Loading...
HomeMy WebLinkAboutWPO202100059 Plan - VSMP 2022-06-10LT SITE DATA: TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 05600-00-00-03200 AND 05600-00-00-032AO YOUSEF LC 5717 BROWNSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL PARCEL AREA: 2.56 ACRES (PARCELS 5600-32 AND 5600-32AO COMBINED) LIMITS OF DISTURBANCE: 1.84 ACRES ZONING: HIGHWAY COMMERCIAL (HC) OVERLAY DISTRICTS: ENTRANCE CORRIDOR STEEP SLOPES - MANAGED MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY JENNING STEPHENSON P.C. DATED 1/29/21. VERTICAL DATUM REFERENCE: NAVD 88 UTILITIES: PUBLIC WATER AND SEWER DRAINAGE DISTRICT: STOCKTON CREEK SUPPLY WATERSHED DEEDS & EASEMENTS: D.B. 249 PG.399 - R/W DEDICATION D.B. 3471 PG. 399 - BMP MAINTENANCE AGREEMENT D.B. 249 PG. 399 & D.B. 250 PG. 266 - R/W DEDICATION PLATS: D.B. 300 PG. 348 - EXISTING IMPROVEMENTS AND PROPERTY LINES ZONING SITE REQUIREMENTS: USE CURRENT: COMMERCIAL BUSINESSES PROPOSED: 101,722 SF 3-STORY SELF -STORAGE BUILDING W/ BASEMENT SETBACKS FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (CROZET AVE. AND ROCKFISH GAP TPKE) SIDE AND REAR: 10' MINIMUM FROM PUBLIC STREET (CROZET AVE. AND ROCKFISH GAP TPKE) BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (HIGHWAY COMMERCIAL DISTRICT) PARKING REQUIRED PARKING: BASED ON NUMBER OF STORAGE UNITS P1=0.89*(#OF UNITS / 100) + 2.5 = 0.89 * (750 / 100) + 2.5 = 9.2 BASED ON SQUARE FOOTAGE PZ = 0.07 * (1,000 SF GFA) + 4 =0.07*(97)+4=10.8 TOTAL PARKING REQUIRED: 11 SPACES PARKING PROVIDED: 12 SPACES (INCLUDING 2 ADA VAN SPACES) IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.44 ACRES PROPOSED IMPERVIOUS AREA: 1.07 ACRES NEEDED FIRE FLOW PROPOSED BUILDING SQUARE FOOTAGE: 101,722 SF BUILDING CONSTRUCTION TYPE: IIB (SPRINKLED) REQUIRED FLOW BASED ON VA STATEWIDE FIRE PREVENTION CODE, APPENDIX B, TABLES B105.1(2) AND B105.2: 7,000 GPM 7,000 GMP X 0.25 (FOR SPRINKLED BUILDING) = 1,750 GPM SANITARY SEWER AVERAGE DAILY DRY WEATHER SEWAGE FLOW: 53 GPD IN-SERVICE DATE: SUMMER 2023 NOTES: 1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. 2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. ZONING NOTES 1. FINAL DESIGN OF THE RETAINING WALLS MUST BE SUBMITTED AND IS SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER AND THE BUILDING DIVISION PRIOR TO APPROVAL OF THE VSMP APPLICATION. VEHICLE TRIP GENERATION CROZET SELF STORAGE LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR IN our TOTAL IN OUT TOTAL Propmed Devellcipment Mlnl Warehouse 151 90,000 1 SF 136 5 4 9 I 8 15 TOTAL 1 136 5 4 9 7 8 15 WPO PLAN WP0202100059 (INITIAL SITE PLAN SDP202100081) ALBEMARLE COUNTY, VIRGINIA FEBRUARY 2, 2022 VICINITY MAP SCALE 1" :1000' OWNER: YOUSEF LC 5717 BROWNSVILLE ROAD CHARLOTTESVILLE, VA 22903 DEVELOPER: MERCHANTS RETAIL PARTNERS, LLC 2801 HIGHWAY 280 SOUTH, SUITE 345 BIRMINGHAM, AL 35223 CONTACT: ANDREW LEWIS PHONE: 205-329-3934 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: 434-327-1690 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL - PHASE I C3.3 EROSION AND SEDIMENT CONTROL - PHASE II C3.4 EROSION AND SEDIMENT CONTROL - PHASE III C5.0 GRADING AND DRAINAGE PLAN C6.0 STORMWATER DRAINAGE AREA MAP C6.1 STORMWATER MANAGEMENT PLAN C6.2 STORMWATER MANAGEMENT DETAILS C6.3 STORMWATER MANAGEMENT CALCULATIONS C7.0 STORM PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS �, Hydrant Flow Service AUth�rl Y Date 8/25/2021 ' Test Report Location ROCKFISH GAP TPKE CROZET Pressure Zone Crozet Service Area Date and Time of Test 8/25/20219:56:00 AM Minutes of Flow 0 Pipe Size (inches) O8 Pressure Hydrant 10098 Static Pressure (psi) 101.2 Residual Pressure (psi) 50.7 lid Q20 Looped L1 02D Multiple lnline Hydrants 11020SIngle Flow []Sprinkler Test Single Flow Flow Hydruni F100991 Pitot Pressure 81(psi) 37.3 Yell*W 1 ❑ Test Flow 1 Flow Hydrant e2 I 11523 Pitot Pressure #2(Psi) 39 Yellow ® Test Flow 3053 Flow Hydrant 93 10097Pitot Pressure o3(psi) 23.7 Yellow8 EZ Test Flowil 810 Total Estimated Flow (gpm) 2716 AWWA Q20 Calculation(gon) 3669 (Novauein WO,dic a nsuffi Mpi mftpb,WDORawlespnnkltt M..l Comments Hydrans opened all the way. u.am..iaa.a wnoiasn"..nnana wmxaa.R=R. w. n, waNkexMlNa.ntles99]Fumal � am.b a Estimated Consumption (gal) 5432 Forusefurwateraual6 Signature of Tester: 8ay�FaIPC TOTAL NUMBER OF SHEETS: 18 6628 628 % I l CBNXy QnM rI OwnenNlp No11nSmY.x. AC5P6xnM 640 668 ' 1b11n 5ervkn. PrIveW OwnersM _ O\ MServkx, PXveb Ovmers6ip \ na09e In �nM ncuv s vn . CSAWNr. Mein ermiip WT Pe wo.1. In / s>s - JulesTy" rw W„ � � ■ � a;ryws�� " a nos Flow Hydrant s6eo OROWNSVILLE RO 8T51 s oe a T6 sna sum 1 .... low Test Hydrant 00956912„ S6e6 66a 152 009 661 66B g- .�6]2 ROOKFISH-GAP-TPKE-8258-668 - Flow Hydrant seg Flow Hydrant I �e9A r �eL 56<6 TeFn qo � eW sws s6'v m� swt Grz Np..mxa.,.l�x4 Tlw°,mw.Nbma..a.xw-mxap�x�. nxm�xx� I�wapm_Tn.xrxm.nx�Na�.p..fiawme.-.... Albemarle County asmm.�.+.wxw+..m.re"-rl".e-wxN6.m6. w Pmxxkr"Nurwwsbp"wxkmmwnvaymsaml"uaeb6" ba.xm e ServiceAuth6rity .gin uupmamnm aPmM""xmwmm"nMtn ae;, o too zoo aao 4a ,,;,�'" Feet �e"�Nr"v>vw�m v✓x[mo CLINT W. S FFLET >� ti Lic. N i13t9 4� 6-8-2022 N Z 0 [no Z O a it U Ln W 70Ln W W KO O Z Z O C)U U as O O j Lu Lu DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU � a I --I 0z J LV LU 0 i 0 L � a LU Lu Ncc w J 0 a Q� U JOB NO. 48757 SHEET NO. C0.0 L zl3 LEGEND ROADS SEWER ® �5� EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE N0. F_15�1® DROP INLET & STRUCTURE NO. WATER CURB O CURB & GUTTER BENCH MARK CLEARING LIMITS - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION Q PARKING COUNT EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TIN = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) sf COUNTY OF ALBEMARLE 7'- M Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. P P g g C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents, 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. GENERALNOTES BLASTING NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 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. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. PRESENT DURING CONSTRUCTION OF DAMS. 4. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER 5. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY ALBEMARLE COUNTY FIRE PREVENTION NOTES 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 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS A HAZARD AND THESE AREAS SHALL BE AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. DESIGNATED WITH "NO SMOKING" SIGNS PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. PRIOR TO TYING -IN 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PRIVATE STORMWATER PIPES, VIDEO INSPECTION OF EXISTING STORMWATER PIPES IS REQUIRED TO CONFIRM PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. CONDITION. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. ALL CONSTRUCTION AND DEMOLITION SITES. PROVIDE ACCESS TO WITHIN 100' OF TEMPORARY OR PERMANENT FIRE PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT DEPARTMENT CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13'-6". STANDARDS AND SPECIFICATIONS. THIS ACCESS MA BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING ALL WEATHER CONDITIONS. DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS 13. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE COMBUSTIBLE MATERIALS ARRIVE ON SITE. RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. THE ENGINEER. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED 14. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF (WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL), IN EVERY STORAGE AND CONSTRUCTION CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT SHED, AND IN AREAS OF SPECIAL HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. DEVELOPMENT. 15. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 16. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 17. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 18. 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). 19. 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. 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. 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). 22. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 23. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 24. 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. 25. 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) 26. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 27. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 28. 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) 29. 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. 30. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI Al17.1-03. 31. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 32. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 33. 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. 34. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 35. 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 AN 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. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131. 38. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT ACBID DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN WATER SERVICE PIPE, AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 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. ,'Y ��pLI H pF'rr �^ CLINT W. '1Z �2 S F LET • A Lie. N 54390 Qr :Fp 6-8-2022 4.3 % o M E 0 N U N C > E w a E W a LL o a� j U EO J - y, M WN N v �X 3:j na oQ V ° to a' '^ C � a, O N M v W J mH V) 0 0 x L9 H w w_ U U a z O in rr 0 O am O oc H z O a U to W z O U) w w Q ❑ 9- DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A Uj ( V cj�a J I_4 OQ > LU LL z J � C) w°z () w Q Lu Q N � z U JOB NO. 48757 SHEET NO. C1.0 L m o, 00,` EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT TOP OF CURB R=2" �� "' �%y • • � FILLER, "ZIP STRIP" OR NONSLIP BROOM FINISH -. EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 4 � • •WZ CLINT • SILICONESEALANT� 2/������ ��\�\�e 6 =V 7S FFLEI >• • � a • Lic. N ° 54J00 4 ' 10" 3,000 PSI AIR ENTRAINED PORTLAND/��/�� CEMENT CONCRETE SURFACE '"�G 6-8-2022 �V;: •���/�004w 0 0 0 0 0 0 0 0 6" TYPE 21A STONE COVERA.BASE a. ° A� COMPACTED SUBGRADE (CBR 11.2) \�j\�j\ . . <' M VDOT A-3 CONCRETE O ° o N N � < E o�SUBBASE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w a E CONTINUE 21B STONE BASE FROM a a o 3 HEAVY DUTY CONCRETE SECTION ADJACENT PAVEMENT SECTION o LL w O o UNDER CURB, 6" MIN. DEPTH ti No scale w " U VDOT STANDARD CG-2 CURB d i p N Z ° M No Scale SIGN " a w STD. U POST a � s v N 11 z � Z � Z GALVANIZED v ¢ uO O 2 R 4" c rn 0N V) Lu 00 d . CONC CURB AND GUTTER CLASS 3A, o (Pc=3,000 PSI) CONCRETE o w 2 2 6" �~ 00 6'-8" MIN. W C W d vi 13 ^. a c c[ 0 REFER TO VDOT STD STP-1 DETAIL a 7„ Y� a a d O= FOR MOUNTING REQUIREMENTS n d a d � ° � W W METAL INSPECTION FRAME W/SOLID LID EXIST GRAD (NEENAH R-1975 OR EQUIVALENT) o o °� d _ F 3"CONCRETE COLLAR �CRUSHED STONE BEDDING ' '. �.: '.: 6" M N I L �>y� = w Q h P4 a \ O O �\ �\ �\ �\ \ �\ .\ �\ �\ �\ �\ �\ 7F76"D/CLEANOUT 6„ 6„ 2,-01' z O DATE A CONTINUE 21B STONE in COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL PL D SUBGRADE PAVEMENT SECTION o 2 2/2022 / OFANE UNDER CURB > No Scale DRAWN BY RESEFMD RESERVED CLEANOUT DETAIL K. FLYNN VDOT STANDARD CG-6 CURB & GUTTER No scale PARKING PARKING • DESIGNED BY No Scale • C. SIGNAGE NOTES: • CHECKED BYSHIFFLECHECKED BY 2" ASPHALTIC CONCRETE SURFACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH .' COURSE - SM-9.5A • C. SHIFFLETT THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY PENALTY PENALTY o o 0 0 • SCALE REVISION THERE TO: $M-SERE SM-SURNE A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TOW AWAYZOhE TOW AWAYZOrE 8" TYPE 21-B AGGREGATE SUBBASE COURSE • B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 6-8" MIN. 6-8" MIN. /\ D. THE 2018 INTERNATIONAL FIRE CODE. COMPACTED SUBGRADE F FINISHED FIVE NISHED NBSOVE HED (PER GEOTECHNICAL REPORT) 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE GRADE GRADE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING NOTE 1 ABOVE. SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL LIGHT DUTY ASPHALT PAVEMENT SECTION 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND VA. SIGN FOR THE DISABLED ON 0.80 GAUGE No Scale INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SOLID WHITE LINE 24„ STOPim (TYP) 2" ASPHALTIC CONCRETE SURFACE COURSE EDIA 5A 3" INTERMEDIATE BASE COURSE - BM25.OA 0 PARKING SIGNS FOR THE DISABLED No Scale ui i /V 12� STD. o 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE Q (VARIES) R1-1 CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK ,�% Q J STOP BAR DETAIL ANCHOR WITH 5/8" REBAR AS NOTED ON C4.0 & C4.1 IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) r O z NOTE: STOP SIGNS TO BE 30" WITH SUBGRADE � HIGH INTENSITY SHEETING NO SCALE HANDICAP SIGN LOCATION (TYP.) COMPACTED (PER GEOTECHNICAL REPORT) ,^ / v \ l 1�, Lu 11 0 2V 2' 2 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LL z SOLID WHITE LINE �f } J 5 Q EO FACE OF Lu O PAINTED 18' 18' cuR6 HEAVY DUTY ASPHALT PAVEMENT SECTION U) Q No Scale R PEJ 6 VDOT 4" 4 PAINTED Q 2: U) SPEC. LU STRIPE (TY91 PICAL) w Q w 2' 2' 8 8 VAN 8 TYPICAL NON -SLIP BROOM FINISH z O O 4" DIAMETER STEEL (TYP.) (TYP.) ACCESSIBLE ACC 0 Z " PIPE FILLED WITH HANDICAP SPACES REGULAR SPACE U CONCRETE. BOLLARD SHALL BE PAINTED STRIPING AND SIGNAGE DETAIL VARIABLE WIDTH' TYPICAL PARKING SPACE DETAILS YELLOW MAX. CROSS SLOPE2% No Scale No Scale 4'\ .. A a PAVEMENT X\ 1.5"-2" BITUMINOUS a. CONCRETE SURFACE COURSE - SM-9.5A \� 2'-0" DIAMETER 7-1/2" 6 LENGTH \ \ I AIR -ENTRAINED CONIC. FOOTING CONCRETE a A 6:: . 