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HomeMy WebLinkAboutWPO202100004 Plan - VSMP 2021-11-02 (3)SOUTHWOOD PHASE 1 -BLOCKS 9, 10, & 11 SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: LIMITS OF DISTURBANCE: 7.97 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 DRAINAGE DISTRICT: MOORES CREEK 09000-00-00-001AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001EO PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001DO PARCEL AREA: 86.80 DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 ZONING: REFER TO ZMA 2018-003 TOPOGRAPHY SUPPLEMENTAL TOPO LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP P.O. BOX 340 28 IMPERIAL DRIVE MINERAL, VA 23117 STAUNTON, VA 24401 DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920 DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S. PAUL.HU BER@TIM MONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 4.63 AC WPO PLAN WP0202100004 COUNTY OF ALBEMARLE, VIRGINIA BURIAL SITES: NO CEMETERIES FOUND ON SITE. BUILDING HEIGHTS: MINIMUM BUILDING HEIGHT PROPOSED IS 2 STORIES (25' REVEALED ON HIGH SIDE OF TUCK UNDER TOWNS) AND MAXIMUM BUILDING HEIGHT PROPOSED IS THREE STORIES (35'). STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF A STORMTECH ISOLATOR ROW, A STORAGE PIPE, AND A CONTECH JELLYFISH FILTER. AGRICULTURAUFOREST DISTRICT: NONE SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[ ] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. A PORTION OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (16 IN TOTAL). 3. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 4. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE CODE AMOUNT UNITS ACT AM PEAK HOUR PM PEAK HOUR IN F OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 54 D.U. 400 6 19 25 18 11 29 TOWNHOMES SINGLE FAMILY 210 26 D.U. 297 6 17 23 17 11 28 VILLAGE 1 TOTAL 80 D.U. 697 12 36 48 35 22 57 APARTMENTS/ TOWNHOMES 220 86 D.U. 641 13 34 47 30 17 47 BLOCKS 9 - 11 TOTAL 86 D.U. 641 13 34 47 30 17 47 CUMULATIVE TOTAL 166 D.U. 1338 25 70 95 65 39 104 Table 3: Phase 1 Site Trip Generation rrE WEEKDA AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL IN OUT TOTAL Phase 1 Residential"' Apartments/Townhomes 2201" 270 D.U. 2.000 28 95 123 90 53 143 Single Family 210 30 D.U. 343 7 19 26 20 12 32 Residential Subtotal 300 D.U. 2,343 35 114 149 110 65 175 Commercial Retail 820 25,000 S.F. 944 15 9 24 46 49 95 Office 710 25,000 S.F. 277 43 7 50 5 26 31 Commercial Subtotal 5R000 S.F. 1,221 58 16 74 51 75 126 Phaw 1 Totil 3,564 93 130 223 161 140 301 Phase 2 Residential(') Apartments/Townhomes 22M�1 143 D.U. 1.040 15 52 67 51 30 81 Single Family 210 16 D.U. 193 4 12 16 11 6 17 Residential Subtotal 159 D.U. 1,233 19 64 83 62 36 98 Phase 2 Total 1 1,233 19 64 83 1 62 36 98 Southwood Total (Phase 1 * Phase 2) 1 4.797 1 112 194 306 1 223 176 399 Source: ITE Trip Generation, 10th Edition. 1. Residential tdp generation assumes 10% of the units will be single family dwelling units. All others will be apartments/townhomes. 2. RE includes townhomes and apartments In the same category with the 10th edition. 3. The o,ierall dewtopment (Phase 1 + Phase 2) is capped at 5,000 daily trips, To ensure maximum flexibility, Phase 1 aps were assumed to be split evenly between residential and commercial uses. 4. Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a net increase of 159 units. 1/18/2021 U Oak Hill Q J� /14v SITE LOCATION M S� p Hickory St n wn cx lacks, i a o VICINITY MAP 111=10001 DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 BLOCKS & OVERALL PLAN C2.2 OVERALL PHASING PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.2 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.3 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.4 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.5 EROSION & SEDIMENT CONTROL PLAN PHASE II C3.6 EROSION & SEDIMENT CONTROL PLAN PHASE II C3.7 EROSION & SEDIMENT CONTROL PLAN PHASE II C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.9 LOT & EASEMENT PLAN C4.10 LOT & EASEMENT PLAN C4.11 LOT & EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 DETAILED GRADING PLAN C5.4 DETAILED GRADING PLAN C5.5 DETAILED GRADING PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 STORMWATER MANAGEMENT CALCULATIONS C6.2 STORMWATER QUALITY SUMMARY C6.3 STORMWATER SUMMARY PLAN C6.4 PIPE & INLET CALCULATIONS C6.5 PIPE & INLET CALCULATIONS C6.6 UNDERGROUND DETENTION DETAILS C6.7 UNDERGROUND DETENTION DETAILS C6.8 UNDERGROUND DETENTION DETAILS C6.9 UNDERGROUND DETENTION DETAILS C7.0 STORM PROFILES C7.1 STORM PROFILES WPO PLAN TOTAL NUMBER OF SHEETS = 41 APPROVED by the Albemarle County Community Development Department Date 11/1/21 I � I �tJ11•yl tyll urtltTtL � yan D. Cichocla 'Z -1 tic. No. 53741 a� 9/Zzifiliq �. 1003to rSIM N z 0 f f LM tiiti DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1�1 1� 06 0 l--1 V � U 0 MJ W w J IY Q LU 11 w J a 0 " U W0 U 0 0 0 2 0 V/ JOB NO. 47036 SHEET NO. C0.0 L LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM ���� �� S EXISTING SANITARY SEWER PIPE & STRUCTURE NO. `'� �® DROP INLET & STRUCTURE NO. S�SANPROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER 0 PROPOSED PAVEMENT -W- EXISTING WATER LINE - • • CENTERLINE OF DITCH B• yy PROPOSED WATER LINE BENCH MARK R B• yy PROPOSED VALVE . . CLEARING LIMITS - iT! g• NI PROPOSED TAPPING SLEEVE -� R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - -- EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB TC 240.5 PROPOSED SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL 1Q PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGEDSLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR SEPTEMBER 14, 2021 INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). LINES AND STRUCTURES, AS NECESSARY. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SUBGRADE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF WAY. (N/A) THE LINE. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. OF ROAD. (N/A) 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SLOPE OF 0.004 ft./ft. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-09. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. THE END OF THE DAY 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED REVISION OF THE ASCA RULES AND REGULATIONS. BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County Private Road Acceptance Procedure Albemarle County As -built Road Plan Policy This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline and the position of the roadway q gh Y P Y P Y within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P sight right-of-way copies of the actual recorded documents � easements and � t-of-wa YPlats. Plats should be from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 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 (EXT. 131). 38. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 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) A=� COUNTY OF ALBEMARLE fi Department of Community Development rya 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. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). drawn may n t therequirements of rans O .This Ian as dm of accurately reflect P ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:verticai). 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 1I1. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). •yan D. Cichocld lac. No. 53741 9*3(0 M E 0 rn o N � N C > E w a E < w v 3 Q LL O 3 C)LL w 0 m J U 00 J - a (ALu N Z W Q Mr Q X m LL p a v = N N Fva� c C' ;; m 00 � M a� CL O ce 0 z 0 a_ U to LU 0 LULLJ N w O O > j 00 2 � � U) a to k- ti CL O O F , Q �V 0 ITV � DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1__1 1�1 06 0 TT� V / U O > J_ W w Q _1 I - a LU � 0 w co 1-I a 06 LLJ O Cn LJJ I- O 0 Q u Z 2 0 0 I �0 V/ JOB NO. 47036 SHEET NO. C1.0 L CD-1 ( EW-72 TOP OF CUT PAY LIMITS FOR (TY%COL) CUT OUTLET PIPE TO GRenrPAVEMENT BEGIN WITH 45- _-SUBBASE DITCH LINE ELBOW FILL UBGRADESHOULDER LINE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LANES y� 5�y (WITH TYPE 1 SELECT MATERIAL) - SL- - - 7' 7 - .• 5° TRENCH PLACEMENT EDGE OF PAVEMENT 1� PAY LIMITS FOR OUTLET PIPE T( SHOULDER LINE \ BEGIN WITH 45° F PAVEMENT SURFACE M BASE L ELBOW OF TOE OF FILL 00000 00000oio000 0O -SUBBASE (TW,YPCPL) - o- o - o. o . o . o0 000o F-SELECT MATERML TYPE I OR X o; o; o o. 057 AGGREGATE, #8 AGGREGATE OR CRUSHED O/ 41 CLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW F CEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR , PAVEMENT SURFACE M BASE 0 0 0 0 00 0 0 0 0 , SUBBASE OR CEMENT STABILIZED SUBBASE G- o o - o - - F SELECT MATERIAL TYPE I OR SUBGRADE 0 0 00 o . o - -.A (CEMENT OR LIME STABILIZED) , • • • • , • o 0#57 AGGREGATE, #8 AGGREGATE OR CRUSHED MAN( FILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRNN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A MADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) GRADE. CRUSHING STRENGTH )(W.T. 4" NOM. DIAMETER MW.T. 6" NON. DIAMETER WALL 9�a .O3 0.153 70 PSI 11111( 70 PSI HNH 4. ON CURB MD GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERMAINS. THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 1E10M TESTED ACCORDING TO MTM D-2412 AT 5X DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. �VDOT STANDARD COMBINATION UNDERDRAIN SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 -UNITS OF PAY FOR 1n:a.;I L EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS �ySO" TRAVEL LANES CENTER LINE SECTION -1--�-- �i_f-------E_-- - (WITH TYPE 1 SELECT MATERIAL) IM EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LINE YWAL)a-4l TOE OF FILL -PAVEMENT SURFACE M BASE 0 0 0 00 0 0 0 0 0 0 0 0 0 o SUBBASE / LIMITS OF PAY FOR OUTLET PIPE .o-o. 000a 0000:o0-0.0600 o�-SELECT MATERIAL TYPEIORII PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. P_0„ DRAINAGE FABRIC NON -PERFORATED OUTLET PIPE OR SURFACE M BASE TYPE OF PIPE CRUSHING STRENGTH 6.T. 4" NON. DIMETERI X W,T. 6" NOM. DIAMETER SMOOTH WALL PVC 1 .103 1 1 0.153 SMOOTH WALL PE 1 1 70 PSI N** 70 PSI XXX 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE 6-.6 �- SELECT MATERIAL TYPE I OR SUBGRADE 6-*WALL THICKNESS (WIN) -INCHES (CEMENT OR LINE STABILIZED) X)O( TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. #57 AGGREGATE, ke AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. FABRIC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AD THROUGHLY HAD TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. I= DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UNDERMAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CO-2 - INLETS OR MANHOLES. 5'-0" SIZERNOp TE 21B (6" MIN. DEPTH) BASE MATERIAL TYPE 4. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER MANAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN DVDO'F REFERENCE ROAD PND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 ]O1 VIRGINIA DEPARTMENT OF TRANSPORTATION O8.U5 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AT IF CAST N PLACE, 4000 PSI P PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUSOF 300 FEET OR LESS ((LONG FACE OF CURB) SH&L BE PAD FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STMUZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB M GUTTER SHIM BE CONSTRUCTED PMALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWMLE CRITERIA FOR THE USE OF W-6 IS BASED ON ROADWAY CLASSIFICATION AID DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. D rT A BE CONCRETE OF THE CONTRACTOR ERE"DE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 A U A R1-1 STOP *Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 775 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12L 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB /\ x 12" \���> X . . JW •IL IL� �: FLUSH CURB (PARKING LO No Scale r 6" E VDOT A-3 CONCRETE NON -SLIP BROOM FINISH C VARIABLE WIDTH' MAX. CROSS