Loading...
HomeMy WebLinkAboutWPO202100059 Plan - VSMP 2022-04-15LT 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: 97,000 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 NEEDED FIRE FLOW: 2,000 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 ADT AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL Proposed Develornent Mini Warehouse ISI 90,000 1 SF '36 `i 1 4 9 / 8 15 IOTA L 136 5 1 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 CO.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 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 Albemnrle roSf i ServiceAuthArity Hydrant Flow Date 8/25/2021 Test Report �mspaw aonwdnsve. vn Tryn IaN19l]atn Location ROCKFISH GAP TPKE CROZET Pressure Zone Crozet Service Area Date and Time of Test 8/25/20219:56:00 AM Minutes of Flow O2 Pipe Size (inches) o Pressure Hydrant 10098 Static Pressure (psi) 101.2 Residual Pressure (psi) 50.7 lid Q20 Looped L1 02D Multiple lnline Hydrants 110120Single Flow []Sprinkler Test Single Flow Flow Hydrant #I F0099I Pith Pressure #1(psi) F 37.3 Yellow 1 ❑ Test Flow 1 Flow HydrantU I 11523 Pitot Pressure g2(psi) 39 Yellow ® Test Flow 3053 Flow Hydrant e3 10097I Pitotleressureg3(psl) 23.7 Yellow3 EZ Test Flowil 810 Total Estimated Flow(gpm) 2716 AWWA Q20 Calculation(gpm) 3669 (Hovalueln m8'nd"[ales"nsuHl[len[prmsurebapb[O]80PaalespMYJtt M..I Comments Hydrants opened all the way. uxamnhd No wrylM1o[PwxM16a.N POAaNdMuu,.xew. tl..109 MlNaaNH aaaannan aa eMeM a Estimated Consumption (gal) 5432 Poruseforwaterau,a Signature of Tester: AI Epsae TOTAL NUMBER OF SHEETS: 17 628 - 628 Ng I l ^ UHyydrant zi avi e, Ownenthip 'y Na11n SBN .AC9PGNnM �- 540 668 1b11n 5ervke. P�IveW OwnertM _ O \ n... PXveb 0--hip Au .-a- _ iA06AFInluna CSA water Main Ownerhip 6M's]56 �\T, 'Ss Ir.al bOYrersBk M In 6>6 IIIIIY 1YPe aeTs � � �5]W I.IX ree " ndF `f°o Flow Hydrant s66p 6" BROWNSVILLE RO OT51 s oe a T6 snl sum . 10097 Test Hydrant91 009 56912„ 5666 66a 152 009 661 66B g- �6]2 ROCKFISH-6AP-TPKE-0250-668 - Flow Hydrant ssg Flow Hydrant I �e9A o r �eL Vws. 5646 TBFn qo � em sws s6'v m4 ewt Grz ...�aaaaaa aa... a . nre a. a. w- - .a I�wapm_nten w.nw.'namwme.-.... Albemade County t na-aaem w �e. -ana'mmpga" mm,w.ad�aa� mmgw"nurwwsb9wKammwm[Madsaml"ueebee 5 Service Authority ananm`armMre,"m"m�auau�aaapmamnm�eaPmM"I"rmdamea.mi.fim. fagetleana'an eE 0 100 200 300 400 Peel an"wne"�'mrma�aapa.w .:o-nn31r_:nm, CLINT W. S FFLET a Lie. N 54380 ACC 4-15-2022 �v N Z 0 Z O a U U Ln W Z O Z1 L > O w U 2 O U w a 0 LLI DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU � a Iti 0z l l^� Y / \ / J LU LU o i OLU a LU LU Ncc w J 0 a Q� U JOB NO. 48757 SHEET NO. C0.0 L LEGEND ROADS mSTORM PIPE & STRUCTURE NO. F�O�� DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK . . CLEARING LIMITS - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION O PARKING COUNT SEWER �S------ EXISTING SANITARY SEWER WATER EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT 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) COUNTY OF ALBEMARLE Department of Community Development P 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. 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 BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. LT CLINT W. S FFLET >� • Lie. NarS4380 �4 4-15-2022 �<v� 10!1AL ^� E 0 o N � N Q O > E w v E : w >w 3 Q LL 3 p LL O- wO `mom 0 W L M Q�_j U00 J - ui M rn C7W NV w IT 30'x LL p Q v U-) Fv >M c EMO1 N W M a� 00 J am O oc 0 N Z O E E U U) LU p V) Z O W U w � U O a O V) j W w Q p DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU ( V < a J 0 Q > LU LL } 0 J o 0 W U Z w N co Q � z U JOB NO. 48757 SHEET NO. C1.0 L m EXPANSION JOINT WITH / .;j,pLTH OF��. PREMOLDED EXPANSION 1/4" SEALANT TOP OF CURB / R=2" I '% FILLER, "ZIP STRIP" OR 1 i NON -SLIP BROOM FINISH EQUIV., SEAL WITH \/�\/�\ • CLINT W. WWF 6x6 W2.9xW2.9 SILICONE SEALANT . 2 j� j� ° 6" �f� % S FFLET > N . 54JS0 4 ' 10" 3,000 PSI AIR ENTRAINED PORTLAND \/�� /�� / 4-15-2022 w� CEMENT CONCRETE:::::::::::::::::SURFACE::::::::::::::::: l�s ��I���O!1AL'��1••• 0 0 6" TYPE 21A STONE COVER BASE ^� E . �\��%�/\\/�y COMPACTED SUBGRADE (CBR 11.2) VDOT A-3 CONCRETE 0 N o SUBBASE N � E DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w v E CONTINUE 21B STONE BASE FROM N ¢ u o 3 HEAVY DUTY CONCRETE SECTION ADJACENT PAVEMENT SECTION o w — w O 6 ` UNDER CURB, 6" MIN. DEPTH s W L No Scale a J _ N VDOT STANDARD CG-2 CURB a 5: N N Z F a M a No Scale SIGN �'s� � LL V Q STD. U POST ur) X v ry Z Z GALVANIZED = ¢' O W 2 R �4" ~ c ° N .N. > Lu p ° . CONIC CURB AND GUTTER CLASS 3A, wM a � U (Pc=3,000 PSI) CONCRETE o w 2 �H 6'-8" MIN. / W a 13" ° d . 4 d' ° M REFER TO VDOT STD STP-1 DETAIL a . d ° 7" xj ° : ° ° ° O FOR MOUNTING REQUIREMENTS a.. .. ° ° d .. .. a� ° °.. 4 EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) ° .. ° d / 4 ° ca O F W 3" CONCRETE COLLAR 0 w ry N --—CRUSHED STONE BEDDING .' 6" MIN. � F j 6" DI CLEANOUT Q O O DATE CONTINUE 21B STONE in COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL PLOFUNE D SUBGRADE PAVEMENT SECTION o 2 2/2022 / UNDER CURB > No Scale DRAWN BY AWED PESETYM CLEANOUT DETAIL K. FLYNN VDOT STANDARD CG-6 CURB & GUTTER No Scale PAWM PAWM DESIGNED BY No Scale • • C. HTT SIGNAGE NOTES:m m • CHECKEDY BY B :...:...:......:...:...:......:...:...:.... 2" ASPHALTIC CONCRETE SURFACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITHLTYLTM COURSE - SM-9.5A • C. SHIFFLE7T THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY • SCALE REVISION THERE TO: $100-$500RE SM $500RE � A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TOW AWAY ZONE TOW AWAYZOhE 8" TYPE 21-B AGGREGATE SUBBASE COURSE • B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. • VAN '\//\//\//\//\//\//\//\//\� C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 6'-8" MIN. ACHE 6AB MIN. VE COMPACTED SUBGRADE D. THE 2018 INTERNATIONAL FIRE CODE. F NBSOHED F NBSOHED (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 QLLO 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. 24" STOP�P-) SOLID WHiiiilmf 2" ASPHALTIC CONCRETE SURFACE COURSE EDIA 5A 3" INTERMEDIATE BASE COURSE - BM25.OA PARKING SIGNS FOR THE DISABLED No Scale w No, V 12' STD. 8" TYPE 21-B AGGREGATE SUBBASE COURSE Q (VARIES)CONCRETE R1-1 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) \\/\\/�\\/�\\/�\\/�\\/�\\/�\\/�\\ O z (D NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING NO SCALE HANDICAP SIGN LOCATION (TYP.) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) > I_LI 0 2 2' 2' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LL z SOLID WHITE LINE �} } _j 5 C)EOP FACE OF w O PAINTED o 18, 18' cuR6 HEAVY DUTY ASPHALT PAVEMENT SECTION U)J Q No Scale PER 6 4 SPEC. PAINTED Q 2: v STRIPE (TYPICAL) w m Q W 2' 2' 8 5 8 8 8 ��� TYPICAL VAN NON -SLIP BROOM FINISH O O 4" DIAMETER STEEL (TYP.) (TYP.) ACCESSIBLE ACCESSIBLE Z PIPE FILLED WITH HANDICAP SPACES REGULAR SPACE U CONCRETE. BOLLARD SHALL BE PAINTED STRIPING AND SIGNAGE DETAIL VARIABLE u MAX. CROSSSL/oIOPE2 TYPICAL PARKING SPACE DETAILS YELLOW No Scale No Scale 4 a .. PAVEMENT 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2'-0" DIAMETER 7-1/2" 6' LENGTH 4" 3,000 PSI AIR -ENTRAINED CONC. FOOTING CONCRETE e ° 6 5 COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER � Ep EXISTING AGGREGATE BASE \// ANCHOR WITREBAR IMBEDDED 4H IN GROUND; COMPACTED SUBGRADE 2 PER WHEEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' ACCORDANCE WITH VDOT STANDARDS. MILL AND OVERLAY SEQUENCE: IL COMPACT //\// //\//\// ROLL TEST IST NG BASE r EXISTING CO RSE HEN PLACE \��\//\\/\\ \ '//�\//\\/ ti JOB NO. u 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. C1 1 No Scale No Scale No Scale No Scale No Scale . m 0 3 D 7 00 vX 2 �z .2o o� c mw a w c m m D O 3 in z„ 0 � a o r �3 n dm 2 :2 FillN d X = L j g„ 0 = Fill 8 d� Eg 8M 06 a c �a 10 a 0 w o Fill a � c m m c o c � m a0 c E F_ L GENERAL 1. MEl1gD '•A'• PIPE BEDDNSHALL WE SHBE USED FOR ILL TYPES OF PPE CULVERTS WITHIN THE APPLDABLE HEIGHT OF COVER RARE NOTED N THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE vLMS. 2. H • HEIGHT OF COVER LEARNED FROM TOP OF CULVERT TO FNSIED BIDE. 3. D - ExcAvATHIXI DEPTH As sHOwN DM PLHA B To FNM EENNG sm. CIRCULAR PIPE 1. D - OUTSIDE DIAETER OF PPE. 2. d - INSIDE DIAMETER OF PPE. 3. X - WIDTH OF CLASS I BMKFLL MATERIAL BEYOND THE EXTREMITY OF THE PFE, % - 12 WHERE N s LESS THAN 38". IS X 18" WHERE N W" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATEPoAL MAY BE MARIAM FOR ENTRANCEPLASTIC PPE( SWITH %- 30 � LESS N DFOUNDATIONS UAETER MIGHT V R MS. S. MATERIAL MAY SE USED INLIEU OF CLASS I BACKFILL MATERIAL FOR 5. REGULAR SACKFI L. ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND IESS IN DIAMETER WRAP HBGHT W COVER 15' B LESS. 2' 6. SEEING MATERIAL AND CLASS I BACULL NATEPoAL MAY BE ELNNATED FOR SHOULDER SLOT INLET (DI-13)OUTLET PIES INSTN.LATION6. ELLIPTICAL PIPE 1. S1 - OUTSIDE SPAN IMMERSION OF PIPE. , 2. S2 - NSDE SPAN DMENISION OF PIPE. 3. R - OUTSIDE RISE DIMENSION OF FIFE. TR/NSIIB BE'11YFD! FIE DIAETERS WHEN L X • WIDTH OF CLASS IBMKFLL MATERIAL BEYOND THE EXTREMTY OF THE PIPE. DIFFERENT SIZES OF XX - 18ARE" WHERE BE IS LESS THIN N". PIPES AENCOUNTERE % 5. WHERE DIRECTED" • WHERE sp IS 36" AND GREATER IB" THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FORNORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 b M" B LESS AND HEIGHT OF COVER 15- OR LESS. 6. REGULAR BACIFLL LUTEPoAL MAY BE USED IN LIEU OF CLASS I BACKFILL MAIERW. FOR Nl FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND NOTES HEIGHT OF COVER IS'CR LESS. SNIPING OF MANHOLE AND NET THIS DRAWNc IS TO APPLY TO ON PLANS OR WHERE INVERT OF PIPE ARCH STRUCTURE. MANHOLEMEET L S - SPAN DIMENSION OF PPE. IN WITH MIN- LI81 THE INVERT SHAPING AS DETNU 2. R -RISE DIMENSION OF PIPE. CONCRETE M 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL CLASSPORTLANDCEMENT CLASS ClC1, EXCEPT THAT 25X OF TO 4" IN DIAMETER MAID COAL 4. % - WIDTH OF CLASS ISMIFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. SHAKEN CONCRETE OR BROKEN BR SHILL BE LEFT SMOOTH BY ME % - 12" WHERE S IS LEM THIN 36". 