5„--FF COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER ° 4.` ` ^ a ° EP EXISTING AGGREGATE BASE \// ; 4 „A \/ /\ ANCHOR WITH 5/a" REBAR \/\ I I ;;, �\r /\\ \ 5'� �j/�j�\/�j�\\/�j�\jam\jam\/�• COMPACTED SUBGRADE IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' ACCORDANCE WITH VDOT STANDARDS. JJ MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. ROLL TEST EXISTING BASE COMPACT AND COURSE. THEN PLACE ..:' oe NO. NEW ASPHALT SURFACE. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 48757 BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION SHEET NO. Cl 1 No Scale No Scale No Scale No Scale No Scale • F E L B"MiN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - GENERAL PEI S-t 1. METHOD -A'• PRE BEWNC SHNL BE USED FOR ALL. TYPES OF PPE CULVERTS WITHIN THE APPLBCMUE 1EDHF OF COVER RNNE MJTm N THE STANDARD PC-1 TABLES MESS OTIERWSE NOTED ON THE PLANS 2. H - (EIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SUL. �9 CIRCULAR PIPE 1. D - OUTSIDE URETER OF PPE. 2. G - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MAIEAFL BYOD THE EXTREMITY OF THIS PPE. A - 12•• WHERE U IS LESS MAN WC X - 18" WHERE E IS W' AD CREAMER. 4. WHERE DIRECTED BY THE ENGINEER. BEGGING MATERM MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) 30" ALESS IN DINAETER WITH HEIGHT OF COVER 15'OR LESS. D ' MATERIAL MAT FOR USED IN LIEU P CLASS (PLASTIC ME) 5. REGULARFOUNDATION i DATIONBACKFILLT IN 30" ALL TYPES FOR ROUTINE IE%GFPT PLASTIC PIPE) 30" NDLESS IN DIAMETER MO COVER 15 O LE IN FH dNETER WITH IIX#II P COVER 15' OR LESS 6. SENDINGMATER& AND CLASS IBACKFLL MATERIAL MAY B ELMINIUED FOR SHOULDER SLOT INLET DH13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE L S1 - W15LE PAN )MENSION OF PPE. 2. S2 - INSIDE PNI DIMENSION OF PPE. 3. R - MRBDE WE DIMENSION P R£ TRANSTIM BETWEEN WHEN PPE OE WOF 4. X - WIDTH CLASS I BACKELL MATPB& EYEDIE E TTRFMITY OF THE PIPE. ENT E SIZE DIFFERENT SIZES X - 12" WHERE S2 IS LEA THAN W.'. PIPES ARE ENCOUNTERED. X - 18" WHERE Spp IS 3W' AD GREATS 5. WHERE DIRECTED BY THE ENGINEER.BDDWD MAIEWIIL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS ADDER ROUTINE ENTRANCE PIPE WHERE S S 38" OR 2 LESS AND HEIGHT OF COVE 15'OR LESS 8 REGULAR BACKFILL MATERIAL MAY BE 15ID IN LED OF CLASS I BAdffLL MATERNAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS M' OR LEA AND NOTES: HEIGHT OF COVER 15'OR LESS. SHAPING OF MANHOLE AND INLET INVENTS IN ACCORDANCE WITH THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS MOVE INVERT OF INERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS \N SLOPE TO DRAIN TO INVERT OF CUTLET PPE PIPE ARCH sTRWTu�. MNNOE OR DROP H AP I TO BE FORMED AND CONSTRUCTED 1. S - PN DIMENSION O PPE. IN ACCORDANCE WITH APPLICABLE E FORMED AN SPECIAL DRAWING. 2 R - RISE DME190N P PIPE THE INVERT $11MING AS DETAILED HEREON IS TO CONSIST OF A e PoRTLAD CEMENT CORSETS MI% COMMAGGREGATE TO CLASS AI P / CLASS CO.EXCEPT THAT 23% OF OARSE ADGRfGATE MAY B 3. B - PE PC-1 TALE FOR APPLICABLE PINE LNTEMAL P TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, j BROKEN CONCRETE OR SROKEN CONCRETE BLOCK. TIE SURFACE 4. X • WIDTH OF CLASS IBACKFILL MATTER& BEYOND ME EXTREMITY P THE PIPE. SHAM BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I X - 12'• WHERE S2 IS LESS THAN 36". OF THE COARSE AGGREGATE SHA L REMAIN EXPOSED. a e - 18" WHERE S2 IS 36" AND GREATER DETAILS P INVERT SHADING AS SHOWN HEREON ARE FOR EXAMPLE 5. MERE PRECTED BY THE ENGINEER. BEDDING MATE(& MAY BE ELIMINATED FOR PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - -' NPR& EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PRE WHERE S2 S M' OR INDIVIDUALLY TO BEST FR THE PARTICULAR INLET AND OUTLET LESS AND HEIGHT OF COVER 15'OR LESS. CONFIGURATION AND FLOW LINES. B. REGULAR BAINFL.L MATERIAL MAY BE USED IN LED OF CLASS I BACKFILL MATERIAL.FOR SECTION B-B ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE 5 IS 35" OR LESS AND PLAN HEIGHT Or COVER 15'OR LESS. METHOD OF TREATMENT IN MANHOLES E ENG \V00T \VDOT WE 'C ERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS STANDARD METHOD OF SHAPING REFERENC ROAD AIU BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 302 GENERAL NOTES REVISION DATE FFEET 1 OF 1 FEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 3O2 303 VIRGl1u OEPARTMEIR OF TRAlPORFATXN DJ.00 106.08 VIRGINIA DEPARTMENT OF TRAISPPTATDN REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INT(13" LIFTS) BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4- BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 VIER LIFT NOTCH 12 3/8" WATER CAST IRON LiD J NOTES: (1) A 1-3/4" DIAMETER HOLE iS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 z_ z N 04 WATER 2500 P.S.I. CONCRETE THRUST BLOCK DI-1 %N SECTION CAST IRON 1 % SECTION STEEL Dr3A, 3B, 3C r-r, NOTES OF DETuIs INLET EXPANSION ET JaNT LUGS TO BE L T-' L9A"zWlk. CAST WITH - V-Y MOM, L DORM 6 INLET IN) TO BE SHOWN ON FILMS. w C011gp FOR IN! DEPTH GREATER THAN 10'BSE DFIA 8 A A 2. THE H' DIMENSION SHOWN ON THE STANDARDS S AND ON THE PLNS I WILL BE D FROM BE MEASURED FROM THE ADVERT CIF - n CAST 6&V. WE WONTED THE OUTFA _ PPE TO THE TOP OF THE - - - RON STEEL I .TINT STRUCTURE. PLAN "H" DIMENSIONS ARE NPRO%MATE ONLY FOR ESTIMATING PTION& DS + WELD MIL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RFB 143.a L15 �TRACCTORR BE DETERMINEDHE FFIIELD CONUTDNS. 3 LBS TOTOMELTORB COLIAR h IN LU6 ILOHLE 1 3. WHEN INVERTISTTO BOAIOKDPINN'ASCC ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS B/- NCDENTAL TO THE SHARING IS TO BE INCLUDED IN THE BID PRICE FOR THE 1-2" a 4' 1 I yeX p STRUCTURE. PLAN LUGS L- y12" 9%" _ {. N THE EVENT THE INVERT Of THE ON (GRATE REWVEd ,,pp��I ,, 11�� OUTFALL PIPE IS HIGHS THAN THE KEYED LONST. JONT SEE METAL A+ItlJ OF THEM P THE STRUCTURE, THE INVERT �`TTTT L-VNNME - LWL PP OF THE STRUCTURE SHALL BE SHAPED II WARPED •• WITH CEMENT P PUNMORNING OF WATERINTHE H.� 2- 0" g• - 2•-6•• �}.-B a•• 3•.p•• z 2- 1, ARS A GUTTER APPROACH SECTION B-B STMCTM2.TIE COST OF FURNISHING ,+ 1 -- �5 GUTTER :•`OLLAR DETAIL 1/f TO ROCNG ALL MATERIALS BE INCLUDEDL �llllllY IETINNERNiNN� TO INLET NG ALL R TO BE INCLUDED w^ _ N THE BD PRICE FOR THE STRUCTURE. - m dNEN5ION5 FP DIM MO WALfE MfNM i0 WATERWAYS S• STEPS ARE TO BE PROVIDED DETAILS S H IS B S C CAST IRON ONLY STAR OR CREATE. FOR CETAS SEE L IIDETAIL B STADARD ST-1. IIy/Y'/1 BARS F BADS E LrB u 6. T115 ITEM MAY B FPECAST OR CAST F`� i #3" MAMETERWEEP HOLE BARS E DETAIL A "E}`I N-PL&c' I FRONT ELEVATION BARS F a- •• e" Buts e 7. W4 % 8" SMOOTH DOWELS AT - - - (GUTTER REMOVEDI 3'- 0" I }-Y SEE OETNL @@@ APPROXIMATELY 12" C-C TO BE V/w PLACED N ALL AREAS ADJACENT SETTTLLEMMENNNT.. IN CONCRETE OF DOWELSVENT 6" 5xy." BENTW_'A SECTION B-B SE ST NOTCH MAY BE FRONDED. A E STARONND T-DI-3.4 FORALTERNATE DESIGN. TYPE A xOP DEiuL PALL B USED WITH CG-3 M CG-I SiANDARD3" GALVANIZE k/B. 3•' STIC ER WEEP HOLE WIT" 1T'x12" - G0.VMlZLD TTPE B NOSE C£TA. PAL BE USED WITH CG-2 8 CG-6 $TMIOORpS. OR GAC AM= SE CLOTH Vj' �H TYPE A TYPE B %" % 4" STUD SHEAR CONNECTOR WELDED WI GALV.W2m STEEL WIRE Lfl CONNECTOR PLATE FOR TYPE A TO BE SENT ON A4 ANGLE OF 68.30' TO ARGUE PIXI AT 2-C-C. WOE DIAMETER 0.OF MACE 4 STRUCTURE. CONNECTORS AND IS TO BE ANCHORED MTH y" x a" STUD SHEAR NOSE DETAILS HNiOWNNE CLOTH INCXONED FIRMLY 2.. t0 THE OUTSIDE P TIE STRlICT11RE. WELDED TO BENT PLATE AT 2'C-C q}pR. PAVEMENT y �������������� 1 9. CAST IN PLACE CONCRETE R TO BE L WARPED PAVEMENT CLASS Ai (3000 P91. PRECAST 01-3A, q-38 L d-3C FL CONCRETE IS TO BE 4000 PSI ' SECTION A -A 1/ 1 3-:� D. MY ALTERNATE METHODS P ANCHORAGE A IL I}.�. MEETING THE APPROVAL P THE ENGINEER PF DFTNL B +-s-��t-; )NCRETE QUANTITIES FOR MIN. DEPTH -'- - MAY BE SHOWN TIED FOR TILE casT IRON - --------- - LWS AS SHOWN HEREON. W I?" CONCRETE PIPE - t.440 CO. YD. CONCRETE APPROXIMATE HATE WEIQIT I I LO PLO'W I iLO W Y O IS" CO ETE PIPE - tWO CYD. CONCRETE 9/ •• I •• CAST ROH 11. DUMP NO WASTE OPNNS TO WATERWAY 18" CO ETE NINE - t620 CO.IYD. CONCRETE GRATE ]6] t 18 lB5 LETTERING S REOURED ON &L q-1 I` "II~ I 1 1 DETAIL WHEN USED 24" CONCRETE PIPE - L81J W. YD. CdVCREIE VARY B. LOCATION OF LETTERING MAY SECTION C-C SECTION D-D vArr BY MNAEACTUHE. ADD 0.469 CO.TD. PER I. USE ON GENIES ADJACENT TO CURB ADdrwNAL FOOT P DEPTH. GRATE DETAIL BH N TWITHOUT GUTTER BOTH SIDES TOO BE STMNETRIL& \VOaF STANDARD DROP INLET SPECIFICATION \voOT STANDARD CURB DROP INLET RECEICArwN REFERENCE REFERENCE ROAD AND EDGE STANDARDS ROAD AND BRIDGE STANDARDS FEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 SHEET I of 2 REVISIory DALE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' z3s p4gt VIRGINIA DEPARTMENT OF iRAYSPORTATION 3D2 104.09 09/10 VIRGNIA MEPeRTMENT OF TRPNSPoRTATICN 302 cc-D PB^ NOTE: WHEN A PEDESTRIAN ACCESS ROUE NO PROJECTION OF PIPE ABOVE GROUND LINE �- THE CROSS A ORfl1OIL. _ HE 2Z THE TH O SLOE . ff 2X FOR TOP OF FILL TOP P FILL TOP OF FILL A WDTx OF s NET. % A -STREET AwROAM SAE SURFACING GENERAL NOTES RADIUS TO BE AS I p Cl C� AS MIAMI ROADWAY OWED NOTE 31 GROUNp LINE x CRp11ND LINE x GROUND LINE x SHOWN WI PLANS) L M WHEN USED CONJUNCTION WITH STANDARD CG-3 - AS OR CG-J, THE CURB FACE ON THIS STANDARD IS TO - SIDWN ON PLANSBDJ ) ADJUSTED TO MATCH THE MOUNTABLE CURB - //J// /1i ///// [� LG-2 OR CG-8 CONFIGURATION. - IEE / Tr' - I Ar IN EARTH CIF BOOK OR / / EARTH 2 SEE STANDARD CC 12 FOR CURB RAMP DESIGN TO BE UNDIEUBO. � BEDDING D SDEWAK USED WITH THIS STANDARD, ` BEDDING �EWA% - M IJ I � _ MATERIAL IDTE 51 a I OPTDWE UNPAVED PACE ; MARLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 3N 1p. VL O n FILM LIE WW LINE (EXCEPT ANY SUBGRADE STABILIZATION MIN. 1/1O D WIN_ D } -- REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE % p % BDONG % D % WRONG EXPANSION N EMPMNON WITTED IN THE ENTRANCE.) MATERIAL YATEMAL DINT yPER I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER NR. W. MAISF2+ FOUNDATION SOFT, YIELDING, OR NOTE WIDTH 8 2T P- OR SE �w MANWE ROADWAY EE'XHCEPT" FORBREPLACE.ENT PPUED acoosEDS. THE R/w urvE NORMAL EARTH FOUNDATION ROCK FOUNDATION sIHDWN ON TYPICAL PCrMIN. A OTHERWISE UNSUITABLE MATERIAL PLAN VIEW ENTRANCE NOTES PIPE PROJECTION ABOVE GROUND LINE i WHEN THE QUIENTRANCE EN S DIIOr CANNOT ACCOMMODATE THE MIN. 1.5 w D MIN. LS a D MN. US . 0 IfL LS z D IME. IMEL_ 13 z p �- MUSE L5 r O TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK I= _ MANLINE ROADWAY SLOPE TRASFIC. THE DEPTH FOR 51pEW&H 6 CURB RAMPS STOP OF RL TP OF FLL TP OF FLL 10'PMMOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO l'.(SEE CG-13) EDGE OF PAVEMENT OR 8% MAX. D OPTIONAL FLOW LINE GRADE CHANGE ® - _ _ - - p 6. PLANS NEE TO INDICATE WHEN CONSTRUCTION OF A FLOW x x x _ _ (SEE FINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MANLINE ROADWAY NOTE JI _ THE ENTRANCE. D ]. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES - ji / �� .j - c • �(;t}f. - _ ///U///iii ////N/////_ GRADE CIVA'F "O' ARE FISTED IN THE ALLOWABLE ENTRANCE GRADER /'i:•::•W 0 CABLE. THESE VALUES ARE NOi MPLILABLE TO STREET / d GROUND C_ a ?_ :} GROUND = ///////// a ///////ii-GROUNI CONNECTIONS. _ LINE -LINE 5' 20'WMN FOR cDMMEHNClA1 STRANGE INTERSECTION NOTES- 8. WHEN CC-111S USED FOR STREET CONNECTIONS. THE - II b EARTH ® CONSTRUCT GRACE CHANGES Wrti A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH MN.i/10 R I I- UNTEIM. _ = IMF OF THAASTITEE VDOT ROAD DESIGN POLCY AND THE MLANUALEINCEEDINGM STOPPING MIN. 1/10 p X D % �RAT I OF IT % D X MIT VD D BEDDING SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. MIN. O".SOIL TRUMP G MATERIAL z`EMTH 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING of A "A' 24 MAC' FOUNDATION SOFT, YIELDING, OR PORTION OF GUTTER TO PROVIDE POSITIVE DRANAGE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ACROSS THE INTERSECTION. B BEDDING MATERIAL ACCORDANCE WITH FNBANO,IEXT ALLOWABLE ENTRANCE GRADE CHANGES ® SECTION of THE ROAD AND BRIDGE NOTES SPECIFICATIONS. R N RA N T N PIPE BEDDING Cuss FIT -I Tlj - CONGIffIE SECTION C-C ENTRANCE VOLUMED" GRADE CHANGE DESIRABLE MAXIMUM LIDOMORE THAN 1500 VPD MEWN 5001500 VPD <3X 6X LOW LE55 THAN 50p VINO 56X 8X 111 -------------------------' h7 ------------------------------ IF FF CLASSSEC7310NKFILL IN I REGULAR I TMNL ING'm SAND BE INSTALLATION FUNERAL T$ DORDANCE BRIDGE WITX 3p2 OFTTHEAROAD AN ADD Mm�ANCE W Tldl 302 QFBACKTILL STORM1I SEWERS NO EPE SPECIFICATIONS. ON SHEET 10].00. O FDIRECTLYR PLASTIC PIPE I FOR AU, OTHER PPE REGULAR BAC OEL MTEIMM IN ACCORDANCE WITH SECTION ]p2 OF THE WOAD CRWXfD GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AND BRIDE SPECIFICATIONS. SIZE REOUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE NOTE: ALLOWABLE ENTRANCE CRIME TABLE IS NOT SPECIFICATIONS. APPMAOE TO STREET CONNECTIONS _CIFICATION VDOT A A N IE CENTRAL CFFILE" SPECIFICATION :°ERENCE METHOD OF TREATMENT \VDOT \ INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE ROAC AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS spz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 vHEer 1 of a REVISION DATE I.IRI.. PIPE BEDDING AND BACKFILL METHOD M'H' I 3Di VRGNA DEPARTMENT OF TRA19gRTAl10N OJ/15 20306 10/.Ol OJ/19 I VRp%A DEPARTMENT P TRASIgNTATDN PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'oAS DIRECTED. MARKER LOCATION MAY BE SUBJECT l 1 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --- G d ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 1" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL TYPE 'K' - )FT COPPER NOTE NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE 36" MIN. 1/8 BEND COUPLING 0 Q) FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. �r FL t' PrIMPRESSION x 3/4' MALE PIPE COUPUNG PPROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY 2ESIDENTIAL SERVICE WHERE AN IRRIGATION 1ETER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE BOX \-BRICK AS CORPORATION STOP `NECESSARY SAND OR DUST UNDER MOOT SPEC. 203, NO. 57 BOX AND SETTER (2-INCH _ AGGREGATE MINIMUM THICKNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A o,P r0. 