FILLER CONC. WALK COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND / HANDICAP SIGN / LOCATION (VAN) FACE OF CURB PAINTED PER VDOT SPEC. 4" 21-B STONE CONCRETE BUMPER BLOCK AS NOTED ON C4.0 FACE OF CURB 4" PAINTED STRIPE 9, (TYPICAL) 9' 9' 1 r ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale EXISTING PAVEM I- 2 > a SAWCUT THROUGH U EX. SURFACE COURSE w & REMOVE PAVEMENT \ 2' MIN 1 PROPOSED PAVEM MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR RUSHED STONE BEDDING 6" DI CLEANOUT PLUGATEND OFLINE CLEANOUT DETAIL No Scale P Sp LENGTH ANCHOR WITH %8' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. u SOLID WHITE LINE 24" (TYP.) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 21 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale CURB TRANSITION DETAIL No Scale 61Eel 01 STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS SIGN AND POST DETAIL No Scale R �iV®RKING PARKNG PBkTY PmTY IM-NORE $M-rAFM lOW AWAY M E TOW AWAY ZqE VAN 6'ABOVE ACE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale VDOT A-3 CONCRETE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale 4" MIN. 2" R CONIC CURB AND GUTTER CLASS 3A, 716- (fc=3,000 PSI) CONCRETE d d ° °4- 4 7" d ° 4 ° , .4 ° [I f�6" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale ^." ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ 4 _ T 10" 3,000 PSI AIR ENTRAINED PORTLAND 4 CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES HEAVY DUTY CONCRETE PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 1119121 M E 0 0 rn u N � N C > E a; E W Q LL 0 Ed W0 < W L M Q � um Z ai J - M i O d 5: w O N a z H =x a� < U w oQ o U) 2 N Z =V >N O_ ~ c 1n U1 o � W N M a a m J O W l0 H- vi 0 0 (D 0 0 S H W W U Q z 0 14 0 r DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A w s c 5 z N c J > 0 N W Io 0 0 J N n O n c zo d N C N G Q V�/) 0 c UJ > J ° L ` � N vJm z � r W n J 0 c 1-1 U Q `0 Mw,,,x J 06 3 c N < U IN W III = Q N ' O m Z c E i D c m U D_ 0 Ile z z 0 0 LL � `o 2 o n m N x m m m m N E E 0 D d m 0 JOB No. uQ 47165 N c SHEET NO. o. m C1.1 m D Y z z D 4' MIN 01 6' MIN ON MMAIM1 DACIINI NON TRAFFIC INSTALLATION „RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN _. JER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLEIS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NYLOPLAST 12" DRAIN BASIN: 2812AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. OOOOOO MINIMUM PIPE BURIAL OO DEPTH PER PIPE MANUFACNRER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (A)OORDINGTO (MIN. MANUFACTURING PIANSTAKE OFF) RED. SAME AS MIN. SUMP) 15I ADAPTERN VARIANEP 3W AWpRISING ro NA16 WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) (4) VARIOUS TYPES OF INLET& OUTLETADAPTERSAVALABLE: 4"-12" FOR CORRUGATED HOPE (ADS N-121RANOOR DUAL WALL, ADSIHANOOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC CBOWC905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1-GRAMS UD COVER SHALL BE DUCTILE IRON PER ASTM AKE OWETOWOS, WITH THE EXCEPTION OF THE BRONZE GRATE, F INTD 2-FRNF95HNL BE OUCTILEIRON PERl51MA536 GRADE 1050A5 STE 3-DRAIN MINMBECUSTOMMWUFACTURm ACCOWNGMP DETNLS. SESS RSERSME NEEDED FOR BASINS OVERWDUE TO SHIPPING RESTRCTIONS. ER,O SEE DRAWING NO.Ml-110085 AL U 4- DRAINAGE CONNECTION! STUB MINT TGHTNESS SHALL CONFORM TO UCTI MM03212Fg3WRRN MDHDPEIADSN.IMMWRDUALWALI, ED4 N-12 HP, &PVC SEWER. HER5-ADAPTERSCMBEMOUNTEDONMYANIUEO-TOW. TODETERMINEMINIMUM DEE,ANGLE BETWEEN ADAPTERS SEE DRAWING NO.. 700141N12. "ON I MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7OD1-11D.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (8' MIN. BASED ON MNUFACl11RING REQ.) 4' MIN GRATEOPTIONS LOADRATING PART# DRAWING# PEDESTRIAN MEETS H-10 1299CGP ]001910.202 STANDARD MEETS H-21 1299CGS 7001-110.2N SOUDCOVER MEETS H-20 1299CGC 7001-110-za PECESTRAN BRONZE WA 12i"aGGPB ]L01-110.N5 DOME WA 1ID9CG0 ]LOT-110.H8 CRCPINGRATE LDM CUIV 1201D1 TCO1-110021 1201DI APPROX. DRAIN AREA =39.75 SO IN APPROX. WEIGHT =15 USE NyLO LAsT �6 o� 0 3 01 0 h m I e= �e 014.95 DUCTILE IRON I 1.25 011.84 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAYVARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY AWA MATERIAL 3130WROIMAW DIMENSIONS ARE IN INCHES NYLOPLA5T HAS PROPRIETARY RIGHTS. THE RECEIPT BUFOm, 6AN518 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE Ou00 PIN RRI9M-24N QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70N005 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR x�Y1 St• FM(77E)92294N PANT: CASTINGS ARE FURNISHED WITH A BUCK PANT REPRODUCTION ECHNICATIONOF THIS PRINTSHOWN HEREIN 0.EWSm BY Em PROJECT Np.MAME x7 w•w.nylWleHue.com REPRW UCTION OF THIS PRINT ARMY INFORMATIONSIZWQE ACEOF SSTAT ID I MEETSREQUIREMENTSREGISTER PART AM RICANDEPARTMENT DINT OF ARTICLE HECONTAINED REFROM, FOR RRANE DISCLRE OF MYURETO DATE 41N1 ACT AS STATED IN FEDERAL LREGISTER PARTIII, DEPARTMENT OF ARTICLEDEN.ECEPTB SECIIFIC WRITTEN PERMISSION OTHERS t9NDmPIx JUSTICE, 23 CM PART 38. IB FORBIDDEN. EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYlOP1AST. XN+, xnw.er DINGSIZE A I SCALE 1N1 SHEEP 10i1 DWD NQ 7001.110421 REV D 1299CGC APPROX WEIGHT WITH FRAME =39.90 LES LFOR R ESS 356 r 1.81 In13.56 + 13.38 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DMWNBY EBC MATERIAL 3IN ERONAAW ACTUAL DIMENSIONS MAY VARY NWOPIAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD GAM518 DIMENSIONS ARE IN INCHES ORPOSSESSION OF THIS PRINTWES NOTCONFER DATE ua DUCTILE RON ♦ PIN (T70)D2-2"S GRATE MEETS H-20 LOAD RATING TRANSFER OR LICENSE THE USE OF THE DESIGN OR NylO laSt FAX (77M)932-W QUALITY: MATERIALS SHALL CONFORM TO ASTM A538 GRADE 705005 TECHNICAL INFORMATION SHOWN HEREIN RMSEDBY EBC PROTECT NO.NNE WNW.nyIAPINPux.mm REPRODUCTION OF THIS PRINT OR ANY INFORMATION TILE PANT: CASTINGS ARE FURNISHED WITH ABLACK PANT CONTAINED HEREIN, OR MANUFACTURE OF MY DATE 3F1410 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 121N ITMID COVERABSEMBLY 7001-110033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROMNYTDRPST. emmxrwnwr DROSPE A SCALE 1:8 SHEET 1OF1 OWE NO ml-1 W2N4 MY C HALF PLAN VIEW SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTES 1 FRAME & COVER THE TOPSUFFICIENTLY OF MASOLOW TNRY ISERMIT TO BE LEFT L PROPER ADJUSTMENT OF COVER PR AND ERNE TO GRADE BY THE USE OF MORTAR OR AS BRICK DIRECTED BY THE ENGINEER. ST-1 UIMILMR=4--6"+12 x WAA THIMME55) ol SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45- TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CAI. YMDS 4 0.5 0.785 1.437 5 0.7 0.785 1.999 6 0.9 0J85 1.961 7 1.0 0.785 2.223 e 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.8 0.785 3.009 11 1.9 0.970 1 3.455 12 2.2 0.970 3.817 13 i 2.5 0.970 4.179 14 2.8 0.970 4.541 15 1 3.1 1 0.970 4.903 18 1 3.4 1 0.970 5.265 17 1 4.0 1 1.173 FO32 INCREMENT 1 0.45 W-1 B NOTESP 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MAST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2.A BASE THCKNESS OF 9" WAS USED N COMPUTING CONCRETE WANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ME USED THE MNMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. S. ALL CONCRETE TO BE CLASS Al 7. WHEN SPEWED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FLOURISHING AND PACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE I D PRICE FOR THE STRUCTURE SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AN`��ANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 06.01 IS-1 v NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE NVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4-1 IN DIAMETER AND CONSIST OF STONE. BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED SHAPE V COPIPE (VENT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO GRAN TO INVERT OF OUTLET PPE PETALS OF INVERT EACH AS SHOWN HEREON ARE FOR EXAMPLE• .