2 % • 18" WIEPE 52 b 38" M10 GREATER OF THE COARSE AGGREGATE SW INVERTS N ACCORDANCE WITX THOSE STRUCTURES UCTRES SPECIFIED PCIED `I SLOPE TO GRAIN TO INVERT OF CUTLET PPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO CRAM 1, TO INVERT OF OUTLET PIM N EXAMPLE PURPOSES PETALS OF ° 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE RMIMATED FOR DETAILS E BARING AS SHOWN HEREON ARE FOR ERAM /C11 MANHOLE OR DROP INLET IS TO BE SHAPED NGINAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS W' B N)NWNLY TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS AND HEIGHT OF COVER 15' OR LESS. CONFIGURATION AND ROW LINES. SECTION B-B B. REGULB AR BACKFILL MATERIAL MAY BE USED IN LEM OF CLAM IBIGI(FLL MATEWIL FOR PLANPLANALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" LESS AND HEIGHT of COVER WOR LESS. METHOD OF TREATMENT IN MANHOLES :IFICATpN `VDOT `VDOT SPECIFICATI EwEHCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAR AND BADGE STANDARDS Ron An BRIDGE STANDARDS STANDARD METHOD OF SHAPING RERREW W2 GENERAL NOTES REVISION DATE SHEET 1 a 1 SHEET 1 B I REMSgN DATE MANHOLE & INLET INVERTS 302 3G3 VIRGIHIA DEPARTMENT Di TRANSPORTATION D].00 VIRGNA DEPARTMENT OF TRANSPORTATION OLOB • 1 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 i 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 WATER 2500 P.S.I. CONCRETE THRUST BLOCK d-1 Y. SECTION CAST IRON I YL sECrDN STEEL NOTES GII 30, 3C EXPANSION KEYED 21_71. FOR DETAILS OF INLET JOINT COAST. ROM, „ EXPANSION JOINT P-10" FRAME M COVER BACK OF SDEWALK >! JOINT BAR$ ,yNITpERP[[ LUGS CAsn WWIHBE L M/E• [ 2Yj' [ YP L DEPTH OF INLET (H) TO BE SHOWN ON BEE STANDARD IC-2. AR G WT EF a COLLAR r -A 7I 10'-4" LONG MADE FOR dDEPPTH GREATER THAN 10'ME BARS 0 4^ •• 2•• EF A _ _ A B IN OPTIONWIL BRIDE MISS H CAST GALV. WONSL TEE W t 3 LEs 43.6 LBS INCLUDING INCLUDING LUGS CONNECTORS IS - ' 1 2 ENSION SHOWN ON THE M'D SPECIFIED ON THE PLANS - ARS 6':8:'6'.' SIRS B & w BAR 2- 1 BASE H'NARDWARE _T WBESTANDARDS WLL BE MEASURED THE INVERT OF F I` N25 F �I �I , ♦ _ _ _ ONE ELDEO NIT O T TIE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS NE R i • W t S WEEPHHOLE APPRO%INANE ONLY FOR ESTIMATING I 11° SEE NOTE WELD ALL PHRPMES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS.mm 3. WHEN SPECIFIED ON THE PLANS THE •' I _ '• ISIFTS.Mlt INVERT 15 TO BE SHAPED IN N'WRDADE NOTE 5 WITH STANDARD IS-1 THE COST OF FWNISHING AND PLPLING ALL LNiM115 INCIDENT& TO THE SHAPING IS TO BE 81• '' 8" INCLUDED IN THE BID PRICE FOR THE �. IA.. [ 1Y4• [ 4" Yj' STRUCTUR x P' E SECTION A -A -0 J 6' MIN PUN STUD PLAN Lam' 1]" L 91/" CONNECTORS 4. N TIE EVENT THE INVERT OF THE (GRATE REMDVED) �M,pB��1�K I� -----� WIFILL PIPE IS HIGHER THAN THE E-A q KEYED CONST. JOINT � 01 IL A �T BOTTHE IT THE STRUCTURE, THE SH INVERT 1 L-VNNHLE - MAX. 20' _ WI THE CEMENT MORE SHALL BE VENTED CUTTER L WITH CEMENT MORTAR TO PREVENTTTER SECTION B-B STARING OR BINDINGCOS OF WATER HI THE I.. 2�' _1ti :NI I.S.T-8" �B V. 3'-0" Y' APPROACH • COLLAR DETAIL AND PTWE. THE COST OF FURNISHING I I MIN RAISED TO PLACING ALL MATERIALS INCIBENTAL a A GUTTER UTTERING IN NET SHARING E TO BE INCLUDED xv 2Y, N THE BID PRICE FEW THE STRULTUE. _ m I_ __^ ..•.•�•• DIMENSIONS FOR DIA.P NO WASTE BAN$ TO WATERWAYS 5. STEPS IRE TO ER PROVIDED WHEN M IS B S G 9 CAST IRON OILY STAND OR BEATER. FOR DETAILS SFE _ _ _ _} _ _ J STARTED LIMIT BAtS F BARS E �B ry W • DETAIL B S. THIS ITEM MAY BE PRECAST OR CART- WJ" DM1[TER , BARS E DETAIL A o 1 WEEP HOLE FRONT ELEVATION W� F B- T_8` 6- � B 2'-8" ).SMOOTH DOELS AT - - - - - - (GUTTER REMOVED( p 3'-T -� RIFE OETN BLAMEAPPROIN ALL 12" C-C TO BE TO ABUTTING CONCRETE TO PREVENT5XI/" BENT RATE 4 - SECTION B-B PLIDEO N ALL AREAS ADJACENT II11 :'..:... HE N A 2"ST NOTCH MAY BE PROVIDED. �' '' •.. ' SEE STANDARD i-DI-3, 4 FOR :. ALTERNATE DESIGN. C TYPE A NOSE DETAIL SHALL BE USED WITH CO-3 A CG-) STANDARDS. ,. L7/-Xp1C/" B. 3- DIAMETER WEEP IDLE 4" MESH TYPE B NOSE DETAIL $HALL BE USED WITH CG-Z 6 CS-6 6TNDNTP6, • TYPE A GKV S PLASTIC HARDWARE CLOTH • TYPE B %j' X 4" STUD SHEAR CONNECTOR WELDED �������������� WI GALVANIZED STEEL WIRE MNIMN WIRE VANIZE 0.03". NUMBER 4 MESH GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 05•30' TO ABLE RB AT Z'C-C. HARDWARE CLOTH ANCHORED FIRMLY CONNECTORS AND IS TO BE ANCHORED WITH %" % 4" STUD SHEAR NOSE DETAILS 1 TO THE OUTSIDE OF THE STRUCTURE. WELDED TO BENT PLATE AT 2'L-C. z• A 9. CAST IN (30 CONCRETE IS TO BE AV NT CLAIM AS E M TO PSU. FIECASi 01-3p u d-38 L d-3C V1q;PED PAVEMENT �.�L.��.��1�� 11 CONCRETE 5 TO BE 4000 PS. SECTION A -A Y DTI` + &j D. ANY ALTERNATE METHODS OF ANCHORME ONCRETE QUANTITIES FOR MIN.DEPTHSEE DETAL B MEETING THE APUTED F of THE ENGAST IR RYAY BE SUBSTITUTED FOR 11E CAST IRON WEI LUB AS SHOWN HEREON. ♦2" CONCRETE PIPE - 1.4,10 CU. YD. CBCRETE APP�CAST � R IN 11. DUP NO WASTE DRAINS TO WATERWAY ELM 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE T/�' i�'i' GRATE 363 4 IB LBS LETTERING b REQUIRED ON ALL d-1/\18" CONCRETE PIPE - 1.820 W. Y0. CI� 'll^ BATES. LOCATION OF LETTERING IIAYDETAIL WHEN USED 24" CONCRETE PIPE - LB1] CU. 10. CONCRETE - - VARY BY MANUFACTURER. SECTION C C SECTION D D FB usE B GBAAE$ ADJACENT TO CURB MINI FOOT OFFDDEPTH. GRATE DETAIL FOR USE IN SAS WITHOUT GUTTER BOTH SIDES TO BE SYLLMETRIM `VDOT SPECIFICATION `VDOT SPECIFICATION RDAD AND BRIDGE sTANOMOs STANDARD DROP INLET REFDEHCE ROAD ND RIDGE srrrDARos STANDARD CURB DROP INLET REFERENCE sNEET 1 DF 1 RFVISION DATE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 10, z33 SHEET I of 2 REVISION DATE 12" - 30" PIPER MAXIMUM DEPTH (H) - 8' 233 Dy,01 VIRGWA DEPARTMENT OF TRANSPORTATION 302 104.09 CRAIO VRGNA DEPARTMENT OF TRANSPORTATION 302 cG-n PB-I NO PROJECTION OF PIPE ABOVE GROUND LINE NOTE; WHEN A PEDESTRIAN ACCESS ROBE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR TOP OF FILL TOP OF RL TB OF FILL A WIDTH OF 5 FEET. w A ':STREET APPROACH SANE SURFACING GENERAL NOTES RAILS i0 BE AS S) o C AS MAINLINE ROADWAY (SEE NOTE 3) GROUND LINE x � BOUND LINE x BOUND LEE x SHOWN ON PLAINS) 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS TO BE AS OR LG-], THE CURB FACE ON THIS STANDARD IS TOWX SHOWN ON PLANS) BE MJVSTED TO MATCH THE MOUNTABLE CURBCG-2 CR W-8 ---CONFIGURATION.T1)/J /l EARTHROCK OR (EMTH LNYELDINC2. SEE STANDARD CC-12 FB CURB RAMP DESIGN i0 BE SOIL REDOING $ICEWALK USED WITH THIS STADARD. �'SIDEWALKW----O_MATERIAL SEENOTE 5l rc OPTIONAL 1MPAVED SPAREa3. R W LIN PAVEMENT SNARL BE CONSTRUCTED TO THE ROW LINER/W LINE (EXCEPT ANT SUBGRINT STAHLICATION MIN. 1/10 O LWL 1/10 D E%PMISION ONIOTTIEODIN�HE EN RMICE jENENi WHICH CIN BE % D X READEIRNGAATERINAGL X 0 % JOINT EXPANSIONIJOINT 4. RMIA CURB OR COMBINATION CURB MD GUTTER t,YIELDING, OR LIN 8".MA%. NOTE`WIDTH •'B" T-0^ OR AS lu MARINE ROADWAY SHALL FOROT REPLACEMENT THE R/W LINE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES PIPE PROJECTION ABOVE GROUND LINE 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE MN. 1.5 x D MIN. 1.5 x 0 MN. 1.5 . D NN. 1.5 x D MN. L5 x D MIN. L5 x D TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFIO, THE DEPTH FOR SIDEWALK L CURB RAPS TOP OF FILL TW Di FILL TOP OF FILL 10'PARIBOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO )".(SEE CG-13D EDGE OF PAVEM:Ni OR GRACE MAX. 0 _ GRADE LXINCE - 8. PLANS ARE TO INDICATE WHEN CONSTRUCTION GE A FLOW OPTIONAL FLOW LINE ® - - � � D LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS (SEE THE ENTRANCE. - •i /rr///ro /iiii/i - /iiiii ////// .:::: ••• - /ii//ii/ii/// ///uN/////// MAINLINE ROADWAY - - - ---------NOTED - /i- /////!"•:i4-=,,.•A•. B% NIX. D ). THE DESIRABLE AND MAXIMUM ENTRANCE BADE CHMIGE$ - %% •-}- : //// U/ ::•::•::•::• _ /////////// //%/////// WADE CNMIGE ® - _ // :�}.:::: y = }:::::;i:•: D' PRE HESED IN THE ALLOWABLE ENTRANCE GRADE // CL 0 TABLE. THESE VALUES IRE NOT APPLICABLE TO STREET / L :tik\,�?3 CFOUND . d GROUND _ GROUNI CONNECTIONS, - LINE p = : LACE _ _LINE 5'MI 20'MINIMUM FOR o ri�••::i - _ - coMMERCIAL ENTRANCE INTERSECTION NOTES - - - - - 8. WHEN CC-U IS USED FOR STREET CONNECTIONS. THE 2 EARTH I I _- ROCK OR III MIN. V IO p / / CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH MIN. 1/IO D UNTIFLOING ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CLINE. Ag5HT0 POLICY AND THE APPLICABLE REQUIREMENTS MN. 1/10 D X D X BEDDING IN. PER SOIL - - �m-n r�ir�� SECTION A - A GHT dSTO0T ROM ANCE AND DESIGN VALUE REQUIREMENTS. STLPPING MATERIAL MIN II H % D X BEDDING MATERIAL EARTH MAX.24" MATERIAL 9. OPTIONAL FGUTTE MAY REQUIRE WARPING of A FOUNDATION SOFT, YIELDING, RI y.••I� PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL llll'_Ilp ACROSS THE INTERSECTION. B BEDDING MATERIAL H ACCORDANCE WITH ® EMBANKMENT NOTES: ALLOWABLE ENTRANCE GRADE CHANGES ® SECTION TIO OF THE ROAD AND BRIDGE SPECIFICATIONS. R GE ERANOTES ON PIPE REDOING 1 CLASS 77 A (H,E.S.) 2 - - CONCRETE SECTION C-C ENTRANCE VOLLME GRADE CHANCE 'D" DESIRABLE MAXIMUM HIGH MORE THIN 1500 VPO 0 X 1 3 % MEOILM 500-150D VPO 53X 8X LOW I LESS THAN 500 VP0 56$ B% WATER IN SSSECTBIONK302 RBFIOGE I REGDANCEULAR BMKFLL MATERIAL IN ACCORDANCE FO N L CULVERTS NNo SSONMLATION go WITH OFTHEAROAO ANO WITH SECTION 302 OF THE RAID AID BRIDGE SPECIFICATIONS. SEWERSFGENNERAL NOTES ICATONS. ON SHEET 107,00. FOR PLASTIC PIPE FOR ALL OTHER PIPE REGULAR BACI(FLL MATERIAL IN ACCBDAICE WITH YCTIB 302 OP THE RAID CRUSHED GLASS CONFORM TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, pND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR Cl AGGREGATE 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 GRADE TABLE IS NOT SPECIFICATIONS. APPLICABLE TO STREET CONNECTIONS •ECIFICATgN VDOT �VDOT A T H L BREFERENCEN REFERENCE METHOD OF TREATMENT ` RAID AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS RDPD MD BRIDGE SHEET 1 Ds CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" m2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 BHEET 1 OF 4 REVISION DATE 303 VRGINIA DEPARTMENT CIF TRANSPORTATION 07/15 10).01 O]/19 VIRGNIA DEPARTMENT OF TRANSPORTATION 303 203.04 PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE - G 4 11 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 1" TYPE "K" SOFT COPPER I"A' NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE 36" MIN. 1/8 BEND COUPLING �s- 0 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. TEE o K 2' I` R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON UD GRADE BOX CORPORATION STOP 'Y^%.'':�' e;;"-'"r;:��a'• BRICK AS *rl.i "' R%".