SLOPE 2%Q D 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS C a NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.10A 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE \/\\\/�\\/\\\/\\\/\\\/\ COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2016 ROAD & BRIDGE STANDARDS NOTE:WHEN A PEDESTRIAN ACCESS ROUTE _ CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2/. FOR A WIDTH OF 5 FEET. CG-11 A� XXSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o C C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CC- 6 CONFIGURATION. (SEE NOTE 1) - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. (SIDEWALK (SEE M - - - - NOTE 5) z OPTIONAL UNPAVED SPACE r 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION -�� +----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION Q w EXPANSION OMITTED IN THE ENTRANCE.) JOINT JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL �cH� SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CC-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8% MAX. GRADE CHANGE ® _ _ - D 6. PLANS ARE 70 INDICATE WHEN CONSTRUCTION OF A FLOW _ _ p (SEE LINE IS REQUIRED 70 PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE-1- "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF THE VOT ROADMANUALINCLUDI GN IREMENTS. STOPPING SIGHT DISTANCE D K VIALUE REO 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES �,���\ •n. 10 V0. - CLASS A3 •>. . e. ' °' • e, • n. ^ (H.E.S.) e , e • n. ' �• ' °' - - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANCE 'D•• DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD :5 3 % 6 % LOW LESS THAN 500 VPD <6% 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION 1V p[]T REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 20304 2016 ROAD & BRIDGE STANDARDS PRIVATE ROAD CROSS SECTION C%L CG-6 1.5" SM-9.5A 22' 251 (PAVEMENT WIDTH) f 3% I 1 COMPACTED SUBGRADE 2" IM-19.OA 5, 61 3" BM-25.OA SIDEWALK (PLANTING STRIP) 4T PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) PRIVATE ROAD CROSS SECTION No Scale ALLEY 1 (WHOLE LENGTH) ALLEY 3 (9+85.27 - 17+25 & 19+65 - 20+55.64) CG-6 - -1 2.5' C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) f-2%D TYPICAL (VARIES) SUBGRADE I „ NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale CG-2 2 IM-19.0A 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) ALLEY 3 (17+25 - 19+65) ALLEY 4 (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) f 2%D TYP COMPACTED SUBGRADE 2" I M-19.OA 3" BM-25.OA r- PRIVATE & EMERGENCY ACCESS EASEMENTS�i NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale CG-20�5' CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) ALLEY 2 (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) COMPACTED SUBGRADE NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale `2" IM-19.13A 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) 0.5' 0.5' 5 6' (PLANTING STRIP) CG-2 5' SIDEWALK CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) yan D. Cichocki 'Z Iac. No. 53741 a� 9AL/j, y9a3b n E 0 0 U N N N >E w Gi Q LL o U_i n 0 W 0 Q j U Go Z w J - VT O N v z 2 mt QI X K (Y N w (n W o a� T 0 1- � n 2 C N Z Z Z =U>� O LULLI 0 N i Q Q w M 01 U U N J Z Z O O Z a LLI O O x W �p O CZ) UU Q = N N a rn z O 0 DATE 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. • C6 0 T T\ `U) 0 U O > J_ W J !Y Q J' LU LU 0 TI Q 06 LL � �O T< O Z i 0 III 0 0 T� i 0 U) JOB NO. 47036 SHEET NO. Cl. I 6 c 5 J c L OF IS-1 WP-Y ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING ON 32 ( {• (B3DA H DIAL 27 1/2" DIA ON ,• (2/5mm) DV HDLES 1 ITT] BOLT CIRCLE. [38mm] [899mm] O 26 1/4" DIAL �TH Tlf Q CONCRETE BUMPER BLOCK /� SHAPE TO ELEVATION / OF INT OF 2"x EDGE T E%NEC PAVEMENT (AS DETERMINED FIELD) [176mm] �- [667mm] -� rya D. Cichocld Z ANCHOR WITH 5/8" REBAR EMST LARGEST PARE. i��j IN U IMBEDDED 24" IN GROUND HANDICAP SIGN SHAPE TD g'•,. CONTOUR I PIPE I TACK COAT TIE PROPOSED L 24" DIA Lie. N0. 53741 LOCATION (VAN) FACE OF d OF " I CONSTRUCTION JOINT E%ISTNG ASPHALT LAYERS PROPOSED ASPHALT LAYERS ----------------- F [BDgmm]-1 HANDICAP SIGN LOCATION (TYP.) CURB . /' I I E%ISTING SUBBASE PROPOSED SUBBASE � zs 7/16• Du I 5/6" [722mm] - (16mm] O� �SSIO Oyti ° COMPACTED SUBGRADE O 0 [964mm] [s60mm [38mm] NAL EOP////� CONSTRUCTION JOINT DETAIL FRAME SECTION [20rnm PAINTED SLOPE TO DRAIN TO INVERT 9 OF OUTLET PIPE ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS TI (R (ESSED LUSH)LETTER (RECESSED FLUSH) M E O C) o 18' 18' PER 2 /0 MAX' �� SECTION A -A I1Y PROPOSED MINIMUM 11/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS (25mm1 A\ 1/2" N N 4" AS DETERMINED BY CORES (SEE NOTE 3) r [79mIN] [73mm] 5 i' �9 Q 0 VDOT 4" SPEC. PAINTED TRANSITION BETWEEN WE gAIEY! WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF 22 73 16" 2 1/8" 3 13/16" 579m ] [97mm] [ > E E E STRIPE PIPES ARE ENCOUNTERED. 6 NOTES: [54MM 0 25" 1 3/8" [635mm] a W _ > (TYPICAL) AA, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AM BE APPROVED BY THE ENGINEER. 4 11/16" [35mm] 9/16" O.D. OF GKi GROOVE [17mm] w 3 U v 3 B' 5' 8' 8' 8' 11�� \\ 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTNC PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. j14mm] SECTION VIEW 1/4" (6mm) DIAL CAM BOLT NEOPRENE CASKET Q fL p 3 � U. 0 TYPICAL VAN T NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING 5 TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN 3. A MINIMUM OF THREE CORES FULL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. SEE ASSEMBLY L (2) WSHR 1/16 X 5/8 X 1 1/2 RUBBER PARia 00981045 � W 0 m H [L' w L p•1 Q U 00 Z ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF STRUCTURE. OUTLET PIPE t MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / 4. THE ADJACENT TRAVEL LME FULL BE MILLED A MINIMUM DEPTH OF 11/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY �IE ENGINEER. S R (2) CORED 780D" 1 5/8' (2) BLT HEX 5/6-11X3 1/2 SS W PICKDARS 5mm IIIk [ 24pp• II [41mm RTS ao9612so J W J - Uj M � o N Q P N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLMID CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / / " B '��.. / 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. �IFFF------ 1/2" [�+m .63 DIA. STAINLESS STEEL ROD) WSHR 5/B ID 1.50 OD 55 1 1/8' (29mm) DIA BOSS [13mm RT# 00931318 a O 1A N V V• a- CLASS C, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE LIP TOP IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, A -_ I J. 8. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. ]. FINAL TRANSVERSE PAVpAENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JgNTS PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL - W M Z_ I y f 'j ('r7 X (-) BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I ��V//��I AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF BECTNN 315.07W OF THE SPECIFICATIONS. NUT. HX B 5-11 ZN NYLK NOTES: / ART# 009812% *(2) En J Q LL (n W OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ° W OL SHOWN HEREON ARE FOR E%HAPE - ° . • ° DETAILS OF NVERT EACH PURPOSES ONLY. EACH RING AS H DROP INLET IS TO BE SHAPED - � 1. ALL MANHOLES WITHIN IGO YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER.) NIJT HX JAM 5/8-11 ZN 2 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. RT# 00961225 C i c N Z � 2 I_ 2 NDIVWALY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. 5R LOCK LUG Ln U j l3 = , L1 O F-I LL) LLJ PLAN TYPICAL WATERTIGHT (SHORT) PART# 00183585 F Ln (n METHOD OF TREATMENT IN MANHOLES MANHOLE FRAME &COVER LOCK LUG ASSEMBLY s ry > W o U 0 U N.T.S FIG S-I-E aN v 00 J VDOT METHOD OF SHAPING SPECIFICATION REFERENCE VDOTSTANDARD ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD PAID BRIDGE STANDARDSa MANHOLE & INLET INVERTS D ROAD AND BRIDGE STMDARDS FOR WIDENING SUBJECT TO TRAFFIC 35 CD w 0 0 TYPICAL PARKING SPACE DETAILS SHEET , OF 1 REVISION DATE SHEET , DF , REVSDN DATE 106.08 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION U W Q) W No Scale 2016 ROAD & BRIDGE STANDARDS CL Cl- 2 FRAME & COVER =o g W W PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE SEE FIG. S-I-D, E I-- ~ SIGN WITH PART V, SECTION G OF THESE SPECIFICATIONS. O O PLACE 5' GALVANIZED " WITNESS " POST WITH & FRAME COVER STREET SURFACE OR 0 a a STD. U POST CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NON -PAVED AREA o GALVANIZED _ o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT IN (SEE FIG. S-1-D,E) � TO HIGHWAY DEPARTMENT APPROVAL. •`y,+4. f: " SLOPED AREA f= _N,• �,: e� '•: .. STREET SURFACE OR N N FINISHED GRADE SET DOGHOUSE BASE i " EXISTING SANITARY " NON -PAVED AREA 1'-O" MAX 2 -O" :. RUBBER COATED STEEL STEPS e CAST IN PLACE w W F N N � O rN ON CONCRETE BLOCKS '.. : A ;• SEWER PIPE SLOPED AREA _�/ e = O Q p N N LO ti N N DOGHOUSE OPENING SHALL•,• • � AM -.A • MIN. 12" CLEARANCE '=�`�''•='L[11'�=)( ' PRECAST REINFORCED CONCRETE Q ti 6' MANUFACTURER OR +- o.F ' BE PREFORMED BY• • f AND TN EXISTINGPPE 1'-0" MAX A A �� SECTIONS WITH RING SEALS z DATE SAW CUT TO FIT PIPE :; : - : AP OR APPROVED EQUAL Ln OUTSIDE DIAMATER ''°. • a POST TO BE ADJUSTABLE TRAFFIC RATED Plus 8". �. «. '. ;'. ,;y; 3'-0" MIN a 111812021 DRIVEN VALVE BDX W/ LID 12" THICK VDOT A THE DROP CONNECTION SHALL BE O DRAWN BY L No. 68 STONE BEDDING ` A RUBBER COATED STEEL a DUCTILE IRON PIPE (CLASS 50] } 8"x8"x16" AND exB"Xts' 3'-0'" MIN STEPS CAST IN PLACE 5" BACKFlLLED IN 6" LAYERS AN UU y SOLID CONCRETE BLOCKS CENTER W/RISER COMPACTED BY HAND TAMPERS OR C. GAYNER i LV WALL (4 EACH) DOGHOUSE MANHOLE BASE PRECAST REINFORCED 12 MIN BACKFlLLED WITH SELF -COMPACTING ::. � CONCRETE SECTIONS 12 MIN .A "ON 16" MAX STONE. x� DESIGNED BY ::. I„nlnllll,llnnNfl,I,llnlnn„I,,,Inn„11„nlnnll,,,n,ull,,,,, n,n IMI„nMnlnn,111nnf1, I1111,n RING SEALS 16" MAX a 5 MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE MINIMUM ELEVATION � MINIMUM ELEVATION DIFFERENCE •• C. GAYNER BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE . DIFFERENCE ACROSS M.H. 5" 4' 0" 5' 12"MIN 12"MIN ACROSS M.H. FROM INLET TO CHECKED BY ON FIGURE S-1-A OR NON -SHRINKING GROUT FROM INLET TO OUTLET VARIE OUTLET SHALL BE 0.20 FEET • M.J. GATE VALVE -- ----- ALLOW CONCRETE WRAP EXISTING PIPE WITH SHALL BE 0.20 FEET. a CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF M •' �' " A FILLETED INVERT FOR A SMOOTH 9 "TRANSITION OF FLOW BETWEEN .. INLET & OULET PIPE SHALL BE " A :Qt 'P PROVIDED. ' • • • B. CICHOCKI SIGN AND POST DETAIL SCALE TO FLOW A MIN. 1'-O" BEYOND BASE ` NEOPRENE GASKET MATERIAL ��_• CONTRIBUTING T .aA .'. . .. �, p �s P, • N.A. Scale No BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- SEWER. j a A.. ', FL .'•a• A FILLETED INVERT OR A SMOOTH • '•d': 3/4 DIA OF LARGEST FEBUM WATER LINE CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING TRANSITION OF FLOW BETWEEN PIPE IN MANHOLE PALM PA VA. SIGN FOR THE DISABLED ON 0.80 GAUGE INLET &OUTLET PIPE SHALL BE MIN. 6" BEDDING WITH NO. 68 STONE ALUMINUM. COLORS: GREEN BORDER & !P ' H ( 12" MIN. CAST -IN PLACE �+ PROVIDED. MIN. 6" BEDDING LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1� 2500 P.S.I. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. CONCRETE •• B ° 2"x 2" BEARING AREA. I,NIIIIIIIII,IIIIIIIII,IIIIAIIIIIA„MIII,IIII„IIMI„MI,M,I I,,,II,,,II,,,, M,II,III, �1111111111„111111�,111IIII I, NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. WHETHER MANHOLES SHALL HAVE 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON BASES. SPACES SHALL BE IDENTIFIED BY ABOVE THRUST BLOCK d 2. THE CONSULTANT WILL DETERMINE -EXTENDED PENALTY PENALTY GRADE SIGNS AS RESERVED FOR PHYSICALLY a. ." � 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED SM_�RE SM_�RE DISABLED PERSONS. PROVIDE ONE (1) R-7-8 • •e d , d FLOW TO THE EXISTING PIPE. 3ALL JOINTSLIFT HOLESINLETSOUTLETS TO BE SEALED &GROUTED . , , , INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE � TOW AWAYZO E TOWAWAYZOIE SIGN AT EACH PARKING SPACE INDICATED ON o :: ° . 