• ° PURPOSES ONLY. NVE EACH PINHOLE OR DROP INLET R TO F BE SHAPED NOIVDUALLY TO BEST FIT THE PARTICULAR INLET AND CUTLET CCIFICINATION AND FLOW LNES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROM NRv DG�TNDND3 SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 I REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION � I,LAg QF G U CRAIG W. I. KOTARSKI .P Lie. No. 0402048507 on, 1119121 M E CO 0 OI U N Vi N C >E w ° E Q U. ?+ O U. - w 0 U J L M Q< J V 00 J - Ui CII CIL O N E/1 N R Z W w m F~ o X _ N < it 04 v _ U N =� F Q Ul C N 0� N � M a � O W UO F- r•� H F- a DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W z 'm V c J t� O W J 0 a z 0 co N 5 DI Q '!J Y O v C Lu > J ° s N }Q� z I I 1 0 Ou 0 0 Mw�x J W 0 N < U NLL 0 oo i Q p °Z n-6O zo c2 EE w o a �N U O IY D D U 3 W z„ K1 0 � LJJ � a 0 d F d o Qm a m M JS � rn X C 0.0 D t-j d rn O O tll O C EaO O C O TG 06 2 a mm JOB NO. 0 0 N .- 47165 w O C O SHEET NO. n o C1.2 c E F_ L- NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. Original Proffers _Yes Amendment PROFFER STATEMENT Revised January 3, 2020 ZMA No. 2019-00011 Tax Map and Parcel Number(s): 045B1-05-OA-01 IOQ; Owner(s) of Record: Commercial Rentals, LLC Date of Proffer Signature:' ToQr,u�c.L --•J 0.702 acres to be rezoned from "Commercial Office (CO)" to "HiAway``Commercial (HC)" Commercial Rentals, LLC, is the owner (the "Owner") of real property described in Albemarle County records as Tax Map and Parcel Number 045B 1-05-OA-01 100 (the "Property") which is the subject of rezoning application ZMA No. 045B 1-05-OA-01100. Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are 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. Proffer 1. Uses: The following uses will not be permitted on the Property: I. 24.2.1 (5) Churches,cemeteries; 2. 24.2.1 (6) Clubs, lodges; 3. 24.2.1 (13) Fire and rescue squad stations; 4. 24.2.1 (14) Funeral homes; 5. 24.2.1 (23) Manufactured home and trailer sales and service; 6. 24.2.1 (24) Modular building sales; 7. 24.2.1 (41) and 22.2.1 (b)(3) Religious assembly use;�Cmeteries; 8. 24.2.1 (4 1) and 22.2.1 (b)(4) Clubs, lodges; 9. 24.2.1 (41) and 22.2.1 (b)(6) Fire and rescue squad statipns� 10.24.2.1 (4 1) and 22.2.1 (b)(7) Funeral homes. Proffer 2. Sidewalk: A pedestrian walkway will bd;cotisttuctcd from the building entrance area to the existing public sidewalk along Seminole Trail (Route 291tpomprised of a concrete sidewalk with a striped crosswalk provided where the walkway crosses the prlyate"asphalt entrance road into the Site. Version: 12/10i 12 PROFFERS No Scale Proffer 3. Architectural Design. Any new buildings constructed on the property must be designed such that the wall facing Route 29 will serve as the primary building fagade, or the wall facing Route 29 must incorporate transparent windows and doors at a minimum, and may also incorporate pilasters, recessed or projecting bays, or similar architectural elements and will not be a single, undifferentiated plane. Proffer 4. Managed Slopes: The managed slopes and existing landscape buffer will not be disturbed within the 20 ft. parking setback from the rear property line and all grading and retaining wall construction will adhere to the requirements in Section 18-30.7.5.. The under stgn d ttft that It is then Tyner lSi tlr Pr Pe Tfieso]pff s #raTDIK!If`trh_ Yl Proper'' and shall Fielding _Upon the wnet and wnet s'suct esso sort Interest, 0—"ER rot .erc-ial. tal5,1lJ c Mime, a;, _ d ' - -_ --- ?ate: a _ _ _ $I_. 5- �u2 �cm1 5' 1 _ I xw. 1 1l2"=1'-0" BOLLARD DETAILS No Scale (460mm) BOLT PATTERN [31.8nm] CAP G� 08' [620.3cH3 s• [121 L J m] TAPE a3 41• 4V4 il TAPE Ualcm1 I� AID C12.Icm [12dcm] 22.5 22.5- 1 ' ly4 [32cm] 57/Jp [13.2cm] � REFLECTOR 6' 3if' i _ - [152cm] 19.0cMJ OVERLAPPING LOUVERS ALLOW ONLY #3 II, yll DOWN LIGHT \ AI I #a I ) II I I #1 - S"XS'xYI SQUARE STEEL POST [12JcMI ,7 #2 - 8" ' STEEL °/a STEEL PLATE WELDED TO POST #1 I (( I ATE FOR BOLTS, PLATE SLOTTED - 5WO BAN S OF SQUARE STEEL POST . -TWO BANDS OF 1" WIDE EEG. GRADE [85.7cmi B I Y� I f 1 (SURFACE MOUNT) ) SLOTS ALLOW 45ft[1 ROTATION SILVER/WHITEDSTEEL REFLECTIVE TAPE i t PLATE DELLS) 4" [VERB] FOR WIRING -WELDED STEEL REMOVABLE CAP I I #3 -WELDED STEEL LOWER a REFLECTOR L W/POWDER-COATED S-S FASTENERS _ I I ALLOW DOWNWARD LIGHT #4 - D31 EXTERIOR FIXTURE A0. DPRPR LEDPAR 20 LAMP, (9W HAROVIRED LIFT -OUT ASSY FOR HOOK-OK-UP/LAMP CHANGE RAL7021 BLACK GREY, 10% SHEEN, EXT BOLLARD NON -ILLUMINATED SQUARE 14103] Y $ I OPTIONAL SEAM DTE - WAYFINDING GRAPHIC ARROW - SINGLE s .112'-V (460mm) #2 1 ML7021 BLACK GREY, 10% SHEEN, EXT BOLUR I D ILLLMI,NlED 5Q11ME 10107 FOUNOATION� 'sue®�� OPEN END -by OTHERS M� �' -- M 2' 3- 2- E I o OPTIONAL 5'-0'(1525mm) J SEAM - q DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC ARROW - DOUBLE ARROW - EXIT NOTE: ALL WAYFINDING GRAPHICS TO BE PAINTED WAYFINDING GRAPHIC DETAILS No Scale PROVIDE LOCKABLE, FREEZE LIGHT FIXTURE POLE PROOF HOSE BIBB AS REQUIRED 2 MOUNT TO TOP OF 10'-2. 6• SYJURISDICTION ENCLOSUREWALL WTMASONRV (3ntpnml )2D5m 11�CONTIN000SCONCRETE FOOTING CENTERED ON WALL Version: 12/10/12 T__________ ______________________ ____ t l (SEE STRUCIDRAL) 1.-e. 6"STL, BOLLARD; E (d80mm) 1 SEE DETAIL 6TRE-3 MP.) N� 4,,4 DOWNSPOUT CONNECTEDTO DRAINAGE SYSTEM B" CMU BLOCK WALL CONTINUOUS CONCRETE FOOTMG CENTERED ONWALLSEE STRUCTUPAI � ' \ o 1 F 1 -1 FT GATE SWING MIN. 115°, MAX.12U 6"STL. PoST./ FASTEN TOP TING 1 I I BELOW (TYPJ 1 I II r / E 6-USXnm)THICK _-may' CONCRETE SLAB ---��` I II 1 I II I I II 1 I 1/4"FLOOR SLOPE I � ® I II \ LJ U E 1 4. P (CLEM) T I 1 I I II j 11 TRENCH DRAIN; 1 / PROVIDE TRAFFIC RATED / GALVANIZED DRAIN AS 1 / REQUIRED BY 1 JURISDICTION AT EACH GATED OPENING(TYP.) ` 6")150mm)HIGH 1 WHEELSTOP `\\ CONTINUOUS ON 3SIDES 7 22 I L LJ I I 4 I _ ) I I ( 71 I I E I I I �F I d )205mm) TRASH ENCLOSURE DETAIL No Scale A E TRASH ENCLOSURE WITHOUT ROOF 4'4v-p,LTH OF Qr-� V CRAIGW. J. KOTARSIG Y Lic. No. 0402048507 14 ok VA/21 e_4 M E CD N O N N C E W a E - Y LU Q 0 i oLL— W 0 T a � U Go J — Ul Elf Mai CON U LU N O n Q K ILL. 00 �v If) _ N = V > LE, a u; rn O N N � Do J O W \D I — Uri 0 x c� 0 x 0 W U U a z 0 lY 0 r 21 H W 0 DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W J z N e C i r LU J U 0 0 1W 1 a In C z L 1- 4 0 li w In V In InZ VJ In � J J U G 1—t U Q `O M_� 0 0 Na�w ip aOC N m -8 cn ' Q Z U00 Z) ot of m M w i � m U Q a0 o� [E D U) Z ZN O d 1 s s 2 $ 0 d o d t o CI a w m w � y X C N O 2 O) N 0 O N U C E J U 06 a M'v Oa JOB NO. v0i W.2 as 6 47165ma WO C U SHEET NO. o. O C1.3 t E I REBAR FND. ` S32 26'27"W_X _ —X� "=' - WOODEN PRIVACY FENCE 171.64' REBAR FND. —x-- - —X— x— — x— — —X Z `a° Z v CLEARS PROPERTY LINE BY 0.3' OUe a6s OUa----------------_-466__- - -478- Q�-_-----_ -- -------____---_- --- --- ----- -----_-a_67- --- --aSB ___-_-_- ��, _-465- — __-_-_---_------DILAPI -----_-- - - - - -- - - ---- _PRIVAVyFENcE'_ -as3----------------ENCROACHESONFO_ - - - - �T &�4 ------------_ _SUDJE6_E--4sttI-- -- -_--_--_----_--_---_ 465- _-----_--_- -- _-_-_---_-__ --_---_ -- _�- --- ---- -468- - - �ANAGEDSTEEPSLOPES- ---- - __ -_ - - - - - - - - - - - - - - - - — 458- - - - 457- - _ _ _ _ _ _ _ - - - - - - - - - _ - — — — _ _ -- I --_------a56---------------- ------- - - - ------ - - - - -- -�_ - - -468-------_ ------ `__ __ --___ _�-------- '--- -465 - - _ --__-- - - - -__-- --_ - _ ----4--a54---- — —-------- - - -- - - --_ --_ — I—-@��-_-------0456L-QS=OA=C�11fJ0 ------------- —__—_ — — — — _ 6 -----------449-__ -� - - _ _ _----___- _--- - - - -- - --------- - -- - -- 4 ^---------- _ - __ - - --- - — — --- --- - - ----- - - - - - _ -- - -- I `o_ ---_ - ----- _ --- _ 449-'t4-f ���--------------- _ _ _ _ _ _-_____-----__- _--------__ 4$6 — _---_____-_---- _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ -439- - _ _ - _ - _ _ _ _ _ _ - - - - _ \ \ - - - - - _ _ - - - - -437-_ _ --_ _ _ — — _ _ - _----_---- -�.