` _.. :.,''".:.,` NECESSARY SAND OR DUST UNDER s'rr-A'"'�"`�'=;;,: �;' ." VOOT SPEC. 203, NO. 57 'a^-+: .i:,: ."':.� ..�^L ��; BOX AND SETTER (2-INCH ....;. ;:',S,x. A:AFr.'; "�..�„,u:�`':`:^:T: AGGREGATE `T•`: MINIMUM THICKNESS) >`a:h� 4'>:," *•u,`T;: `' TYPICAL SERVICE LATERAL INSTALLATION (5/8" 8c 1" METERS) NTS FIG. W-6A pLTH O4P 0 CLINTON W.'� IF S FFLET >� Lie. IV , SIJS6 4 4 IS 2022 ��v;� ON r-0!1AL M E 0 U N Vi N CZ > E u2 v E Lu U N �i Q UM 3 p LL TEE W 0 Go ^H EL W L M Q J V DO EL J - Ln MIn CJ LD Iu rvv W 0 x � 9LL oQ =v = N N =v>CE) ~ c M i rn N L. MMIT CL � UJ w [2' 0 ED CJ! F 0 > W_ Q z 0 () TY 0 F"T i () LU LU 0^ W ( ,-1 W u � U 2 O W OL Q ti Lu LLI LU DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A (W `i < a J 0 (D Q > 1..� *W I0 J o 0 �w/�uz V / Lu Q Crf z U) N Q 0 z U L JOB NO. 48757 S H EE/T NO. C1.L LT CLINT W. TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLAT) ZONED: Rl RESIDENTIAL BROWNSVILLE RD 30'PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE R/W 6" W NAIL SET 140.57' L N 85'00' 00"E \ _ _ -680- \ UFO OH STREET NAME SIGN / r1d OH 240 ROUTE MARKER SIGN I 11 1 1 I I\I1111\III t111111 IIII I I\ 11II \I 1 1 1 1 EMOV APPROX. LOCATION OF 111I III 1 \ SHOEOD EX WATERLINE I I 1 I I I 1 111\ II I 11 1 m 1 \ I �, ROD REMOVE / I �I 1 \ 1 \ I�q SET WOOD PORCH S E A — O --1 n \ \ \ \&\ \ \\\ REMOVE 0* i \\\\ \ \ \\ MANAGED SLOPES (TYP.) # 5717 2STORY C Ill N _ _ FRAME _ 'IS, CELESTE. W III 1 \\\� \\\\\\ \\\\ - - - - - - - - F.F.=682.2 - - - 1282-134 n Il RESIDENTIAL I \\ DECK REMOV EC ADOPT A HIGHWAY SIGN I \ \ \ \ \ _ RELOCATE I \ \ \ o LIFT STATION CONTROL REMOVE 1 I \ \ \ \ \ PANEL AND ALARM _ GREASE / \ \ I \ \ \SET 3 - -- - - - - PRIVATE LIFT \ \\ \Op,,/ TVB. STAID RE TION \ \ v ` ROD _ \ ` \ UG7- 12" W SET— G BM `{ji \ PAINTED BOLT GRATE IN - AELEV=SIGNAL POL \ TOP=667.17 II C68-- FL=663.80- -I \ II II I I I 11 II I I II III �I rol fll I II II II I I STORM CULVERT II II II II II INV=651.63 U WALL RETAINING / WALL J 6" W PI N89°59'30"E TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: RI RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE 6„W— — — 200.80' EOP EXISTING BOUNDARY LINE 6"W—— N6"W� AIL _ SET TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: RI RESIDENTIAL APPROX. LOCATION OF --UFO--J --- ---- nll ry \ EX. WATERLINE —0 OHP / / OH — — — — — — — — — v 11 — \ YINe _-678_----� ���,� I \ RO 680 f j/ AI IN - - - _ _ _ - , _ - FND / U� ��,', Y 0 _ / , _ INV=6�6..84 �` \ REMOVE UTILITIES SERVING EXISTING BUILDINGS (TYP.) / �' // _ - - 61� - - ` �'_ / \ \ \ —\�� \ \\�� NAIL �h \ SET TMP5632NAIL YOSE1�F LCDB 7 SET 45-14 2.1/1ACRES �'�_-- ED: HiOHWAYCOMMERCIA4 INV=677.41 N \ II II REMOVE #5713- 1 STORY / REMOVE \ \ s1 \ FRAME F.F.=679.5 #5688 TMP STORY FRAME 0.45 F.F.=669.2 ZONED. H/C —12"W-- UGT— IVE CURB (TYP.) D / / • // ' REMAINS OF ` - \ � rn BUILDING PARCEL 2 1.690 ACRES EXISTING BOUNDARY LINE TO BE VACATED — — —670— - _ J I — — — — — REMOVE ILF. 8 RY E 9.4o LANAD SLOPES (TYP.) / NAIL /// SET INV=65,6.19p / / REMOVE HEADWXLL &/ / I I \ ` - ( _ / / STOP SIGN W/HEAP�W// // _ - - _ _ _ / / \ /</ _ PO_RT_ION-OF PIKE TV _---- --- - ,ZW —1na �-_ �/ \-12"W-- _ - - - - - - - - / / REMOV EXISTING SIGNS ( -I I- - - - - - - EOP - -- --670— — — — Fv _ _ -671- ROCKFISH GAP TPKE CDR ESPONDING UTILITIES). I - - RETURN TO OWNER. / WAYFINDING SIGN '� \ U.S. ROUTE 250 II � \ VARIABLE WIDTH R `W 1II III III II I II II II II I I STORM CULVERT II II II II II II INV=654.14 U NAIL APPROX. LO SET (2) EX MAILE PROTECTIN TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLA it ZONED: RI RESIDENTIAL CLEAR AND GRUB ® REMOVE ASPHALT REMOVE CONCRETE S FFLET >� Lie. NarS4380 �4 4-15-2022 �<v� ^� E 0 0 rn U N � N Q O > E w a E w w 3 Q LL 3 p LL O— w O `m < W L M � j i52 W J —N M O C7W NV w zF =x oa =LL U-)= N Fv> EO10 N 00 W M F DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' Q 1� 0 Lu Q CJ Q G 0 (D LV > C6 LL J o Ln Lu u 7 w O Q F� Iw L NLu I� J Q 0 0C 0 U ,U V z 1, ^ V / H� X W JOB NO. 48757 SHEET NO. E. 0 L SCALE 1"=20' 0 20' 40' AM 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. MAINTAIN EXISTING PAVED ACCESS FOR PARCEL TMP 58A2-20A DURING CONSTRUCTION. 3. CLEAR AND GRADE SEDIMENT TRAP. 4. INSTALL DIVERSION DIKES AND INLET PROTECTION. 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 SHEETS C3.3) 1. INSTALL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. 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. 4. REMOVE CONSTRUCTION ENTRANCE PRIOR TO INSTALLATION OF PROPOSED DRIVEWAY. MAINTAIN PAVED ACCESS FOR PARCEL TMP 58A2-20A DURING CONSTRUCTION. 5. ONCE THE CONTRIBUTING DRAINAGE AREA TO SEDIMENT TRAP HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE ESC INSPECTOR, REMOVE ANY ACCUMULATED SEDIMENT FROM SEDIMENT TRAP AND CONVERT TO APPROVED PERMANENT SWM FACILITY. 6. 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 SO 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 BACKFILLING 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. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 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. Sediment Trap Design cage Area (Acres) (<3) Volumes: Elevation (ft) 665 669 671 Wet Storage 2.00 Area (sf)Volume (CY) 396 1468 138.1 2540 148.4 286.5 Wet Storage Required (CY) (67'DA) 134.2 Bottom of Stone Weir (ft) 669.0 Wet Storage Provided at this Elevation (CY; 138.1 Slope of Wet Storage Sides 21 Storage Storage Required (CY) (67'DA) 1342 A of Stone Weir 671.0 Storage Provided at this Elevation (CY) 148.4 ie of Sry Storage Sides 3:1 1.1 vase ORQN CREST OF STONE WEIR CRWND \ DRY STORAGE vwaele WET STORAGE \ \ RTER CIOTI WaN.L cRD NA ntv. •SEE R W 3.13-1 COMSE WGREWTE� CUSS I R~ '"Coarse aggregate shall be VDOT #3, #357 or #5 Weir Length (ft) (6'DA) 12.0 Bottom of Trap Elevation (ft) 665 Bottom Trap Dimensions: 14.7' x 42' Top of Dam Elevation (ft) 672 Top Width of Dam (ft) 6 Top Trap Dimensions 59 x 79' LT CLINT W. S FFLET >� • Lie. N 54356 �4 4-15-2022 �<v� r10!1AL ^� E 0 0 rn U N � N 0 Q O > E w a E H_ w w UM Q tjO 3 p U. - wO `mom [L W L M a_j Uo0 J - 1,1 M rn C7W NV w MI. 30'x LL 1 n = N x > EO10 N W M a� 00 J o w � H- am O ce 0 U Un LU o V) Z o w un w � U 2 O w a O V) j Eu F DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLE7T SCALE N/A V I J I --I Q LU z Q L� LU LU F V Paz p z J CE� ''^^ V/ > � LL } Jzz LU ° O (n J U wLuz Nco J Oaf U ,0 V 1 0 Q z O 11.-q V 1 0 w LU L ST1 SEDIMENT TRAP #1 No Scale 3.13 AM JOB NO. 48757 SHEET NO. C3.0 m NOTE: WHERE CHANNEL SLOPES EXCEED � 00 NEL SHALL BESTABILIZED WITH 2%, CHANNEL BERMUDAGRASS, IN ACCORDANCE WITH ,�I�jp1.TH OF,#. 1, a DIED EROSION & SEDIMENT CONTROL 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE SPECIFICATIONS 3.17 AND 3.32. 70' MIN. EXISTING i El El I El 1 ALONG THE LINE OF STAKES. 5:1 A PAVEMENT r. C L (N T W. 1—I 1—I IJI no 6, �l �� COMPACTED SOIL CWD TO HAVE VDOT STANDARD EC-2 �ii_iii_�_i_ i_,� 3 S FFLET Y H+--� +--� / / I I i I I MATTING ON UPHILL 18" MIN. I I I I SIDE FILTER 5:: M A MOUNTABLE BERM CLOTH (OPTIONAL) Lie. N SIJrl6 4 4y 4-IS-2022 w; STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION i �% i 'LOW SIDE ELEVATION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST FLOW 4„ p '� I I ""' 11 EXISTING GROUND 0000010, SM1AL F,�iG.• ••♦����♦•,, iiiiiwilillLN�l��Iffil 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE 70' MIN. r GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. WASHRACK 1p' MIN. CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE 4.5' MIN. B OPTIONAL FENCE AS A TREE PROTECTION FENCE. 10 rn $ TP NO SCALE 3 38 DD CWD 3.09-1 EXISTING 12' MIN. MIN. PAVEMENT Q o �III� �Ipi FLOW - III — SHEET FLOW INSTALLATION VDOT#1 COARSEAGGREGATE BPOSITIVE IT V DRAINAGE TO 10'MIN. *MUST EXTEND FULL WIDTH OF SEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE PLAN VIEW > E j E H- W In 3 U w 3 ¢ U. o 3 0 LL s r ¢ cJ oo z TREE PROTECTION TEMPORARY DIVERSION DIKE NO Scale No Scale TABLE 3.31-B (PERSPECTIVE VIEW) ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS w J. -Ui . 0 "QUICK REFERENCE FOR ALL REGIONS" 12' MIN. � o ry � P 3" MIN. � W M a 3' I PLANTING DATES SPECIES RATE (LBS./ACRE) 3" MIN. 0 x U) FLOW MAX FILTER CLOTH SECTION AMA 9 & a A A B SEPT. 1 - FEB. 15 50/50 MIX OF 0 .0 N z ti ANNUAL RYEGRASS = v u3 0 W \\\ — (LOLIUM MULTI-FLORUM) 6 7 H_ ¢ Ui V) & 50-100 ° w O CEREAL (WINTER) RYE (SECALE CEREALE) r " 00 POINTS A SHOULD BE HIGHER THAN POINT B. _ j FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 REINFORCED CONCRETE DRAIN SPACE DRAINAGEWAY INSTALLATION (LOLIUM MULTI-FLORUM) SECTION B-B (FRONT ELEVATION) SF 3.05-2 MAY 1 - AUG. 31 GERMAN MILLET 50 PS 3.31 (SETARIA ITALICA) CE 3.02 0 _ (7 j SILT FENCE (W/O WIRE SUPPORT) TEMPORARY SEEDING PLANT MATERIALS STONE CONSTRUCTION ENTRANCE Lu F NO Scale NO Scale No Scale 0 rN LU w DOE] ■ ®I v TABLE 3.32-D a o ❑00■ ■■■ SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO z o°o�j ■■■ TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. DATE TOTAL LBS. PER ACRE POSTS. > MINIMUM CARE LAWN 2/2/2022 COMMERCIAL OR RESIDENTIAL 175-200 LBS. f�6' — / 0 DRAWN BY KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100°k IMPROVED PERENNIAL RYEGRASS 0-5% j / } KENTUCKY BLUEGRASS 0-5% /�%'j� _ K. FLYNN GENERAL SLOPE 3:1 OR LESS ( ) FLOW _III- / iii III DESIGNED BY KENTUCKY 31 FESCUE 128 LBS. -- 11=IIr�Ir 4 C. SNIFFLE,, PERSPECTIVE VIEW RED TOP GRASS 2 LBS. • SEASONAL NURSE CROP20 LBS. • CHECKED BY 150 LBS. LOW SLOPE THAN 3:1) C. SHIFFLE7T -MAINTENANCE (STEEPER SEE SLOPE STABILIZATION SEED MIX 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE : • SCALE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. o, THE TRENCH. • N/A O • 'ME7ihL 19E'„ - e> USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES WWE'1�` FABRIC AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE i k FLOW Irv: LINE POST GROUND LINE—::— MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET ll Ll-'� t-1 CONVENTIONAL III AIL 10 8 METAL(T)OR`` "MAX. AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE —r 5' MIN.. MAX' (U)POSTS BRACING�CONCRETE FOOTING NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE PERSPECTIVE VIEW PERSPECTIVE VIEW SAF PLASTIC FENCE METAL FENCE 3.10 ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF w FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU SAFETY FENCE OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE FILTER FABRIC No Scale ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. I=III=III -TI�IIII��)_I�I—I����III1111= STONE _- 70' VIN. CONSTRUCTIOf TS 3 32 SSF 3.05-1 ACCESS /- 3" SV-2A ASPHALT -OP / COLRSE I ( _ % L-�EAIS-ING 2% // 2� ; PERMANENT SEEDING MIX FOR PIEDMONT AREA SILT FENCE (WITH WIRE SUPPORT) O No Scale No Scale �- I= �a 299122== 6" MIN, 2'.A AGGREGATE BASE Z O . J PROFIL > O BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER 70 M'N. -� GRAVEL CURB INLET SEDIMENT FILTER LL Z STONE _�— J \ � 1 � z CONSTRUCTION _ ^ ASPHALT PAVED ACCESS -- WASHRACK IFtJ — � E� WIR€ SCREEN J LI_I u O EXISTING 1 J 2% 2% PAVFVFNT '2' ��� Q 2% WN.