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. INSIDE AND OUT. DESIGN ON SEWERS WITH STEEP SLOPES. O SITEPLAN.SIGNSHALLBEALUMINUM )WHITE) a 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" TYPICAL MANHOLE SECTION (PAINTED WITH GREEN LETTERS AND VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN SHOWING BRANCH TIE-IN A 6'ABOVE SHALL BE PLACED ON STEEL POST 1-1/2"O NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE WITH DROP CONNECTION FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. TYPICAL MANHOLE BASE N.T.S V GRADE GATE VALVE SHOWING "DOGHOUSE" INSTALLATION FIG. S-I-A TYPICAL NTS _ TD-25 ADA PARKING SIGNS NTS FIG. W-5 N.T.S FIG. S-1-Al FIG. S-I-C No Scale VARIES FINISHED GRADE ( , V VALVE BOX NOTE: HYDRANT MUST BE 4" DIAMETER BRANCH EQUIPPED WITH CHARLOTTES - VILLE IS - AND VALVE THREADS WHICH II I ]JI I TII I I M.J. PLUG VARIES THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' To 10' COVER LIFT NOTCH 74 1/2" 12 3/8" 12 1/2" AIR RELEASE VALVE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36 MIN LARGER THAN 5 IN ANY ; Jy"� LL, M� _ W J Q .. (270') w " •' 16 -22" Al 7 CU, FT. #68 STONE I WATER BRONZE GATE BRASS OR BRONZE PIPE VALVE DIMENSION 24 MI INTIAL BACKFILL* B"MIN Lu co Q 0 06 (6" LIFTS) WATER MAIN I=11. EMBEDMENT * THOROUGHLY COMPACTED LLL Cn RESTRAINED JOINT FITTINGS CAST IRON LID �RAI[� Tp GRADE _ I -I' BY HAND OR APPROVED w W 42"MN � ,',• 6" GATE • 18" METER BOX IF POSSIBLE SPRING LINE MECHANICAL TAMPER OF PIPE O z �•; VALVE WAUNCHING � z ON-LINE "B„) : I, 8" X 6' I� I-1 b I I II I�11„ I�I NO. 68 STONE - - BEDDING 6" max < O O (TYPE TEE I_I 4" min Z 2500 P.S.I. CONCRETE ,.., " fi ':'';:'. '•J� ' BRICK SUPPORTS OR SOLID CEMENT BLOCKS OUNDATION (SHALL BE 7 BASE AND THRUST ; i >;.�;• BLOCK AGAINST ' '1 UNDISTURBED STABLE TL �? CRUSHED STONE REQUIRED WHEN SOIL CA LDIPP) ARE UNSTABLE VARIES THREADED COUPLING NIPPLE AND PVC SOIL. STEEL PILE -7 ryry+h1�� • `L SOFT Q PVC SLEEVE o CAPBRA RESTRAINED JOINT FITTINGS I'\ COPPER" j LUBRICATE ALL THREADS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION 18" 0 O THRUST BLOCK METER BOX (SEE FIG. W-7) TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 6" EXTENSION CORPORATION STOP O VALVE OX NO. 57 STONE 6" NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE PIPE SLOT BACKFlLLED ENTIRELY WITH NO. 21A STONE. M.J. FITTING 2" PIPE SLOPED NOTE (2 PLACES) 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TO DRAIN IF 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 = GRADE ALLOWS 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT NOTES: STONE SHALL BE PROVIDED' VARIES VARIES 2' BRASS PIPE + (INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS'OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS OR APPROVED EQUAL 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' MAIN AND VALVE 2" THREADED TAP VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. SHALL BE USED. " O� WATER IT ISOALLOWED DITCH. NOTES: 2 FOR WATERLINES SMALLER THAN 12" USE A A.R.V. AND FITTINGS. FOR WATER ) 1STALLED ARE SAME SIZE PLUG AT LOCATIONS WHERE WEEP 5. FIRE HYDRANTS SSHALL BE INSTALLED(i) HOLES ARE ABOVE THE PREVAILING A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. LINES f2" AND LARGER USE 2" A.R.V. AND FITTINGS. /•� GROUNDWATER ELEVATION. IF 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN V / DEAD END REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. THE MANHOLE CONE. �� ,T (TYPE NAPP) TYPICAL SEWER PIPE JOB NO. TYPICAL METER BOXES TYPICAL BLOW -OFF ASSEMBLY TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (5/8"-l" METERS) INSTALLATION IN TRENCH 47036 1 AIR RELEASE VALVE (ARV) NTS FIG. W-8 N.T.S. FIG. W-4 NTS NTS NTS SHEET No. C1.2 FIG. W-7 FIG. W-9 FIG. S-3 L Kc 44 MIN. 3r 3Y MN. I BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NITS FIG. W-7B � q•, 6' MIN.17.Y-� B' MN. a 'A 1 1 YW. I..I•-17.5-.•'� WINGNUT LOOKING ASSEMBLY TIN � j• •.• 4" DIAMETEF AND VALVE WATER ON-LINE (TYPE ""B"") PLUG THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE N0. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES: VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS --- FIG. W-8 FD-19 AIR RELEASE VALVE � BRONZE GATE BRASS OR BRONZE PIPE -� gg- NOTES: 1) A PRECAST MANHOLE CONE AND COVER NTH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS MG. W-9 TDTD=20 VARIES BOX TO METER BOX (SEE FIG. W-60 THRU W--7E). VARIES` 2' COPPER WATER MAIN.M.J. FITTING PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BY THE ACSA • SERVICE LINE TO CONNECTAT MAIN WITH X"x4'TEE • REFER TO FIG. W-3 FOR THRUST' BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ' • USE 25M PS.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-60 COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID V 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 TDTD13 PETER SIZE DIMENSBBd6DIMENS A IIXJ B OIMEMSRIN C 3'1''dB'3.1'5'4'5' MIN. MIN. ' GREATER THAN 4' PROPOSALS W11L BE SUBMITTED, i B i DOOR HINGES I I I I I I i I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG, W-7A TD_14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS iATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 18'-22' ALVE BOX 7 CU. FT. #68 STONE 42"MIN 6" GATE VALVE . A �':• 'I . 8. X 6• s TEE 2500 P.S.I. CONCRETE / BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR EN A HYDRANT IS LOCATED IN A FILL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADD17IONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 1T IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S FIG. W-4 a a a M.J. GATE VALVE WATER LINE i' 0 L- i . . 2500 P.S.I. CONCRETE '• 8 A 2'x 2' BEARING AREA. THRUST BLOCK d a. A d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE i' COMPRESSION X 31e MALE PIPE COUPUNG OR APPROVED EQUAL Y TYPE So" COPPER NOTE NO SWEATED nTiMGS I I DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. NTS FIG. W-5 TD-9 0 / FOR USE ON ATTACHED SINGLE FAMILY RESIDENTAL SERVICES OR DUAL RESIDENIIAL AND IRRIGATION SERVICES. 