10 � CLINT W. y 0/7 S FFLET a A Lic. N 54300 QS v' 6 s zozz �� sueNip 00010-NAL•E./ G�.`: Z 0 v LLI 0 � 0 W W 5 Lu u u 2 2 E C d Lu Lu LU DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A uj V J Q IH �� O � >w u_ 0 J Q �w/�°z w Q `V/ 1 < NQw 0 0 � z U JOB NO. 48757 SHEET NO. C1.z Fc as �O $� 2z 00 o2 2 C is o E C, TO N D 0-0 oa DO zD 0. H D o� d0 IC nm TO m 0 N V TO D � £ 2 `l TO N = TO A. Ea 06 v p9l a Da o2 D D D a 2 TO a D o Ol 0D n8 0 v= L �E c 0 T TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE _ TMP 56-35G s W NAIL — 6-W, ROD MORBECK TRUST SET \ FND. DB 5117-193; DB 3524-59 (PLAT) INV=677.41 n ZONED: Rl RESIDENTIAL N85°00 00 E EOP IL \ APPROX LOCATION OF UFO— — — — — — _ va EX. WATERLINE / /------- - At OHP OH — — — — — — — — — — — — — — _ — \ I I / UFO OHP / �j U TY I 0 — — — ' — — INV=6�6 Bb I� \ FND. STREET NAME SIGN / / i i y OHP— — 689 / / 0 / Z REMOVE UTILITIES SERVING // i / 6-- i �\ \ ` \ off I / / / / EXISTING BUILDINGS (TYP.) _ _ _ — / , , .67 \ I / I i / y _ \ \ \ \ \ \ \ NAIL rylrl. JSET \ 240 ROUTE MARKER SIGN j / �' i-- `\ ���-\`� \\ \�\ ��\\\\ C7 1 \ I TMP 56-32 NAIL_ \ t I I II I YOSEF LC//�/ i - ' - _ - J \ \ \ \ ` �\ `\ \ SET I \III III\III\I DB2045-14 ��A /•�f/ � /_- \ \ �I I III ' 2.14 ACRES // �/ �� / /� 3- \ \ • \ \ I \I I 1I I I I EMOV NED: H!oHWAYCOMMERCIAL' APPROX. LOCATION OF iI I II1 I\III \I I S�ED I w EX WATERLINE I 1 Jill P 56-16 IS, CELESTE. 1282-134 1 RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE RM/ —6"W----- "W--- 6" W NAIL SET 140.57' N89°59'30"E 6" W 6" W 200.80' EXISTING BOUNDARY LINE 6••yy_-- \ I 1 REMOVE - - _ _ \ m I I I11 I I II REMOVE 1 STORY / REMOVE ' ' ,6i � \ , ` - \ \ \ 4' \\ I I / - . o I 1 1 1� ROD �' • / REMAINS OF \ \ a \ \ SET WOOD PORCH S A I FRAME / / / BUILDING / �' ' F.F.=679.5 / �. PARCEL 2 I\\ \ \ RETAINING // / / J ` >. 690 ACRES Oo � I I \ \ \ \ I• / // � I 1 1 I I I I //• \ p-4 w e \\ \\\ REMOVE D 0 �+ \ \ EXISTING BOUNDARY / JJ \ \ MANAGED SLOPES (TYP.) 2#STORY / C m N I \ I \ / / LINE TO BE VACATED // II W m \\ 1 1\\I \\ _ - - FRAME r - - -' _ ' r ��I I 1 \\\ \\ --- F.F.=682.2 - ------ — — — J N C NM I REMOV----------- — — REMOVE C:)I I \\ \\\I\ \I / _ - REN10V �' #5688 TMP — — — — _ #5688- / DECK REMOV EC - _ 1 STORY YOS ADOPT HIGHWAY SIGN `/ l/ l \ \ FRAME p 6 A 1 MOVE F.F.=669.2 ZONED: HIG i _ _ RETAINING -'�' WALL (/ ` �11Sq I \ o \ \ \ \ RELOCATE _ _ / S /' - �'66// // ////1 /ro 1 \ \ w I \ C / \ LIFT STATION CONTROL REMV y y Ci / I I l I I I 1 I / I \ / // // • II o PANEL AND ALARM _ — _GRE,gS€-i D,SLOPES (TYP.) NAIL �ddvddddddddddd�r����������r������d�d�d�d�����������d�d�d�d�d�d��► r - jirREMOVE HEADW llOP SIGN ��SET •-���7��ddddddd�����►�d�d�d�d�ddddddddAddddddd��- �. '- - •OR PIPE 11 GRATE IN ( --If ---_-- EOP AT SIGNAL PO - m ELEV=6 . TOP=667.17 II 668 ROCKFISH GAP TPKE COR ESPONDING UTILITIES).- FL=663.b0- '� RETURN TO OWNER. / WAYFINDING SIGN \ ' U.S. ROUTE 250 I REMOVE CURB (TYP.) VAf�IABLE WIDTH R/W I I II I I I I I II �I I �I 001 III II II II I I STORM CULVERT II II II II II II INV=651.63 U I I ' I I / II/ I I III III III �u I II 1 I II II II 11 STORM CULVERT II II II II II II INV=654.14 U SCALE 1"=20' 0 20' 40' NAIL APPROX. LO SET (2) EX MAILE PROTECTIN TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLA ZONED: RI RESIDENTIAL I LEGEND: CLEAR AND GRUB ® REMOVE ASPHALT REMOVE CONCRETE - - - SAW CUT ,'Y ��pLT H pF yr �^ CLINT W. '1Z �.. S F LET > A Lie. N 543119 Qr :FQ 6-8-2022 4.3 % Q AO� '0''. M E 0, N VI N C > E a E w W w O K W 00 ¢� U co Z o _j — vi O N d U W w� a 3o�a U) N LL Qcn Lu ❑ tiff �v V > `O O W W p N ; Lu >j mH US o? d R m 0 x (f)U) C9 H w Lu F h a ❑ o0 z 0 Ix Z) 0 CL OC DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' O Lu I --I J Q Oz 0 > Mom/ LL W J =) U) w°z Lu U v, w O Q Lu w Ly N m Oa0 oC p U (U V z H� X W JOB NO. 48757 SHEET NO. C2.0 6 m N 3 a 0O X 20 n2 0 c m —6 E o �N aC 0 Oc � w C7 0 Z Ol O E X 69 0 L n w c m w o N 'Ti 2 � h m 0 m o E c 0 m 06 m M 0a 0 m C m o 2 m N m o C U N 5E h0 _ E L TC EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A 3-STORY SELF-STROAGE BUILDING AND PARKING LOT WITH ASSOCIATED UTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING ARE 1.84 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY CROZET AVENUE ON THE WEST, BROWNSVILLE ROAD ON THE NORTH AND EAST, AND ROCKFISH GAP TURNPIKE TO THE SOUTH. EXISTING SITE CONDITIONS THE EXISTING SITE CONSISTS OF TWO HOUSES AND A GAS STATION WITH A DRIVEWAYS ON BROWNSVILLE ROAD AND ROCKFISH GAP TURNPIKE. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED. ANY OFF -SITE LAND -DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT SHALL HAVE AN APPROVED ESC PLAN. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH BLANKET MATTING. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09, 3.11 & 3.12 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 6. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. MULCHING - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE, TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE AND TO FOSTER THE GROWTH OF VEGETATION. 5. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.2) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. INSTALL INLET PROTECTION. MAINTAIN EXISTING PAVED ACCESS FOR PARCEL TMP 58A2-20A DURING CONSTRUCTION. 3. INSTALL PROPOSED STRUCTURES 100 & 102 AND PIPE 101. INSTALL INLET PROTECTION ON STRUCTURE 101. 4. CLEAR AND GRADE SEDIMENT BASIN; KEEP PERMANENT ORIFICES PLUGGED WHILE SEDIMENT BASIN IS IN USE. INSTALL DIVERSION DIKES. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.3) 1. BEGIN ROUGH GRADING OF PROJECT AREA. 2. BEGIN EXCAVATION OF BUILDING BASEMENT AND INSTALLATION OF BUILDING SLAB. ADJUST DIVERSION DIKES AS NECESSARY TO AVOID CONFLICT WITH BUILDING SLAB CONSTRUCTION. 3. BASEMENT DEWATERING OPERATION SHALL PUMP TO "DIRTBAG" SEDIMENT FILTRATION DEVICE OR APPROVED EQUAL. 4. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE III (SEE SHEET C3.4) 1. CONTINUE BUILDING CONSTRUCTION. INSTALL PIPES AND INLETS, ROAD, PARKING LOT, AND REMAINING SITE FEATURES. 2. INSTALL INLET PROTECTION WHERE SHOWN ON THE PHASE III EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 3. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 4. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 5. REMOVE CONSTRUCTION ENTRANCE PRIOR TO INSTALLATION OF PROPOSED DRIVEWAY. MAINTAIN PAVED ACCESS FOR PARCEL TMP 58A2-20A DURING CONSTRUCTION. 6. ONCE THE CONTRIBUTING DRAINAGE AREA TO SEDIMENT BASIN HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE ESC INSPECTOR, REMOVE ANY ACCUMULATED SEDIMENT FROM SEDIMENT TRAP AND CONVERT TO APPROVED PERMANENT SWM FACILITY. PLUG TEMPORARY ORIFICE IN RISER STRUCTURE THAT IS USED FOR SEDIMENT BASIN AND OPEN PERMANENT ORIFICES. 7. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED 50 THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLJNG TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS- 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. Lei gENqCL1i0A[YU](rLI_1iJIr]&*IgQI11g0I1WON ll[1rll\0IQl:65 ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: INFORMATION FROM NRCS & USDA SOIL SURVEY. AREAS DELINEATED ON C3.2. 7B - BRADDOCK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, WELL DRAINED, HYDROLOGIC SOIL GROUP B. Sed anent Basin Design MM. r W V KLwlr T LNr11fM ge Area f acres) 1.84 OE5'GN NIGr7 WATER Volumes: fas..m srcxu ¢rr.) Elevation fft) Contour Area (s f) Volume (cy) V I 064 213 oe 5 398 11.3 _ T oeP• eB3 19.0 • orrr • zmParr oe•7 880 28.6 wn sm uol l 0e.8 1161 37.8 008.6 1342 27.8 W89 1458 20.8 SialLllr CLWI POW U wET STOIWCE "UwCED TO 670 1976 (as 870.5 2251 39.1 248.8 Wet Storage Wet Storage Required (cy) (67'13A) 123,3 Devatering Orifice Elevation (it) am.0 Wet StorageProrided at this Elevation (cy 125.1 Available Volume Before Cleancut (cy) (34•Dt 626 Clesnout Elevation ift) 887.5 Distance ftorn Cleanout to Orifice (ft) (> 11 1.5 Dry Storage: Dry Storage Required (cy) (67 DA) 123,3 Riser Crest Elevation (ft) 670.5 Dry Storage Provided at this Elevation (cy} 1237 DiartmAerofDevatering Or'Ifice fin) 4.0 Diameter of Fled ble Tubing (in) (Orifice+2") 6.0 Runoff. C (Use 0.45for Bare Earth) 0.45 To ( min) 5 12yr 3.68 Qp2yr 30 1 25yr 6.84 Q 25yr 5.7 nciple S pil Away: ailable Head (ft) meter Riser (in) meter Trash Rack (in) nel Length (ft) meter of Barrel (in) nel Inv. In Elevation (ft) Dees ign High Water I Top of Dam (ft) Top W idth of Dam 4 _ Bottom of Bas in (t) i Ups tream Face S lope: Dcwnstream Face Slope: Baffles: Length of F law, L Ift) Effective W idth, Nie ;ft) Li We (Baffles required if<2) _ Collars: Depth of W ater at Spillway Crest (it) Slope of Upstream Face(ZA) Slope of Barrel (Sb) Length of Bartel in Saturated Zone fLs ) Number Collars Required Dimension of Collars FUSER CREST o<�.r".rsf1bre No ,n , MUJWN 0.5 Emergency Spillway: 36 Bottom Width (ft) _ 54 Slope of Exit Channel (Wft) _ 90.82 Length of Exit Channel (ft) 18 Crest of Spillway (ft) e71. f 05265 Note The drainage areato this facility is less than 3aaes (threshold for sediment basin). The entire 25-year flow can befsoilitstedthrolghthe principle spillway (3E Riser)with1.Fofavailablefeeboerdtotopofdam.Emergencyspilwayprouded I ,'Y ��pLT H pF yr �^ CLINT W. '1Z �2 S F LET > • .4 r Lie. N 543s9 ACC :Fp 6-8-2022 Kv�� M E O N U N C ¢ o > E w o E W ¢ iL j L a<j UCO w J - M 5! W N am, v �x 3 J � a 9deCn vLL oQ � V° LD C � a, O N M v W J o w mH m 0 0 x LD x w w_ 2 U a z 0 0 0 am O oc z 0 a U fn W z 0 U) w EY Lu ra DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A U) J I --I Q W 0 0 a v I /W � V 0 Paz 0 z J ,� V^ 1 > LL Jzz W°0 (n J U wiz N m w J 0 a LL ~� U ��0 V/ 0 z Q z 0 I--4 U) 0 W W L SB1 SEDIMENT BASIN #1 No Scale 3.14 H JOB NO. 48757 SHEET NO. C3.0 M SLOPES EXCEED 2%,CHANNEL SHALNL BELSTABILIZED WITH NUT N o #tier �h � BERMUDAGRASS, IN ACCORDANCE WITH DEQ EROSION & SEDIMENT CONTROL y L�l 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE SPECIFICATIONS 3.17 AND 3.32. 70' MIN. �� ALONG THE LINE OF STAKES. 5:1 PAVEMENT q •CLINT W. y LlEl I I Ll Ll Ll Ll ' % COMPACTED SOIL CWD TO HAVE VDOTEXISTING STANDARD EC 3-1 wee 0 :V/7`S FFLET >� / �- / / % - i MATTING I I 18" MIN. I I I I SIDE 6"M FILTER q MOUNTABLE BERM CLOTH LIC. N 54380 4 1L'�i �y STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION i �� i ( ( ( ( ( ( FLOW (OPTIONAL) SIDE ELEVATION P.O.Z 6 8 2022 �v • GALVANIZED FENCE 3TEDEL,OPOSTS IRON OR(THIC PVC PLASTIC)THERED OATDLEAST FLOW 4, EXISTING GROUND �ia.,.ONAL /;,,,BiR� IIIIIINIIIIIIINIIIIINIIIIIIIIIIIIIINIIIIIII� NIIIIIIINIIIII •♦��g�• 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE 70' MIN. GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. WASOHKkOM CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE 4.5' MIN. B OPT FENCE AS A TREE PROTECTION FENCE. E TP NO SCALE 3 38 DD CWD 3.09-1 EXISTING 12' MIN. PAVEMENT ° o Q o /Illi milli 5 �' FLOW - VDOT#1 COARSE AGGREGATE B DRAINAGE TO * MUST EXTEND FULL WIDTH OF SEDIMENT INGRESS AND EGRESS OPERATION > E _ Q 3 TREE PROTECTION TEMPORARY DIVERSION DIKE No Scale No Scale TRAPPING DEVICE U. o TABLE 3.31-B -1 SHEET FLOW INSTALLATION PLAN VIEW �w O m cc i n ¢ � u � Z SEDIMENT& PERIMETER CONTROL(PERSPECTIVE VIEW) ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS w - O DIRTBAG "QUICK REFERENCE FOR ALL REGIONS" 12' MIN. > oo N 3" MIN. N X Z H 1 1 1 I I t' 3' PLANTING DATES SPECIES RATE (LBS./ACRE) =IIIIIFIIFI=1 - 3" MIN. 5 o x („) m FLOW MAX. FILTER CLOTH SECTION A -A �d cd ai LL W o A B A SEPT. 1 -FEB. 15 OFEGRASS U) X>� \\\ / ANNUALORYIX _O 2 2 y Retains the fines the \ (LOLIUM MULTI-FLORUM) 6 7 ~ ¢ silt, sand and whlie allowing -F filtered water to drain out into the drainage system. \ �G���by/ 50-100 o ry LU o 0 .