* 2:z LET �/' m J N Q Lu *VUS- EXTEND ELL_ 4101H —V `P11SI1VF DRAINAGE �� O TO SEDIVENT OF INGRESS AND EGRESS ` TRAMPING D-VICE �.� 0./ F� OPERATION. _ 0 U PLAN 12" AVEGf� �fiiR Lu GRAVEL FILTER* RUNOFF WATER WIRE MESH WIRE SCREEN FILTERED 12' VIN. POSIT'VE DRAINAGE FILTERED WATER a<:;:i ''s;::... •: '..'•:' , . a ;.:..•....•.. '?- WATER OVERFLOW 0 TO SEDIVENT % 2TRAPPING DEVICE ,•4•", „.. RUNOFF _ _� WATER z -�- . ' "• `''• = WITH SEDIMENT—�_ Q III FTITT FIL1'E_.,R�LCUi}7H- '.':r,'a ••.: �.. If III DROP z SECTION A -A SEDIMENT ;; :"�'. INLET CONCRETE _ SEDIMENT WITH O A nnnwnum water ,tap of mshluu the installed with a mnnnmun 1 inch ballcock GUTTER 12" CURB INLET GATE Arutoff valve supplying a wasITiose with a diameter of 1.5 niches for adequate GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. constant pressure. Wash water must be carried away from the entrance to an SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS O approved settling area to remove seduneut. All sediment shall be prevented from APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN entering storm dranns, ditches Or watercom'ses. OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING Lu SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT AROUND THE STRUCTURE. PAVED WASH RACK CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND * 3 GRAVEL SHALL BE VDOT #, #357 OR #5 COARSE AGGREGATE. JOB NO. 48757 PWR UNPROTECTED AREAS. IP 3.07- 6 IP 3.07- 3 PAVED WASH RACK STORMWATER INLET PROTECTION ISTORM DRAIN INLET PROTECTION SHEET NO. 3* 1 No Scale No Scale No Scale `-' L TMP 56-32A TMP 56-32C I HAYDEN, KAREN $ F L E FRETWELL, JAMES G. & MEGAN f� CLINT F T > DB 5117-193; DB 3524-59 (PLAT) �Q DB 5235-263 ' ZONED: Rl RESIDENTIAL DB 1509 PG 126 (PLAT) Lie. N .543110 �4 4 IS 2022 ��v ZONED: RI RESIDENTIAL BROWNSV/LLE RD APPROX. LOCATION OF / ,� � poO!1AL Ott,% ' I EXIST. 6"WATERLINE ����, 30'PRESCRIPTIVE STATE RTE. 751 I / EASEMENT (TYP.) 30' PRESCRIPT E EXISTING LIMITS OF DISTURBANCE: 1.84 AC. / — BOUNDARY LINE TMP 56-35G rn $ — — — 6" W — W 6„ H — — — s„ �y — — — 6" W — s w — — — - momm,_ MORBECK TRUST N U DB 193; DB 3524-59 (PLAT) j E \ ZO 1 RESIDENTIAL w v E INV=677.41 N EOP 11 \ H_ v w 3 — — — — — — APPROX. LOCATION OF o LL o \ — — — — --UFO-- 11%_---'------1_ -II EX. WATERLINEi / w�Lwu _00 / \ /O -\� OHP OHP / OHP P-------------- _— \ _ _ _ III _ _ / aJ O� Z UFO� / __ II_. \ 1nry a OH OHP STREET NA SIGN / %i / i i i j Lu UFO OHP OHP / / - - - - - _ _ _ _ - - ' / / _ - - \ \INV=6�6 Sb �` \�! \ O o Q W / ( U) OHP (( I III ' i — _ — i 'S7� — \ \ \ \ \ \ \ \ \ \ \\ \ \ '' N ry W 240 ROUTE MARKE SIGN 1 II 111 1 1 I 1 / ' ' ' 'S7 DC / ` \ \ \ \ \ \ \ \ .\ \ I \ j 1 1 I TM 6=32 � ' / ' / / _ \ ` \ \ \ \ \ \ 00 I1 \II YO LC / / 74-- — J \ \ \\\\\\ I \ ' o� z III IIIII I DB?y 14''6 _ \1 II1111111 I 2.VIAC /' // '/ / / 3-� \ \\ \\\\ \\ \ \\ '' I II 11 I II 1 II WOOD TS DC /p� ED: H�QHWAY MERCIA� / / / - ` \ \ \ \ N a 1 1 / / - \ \ \ APPROX. LOCATION OF '� I 1 11 1 1 SHED / SIDEWALK r / / / / / , , / , , - - - _ _ _ \ \ \ \ \ \ \ \ 0 OW EX WATERLINE I 11 11 1 1 1 1 / / \ \ \ \ \ \ \ j m II 11\ 0 III #5713 / r ` .' / / �7Y ) , ` \ \ \ \ \ \ �'� \ \ �- o � I 1 STORY / / ` "-� \ \ r APPROX. LOCAT F I I / REMAINS OF \ 0 I I loo I FRAME / ` \ \ / I \ \ / (2) EX. MAILBOX 0 N = / vl I 1 \\ 1 \� WOOD PORCH SIDEWALK o� F.F.=679.5 / / / / / BUILDING \ / \ ` I I I I / w wrN F RETAINING DRAINAG /DIVIDE TO / / / II \ \ \ WALL SEDIWNT TRAP #1 / p / / / I I I I / \ I ¢ p z �O \ Aox \�\\\ \ \\ #5717 ' EXISTING BOUNDARY 1 / / /' / /'1 I I I I I j I / 0 DATE q \ MANAGED SLOPES P.) / I DD C fTl HIV I �+ \ \ \ \ \ 2 STORY r LINE TO BE VACATED \ \\ \\ \ _ �_ FRAME _ ! 4�P / / / I T � / �_ — —670— — // 11 Ili 2/2/2022 1P56-16 U3 m \ \\\ \\ __-- - -' ' --/ I 1 I I I / l - r- —4 \ ---- F.F.=682.2 -- --- _ / I 0 IS, CELESTE. I I \ \ \ \ \ _ _ — — — — — _ — _ _� _ — J 1 7 / / / I 1 I I I I ' I / l } DRAWN BY 1282-134 0 M > 1\\\ %_—___---- _-_/ 7 1 1 I ( I I I //I - ICT1 \\ \ \\\ --------__--- / SO L ` // '7 / I II I / /I I / // 'I /llllll - K.FLYNN 1 RESIDENTIAL I I \ \ \ \ - - - — — _ — — — — — J 1 I I \ \ \ \ \ \ 5688 TMP -32 #5688 ' ' / / / / r r / / / I l l ' # YOS C I / ! DESIGNED BY EC — — 1 STORY D8 20 5-14 1 STORY 7p ' / /' / r / /' I ' l �l. I • ADOPTAHIGHWAY SIGN / II ( \ \ FRAME FRAME F.F.=669.2 0.45A RES 0 F.F.=669.4 _ _ $6 / / r I l/ I • C. SHIFFLETT ZONED: HIG WAY CO _ - - '' / I ' / / RETAINING TS _ / I /' / l 14 _ TMP 56-34 • CHECKED BY \ / WALL DC I y / \ t / l i DAVID JAMES HARR JR. - • C. SHIFFLETT LIFT STATI CONTROL - - _ / \ - _ IDEWALK - _ _ I4.7'I I I I I \ ` / / / 1, 1 DB 4802-81; DB 2962-712 (PLA \ \ / COVERED AREA DD © / / / / / N I I \ ( / / I ZONED: R1 RESIDENTIAL • SCALE PANEL D ALARM GREASI'i � / \ � ' \ / �6 ! I 42' \ / ',,---------- ---_' 0 \\\ ANA D,S'LOPES(TYR) / �'/ n�i 1 I \ 'll / /� _ I I • 1"=20' \ \ TP / \ / / R _ //I \ • COVERED GAS PUMPS � / / 6i \ / / / I \ \ • - - TELIFT /// // / / ` \\ \\ \\ \\// I SF TATION CE � (JylW/HEA�l�tt// / IP -/ J/ / / I I \ \ \ \ - - \ - ` _ _ _ �' / // STOP SIGN 1' IP—-1z"w— —1z"w SF —1r'w -- TV `-1�� 11--= _�I-- — — ----/' \ ----- — (%� ucrT-----u ry —ucr C' — _ \ \\ _rr_—_ — Z r ' \-12"w— "' \\ __-11�� __ _ ' Q \\ GRATE IN L � -II ---_-- EOP - - - -- 70— — — �__--671-- \ \ TOP=667.17 66a ROCKFISH GAP TPKE — — — — III— \ FL=663.50 'I c2 _ - I I I r WAYFINDING SIGN \ \ — U.S. ROUTE 250 — I I / STONE WEIR (SEE ' II VARIABLE WIDTH R/W VESCH STANDARDS 0 - a 11 CLASS 1 RIPRAP U J J ?) I I L = 12' (I'j O II C)II `// II oII W=21' EROSION CONTROL LEGEND III II D=3' z III I I z I I I NI LIMITS OF CLEARING AND GRADING I I TORM CVLVER-JMMM II STORM CULVERT O SOIL AREA DIVIDE } SEDIMENT TRAP #1 L7 LL I I I I (SEE SHEET C3.0 FOR DETAIL) z 7 I I 2.00 ACRE DRAINAGE AREA SAF SAF SAFETY FENCE 3.01 J O z INV=651.63 U INV=654.14 u TOTAL STORAGE REQUIRED: 268.4 CY �LLJ U LLJ TOTAL STORAGE PROVIDED: 286.5 CY V / w BOTTOM ELEV. = 665.0 CE 0 0 0 0 J CONSTRUCTION ENTRANCE 3.02 � TOP OF DAM ELEV = 672.0 < Q ., LLJ w SILT FENCE 3.05 ^ I m w I V Q ,^ SUPER SILT FENCE 3.05 O VQ/ IP ® INLET PROTECTION 3.07 U Q DD DIVERSION DIKE 3.09 0 7 O ST ,II ^ SEDIMENT TRAP 3.13 V ) TS TEMPORARY SEEDING 3.31 L.L PS LLJ PERMANENT SEEDING 3.32 00 0 MU MULCHING 3.35 Z — MU TREE PROTECTION 3.38 JOB NO. SCALE 1"=20' 48757 DC DUST CONTROL 3.39 0 20' 40' SHEET NO. * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3. Z 0 C 5 v N C L ' I I I II 1 I II I 1 I I I I I I I 1 TMP 56-32C I HAYDEN, KAREN FRETWELL, JAMES G. & MEGAN I DB 5117-193; DS 3524-59 (PLAT) DB 5235-263 ZONED: Rl RESIDENTIAL DB 1509 PG 126 (PLAT) ZONED: RI RESIDENTIAL / APPROX. LOCATION OF BROWNSVILLE RD EXIST. 6"WATERLINE 30'PRESCRIPTIVE STATE RTE. 751 I / EASEMENT(TYP.) 30' PRESCRIPT BOUNDARYLINEXISTING LIMITS OF DISTURBANCE: 1.84AC. / — — — 6.. w — Err 6" W — — — 61, w — s" w — — s' w — TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) - INV=677.41 0 ZONED: R1 RESIDENTIAL EOP \ — — — \/� \ \ Jmosommo— T — — APPROX. LOCATION OF T 1 � +tlf A Op ••. CLINT W. S FFLET >� • Lie. NorS4380 �4 4-15-2022 �<v� M E 0 o N N � = > E v E w �.Wv.w3 ¢ U. 3 � n own-\/ I I EX WATERLINE _--------- -----_ till / 2�Vo�o Z UFO � OHP OH / OHP OHP \ - � - Sri O CHIP I I \ j o N UFO OHP— _ — 679 678 STREIFT NAME SIGN / i ' j — UFD o OHP _ 680 — — • — -� �^ - - - - - �\INV=6,Sb \ O 'n LL W 6� \ \ \ N TP 240 ROU E MARKER SIGN \ 1 \ 1 1 I 1 I °; / / ' ' i ' i �IP 7 e - o 7 / / / � 0 H- 11\I III\II / /I ,'� / 6 PS iRLINE -APPROX LO AON OF II1 11 A- / / / /' �' / 1 / �� - - - - - - _ _ \ \ \ \ � O O EX / /\' \ j \ -- / 7 m\ III I I ` APPROX. LOCAT 0 � 1 (2) EX. MAILBOX F Lu O rONr/ > wI / I / IP Q --- ------- 1 674 I 1 1I /ZO PS \S7p \\ 6'I ~ xll� DATE SLOPES MU 1P56-16 W _ -' -'_/ _ _ t// 21212022 IS, CELESTE. I r -1 fTl I II \\\ \ \\\ \ \ \ \ I 1 - _ _ - - - ; _ - J l �' ' 3 - I } DRAWN BY 1282-134 Cifll�/-------------" '1 RESIDENTIAL I N j1II I \ \ \ \ \ _- - - - - - - - - - q' / / I CUtz/ K. FLYNN / / I DESIGNED BY A O;T A HIGHWAY SIGN \/ I I \ 4 1 1� _ _ / •• C. SHIFFLETT TMP 56-34 • CHECKED BY DAVID JAMES HARR JR. • C. SHIFFLETT DS 4802-81; DB 2962-712 (PLA ZONED: R1 RESIDENTIAL • • SCALE 566 \ \ \ \ \ \ \ ° ° /i i \ - - - - - - - - - - - - - - - - MANAGEDSrLOPES (TYR) / 667� l I 1 "=20' ' 668 I / � \ �/ � ' � / . ' 1 / I 669 , I • 671- — MU 669 211 ST(bP SIGN \ ` � \ _- /w UGT— \ IP __- --- _ \— 12"W— UGT— - - - -- /1 \J� P TIQP-= 66uz . x-aefJ • - - - - - - - ' - ' - ' ROCKFISH GAP TPKE - / I \ FL =663.SO- -� ''-- n' I - U.S. ROUTE250. —/—. —. —. —. —. —. /.