- --- _ -_ _�36_ _ _ — — _ --_ _ __ _ - _---------------- ----_ - - _--__------___----___-_----------- 1 _ _ _ - -•F _ _ _ _ - _ _ _ _ _ _ - - - - - - - s - - — _ __ _ _ ------- i _ _-_ -4s _ _- _---_ - - _ _ _ _ _-- - - --__ -- - I o - ll TIMBER Lai _ ---- - - - - - -/ -� -------------- --- -----_--_-_---------------=->------ -- -------------- -- --_-----_----------- \ \ ■ ■ \�\-----�\-- _\ 2. ' -50LREARSETBAOK----- - - - - ; \ ■ \ \ \ \ 50' k?EAR SETBACK L \ _ 2%2-STORY BRICK OFFICE BUILDING I = I \ \ \ \ WITH BASEMENT �� I • \ FRAME I \SHEDS I \ _ -------- N,48 BRICK WINDOW WELLS- I / 12' t DRAINAGE EMENT I \ \ \ (Typ,) \ I \ DB1159,PG232 \\ I 1 I �■ I I \\ `\\ \\ /� r 1 I \\ \\ \\\ II I ■ ■ I \ \ \ \ ` \ \ I I PROPANE TANK \ \ \ i i> FF=430,50' I I I I \ I \ FF=439.43' I - - - -- I \ It --I \ 1 ! � I• i I I \\ \ \\ \I I \ __ UNABLE TO LOCATE INVERT II I . I ` \ \ \ I / t� I \ I I\ BRICK PORCH ��� I I _--_-_ _______________ ____ i -C ` HANDICAPPED H SIGN WIL OHESS LLC II I I DB2095, PG615 IIII I� IIII II I \I \ ylI`\ `\ \ \\ II \� / \ `\ \� - - - 'v° l I I I T� 4 045� 1-05-oA-olo04 \ Illi I II I I I II. I ce BRIRANLLC W h I I \ IIy I \ ` ` \ I DB 2732, PG 169 O I h ILLJ I \ ` \ I r I / ` ` RrI I \ ` I~ TM 04561-05-0A-01300 I�IIIi J li I Ib DROP INLET TOP=421.62�. INV. IN =4171' INV OSPF=417.0'ID �i— — — — — — — — — — — — — — -- — —.y 1 \ \ r= , I V VIRGINIA TELEPHONE& TELEGRAPH All lCOMPANYEASEMENTL`.NDSCAPED AREAS � \ I --+--------- ����-- / _ 30'FRONTSE1TBACK ----- DROPINLET /� i �.---------ter--------�-- - 1 \ I TOP =423,0' c1 0` \ I I \\ I \ I INV. IN =413.7' \ \ 1 - v INV. OUT =4124' i �' 1y I \ / �- \ \./. I ' ' \ I, \ I �I I - - - - - - - 30' FRONT � \\ \ ` 1 3._ i��� \ - �, `\ ' - \\/ � \ // 1\ I j I\ � --- --- SETBACK NIL FND. ONLINE/ -------- ---- - - - - _ -- --- _ ------- @17.88 -- ____ _______________ DPE- - — - - - - -- - - — - = i -� --- = a----------------------------------------------5 �i�------=---------------------------------------------------- -- I -------- I r \ 111 S o \ \ ------ ---- ------------------ \ — S /---------------------- -1--------------- I — —lsn — - - - �l� dsn = — — — - -din — / �� \ �" / I T____________� ____ _ ____ �\ �— - y / \ \ L ----- � SS 8" SS 8" SS 8" SS 8" SS 8' SS--I---� � / \ -- ------------- ----_� _ -" -'-------- -------------- s I S lTA MH I \ \ \ \ FNr�Ur �Nbs \ \ / / \ / / / \' \\ \ \ I 18'ACCESS - 1 OP =4254' \ ? < INV. IN =4179' I EASEMENT 1 \ \ \ \ I\ \ \ �Nb \�� ` \ `\ SIGN \ \ \ \ \ \ ;INV. OUT=417.T o \ \I\ s\ I \ \ \ REBAR�ND. 1\ \ \ PUNCH HOLE /N - SEMINOLE LANE \ ASPHALT \ \ \ N33° 09' 11 E \ \ \ �— \\ \\ �� �42.44; \ \ - \� � _ \ REBAR RESET g POB \ \ \ \ I \ \ 56' 11 "E ; \ — — \ 3 ` —lop— 19 / � I 1`Jn— _--- lOn -Lon Yon— — - l /' I I UG JBOX TEL MARK 11 I \� BENCHMARK SET \ YI \\ 1 Or / \tnn— — - — —ton— — - I 1 \ / d� \ \ I —ton— — - — —tones _ 1 I / �00O \\ \ CHISLED SQUARE IN TOP I \ 11 / _ n / BACK qURB \ — tin— - t�I — - — —ton— In I \ / = a ELEVATON=426.46' 1 1 I T — —ton— — - — —ton— > > / / d ` 1 —ton— — - — ton— — - -fir —ton— —i- — ' TRAFFIC i — n —ton-- 3—ion—- 3 I I TO U.S. 1ZOUTE 29 —ton- e� SEM/NOL\E TRAIL 1 °�\ \ \ \\ ' \\ VARIABLE *DTH R/W I \ 1\\ \ \\ \` r �/ MASTARM \ \ TRAFFIC \ \ SCALE 1"=10' 11 \ _ \ \ TO 28 OP4ET \ \ I \ \ \ \� 4' \ \ 1 0 10' 20' DROP INLET V.IS5' �� �/ / ` \ 1 ------425---- -- -- — `� ---L' — — -- \ /, lNV. — o �V ,LTH 6; U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 On, 1119121 vi 0 0 (D 0 O cc H 0 w w U Q z O 0 0 F 0 DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' w I I5 z a 2� Q U C J Lu � J a O n z 0 z O� a Q � Q z z a U O c `o M-1 J v 3 N Q (D Nwz= m a U o v Xm 16 Wa E m U d O U) I7 z z O I..L 0 Q 2 o a IOB NO. 47165 SHEET NO. C2.0 h ----- ,-�, -- --�-- --— — — — --------- 1 REBAR FND. ` S32°26'27"W —�X - - V 17164 LEGEND: —X WOODEN PRIVACY FENCE REBAR FND. —x—Ix x——x----X 2 I 2 v CLEARSPROPERTYLINEBY0.3' r'1191 T�Op 0 ^2 O V __________________ �__ - ---___ ---_____-- REMOVE CONCRETE -, _ �( . I ��\ DILAP _- O\ '---------------- r I - - - - - _ _ - - I. KOTARSKI Y I I PRIVACY FENCE � � - - - _ _ - - - - - - - _ - _ - - - - - - - - - - - REMOVE ASPHALT Lie.040204850 �NCROAGHES ONTO _ - Q - - - --- ---- ---- - - - 14 �,�---- _ - �',_S_U2JE£T-PROPERTY2.T - , -`� _ --- � ----- ------ - - - - - - - - - -------------- ------------------------------ ---- -- --- -_ - �',�'�cI \ _ _ - _ _ _ _ �------- - - - - - MANAGED STEEPSLOPES------------ -- - - 465ELLPAVEMENT REPLACEM 5 21 � _ _� - - _ - , _ I - - - - - ------ -- ----- ---------------------- - - - - - - - -- _- ONAL 4 I--_ - - \ \ — — — --------------- _ —---------- - — — — — - I_ — _ `----------- — — — ------ ------------------ -------- — — — ' - - - - - - - ---- ------ - - _ --- I _ - -------- ------- - - - - -- --------------- -------------- ------- _ - - _ REMOVE TREE ---------- - - - - - - - - - --------------- ------- --- - - - - - _ 60- I ` - _ 1 _ _ - ---------- ------- ----- — — — --- _ ------ — - - 4 ' _ _ _ _ _ _ ----------- _ \ \ \ _----------------- 0---------------------- _- — — — — — — — — — — — ___"---------- -- ------------ ---------- I- _ _ - _ _ - - - - - - - _ -- - - - - - - - - _ p o E — — — — — _ ----------------- —�H- — _ _ — _ ----------- --- _ ---------------- _---------- ----- -- — — — _ _ -------- ------ ���■■�� rn SAW CUT 0.7I72 ACRE 5B1 Q5 OA tT1100 _ -- -� -_ -- -- ' — _ _ _- -- ---- I ------------- -- ------------- — — — — — — — — ----------- --- --- -- "------------ _- ---- ¢ o I- I ' _ _ ---------- � � ' ---------------- --------------- — — — _ _ — - ----- --- > E I--- _ - _ _ _ --------------- -- ��----------------------- ------------------- ---- - - - - - - - _ _----------------------- _rs�iv_----------- ---- w uiE I h,_ _ __ �___-___---------------------REMOVEWPcLt------------------------- w -- ----- - ~Lu cu w 3 — _ _ _ _ - __ � — _ _______________-________ ___ --� --____-__________ — _ — _ — Q w ` I_ \ \ _ _ _ — — — — _ __________ _ __ _ _ --_ ___ _ _ --- — — — _ — _ _ _ _ _ ________ s 50 w m KW tcn I_ _ _ _ ---_ - - - - - - _- _ _ _ _ _^_____ ___-_ __ _-___- Q - V 00 Z - _ _ - _ _III d J O I _ _ - - - _ I__ _ - - _________________ - _ - _ 1 I --- __ _ _ _ _ --- '_________________ __ — —_ _ _ __-___ - - - - ` W K -----____ i -4 r ----- - _ _ _TIMBER WALI -------------------------- I -- 7445- ' pox U i -----\ �CC w W _ —I T L— ' ____\ __ ___ _ --- _ -- - oa �� 0 _------ ------ --= _- - = - - - - t - - -- - -- ---� ---------------- u)'j C N z - - \ - s0`R€AI�,SETBACK - ' - - - - _ - - = v > � O �U' REAR SETBACK `' I \ J REMov1=-sH60: ' : , ' � : ' : ' : ' . ' \ \ c �-1 w4 w 2%Z-STORYBRICKOFFICEBUILDING I RAP a v �� 1 FRAME:.:.:.:.: ' : ' : ' A`; : ' ----- WITH BASEMENT I I � � �\\ I <SHEDS: :':':': ::':'' 223a---- I I II \ , ' - ' - ' . ' ' - ' - - ' REMOVE BUILDING I 12'DRAINAGENSEMENT I BRICK-WpVDQ4V kVELLS::: ' : ' . AND ASSOCIATED I I ,' ' DB 1159, PG232 \\ I t - . - . :: : APPURTANENCES j . REMOVE O \ ; (' / I : PROPANE TANK' �\ I. 111. I = \\\ 1 \: cc FF=430.50' I I I 1 � \ ; FF=439.43' I o I I \ \\ \ ^<: �_ I w \ i > w ---------� \\ \\ I -\ I w N \ '� .% U 0 I \\ 1 i r . \ -t - - - -- - - - - - - - _ _ _ ----- 12.4' I z 4m6vE'SHED ' :\R� 1. ------------- I I O UNABLE �TO� �LOCA7L INVERT I I I ; p\ ::: - : : : I _ LL : BRICK PORCH I I �n DATE _ _ _ - - _ �@fR Tl�VlB64Ml I I I :\ : r'.: I f . > I -- , I` � \ - - 111912021 I - - -I � I - _ I 1 I I _ _ I � I II I I I I II I 11 I' :`; \� 0 HANDICAPPED . H I I 3�. Dr:aWN BY I I �I SIGN/ I I I I 1 It I I I I I I I REMOVE LIGHT A. FONTAINE I �, I I I `, I I I RE OVE CiJRB'A�1 \ 1 - I I I I I I I 11,11 \ M I - - : - - APED. LA . 