� CEREAL (WINTER) RYE �; a M U U Protect the environment effectively and economically with Dinbagg l II (SECALE CEREALS) o w 2 2 Collect sand, silt and fines. Avoid silting streams, surrounding prop- POINTS A SHOULD BE HIGHER THAN POINT B. Z]l O O _ erty and storm sewers. As more and more emphasis is put on saving our wetlands, regulations are becoming more stringent regarding the -' FEB. 16 - APR. 30 ANNUAL RYEGRA$$ 60-100 REINFORCED CONCRETE DRAIN SPACE O pumping of dirty water from holes around construction sites -such as foundations, pipe line construction, repairing municipal watertsewer DRAINAGEWAY INSTALLATION (LOLIUM MULTI-FLORUM) SECTION B-B W W lines, marine construction, utility, highwayand site development areas. ACF can make custom Dirtbags' to suit your needs. We can producethe size, dimension, or use the fabric weight you request. p � y 9 (FRONT ELEVATION) SF 3.05-2 MAY 1 -AUG. 31 GERMAN MILLET 50 PS 3.31 ITALICA) O O CE 3.02 O O (] w C1 w ($ETARIA In Use Recommendations LU SILT FENCE (W/O WIRE SUPPORT) TEMPORARY SEEDING PLANT MATERIALS STONE CONSTRUCTION ENTRANCE ACF Environmental manufactures Dirtbag' using a variety°fwDeen - -_ 0 and nonwoven geotextile fabrics. The fabric properties on the - _ Of No NO Scale No Scale NO Scale Specifications page affirm the strength of Dirtbag' and area -,011111 ar- result of tests conducted at on -site laboratories at the geotexble fac- 5- F tory. All test methods are ASTM or industry standards. O W N N Each standard Dirtbag®has a fill spout large enough to accommo- date a 4" discharge hose. Straps are attached to secure the hose and from being filtered. LU = W a ti O prevent pumped water escaping without ❑❑❑. ■.■ U O Strap the neck of Dirtbag® tightly to the discharge hose. To increase the elfidencyoffilbation,place - El v ❑0��� �� TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO ¢ z O O O the bag ones aggregate or hay bale bed to nsodmae winter❑ flow through the surface area of the bag. ��� 110 ��� TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. U) DATE TOTAL LBS. PER ACRE POSTS. Iefl--.4 Dirtbag® is full when it no longer can efficiently filter sediment or pass water at a reasonable rate. Flow rates will vary depending on " MINIMUM CARE LAWN Il�pp 5 _ INS MAX � 2/2/2022 the size of Dirtbag®, the type and amount of sediment discharged' ' _ -; COMMERCIAL OR RESIDENTIAL 175-200 LBS. j- / O } DRAWN BY into Dirtbag, the type of ground, rock or other substance under the -..,. -... _ bag. Dirtbag° flow' ' ,U y �n KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% l t O Under most circumstances will accommodate rates of75Dgalions per minute. Use of excessive flow ratesor overillin Dirtba ® with sediment will cause ru tures of the bags ••-- g g p g failure the hose attachment straps. Dirtbag must be monitored r-_ '" - IMPROVED PERENNIAL RYEGRA$S 0-5% KENTUCKY BLUEGRASS 0-5% _ l - J/�� O:: / -� I -III: / - - K. FLYNN during use. u GENERAL SLOPE (3:1 OR LESS) / FLOW OI III-' ' ITI-III _ _ I-III=III='� • DESIGNED BY In re information about sediment Perimeter control, contart Insine sales at SDffW.3PF36. KENTUCKY 31 FESCUE 128 LBSFor _ 11-III-III. -III=111r 4 C. SNIFFLE,, PERSPECTIVE VIEW RED TOP GRASS 2 LBS. • SEASONAL NURSE CROP ` 20 LBS. • CHECKED BY =`' 150 LBS. LOW SLOPE THAN 3:1) C. SHIFFLETT 1 ' 1 �� -MAINTENANCE (STEEPER : a �- ''`"' <k ` SEE SLOPE STABILIZATION SEED MIX 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE • 1.0 Description 3.0 eorntruction Sequence .�.:--.,« - °� � THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. SCALE 1.1 This work shall mnsis[offurrdshbg.pladngand 3.t.1 To install Dirtbagxonaslope soincoming water ° THE TRENCH. • NIA removing Dirtbag® pumped sediment mnlrol device flows downhill through Dirtbag• without creating- Strap the Dirtbag® asdirectedbythedesignengmeroressMwnm moreemoon. neck of tightly __ • the contract drawings Dirflags pumped -silt to the discharge nose. To increase the efficiency Fq�thGtA r$�:N control system is marketed by of 6lt aeon place the bag on an aggregate or le bed to maximize water flow through g /� ACPE t . suuracearea ofthe bag. USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES '- _ / / IIF Rim dYg - 23234 313 Dutbag is full when i[nolongertaneffclen[ly Phone:8oa-04&3636. Fax: 8w-]43-rim filar sediment or allow water to pass at a reason I: =� YVIREt' AS STATED BELOW: FEBRUARY 16TH THROUGH APRILANNUAL RYE , l t - FLOW / - wwwzdenvimnmental.<om able rate. Flow rates will Vary depending on the a FABRIC '' .................................. ' � �e oFDOma the g', type sediment 2.0 Materials discharged into Dirtbag®, the type of ground, rock ;"; LINE POST �;;, e GROUND LINE MAY 1ST THROUGH AUGUST 15TH.. FOXTAIL MILLET """"""""""""" _- - - - - ,_ ICI=1r Fi brother substance under the bag and the degree 6' CONVENTIONAL 10 METAL(T)OR 'V1 '\ AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE Lt alrtbag° ofthesiope on which the bag lies. Undermost dratman nces Dirtbag" will accommodate Flow MAX. MAX 5' MIN. (U) POSTS BRACING CONCRETE FOOTING NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE CL 2.1.1 Dirtbaga shall be manufactured using a posypnD- nine of750 gallons per minute. Useofexodaeae pylene nonwoven geotex[Be sewn intoa bagvxiba fiaamFes or over l[IN Dirtbag°with sediment double needle matching using a nigh sti-mgmthrmlt eI cad e'hebbagm rupture or failure of the hose PERSPECTIVE VIEW PERSPECTIVE VIEW gAF PLASTIC FENCE METAL FENCE O "SUBSTITUTE $ERICEA LESPEDEZA FOR CROWNVETCH EAST OF LU C)3.10 2.1.2 Each standard Dismays D FARMVILLE, VA MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL ( EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. enough to accommodate a a"discharge broad, Straps *bl,cebemonaored during use. are attached to secure the hose and OTHER PERIODS, USE UNHULLED $ERICEA). IF FLATPEA IS USED IN LIEU 0 icroFn[pnryrtl water from escaping without being Micron. 3d.3 Disposal oirtbag=as my engineer SAFETY FENCE OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED FILTER FABRIC be cut open pe:and If intends seeded em vDgvisi and the L1.3 Dirtbage seams shall have an averagewkiewldth contents Beetled after removing visible fabric MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE z NO .Scale strength per ASTM D-4884asfonove, Dttb g'- tong grit belftedwth option ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER at straps if tmust b hauled away. Off -site ins Dirtbag"style Teat Method TewMoLipd p may be fa�litatedbypl gDidbag'Inthe D oil 55 ASTM D-4884 1o06shn back f dump t k founded prior t use and SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. III -III WRE_ III=III �I II III -I �I= ill _ Q -.., ,. alkrvirg the water to drain from the bag while in Pro Test Method units Te Read'place,_ICI-I PropertyTest[haebythe need[ rfr Dirbag°. g Weight ASTMD4632 �IgI"7 (( l r III II II -III -III � Grab Tensile ASTM D-4833 Ibs. a0 stasis aF Payment STONE Or �,M1Nt`. CONSTRUCTION II' T$ 3.32 SSF 3.05-1 Uj 1 1 1 L.LI 110 Puncture ASTM D-4833 lbs. 110 k3 1 Flow Rate ASTM D-0491 gaunlmttt' 115 6.1 ThepaymentPoo benrtdedinused duringof Permittivity ASTMD-0491 sec• construction 'smbendudeanmebid ACCESS I .}+4 ASPF1Al111�TD•� l ICOUR.Spp 1 a r.r v c°ntmi plan unlessa unit 35 essaunit Mullen Burst ASTMD4355 lbs. "` 350 tl requested. UV Resistant ASTMD-0355 % ]o price- q tetl J { "! ; PAVFM O �� 2%'rn .1rN7 PERMANENT SEEDING MIX FOR PIEDMONT AREA SILT FENCE (WITH WIRE SUPPORT) � AOS%Reta hed ASTM D-4]51 USSeve 80 .: 'y'"'• ` ` s NO Scale NO Scale ACFE ental snot liable for failures or All properties are Minimum Average Roll Value (MARV) except the m sue mthe Dirtbag --- Q weightefthe fabic which sgiven fonrdmn,atoo only Depending on soil conditions and filt2ton re,ui.r6 additional geotevtle options are available. Please call our engineering staff for mlutons -..• h : �)l r ♦i( (j�(�� �` {p������ry l .fifl`M111• 21 At AGGRfGAT..E lASIE-) ~l' O ILj 1 J V �_ _PROF-1 SIMILAR PRODUCTS IN THIS FAMILY: Ij BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER /n \/ J PWDIJU AGF11GRAVEL � 170l t LItN CURB INLET SEDIMENT FILTER �i STONE \��- 80 44e3636 I� ❑a adenvironmental Com I� kl- CONSTRUCTION AStq'&AT PAM ACCESS -- �,l:-[,' I ,, �, ACKI , _ �JM R€ B ETE BLOCK J Uj (� �- ".M. I O O U)w U �� 2% F .. l 127L(. � ,I �PA` l 1 ",.l Q f21 fMIN;� Lu m z Q Lu �ROSITIVE O. 'r, 1 E] "MUST EXTEND FULL WIDTH] I' ' �� O `Id, SEDIMENTS OF INGRESS AND EGRESS I j WRNG _��IO�� OPERATION , -- - -- - Q .r U 12" AVEG� RLTERR LI*.I uuraol E..: ....7 GRAVEL FILTER RUNOFF WATER WIRE MESH WIRE FILTERED WATER SCREEN WATERED 12 h VM}-'i POSITVE DRAINAGE ,,, "'>'a'", OVERFLOW Q TO SEDIMENT z% '.� RUNOFF :::a:leeeee TRAMPING DEVICE !', WATER WITH SEDIMENT < FF ,• DROP SECTION A -A SEDIMENT °'' ^'INLET CONCRETE O _ O SEDIMENT - WITH O A minbutun water tap of 1 inch mint tlint be ntstallewith a inimi urt 1 utch ballcock CURB INLET GUTTER 12 GATE I� shutoff Valve suppling a wash hose with a diameter of 1.5 niches for adequate GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. constant pressure. Wash water nnlst be carved away host the entrance to art O approved settlius area to remove sediment. All sednient shall be reverted firorn PP p SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN enteritlg stomt drains, ditc4e$,:9IJ Watercoluses. OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT AROUND THE STRUCTURE. W PAVED WASH RACK CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO •GRAVEL SHALL BE VDOT # 3, #357 OR #5 COARSE AGGREGATE. CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND JOB NO. PWR No SCA_t_ UNPROTECTED AREAS. IP 3.07- 6 IP 3.07- 3 48757 PAVED WASH RACK STORMWATER INLET PROTECTION STORM DRAIN INLET PROTECTION SHEET NO. C3.1 No Scale No Scale No Scale 0 so N CD 0 ed @ N N 0 a 0 a a ro 0 a N N 3 N 0 as N to 73 c a o_ �O �z a0 0 c E-6 c N to a0 0 O c lY N t7 rn n O m � n F m o$ tit ca 6 � to Yf0- 0 N NC O_ 0, W c to 8 E� c 0 a m dv 10 a o e dl dl m a to a ° o c 0 m as m 0 v 0 E L TMP 56-32A TMP 56-32C I HAYDEN, KAREN FRETWELL, JAMES G. & MEGAN ' I DB 5117-193; DB 3524-59 (PLAT) DB 5235-263 , ZONED: Rl RESIDENTIAL DB 1509 PG 126 (PLA7) ZONED: RI RESIDENTIAL ' APPROX LOCATION OF BROWNSVILLE RD , EXIST. 6"WATERLINE 30'PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) EXISTING 30 PRESCRIPT E — LIMITS OF DISTURBANCE: 1.84 AC. / — BOUNDARYLINE TMP 56-35G o�% E —6"W---- w---6.,w---6„w— 6„w-----6 W-- N — — 6" W ' =� �` MORBECK TRUST N c —T1 � \ 74DBZO 19 RDRESIDENTIALA� w v E _ INV=677.41 - EOP I I \ " /LIJv 3 \ — — — — — APPROX. LOCATION OF � o O/--UFO—----- -r\\ \E .WATERLINE/ allL— uMo ZJ OHP OH --- ----- - - - - -- O CHIP 5orvm OHP WN aO- OHP / STREET NA SIGN /i / i i'' UFO CHIP / - - _ _ - _ _ / OH /' _ - _ INV=6'I6�61' �� � � \ Q?' OJ L w > `° O W W OHcn Lu > Be 240 ROUTE MARKE SIGN 6 32 I\ 111111 YO LC 1111\111111I Q ' �1141A 14 �111 \1 1 11\\ \\I TS DC ED: H�HWAYC MERCIA(.' . ' / / \ \ - \ \ ` \ \ ` \\ o? a a 1 11 l \ WOOD SIDEWALK / / / / - \ \ \ \ - \ O O APPROX. LOCATION OF 1 \ SHED - - - _ - - 1 \ / / / / �67r \ \ \ \ k, \ W W EX WATERLINE �\ \ '\ \\ \ - 73 Lu LLJ m 11 1 11 1 STORY REMAINS OF \ \ _ \ \ �-' ` \ 1 / APPROX. LOCAT WOOD PORCH SIDEWAL I FRAME / / ' ' / / / _ \ ` \ ` _ 1 I ¢ \ \ / 2) EX MAILBOX ❑ ry rN \ / BUILDING I ( w F.F.=679.5 DRAINAGE L/11VIDE TO / / /' ` / I 1 I ' I I \ = a rn RETAINING SEDIMEW BASIN #1, / / / / 00 WALL 2.00 ACI THIS PHASE / / ( o I / ' / \ I 1 1 I I I I ' // \ ' Z ❑ 0 0 O AJ ° \ \v\ / EXISTING BOUNDARY / / / / I I I I SI / 0 g \ y \ \ 5717 / / / 1 MANAGED SLOPES YP. # / � I PRO IDE AFE FEN E I ir) DATE � \ \ ) 2 STORY � vV / LINE TO BE VACATED I D D - _ - _ / 1 I Y P56-16 W ,� fll V \ 1\\\\\ \ - �- - _ FRAME I <v� // // T II r / /_ / — �7� — // 1 I 1 ARQUNDSED14ENT I I / 2/2/2022 Pmom / 1 I WIT WA NINGISIGN, 1 > r �I 1 \ \ \\\ ---- _---- F.F.=682.2 = _ — — f-6 /L.5 - / //1 1 1 1 1 BASIN 1 I l }O IS, CELESTE. I 1 \ \ — J I / / / / I I I / / DRAWN BY 1282-134 Cim> \\\ \\ _----_--_-----=_e-_,' / 67- 1 RESIDENTIAL flll 1 \ \\ 1 \ \ \ \ _ - - — — — — SO L \ S��i /� �67 I // - K. FLYNN TMP -32 # \ I1.5� / #5688 YOS C 5688 r, / ! I DESIGNED BY ADOPTAHIGHWAYSIGN I/l1 \ \\ DECK EC FRAME D820 5-14 FRAME / �/ 7 671.5� / / // II / 1 STORY 1 STORY 7B �_ -i �/ / / / ' I • 0.45 A RES 0 F.F. =669.4 _ - ' i / / >' / C. SHIFFLETT F.F.