—. �NAYEINDlN6SJGN— — — — / \ ii VARIABLE WIDTH R/VV li{ / � ONCE THE CONTRIBUTING DRAINAGE AREA w J - - - — - - - - - oll I I o I I TO SEDIMENT TRAP HAS BEEN O 0 II II PERMANENTLY STABILIZED AND APPROVED IEROSION CONTROL LEGEND Q 0 �il I BY THE ESC INSPECTOR, CONVERT TO * < Q aol I I APPROVED PERMANENT SWM FACILITY III II 0 Z — — — — — — — — — — — — — — — — z I I — — — — — — — — — — — — — — — LIMITS OF CLEARING AND GRADING � z I I STORM CULVERT i i STORM CULVERT V/ I I SOIL AREA DIVIDE } U LL \ II II z / II -7 _ — — — — — I — — J 7 \ I I — — — — — — — — — — 11 SAF SAF SAFETY FENCE 3.01 w O Z —\ INV=651.63 U INV=654.14 U w w O J CONSTRUCTION ENTRANCE 3.02 Q H� SILT FENCE 3.05 w Q N uj \ II O SUPER SILT FENCE 3.05 / Q INLET PROTECTION 3.07 z DIVERSION DIKE 3.09 z 1 I / 0 1 SEDIMENT TRAP 3.13 , ^ TEMPORARY SEEDING 3.31 0 \\ I 1 PERMANENT SEEDING 3.32 W 1 a \ I 1 1 00 I MU 1 \\ \ 1 Q O MULCHING 3.35 1 Z TREE PROTECTION 3.38 1 \ \ JOB NO. \ \ SCALE 1"=20' DC DUST CONTROL 3.39 48757 1 I \ I 0 20' 40' SHEET NO. 1 \ \ 1 I * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3. 3 0 v N C L TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLA7) ZONED: RI RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE .PdW ----611W 16" I�IT 6" W — UFO— I CHP UFO OHP OHP--- GRASS:L�If ED_DITGH; TYP- 680 STREkT NAME SIGN // i i UFO HP-- — �V TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLATI ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE 6" W _611w / EOP — J+21' EXISTING / BOUNDARYLINE _ 6„ w — — s, _ _ TMP — 6'W � � � MORBECK TRUST DB 5117-193; DB 3524-59 (PLA7) 677.32' ZONED: RI RESIDENTIAL 109 208 INV=677.41 i \ / y� APPROX. LOCATION OF -- -----__ ;ll \ EX WATERLINE / - _- ---- - _ _c11 A / 7 - - - -- TC 20 69. 0 'V�O- - -� � �� INV=6'16.81/677.18' i -20 \� I OHP / (11 I I / l 6" HDPE ROOF -LEADER, II11 �1// I 68. 2'MIN. COVE'R 1%MIN. 206 \ \ �\� t� \_ \\\\ •\ \\\`\\` \ 240 ROU E MARKER SIGN I I 1 1 1 SLOPE, TYP. / TO III III1111111I I '4a 673.74'- �: u 7 I V�11 1 IIIII I i / �' /� i'� ���-6 - - - TC' 1 / i / - - - - 674.96' ` - 204 \ LP� \ \ \ \ \ APPROX.LO A ON OF 1 7 \ \ �II1111 I IIII I cp^ / // /� �'�' / ,�' TC <. '�/ �6 � 6739T\ EX T RLINE I 1 1 / ' ' / i 674.29' I IIII11 I III I^� / 3-STORY BUILDING \^4 ` \\TCW/ PARTIAL BASEMENT ffC TIC / APPROX LOCA FFE = 674.50 674.50' 673.31' 674.43' 1 1 i (2) EX. MAILBOX \\\ 1 O FFE=674.50' - - - - - i M -4 �� v \\ \� \ M14NAGED SLOPES ( P) 1P 56-16 W m I 1\ \ \\ \I \ \ - - 1D' 2RIVATE IS, CELESTE. I �— I II \I \ \ \ \ I DRAINAGE' - 'I 1282-134 fll D \ 1 \ 1 \ \ EASEMENT '1 RESIDENTIAL TQ mI I \ \\ 1 \ \ \ \ I O' A O T A HIGHWAY SIGN401 4.63' \ �' 671 PO' PRIVA F1 DRAINAG� EASEMEN' ----- -- - --�_ / 1 674 I I \ II,1\\\ I\ \6>� / 203 IIC tP / 6' I - - - - �// I II ! 1 1 1 1673.911 J �I i ./ �/ / 64.50' ' I 1 1202 �'----- TT TC. 301 I 1 I ��� 1 I675.28' s7a .ao' 302 I I I FFE=674.50' , / /' / ITc_ TIC I 673.11Y 1 674.32' 201 z 673.55; _ 69' 3 TMP 56-34 85 / I .66 / / /\ I / / �/1 DAVID JAMES HARR JR. 6" HDPE ROOF LEADER, 673. 673.72' 6� - - / /i _ _ l DB 4802-81; DB 2962-712 (PLA 2' MIN. COVER, 1% MIN. - - - \ i' TC-BC - i , 1 665 I \ 674.14' // II II ZONED: RI RESIDENTIAL - SLOPE, TYP. \\ 673.64' 3.33' 666 - MANAGED SLOPES (TYP.) � 667 FFE=674.50' I ���•' � �S — 672--- _ — - — — — _671_ I \ I 67v.2V - - E—Tw@74.z 670 ' BW 668.22' - BW . 2' BW 6¢6.31' — / \ Tv rn I—---------------- / / i _k 6— — 68 \ / / I STORMWATER j / ' / 101 II 669 I \ / MAINTENANCE 670 61\^� 6j / / EASEMENT 1 I I DRAINAGE S EN1\ \ 10' V\DE EMERGENC SPILLWAY, ELEV- _6_7Y0.5`0 STP SIGN 12rw— Vu )EWDIN4;-SIGN— ' — ' — - \ / / GRASS -LINED DITCH, TYP. \ / I I I VARIABLE WIDTH R/W 11 100 i I II II ccS �I 00I II II / If STORM CULVERT / II - -\ / INV=651.63 U / 1 1 I I 1 / I I II 1 I 1 I I 1 1 I I 1 1 I I I I 1 1 1 I I 1 1 I I 1 I 1 1 I II 1 I \ 667 — UGT— — _ — ry — — UGT— — � UGT— — vV GRATE INL / I \ TLUR=66uz .I1 X seq — — ' — ' — • — ' — ' ROCKFISH GAP TPKE FL =663.E0- /I I / \ U.S. ROUTE 250 I o ll XII roll II I II III — — — — — — — — — — — — — — — — — — — — — — — — — - I II 11 STORM CULVERT II II II - -- -- -- -71 INV=654.14 U SCALE 1"=20' 0 20' 40' pLTH OFpo., CLINT W. S FFLET >� Lie. NarS,11380 �4 4-15-2022 �<v� am O ce t9 AM 1.1 U1 o U Z O W U w � U O W d O ti W F DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' Q W d W � a � OZQ > } I —I LL z O 0 (w v , Lu J <z w m N J U Oa U C) /LL V JOB NO. 48757 SHEET NO. C5.0 L — _ -- _——————— — — — — —— — —— — — — — — — — — // /' ,' / / / / , , / / / / II \ ♦ \ \ ------------------S_TR_# C I \♦, \\ \ \ \\\ -- ------ - - - - - ♦ AREA I\Ilk, ------ - \ ___—— — — — — —— i--— — — — — —— _ — — -- — —— 40 \ — \ ` \ \ \ \ — III I \\ II \\\ \\�tT����' IIII /' //' /� // \ �� I `�---__ , , \\\ \\\� a''��♦ aft � - - , \ \ - - - - - - - / ,♦ HAYDEN,6 REN fTMP 56-32C - \ \ , `♦ FP.& ELL, JAMES G. & MEGA 11( � - i - - \ _ _ - _ DB 5117-193; DB 24-59 (PLAT) \ - \ - - - - - - - - - - - - - - - I �` I I / I ` - ZONED-R1 R FDEIVTIAL - - I40I` ZONED. RI RESIDENTIAL 4f N �\ ^\\ - - - -I- - - - - - - -- II \ \ ' ` APPROX. LOCATION OF - \ _ III BRONbNSVILLERD � EXIST.6"WATERLINE r - \--\----F_____------ rr � ,I II 30'PRESCRIPTIVE S1TERTL-754,_--------\_�_- --- -----1 - - ' I EASEMENT (TYP.) r TNG - - - - - - - \ \ \ I I \ `♦ 30 PRESCRIPTIVE R-fW � ' �1 I - - — I — s BOUNDAR*LI—NE sw— ---- i---- - - - - -- \\ \ TMP56-35G,sIT- _6"s„W ss°w W w 6 W�w---- MdR�ECKTRUST \\\ \ \ i 1\ \ \ \ \ ` - _ ' _ _ _ I I ■ \ \ DB 5117-193; -D� 3524-59 (PLAT _ I + - - INV=67`.41 \\ \ \ \ -ZONED: R1 RESIDENTIAL EOP 210 208 0.6 / ,l � I 0.19 , � \ \ APPR0�6,LOCATIONbf ------ - -nll \ X. WATER l\ \\ \\ _ L 210 0.43 _ _- ------ _E _ III \� 4NE \ f\ �♦ — UFO— - OHP OH 0.42 OHP _ — — _ _ — _ — — \ — — — — — — — v11 \ -`��UFO� OHP—OHP 678 - .�." ' 6j, \\ II - _ \\ \ \\ \ \ \\ _ _ — 679 —UFO HP— � � 680 — �� �D �\ \ INV=06\84 !` \ ,4f 206 \ \�� \ \\\\ .\ \\\\\ \ \ I III,I I,1111II1 II I t♦ 9 / / r1 / /' /// ---� _-- _`� _�� \ \\ \\ 206 0.50 204 0.31 \ \\,\� 0.42 0.50 I \ \ \ kx \ \ .' _ \ ill ll l 1j111 \ , (Ooi // /' /' /' / .. �72' - - ♦� \\ \\\ \ a+ \\\ \ \\ 40* 001\0 y �-__�r\r q, m I \ 1 1 11 1 \ �� / / ' - - \ \ \ ' \ �I \ / APPROX. LOC� TION OF \ \II I 1 1I111 Im / ,' / I \ \ / \ (2fEX. MAILBOXES\ \ 674 1 1 I �. I1 O 0� _ � ,•l� _--' ___ � ,%-_---� _ - = J/ I I � // I II \ \\\ \\\\ 1 - J I / // / / / / 1 1 rrr►D \\III\\\\ N 402 0.34 - f __ ---__- _ `_,-'_,' �' �' % 6�3 I,'� . 1202 N IIII 1 \ 1\\1\ \I\\ 1 N 0.14 '.� Yam _=-=__ ___ __-____ _ _--- �''i T :'.i 302 , / / ' •� I 11 ad A IGN l 0.09 - / / I 31 // ♦ ` 00 Ili ' 'TMP534 \\ \\ \\ \\\ A6 1 / +` I//111 DB 802/81,AMES 4829 $AR 2 P CTJ 6 65\ - \ ZONED: R RESIDENTIAL \ \ \ 1 2 666667i 669\ I \ \ 70 400 0.52 TV rn / - _/ I ` \ \ - ` - _ \ ' , / ST�P SIGN \ _ \ _; \ __ _ _---_- _ --- _ - ------_-_- _-------__ \ B _ —12 W/ �� �\ \\ - -665- - _ \ \ \ — _ UGTT- — — — UGT— — TV — —UGT— _ —UGT— \ — _ _ JZW ' _ — — — — — — — — —— — — — — — — — — ' — \— 12„ W — — GRATE INL -_i` / \-- — — — I TOP-=66717 FL =663.b0- ROCKFISH GAP TPKE ' I \ / / ' U. S. ROUTE 250 11 / — . — . — . — . — . — . — . �AYEtAIDIN6-SIGN— VARIABLE WIDTH R/W oil \ \ 001 \\ II \\ _ ------------------- �11 _ \ --_ II \— — — — — — — — — — — co — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —___ter ----- - II Z I I STORM CULVERT I STORM CULVERT I I I I _ _ _ _ - l -- SCALE 1"=20' -I INV=654.14 I U I INV=651.63 U TI 0 20' 40' LT CLINT W. S FFLET >� • Lie. N 54380 �4 4-IS-2022 �v LmI V U1 o Z O W U w O � U O w a O ti W F_ DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=20' C� G IW V W Q � a a Q z (D_ W Vl > Q Jrz W O LL W � QJ 1 w w Lf N m a J IL w � O � U Lf O JOB NO. 48757 SHEET NO. C6.0 L m - - - - - - \\ ---------- - - - - -- 1 pLTH ��00 \, \, \\ \\ \�____-� - - - - --- ------------ - - -- WATER QUALITY CALCULATIONS: - ,h / ,lb r s ( - _ �\ \�\ \ \ \ \ \ \ - _ _ _ - - - SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR O-t CLINT W. •\✓o ^�` ro / \ \��\ \ �` ' -----------------(°7 REDEVELOPMENT SEE CALL. BOOK 7S FFLET >• - 86- \\\ f l - �'_ Lie.N 5431 ,� I\\' I / J/��_ J/ DISTURBED AREA: 2.05 ACRES 4-15-2022 �4: �V � l \.+' / - PRE -DEVELOPMENT LAND COVER: 1111111111 PRE-1-OFF: \ �� ` ��3` / \\ \ -' Sr► I /' +��� BSOILS: \ I I PRE -DEVELOPMENT OFF -SITE ♦ - - _ _ \ \ \ I 0.16 AC FOREST _ - \' r I TO ANALYSIS POINT 1 / \ ♦ + - - \ \ \ \ ` - _ - _ _ - -/ ` \ \ I 1 \,�� 1.24 AC MANAGED TURF n E TOTAL AREA = 0.66 AC'\� m IMPERVIOUS = 0.29 AC. \ �- - - 82 \ \ . - PRE-2A-OFF \ \ 1\ 0.44 AC IMPERVIOUS O U N c _ \ , ` - - - - - - PRE -DEVELOPMENT OFF -SITE - - - q �g> � �� / _ MANAGED TURF = 0.29 AC. I� - WOODED = 0.08 AC. , \ �� - - I \ \ ` \ - _ _ TO ANALYSIS POINT 2 \ \ i9 \ \ ��� \ \ \ / POST -DEVELOPMENT LAND COVER: E v E _ eR VILLE RD ` \ TOTAL AREA = 1.39 AC. \ \ \ IMPERVIOUS = 0.36 AC. - �\ \6,'\ \ \ \ \ B SOILS: w .N 3 3 ,� _ - - - - TE RTC. �5l _ < - - _ _ _ _ - \\ _ . \ MANAGED TURF = 1.03 AC. \ ` \ \ \ ` \ \ ♦ 0.77 AC MANAGED TURF ,w, ° 3 ¢ U. o 40 30' ESCRIPTIVE RNV \ \ \LL \ \ / 1.07 AC IMPERVIOUS �W L6 REQUIRED TP REMOVAL: 1.37 LBS/YR a -,n F. o o p N O P r _ �_ - - \ \ \ \ \ \ \ Z f a+ \ O - ' ' _ _ - - - \ \ - \ /\ \ \ \ \ THE 1.37 LBS/YR REQUIRED REMOVAL WILL BE SATISFIED BY PURCHASING NUTRIENT � �- � x V ■ UFO pHP ! - OH \ \ \ �7 \ ♦� \ \( \ \ \ \\ \\ CREDITS. TO BE PURCHASED FROM A DEQ APPROVED CREDIT BANK IN ACCORDANCE WITH o qLL LL Q .67� ' , - �� \\\ \ \ \ \ \ \ \ \ \ \ \ \ LIS CODE OF VIRGINIA 62.1-44.15:35. s N Z ti l I // \ ` \\ \ \ \ \ \ F 1 / / o / 1 it , 11 I 11 JIk j I J / / 1 ♦ / r r_ \ PRE-2-ON: \ \ \ \ \ \ \\ PRE -DEVELOPMENT ON -SITE _ \ ` \ _, \ \ \� \ `� \ \ \ \ \ \ \ \ ♦� \ \ \ \ \ \ ♦ \ \ ° N w > Lu 11111 D , �' I TO ANALYSIS POINT I , ` \ TOTAL AREA = 1.47 AC. - - \ \ \ \ \ \ \ \ WATER QUANTITY ANALYSIS POINT 1: WATER QUANTITY ANALYSIS POINT 2: H 1 + Bs to t sroRr I 1 / FRAME / REMAINS OF 6uaolMc IMPERVIOUS = 0.28 AC. ` ` � \ , \ \ \ � V MANAGED TURF = 1.04 AC. / I \ \ \ J _ \ I 1 � \\\ \\ \8 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) DRAINAGE AREA ANALYSIS (POST -DEVELOPED) � \ , / �� I WOODED 0. / I I 1 I I I 1 I// \\ \\ \\ \\ a o�� 1 I o 711 / 1 2 TORY p / I 1 T L F AME / / 1 I I r ' - 1 I I I I I I I / -r77� - 1 I lI \ \ \ \ C& \ \ \ /% \ \ \ \ \ \ \ AREA PRE-1-ON (ONSITE) AREA PRE-2-ON (ONSITE) AREA