7' I DESIGNED BY II I WlL OHESS, LLC I I Y I; \ SG S. N I ` �\ I I I Ili 1 1 I �j I OB 2 095 PG 5 I II I i1 I 045 1-05-OA- / I ' I - .. I A. FONTAINE I 010A0 I TM � / \ � � I li I I I \ • \ - h I - - C9 I BY - CHECKED III ,�� ' . z� .� REMOVE SHRUBS I • Ili I }tEMOVE:CURB' \ o. <' \ I li I I &'GUTTER' :\ ` . ' t : \ I I C. KOTARSKI 1 I I I I. /: I I I :\ ` '>;,_ ,REMOVE SIGN I li I I I 11 I • Q I I I EM VE LIGHTBRIRANLLC I ', O G I I I a `II I' 41 III 'r;�\: ' I DB 2732, PG 169 I III y :: I 1 W ` ` \ / I TM 04581-05-OA-01 I I 300 O h l ; I \ c9 ZI li I I I(V� ���: I J I 1 li I : \ I P I'^ "III II I I I I I II :\ Ii I I h REMOVE: - REMOVE \ I , I I' :\' I I IDEWALK I �A PHAL'f' S I s I k I 'I \ �; � I' I /, ( D o 11`l :\: I :' I I 'I _ I DROP INLET Ili �. / , I TOP =421.6 li I ; ; I \ I I I oam a. I I v I INV. IN -417. I I `<: I I A INVO F=417.0' ; I * V. I I: -�' . \ I 43 1 I I 6_ I ;I REMOVE CURB ~,..' \ I i- I _ _ _ _ _ _ r REMOVE I IO _____ I \ J — — — — — — — — — — — — — — — — — — I - / - ; I LANDSCAPED AREAS \ I I <^'R VIR GlNI sa A TEL EPH ONE TE LEGRAPH ELE / � : I GRAPH 'I y� r ICOMPANYEASEMENT I / \\ a - I LANDSCAPED \ I / / \ l I ' ?i: AREAS �\ \ I 1 1 �. / y / \ I I / /' \ - -' / -\ I \\ \ '�: I I :< I \ I ; I I / ` I I I I --+----------- ��------- --�\ \ 30'FROIVT.S6TB}GK' o` / / Y / / \ 1, I 0 1 DROP INLET - - - - - ---- - - - ---- / I I — _ \ TOP -42 . I/ -- 3 0' / � -1 / / - I o -,-- - INV. IN=413.7' / / OP / I %: �' r / I I- - / a Y\ I �\ C . \ �' / i I .' 3 ' - 5 I - 0 F I - R O INV. - / 1 � N OUT 4124' I T S _ _ _ E T \ I I 1 — a I A \ ry �� C b�. K I cc c \ ��/ / N41L FND. ONLINE . ' .`' . -'-� '- .: 0 `0 ` L \\ / / / I I �I \ � \ ��--------------- - --= ------------- \ _ ------ I --- — — — / \ S -_ -_ 1 i / :::' ' ': OPE-- ---- --- -- -- - -----_-------- --------- a. 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REBAR ND. a PUNCH HOLE IN LLLL N33?09`.t1" . � -._.r. � �._� - - - I 3 \\ ASPHALT LLLL E :`:`c :\: : 142.44' I�o REBAR RESET 56'11 - \ POB LLL t , . � . ` E 31.52' Z LLL a \ LLLLL \ S37 56'11"W — PAVEMENT LL ::" _ \ — 0 \\ REPLACEMENT L - - I � - _ i \ — \ JOINT - - T - o I 31 \ W l — — —ion--- I '\ " ,,� 0 O _ \ f—l�JjY-- — —19%�— I — — —Ion— — — — ' \ \ IN 5 �~� —, -J�n /� -- I TEL \ � 1�:7 � —`� w \\�� \ I\ - -jon- =ran- - - -In - 1 UG JBOX MARK \ �\ t I D J J \ 11 \ Q — r— —1Jn— — — ' I o \� �\ BENCHMARK \ I' \\ o� - - Ion- - - - -l�n- - - -l�n- - - - I \ Odd \`; CHISBLED SQUARE IN TOf� I - \ - l�n- - - _ I 3 /IN 4� " \� .� BACK CURB . ! �l�n- In - - 1l�n_ \ G ELEVAtJON=426.46' \ i` 1 - - --Lon- - - -ion- - - - -l�n- \ -l�n- - - - T _ Z - T � 11 l \ o TRAFFIC -\ - - l�n- - - Jan- - --Is"-- -Lon- -I- - -Ion- - Q 11I�. s\ \ \' - Jan--- 1�nT----lnn-----lniC-----l�n - �,��1�n_--l�n-- / , \1 i - o I I 1 ,\' \\ ll-- ton-Y I I \ �� � / I aI AMSTARM \ \� TRAFFIC /l I \'' I\ SCALE 1"=10' rn E o / / ', '', \ '. \ \ l/ dI�OP INLET 4T ( A� �0s h �/ I \ '� OP -4 Ai, 0 10' 20' so _ 8 I _ \ E DROP INLET _���/./ \\\� a ------- --�!' INV.l�6�=4255'----o - ---.- -o- --- ------ --- - --.�-.--- E 20.6 a o �/ / \ �_ : ° o / INV. IN\423, 6' o Q \ a a 1 0 ;a o d - ^ a 18" RCP SCALE 1 "=10' 16 W 1 15 z 0 0 a J 8 W t 0 J a Oc z 0 1__q N 3 2 zv 2 Q Q o W'_jm L } , Z 7 r � ` n O =_ U `o Mw J 3 N"J= a N w OC 0 co G o cq a UJI d z Q a0 o 2 ' ^ c m v, - O a w c m U O c x m D O 3 rn 0 m /�1 1 1 1 m 2 m� d , 05 Q &3 a c .B... 2. X C N O 016 .E p %„ c .11 O 0g 06 a c N a ° 'a JOB NO. w ,o N t 47165 3 ow C V SHEET NO. n O C2.1 0 E F_ EROSION AND SEDIMENT CONTROL NARRATIVE GENERAL EROSION AND SEDIMENT CONTROL NOTES: Sediment Trap design #1 drainage area (acres) (<3) 0.518 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 trap volumes: circle p @EST OF STONE WEIR �RLL W..N,u• cumulative ,xN elevation (R) area (sf) wlume(cy) volume Icy) = �'t�+• DISTURBANCE TOTALS 0.574 AC. EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL RRY RPAOE e r 2r REGULATIONS. 423 z63 424 1 ® U CRAIG W. I. KOTARSKI bD 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 063 28.1 41 4zs ose ze.a a1.5 W UPAGE 426 lass 46.7 88.z u�ml EEe, c, STONE 7O' MIN. -- CONSTRUCTION Lie. No. 0402048507 ROUTE 29 TO THE WEST. THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. 88.2 "" [OV"E w M" CV I ,RNN, Access s sM 2A ASPHALT TOP couRSE _ F t ,'P 1119121 �d O� f EXISTING SITE CONDITIONS ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND wet storage: - ONAL THE SITE CURRENTLY CONTAINS A PAVED PARKING AREA AND OFFICE BUILDING. DISTURBANCE. wet storage required (cy) (67*DA) 34.7 bottom of stone weir f) 425.0 -'S" 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. wet storage provided at this elevation Icy) 41.5 "coarse aggregate shall be VDOT Q, #357 of #5 3:1 PROFIL THIS PROJECT INCLUDES WORK WITHIN THE ADJACENT ROW. NO OTHER OFF -SITE AREAS ARE PROPOSED WITH THIS PROJECT. slope of wet storage sides weir length (ft) (Bx DA) 3.1 ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT dry storage: bottom of trap elevation (ft) 423 o E CRITICAL EROSION AREAS NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE dry storage required (cy) (67*DA) 34,7 bottom trap dimensions: 149'03' 70' MM. N o NONE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. crest of stone weir 426.0 top of dam elevation f) 427.0 dry storage provided at this elevation (cy) 46.7 top width of dam (ft) 2. 0' STONE CONSTRUCTION -ASPHALT PAVED N c slope of dry storage sides 1.3 top trap dimensions 44x34' ACCESS- t�x✓ WASHRACk I ST 3.13 EROSION AND SEDIMENT CONTROL MEASURES ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED EXISTING l w I.- W .N 3 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE BY THE RESPONSIBLE LAND DISTURBER. MODIFIED NOTE ( ) 2% 2% 1.- 3 CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE {1 PAVEVFNT-I i z% 12' MIN.* rV.r a a 0 3 SEDIMENT TRAP VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING t ( U. w Om ti OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. ACTIVITIES AND DURING SITE DEVELOPMENT. j LLI v m z STORMWATER RUNOFF CONSIDERATIONS ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. No Scale � �� *MUST EXTEND FULL WIDTH LGA OS1"VF DRAINAGE ` of INGRess AND EGRESS W _-rn d o M N v O a �--� U �--� �--� L- ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION ��II �I �I �I ��II ��II El G El El OPERATION TRAPPING DEVICE (7 W z ° 'n � SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY O x � NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. oJe a; LL p STRUCTURAL PRACTICES: o s v N z 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION 12' MIN.--------POstrave DRAINACa_ > `o x n ¢ O INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS MINIMUM STANDARDS: FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, TO SEDIMENT 2%_ TRA_PPING DEVICE F I= rn TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT _ w 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN w a CRITERIA, TECHNIQUES AND METHODS: TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF Q POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH FILTER CLOTH! m SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY SECTION A -A 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION TP IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. 