=669.2 , - / / 1 • 1 \ _ ZONED: HIG WAY CO , - I � / • CHECKED BY RETAINING ag DAVID JAMES HARR JR.WALL TMP 56-34 I LIFT STATI CONTROL - _ - / - - // \\ - _ E WALK /' _ _ _ \ \ ' \� / / /, 1 - DB 4802-81; DB 2962-712 (PLA : • C. SHIFFLETT \ \\ \ COVERED AREA DD © / / / N I I I \\ /l ZONED: Rl RESIDENTIAL SCALE \ \ PANEL D ALARM _ GREAS€'i / / / 3' 1' \ I / / I \\ '----------ANA DAOPES(TYP.) / �� vI I 1 I \ 4f / //� I - I • 1"=20' \ I ♦ \\ _ _ _ _ _ _ _ _ - - - - - -' . - (,; COVERED GAS PUMPS / / / \ —\ / \ 0. / I ` \ • ago \ I TELIFT G'E \ \\ \ \ SF TATION INV=656.9�/ / IP _ / / \ \ _ ` _ _ \ _ / STOP SIGN _ `_ _ _ \— - - - \ W/HEAQVkt / \ _ _ / / _ I --I —JSIF -1z"w— 1z"w SF — 1rw —_ \ `—/��\ II-_�2ri�-665--_ '-- \--\ - =� \\ _- ` UGTr — W \ IP ---u _ ry —u r - G - Ip rr ,y`�' ��' lrw— �\ \`\ GRATEINL / - -EOP - - -- 70— — — — ©_--571------/ \\ ---- \ TOP=667.17 I �a j\ ROCKFISH GAP TPKE — — \ \ FL =663 fi0- 'I I1 / WAYFINDING SIGN �� \ \ — U.S. ROUTE 250 II STONE WEIR (SEE ' I it VARIABLE WIDTH R/W II VESCH STANDARDS II / II II dl I CLASS 1 RIPRAP 0 W J II �11 L=12' V 0 �ii W=21' D 3' EROSION CONTROL LEGEND Q wII 11 = L1111111 LIMITS OF CLEARING AND GRADING it �T�RM C'JLVER� I I STORM CULVERT , ^ > O 11 SEDIMENT BASIN #1 II r 11 SOIL AREA DIVIDELL I I I I (SEE SHEET C3 0 FOR DETAIL) ~ Z 7 2.00 AC. MAX. DRAINAGE AREA SAF SAF SAFETY FENCE 3.01 J O z II II Ill INV=651.63 U INV=654.14 U TOTAL STORAGE REQUIRED: 246.6 CY �W/� U W TOTAL STORAGE PROVIDED: 248.8 CY V / J C o BOTTOM ELEV. = 664.0 CE 0X)MA � 0 CONSTRUCTION ENTRANCE 3.02 c F� TOP OF DAM ELEV = 672.5 < Q n SF X v X SILT FENCE 3.05 ^' m W O a � u a SSF �O�Y SUPER SILT FENCE 3.05 �/ Q IP ® U Z o INLET PROTECTION 3.07 i DD DIVERSION DIKE 3.09 z 0 L ST ~ SEDIMENT TRAP 3.13 0 n TS TEMPORARY SEEDING 3.31 C W PS PERMANENT SEEDING 3.32 `n (h a Q MU MULCHING 3.35 Z MU TREE PROTECTION 3.38 d JOB NO. SCALE V=20' DC DUST CONTROL 3.39 48757 3 0 20' 40' SHEET NO. n * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3.2 n �jF yr �^ CLINT W. '1Z �2 S F LET > • A Lie. No. 54399 0C� :FQ 6-8-2022 �v�� sponz S�oA AL ��;';�`'. c a m C m m O m 0 3 a 0O X 20 �N mo a2 6 c m w E INS a- O o Z Z„ o69 X FT N L 0 �L n w c 2 y O in X C N O_ L MN m 0 E c 0 m 06 M '0 a 0 m c m O 2 m m o C U m 5E m aDi _ E L ` ••'Y ��pLT H pF yr • .n i �j CLINT W. •u�75 F LET >� • A Lie. N 54399 r0r� :FQ,A 6-8-2022 / sr004010iiit'kNG •• LIMITS OF DISTURBANCE: 1.84 AC. / M E TMP 56-35G op $ vv_ ` MORBECK TRUST N c DB 5117-193; DB 3524-59 (PLA7 j E _ INV=677.41 ZONED: RI RESIDENTIAL W v E I♦ I EOP I \ / LU v 3 \ — — — — — APPROX LOCATION OF � o --UFo-- A1111111111111----'---_ III EX WATERLINE O UFO— -I,[3 OH OHP / OHP OHP - - - - - - - - - - - - - - - \ I I C \ / H o vi UFOOHP—OHP DRAI AGE DI IDE TO�_ _ _ - _ _ _ _ - ul `� PLua ASIN 91, / '- _ _ - \ STREET NAME SIGN / % P — UFO - - - - - - - _ _ ' mpg / ' ' / / OH_ 1.83 A . T IS PHASE . qa j LL Lu dcr INV=6'16,61' �� , l \ 3 O X cOl) LD OH 1 1 111 i _ \ ` -8r. > Be Be 240 ROUTE MARKER SIGN '6 �11111\111111\11� TS / ,/ .' �// ,i' i 3 `� vi W W DC APPROX. LOCATION OF 1 1 \ 1 , , ,' , �6�r ' — _ \ k EX. WATERLINE W W m II 11 1 1 APPROX LOCA T (2) EX. MAILBOX ❑ rV N Lu I I \ \ \\ \ I — — _ _ / / ' / / APPROXIMATE ' DEWATERING STRUCTURE / \ , I q l I / = a 1 \ \\\\ \ \ \\ J ' / EXT�`NTS OF /� / I I 1 WITP WARNINY SIGNS II / 9 \ ' a ❑ 0 0 00 (n O I - _ _ - �BLLIL-0ING SLAB / / , , SHALL CONSIST OF "DIRTBAG" p DEW ��\\ \\\\ / `�__' / / \ I BASEMENT � "q \ \j \ \ NAGED SLOPES ( YP.) / / / / I I / i I I / ARQUND�SEDI�IIENT 1 o C 4 N I � \ \ � �CCAVATION�' / — SEDIMENT FILTRATION SYSTEM i \ \ \ \\ \ —I _ I / / / I /j , _ D — —63iR / ' 1 I i I BASIN ' I 1 I I / //I 5 DATE —1 O \ \ \ \ / / I / APPROVED EQUPi , 1 I I I I / 1 > p7 f1l 1 \ - _ _ _ - r / / 1 I / / / , I 1 I 1 I I I' / / I _ I � 2/2/2022 P56-16 _m \ \\ I IS,CELESTE. T' -+'I I \ _ '--------- _ — J 1 , ,/ I I / 1282-134 n Ill D I I \\\ \ \ \ l — _ _ _ _- _- _- _ - _- _= _ _ PUM15 DI�SG�HARf7E TfYB1 Dl&ECTED , -' ,' \ 1\ I I I 1 I / /I DRAWN BY fll \ \ \ �`--------------- / ii� �7 S K.FLYNN 1 RESIDENTIAL NCI I \ \ 1 \ \ I - - - — — — — — — — f0 DEWAIERING-STRUCTURE 1 \ \ 1 1 / I ' / I l I r / , \ \ _ _ \ ' ! • DESIGNED BY ADOPT A HIGHWAY SIGN 869 / t \ 1 DS _--' \ \ 5,�� / I' /%/ I • C.SHIFFLETT TMP 56-34_ _ ` I / / • CHECKED BY DAVID JAMES HARR JR. • /� STATION, TO BE SPECIFIED _ _ 4 I 64 \ \ \ / / / / 1 DB 4ONED:; DB 2962-712 (PLA REMOVABLE PUMPING i 1p. / I • • C. SHIFFLETT 1 I\ \\ \ \ I _ - - i�� \ ' ' ^ , p'i I I I \ l I ZONED: Rl RESIDENTIAL SCALE \ \ \ - BY CONTRACTOR , 6 cn 3.1' \ / / / I \ \ \ \ \ - - - - - ' \ \ _' 0 MANAGEDAOPES (TYP.) ,' �/ _T I 1 I I \\ ' / / / /1 I _ • 1 "=20' TP TIP = _ _ — %, i0 -_ STR.AVVBALES SURROUNDING G6� WIT-0HSTONERWERATROUTFALL / / / '\ —11 \ / P //�/� I \\ \\ \ • _ 72672. \ \ 67 AF SAF\ -`\\ --\ \ - IP _/ J / / I I � — ` ` \ � � / STOP SIGN SF W/'� IP /GTr UGT N _ G �a',y �12"—12"W-- Vl \\\ GRATE INL ' IP P—��y — " _ �— ----- r� ROCKFISH GAP TPKE \ Q \ TOP=667.17 — — — — — — — _ _ — _ _ \ — — ` FL=663,60' '1r �\C�i U.S. ROUTE 250 WAYFINDING SIGN \ \ Q II VARIABLE WIDTH R/W / II II Q_II 0 ui Fit r O boil n EROSION CONTROL LEGEND Q III 11 �I I a col II z =II II O II II II II 11 LIMITS OF CLEARING AND GRADING I I STORM CULVERT 11 STORM CULVERTit SEDIMENT BASIN #1 I I O � � U I 11 11 (SEE SHEET C3 0 FOR DETAIL) SOIL AREA DIVIDE LL Z 7 I I I I 2.00 AC. MAX. DRAINAGE AREA SAF SAF SAFETY FENCE 3.01 J O Z INV=651.63 U INV=654.14 N TOTAL STORAGE REQUIRED: 246.6 CY �LL/�� U w TOTAL STORAGE PROVIDED: 248.8 CY ( / J CONSTRUCTION ENTRANCE 3.02 � o BOTTOM ELEV. = 664.0 CE 0� 0 O� 0 H� TOP OF DAM ELEV = 672.5 w w Q n SF X SILT FENCE 3.05 N m LlJ y O a a SSF �O�Y SUPER SILT FENCE 3.05 L.Lzo IP ® INLET PROTECTION 3.07 U Q i DD DIVERSION DIKE 3.09 z 0 L u ST SEDIMENT TRAP 3.13 I --I O n O TS TEMPORARY SEEDING 3.31 C W PS PERMANENT SEEDING 3.32 `n a MU MULCHING 3.35 O Z MU TREE PROTECTION 3.38 JOB NO. SCALE 1 "=20' DC DUST CONTROL 3.39 48757 0 20' 40' SHEET NO. * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3.3 n TMP 56-32C ' FRETWELL, JAMES G. & MEGAN DB 5235-263 ' DB 1509 PG 126 (PLAT) ZONED: RI RESIDENTIAL ' BROWNSVILLE RD 30'PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPT E —6"W---- 6"W— -- I I I 6" w TMP 56-32A HAYDEN,KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: Rl RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE 6" W EXISTING BOUNDARY LINE a c O d O 3 a 0O O X nO �N vo a2 6 c mw E i= �N a0 Oc Z z„ o69 X FT N L 0 �L n w c w B O n X C N O_ L MN ° 0 E c 0 m 06 '0 a 0 m c m O 2 m 0N C U N 5E m aDi _ E L pF yf TMP I I 11 TMP 56-32C I HAYDEN6KAREN '�i FRETWELL, JAMES G. & MEGAN I DB 5117-193; DB 3524-59 (PLAT) i $ F LET DB 5235-263 CLINT W. 2• 1 • ZONED: Rl RESIDENTIAL • ZONED. RI RESIDENTIAL �:� Lie. N . 513s9 HOC. s0� 6-8-2022 �4v� II II BROWNSVILLE RD EX3R06'WATERLX. INE F / D�AL ��G�,,, � 30'PRESCRIPTIVE STATE RTE. 751 I / EASEMENT (TYP.) 30' PRESCRIPT EXISTING LIMITS OF DISTURBANCE: 1.84 AC. / I r BOUNDARYLINE c E I TMP 56-35G 0% u —6"W---- 6•,---6••W ---6"W---6"W-----6W-- N _ 6 yy w MORBECK TRUST I I DB 5117-193; DB 3524-59 (PLAT) j E I _ INV=677.41 or// ZONED: RI RESIDENTIAL v E I E)P I \ L v 3 APPROX.¢LLo3 EX. WATERLINE / WLM \ / �___c;Il / \ / a�uco z UFO �•& OH OH / OHP OHP - - - - - -. _ I P - - I I _ \ ., o o+ UFO OHP� 679 - - - ui n a / ri / i i �' i —UFULU O-0 OH� 680 — .. / t _ - - _ ;\fo- - - =� INV=6'I6,61' \ \� � Q U) STRE T NAME SIGN / ,/ _ _ _ o � I \ W �\\ TP - �\ /� oQ'v ❑ hh off 1I11 t1I1 .s80 / / �/ - - 4 _ \ `\`` •` \\\� \ v w Be 240 ROU E 1v1ARKER SIGN I P � MU \ \ `�\ \�. \ ix dd APPROX. LO A ON OF I II I11\ \ \ I III � / / / / i' i r / / ��r ` \ _\ \ ` \ \ 00 EX TiRLINE I \ I I c°4> / / r / ' - _ \ F \ \ ?n' \ \ t9 > > I �111 1 II� I co^ / // �' / r �\ \'\\ \ 0 W W / , — — 67 r 6T4 - \ \ 1 I m 111 1 I 1 / a4 APPROX. LOCA T (2) EX. MAILBOX ❑ N N Lu N N IP i /////� / I , /, / \ i I I 1 \ I I I I I// /9 U ❑ �z I � -1 I I \\ \a'\ \ I _ _ - - - - / / I I // / ,' I I ---------- -- / 674 NAGED SLOPES /` / / / / I �/ / r / I I — — to �r I �J 6j 1 I G� / n DATE MU I // // / I I / /r '�J— — - , ram_ I` I I a I 0, I > FP 56-16 p7 fll 1\ 1\\\ - ___ _ -- r -_/ / 1 I / / / I r , I �F I 1 1 I l _ I 21212022 IS, CELESTE. I r I I I \I \ \\ \ \ \ \ I _ J _ _ - - _ _ - - - - \ — J / 1 i i / / i 1 11 I I. / / O DRAWN BY 1282-134 n Ill \\\\ \\ l 1 RESIDENTIAL I N I I \ I \ \ \ \ - - — — — — _ ' ' T ` 1 fll \ I ; _ _ _ _ . r r A �l / CE / K. FLYNN _ I P r ' I I P / / I • DESIGNED BY A O T A HIGHWAY SIGN \/ l t l \\ >4 1 i / I� A�1 \ \ I _•--_- - ---- � �,-,__-- ., // / / % I • C.SHIFFLETT •TMP 56-34 CHECKED BY 66 / I �P / / / DAVID JAMES HARR JR. • C. SHIFFLETT \ \\\ \ \ I �° ,/fir \ - - - - - • ' / - ' i l 665 I \ I / // I DBZONED: RI RESIDENTIAL • I• SCALE 666 1 I 6y / I � \ \ \ - ,• ," % MANAGED LOPES TYP. i I TP mu 673 Ps \ I\ SF - / /r/ / / / I I I `� \ \`-- \` �',/ S+SIGN W. Lu / 1 \ IP 667—;GTr—"— UGT N--ucr-- IP — ---- 670 -- —�yw= _ — \ 12"W------- - —'RATE \ fi7Lt� — • — • — • — ' — ' ROCKFISH GAP TPKE — • �� _ \ U.S.ROUTE 250 II •—/—.—.—.—.—•—• \ VARIABLE WIDTH R/W II / / II II Q- I ONCE THE CONTRIBUTING DRAINAGE AREA W J — — — — — — — — I I L) I I TO SEDIMENT BASIN HAS BEEN II 0011 PERMANENTLY STABILIZED AND APPROVED EROSION CONTROL LEGEND Q� 0 wil II BY THE ESC INSPECTOR, CONVERT TO — — — — * cj. Q c01 II APPROVED PERMANENT S\NM FACILITY . =II II — — — z 1I _________---------------------T-------- - 0(D — — — — — — — - - LIMITS OF CLEARING AND GRADING � �0 STORM CULVERT 11 STORM CULVERT � > II II SOIL AREA DIVIDE UU LL z I \\ II _ _ SAF SAFETY FENCE 3.01 W O z —\ / INV=651.63 U — — INV=654.14 U w W — — — — I CE 0� 0 0� 0 CONSTRUCTION ENTRANCE 3.02 \ / W w X " " SILT FENCE 3.05 m y / I N a �W/ 0 (n � SUPER SILT FENCE 3.05 L.L �1 U I IP ® INLET PROTECTION 3.07 z / I I Q 1 DD DIVERSION DIKE 3.09 LI Y / i z SEDIMENT TRAP 3.13 O 2 / 1 I I 0 1 1 I I TS TEMPORARY SEEDING 3.31 0 I 1 PS PERMANENT SEEDING 3.32 W 1 I I 1 1 I Q ( MU MULCHING 3.35 1 I 1 I z / IV1U TREE PROTECTION 3.38 11 1 JOB NO. 1 SCALE V=20 1 DC DUST CONTROL 3.39 I I 0 20' 40' I SHEET NO. I 1 1 I I * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3• 4 n c a 0 0 3 a 00 X 20 �N vo n2 0 c ww E 0 a0 0 Z z„ 0 69 £0 �L a w c 2 y J in .16 �2 �N 0 = w `o E v 0 c m 06 '0 a �_ �� 2 m N m o C U N 5E h0 t= � E L I 1 I 1 I II I 1 TMP 56-32A I 1 TMP 56-32C HAYDEN, KAREN I FRETWELL, DAMES G. & MEGAN I DB 5117-193; DB 3524-59 (PLAT) I DB 5235-263 ZONED: Rl RESIDENTIAL DB 1509 PG 126 (PLAT) I ZONED' R1 RESIDENTIAL ,'Y ��pLT H pF'rr �^ CLINT W. '1Z 5 F LET > A Lie. N 54390 Qr :FQ 6-8-2022 �v�� sonzrs' o �nL ��;'; 1 I 1 / I 1 BROWNSVILLE RD APPROX LOCATION OF E M E I 30'PRESCR/PTIVE STATE RTE. 751 i EXIST. 6"WATERLINE / > E N Vi N C EASEMENT (TYP.) 30' PRESCRIPTIV€ •FEW EXISTING / Y I BOUNDARY LINE r w 3 —s"w— 6„ 6"w 6"---6"w-----s'w— —_ TMP5635G rX v 3 s•• w — — — — I JIT I I 6" W — MORBECK TRUST ¢ � o I sn.6o 6n.3z' DB 5117-193; DB 3524-59 (PLAT) 20 ^ 1 ZONED: RI RESIDENTIAL a u w z 208 INV=677.41 fl \ / w � —vi O I EOP 210 209 I d N N N a APPROX. LOCATION OF U W m I --- I I EX WATERLINE / x u -------'---- I —UFO �•e OH OH / OHP OHP _ _ _ _ - _ - - - _ _ _ -O I I _ \ Q v OH / / - .. �... i \— - TO \ 1 _ \ / " V > `° O W W UFO � _ — OHP ASS-LINED_D1TGH -TYPP 680 679 / 678 A �) 207 672.69' \ \ I rn STET NAME SIGN / UFO OHP� — — / _ _ - - _ _ _ - - 'It / i / - i\� _\ INV=616.84 ` ` \ \\! \ \ N W Be 05 OH 1\111 /1�� s8o / ////-_-- \ � \\\� `\_\\\ •\ \\�`�\`\ \ W O 240 ROU E VARKER SIGN I I I I II 1 I 1 1 I / / / TC ,, '67 206 _ \ 673.74' II I\I111111j111 I B /I //' 7Q'—_``6Ib \ \\ \� •\\; \ LD tiff 'LD -6 674.96'\ \ \�20 APPROX. LO AT ON OF 11111 \ \ 1111 1 �o / / / / / / ' / / / / TC •....., ' ' �72 _ _ _ \ - - 673197' ` \ \ \ \ ow N N w �� EX. T RUNE I 1 1 / / / / / / ' 574.29' r. _ \ \ \ \ \ .w to W I 111 11 1 �^ 3-STORY BUILDING / / / Ali— / 74 \ I m I \ 1 1 I m� W/ PARTIAL BASEMENT / / / / / / TC-BC 673.TIC \ \ 6 rC ` \ \ \ cs �a \ \\ 1\ / APPROX. LOCA T Z o 0 O / \ 674.43' 1 1 1 n / 674.50' / \\ 1 I \ / 2 EX. MAILBOX O I I I I \Q FFE = 674.50 / / / / / 6"IIHDPE ROOF LEADER, / ' I \ \ / JJ I I / () D; DATE � — — - // // // 21MIN. COVER, 1%MN. TIC \\/ I PO'PRIVA�tlDRAUJAG� I / /\ > I \\\ \ \ \ \ a I // / / / SLOPE/TYP. /I I s7a.s3' / I I I BASEMEN k I I I I / / Ix 2/2/2022 —1 n I I \\ \�'\ \ m - - / - - - I I /----------- ` AW 1 I I'A\ I I / \ o p w c ` \ v \\ \ 1 FFE=674.50' - - / / / / / / /-� / �\ \ I� I / I DRAWN BY D A Gl \\ M / \-_ 1 I / FFEY574.50' I I .�I 1 1 / —1 c •\ \\\\\ \� \ ^ 402 I, /// /// / I / /// _ — r°�1— I rn I sl / K. FLYNN Q \� NAGED SLOPES (T P) Icq / / 1 I / P _ 203 I I 6? 1 CmIVI TIC / 1 _ I • DESIGNED BY P56-16 W -mm + \ I\\\ \\ - 1II'PRIVATE _ -- / / 1 I / / / I / I 1 1673.91'1 I I / IS,CELESTE. I r--I�I II 1 \\\ \ 1 Di- -- '--------_ _ — J 1 / ./ / / / / 1282-134 n Ill D \ \ \ \ \ \ EASEMENT J _ _ _ _ _ _ _ _ _ _ , , - _ , /, / _ ' 674.50' 1 / / /I • C. SHIFFLETT 1 RESIDENTIAL I N G I I \ 1 \ \ \ \ 1 — — — — — r —rC 301 I \ B 1 � _ / I675.28'I I / I 4 m I I \ \ \ \ 1 • .J _ _ - _ - - _ _ - 674.40' t 302 / / / / / n 1 %3l / \ / ./ / i / / I _ • CHECKED BY — I / FFE=674.50' / I -PC A OII! l l 1 674.32' / I 201 9 / / I % • C. SHIFFLETT T A HIGHWAY SIGN \/ l ( \ I l 673.55_ _ 69� / I O • • SCALE \ \ \ \ \ 401 I \ / / TMP 56-34 • 1 "=20' TC-BE' /66 0 /jl DAVID JAMES HARR JR. / I \�\\ \ \ \ I I \ 6" HDPE ROOF LEADER, 615.75' / I // I I \ 673.72• / - - �/ // \ o _ _ _ / � _ _ DB 4802-81; DB 2962-712 (PLA 2' MIN. COVER, 1 /o MIN. _ - \ / TC-BC / / l l 665 1 \ s7a.1a' / I ZONED: R1 RESIDENTIAL 1 \ \ \ \ It _ _ _ 6z3.98, i \ SLOPE, TYP. \ / 673.64' I \ \ \ \ _ - - % _ _ _ _ _ _ _ _ _ ` MANAGED,S/LOPES (TYP.) 3.33Y 1 2 666 I \ \I 4 It \\ \ \ \ ` • 674.1$' • / �/ \ \ \ \ / / / / 73.7/7 1 667 FFE=674.50' 668 / / T9 / / / / / \ / 669MAINTENANCE 101 I —670 6�� �o^� 6� / / I EASEMENT s74.29'-- �Y�.z'—Tvdpra.z 670 BW 68.22' 'P 6BW 6 8.37' I - / / / l 1 SEPMAEN I l \ \SPILLWAY, ELEV 010.50 667— —uGT~—_,�w— — -- ---'� _$65���� —- / \ ucr— — TV — uGT— — — uGT— . \!— _iyw-= _ —12"W— — Z GRATE INL 11 _� >� ` - --- P-y. — — — - __ ___- \\ _ -- W TQ =66uz . a z�eBQ ROCKFISH GAP TPKE FL=663_0 (� J \ .80 'I V a I , - I I / �NAYFl01DlN6 SIGN— \ I \ — U.S. ROUTE 250 II /— GRASS -LINED DITCH, TYP. \ I it VARIABLE WIDTH RM/ i11 / 100 / a W I z — J u un a ------- II !rll O (D Q 11 Coll I I 2!03II =II ,^ > Fi — — — — — ---- II — — — — — — — — — — II -------- -------- LL Z -------------- 11 J Q I I 11 STORM CULVERT w 0 a \ / I I STORM CULVERT I I U v) Lu J C) Q 1 rn \ � w w INV=651.63 U — — — INV=654.14 U m _ _� i N Q D \ 1 Z z F1 / \ I 7 1 S 3 n 1 I 1 C m 0 1 I I z 1 I 1 a 1 n 1 I SCALE 1"=20' — n 1 I 1 I 0 2040' JOB No. 1 1 1 1 1 48757 n 1 SHEET NO. / r 1 1. S. 0 c a N a n c m 0 a c L --————— — — — — —— -- —. _--------- L�G_D_. �� \\ `\ \\ `\ _ —'—--———— — — — — —— —AREA — 411* 40 41111, Aft If 40P ft AI It I \ TMP 56- A \ \ - \ \ N I I \ \ ♦♦ \ + _ - - _ _ HAYDEN, REN \ \ N / ,�MP 56-32C - - \ � - / i - \ - _ \ _ DB 5117-193; DB 24-59 (PLAT) \ \ I \ \ F ELL,JAMESG.