2' ^' MMPRESSIDN x J/4' MAI£ PIPE COUPLING PPROWD EQUAL '0R USE ON DETACHED SINGLE FAMILY iESIDENTIAL SERVICE WHERE AN IRRIGATON AETER IS NOT PROMDED. CAST IRON uD �FMISHED GRADE 3B- MIN. -COPPERSETTER 1/8 BEND COUPIING� I METER CORPORATION STOP :>Y�rb"., �j BRICK AS T''�:"'^ NECESSARY SAND OR DUST UNDER ;y E n=`�)1 a DIAMETER MAIN PIPE, tY BOX AND SETTER (2-INCH .d 4 LONG STONE POCKET, MT MINIMUM THICKNESS) t >. _,.`y; .,.., <<<y SPEC. 203, No 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TDTD=T 0O FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE A B C D E F e 1'- 2'-3 2'-B' 1'-2 2' 1 1/4 Or Y- V-0 2'-6' 1'-6 2'-6" 17 1/4- 10" 2'-9 3'-9 2'-6' 2'-0 3'-0 2" I V-0 4'-3' 3'-0' 2'-3" Y-B' 2' is" 3'-6" 5'-6' 3'_3. S-0. V-6.2 I/2" 4' - 8 2'-6" S-0 2'-6' 1'-e 2'-B" 1 I V B' 3'-O 4'-3' 2'-e Y-V 3'-3' 2" 22 1/9' 10" X-3" 5' T-0 2'- 3'-9 2' 12" 3'-9' W-3 3'-0 3'-6" 4'-3 2' Is- 5'-0 7'-8 3'-3' 4'-0' 5'- 2 1/Y 3'-3" V-3' 2 7 4' 3'-8' 3'-9' 46' 10" 4'- 7-e 3'-0' 4'- 5'- tY 5'-3 9'- 3'-3' 6'-0 5'-B 11/r 18' 8'- 11'- S-B" /'- Y-3" 3" THREAD 1 NOMINAL DIAMETER EXTRA STRONG STEEL PIPE B N CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A Top View Q.: A , 6" MINIMUM 4' MINIMUM 4" MINIMUM d . • F d O A.v NOTE: RESTRAINED JOINT FITTINGS. IF1Side Mew Minimum • e•NIA?'pg.I I AGalvanized SteeBeam, I I a W12 x 14 (min. size) •--\ .° 3' min. penetration into undiaturbed soil or as approved by the ACSA. �1-��:Ii.��ll■IILII.IL��:11 NTS FIG. W-3B TDTD=S ASTM A38 AND HEX NUT AMU A588 (TYP) UNDISTURBED EARTH /- UNDISTURBED 2 - 3/4" DIA / SOIL (TV) ALL -THREAD ROD ✓ WATER MAIN U ® it zo �3 VALVE -� •" is 24" MIN UNDISTURBED EARTH PLAN '•:U'j' CLA55 A-3 CONCRETE MN �" EGA -LUG qq � 144y.. ♦ ..4 44"S$ ::titi�i4°ie''S•S°be,•q"•�iSPtio "ly:.•.$'ititi`ti:P: 8" MIN✓Ne 8" ELEVATION UNDISTURBED EAR T ENCH 24" MIN WIDTH MIN 1 z , z I � SECTION HOME: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRA07DR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NIS Fig. W-30 M-66 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -ldi>-a•- 10" 1 5' 1 1 ._. I 1 5'. 1 F WATER SEWER 3 A 13 Be £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM 1K SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT go' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL C11 Rz4"plNo„ INITIAL BACKFILL-� „21411�_„ * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL 4 1 UNSTABLE B' 6" B" B. SOIL MIN. MIN. MIN MIN. #68 STONE �_ =-GRANULAR FILL AS APPROVED BY ACSA STA 1 b� STABLE SOIL OR ROCK, NOTE LINO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 - PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4' & 8" 45 2.00 2.25 ZOO 0.15 2.00 2.25 2.5D 0.15 221/2 1.50 2-00 2.52 0.10 111/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 45 2.65 2.66 2.77 0.26 B. 221/2 1.86 2.18 289 0.13 3.16 2.91 2.66 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.63 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 GAS 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIG. W 3 TD-3 •ya0 D. Cichocki Lie. No. 53741 M E 0 o N Vi N C > E W a E Lu > Q LL o 3 p IL w 0 m a W L M ¢�_j UDo Z - •n O CE > N rn Nv a In W w 30 x N to p Q (nx �N Z ZZ = v Q ^ ~ c Ln (n ° rO1N > 0 0 aNM LU UU r 00 QoF- > 00 � Z o cL k- ti O O x f- > p o ry0 Q ry\\ Q rN z 0 Lnn DATE 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. T C6 0 ' 1 0 T\ V , U O > J Lu a UJ J' LU o DO 1 I Q co UL ui Z V) OO O Z I� I� 0 0 2 0 %0 All JOB NO. 47036 SHEET NO. C1.3 c 5 Oi C ro 0 3 c a. 0 ax CL BZ 20 o 2 c 2 mE "- o a C N a d V O C O (D 3In Z m 0a O2 6 C CL m 0 .Z Y X C: 016 6 0 E0 12 c E `O 0 6 06 a c �a E5 a 0 6 0 6� 6 6 c 6 co 0 6 nE E F_ L lll OF SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS rjL�.l INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 60' DIAMETER MANHOLE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED. D. Cichocki 'Z, TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TKH ryan TO THE MANHOLE °� r� DROP NNI PVC CROSS Z TT ll V Iac. No. 53741 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL g- BE CONNECTED USING A PIPE SADDLE. LOSE APPROVED FLEXIBLE RUBBER y�Y em7 9/Z-L �O+y, �� 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 296 Q 02 ° V (1/4" PER FOOT) o ?sue 3000 PSI CONC. BASE Ip NAL R ROADWAY [L 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN } 4 ° DIAMETER OF 4". GASKETEn 2 • STOP COUPLING° BENCH SLOPED TO FLOW 77�ib 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o 27' CHANNEL 1/4" 1' MIN OF 3 FEET. PIPE STRAPS `•'' ✓.," DROP PIPE •J.�I4 •• •z SALT (STAINLESS STEEL) o SPACED EVERY . 'n„+: -_ , . • • M CD TREATED a < 2' VERTICALLY ;1r _A, u FINISHED GROUND MARKER 90' RESTRAINED HEND •;, *�, i Y `1 BRANCH ¢ O C A i = PAVEMENT m I EWER IMNFFLUENT 12' �_ l > E Di E • PE _ul u3 'a •. • .. s ", •" C / H Lu N 3 ,ay a .e",4 .. FEWER IPE- 4 4. Q LL 3 LL T_ 0,25' MIN. THICKNESS COATED CASING BAND INSULA�5 AIMLESS 42' MIN. 42' MIN. PLAN _ 2" 01 m Of L STEEL CASING �y _J Q> U W Z I I BOTH ENDSFILL I PLUG END OF PROFILE n � "J" o rn O d N I " I MAN LINE SERVICE LATERAL SECTION MIN: 6' BEDDING WITH NO. 68 STONE W N N M 1 e; 45CK •0'0" 1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANTWO FLEXIBLE CONNECTION NOTE' a Z � U 2'-V 7' OR 8' 7' DR S'� 2'-0' (z}FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO a _j N ¢ � LIJ 1 * 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL af W Di tL p (n V) UCTILE IRON PIPE 18' OR 20' JOINT OF D.I. I �� THE DROP FITTING WITH STANDARD GASKETIOINT. I j BE CORED AND A FLEXIBLE " " = c ,may Z z Z ESTRAINED JOINTS) 3. VERTICAL DROP PIPE SHALL 13ESTRAPPED TOTHE MANHOLE ATPIPE JOINTS. STRAPS SHALLBEMADEOF CONNECTION BOOT = U a kO O Lu � STAINLESS STEEL INSTALLED 0 n n NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF $ PAVEMENT, WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT uJ U U 