POST-2A-ON TO SWM A (ONSITE, DETAINED) p W F.F __ _ _ \ - 1\ ' J / 1 I I 1 1 I 1 l I \ \ \ \ ` \ \ \ TOTAL AREA = 0.37 ACRES IMPERVIOUS = 0.16 ACRES TOTAL AREA = 1.47 ACRES IMPERVIOUS = 0.28 ACRES TOTAL AREA = 1.31 ACRES IMPERVIOUS = 0.97 ACRES j 1 , __ / I m \ 11� % / \ I / /l \ \ \ \ \ \ \ \ 0Lu I I �' I)1 _ _ PRE-1-ON: e�s6ee ySTOa SAME 1 / / , I / / / / / / / / / I \ \ \ \ \ \ \ �p' \ \ \ \ \ \ \ �\ MANAGED TURF = 0.20 ACRES MANAGED TURF = 1.04 ACRES MANAGED TURF = 0.35 ACRES = N N FRAME / I / / ( \ 1 F PRE -DEVELOPMENT ON -SITE FFR--669.2, F.F.R 669.4 _ 69 / / / I / / // / / I I \ \ \ \ \ \ \\ \ TO ANALYSIS POINT 1 1 _ - - g _ -_ / I I / / / ( /% \ \ \ \ \ " e�...._ / \ iT \ \ WOODED = 0.01 ACRES WOODED = 0.15 ACRES WOODED = 0.00 ACRES CN = 79 CN = 74 CN = 90 p w �\ TOTAL AREA = 0.37 AC. g6 _ 1 A \ \ \ \ \ > w � -0329 CRE /� \ ® IMPERVIOUS = 0.16 AC. / _ PRE-2B-OFF / �/ I �g - I, \ \ \ \ \ \ \ \ \ ` TC=14.9MIN. TC=9.1MIN. TC=6.0MIN. _ _ _ _ _ MANAGED TURF = 0.20 AC. / / PRE -DEVELOPMENT \ / ///� OFF -SITE TO ANALYSIS \ \ \ \ \ \ \ \ \ \ �\ Q o \\\ \ _ _ _ \ / 1 'h \ l II \ \ WOODED = 0.01 Al oWnm Gm Puws i j POINT 2 \ f� \ \ \ \ \ 1 Q (CFS) V (AC -FT) Q (CFS) V (AC -FT) Q (CFS) V (AC -FT) p -®- �/ / �_ 1 TOTAL AREA = 0.06 AC. ` Yg� _ -`= = 1 YEAR 0.65 0.038 1 YEAR 2.14 0.105 1 YEAR 4.49 0.209 v1 DATE ' \ \ fm ANALYSIS POINT 1 ' IMPERVIOUS = 0.06 Al / // "°-° d`/ _ _/ I \ \ \ \ _ _`_ _\ _\ _ _ _ _ - - __ __- -_- _ - _ _ 10 YEAR 1.66 10 YEAR 6.54 10 YEAR 9.31 0 2/2/2022 DRAWN BY ' f \ \ ' ® ` \ ' } \ // ♦ _ - - \\1\� ___ ___\� - ip�-� _ _ _ _ - AREA PRE -I -OFF (OFFSITE) AREA PRE-2A-OFF (OFFSITE) AREA POST-2A-OFF TO SWM A (OFFSITE, DETAINED) \ _ _ _ ROCKFISH GAP TPK >♦ S s+ Q TOTAL AREA = 0.66 ACRES TOTAL AREA = 1.39 ACRES TOTAL AREA = 1.39 ACRES K. FLYNN R.SfT.SY- US. ROUTE 250 f s � ANALYSIS ♦ `� M \ IMPERVIOUS = 0.29 ACRES IMPERVIOUS = 0.36 ACRES IMPERVIOUS = 0.36 ACRES DESIGNED BY _ VARIABLE WIDTHRNV POINT 2 a MANAGED TURF = 0.29 ACRES MANAGED TURF = 1.03 ACRES MANAGED TURF = 1.03 ACRES 11111111 � ��-t � II m - - mll Z WOODED = 0.08 ACRES WOODED = 0.00 ACRES WOODED = 0.00 ACRES • C.SHIFFLETT -_ CN=81 CN=77 CN=77 • CHECKED BY Tc = 14.0 MIN. TC = 9.1 MIN. TC = 9.1 MIN. • _ - - - - -� � - - - - - - r - J 11 -\ -DEVELOPED- 11 _ - - - - _ _ SCALE I"=40' Q (CFS) Q (CFS) Q (CFS) • C. SHIFFLETT _ _ ,\ _ _ _PRE INW551.63 II • SCALE 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 SWMA • _ ,\ \� \ \\ � --- --- - --- - - -- --/-------- Q(CFS) IMPERVIOUS = 0.06 ACRES ,��\ \ ` \ \ \ \ \ \ - _ _ 9 \ ♦ \ �- \\ _-- - _ , - _ _ _ - - - _ _ _ _ - - - - - 1 YEAR 1.84 MANAGED TURF = 0.00 ACRES Q (CFS) �di ) f �� \- 6g� `�;\ \\ \\ \\ -66 `\ `��\\ `\\ _---' /'-'----_-- 10YEAR 4.70 3.10 ^r/j 16 le' fp', , / � 1\ \\ \� __ ��_------'------ _ CNO98D=0.00ACRES 10 YEAR R ' `40 ` \ ` \ ' / - ' _ - - - DRAINAGE AREA ANALYSIS (POST -DEVELOPED) TC = 6.0 MIN. AREA POST-2B-ON (ONSITE, UNDETAINED) AREA POST-11-ON ONSITE, UNDETAINED Q CFS TOTAL AREA = 0.16 ACRES `684/ \ TOTAL AREA = 0.37 ACRES 1 YEAR 0.25 IMPERVIOUS = 0.02 ACRES r / / / / \ ♦ - ` \ \ \ \ ♦ f '1A*Sias / / ' IMPERVIOUS = 0.09 ACRES 10 YEAR 0.46 MANAGED TURF = 0.14 ACRES 1/ f ' ' POST-I-OFt: // \\ ,♦, ` ` �g3_ ♦ \ \ \ - - - - /l \ /f MANAGED TURF = 0.28 ACRES WOODED = 0.00 ACRES z I T-DEVEI[OPMEN/T OFF-S(TE ♦ ` ` _ _ _ - " ♦ \ / 1 - \ \ 1� f WOODED = 0.00 ACRES COMBINED FLOW AT ANALYSIS POINT 2 CN = 73 �f < r TO ANALYSIS POINT 1 / I 1 1 r ibTAL AREA = OW66 AC! \� - ' T �- _ /VIOUS � \ - ` \ \ - - - - - - - / I POST-2A-OFF 1 \� I \ \ �, CN = 75 TC = 6.0 MIN. Q CFS (CFS) TO = 6.0 MIN. a 1 /fMPEF� j 0.29 All - �i82 � \ _ \ ` - - - - - - - - - M)4NAGCD TURF = 0.29�C. I - POST -DEVELOPMENT OFF -SITE ' - - � \ ��r> � � 1 YEAR 4.77 Q (CFS) V (AC -FT) ,I, ,, I WOODED = 0.0 AlAC. ` A- ( / ` - \ \ \ \ I TO SWM A _ _ \ TOTAL AREA = 1.39 AC. \ �5 \ \ �� \ \ \6' \ \ / Q (CFS) V (AC -FT) 10 YEAR 13.73 1 YEAR 0.26 0.011 (w� V , ` � 1 / eRQ�DNSVILLE RD \ \ IMPERVIOUS = 0.36 AC. - \ \ 1 YEAR 0.68 0.030 10 YEAR 0.78 ,`� 1�EjjjiSCRTE -75 � - -' _'---_ _ - - - _ - - \ --_ `\\ \\ MANAGED TURF = 1.03 AC. \ `\ \ \\ \ \ 10YEAR 1.92 Q w -30' E I 1 1\ _. ` ♦� ` \ _ \ /` \ / \ \ AREA POST-2B-OFF (OFFSITE, UNDETAINED) Z \ \ \ - �� /\ ` \ \ \ ` \ ♦ \ \ \ \ \ \ \ \ / \ \ \ \ AREA POST (OFFSITE, UNDETAINED) TOTAL AREA = 0.66 ACRES TOTAL AREA = 0.06 ACRES IMPERVIOUS = 0.06 ACRES O (�r�/ LL 1 1 1 W _ _ _ \ m _ _ - - - - - _ u11 \ \ \ \ \ �♦ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ IMPERVIOUS = 0.29 ACRES MANAGED TURF = 0.00 ACRES A� = _ \ \ \ \ ♦� \ \ MANAGED TURF = 0.29 ACRES WOODED = 0.00 ACRES LL } Q l� \+ \\\ WOODED = 0.08 ACRES CN = 98 Z z !/ I @ ' _ / / / _ 66�b ��\\ \\ _\\\ \ \\ \\ ♦� \\ \ \\ \\ \ \ CN=81 TC=14.OMIN. T0=6.0MIN. Lu O B __- I�IIj1I I / \ \ POST-2A-ON \\ \ \ \ ♦t Q(CFS) �J/j V/ � /' /' 6) I nlll ll l l / / / 'POST 67 -DE ON -SITE Y = _ \ \ _ \ \ \\\ \ \ \ \ \ \`♦♦ \ \ \ \ \ \ Q (CFS) 1 YEAR 0.25 _ 11 to°� ' I �1 1 , I ro\o / / / / / ' / / / TO SWM AT TOTAL AREA = 1.31 AC. - - \ \ \ \q,�'m IMPERVIOUS = 0.97 AC. \\ \674- \\ \ \ \ j \ \ \ \� \ \ \ \ \ \ \ \ l\ \\ `\ \ \\ \\ \ 1 YEAR 1.19 10YEAR 3.05 10 YEAR 0.46 w w ^I m w \� r \ I7°q 1 I c'p MANAGED TURF = 0.34 AC. I \ \ \ \ r{ \ \ COMBINED COMBINED PROPOSED FLOW AT ANALYSIS POINT 1 ' V Q 6741 FLOW AT ANALYSIS POINT 1 I MR M 111\ �- - J/J, ��\\\ // /1 1 1 1 \\ \� \\ \\ \ l \\\ \ \ \ Q(CFS) Q(CFS) 1YEAR 3.27 L.L V I I own 1\1 \ POST-1-ON: -_-_- - _/ /I < '- r - m 1\\ _ -_- 1 POST ON 3 , I 67 / / \/ \ \ \ \ \ \ I \ \ ` \ \ \ \ 1 YEAR 1.69 10 YEAR 13.57 \ -DEVELOPMENT -SITE I I 111 TO ANALYSIS POINT 1 / / \ \ \ \ \ \ \ \ \ \ \ �� 10 YEAR 4.53 _ 6I / / ��- \ \ \ \ \ \ O TOTAL AREA = 0.37 Al IMPERVIOUS = 0.09 AC. / \\ \\ \\ \\ \ \ \ \ CHANNEL PROTECTION (ENERGY BALANCE): CHANNEL PROTECTION (ENERGY BALANCE): \�\ - MANAGED TURF = 0.28 AC. /---\ / gg M A \ \ \ , ^ _ - - - - - - - ' ` ,/ /- DRYPOND��� 6 I \ \\'�\ 6C%A7 \ , - \ \ \ \ p, \ \ \ QDEVELOPED 0-80`(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + (PRE-1-OFF)QDEVELOPED < 0.80`(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + (PRE-2A-OFF) + (PRE-2B-OFF) 4 ` ` QMAX (1-VR) 0.80`(0.65 CFS 0.038 AC-FT)/(0.030 AC -FT) + 1.19 CFS QMAX (1-YR) 0.80`(2.14 CFS 0.105 AC-FT)/(0.209 AC -FT + 0.011 AC -FT) + 2.42 CFS + 0.25 CFS 6706767673 ' \ ® ANALYSIS POINT 1 QMAX < 1.90 CFS (1-VR) - Q < 3.49 CFS MAX (1-YR) - (P / POST-2B-ON: ►-- - - - - - - POST -DEVELOPMENT ON -SITE TO Q = 1.69 CFS <_ 1.85 CFS OK Q = 3.27 CFS <_ 3.49 CFS OK - \ \ T.+2 00 - 4 ROCKFISH GAP TPK ZMIt MAX 1-VR ( ) (1-YR) ,� - _ A* ! _6�160 U.S. ROUTE 250 f >• ANALYSIS -� ANALYSIS POINT 2 M °D VARIABLE WIDTH RNV _ _ _ _ _ POINT Z TOTAL AREA = 0.16 Al p IMPERVIOUS = 0.03 FLOOD PROTECTION FLOOD PROTECTION ���-� _ _ = Vm =-�t� mm- ^ \ \ POST-2B-OFF: \ MANAGED TURF = 0.13 Al - \II p�[1� ' -III \ \ ` - II \ \ POST -DEVELOPMENT OFF -SITE _ - - - - - - - - - - - - POST -DEVELOPED Q10 <_ PRE -DEVELOPED Q10 POST -DEVELOPED Q10 <_ PRE -DEVELOPED Q10 __------�_-- ' Y --- ---�-- TO ANALYSIS POINT JOB NO. 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 - - -POST-DEVELOPED- _ _ _ _ SHEET NO. Q 40' 80' L DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 0 2011 BMP Standards and Specifications Q 2013 Draft BMP Standards and Specifications TOP OF DAM = 672.00 �6'� LT Project Name: Crozet Self Storage Date: 4/11/2022 Linear Development Project? No Site Information Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) 1.84 Pre-ReDevelopment Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space ( acres) --undisturbed forest/open space 0.16 0.16 Managed Turf (acres) -- disturbed, graded for yardsorotherturftobe 1.24 1.24 Impervious Cover (acres) 0.44 0.44 1.84 Post -Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space ( acres) -- undisturbed, protected forest/open space or reforested 0.00 0'01) Managed Turf (acres) -- disturbed, graded for ards or otherturf to be 0.75 0.75 Impervious Cover (acres) 1.09 1.09 Area Check OK. OK. OK. K. 1.84 Constants Annual Rainfall (inches) 43 Target Rainfall Event (inches) 1.00 Total Phosphorus (TP) EMC (mg/L) 0.26 Total Nitrogen (TN) EMC (mg/L) 1.86 Target TP Load (I b/acre/y r) 0.41 Pj (unitless correction factor) 0.90 Runoff Coefficients (Rv) Check: BMP Design Specifications List: 2013 Draft Stds & Specs Linear project? No Land cover areas entered correctly? Total disturbed area entered? A Soils 850115 CSoils D Soils Forest/Open Space 0.02 0.03 0.04 0.05 Managed Turf 0.15 0.20 0.22 0.25 I mpervious 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 Weighted Rv(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 0.48 Treatment Volume and Nutrient Load Pre -Re Development Treatment Volume (acre-ft) 0.0559 0.0473 Pre -Re Development Treatment Volume (cubicfeet) 2,435 2,062 Pre-ReDevelopment TP Load (Ib/yr) 1.53 1.30 Pre-ReDevelopmentTP Load per acre (lb/acre/yr) 0.83 1.09 Basel i ne TP Load (I b/yr) (CAI Ibe/acne/yr applied to pre-redevel opment area excluding pervious land proposed for new impervious cover) a49 ' Adjusted Land Cover Summary: Pre ReDevelopment land coverminus pervious land cover (forest/open space or managed turf) acreage proposed for new impervious cover. Adjusted total acreage is consistent with Post-ReDevelopment acreage (minus acreage of new impervious cover). Column I shows load reduction requriement for new impervious cover (based on new development load limit, 0.41lbs/acre/year). Land Cover Summary -Post (Final) Post ReDev. & New Impervious Forest/Ope n Space 0.00 %Forest 0% Ma nage d Tu rf Cove r 0.75 Weighted Rv (turf) 0.20 V. Managed Turf 41% Impervious Cover (acres) 1.09 Rv(impervious) 0.95 %Impervious 59% Final Site Area (acres) 1.84 Final Post Dev Site Rv 0.64 Final Post - Development Treatment Volume 0.0988 (acre-ft) Final Post - Development 4,303 Treatment Volume (arbicfeet) Final Post - Development TP 2.70 Load (lb/yr) Final Post -Development TP Load per acre 1.47 (lb/acre/yr) TP Load Reduction Required (lb/yr) Land Cover Summary -Post Post-ReDevelopment Forest/Open Space Cover (acres) 0.00 Weighted Rv(forest) 0.00 %Forest 0% Managed Turf Cover (acres) 0.75 Weighted Rv(turf) 0.20 %Managed Turf 63% ReDev. Impervious Cover (acres) 0.44 Rv(impervious) 0.95 %Impervious 37% 'otal ReDev. Site Area (acres) 1.19 Re Dev Site Rv 0.48 Treatme 1.40 Post-ReDevelopment Treatment Volume 0.0473 (acre-ft) Post-ReDeveopment l Treatment = 2,062 (cubic feet) Post-ReDevelopment Load (TP) 1.30 (lb/yr)• Post-ReDevel opment TP Lead per acre 1.09 (lb/acre/yr) lax. Reduction Required (Below Pre- 20% ReDevelopment Load) TP Load Reduction Required for Redeveloped Area 0.26 (lb/yr) 100-YR ELEV. 670.86 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 1.14' 8'DIA.X1.5' 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 (ac) IMPERVIOUS COVER (ac) IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA (ac) MANAGED TURF AREA TREATED (ac) AREA CHECK i 90.82' - 18" HDPE @ 5.00% 6" IN CONCRETE D.A. E AREA CHECK 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. 