&MEGA---------- \ \ I DB 5235-263 \ + I / ` ZONED'R7 R toEiV�lAt - - /' I DB 1509 PG 126 (PLAT) ZONED: RI RESIDENTIAL ♦- _ _ - - - - _ _ \ � � APPROX. LOCATION OF I N l \ _ \ - ' \ \ \ \ \ `f BROWIII&VILLE RD EXIST. 6"WATERLINE ` _ _ - -F _ _ _ _ _ _ - - - \ �� 30'PRESCRIPTIVE Sj6ATE RTE'75� _ - \ _ I- - _ I EASEMENT(TYP.)------- _---•.--"'-- - - _\_`_ � / \ \ _ TING \ \ \ \ \ \ \ BOUNDARt LINE -�\ _ _ _ _ ` \ ` \ TMP 56-35G\ 30 RESCRIPTlV€'R�W — 7� — - �� _ 1 • / • \ \ \ ` f� \ \ \ \ s" W ,� Is^ T11 6" W 6" W � — s" �I' — — — � s w — — — — 6" w � � � - - - \ ` \ \ ` . MOR<3ECK TRUST II \ \ \ DB 5117-193; b� 3524-59 (Pb47) \ \ ` \ \ \ \ \ \\ ` - _ 7► - - - - - - - - ' ' + \ \ \ \ \-ZONED: RI RESIDENTIAL 4 rINV=671.41 -0- �IEOP 210 208 0.\ \ \ \ \ 0.19 I I \ \ \ APPRO)G,LOCATIONbF \ 41 f, - - - - - EX WATEFPL INE 210 0.43 ----- --_ 011 \ \\ �� \ IUFO \j! OHP OH 0.42 °H------•-- - \ ,'----_ -oil OH 41 � o �� °P— OHP� _ 680 — — 679 —.. — 676 ` .— A 6j> - - \ `\ \�� \ \ UFO OH� .. — _ - - _ - - _\ \ INV=6'16.81k 41 206 41 206 +C � 204 0.31 0.42 0.500I soft �\Ilk ft 00, 204 APPROX. \ \ \ m 11\III \1\I� I 0� ( / _ 1 \ , ' � ` \ � �', Q-' \ \\ \ / � \ LOCATION OF \ \ \ 1 \ 111 1100 / (2fEX. MAILBOXE6 \ \ \\\\\` \\ \\\ n \\\�\\\\ 1 ---- - /---- OOF 0.90 / ,' 1 I / ' I / 674 d.68 402 202 0.51 In D \\I\1\\\ 402 0.34% _-_-_-_-_-_-_-_-_-_-___--__, J -,' �' — J oI ♦ I\ 1 0.30 ---- �/ T 3 ♦ . 202 1 1 6' ,1\_ fTl \\ 1 1\ 1 1 0.14 ; \_ — _ _ i a 3oz . �. , dal , �_ , 302 0.90 fit vI IGN / I l !\ \\ \ N 1 0.09 g (�\ \ \ \ \\ _ > yl \ - - / I / ♦ l/ l i \TMP 5�`34 \ \ \ \ � `A I \ \ \ \ \ \ I � / ' ,� I I � / 2y \ /G I / ♦ ♦ l �, DAVID .TAMES kIARR J1e. \ \ \ \D84802-81;\46296X-712(P47) \\ \\ \\ ZONED: R RESIDENTIAL \ \ \ -- 6671668 SIR _ - - -70 10 669 1I\ © 0.91 /' /� / / 100 0.41 i i \\ \�\_ \\ // I sT�PSIGN % \` \_ \-- ---_-_---__-_____ k----� \ \\\ `Bj / cpk/ —� ' 4`\\`\-_- -----=fi65—� \ \\ \� I _ ---_-- _-- - - - - -- Li _—--""w ucr \- _�-_- 12'1=v_� - yw�_ \\—.-1—�'----1 \ \ I 2•. W iGT— UGT — UGT _ — \—.12" W — — — — — — 2 \ GRATE INL ___- — — — _�_ _ _� T,ae 66717 .11 8' ztRep ' — ' — . — ' — — ' — ROCKFISH GAP TPKE — - - - - n FL=663.60- '� / _ - U.S. ROUTE 250 /— , — • — • — . — . — . �VAYFJl11DIN6 SIGN— ' — — \ ' -1' VARIABLE WIDTH RM/ �i 100 , \\ 1 II ,III \ \ v �� ,ta-��i�i�=mmmmmi�s�� III \\ \ m11 \\ \\ j all__ ---------------- ----_ --_-------- co — — — — — — — — — — II \LI----------------------------- -- —�T < II Z c y I I I I STORM CULVERT I I STORM CULVERT I I SCALE 1"=20' / INV=651.63 U INV=654.14 IJ — —�_ 0 20' 40' 2 \ / 7jF 00a �Q �^ CLINT W. '1Z 5 F LET > A Lie. N 54311111111111 Qr �Q 6-8-2022 4V,� s' ,rs oNnL V-.%';�`'. M E O N U ¢ E> E a E w W 3 V H ¢ w o 0 � L �\ w O m K W M ¢-i U co Z w j O N d V W w u 3 0 a U) �oe v w " V > `° O S > cW G lW�� G N 1 u u >j mH US vi of as m 0 x (f)U) cD H w 1714 Lu F h� a ❑ o0 z 0 in rr 0 O DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=20' Q W W a_ Q 0 z W Q c~n ' LL z W O LL w QJ 1 tY w LL W Nmw J Oa Q 0 U L� O (n JOB NO. 48757 SHEET NO. C6.0 0 0 3 a 0O X 20 VN 00 a2 '6 EE 0 �N aII O � w Z Z m ° X � 0 a w 2 2� .Y1O. h 0 o � 2 m m 0 12 c 06 06 0a 0 m 0 m o 2 �N m o C 0 N 5E m ODi t= � E L - -- -- - - - - -- _- -- - -- Lill s �__ F I -'______________________ WATER QUALITY CALCULATIONS: • �� %Z ,, _ _ os 1 - - �\ - - -' - - - - SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR GLINT W. f ,' / ,� , t \ �� 6 b la I / , I \ ,� , , I, \\ .�\ - \ \♦`\ �\ ` ' - - - ---------'------ REDEVELOPMENT (SEE CALC. BOOK): ;u 7 S F LET > • 0 � • �I� I/ �` t\ \` \\•� \\� ! �Lic.N //,// /�,'/ // ,/ /' // / &'_� /�� / �� -- -'_ 0.4 54390 IOC% / \ \ � I / / / � / / \ /♦ / - DISTURBED AREA: 2.05 ACRES �• - - 682022 �V• sQ� \• / \ - ♦�♦a l / / , 000�'DAAL t 4-/ I �If♦i _ PRE -DEVELOPMENT LAND COVER: PRE-1-OFF: / \ \ \ -3` - - - - - / ` // ��^♦ B SOILS: \ I / I PRE -DEVELOPMENT OFF -SITE \ - _ _ _ _ ` \ \ / I 0.16 AC FOREST TO ANALYSIS POINT 1 / \ / r ` \ - ` - _ _ _ _ _ _/ I - ` ` I I♦ I \ 1.24 AC MANAGED TURF E TOTAL AREA = 0.66 AC.'\� \ i �- _ IMPERVIOUS = 0.29 AC. \ 82� - I PRE-2A-OFF ♦ \ \ ♦,, 0. 44 AC IMPERVIOUS o� $ N c \ - ` - - - - - - I PRE -DEVELOPMENT OFF -SITE - - - \ �p ��j -\ ♦, / _ - MANAGED TURF = 0.29 AC. ��, ,+ I ' WOODED = 0.08 AC. \ I I / / I / , I - _ \ TO ANALYSIS POINT 2 _ _ TOTAL AREA = 1.39 AC. ` \ \ \ \ iS \ \ ♦ �\ \ ` / �` \\ \\ POST -DEVELOPMENT LAND COVER: B SOILS: > E _ a E LU 83y/�11�VILLERD _ I l / 1�TERTE.�SL - - - I \ ' ' - - - IMPERVIOUS =0.36AC. --` - - - \ \\ \ , 0.77AC MANAGED TURF v 3 ¢ / - 40 30' ESCRIPTIVERNV - MANAGED TURF = 1.03 AC. . \ ` \ \ _ _ - \ \ \ \ \ \ \ / 1.07 AC IMPERVIOUS u o o n _ \ \ \ _ \ . - \ \ \ \\ \ x\ \ \ \ \ \ \ REQUIRED TP REMOVAL: 1.37 LBS/YR > o ry P - �� TO Aft\\\ qll \ - - ` \ \ \\ ,� \ \ \ \/\ \ `\ \\ \ W N c7w wm d \ SIB � OHP - - - - - �� - \ \ \ \ \ \ THE 1.37 LBS/YR REQUIRED REMOVAL WILL BE SATISFIED BY PURCHASING NUTRIENT 4 r 3 X V UFO OH ! ��- _ \ 7� �\■�+ \\ ` \ \ I \ \ \ ( `\ \ y\ \ \ \ CREDITS. TO BE PURCHASED FROM A DEQ APPROVED CREDIT BANK IN ACCORDANCE WITH G qa LL a U) Lu LIS CODE OF VIRGINIA 62.1-44.15:35. v h h I 1 I�jI �, 1 1\I ♦ PRE-2-ON: \ \ \�\ \ \ PRE -DEVELOPMENT ON -SITE \ \ \ \ \ \ w O O 1 \ wood , sae.YN , , / I 1 sNm I \ TO ANALYSIS POINT TOTAL AREA= 1.47 AC. '- WATER QUANTITY ANALYSIS POINT 1: WATER QUANTITY ANALYSIS POINT 2: m� ow ZZ r I +713 I / / flENAINS OF rood tuna / eunaGo IMPERVIOUS = 0.28 AC. � 1 _ ��I \ \ \ Q FF�8795 / / , MANAGED TURF = 1.04 AC. / - - I 1 1 \ \ \ `\\ \\ \� \\ \\ DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) DRAINAGE AREA ANALYSIS (POST -DEVELOPED) M / WOODED=0.15AC. / I I 1 I I I I/ / \\\ \\ vi as I I �o \ I 7n I I N z r / / / I I / AGE I / �/ / I I I I r -67(� - / I ! 1 1 1 / /I \ 1 \ \ \ \ �' \ \ \ \ \ \ \ \ \ \ \ AREA PRE-1-ON ONSITE ( ) AREA PRE-2-ON ONSITE ( ) AREA POST-2A-ON TO SWM A ONSITE, DETAINED ( ) 0 o 2 O W tf1 O W In \ - - oezz � - / \ \ / I I I /� \ \ \ \ �' \ \ \ �\ TOTAL AREA = 0.37 ACRES TOTAL AREA = 1.47 ACRES TOTAL AREA = 1.31 ACRES � _ _ _ _ _ _ _ /� m I \1)I \ '' ' -I�\ I I I 1 /' / / / / // \ \ \ \ \ \ \ \ \ \ \o `\ \ IMPERVIOUS = 0.16 ACRES IMPERVIOUS = 0.28 ACRES IMPERVIOUS = 0.97 ACRES =o W W I I � PRE-1-ON: owBB B PRE -DEVELOPMENT ON -SITE M / / / I / / / / / / / �6g /' I I / // I rI \ \ \ \ \ \ \ \\ \ \\ \\ \ �\ \\ \ \\ MANAGED TURF = 0.20 ACRES MANAGED TURF = 1.04 ACRES MANAGED TURF = 0.35 ACRES = p E F.F-G68.4 �� TO ANALYSIS POINT 1 - / / //// / 1 ' - Q '-' I I I I / / / ( /` ' i-' ttrfe.- / \ \ \ \ \ \ \ 1 \ \ WOODED = 0.01 ACRES CN=79 WOODED = 0.15 ACRES CN=74 WOODED = 0.00 ACRES CN=90 w > N N l `A I P L> \�\ TOTAL AREA = 0.37 AC. _ Ill' \ \ \ \ \ \ Lu w 0p \ , -p ggg / u - IMPERVIOUS = 0.16 AC. r ' ` ® \ \\ /' - PRE-2B-OFF PRE -DEVELOPMENT I / / \ \ \ \ \ \ \ \ \ \ Tc=14.9MIN. Tc=9.1MIN. Tc=6.0MIN. _ _ _ _ _ \ MANAGED TURF = 0.20 AC. ` \ _ _ / / /' I I OFF -SITE TO ANALYSIS a \ \ \ \\` _ - _ WOODED = 0.01 AC. aoa®w wwa / / I POINT 2 --\ / / I \ \ \ \ \ \ I Q (CFS) V (AC -FT) Q (CFS) V (AC -FT) Q (CFS) V (AC -FT) p DATE -� _ - 01m//` \ TOTAL AREA = 0.06 AC. r - - _ = __ 1 YEAR 0.65 0.038 1 YEAR 2.14 0.105 1 YEAR 4.49 0.209 j / I - ANALYSIS POINT 1- - IMPERVIOUS = 0.06 AC. //, I \ \ ` _ _ _ _ _ _ _ - _ - _- -= 10 YEAR 1.66 10 YEAR 6.54 10 YEAR 9.31 2/2/2022 ` \ \ \ �8 O } ' ` \ �/ ♦ , - ' ® -\�\� _ _=�_%\' - - -� / \ -_ _ _ _ _ _ - AREA PRE-1-OFF (OFFSITE) AREA PRE-2A-OFF (OFFSITE) AREA POST-2A-OFF TO SWM A (OFFSITE, DETAINED) DRAWN BY _= _ _ \ ' .6-. ,� _ _ ` \ *Ovbe�•,� 4 ROCKFISH GAP TPK S t e TOTAL AREA = 0.66 ACRES TOTAL AREA = 1.39 ACRES TOTAL AREA = 1.39 ACRES K. FLYNN U.S. ROUTE 250 s ANALYSIS , ` \ M IMPERVIOUS = 0.29 ACRES IMPERVIOUS = 0.36 ACRES IMPERVIOUS = 0.36 ACRES DESIGNED BY VARIABLE WIDTH RAN POINT I now jr MANAGED TURF = 0.29 ACRES MANAGED TURF = 1.03 ACRES MANAGED TURF = 1.03 ACRES • _ - � �-0 " 10 �j �_ _ ` ` II ` ` Z WOODED = 0.08 ACRES WOODED = 0.00 ACRES WOODED = 0.00 ACRES C. SHIFFLETT --- CN = 81 CN = 77 CN = 77 CHECKED BY Tc=14.0MIN. Tc=9.1MIN. Tc=9.1MIN. •• ,�;� ^ ` ✓ / J II PRE -DEVELOPED - - - - - - SCALE 1"=4D' Q (CFS) Q (CFS) Q (CFS) • C. SSCALEETT • 0 40' 80' 1 YEAR 1.19 1 YEAR 2.42 1 YEAR 2.42 10 YEAR 3.05 10 YEAR 6.77 10 YEAR 6.77 • 1 "=40' COMBINED FLOW AT ANALYSIS POINT 1 AREA PRE-2B-OFF (OFFSITE) - - - - - - - �� \ \ \ - - - - - - - - - - - \ \ \ \ \ \ . \ - -- - - - - - - - - _ _ _ _ TOTAL AREA = 0.06 ACRES COMBINED FLOW ROUTED VIA SWM A � �\ \ \ `\ �� -�-__- \I / / , , / / ) .\ `, `� `\ `\ --_ '--- ---- ------ -- - - -- '�______________ Q(CFS) 1YEAR 1.84 IMPERVIOUS = 0.06 ACRES MANAGED TURF = 0.00 ACRES Q(CFS) // // // // // // �� , \ `Y \ , / ! ,' o$ / ) S t \ �� I _ l _ 14� �;� ` \ \ ` \ ` \ ` ` - - ` �--- ' - - - - - _ _ _ _ 10 YEAR 4.70 WOODED = 0.00 ACRES 1 YEAR 3.10 II r/ ' �r\K��i �,�, �r�' I t 1 . \ �68 �\ �\\ ��,\\ \\ \\' -% ___---------�------ CN=98 10 YEAR 12.68 // ,,II ` � _ � \ \ - � ' � - - - - DRAINAGE AREA ANALYSIS (POST -DEVELOPED) Tc = 6.0 MIN. -686- ` ` _ - - - �_ AREA POST-2B-ON (ONSITE, UNDETAINED) l AREA POST-1-ON (ONSITE, UNDETAINED) Q (CFS) TOTAL AREA = 0.16 ACRES / r / \ - - \ ` - - �♦ / l l TOTAL AREA = 0.37 ACRES 1 YEAR 0.25 IMPERVIOUS = 0.02 ACRES ,-�¢ II / / - ` Issi IMPERVIOUS = 0.09 ACRES 10 YEAR 0.46 MANAGED TURF = 0.14 ACRES f / , POST -I -OFF: \ I T-DEVEI[OPMENT'OFF-$1TE �3` - / ` / '♦I•-� MANAGED TURF = 0.28 ACRES WOODED = 0.00 ACRES \ / \`. `------_/ WOODED = 0.00 ACRES COMBINED FLOW AT ANALYSIS POINT 2 CN = 73 TOANALXSISPOINT1 6TAL AREA = 0/66 AC/ \� \\ `- I - ` \ . ` - I \ \♦, I\ \ ♦♦, CN=75 Tc=6.0MIN. Q(CFS) Tc=6.OMIN. J MPEF'GIOUSj/0.29A2. �� ,ram' _682- _ ` - - POST-2A-OFF I - - 1, / ui I-" - - - - - - - - _ POST -DEVELOPMENT OFF -SITE - \ ` I \ ♦ I I MANAGED TURF = 0.29 C. AC. , I TO SWM A \ �� `\ \ ♦♦ 1 YEAR 4.77 Q (CFS) V (AC -FT) `` 1 I / WOODED = 0.0,8 ,/ / �� ( - _ - ` \ TOTAL AREA = 1.39 AC. - j ` . \ \ \ \ Q (CFS) V (AC -FT) 1 YEAR 0.68 0.030 10 YEAR 13.73 1 YEAR 0.26 0.011 10 YEAR 0.78 Q J L BR VILLE RD - -751� - _ - IMPERVIOUS = 0.36 AC. \ \ �\ \ \ \ - - - - - ]� TE Rit _ _ _ - _ 1 < / / ' - 30'VRESCRIPT E - 10 /�C - _ - - _ \ \ MANAGED TURF = 1.03 AC. . \ \ - z� - - - - - /` \ \ \ \ \ \ �/ \ \ \ \ 10 YEAR 1.92 AREA POST-2B-OFF (OFFSITE, UNDETAINED) Q Z Lu I \ \ - \ ` \ \ \.� /\ \ \ \ IMLf)lAI n \ \ \ \ \ ` \ \ \ \ \ \ \ \ / \ \ \ \ \ AREA POST-1-OFF (OFFSITE, UNDETAINED) TOTAL AREA = 0.06 ACRES O (� I�I IIn"�� \ \ \ \ \ \ \ TOTAL AREA = 0.66 ACRES IMPERVIOUS = 0.06 ACRES > ♦ - - - - - - \ \ \ \ IMPERVIOUS = 0.29 ACRES MANAGED TURF = 0.00 ACRES V ! MANAGED TURF = 0.29 ACRES WOODED = 0.00 ACRES LL Q WOODED = 0.08 ACRES CN = 98 J ? z ,\ \\ \\ \ CN=81 Tc=6.0MIN. Tc=14.0MIN. w O U Lu CQC \III B / , I II 11 1 / / / ' POST-2A-ON \\ POST -DEVELOPMENT ON -SITE %- - `� \ \ \ \ \ \ \ \ \ Q CFS Q (CFS) 1 YEAR 0.25 v , < l P I\ / / / / _ \ � _ * \ \ \ \ \ \ \ \ ` \ ♦ (CFS) Q LL 1 \ TO SWM A . , - .. \ \ • TOTAL AREA = 1.31 AC. IMPERVIOUS = 0.97 AC. ` 67A - \ \\ \ \ \ \ \ \ \ \ \ \ \ 1\ \ ` \\ \ \ \ \ \ \ 1 YEAR 1.19 10 YEAR 3.05 10 YEAR 0.46 w w m w \ \� 1 / MANAGED TURF = 0.34 AC. /r _ I I / ♦� 1 \ \ \ \ \ \ \ \ \ I \\ \\ \ COMBINED PROPOSED FLOW AT ANALYSIS POINT 1 Q O wit ° \ 1 co , / / I/ / / I I I / --- >--6741 ! N 1` I I/ \ \ \ \ \ \ \ \ \ \ COMBINED FLOW AT ANALYSIS POINT 1 Q I I o \ ! I �� \\\\ / -J/ / I I _ I I - __ / I / o 1o' s� / �raA/ - - ,/�- I �, / \ I 1 \ \ \ \ \ \ \ \ \ Q(CFS) (CFS) 1YEAR 3.27 LL U c a \\1 \ POST-1-ON: _ - - , / / I I ^ 1 POST ON 3 I 6� / \ / // \ \ \ \ \ \ \ 1 YEAR 1.69 10 YEAR 13.57 I \\\ -DEVELOPMENT -SITE - TO ANALYSIS POINT I � ' 'DTI- � \ \ \ \ \ \ \ \ \ �,j \ 10 YEAR 4.53 � , / b9 \ \ \ \ \ \ \ \\ O TOTAL AREA = 0.37 AC. \ \ IMPERVIOUS = 0.09 AC. �r - 1 \ \ \ \ \ \ \ CHANNEL PROTECTION (ENERGY BALANCE): CHANNEL PROTECTION (ENERGY BALANCE): 0 / \�\ - MANAGED TURF = 0.28 AC. 6 WM A \ \ , , DRY POND a S) 6R \ \ \ \ \ \ � \ \ \ `RV `RV V / \ _ _ _ _ _ \ ` - - - - , / 6R6EQ \ \ \ \ < 0.80` /RV +PRE -I -OFF "'DEVELOPED - ("PRE -DEVELOPED PRE -DEVELOPED) DEVELOPED ( ) Qr� < 0.80` `+DEVELOPED - (QPRE-DEVELOPED PRE -DEVELOPED) /RV +PRE-2A-OFF +PRE-2B-OFF DEVELOPED ( ) ( ) ' /A t`>✓ \ _ Q(� <_ 0.80`(0.65 CFS ` 0.038 AC-FT)/(0.030 AC -FT) + 1.19 CFS MAX (1-VR) O <_ 0.80`(2.14 CFS ` 0.105 AC-FT)/(0.209 MAX (1-YR) AC -FT + 0.011 AC -FT) + 2.42 CFS + 0.25 CFS 669670 / \ ANALYSIS POINT 1 / _ I \ // \�' - - =- _ _ - - - _ -_ __ - - - - - QM < 1.90 CFS AX (1-VR) - O < 3.49 CFS "'MAX (1-YR) - /�?