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. IN UNE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. aNi a. � 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT DF PIPE JOINT. PLAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN 00 Co > > 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT90 DEGREES FROM THE ACCESS STEPS. O O WATER VARIES 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12• DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - N TYPICAL STEEL SLEEVE INSTALLATION TWO B" DIAMETER DROP CONNECTIONS. W W UNDER ROADWAYS R Z SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NITS o Uj LLI N.T.S N.T.S. N.T.S. FIG. W-to FIG. S-I-B (D O O O FIG. S-2 FIG. S-1-C2 0 EL j TD-33 TD-30 TD-27 = H = Q ry N a �nrn FRAME & COVER �E o DATE FRAME & COVER (SEE FIG. S-I-D,E) u7 E W SEE FIG. S-1-D, E > REMAINING BACKFlLL SHALL HN �� 6 o u STREET SURFACE OR NON -PAVED AREA NON-PAVEDFAREA R O 111812021 NOT CONTAIN ROCK MATERIAL 8m g . } 360MIN LARGER THAN 5" IN ANY ° va E _tT1 SLOPED AREA SLOPED AREA -'� DRAWN BY DIMENSION 24 MI EP8P11 ° E �cMi � ``.'r 11:; zil I'-W MAX ' z-U RUBBER COATED STEEL STEPS =I's..c�:i1"r.; •Ye C. GAYNER INTIAL BACKFlLL* ,�� a CAST IN PLACE I -0" MAX 8"MIN (61, LIFTS) EMBEDMENT « THOROUGHLY COMPACTED _ PRECAST REINFORCED CONCRETE "0" 2'-0" DESIGNED BY SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER i s E 51< E E zO E� SECTIONS WITH RING SEALS a OR APPROVED EQUAL v • C. GAYNER OF PIPE RUBBER COATED STEEL • HAUNCHING NO. 68 STONE -O- ea o n �g n 3'-0" MIN THE DROP CONNECTION 3'-0" MIN STEPS CAST IN PLACE • CHECKED BY BEDDING 6" max 4" min a x.. 1U ao q E 6- -GU �_ ° SHALL BE DUCTILE IRON PIPE (CLASS 50 _� 5" BACKFILLED IN 6" LAYERS PRECAST REINFORCED OUNDATION SHALL BE E N �_, AN9 COMPACTED BY HAND TAMPERS OR 12 MIN ® BACKFlLLED WITH SELF -COMPACTING CONCRETE SECTIONS 1�IN "0" RING SEALS 16" MAX • B. CICHOCKI REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE<� E" . E E W �� 18' Max STONE. MINIMUM ELEVATION • SCALE ALL PIPE) E 5" DIFFERENCE ACROSS M.H. 5" 4'-0' • N.A. �E by MINIMUM ELEVATION DIFFERENCE 12'MIN 12"MIN FROM INLET TO OUTLET +off .' ACROSS M.H. FROM INLET TO VARI 4 OUTLET SHALL BE 0.20 FEET SHALL BE 0.20 FEET. VARIES an CONCRETE •' .,, • .' A FILLETED INVERT FOR A SMOOTH DEPTH DEPTH L FLOW FILLETS CHANNEL TO BE TRANSITION OF FLOW BETWEEN • � � � 3/4 DIAMETER OF 1 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O .1 ., INLET & OULET PIPE SHALL BE ' • 4 PROVIDED. 12" ; tr: s'"';. ::...o' CONTRIBUTING 'b SEWER. °•• 12" • J BACKFlLLED ENTIRELY WITH N0. 21A FT A FILLETED INVERT FOR A SMOO • ',e'.I J STONE. � 2.FOR DUCTILE IRON PIPE THE BOTTOM THE TRENCH SHALL BE SCRAPED 3/4 DIA OF LARGEST PIPE IN MANHOLE roo�MIN. TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 M STONE SHALL BE PROVIDED' 9- A.-. M_ - P E, E gl 6" BEDDING WITH NO. 68 STONE PROVIDED. . 6" BEDDING MIN �/ 3-WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 2 ��-6 $E �r ° NOTES: NOTE : W/ N0. 68 STONE W BEDDING OF NO. 68 STONE ' 14 6" si n� T. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE I SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE ftk O O O 3. ALL JOINT'S, LIFT HOLES INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 41 1 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED DESIGN ON SEWERS WITH STEEP SLOPES. INSIDE AND OUT. TYPICAL SEWER PIPE \ TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TIE-IN TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH N.T.S , ^ TUTS I FIG S-I-D I N.T.S U) FIG. S-3 MIS FIG. S-1-A TD-31 FlG. S-I-C { ( l TO-34 TD-25 1D-28 � V O vJ PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE Q �- --- WITH PART V. SECTION G OF THESE SPECIFICATIONS. J > J LLJ J SLOPED AREA RUBBER COATED STEf1 STEPS �<:,;�`. < CASs IN PLACE FRAME &COVER •�,�' , 4' Q W (4) ,• Wm"J uA xwa Rx Tn %4Y Wk..0 DA 27 1/z- OR 1 i/2' 0 EKQ WNwe. 1/4- ] [36mmJ 7. 2[66>mm]w SEE FIG. S-I-D, E PRECAST REINFO00"RCED CONCRETE •T°:� • . ': DOGHOUSE BASE• ONCONCRETEBLOCKS •, SEWER PIPE EXISTING SANITARY ' m Q �- -� [t7Bmm] I- 24' Du [BO6mm] SECTIONS WITH AP RING SEALS OR APPROVED EQUAL 2-0 :. 1'-0" MAX . . ` DOGHOUSE OPENING SHALL '°' . +', ° BE PREFORMED 8Y', % A MIN. 12" CLEARANCE ' ! • BETWEEN EXISTING PIPE MANUFACTURER OI •• "'Y. AND STONE BEDDING SAW CUT TO FIT PIPE '. * {.."•.. J Q O 06 OUTSIDE DIAMATER "�".• ,ay PLUS 6". U) W 1'�' LLI 2s 7/18• ow-� 5/8. 722 Emm] [i6mm] A FITTING MAY BE REQUIRED p WITH ACSA APPROVAL 12" THICK VDOT (A z 0 0 36' Dw • zs' Eetsmm] [66Dmm No. 88 STONE BEDDING O O 1 1/2' FRAMES ECTION 13/t6' [38m,EEj a B"xB'x16" AND 4'x8•xt6' CONCRETE SOLID CONCRETE BLOCKS ` U Z [20mm] (, (s,mm) ulmns D¢cEss6p Fursx) THE DROP CONNECTION SHALL BE 3'-0" MIN DUCTILE IRON PIPE. (CLASS 501 CENTER WALL (4 EACH) DOGHOUSE MANHOLE BASE BACKFlLLED IN 8" LAYERS AN [zomm7 NI A 31/B• 1/2• Rr 1.,&.0� p COMPACTED BY HAND TAMPERS OR ' S" BACKFILLED WITH SELF -COMPACTING in nnunu nun:....... n, ninnna nn:nnn,.nr,nnnnn..... ....... in u:iin,nn,inn 5P [7em.rB 3 13/16' ► 22 13/16' ,L Jr- STONE. MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING E972 1/B' ] L0 15 MAX CONSTRUCTED `�� AS SHOWN AROUND EXISTING PIPE 25 [54mm 3/8' 0 11 16' 1 0/I' [635mm] Immm] G/16- O.D. OF pR GROOVE [17n°"] [14mm] SECTION VIEW t OW eov /4' (6mm) Dw MINIMUM ELEVATION DIFFERENCE 5• ACROSS M.H. FROM INLET TO 1 OUTLET SHALL BE 0.20 FEET ON WIN 3,000 PSI CONCRETE OR NON -SHRINKING GROUT Q sEc A55pI8LY NEOPRENE C-/SxEf MAL 12"MIN 12"MIN � A FILLETED INVERT FOR A SMOOTH (2) MHR 1/16 x 5/8 x 1 1/2 VARIE �. _ TRANSITION OF FLOW BETWEEN O S fL (2) CdKp .1800, RUBBER PARES pOB61p16 SEW 2) cot5 6mm (2) e r xEx s/B „x3 t z ss .• INLET & OULET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH 2400 [41mm E"JET/ apsel2w Vz" PtN4 WEW 1 t/e' (zsmm) Du Boss [&R'D [13mm os� STAM339 stm. Roo vAORr/ ""ppaeiile ,so ss ... PROVIDED. A �� FITTING DIMENSION VARIES WITH SLOPE. 