3.38 O O INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO Anraraurunwater tap of 1 itch utnst be Lrstalled with a nrarummr 1 arch ballcock PERMANENT STABILIZATION. SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. AnitoffvWe supplyigg a wash hose with a diameter of 1,5 arches for adequate TREE PROTECTION 4. DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH MS 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH constantpresstne. Wash water must be carried away from the enhance to all 0 DIVERTS OFF SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT LADEN SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT approved setUarg area to remove sediment. Au sedanerrt shall be prevented from = Nsl RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE ocae enterity storm chairs, ditches or watercotnses. O 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN PROJECT SITE. PAVED WASH RACK O RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. MS 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. TABLE 3.31-B No s::A:_e = 6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS I Q DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. "QUICK REFERENCE FOR ALL REGIONS" w w THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 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 �' � 7. OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN (LBS./ACRE) OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE DISTURBANCE TAKES PLACE. a STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY SEPT. 1 - FEB. 15 50150 MIX OF o 8. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. AFTER INSTALLATION. ANNUAL RYEGRASS PAVED CONSTRUCTION ENTRANCE Vl DATE 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 VEGETATIVE PRACTICES: A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE & 50-100 0 1/19/2021 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. CEREAL (WINTER) RYE } DRAWN BY SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE (SECALE CEREALE) VEGETATION. FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL A. FONTAINE 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH 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 FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR (LOLIUM MULTI-FLORUM) MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 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 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN • CHECKED BY REDUCE EROSION STABILIZE DISTURBED AREAS AND ENHANCE NATURAL BEAUTY. (SETARIA ITALICA) _ �� • WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. TS 3.31 %� MANAGEMENT STRATEGIES MS-11BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL ADEQUATE OUTLET 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. . FL / 4„ • C. KOTARSKI PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE ! 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. TEMPORARY SEEDING PLANT MATERIALS SCALE 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CHANNEL AND RECEIVING CHANNEL. 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. • No Scale CONTROLS. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.AIIA THE CONTRACT DOCUMENTS OR STATE LAW. 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 - PERMANENT STABILIZATION MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. - � --��- FLOW ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER SHALL BE MET. SHEET FLOW INSTALLATION THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. (PERSPECTIVE VIEW) (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER 3' I FLOW I MAX. w APPLIED PRIOR TO MULCHING. APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. /� / A B A \\� SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.2) C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING / 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE 12" �// THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. PROPERTY. GRAVEL FILTER I J1 2. INSTALL PERIMETER MEASURES, INLET PROTECTION, AND CONSTRUCTION ENTRANCE. 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. W 3. GRADE SEDIMENT TRAP AND INSTALL DIVERSION DIKES. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. _ 'T`-+' `: `' _ '' ' >. ' ''6': DRAINAGEWAY INSTALLATION SF 3.05-2 O J 5. ROUGH GRADE PROJECT AREA. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. (FRONT ELEVATION) 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A _ ^ d': O SILT FENCE /���/O WIRE SUPPORT " - e ,: _ \" , PHASE II (SEE SHEET C3.3) PAVED OR PUBLIC ROAD SURFACE THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT - (r ' � _r.'a � " e- Z No Scale 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. o :.., :.. SEDIMENT II : ce 1­4 J SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 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 ' 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS GUTTER CURB INLET ACHIEVED. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE 12" TABLE 3.32-D Uj < 3. ALL STORMWATER PIPING & STRUCTURES, SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE 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 CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY 0 4. ONCE THE SITE UP HILL FROM THE SEDIMENT TRAP HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE, REMOVE THE MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO TOTAL LBS. PER ACRE z 06 MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, SEDIMENT TRAP AND COMPLETE ANY FINAL GRADING OR HARDSCAPE. EROSION AND DAMAGE DUE TO INCREASES IN VOLUMEVELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175 200 LBS. O TI 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. , UNPROTECTED AREAS. U U) 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE 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% M 1JJ w REMOVED UPON APPROVAL FROM THE E8S INSPECTOR. OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. STORMWATER INLET PROTECTION IMPROVED PERENNIAL RYEGRASS 0-5% _ KENTUCKY BLUEGRASS 0-5% N Q SOILS INFORMATION: No Scale GENERAL SLOPE (3:1 OR LESS) ` V GO Z 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, HYDROLOGIC SOIL GROUP: B FRAME WOOD SILT FENCE DROP INLET PROTECTION DRATEROP INLET WITH KENTUCKY 31 FESCUE 128 LBS. Q U RED TOP GRASS 2 LBS. 34C - GLENELG LOAM, 7 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, HYDROLOGIC SOIL FRAME SEASONAL NURSE CROP * 20 LBS. U) GROUP: B 1.5' f-` 150 LBS. 015 MAX. - ) LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) ' SEE SLOPE STABILIZATION SEED MIX ` ' Y LJ J 39D - HAZEL LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK HYDROLOGIC SOIL GROUP: B 3 88 - UDORTHENTS, 2 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, HYDROLOGIC SOIL GROUP: D �v✓ MIN. GATHER 0 AT U EXCESS U CORNERS ' USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: TEMPORARY RIGHT-OF-WAY DIVERSIONS PERSPECTIVE VIEWS STAKE FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE VDOT COMPACTED SOIL CWD TO HAVE VDOT FABRIC 1 NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE A #21A - 18" STANDARD EC-2 �� 11 MIN. fw v ) STONE MIN• MATTING ON UPHILL III _ '* SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF 18" MIN. j j j j SIDE FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL FLow\A III J DETAIL A OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 ALL LEGUME SEED _ �L �i �"�" NG LOCRE. MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE - - ELEVATION OF STAKE AND FABRIC ORIENTATION ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER _ SPECIFIC APPLICATION SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. - 4.5'MIN. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET JOB NO. MINIMUM DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 57) WHERE RWD TYPICAL GRAVEL STRUCTURE 3.11-1 DD CWD 3.09-1 THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) IP TYPCECONICAL. TH ETHOD HALLSUCH NOT TTO IN ETSHIGRECING3 07 1 PS 3.32 47165 EDM NA PLY FLOWS, MEDIANS. TEMPORARY RIGHT-OF-WAY DIVERSION TEMPORARY DIVERSION DIKE STORM DRAIN INLET PROTECTION PERMANENT SEEDING MIX FOR PIEDMONT AREA SHEET NO. C3. 