-a� POST-2B-ON: ---------------_ _6I - _ \ POST -DEVELOPMENT ON -SITE TO QM = 1.69 CFS <_ 1.85 CFS OK n = 3.27 CFS <_ 3.49 CFS OK - _ U.S. ROUTE250 � � ANALYSIS POINT 2 M °D � ANALYSIS � -� r ' VARIABLE WIDTH RW I TOTAL AREA = 0.16 AC. p L _ POINT 2 IMPERVIOUS = 0.03 FLOOD PROTECTION FLOOD PROTECTION POST-2B-OFF: MANAGED TURF = 0.13 AC. - \ POST -DEVELOPMENT OFF -SITE _ _ _ _ _ _ - - - - - - - POST -DEVELOPED Q10 <_ PRE -DEVELOPED Q10 POST -DEVELOPED Q10 <_ PRE -DEVELOPED Q10 __- -__ _----=�- TO ANALYSIS POINT2 JOB NO. - II TOTAL AREA = 0.06 AC. IMPERVIOUS = 0.06 AC. SCALE 1"=40' - 4.53 CFS <_ 4.70 CFS OK 13.57 CFS <_ 13.73 CFS OK 48757 _ _ - ,- - - _ _ _ _ _ � / II == POST-DEVELOPED- - - - - SHEET NO. 0 40' 80' 1.6.1 a 0 c m 0 s h c 0 0 0 3 a 00 x 20 2N vo am 6 c �w E 0 �N a� 0 o Z z„ 0 a �E o$ &E 2' n w 2 yc J h 0 o .16 �N 0 = E c 0a 06 2 '0 a 0 2 c m o m 2 m N �o C U m s. E h 0 t = � E L DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 2011 BMP Standards and Specifications n 2013 Draft BMP Standards and Specifications Project Name: Date: Site Information Crozet Self Storage 4/11/2022 Linear Development Project? No (Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) 1.84 Pre-ReDevelopment Land Cover (acres) A Soils B Sens C Soils D Soils Totals Forest/Open Space (acres) -undisturbed forest/open space 0.16 0.16 Managed Turf (acres) - disturbed, graded foryardsorofherturftobe 1.24 1.24 Im pervious Cover (acres) 0.440.44 1.84 Post -Development Land Cover (acres) ASol Is BSoils CSoils DSoils Totals Forest/Open Space (acres) - undisturbed, protected forest/open space or reforested 0.00 Managed Turf (acres) - disturbed, graded for yards or of he r to rf to be 0.75 0.75 Impervious Cover (acres) 1.09 1.09 Area Check OK. OK. OK. OIL 1.84 Constants Annual Rainfall (inches) 43 Target Rainfall Event ( inches) 1.00 Total Ph Dsphorus (TP) EMC (mg/L) 0.26 Total N itroge n(TN) EMC(mg/ L) 1.86 Target TP Load (Ib/acre/yr) 0.41 Pj (u n itless corre cti on factor) 0.90 t Cc 2 a z L Li L t i z =Adjusted Land Cover Summary: r Pre ReDevelopmen t land cover min us pervious End cover(foresVopen space or Li Runoff Coefficients IRvl Check BMP Design Specifications List: 2013 Draft Stds & Specs Linear project? No Land cover areas entered correctly? Total disturbed area entered? A Soils B soils CSo, ls DSoils Forest/Open Space 0.02 0.03 0.04 0.05 Managed Turf 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 Land Cover Summary -Pre Pre-ReDevelopment Listed Adjusted' Forest/Open Space Cover (acres) 0.16 0.00 Weighted Rv(forest) 0.03 0.00 % Forest 9% 0% Managed Turf Cover(acres) 1.24 0.75 WeightedRv(turf) 0.20 0.20 % Managed Turf 67% 63% Impervious Cover(acres) 0.44 0.44 Rv(impervious) 0.95 0.95 %Impervious 24% 37% Total Site Area (acres) 1.84 1.19 Site Rv 0.36 OAS Treatment Volume and Nutrient Load Pre- ReDev elopment Treatment Volume (acre-ft) 0.0559 O.C473 Pre- ReDev elopment Treatment Volume (cubic feet) 2A35 2,062 Pre-ReDevelopment TP Load (Ib/yr) 1.53 1.30 Pre-ReDevelopment TP Load per acre (lb/acre/yr) oA� 1 V a Base line TP Load (lb/yr) 1.0.4116s/acre/yr applied topre-redevelopmentareaaxcluding pervious and proposed for new np ervious cover) 0.49 �) managed turf) acreage proposed fornew impervious cover. Adjusted total acreage is consistent wiFh Post -Re Developmentacreage (minus acreage of new impervious cover). Cohmmn i shows load reduction requriemen t for new impervious cover (based on new developmentlaad Emit 0.411bs/aue/year). Land Cover Summary -Post /Final) Post ReDev. & New 1 mpervious Fomst/Open Space 0.00 Cover(acres) Weighted Rv(forest) 0.00 %Forest 0% Managed Turf Cover 0.75 (acres) Weighted Rv(turf) 0.20 %Managed Turf 41% Impervious Cover (acres) 1.09 Rv(impervious) 0.95 %Impervious 59% Fi nal Site Area (acres) 1.84 rirel Pint De Site Rv 0.64 Final Post - Development 0.0988 Treatment Volume (acre-ft) Final Post - Development 4,3C3 Treatment Volume (cubic feet) Final Post- DevelopmentTP 2 70 Load (lb/yr) Final Post -Development TP Load per acre 1.47 (tb/acre/yrl Land Cover Summary -Post Past ReDevdopment Forest/Open Spare 0.00 Cover (acres) Weighted Rv(forest) 0.00 %Forest 0% Managed Turf Cover 0.75 Weighted Rv (turf) 0.20 %Managed Turf 63% ReDev- Impervious Cover(acres) 0.44 Rv(impervious) 0.95 %Impervious 37% Total ReDev. Site Area _ 1.19 ReDev Site Rv 0.48 Treatment Volume and Nutrient Load Nitrogen Loads (Informational Purposes Only) Land Cover Summary -Post Post Deve Iopme in Ne:•r Imp e r•:ioius New inn pervious Cover Ilacresj 0.65 Rv(Smpervious) 09595 lost-ReDevel opment Post -Development Treatment Volume 0.0473 Treatment Volume 0.0515 (acre-ft) /acre-ft) lost-ReDevelopment I Post -Development Treatment Volume 2,062 Treatment Volume 2,242 (cubic feet) (mbicfeet) Load [TP)------ L30 Post Development TP 1.41 0b/Yd` Load (161Yr1 Past-ReDwelopment TP Load per acre (lb/acre/yr) (Below Pre- I 211% ReDevelopment Load) TP Load Reduction Required for Redeveloped Area (lb/yr) 0.26 TP Load Reduction Re qu i red f or N ew Impervi ous Area (I b/yr) 1.14 1.14' FREEBOARD X p 100-YR ELEV.670.86 j CREST ELEV. 670.44 12"H X 24"W ORIFICE W/ TRASHRACK 669.00 36" RCP RISER W/ANTI-VORTEX DEVICE INV OUT 662.65 (18" HDPE) 7.5" DIA. ORIFICE W/ TRASHRACK 665.00 POND BOTTOM 665.00 8' DIA. X 1.5' CONC.BASE NOTES: 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL. 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED. SWM A - DRY POND No Scale Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE (acj IMPERVIOUS COVER (ac IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA (acj MANAGED TURF AREA TREATED (ac AREA CHECK TOP OF DAM = 672.00 �6'� 90.82' - 18" HDPE @ 5.00% 6" IN CONCRETE 10' EMERGENCY SPILLWAY ELEV. 670.50 DITCH A - US 250 ROADSIDE & WEST SIDE OF BUILDING DITCH SECTIONS No Scale DA. A DA. B DA. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 DK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. IF-0K. OK. OK. OK. OK. Site Treatment Volume (ft3) d,3D3 Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (ft') TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCTION ACHIEVED (lb/yr) TP LOAD REMAINING DA. A DA. B DA. C D.A. D D.A. E TOTAL 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.DO 0.00 0.00 0.00 0.00 0. 00 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 0.00 0.00 0.00 0.00 0.00 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (lb/yr) 2.70 TP LOAD REDUCTION REQUIRED (lb/yr) 1.40 TP LOAD REDUCTION ACHIEVED (lb/yr) 0.00 TP LOAD REMAINING (Ib/yrj: 2.70 REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.40 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (lb/yr) 19.34 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 19.34 IMPERVIOUS CORE AND CUTOFF TRENCH LINED DITCH 11 1-YR ELEV = 669.10 10-YR ELEV = 670.46 100-YR ELEV = 670.86 11�1/L:1.'f:Iifi DITCH B - NORTH SIDE OF BUILDING LINED DITCH 0•41t p1.TN �-w000f` • e� / • CLINT W. �y 0/7 S FFLET a Lic. N 54380 4 6-8-2022 4- M E 0 0 N U N C > E w ai E a o 3 W LL - of o o a u CO d >th p N (D to N a z � 2 3 O Ln a LL oa L n 2 v N = U > uu n a� O N � M a� W J H Lu Q 0 DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=40' V / J I --I Q 0 � z z 0(,w cn }} wrr'�� LL z V J 5 Q (w ° z `+ i J Q LULU LU ED I..L Now O lnL Q U C� G O V / JOB NO. 48757 L SHEET NO. C6, z 00 DATE 48757-STRM 200 PROJECT: Crozet Self Storage Designed by: ROUTE PROJECT Crozet Self Storage CHECKED:. KAM UNITS :NGLISH , 2/2/2022 N1 TN o1 00, STORM SEWER DESIGN COMPUTATIONS LOCATION: ; / • i COUNTY: Albemarle Checked by: : y' STORM FREQUENCY 10 • CLINT W. y: UNITS ENGLISH • • Sc, 7 S FFLET >• • :�Lic. N SIJSO �4: O 6-8-2022 4- M O 0 N U N C ¢ 0 > E w v W .y ¢ a o 3 w LL 5 W Ct ip ti 48757-STRM 300 PROJECT: Crozet Self Storage Designed by: a U co Z w -m O STORM SEWER DESIGN COMPUTATIONS LOCATION: a > o N COUNTY: Albemarle Checked by: Z F STORM FREQUENCY 10 3 0 ')a Ln UNITS ENGLISH a = V i [0 cW cW N V) G G LU OU OU l o w 2 2 J J ci C d O W W 48757-STRM 400 PROJECT: Designed by: � � c� W W STORM SEWER DESIGN COMPUTATIONS LOCATION: 0 Qi 2 COUNTY: Checked by: w w Z STORM FREQUENCY w UNITS ENGLISH a o 0 Z O n DATE 2/2/2022 O } DRAWN BY K. FLYNN DESIGNED BY 48757-STRM 200 PROJECT: Crozet Self Storage DESIGNED BY: •• C. SHIFFLETT HYDRAULIC GRADE LINE ANALYSIS Checked: • CHECKED BY INCIDENCE PROBABILITY 10 Year C. SHIFFLETT • • SCALE 1"=40' V I 48757-STRM 300 PROJECT: Crozet Self Storage DESIGNED BY: z HYDRAULIC GRADE LINE ANALYSIS O Checked: I --I INCIDENCE PROBABILITY 10 Year J ui U a Jm o Q Q U a z a 48757-STRM 400 PROJECT: DESIGNED BY: O HYDRAULIC GRADE LINE ANALYSIS > z Checked: v 1 w N INCIDENCE PROBABILITY 2 Year kD LL ~ J O= w o w V/ w Q a Z w LU m a N J C z Q G w Ow w Z cl� U w w 0 Q o � d ri U o O m v ' ^ O `/ J U L >0 N O) O N d JOB NO. N 48757 g SHEET NO. C6.3 DRAIN. RUNOFF CA TOTAL RAIN RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE FROM POINT TO POINT AREA COEFF. SHAPE Capacity Friction VEL FLOW PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn FUSec (16) FLOW TIME Min. (17) REMARKS (18) INCRE-ACCUM MENT (5) HEATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) SCA. 301 302 300 0.090 0.900 0.081 0.081 0.000 6.000 6.230 0.505 666.491 666.000 24.554 0.020 15.000 Circular 9.894 0.000 T235 0.097 PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn FUSec (16) FLOW TIME Min. (17) REMARKS (18) INCRE-ACCUM MENT (5) HEATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) SCA. 401 402 EX. 400 0.140 0.340 0.048 0.048 0.000 0.000 5.000 0.238 665.866 663.700 108.293 0.020 15.000 Circular, 9.894 0.000 3.382 0.534 INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE E1EV. DW. PIPE Do (In) DESIGN DISCH. Qo (CFS) LENGTH PIPE Lo (Ft) FRICTION SLOPE, SFo (FT/FT) FRICTION LOSS HF (R) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Elevation Rm Bev Comments Vo Ho (R) Ci Vi OVi Vi*22g Hi Angle Fitt H 1.3 Ht 0.5 Ht 202 667.4 21 5.14 15.43 0.09% 0.01 8.02 0.25 4.23 5.98 25.34 0.56 0.19 29.8 0.19 0.64 0 TRUE 0.33 667.73 673.19 OK -5.46 204 668.09 15 4.23 71.09 0.37% 0.26 5.98 0.14 4.61 6.1 28.16 0.58 0.2 70.94 0.35 0.69 0.9 TRUE 0.71 668.8 673.97 OK -5.17 206 668.9 15 4.61 63.43 0.43% 0.28 6.1 0.14 2.79 9.05 25.23 1.27 0.45 8.39 0.17 0.76 0.98 TRUE 0.77 669.66 672.83 OK -3.17 208 669.66 12 2.79 54 0.52% 0.28 9.05 0.32 1.61 8.42 13.54 1.1 0.39 25.43 0.33 1.03 1.34 FALSE 1.63 671.29 676.21 OK -4.92 210 671.69 12 1.61 30.08 0.17% 0.05 8.42 0.28 0 0 0 0 0 0 0 0.28 0.36 FALSE 0.41 672.1 677.18 OK -5.08 INLET INLET OUTLET WATER DW. PIPE DESIGN DISCH. LENGTH PIPE FRICTION SLOPE, SFo FRICTION LOSS JUNCTION LOSS FINAL Inlet Water Rm Comments 1.3 0.5 OR STATION SURFACE Do Qo Lo HF Vo He Qi Vi OiVi Vi*2/2g Hi Angle Fitt H Ht Ht H Surface Bev JUNCTION E1EV. (In) (CFS) (Ft) (FT/FT) (R) (Ft) (Ft) Elevation 302 669.32 15 0.5 24.55 0.01% 0 4.24 0.07 0 0 0 0 0 0 0 0.07 0.09 FALSE 0.09 669.41 672.99 OK -3.57 INLET INLET OUTLET WATER DW. PIPE DESIGN DISCH. LBJGTH PIPE FRICTION SLOPE, SFo FRICTION LOSS JUNCTION LOSS FINAL Inlet Water Rim Comments 1.3 0.5 OR STATION SURFACE � Qo Lo HF Vo F(Ft) Qi Vi OiVi Vi*?J2g Hi Angle H4H Ht H Surface Dev JUNCTION E1EV. Qn) (CFS) (R) (FT/FT) (Ft) (Ft) Elevation 402 664.7 15 0.24 108.29 0.00% 0 3.38 0.04 0 0 0 0 0 0 0 0.04 0.06 FALSE 0.06 664.76 672.58 OK -7.82 INLET o w¢ � x c4 � ¢ U ¢ " Evi E � � zx� o 5 � w 5 rWd ] � �� F F �� a F 6 � ¢ � F O F 3 � 3 O q � � �� � � z � w a w � w � r 5 Sag Inlets Only W W w w Z w w w Z � 0 � o l �, ca4 100 DI-1 2.000 0.050 0.90 0.045 ORIGHT 0.150 0.25 0.0375 0.083 4 0.332 0 0.332 0.0100 2.000 2.000 0.977 0.325 0.007 0.08392 BHt. 0.05T 202 DI-3C 8.000 0.120 0.90 0.108 Back/Lt. 0.000RIQ-I 0.180 0.25 0.045 Back/Lt. 0.153 4 0.612 0 0.0200 0.0200 2.460 2.000 0.81301 0.0833 4.165 3.52 Back/Lt. 0 4 0 0 Ahead/Rt. 0.612 0.0200 8 0.612 0.968 0.160 0.333 0.48048 2.968 4.032 Weir Flow 204 DI-1 2.000 0.040 0.90 0.036 Back/Lt. 0.000RIQ-I 0.460 0.25 0.115 Back/Lt. 0.151 4 0.604 0 0.0100 0.0208 3.495 2.000 0.57225 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 0.604 0.0100 2.000 2 0.604 1.410 0.166 5.409 5.647 Weir Flow 206 DI-3B 4.000 0.160 0.90 0.144 Back/Lt. 0.000RIQ-I 0.260 0.25 0.065 Back/Lt. 0.209 4 0.836 0.022 0.0100 0.0360 3.b05 2.000 0.55479 0.0833 2.31389 3.14 Back/Lt. 0 4 0 0 Ahead/Rt. 0.858 0.0100 4 0.858 1.607 0.288 0.333 0.864865 3.607 3.720 Weir Flow 208 DI-1 2.000 0.130 0.90 0.117 0.000RIQ-I 0.070 0.25 0.0175 0.135 4 0.54 0.035 0.575 0.0100 2.000 2.000 0.961 0.553 0.022 0.11542 BHt. 0.082' 210 DI-1 2.000 0.120 0.90 0.108 ORIGHT 0.300 0.25 0.075 0.183 4 0.732 0 0.732 0.0100 2.000 2.000 0.952 0.697 0.035 0.13258 BHt. 0.096' 302 DI-3C 6.000 0.090 0.90 0.081 Back/Lt. 0.000RIQ-IT 0.081 4 0.324 0 0.0200 0.0200 1.b64 2.000 1.20192 0.0833 4.165 3.52 Back/Lt. 0 4 0 0 Ahead/Rt. 0.324 0.0200 6 0.324 0.718 0.160 0.333 0.48048 2.718 2.993 Weir Flow 402 DI-1 2.000 0.020 0.90 0.018 Back/Lt. 0.000RIQ-I 0.120 0.25 0.03 Back/Lt. 0.048 4 0.192 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.192 0.0100 2.000 2 0.192 0.581 T > 8.0 ft EX 400 DI-1 2.000 0.380 0.90 0.342 Back/Lt. 0.000RIQ-I 0.440 0.25 0.11 Back/Lt. 0.090 0.20 0.018 Back/Lt. 0.47 4 1.88 0 Back/Lt. 0 4 0 0 Ahead/Rt. 1.880 0.001 2.000 2 1.580 2.661 ft L •'Y ��pLT H pF yr • �C� �^ CLINT W. Z �.. S F LET > _ 208: DI-1 r0 _ : • cc o o m C) STA 12+08.96 x o �'o Lie. N. 54390 Qr t o o t o TOP 676.21 o W �Q 6-8-2022 4V vo VM vo r s�: M O M N o 00 M u� INV IN 670.89 (209) o o (o rn ro r G• °0 vt o (o �+? rn Co 0? a6 INV OUT 670.79 20 q r (o "'. co /r .S/ �� o°' m r Co M m ( o� m o6 • 01AL ii N r v) OD r (o m °0 °0 0 C1 0 M 00 0 u7 (O /// •,� 200: ES-1 for 21 inch Pipe CI) } ri + rS F (n } N -CoH 210: DI-1 0 + F + N r. STA10+05.00 o�(oz O O�(oz 0 O�(oz STA12+39.04 a�(Oz0 p1(o0 TOP 667.92 C, > > Q CL �O Q CL TOP 677.18 a a » i� a a > ��0 0�0 x�O o�0 INV IN 666.00 (201) Cm U) Z N d) H Z Z N (n H Z z INV OUT 672.39 (209) W U) f- V N H z c E 680 1 680 680 680 N N N C > E w a' yE LU Lccw O r Ow K wl L 00 a � — M Z w�—(++ O U` Lu N d 3: wM o x (Un gQaLL 0 v V > `O O W W cN > Z Z � Be o w 2 2 mH » Be vi as � O O W W x (n () O m (u (u x H w (V (V w F h z 0 n DATE 21212022 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 11+50 }0 DRAWN BY STR 200 - STR 210 STR EX. 400 - STR 402 PROFILE K. FLYNN HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE 1 "=50' a • U 0 o L 00 (0 (o �� a _ c N o � Co 1 ��F ^ D0CDz0 Ce) 0 Ca CL O (� oH0>> No FO> F O) �OFZZ �fnHz Lo 675 675 Co CD Lq Co 000CDCoo 300: ES-1 for 15 inch Pipe (M } N F STA 10+04.00 p m 0 TOP 667.38 i� Q IL > INV IN 666.00 (301) mU))�? 