0.00 0.00 0.00 0.00 0.00 1 OK. OK. OK. OK. OK. OK. Land Cover Summary -Post Post- DevelopmentNewlmpervious Site Treatment Volume (ft3) 4,303 New Impervious Cover (acres) Rv(impervious) Post -Development Treatment Volume (acre-ft) Post -Development Treatment Volume (cubic feet) Post-Deve lopment TP Load (Ib/yr) 0.65 0.95 2,242 1.41 TP Load Reduction Required for New 1.14 Impervious Area (lb/yr) Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (fta) TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCTION ACHIEVED (lb/yr) TP LOAD REMAINING (lb/yr) D.A. A D.A. B D.A. 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 0.00 0.00 0.00 0.00 0.00 0.00 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr)11 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 (lb/yr): 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 (lb/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 19.34 10' EMERGENCY SPILLWAY ELEV. 670.50 IMPERVIOUS CORE AND CUTOFF TRENCH 1-YR ELEV = 669.10 10-YR ELEV = 670.46 100-YR ELEV = 670.86 INV 658.11 CLINT W. 5p S FFLET >- ti Lic. N 54380 4C0 s 4-15-2022 �cv;: M E 0 ON o N vi N 0 > E E w ai E Q LL o 3 w 0 m ti Q j U m W J -Lri O � W O N v 3:O �N x cc W 6 U- o Q D 2 v N . c o rn N N M W J Z O o_ K U to w O Z O W U > O w U cke O W a O to S W K DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT- CHECKED BY C. SHIFFLETT- SCALE 1"=40' V J I --I a LU L I J L� r a z p z W U U) LIJ z tJ _J (Lu ° z J < C Q G WLU LU cc I..L N Q Lu /O I..V U � LL O V Nitrogen Loads (Informational Purposes Only) Pre -Re Development TN Load Final Post-Deve lopment TN Load (Ib/yr) 10.94 (Post- Re Devel opme nt & New 79.34 Impervious) (lb/yr) L Am IOB NO. 48757 SHEET NO. C6. z 48757-STRM 200 PROJECT: Crozet Self Storage Designed by: ROUTE PROJECT Crozet Self Storage DESIGNER: KAM DATE 2/2/2022 �� pj TH ����• CHECKED: UNITSNGLISH -,j� P • STORM SEWER DESIGN COMPUTATIONS LOCATION: t1 /�•� COUNTY: Albemarle Checked by: STORM FREQUENCY 10 CLINT W. 2i UNITS ENGLISHP.f„>/, $ FFLET > ii (l •54380 .54380 Air 4-I5-2022 40 ♦� ,,I ••�O �N♦��, G,, ^� E 0 0 u N N C > E w a E w LU w 3 Q a o 3 p U. 0 wO `mom 48757-STRM 300 PROJECT: Crozet Self Storage Designed by: ,a U 00 Z STORM SEWER DESIGN COMPUTATIONS LOCATION: COUNTY: Albemarle Checked by: O W a STORM FREQUENCY 10 3 O a tV1t 20 v UNITS ENGLISH o < = a to �i vry Z Z =�>>� O W ~ 0 ry > p wM � U ow 2 �H O tY t1 M O ttJ 48757-STRM 400 PROJECT: Designed by: w STORM SEWER DESIGN COMPUTATIONS LOCATION: � tY COUNTY: Checked by: STORM FREQUENCY rNj UNITS ENGLISH = a Q O Z O in 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' V7I 48757-STRM 300 PROJECT: Crozet Self Storage DESIGNED BY: Z HYDRAULIC GRADE LINE ANALYSIS O Checked: I --I INCIDENCE PROBABILITY 10 Year w U Q z U 48757-STRM 400 PROJECT: DESIGNED BY: O (D HYDRAULIC GRADE LINE ANALYSIS '� 7 Checked: v ' > L INCIDENCE PROBABILITY 2 Year } Cw Z G J o w wuU U) LLJ J W L Q NJ C /O a LL U w Q O JOB NO. 48757 SHEET NO. C6.3 ce DRAIN. RUNOFF CA TOTAL RAIN RUNOFF IN IU) < M 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 FL/Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) INCRE-ACCUM- MENT (5) ULATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. 209 210 208 0.420 0.430 0.181 0.181 0.000 0.000 8.901 1.608 672.394 670.890 30.078 0.050 12.000 Circular 8.627 0.002 8.425 0.060 207 208 206 0.200 0.670 0.134 0.315 0.000 0.060 8.861 2.788 670.791 668.631 54.002 0.040 12.000 Circular 7.717 0.005 9.051 0.099 205 206 204 0.420 0.500 0.210 0.525 0.000 0.159 8.795 4.614 668.530 667.896 63.434 0.010 15.000 Circular 6.996 0.004 6.103 0.173 203 204 202 0.500 0.310 0.155 0.680 0.000 6.000 6.230 4.234 667.800 667.089 71.091 0.010 15.000 Circular 6.996 0.004 5.984 0.198 201 202 200 0.300 0.510 0.153 0.833 0.000 6.198 6.172 5.139 666.309 666.000 15.431 0.020 21.000 Circular 24.272 0.001 8.023 0.032 PIPE NO FROM POINT TO POINT AREA "A" Acre (3) COEFF. "C" (4) INLET TIME Minutes (7) FALL In/Hr (8) Q CFS (9) VERT 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 Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) INCRE- MENT (5) ACCUM- ULATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. 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 4.235 0.097 PIPE FROM POINT TO POINT DRAIN. AREA "A"MENT RUNOFF COEFF. CA TOTAL INLET T RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH of Pipe SLOPE SIZE (Dia. Or SHAPE Capacity Friction Slope VEL Vn FLOW TIMENOREFERENCE INCRE- ACCUM- ULATED ADDTL CA 7ND LOWER STA. REFERENCE STA. INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE 9_EV. DIA. RPE Do (In) DESIGN DISCH. Qo (CFS) LENGTH FiPE Lo (Ft) FRICTION SLOPE, Sfo (FT/Ff) FRICTION LOSS Hf (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surtace Elevation Rim Bev Comments Vo FH Qi Vi OiVi Vi"2/2g Hi Angle FIr1 Ht 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 WATEI? DIA. PIPE DESIGN DISCH. LENGTH FiPE FRICTION SLOPE, Sfo FRICTION LOSS JUNCTION LOSS FINAL Inlet Water Rim Comments 1.3 0.5 OR STATION SURFACE Do Qo Lo HF Vo Ho Oil VI CyUi Vi'2/2g Hi Angle FIO Ht Ht Ht H Surface Bev JUNCTION ELEV. (In) (CFS) (Ft) (FT/FT) (Ft) (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 DIA. FiPE DESIGN DISCH. LENGTH PIPE FRICTION SLOPE, Sfo FRICTION LOSS JUNCTION LOSS FINAL Inlet Water Rim Comments 1.3 0.5 OR STATION SURFACE Do Co Lo HF Vo Ho Qi Vi QYi Vr2/2g Hi Angle Fi0 Ht Ht H[ H Surface Bev JUNCTION 9_EV. (In) (CFS) (Ft) (FT/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 co L IlVLEf z��VCwJ v� H�� � �^ m (3 rn m 3 W a � x W� F �j Sag Inlets Only 100 DI-1 2.000 0.050 0.90 0.045 ll'RI®1'I' 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 BH[=O.OST 202 DI-3C 8.000 QI20 0.90 0.108 Back/Lt. 0.000'RI O.I80 0.25 0.045 Back/Lt. O.ls3 a 0.61? 0 0.0200 0.0200 2.460 2.000 0.81301 0.0833 4.16s Back/Lt. 0 a 0 0 Ahead/Rt. 0.612 0.0200 8 Q612 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. o.000'RI o.a6o o.zs o.Hs Back/Lt. 0.151 4 0.604 0 0.0100 0.0208 3.495 2.000 Os722s 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 0.604 0.0100 2.000 2 0.604 L410 0.166 s.409 s.647 Weir Flow 206 DI-3B 4.000 O.I60 0.90 0.144 Back/Lt. 0.000'RI 0.260 0.25 0.06s Back/Lt. 0.209 4 0.836 0.022 0.0100 0.0360 3.60s 2.000 Os5479 0.0833 2.31389 3.14 Back/Lt. 0 4 0 0 Ahead/Rt. 0.858 0.0100 4 08s8 L607 0.288 0.333 0.864865 3.607 3.720 Weir Flow 208 DI-1 2.000 O.I30 0.90 0.117 O.000RI 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 O.1I542 BH[ =0.082' uo DI-1 z.000 o.lzo 0.90 o.loa trRIaIT osoo o.zs o.ms 0.183 4 0.732 0 0.732 0.0100 2.000 2.000 0.952 0.697 0.035 0.13258 BH[ =0.096' 302 DI-3C 6.000 0.090 0.90 0.081 Back/Lt. O.000RI©1'I' 0.081 4 0.324 0 0.0200 0.0200 L664 2.000 1.20192 0.0833 4.165 3.52 Back/Lt. 0 4 0 0 Ahead/PA. 0.324 0.0200 6 0.324 0.718 O.160 0.333 0.48048 2.718 2.993 Werz Flow 402 DI-1 2.000 0.020 0.90 O.Ol8 Back/Lt. 0.000'RI 0.I20 0.25 0.03 Back/Lt. 0.048 4 0.192 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.192 0.0100 2000 2 n_I92 Os81 T>8.oft EX 400 DI-1 2.000 0.380 0.90 0.342 Back/Lt. o.000'RI o.aao o.zs o.11 Back/Lt. 0.090 o.zo 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 1 880 2.661 T > 8.0 ft ,�pLTH of Z CLINT W. zo8: DI-1 0oca�7 S FFLET > f0 0 0m o STA 12+08.96 0 Lic. N 5I386 4 t o o CM t o TOP 676.21 0 4 IS 2022 �v c,) co 04 CR INV IN 670.89 (209) o m rn °^o • ���� co q o u) rn 1 rn °o INV OUT 670.79 20 o M �` ui • `s.S �G�� rn co n co M ( n Co o co •• 1011AL �' �� U Nan (O �r Co m 7 W °D (O ���M (o Cou'1(o •• 1� 200: ES-1 for 21 inch Pipe m+ ri m F °' 6 m F M+ N� H 210: DI-1 � �(o F � o N H 00#00#046 STA10+05.00 o��z EF,((ooz0 p�(noz STA12+39.04 v�co°z0 p��0 TOP667.92 oF0» aQa» �Qa» TOP677.18 Qa» NQa> 0�0 0�0 X�0 0�0 INV IN 666.00 (201) N(gHz z N(nHZ z C-4 Z INV OUT 672.39 (209) w(gFzz 'tOFz Mo E 680 680 680 680 N U N C > E w ai E w w 3 Q LL o 3 p LL — wo `mom V 000 Z aLu —Li 0 .. rn C7 Lu �� a w v 30 =X cva � w t -.0 oa ==LL o v) Lni Z" Z Z W ~ �� > w M Lu 0U �H O a M O W x ti c� > cu 0 x 0 ry w rsl w F a o z O in DATE 2/2/2022 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 D W NBY NN 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 • a 00 LLI 0 O L LO o 06 a N m _ c 0,00(D UrnuO(O IL +c°'oo� - +oF oomz_0 cce) (D0 O n Cp F O > > Np � 0 > (n � Z Z � U) Z u0 675 675 o°orn((Oo 300: ES-1 for 15 inch Pipe M + N H STA 10+04.00 0 o m O TOP 667.38 N Q a > INV IN 666.00 (301) ooi U)) FO z 675 675 IIwnn V Z V/ O�W Vl > LL J ,,Lu OU a V/ w J w w Lr Nm0 z Q� O a � 0 U 9+50 10+00 11+00 9+50 10+00 11+00 11+50 STR 300 - STR 302 STR 100 - STR 102 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 JOB NO. 0 48757 0 50 PROFILE SCALE SHEET NO. C7.0 PROPOSED — — GRADE EXISTING / 675 G DE / 675 J 2.5'.DAi 9 20$ OF 670 670 -- _- 20o 5N [ ` O 1�5� IO - OF --- 205 54� NpP 203 63 43' OF 1y, ° 7 .09' OF 15" HD �i400 665 1.00% 0 HYDRA LIC 665 15.43' O 21" HDP GRADE INE 2.00° 660 660 655 655 PROPOSED GRADE EXISTING 670 GRADE 670 - -WSE-- -- ---- HYDRAULIC GRADE LINE 665 301 665 15" NDpE � 2 00% 660 660 655 655 co L EXISTING � GRADE / 675 675 PROPOSED GRADE 670 670 2.5' MIN. - 665 665 HYDRAULIC 401 10 .29 OF GRADE LINE ,HppE 1 2 00% 660 660 655 655 PROPOSED GRADE 670 670 EXISTING � GRADE 665 665 660 660 O 90 N�QE 