0 No Scale No Scale No Scale No Scale F as -_- -_ - -- S = EROSION CONTROL L EGEND 4s2 ————— — — __ — ------ 514 -------------460--CW_AAGEDSLOPES-LIMITS OF CLEARING AND GRADING - - - -- -_ -----456--s- -- - - -__ --456-- -- - - - - -- MEN DRAINAGE DIVIDE 55 _ - SOIL AREA DIVIDE 454 - - -- --______-.452_453----- �.7O2-AERE- -51-- _ - 45L------a-050=T05 -------_-� CE PAVED CONSTRUCTION ENTRANCE 3.0- 2 -- ` - - - - - - - 449- _ - - - - - - - - - - - - - -----448- - - - - - _ --- - - - -447 ___ ------ _ - SF X SILT FENCE 3.05 --- _____ -_- - '- - _ _ __4------ - - - --- - - - - -IP INLET PROTECTION 3.07 -441 --------- - - - - -------- ---- ---- ---_ ---_-I_ -- - ---I—�--- -- ---I---� --—=(@—f6� LLlI l \ II s\ �� \\\ \\\ I \I \\\\ \\\ \1 IIli; II'' I 'I � �I•//_- _NSI I 1-- I a_F_ II I- -N_- 4i4 --?_?-p9 Ir \ Ii-\ I - �_I - __ - \1_\�_\_\\--� \=. _ �4= _ _ -_ -/II�III-� II w \ \- 4�-�� \ _\ -\- \_\ _ \_-4=40\- �- � ---\ �_- ------ - - -- I -- --- -II - IIIIIII __\- _ __ \\_ IT�I j I II - 4-433e�-3 - 9- _- * \ ® 39---_ -- DIVERSION DIKE 3.09_ --438-- - - - -- - - - � ---437- - - - - - - - - - - - -436_________ _` RIGHT-OF-WAY DIVERSION ___________ 3.11 -433 - 432 431 TIMBER-WAL-- - - - - -- -ow ST SEDIMENT TRAP 3.13�nl TS TEMPORARY SEEDING 3.31 - - - - - - - - - - - PS PERMANENT SEEDING 3.32 2%2-STORY BRICK OFFICE BUILDING MU MULCHING 3.35 FRAME WITH BASEMENT DID SHEDS - - - - - TP TREE PROTECTION 3.38 BRICK WINDOW WELLS 12'DRAINAGE�EMENT DC DUST CONTROL 3.39\ . DB 1159, PG 232 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION N UMBER PROPANE _4J< FF=430.50FF=439.43' 34C DID1\1 --------- UNABLE TOLOCATIE INVERT ---- \� __\\�III�i� \II�\`,�\\ �1 I_\I� \��_`Q —"�.\_I \�\ /\ _\ ��`-' II/IiII �_— i \R_Z 2 \ �' `�— \�= �\2 3\ T �\\ N—,N�b\ti�/s\/\b \a \$^;\ p7_ \\ � '�\IIlI Nl— II�IiII`l2I lrlIIi IIIIllI,�lIilIlli�ii IlIIliI1llI =IIi Ii � I1 lI /II�i�\III I� II I II _ 1 , \1- I��I I —II �I 'v=I pVVV-I I\II I ,III .I—IO I �I 'I ,II I \i IIII, I -I I -I�\ II —I . 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INV.lN=417139D IP 0INVO8'f .417.SIF 428 ----\-/\ - \ —/-\- _ \\ \ \ \\ \_ \_ t\ _\ _ \_\ 39D 427 % I I I I GINIA TELEPHONE& TELEGRApH SEDIMENT TRAP #1 LANDSCAPED MPANYEASEMENT26 / 0.518 AC DRAINAGE AREA h AREAS TOTAL STORAGE REQUIRtD: 69.4 CY 424 TOTALSTORAGE PROVIDED'88.2 CY 423 TOP OF TRAP 427 DROP INLET T STONEWEIR ICTOP=423.0' INVIN INVOUT=412.4' I IP0/ CE z ---------- ------ ----------------------------------------- -------- -- - - --- 15"HDPE --- ---- --- ---------- WASH RACK T\ I III ------------------- I II - ---- - -- 1 --y\r----------- --- ------ a" -------- ______ ___________ss ass assI I � EASEMENT I n N1 DD RWD I I I I I I I I I II I I SEMINOLE LANE POB DID DID 88 ion— —ipp— — —�r on lon— — - ——-1Dn— \ -tan— o TEL lon— MARK len xnn— , Ion— II / 1Jn—ion— —BENCHMARKSET ion— — CHIS�LED SQUARE N\PO BACK qURB ion ln7 ELEVAT\ON=426.46' PRESERVE EXISTING / —lon— — —ion— —ion— — - — InSF inn-- `lon--lon--A—//Ion— — p\l\ TI \ 1 ASPHALT \ \\ F\OR ACCESS TO Ion— CONSTRUCTION ENTRANCE- ^` \ ' ,1\ \ \\ ' ❑\ f \�\/•\ — inn- -o—\/\ —1Jn— 19n--F{ SEMIN06L ROURTOU.SEI2L 9 VARIABLE 1#'DTH R/W STARM TRAFFIC 34 EXDROPINLET \ \TOO =42 .4' 4265' I W1 —�III DROP INLET 42Z86' TOP 4'5 INVlV�=4237 V- 2IW61=--------- \ — \ .� O -- .6'" INV. IN =4 v _ . - . / \ \ \ \ \ INV OU�=423.5' a \ . o \ a d \ 41a o c f INV OUT \ ------ a----\ --- _�-—=�-�=- — — — 4 - _ _ — — - _ — =-_ —---------------- /--.�---- ----�.---------_ _ _ _ _ _------------------------------------------------ ---- --------------- - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----y-•-------------`---------- - - - - - - - - - - — - - - - - - - - - - - --' - - - --� -- - - - - - - - - _- --- i /--------------------------->�\-<} Via= �_� -� e a. 1 � r i � I _ I � , � s T � � G �� � � s 'tea / � � ,. ;CALEu10' / 0 10' 20' 18" ELLIPTICAL RCP T QF 3�N, U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 01n, 1 / 19121 M E 0 � o N Vi N C > E w ° E U- 3 ow 0 w 0 S K W L M Q� J V 0 J — l IA N U W 0 �x �i N LL U) Q v ti = N N = U > F c �^ 0 � N � M 00 � H 0 (D D 0 cc S H 0 w w U Q z O ,n D 0 F DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W z a Uj J J a O z @ 0 I•� N G a Q o @ > LU �z�r Q d ID U o Mw J 3 < U a Nw 0zo co W oo a dZ n0 o -6 '2 E o a �N U O 0 3 0 m K1 0 LJJ M a o Q3 a m �N X C 0.0 g„ A C d `o EM 06 N a ° :2 0 JOB NO. w o 2 ..2 47165 C V SHEET NO. a o C3.1 0 E �_ - - - - - _ _ _ - - - - - - - - -463L - _ _ - - - - - _ _ _-_--_--_--_---_-_------462----' ---- -------- -- - --- EROSION CONTROL LEGEND -_-__- -_-__ - -__- --45B- 459-__--_-- - — — — _ ------ s = S LIMITS OF CLEARING AND GRADING i G -455 'a56=a5�---------------- - - - - -- -- ---- - �_ a DRAINAGE DIVIDE 9 _ - - _ - - _ _ _ - -452 - _4- - _ _ _ _ — —_ - _ - - - - ----_— — - - - - - - - - \ - - - ---- _ _ --- _ ---__ --___ --_ SOIL AREA DIVIDE _ 453 - _ — — - _ - _ _ U CgAIG W. I. K 048507I �.702-AERE- _ _ _ ----- -45/-_ --- ------ _ - --- Lic.No.0402048507 — — — 450 _ - - - - - _ - -0SBL-05= OA_ 091-00. _ _ _ _ - - - - _ _ _ _ _ — — — — _ _ _- - - _ CIE PAVED CONSTRUCTION ENTRANCE 3.02 449- _ - _ _ _ _ _ _ _ - _ _ - _ - - - - - - - - - - - - - - - - - - - - - - �'�'.�c�. 1 / 19121 + a�a8 - c —\\ \ \—- '' /447 I Ij I I --�IIIIIIIIIIII 4--- 3_8 _- \S-\F- X\ \ \ X\ _ -- SILT FENC E 3.05 •••Hdo•"•v>u�O' •,•¢o�o mww . ,rvvNnMo3� i ONALke----- --- - - - - ---- - - - - -------45--- — — — -�-- --------4—---IP INLET PROTECTION 3.07 .441 _ ----------------- ® 440_ — ___ --- - -- ___--------- a3s_______ --------_ ___ 438- ----------- - - - - -- -- DO DIVERSION DIKE 3.09_ ME -437-- _---_----_ 0 ' - - - _ _13436 — — RIND RIGHT-OF-WAY DIVERSION 3.11 - - - - - - - - _ 06 432 437- - -ST SEDIMENT TRAP 3.13 __ - )>DD 4� TEMPORARYSEEDINO wU.DD W�PPS PERMANENT SEEDING 3.32 — — — — — — — 439_ o p PS I MU MULCHING 3.35 VWw'ArU � ONx TP TREE PROTECTION 3.38 acSF IP U> o DC DUST CONTROL 3.39 ¢ 433 o> PS "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER _ 432 43300 430 PS — — — — — — — — — — — 430 334C D cD' FA IFF�D ',> l F U II N o O Hpn \G DATE >D 111912021 21 O DRAWN BY M A. FONTAINN E DESIGNED BYLIMTS OF DISTURBANCE PROPOSED 0.574 Aq A. FONTAINE STARBUCKS 1,138 SIF CHECKED BY CKOTARSKI SCALE ]IN 1"=10' o 1 IP39D SF n39D � ^IL W p. �427 PS \ W --------- IP 0 ------------_-v----------- ---- -----------------__---8" SS 8" SS 8" SS 8" SS 8" SSS,A -------------- 0 SS A�MH ------------ --- _o5@5 \ —/ \\ \ \ Od Qm U LU MONSOON co co 0 n�a ' TOP =4254' —I PS LL]INV. IN(l_/ INV. OD7=417.zUSEELANE PQB Qoxo LLJO . „688 Q Z 00 —JR— — al —ton— tnn— — —1 o - -- I —SF = 41i on TEL \ —10n— a �soMARK —Ynn— UG JBOX /w o n— / a lnn IanBENCHMARKSET tnn— — ton— / DCHIS�LED SQUARE IN TO\P tin w BACK gURB ELEVAT/ON=426.46' - tin— — —.Lon— Lon— — tnn-1sr�tin—tsn— —o tin— tin— — / oTRAFFIC / tank— — — Q Inn—n. os l�n——tin--�n--—lnn—N lnnt0pL m SMIN. 