675 675 (/0 ui V n O I� a ° J oC W ° 0 'vol� J Lu L N Co CL _jL Q I� O (n w J LL O r a u w w F 0 O 0 F d m O 0 9+50 10+00 11+00 9+50 10+00 11+00 11+50 STR 300 - STR 302 STR 100 - STR 102 o HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 t 0 5 d n d JOB NO. U 0 48757 m 0 50 PROFILE SCALE SHEET NO. M C7.0 01 PROPOSED G DE EXISTI G / 675 G DE / 675 2.5'Mi � 9 209 OF 670 670 20� 1y �OOIo OF C� - - 205 oo 54� NOP 203 63 43' OF 15� 00°I A. 71.09' OF 15" HDPE @ 665 0 665 15.43' O 1.00% HYDRA LIC 21" HDP GRADE ME 2.00° 660 660 NOTE: PROVIDE ATER-TIGHT EALS/JOINTS TALL 655 CONNECT ONS BETWEE PIPES &STR STRUCTURES 655 PROPOSED GRADE EXISTING 670 GRADE 670 HYDRAULIC GRADE LINE 665 301 665 15" NpPE �200% 660 660 NOTE: PROVIDE WATER -TIGHT SEALS/J INTS AT ALL CONNEC IONS BETWEEN 655 PIPES & TRUCTURES 655 EXISTING � GRADE / 675 675 PROPOSED GRADE 670 670 2.5' MIN 665 665 401 HYDRAULIC 10 HpPE GRADE LINE 1 2 00% 660 660 NOTE: PROVIDE TER -TIGHT EALS/JOINTS TALL 655 CONNECT ONS BETWEE PIPES &STR STRUCTURES 655 PROPOSED GRADE 670 670 \ EXISTING \ GRADE 665 665 sso sso O 20P� 90 N 1 a 0°I° �y0 655 655 NOTE: PROVIDE ATER-TIGHT EALS/JOINTS AT 650 CONNECT ONS BETWEE PIPES &STR STRUCTURES 650 L 0 PLANT KEY TREES BOTANICAL NAME ACE BUE ACER BUERGERIANUM NYS SYL NYSSA SYLVATICA PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS QUE RUB QUERCUS RUBRA EVERGREEN TREE I BOTANICAL NAME ILE SAT ILEX OPACA'SATYR HILL' FLOWERING TREES BOTANICAL NAME AME BBB AMELANCHIER ARBOREA •AUTUMN BRILLIANCE• CAR CAR CARPINUS CAROLINIANA CER FOR CERCIS CANADENSIS FOREST PANSY' TM COR FLO CORNUS FLORIDA MAG SINE MAGNOLIA VIRGINIANA I SHRUBS BOTANICAL NAME CAL KAR CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' COP OCC CEPHALANTHUS OCCIDENTALIS ILE BUR ILEX CORNUTA'BURFORDII NANA' ILE HOO ILEX CRENATA'HOOGENDORN' ILE GLA ILEX GLABRA I ILE WIN ILEX VERTICILLATA ITE NLA ITEA VIRGINICA'LITTLE HENRY' NOTE: MAH BEA MAHONIA BEALEI I -VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM 1 BROWNSVILLE RD THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MIS MOR MISCANTHUS SINENSIS'MORNING LIGHT' I STATE RTE. 751 I / VINE BOTANICAL NAME I 30' PRESCRIPTIVE R/W EXISTING/ BOUNDARYLINE GEL CAR GELSEMIUM SEMPERVIRENS _--6�w—(4)ACEBUE 6" T s^w s••w 6^w— 6'w 6„ ---- ROD 6" W — — NAIL (12) ITE BUENLA I I PIP - NAIL — — — W — - END. I (13) ILE SAT SET - FIND. L- y - - I - SET _ (1) QUE PHE GROUND COVERS BOTANICAL NAME I (15) MAH BEA N89°59'30"E 2 0.80_ (10) I� L r _ (11) ILE WIN _ \ L N85`0000 E I (5) CER FOR EOP Q (1) MAG SWE_ - (14) ILE GLAj / CAR PYL CARER PENSYLVANICA Z CAR STR CAREX STRICTA T� (8) ILE SAT - - - (28) ILE BUR O _ y ECH PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' EXISTING ' �' / / — — • 'lJ I \ RUD AMP RUDBECKIA AMPLEXICAULIS VEGETATION ' r' ' ' — — '� — —do0 — �' t — _ \ I TO REMAIN r r ' �� P• —. • _ � h — , � —1 � \ � � � � SED ALIT SEDUM X 'AUTUMN JOY' / ®\ I OHP / I, I (15) ILE BUR \(6)ITENLA <7 NAIL II 1 \ I \III • /' - - 7a' \\ (5) NYS SYL;; SET \ III II III III \I II II / '/ ,/ / ''- � ,''•. � �'� _ _ -- �- a � __ �� �� \ NAIL III I IIII • • � � / / i � / � ... � ��r - _- A v � �\ �\ �'� \ I p IIII \ I I 1 -67,Y ��, ,': • ^ 674 � � \ \ \ -� \ I I- - � II ROD �� '' ' -I - ' - 6' (57) HYP CAL \\ ' SET I SET I p / / / ' I , ' ; - (28)ILE WINI I (41)HYPCAL �9 00 (2) NYS SYL . n� i ' I I 41 HYP CAL - - - _ (105) RI AMP I GI 1 MpNAG D SLOPE I I O II 6 I P C m ON I I!" �o r r ' / _ ° - (2) QUE PHE yl I rn p7 �frl- _ ' - - I coma =--_-----____=== �==========_ - = = =- L' o (1) UE PHE _ 69 / 0- (6) AME BBB ' I v v � C� - - / �dI \ (5) QUE RUB I o , (44) ECH PUR II (3) CAR CAR I _ - -._ n. :' a i i' ' (84) CAR STIR / / % MAA14r;ED,SILOPES (TYP.) � (52) RUD AMP \ \ I I \ � TP . •� �- r r ii (30) ITE NLA �. • r / r // ii ii --68 \ � � �. w. MULCHED ..��p�) ��-oo �i •�/ 777777_ .Y\ � � � � e 3 . - - -• Y W,� 'Y ♦ +Vj.r ... 1_ ��r ``.``R``6`V/ /`c 1' �{fk IIF +�'E.00`.c �v 111A w- S • !/ tee• 1 •yq�rlor 1 _ .-.. •_ �f •e i•.• .• .• J.i �L•J.•1`31 .L 1.I2•. .L•. . ` ' •I. �-_rp -� Y r� [ < oF.'� i F _ L- �'•�'Ii�PPPP•-•3.i + \•�'V`:�•. ... 2Ja�:/�r.: 1.. _ .. ......- a -. .:. ...... •ei•o.....e..o.. e..._. .... ..-.-...o. ..J .. ,•i•. ...�.L!i i. !i�i ::. �. l:_� 1•:�+'.` •�3�•�•�1�•••. �...G•3 _ ...1�-.. ....... :.._ rg �y. Pam..❖. �.•••t�� i.•••• �.31•••.�.3••.�.••❖.••; /- :�tLt�N I O. �...•.!♦ 0. �..\•.�� ��� �� �� VI ' :a9:c:uS��6 .�_ \ s ••�e••4MOcMOq �.`.� `I-...�3��1 i._ �•3♦ 333.3NNS -Kr•- Ik�i:'tl _3 r�.�. ♦. a•i ► _� > :��".' .7cii.•' z. �O1e. -!L 2H. _ _-__ -.. _O\\C1=-'--- --_xeo•�.w -OROS klp...:��. I \ .ROD SET- 6 - �- W TV UGT_ . I 12�W - - - - - _ - _12W"= - ' - - - - - EOP - 3 ;I I 6 Y `(2g) ECH PUR (45) LIR BIG FISH GAP TPKE - - z \ _ _ 1 r (35) SED ALIT _ , _ • — J I \ _ _ (41) LIR BIG (30) ECH PUR U.S. ROUTE 250 114 — y (53) SED AUT ' (34) CAR STR (57) CAR PYL ( )CAR PYL / (35) MIS MOR (28) ILE GLA i I (75) CAR PYL VARIABLE WIDTH R/W (19) GEL CAR (79) ILE HOO (10) ILE BURS' n _ _ (29) SED AUT (36) CAL KAR —(22) ECH PUR z (45) CAR PYL 3 � I I n - - - - - - - - rtr C � I STORM CULVERT \ / / STORM CULVERT g � II II - - LI o -\ iD iD n � 1 3 \ I1 \ I —1 —12"W -. (13) COP OCC (13) PLA OCC (15) COR FLO — — — — — — — — I — — SCALE 1"=20' 0 20' 40' W. R "C DI Wo. 1 06/08/22 0 E u N VI N C > E w a E W Q<j UEO W J-N M W N am, v z M 5n X c 6LL in V° LD C � rn O N M W J mH V) 0 x LD H w Lu x z O in Ix Z) Z O a LJ Lu w Z O U) w I w Q DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"=20' Lu V �zz ova ,0 > LL J D Lu ��U w Nmz J Q O J U JOB NO. 48757 SHEET NO. L1.0 a 2 a L x 3- 2" x 2" HARDWOOD STAKES County of Albemarle ROOT BALL Conservation Man Cheeklbl —To be placed on Landscape Plans (Handbook. pp 111-234-I11-297 for complete spedficalions) 12 GAUGE GALVANIZED WIRE I. 'rhe rollowhur Items shall be shown on the plan: 0 T rccs to he saved: ® Limits oideuring (outsiJe dripline of trees to b: suveJ l: 0 laxmion and type of protective fencing: 0 Onuk changes requiring Inc wells or walls: 0 Proposed (rertching of funneling heymtd the limits ofdtaaing. 2. Markings: 0 All trees to he saved shall be marked with prim or ribixm at u height dc:ol) visible to equipment operators. NEW 1/2" RUE 0 No grading hall begin until the tree marking hies been inspected and approved by a( ounly Inspector 3. Pre-Construclion Courerence: 12 GAUGE GALVAN 0 bee preservation and protection measures shall he reviewed with the cumracwr on site. ALLOW FOR SLIGHT h 4. Equip Deal Overation mail 5toraEe' 0 Heavy equipment, vehicular truffic and storage ofconswetion materials including uol shall not be permitted within the driplinos ortmes 3 2x2 HARDWOC to be saved. 2'-6" MIN BELOW STAKE SHALL BE 5. Sall Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect Imes to be saved. MIN. 18" OUT FR' AND OUTSIDE OF 6� 0 Fires are not pernimcd within I OU feet of the hipline of Imes to be saved. SET ROOTBALL FLUSH TO 7. Toxic Materials: 1-2" HIGHER IN SLOWLY 0 Toxic materials shall not be stated within 100 feet ofthe dripline of trees to b; saved. SOILS. DO NOT COVER TI 8. Protective Fencing: THE ROOTBALL 0 T rces to be retained within 40 feet of n proposed building or grading activity snail be protected by 1'cncing. RDDTFLARE SHALL 0 Fencing shall be in place and shall b: inspected and approved by a County Inspector prior to grading or construction. ABOVE FINISH 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to he saved. a tree well shall M provided and a construction detail PRUNE submitted for approval. 10. Tree Walb: 0 When the ground level must he lowered within the dripline a tree to be saved, a tree wall shall b: provided; and a construction detail submitted for approval. 11. Trenchiee and TunneOng: 0 When trenching is required within the limits of cicaring. it shall be done as far away from the trunks of trees as possible. Tunneling 1 :1 SLOPE OP under a large tree shall be considered as on alternative when it is anticipated that necessary trertching will destroy feeder roots. PLAN 12. Cleanup: SCARIFY SIDES BEFORE 0 I'rac;tivc fencing shall be the last items removed during the final cleanup. PLACE RO( 13. Damaged Trees: 0 Ddmagcd trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. UNEXCAVATED OR TAI NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVAIInN REQUIREMENTS. Alt ✓ter.!/ /� '7— Z0 ze VER SIGNATURE � (Is CI E) l V n V oSER SIGNATURE (DATE) 7 HEIGHT VARIES WITH PLANTS 12" MIN. 1 GROUND COVER PLANTINGS 5/t/06 Pdge I o' I EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THf TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOPy3 OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS -W CROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT Canopy (sf ACE BUE 4 ACER BUERGERIANUM TRIDENT MAPLE 2" CAL. B&B 500 NYS SYL 7 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 1,057 PLA OCC 13 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3.5" CAL. B&B 19,175 QUE PHE 5 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 2,095 QUE RUB 5 QUERCUS RUBRA RED OAK 2.5" CAL. B&B 2,405 EVERGREEN TREE QTY I BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT ILE SAT 121 1 ILEX OPACA'SATYR HILL' SATYR HILL AMERICAN HOLLY 6'-7' HT. JB&B 12,688 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME BBB 6 AMELANCHIER ARBOREA AUTUMN BRILLIANCE- AUTUMN BRILLIANCE SERVICEBERRY 6'-8' HT. B&B 780 CAR CAR 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 6'-8' HT. B&B 387 CER FOR 5 CERCIS CANADENSIS FOREST PANSY' TM FOREST PANSY REDBUD 6'-8' HT. B&B 620 CDR FLO 15 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 1,860 MAG SWE 17 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6'-8' HT. IB&B 1791 TOTAL = 32,328 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAL KAR 36 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 24" HT./SPRD. CONTAINER 36" D.C. COP OCC 13 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 30" HT./SPRD. CONTAINER 72" D.C. ILE BUR 63 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" ox. ILE HOO 79 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER 36" D.D. ILE GLA 42 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" ox. ILE WIN 39 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER 48" D.C. ITE NLA 48 ITEA VIRGINICA'LITTLE HENRY' VIRGINIA SWEETSPIRE 18"-24" HT./SPRD. CONTAINER 36" D.D. MAH BEA 15 MAHONIA BEALEI LEATHERLEAF MAHONIA 24" HT./SPRD. CONTAINER 72" D.D. MIS MOR 35 MISCANTHUS SINENSIS WORNING LIGHT' MORNING LIGHT EULALIA GRASS 24" HT./SPRD. 48" ox. VINE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING GEL CAR 119 1 GELSEMIUM SEMPERVIRENS JESSAMINE ESPALIER 11 GAL. ICONTAINER 48" O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR PYL 291 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 4" POT CONTAINER 18" o.c. CAR STIR 118 CAREX STRICTA TUSSOCK SEDGE 4" POT CONTAINER 18" o.c. ECH PUR 125 ECHINACEA PURPUREA CONEFLOWER 4" POT CONTAINER 18" o.c. HYP CAL 139 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 4" POT CONTAINER 18" o.c. LIR BIG 86 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 4" POT CONTAINER 18" D.C. RUD AMP 157 RUDBECKIA AMPLEXICAULIS BLACK-EYED SUSAN 4" POT CONTAINER 18" D.C. SED ALIT 117 SEDUM X'AUTUMN JOY' AUTUMN JOY SEDUM 4" POT ICONTAINER 18" D.C. GENERAL NOTES LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 13 LARGE TREES ROCKFISH GAP TPKE 470 LF WITH INTERSPERSED 470/35 = 13.4 13 LARGE TREES 15 FLOWERING TREES FLOWERING TREES 1 LG TREE PER 35 LF 5 LARGE TREES CROZET AVE 167 LF WITH INTERSPERSED 167/35 = 4.7 5 LARGE TREES 6 FLOWERING TREES FLOWERING TREES LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 12 PARKING SPACES 12/10 - 1.2 1 LG. SHADE TREE 4 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA a per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENTS REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5 % GROSS PARKING AREA 6,922 SF 6.922 x .05 = 346 SF 346 SF 517 SF TREE COVER CALCULATIONS a per Sec. 32.7.9.8 of the Albemarle County Code SITEAREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 2.56 AC (GROSS SITE 10% COVER 2.56 AC x .1 = 0.256 AC 11,151 SF 32,328 SF AREA) - 11,151 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PRE -CONSTRUCTION a CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. a VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. a PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. a PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION a LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" a LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. a INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. a CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. NO. ) 06/08/22 M E 0 N U N C > E w o E W Q w U. tj O pow 0 m fifQ< j U 00 w J — N h, WN N v 4� 't 3: j net N LL 0 Q � Vm LD > C � rn O N at 7 & M a� W J mH INSPECTIONS/GUARANTEE a UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. a ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS 0 RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR a PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. a REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. H Z O a_ U (n w Z O U) > w DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1 "=50' V/ J LU H1 < Q 0 a 0 Z 0 (D z Vl Q LL (n J :5 LLI W U U U)w0 <z Uj Nco Q 0 Q oC U U z Q J JOB NO. 48757 SHEET NO. L2.0 L