1 , yob°�o 655 655 650 650 PLANT KEY TREES BOTANICAL NAME �ALTH Op Lj ACE BUE ACER BUERGERIANUM NYS SYL NYSSA SYLVATICA OCR PLA OCC PLATANUS OCCIDENTALIS U I" W, j lu QUE PHE QUERCUS PHELLOS Wo. 1 QUE RUB QUERCUS RUBRA 04/15/2022 U EVERGREEN TREE BOTANICAL NAME scAPE AR��� ILE SAT ILEX OPACA'SATYR HILL' FLOWERING TREES BOTANICAL NAME o E u AME BBB AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' nN c ❑ CAR CAR CARPINUS CAROLINIANA > E v E - - - - - CER FOR CERCIS CANADENSIS FOREST PANSY' TM- H_ W N 3 COR FLO CORNUS FLORIDA H_ U 3 LL MAG SWE MAGNOLIA VIRGINIANA G s M ¢� j Voo z w —ui O - - SHRUBS BOTANICAL NAME a 5: N N a I CAL KAR CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' Z COP OCC CEPHALANTHUS OCCIDENTALIS 30wx U) � N LL W ILE BUR ILEX CORNUTA'BURFORDII NANA' o = N Z Z I ILE HOO ILEX CRENATA'HOOGENDORN' ¢' I ILE GLA ILEX GLABRA E ry j Lu I ILE WIN ILEX VERTICILLATA U ITE NLA ITEA VIRGINICA'LITTLE HENRY' j NOTE: MAH BEA MAHONIA BEALEI O I -VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM U BROWNSVILLE RD I THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MIS MOR MISCANTHUS SINENSIS'MORNING LIGHT' u STATE RTE. 751 / LQU 0 0 30' PRESCRIPTIVE RM/ _ EXISTING / VINE BOTANICAL NAME - F_ BOUNDARY LINE I _ — — 6" w -- (4) ACE BUE s 61, w 6" w 6" w 61 w _ _ rn GEL CAR GELSEMIUM SEMPERVIRENS 0 � _ �6"w— NAIL PIr NAIL 6 w— W I_ (13) ILE SAT SET (15) MAH B I TND.SET (1) QUE PHE GROUND COVERS BOTANICAL NAME(10)ILEBURS ) _ � S'50 50"F _ _ 2 0.80_ _ _ _ _ (11) ILE WIN CAR PYL CARER PENSYLVANICA w w rN L N85'00 0CIE (5) CER FOR Epp (1) MAG SINE� (14) ILE GLAIF] / _ _ \1A,/ CAR STR CARER STRICTA Q p o (8) ILE SAT _ _ — (28) ILE BUR ECH FUR ECHINACEA PURPUREA z L HYP 0-- CA HYPERICUM CALYCINUM DATE -68 BIG LIRIOPE MUSCARI'BIG BLUE' _ � _ - _� - - 0 • - J. - - _ __ III - LIR � 2/2/2022 . Oh t• RUDBECKIA EXISTING ' VEGETATION / i % P • = G++ • - j• - SED T S X'AUTUMN SEDUM XUMN JOY' L Y DRAWN BY � � AU' • --- \\. • _ ITO REMAIN / H • - - — - - - - ' "_ M. RACHNER H _ I l l �l l I � i• � i � ' 61d � • �•,�V � � _ � ��' DESIGNED BY OHP / / / / I 1 (15) ILE BUR \ 6" HDPE ROOF -LEADER, _ J 680 2' MIN. COVER, 1% MIN. - - - - - SET 6 (6) ITE NLA F. HANCOCK SLOPE, TYP. A <7 �I�I II III 1 I II ' • / ' t`i i _ - _ A _ �(6) MAG SWE NAIL CHECKED BY • _ , ' 7Q _ A V ` (5) NYS SYL,, SET F. HANCOCK •� SCALE -�IIIIIIIIIII III I �� � / �� i� /�/ / �� i�" � �-672�-- - � � � � \�� \; \ • 1"=20' I I I I I I • ro� m ROD co�' �' F _' (57) HYP CAL I SETT SET ' (28)ILE WIN[ — — rO I — / _ / , — PR4V DRHmt,tvH — _ v / / (41) HYP CAL / i EN 9 (2)NYSSYL v I v v v v v �� - ' / 41 HYP CAL (105) RUD AMP V A � NA ES �co ( / / / I I � / � ( ) _ C m N I I .1 i (4) QUE PHE m I -10'2RIVATE DRAINAGE - - • 1 _ _ - _ — - — _ — J 0 mEASEMENT I - - - - - 69- O w We h G • 4' � � \I / N6 I I / / \ // ///1 N I (6) AME BBB r I I I . _ _ / fb' 6" HDPE ROOF LEADER, (44) ECH PUR • I / 1 Q 7 °� ' 2' MIN. COVER, 1% MIN. ' < Z 3 CAR CAB ' (84) CAR STR- 66 ' / 52 RUD AMR C ' ' - - - - SLOPE, TYP. )4 / Z ( )QUE RU ( 2) P \ _ ' ' - e < •a �i j MANAGED SLOPES (TYP.) 667 \ I O (30) ITE NLA ;r i; �.< - // ®� ���i ���/ - l68 ST RMWA > >- W Lu I - rS - � - - - —_i //• +� .++ .++ -. ----- - _ � 'r /// I NAIL \\ �� � � � �/� w U I 2_ • - _ _ � SET \_ — __- � - /ACC •C.I � / / / / / ,(28) ILE GLA � SPILLWAY, ELE�` 670. � i / y' - � - -- - � v, \ ❑ �(10) ILE BUR \ _ - v _ _ a I ` 7 I LL RODS —665— (22) ECH PUR \ \ - - - _ - - ' Iw m Z � SEA- � yy. UGT - - � � _ I _ 1ZrW— ` ----'----_12"w---- -- __ � i \ — 1� ^ I J l \ 6�7- ---- uGT-- Tv u — (57)LIRBIG - ---- -- - _ 1z�w- — ---- N Q Q ---- _ _(29) ECH ROCKFISH GAP TPKE PUR(22) ECH FUR (23) SED (60) CAR Epp PYL �_— _ _ _ (63) LIR BIG - - - - — (39) CAR STIR ALIT / / (13) PLA OCC I - ' U.S. ROUTE 250 (52) CAR PYL (52) SED AUT_ — GRASS -LINED DITCH, TYP. (15) COR FLO I \ (73) CAR PYL VARIABLE WIDTH R/W / (35) MIS MOR (19) GEL CAR (79) ILE HOO (13) COP OCC (21) SED AUT (36) CAL KAR 0 (71) CAR PYL II — — — — — — — STORM CULVERT STORM CULVERT _ o z SCALE I'I JOB NO. I \ I o zo' ao' 48757 I \ SHEET NO. I L1.0 L 3- 2" x 2" HARDWOOD STAKES County of Albemarle ROOT BALL Conservation Plan Checklist —To be placed on Landscape Plans (Handbook, pp 111-254-111-297 for complete specifications) 12 GAUGE GALVANIZED WIRE I. The following items shall he shown on the Plan: ® 1 mes to he saved: ® Limits of cleuring (outside dripline of trees to he saved): ® t.ocation and type of pmtedivc Icncing: 0 Grade changes requiring Ina wells or wolfs; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shell be marked with print or ribbon at a height dearly visible to equipment operator.. NEW 1/2" RUB ® No grayling shall begin until the tree marking has been inspected and approved by a ( Duna} Inspector 3. Pre-Coostruclion Conference: 12 GAUGE GALVAN 0 free preserva(ion and pmtectiun measures shall he reviewed with the contractor on site. ALLOW FOR SLIGHT N 4. Equipment Overstion and Storse ® Heuvy equipment, vehicular trallic and stomge of construction materials including Vol shall not he permitted within the driplines of lmcs 3 2x2 HARDWOO to be saved. 2'-6" MIN BELOW STAKE SHALL BE 5. Sall Erosion and Stormwsler Detention Devices: ® Such devices shall not adve'sels affect teas to he saved MIN. 18" OUT FIR, AND OUTSIDE OF 6 fires ® Fires arc not penmitted within IOU feet of the dripline of trees to he saaed- SET ROOTBALL FLUSH TO 7. Toxic Materials: 1-2" HIGHER IN SLOWLY ® Toxic materials shall not be stored within 100 feet of the dripline of Imes to he sos ed. SOILS. DO NOT COVER TI g. Protective Fencing: THE ROOTBALL' ® Trees to be retained within 40 feet ol'a proposed building or grading activity shall be protected by fencing. RQQTFLARE SHALL ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. ABOVE FINISH 9. Tree Wells: ® When the ground level must be raised w ithin the dripline of a tree to be saved, a tree well shall he provided and a construction detail PRUNE submitted for approval. 10. Tree Waits: ® When the ground level must be lowered within the dripline a tree to be saved, a tee wall shall be provided; and a construction detail submitted for approval. IL Treaehia z and Tuna dine; la When trenching is required within the limits of clearing, it shall be done as far away from the trunks of Vices as possible. Tunneling 1:1 SLOPE Oi' under a large tree shall be considered as, an alternative when it is anticipated that necessary trenching will destroy t'ttder roots. PLAN 12. le nu : SCARIFY SIDES BEFORE ® Protective fencing shall be the last it. Ill rcnnn ed during the final cleanup. rLERSIGITATURE PLACE RO( ged Trees: amaged trees shall be treated immeJiatcly by pruning, fertilization or other methods recommended by a uce specialist. UNEXCAVATED OR TAI IS THE DEVELOPER'S RF: `; 1'ONSIBILITV 'r0 CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. (20�Allk — /— / — Z-0 2 a- IDaI F.) HEIGHT VARIES WITH PLANTS 12" MIN. 1 to L TURE PLAN VIEW: GROUND COVER PLANTINGS 5/1106 Page I of 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 INSTALL SHRUBS SO THAT TF"­ TOP OF THE ROOTBALL IS F THE SAME GRADE P ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TIC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP% OF BAI BACKFILL PLANTING PIT WIl NATIVE SOIL. INCORPORAI 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 %3 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 -W 1 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 1/3 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 ROOT 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 BOTANICAL NAME COMMON NAME 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 COR FLO 15 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 1,860 MAG SWE 7 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6'-8' HT. B&B 791 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" o.G. COP OCC 13 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 30" HT./SPRD. CONTAINER 72" G.C. ILE BUR 63 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" G.C. ILE HOO 79 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER 36" G.C. ILE GLA 42 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.G. ILE WIN 39 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER 48" G.C. ITE NLA 48 ITEA VIRGINICA'LITTLE HENRY' VIRGINIA SWEETSPIRE 18"-24" HT./SPRD. CONTAINER 36" G.C. MAH BEA 15 MAHONIA BEALEI LEATHERLEAF MAHONIA 24" HT./SPRD. CONTAINER 72" G.C. MIS MOR 135 1 MISCANTHUS SINENSIS'MORNING LIGHT' MORNING LIGHT EULALIA GRASS 24" HT./SPRD. 1 148" G.C. VINE I QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT I SPACING GEL CAR 119 1 GELSEMIUM SEMPERVIRENS JESSAMINE ESPALIER 1 1 GAL. I CONTAINER 48" O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR PYL 256 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 4" POT CONTAINER 18" O.C. CAR STIR 123 CAREX STRICTA TUSSOCK SEDGE 4" POT CONTAINER 18" O.C. ECH PUR 117 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 120 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 4" POT CONTAINER 18" O.C. RUD AMP 1157 1 RUDBECKIA AMPLEXICAULIS BLACK-EYED SUSAN 4" POT I CONTAINER 118" O.C. SED AUT 196 1 SEDUM X 'AUTUMN JOY AUTUMN JOY SEDUM 4" POT I CONTAINER 18" O.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 470135 = 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 14 PARKING SPACES 14/10 = 1.4 1 LG. SHADE TREE 4 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 6,922 SF 6,922 x .05 = 346 SF 346 SF 617 SF TREE COVER CALCULATIONS per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA 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. IK W. H)TpCiIII 04/15/2022 M E 0 o N � N C > E W ni E H_ LU > w w 3 ¢ U. 3 0 W O wO `m, Y W L M Q�_j U00 W J —N (7W NV w 30'x LL _ N N =v>� F a . c Lrt 0M N at 1- M a� O w yo H INSPECTIONS/GUARANTEE a UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL U) 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. W a DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1 "=50' V 1 J W H1 < QW< 0 Z 0 "z U) U_ z �< V 1 J W 5 U U W U)w0 <z Ui N Q 0 Q oC U U 0 z Q J JOB NO. 48757 SHEET NO. L2.0