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E C3.2 s F E x- _ WOODEN PRIVACY FENCE -x--�-x x--x-- CLEARS PROPERTYLINEBY0.3' ___---- - - - --- - 469----L--_ -470- _ � -_ -_- - - _ -46_--_ 6 --- -- --_---_----- - '465-DILAP _- - - - - -- - - -- --- -- -- -- --- - - - - --- --- -- --- -- ---_ -- ----_- --- --- �-_---_--- --_- --_- _ -_-P------------464Ri,-_ -463-- 462---- -----------__6-- _5_ ENCROACHES ONTO -- - S -- -- - - - - -- ___ __ '6TPRE�T'------__ - - - - - SUJE\2-460- mLbPES--------459- --_--_--- _- - _ _ -----458- - _I -- 457- - - - _ ------ 56 - - -----__- 455 - _---------- ------------_ - -__ -__- - - - - ---460 454- - - - - - 0.702-A-CR£- --- - - - -- - --- - - - - - --- 345_- - - - -- - - - - - - - - - _ __ 4s1- __-_--------- Q5OQ- -_- - - - - --- -449- _________aso _455- -----448- - - - - __ _ _ _ _ _ _ _ _ --447-- ___ 4 ----- - - - - -_ -- _ - -- -_- _-_---- - --__-_- --___- - - _- _- - - - - _ '441 \�2 _44_3`---- - - - - - - - - _----------------- ___-------_ 1- __-45 -440 -- - 438- _ _ - - \ ` - _ _ - - - - - _ - - _ _ _ - _ _ _ - _ - - - - - - _ - - - _ _ - - - - - - - - - - -___- --__ --437--TW -436_ TW431.6H ------ W 434-4 .7'- _ - - -- - - - - - - - - - - -_ - - - - - - _ - .4' -- 4-4_5- - -433 - 441.83' - -____-432 431. ----- ___- rr= -- - - _ - - - - - 1- - - - - - - - - - - - - - - - - - - - = BW BW BW BW \ \ BW 429.96' 43 \ 431.89, 433.24435.14' '- 'c- -� 440 4\31.C 41' TC Q \ \ - \ - _ \ \ Q A v TC TW - \ - - - - - - - - ` y2j \ 428.96' \ ?9 \ \ W� \ �w 434.32' 439.49' \ \ \BW 1434.74' TC \ 433.39' TW T43B_ 12'DRAINAGE \SEMENT I I 42g J TC \ \ p \ ° ° TC 433.89 1 437.96-1 \ DB 1159, PG 232 \ I I I TC °\ \ p. 43zss' 433 B\ I \ \ \ \\\ 1 II 428� P\ 11511 \ \ ° p_ \ \ \ 32.30' i 435.26' I \ \ \ \ 427.83' \ \ - \ ° . p \ Tc 433 1 I \ \ \ \ 431.73' I \ 430 428 113 \ \ _ _ _ 432 I I \ \ 1 T 112 TC I \\ \ I I I 114 4?9 \ \ 430 437 431.17' I \ 11 4 C �° 2 32' 428.54' \ 430.61' \ \ 42 0' 28 428.36'� ° a I. TC TC - - III��428,30' _ I ° I _ 431.00" 431.94' UNABLE TO LOCA7L INVERT I b I I 427.85' \ - \ TC \ \ \ TI�N,�,•, nN,,1 II 2' WIDE CURB I i v I ° - - - p\ 111 ° TO tlewtiv I i 1 I \ vc, O O ===F_I I I I I I I I CUTFOR I ®T\c \\ \ \\ 118 432.77' TW 428.33' FFE=4 .35' 436.6 ST\ AOVER FLOW FFE=428.3C432.47' 433.83' I ELEV:427.85 l�q 3� \\\\ I \ I II I I I I II II Ill ,N \\ \ \\ I\ 2 \ \ LP 117 II I I II �� IIY 11 li `I II 110 \427.99' 1os I I \\ 428.24' \ \ \ \ \ \ TC _ \ 428.36°. I li I I 1 I 4 l 108 2 \ \ \ I 11 l TC \ I I \ \ I \ \ \ \ I I 427.7 ' PROPOSED O Ili I l STARBUCKS FFE 428.35' 1 \ \ \ I \ \ \ I ±1,138SF \ a I lI I I I III FFE=428.35 107 \ \ v \ \ I �35.92' DROP INLET 'Ili I I I I • I �d� 428 31 q� q7' \ TC TOP=421.62�. I I I \I \ 428.63' \ 430.09' \ v� ✓ v I BW \ INV. IN=417.1' °' I I I i \ p q rc \ \ V \ �/\ I \ INVOlI`F 17. 0' 427.8�3' 33.42 \ \ \ I I q I I I 1 I \ \ ° ,may � \ \ \ \ �� I' l 1 11 II \ \\ - I'Y��°r/u-1'I`\\_° I \\ \\ \\ TC Z A /_ I \ \ \ p 2 sr C \ \ \ \ 430.49' \ I j COMPAVIRGININYEASEMENT& TELEGRAPH b2 \ 427.52' \ c \ \ \ I & I 106 \ I \.\\� TC \\ I cc - 3' \ \ \ \ 27. 428.42' 8.1 428.34' 428.50' 1 \ TC \ 11TC \ TC l I I \ \ \ \ \ 428.11' 430.99' \ 432119' j \ II ��� bryA I 425.90' /� \ I \\ \ e1 l \429.62' DROP INLET /� �� ; \� \ �. p 105°D \ \\ I I I TOP=423.0' / � �� � i P� / � � �25 ' �� v I \ \ I \ \_ \ \ INV. IN=413.7' �0 i I �\ .. TC 427.29' 427.31' TC \ \ \ 1 I I INV. OUT =412.4' 15 I Tc \ ° \ 426.78' 10y3 N 428.81' 1 425.98' bS\ \________ _______ �N •\ \ �\ o- - - - - - - - - - _ ______ _____________ _ _p ----- _ ____ ____-_____________ \ b Fill------------------ ---------------- ----------------------- o X-10 a -I-- S`' / rC \ SWMA \\ \ a2s.83' \ TC �------------ \----------------------- _ I I Tw o ' - / 426.63' /� \ p \ \ 430.20' \ \ --- _ 434.70' m i 34L�OF72"l'MP I ___________________ TC STORAGE PIPE 429 �� NbS\ o \yam M �"'w \ BW \ ------ p \ v v \ 434.23' \------------- �� 426.34' WITH WEIR PLATE 1 \ �- --- - -----� - a SS 8" SS 8" SS 8" SS 8" SS 8" SS A / \ \\ A�FMFNT \ \ \ \ \ \ \ S7'OP1T4254' H I 425.91, (D/ 18'ACCESS N EASEMENT \ \ l \ 7�lNV. IN=417.9' c INV. OUTp b1 p \ TC \ \ -N�\� _ of \ P�� 431.72' \ \ \ Eli= bry C \ o \ \ TC TC \ 427.29' 430.37' \ \ TC- a \ 426.68' \ i I \ 431.19' \ \ \ \ - Z 427.20' \ \ \ \ \ Jnn- -- • n -ion---- -1,9n-IDn I I 11 \I \ \ \ -lopes -- z \1'JnI- - - -- - - - -l9n a. \ ,� / 427.71' °� 427.80' 1 \ 7-� - - - TEL 0 1 \ I \ - J �n- - I Z- \�\ \ - \ - -1on - - -Inn- - - -inn- - / p UG JBOX / 1 MARK 11 \ \ inn---- \ BENCHMARK SET \ I. \ -inn- - - -\- -ion- - - - -loner _ 1 N\` CHIS-LED SQUARE IN TOP Y I \ / n 9 BACKgURB \ - �-lon- - �In/- - - l�n- - - 0 4\ ELEVATON=426.46' `` I I / -10n- - - lqn- -lsn- - - - \ / _ 1 TRAFFIC 1 ��-- / Inn----�log ---1r�\n, �l---lqn----/l�n-- � -Inn- - - - / ion- - / - � tnn / - - - -- IQ� \ \ \ \.\ / \-ln/1C-----l�n-/! --- I // tnn-----l�1nn- �� T---1nn-- I \ \ t r< ` ` \\\ \\\ \ \I\ MATCH EXISTING-tnn-� / I \ I 1 \ \\ \ ELEVATIONS \ \ \ \ 11 \I 2 / I a \ \ MASTARM \ \ \ � � \p TRAFFIC 1 \ \ \ \ \ \. ❑ DROOP INLET c DROP INLET - - - - _ ` - -�� / i \ \ \42765= EX X \ \ 1 +i 42786' _INV. lN�(6�=4255' - - - - N �=20.6'- lNV. 1M-423^6' SCALE 1"=10' 0 10, 20' 18" RCP e I,L�g QF U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 ��'n, 1119121 A M E 0 � o N Vi N C E w ° E LL o 3 0 w - K uy t M QJVom W J -L6 D i O N N U W F o N = X LL ti = N = U > ~ c w^ o O N 00 � M � H vi 0 O (D D O cc H 0 w w U Q z O O F DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W z c J J n O o. Z = z Q� 0 �Q w` 0 c �W z Z r 0 n p U n/ `o (M J LpL 3 N Q015 a N wn0 co V o cq f Q Z Lz wo o 2 ' ^ c v, m- fIn Eo a v c N m U O � m D O 3 z m /1r1 O � d F d o Q � 3 a 2 3 X C do dh A C c Eo �M 06 a c �a JOB NO. w co m 47165 C V SHEET NO. n o C5. c E 1000 _ 7 I X �1( --- - - - I- - - T - - --j{ L L X X-- X--\-X -4_69- 470 - - - �__--_ -� --_--- _ _-_44_�5-i_5n_-• _-_=______--_-- --_- _ __-_ ____ - _ ----_-_-_-_-_-_- --_67---_--_46 _ 466_ \�Z-_ ___ 463 - 444_4E5 ---_=- _ POST 59(7__AC __ - ---- _ - IMPERVIOUS -0.088AC .a': -------------------- - -------- - - - _ PREAREZ�=- ssAREA=0.413 45 -44s5(- GRASS CO449-15/_ -----VER=0.325AC4558 _------ aai4aa- AREA =0413AC - - - - - -- ` IMPERVIOUS= 0.088AC 041Z�!_ _----50GRASS COVER-0.325AC-s_____ = �436`- __-------_ ` - 43- - - - -- - --_ _3i-43&1 _ 1434311f air _-_-- --- -- _ 4 3 \ - \\ it 1 W 0 1 \ \ ` \ \ PROPANE� \TANK \ III I 1 - - II IT � �\ \\ PRE AREA 1B II71 II II ----- AREA = 0. 159 .159 AC I I \ I` - \ I\ \ \\ \ \ \ \ \� A\ \ \\d I'``\•\/IrII\/_�yhlQ�I \\/ \ 'R\�,,Ij\\ \ \'�'\\ \ \ . \ '\\ \, = - \- 1r `^._\e�III \\ \ \ \ Vo \ ' `; '.c\i \ .\ __ \ I IMPERVIOUS= 0.141 AC II�'/% IIIIII "Z\3aNA•ry7.kJ. \ _ Ih \ PRE AREA 1A ° r� ` GRASS COVER 0.018 AC ro AREA = 0.246 AC RASS COVER = 0.02k\IMPERVIOUS=0.221 AC POSTAC REAlA I � IMPERVIOUS = 0.074 ACA EA 0.18AC GRASS COVER = 0.034 AC P\O-\ S T AR\EA 1 B AREA = 0.296 ACPROPOSED IMPERVIOUS = 0.225 ACSTARBUCKS GRASS COVER 0.071 AC1,138SF / PRE AREA 2ANALYSIS ANALYSIS AREA=0.169AC IMPERVIOUS = 0.057 AC IPOINT 1 POINT 1 AC C -- GRASS COVER (B SOILS) = 0.071 GRASS COVER SOILS _O.I 041 AC ---- I III 1 -I I i Iy'4 �--�-\� - \ --\- \\ \ ---- -----\-\- ---\-\ -- ---- -----_ _/\ \ \ �--- 3I-I- \- ----- - s POST AREA 1C - -II -- \t------�-- -8'ISS 8" SS 8" S�148AzSS- 8"L SS 8" SS " IMPERVIOUS04AC GRASS COVER 0.034 AC �- \ \ \ __- cS-1$ -ioNn -On-�' �I-1Jn- tPOSTAREA2 AREA = 0.022 AC It ten- 1 it / IMPERVIOUS = 0.018 AC nh\ANALYSIS \ n 1 1 IMPERVIOUS GRASS COVER (D SOILS) -0.004AC 19R---.Lon- I h1 -in- inn- -- / I T ion--/ ion-- ion-I01 \POINT 2 \ -inn \ - - - ----1\ .- `a- .. .iL.i�.- •, / / \/ \ \ \ �!\\ c.\ < \ L\.��'. �- . --.•te-a-d . LIB-. SCALE 1"=20' EX❑; \ c\/�\ � ---------- - 20' \ �.� \ e \ a- r❑.,I -... �-.. -�-\ -\'a- - -oems=. -.•�-<\ o "-T - -- .� _ -----------___\ OST DEVELOPED0 0' ____----'_____-_____L=te--___-----PRE-DEVE � PRELIMINARY WATER OUALITY ANALYSIS SITE DATA PRE DEVELOPED AREA IMPERVIOUS = 0.42 ACRES MANAGED TURF = 0.16 ACRES PRE DEVELOPMENT LOAD (TP) (LB/YR) = 0.97 POST DEVELOPED AREA IMPERVIOUS = 0.43 ACRES MANAGED TURF = 0.15 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 0.99 MAXIMUM REDUCTION REQUIRED FOR REDEVELOPMENT = 10% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 0.11 0.11 CREDITS TO BE PURCHASED DETENTION PIPE MAINTENANCE TOP OF WEIR PLATE 422.74 4" ORIFICE INV. 420.50 TOP OF 72" STORAGE PIPE ELEV. = 424.00 10 YEAR WSE 422.74 STEEL - - - - - - - JV 2 YEAR WSE 420.99 1 YEAR WSE 420.43 I PLATE 3.5" ORIFICE ::::�,�_ELEV. WITH TRASH RACK 418.00 INV 418.00 SWM A WEIR PLATE SECTION DETAIL Ins cction Activities Suggested Schedule • After several storm events or an extreme storm event, inspect for: signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris; clogging of the outlet structures and any pilot channels; excessive erosion; sediment accumulation in the basin and 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 PRELIMINARY WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS PRE AREA 1A AREA = 0.246 ACRES 0.221 ACRES (IMPERVIOUS) 0.025 ACRES (GRASS COVER) Tc = 6 MIN Q (CFS) V (AC -FT) 1 YEAR 0.93 0.048 2YEAR 1.16 10 YEAR 1.82 PRE AREA 1 B AREA = 0.159 ACRES 0.141 ACRES (IMPERVIOUS) 0.018 ACRES (GRASS COVER) Tc = 6 MIN ONSITE COMBINED FLOW TO ANALYSIS POINT 1 (PRE AREA 1A & PRE AREA 2A) Q (CFS) 1 YEAR 1.54 2 YEAR 1.91 10 YEAR 2.99 TOTAL COMBINED FLOW TO ANALYSIS POINT 1 Q (CFS) 1 YEAR 1.97 2 YEAR 2.61 10 YEAR 4.64 (POST -DEVELOPMENT) POST AREA 1A AREA = 0.108 ACRES 0.074 ACRES (IMPERVIOUS) 0.034 ACRES (GRASS COVER) Tc=6MIN Q (CFS) V (AC -FT) 1 YEAR 0.31 0.015 2 YEAR 0.41 10 YEAR 0.70 POST AREA 1 B AREA = 0.296 ACRES 0.225 ACRES (IMPERVIOUS) 0.071 ACRES (GRASS COVER) Tc=6 MIN POST AREA 1C AREA = 0.148 ACRES 0.114 ACRES (IMPERVIOUS) 0.034 ACRES (GRASS COVER) Tc=6MIN Q (CFS) V (AC -FT) 1 YEAR 0.49 0.025 2 YEAR 0.63 10 YEAR 1.03 POST AREA 1-OFF AREA = 0.413 ACRES 0.088 ACRES (IMPERVIOUS) 0.325 ACRES (GRASS COVER) Tc = 6 MIN Q (CFS) V (AC -FT) Q (CFS) V (AC -FT) ft' (CFS) 1 YEAR 0.60 0.031 1 YEAR 0.95 0.047 1 YEAR 0.46 2 YEAR 0.75 2 YEAR 1.23 2 YEAR 0.73 10 YEAR 1.17 10 YEAR 2.03 10 YEAR 1.68 PRE AREA 1-OFF FLOW THROUGH SWM A DETENTION PIPE COMBINED FLOW TO ANALYSIS POINT 1 AREA = 0.413 ACRES 34 LF OF 72" CMP 0.088 ACRES (IMPERVIOUS) Q (CFS) 0.325 ACRES (GRASS COVER) Q (CFS) 1 YEAR 1.70 Tc = 6 MIN 1 YEAR 0.49 2 YEAR 2.38 2 YEAR 0.78 10 YEAR 4.56 Q (CFS) 10 YEAR 1.30 1 YEAR 0.46 2 YEAR 0.73 10 YEAR 1.68 CHANNEL PROTECTION (ENERGY BALANCE): nn "DEVELOPED < 0.90"(QPRE-DEVELOPED"RVPRE-DEVELOPED)/RVDEVELOPED OK 1.70 CFS <- 0.90"(1.54 CFS"0.079 AC-FT)/(0.087 AC -FT) + 0.46 CFS = 1.72 CFS 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. POST -DEVELOPED Q10 <- PRE -DEVELOPED Q10 OK 4.56 CFS (POST -DEVELOPED Q10) <- 4.64 CFS (PRE -DEVELOPED Q10) PRELIMINARY WATER QUANTITY ANALYSIS POINT 2 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) (POST -DEVELOPMENT) PRE AREA 2 POST AREA 2 AREA = 0.169 ACRES AREA = 0.022 ACRES 0.057 ACRES (IMPERVIOUS) 0.018 ACRES (IMPERVIOUS) 0.071 ACRES (GRASS COVER, B SOILS) 0.004 ACRES (GRASS COVER, D SOILS) 0.041 ACRES (GRASS COVER, D SOILS) Tc = 6 MIN Tc=6 MIN Q (CFS) V (AC -FT) Q (CFS) V (AC -FT) 1 YEAR 0.33 0.016 1 YEAR 0.09 0.005 2 YEAR 0.47 2 YEAR 0.11 10 YEAR 0.91 10 YEAR 0.16 CHANNEL PROTECTION (ENERGY BALANCE): //�� "DEVELOPED < 0-90*(`//PRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 0.09 CFS <- 0.90'(0.33 CFS`0.016 AC-FT)/(0.005 AC -FT) = 0.95 CFS FLOOD PROTECTION: POST -DEVELOPED Q10 <- PRE -DEVELOPED Q10 OK 0.16 CFS (POST -DEVELOPED Q10) <- 0.91 CFS (PRE -DEVELOPED Q10) & v,ELTH QF �4s' U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 L'f'n, 1119121 &�' M E O � O N Vi N C > E w ° E LL 3 0w o w o `m ,^-I Uj t M Q J V m J - l N (D W . �I S 0J)X 0 Q v ti = N N = U > F Q CLr; ° O1 N � M 00 a� W DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE AS SHOWN W 5 z a 5 J W z J Qa O z I- a i-� Z m N wa Q �E o w > LU ° N A } Q a vJ ~ V Z r n p U `o ry) _j N < ,y a N w LL 000 m H i aQ00 a0 o -6 62 Xcq - e a �N U O a 0 0 3 z„ K1 0 LJJ M a 0� os Q3 a > m /1 x X C d d� Ao E� �g 06 a f0 'a JOB NO. w o m 47165 o C p SHEET NO. n o CV.O c E ym —X—�—X—X—�_X—X I -------- ----------468_ -469----L-- _ _ 470- - - _ - - - - - - - - - - - — — — — - - - - - - -466 - - - - - - - - - - 1 - - - -'------------ --- -- - - -- - -465- - - _ ------A- ---- ----- I - - - - - - - - - - - - - - - - - - - - - - - - -464- - - _ _ _ _ _— _------- - - - - ----- - - - - -- 4s2__as3--------------- -465- - _ -_----____--- I- - - - _ _ - -4- - _ - - - - - - - - - - - - - - - - - - - _ - �\ �460- — - - - - - - - - - - - - - - - - - - - — _ _ _ _ _ _ _ _ _ - 459- - _ — — — — — — _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ 458- - _ _ _ _ - _ _ - _ _ _ _ _ — — — _ _ — _ _ - 457- - - - - _ _ - - - - - - - - — - - - - - - - _ - - - _ _ _ _ — — - - - - - - - - _ ----__--_ -455 456 ------- ------ -- - - - --- _---- -__ -4 -460-__- \_-_ -_- --- ` �------ ----- - ----- -- \--------------_ _ ---453-- ------ 0.702—A-CR£—_ _ — — —---------- _-_------------ --- - _ - - — _ _ - - - - - - - - - _ - .452._ _ _ _ _ - - _ - - - _ _ _ - - — — — — — - - - - - - - - - - - - — — — — — — — 4s—45/--- --- 045BL—Q5_OA=01100—— — — — — —— — — — — — ---- ---- - 0 _ ---- _ __ ___ --- _ ____ __ — _--- _ --- _ --- ` - — --�- -449- _ — _ _ _ - _ _ - _ _ _ _ — _ \---- - - - - 448 - - - - - - - - - - - ___________________ ___---------- _ _-455- - - -_- - - - -447 - - - - - - - - - - _ - - - - - - — — _- - - - - - - - - - - - - - - - - - - _ -447 -2 -443 4gs 44s= — — — — — — — — — — — — I _ — — — 4 - - - - 440 - - - -- __ _ __ - - _ --_ _ - -1 - _ 50 -439- _ — \ - - - - - - - - - - - - - - - - - - _ _ _ _ - _ - _ _ _ — _ _ - _ _ _ _ _ _ - _ _ - _ - - - _ _ _ - _ - - - - _ _ _ _ __438-- I— _ — _ — _ _ — _ — — — — _ _ — — — — _ _ — — _ _ _- - - -437- - - _ _ - - — — _ _ _ _ _ - _ - _ _ _ _ _ — — - - - - - - - - - - - -- 435I - -436 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — _ _ _ _ - _ _ _ _ — _ _ -�-_- -_-433 434-1\_- — _ -------------------------- _ _ _ --- ---�!_ - _ —44$--- - 432 - _--_--_ — — — —---------- ---- - --- L — — —� _ — -/ - --"aa --- — 440 0.038 0.77 — — — — — - N9 \ � .�• \ w0 w� � WW \\ -439, - - \ : 1 \ 116 .�• 116 - \\ - \\\\ 433 \ \ \ \ \\\ 1 ? II 115 o .� 433 430 a S 113 112 0.017 0.67 _ _ _ 432 I \ I N \ 0.016 0.59 114 4\ �110 1 430 431 I \ 114 ----------� . • \ UNABLE TO LOCA7E INVERT I III 11 II I \ �\ 118 118 i 43'\ 11 I I I I 11 I� III I �I I o \ o 11 I I 11 ►I II` I'I ', I 110 109 \\ Ili I I I I 4 o I 108 Aftqw \ \ li I I J �-\ 2g \ \ \ 1 ■ I \ I =W1III; I IPROPOSED - a I I\ 1 \ a 0.22 0.76 I \\ 1 I1 LEGEND O STARBLICKS ±1,138SF c/) a\ 0.03 0.9 III I � � I I �1� \ •: \\ I w \ I \\ I � I AREA C \ \ \ I ■ \ BLDG 107 \ \ \ I 3 INLET n DROP INLET TOP=421.62,�.- INV. IN=417.1'- INVOtF=4170' I I lei I \ \ ° ` \ I --- ■■■■■■■■ DRAINAGE DIVIDE ID \ I \\ I I \° ■■■■■■ ■■■■�■i■ ■ \\\ '/' .pry �p I I1\ 1 \ • \ - - 11 DROP INLET 77 i I TOP=423.0' �' Q� ' Zy� ' \� o \ \ 105♦♦ INV. IN=413.7' \ INV. OUT=412.4' �' �' 15 ; o \ 10y3 yy \ \ 1 1 \-------- ------ ------------- - - - - - - ------------- - - - - - - -Si --- ---- - — —-------------------- ---------------- ♦ \ ------------------------------------------------------------1 \\ , 0.046 0.83 ♦♦ \ a� Nps ` U I / \\ ♦♦♦ 42 \ O Q3 M ww - ` a SS 8" SS 8" SS 8 �-. 8" SS 8" SS+� O / EX-100 \ ♦♦� \ \ 0.102 0.74 1 ♦♦ / I \ _____________ I \ bg I \co 19 ♦ \an w w zz c) 0 F w z 1nn--f D ion— ----ion— on TEL 1 \ I 19n— — — — lon / - — —Inn— — - I UG JBOX / / 1 MARK 11 \ \ I /.TBENCHMARKSET — -Lon— --V—ion-- CHISgED SQUARE IN TO\P / \ BACKgURB \ — �-Ion— - �ln4— ELEVATON=42646' - — / _ _ _ 4\ .` 1 I I ��n i - --ton— \ 16 o\ `\ I / 1sn-----ton---- 10 / �1�` Inn— --l--/ \ \ \ \ TRAFFIC 1 I / P ® \ / n— — - / 1�n— — — -/ ion— — I \ \ �\----ton-----1J n� - -"--- - - - -—1 \ IQ� \ \ \ \\\ // `-� . �\ "\Jn—/!---1on--17/--lnn-----Inn �n--�\ryT---1Dn-- i- \ \ I I MASTARM 1\\\� - �`� TRAFFIC DROP INLETTO \ \ / I \ • INV. \I 6"-425.5' \ I I \ '?OP INLET ------ --�/_ / \ \ \� 1 ---- N�(�- ---- - - - \ 7P=_ a o \---�f-lNV.IM_423^6' o a .. 0. -o--� :o- \ ----�- ---o - a-.�-.--^- SCALE 1"=10' 0 10, 20' 18" RCP ae r � U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 01n, 1 / 19121 M E 0 � o N Vi N C > E w ° E LL o 3 0 w - w 0 `6 W L Mm J V J — l � N U W v N �0 x J LL 0 Q ti> N = U j � F c N O 00 � M C � � H vi D O (D D O cc 0 w w U Q z O 0 0 w DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W z a J ui n O Z a z Q� 0 LL = �QQ' 0 LL > w c V / z Q 0 w O �r� C U V o Mw J Q 3 N Q Z 2: a N Q o LE 0] 2 cq a p dzo aO W6 2 c2 EJ � a zm U O D 3 Z z„ K1 0 LJJ � a O. o Q3 a m =N X C do dh A C c Eo �g 06 a c MU MUM a JOB NO. w co m 3j 47165 c V SHEET NO. n 0 C6.1 0 E �_