7O FLOW A MIN. 1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING O PIGKBAR a Lo(xO.UG HOLE DETAIL z) xur xz s/e-t, zx xnx ARFI ows,264 ' ' r Q 12 .. � LY: i •' •:.::� ° ° • f °:.n. ' . i. x 0 NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, I ON EACH SIDE OF OPENING 1.xoTrS: ALL MNAMW 6 YEAR WN OR IN ABED. SUBJECT TO FLOODING SHALL HAVE RAlFR116XT FRAME @ COVER. 7(2) SIMWMAR L GHTFLDC NUT Hx JAM 5/8-11 ZN . BE CO 2 ALIERS SIA OEBEF FOR O FRAMES SO RSNU. REY W901220 3 couExs sHAtL BE Flx6o TO FRAMES xlrx Locwxc wcs OR sEut1AR Ass0/�Y. IN LO 1MLL LUGS 3/4 DIA �' LARGEST TYPICAL WATERTIGHT a+n'P00 056s PIPE IN MANHOLE 12" MIN. CAST -IN PLACE A3,000 PSI CONCRETE BASE MANHOLE FRAME & COVER LOCK LUG ASSEMBLY MIN, 8" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEWro N.T.S FIGS-I-E NOTES: ....... nnnnnnn: niunnnnunuin,nnnnu.nu.nnn:....nunn.nunui 1 1 TD-32 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING O 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" , ^ V I OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE - BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN - ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE DOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47036 NTS N.T.S FIG. S-I-C1 FIG. S-1-Al SHEET NO. C I A TO-20 TD-26 L E LEGEND -` _ _ _''/ %%% - - - - -- / /// \�\� \ \ \ LEGEND REMOVE EXISTING VEGETATION ((po, STEEP SLOPES -MANAGEDMILL & OVERLAY STEEP SLOPES - PRESERVED EXISTING INTERMEDIATE CONTOUR-�- EXISTING INDEX CONTOUR o �36 EX. EP EXISTING EDGE OF PAVEMENT - - - - - _ _ _ _ \ ` EXISTING CURB AND GUTTER _ _ EX. 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ANTICIPATED RECORDATION - 'F EXISTING / / / / / - �� \ \ (TYPICAL ° /O /d��� ��/ // // / ` JULY/AUGUST 2021. / / / / o/ /p0i/ / / � 'VEGETATION TO ' o/ o o �/ /�/ // /' / ' I - BE REMOVED I / •yan D. Cichocld Lie. 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O O F �� ory � DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY 8. CICHOCKI SCALE 1 "=50' 1� 06 O . a c J (f) z O U J O C2 0 ' W W co W LL ° O �z o T � 7 i O ') Z O cn O w 2 D �O V/ JOB NO. 47036 SHEET NO. C2.0 a z L •yan D. Cichocki Iac. No. 53741 o I ONAL/ O °Ol 00 f 0 p0°° \ / IN c ° / 00 1O E/E oL p- ---------------- I/s �J \ C-i2`�,_ �,O\�—�—�\0 /O3o— � b— i f`/��—�'— I.Clv� �.—f /- i — p_i0��G r�—.►N�G�_ / -- � �\I, Sn I H 4Ji S.°. 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GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=100' 1 '1 W O 0) U Q J O < (0- CO -I V < Z w U) — Q Vu �: J V / O LU CL O 0 O O Z) O JOB NO. 47036 SHEET NO. Ci2.2 0 c 0 .0 m N c > 0 mm 3 m N ^ C c. c m w 0 0 c m = m Is r c O 0 = 3 c IL vX 0.0 12z 20 162 cm m g0 m m (L 0 Oc ° m O 3 Z m O a � d �5 2 § Q. m2 Z Y = m N X C m C t = Iu c I am. 0 C 0 O U m O m a c Nv 10 'a 0 m If m .�°- m m c c ° m U nS w� .' E F= L EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A RESIDENTIAL COMMUNITY, PARKING LOTS AND ASSOCIATED SITE WORK,UTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING ARE 7.97 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY A ROUTE 631 ON THE NORTH AND WEST, A RESIDENTIAL COMMUNITY ON THE SOUTH, AND HORIZON ROAD AND A MOBILE HOME PARK ON THE EAST. EXISTING SITE CONDITIONS THE EXISTING SITE IS MOSTLY WOODED. 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. STORMWATER RUNOFF CONSIDERATIONS A PORTION OF THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO ONE STORMTECH ARCH DETENTION PIPE WITH ISOLATOR ROW AND ONE DETENTION PIPE WITH A CONTECH JELLYFISH FILTER STRUCTURE. THESE FACILITIES HAVE BEEN DESIGNED TO MEET STORMWATER QUALITY REQUIREMENTS. ALL OTHER AREAS WILL SHEET FLOW INTO THE SURROUNDING VEGETATED AREAS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. 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 SHAL L 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. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE IS TO BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. 7. 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. 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 SHEETS C3.2 - C3.4) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY EELS 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 ENTRANCES, SILT FENCE, DIVERSION DIKES, INLET PROTECTION, AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT TRAPS, BASINS AND INSTALL ASSOCIATED STORMWATER PIPES. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEETS C3.5 - C3.7) 1. INSTALL ADDITIONAL 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. ONCE THE SITE UPHILL FROM A SEDIMENT TRAP OR BASIN HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR, REMOVE THE SEDIMENT TRAP OR BASIN. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 5. 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. Sediment Basin #1 Design MIN. TINT SPILLWAY 2' WITHOUT Drainage Area (acres) 3.51 YE DESIGN HIGH WATER Basin Volumes: "L•Yy (25-YR STORM M-EV.) Elevation (it) Contour Area (so Volume (cy) os. 438 1415 WN. 1.0• -- - - 441 2881 238.7 RISER CREST DRY STORAGE DEWATERING 442 3421 1167 444 4575 296.1 WET • STORAGE Wet Storage Wet Storage Required (cy) (67*DA) 235.2 Dewatering Orifice Elevation (ft) 441.0 Wet Storage Provided at this Elevation (cy) 238.7 Available Volume Before Cleanout (cy) (34*13A 119.3 Cleanout Elevation (ft) 440.00 Distance from Cleanout to Orifice (it) (> 1) 1.0 Dry Storage: Dry Storage Required (cy) (67*DA) 235.2 Riser Crest Elevation (ft) 444.0 Dry Storage Provided at this Elevation (cy) 296.1 Diameter of Dewatering Orifice (in) 3.0 Diameter of Flexible Tubing (in) (Orifice+2") 5.0 Runoff. (See Routing in Cale. Book) C (Use 0.45 for Bare Earth) 0.45 Tc (min) 5 12yr 3.69 Qp 2yr 5.8 1 25yr 6.85 Q 25yr 10.8 Principle Spillway: Available Head (ft) 1.0 Diameter Riser (in) 21 Diameter Trash Rack (in) 30 Barrel Length (ft) 69 Diameter of Barrel (in) 18 Barrel Inv. In Elevation (ft) 440.69 Barrel Inv. Out Elevation (it) 440.00 SEDIMENT CLEANOUT POINT (• TO 3/ C. O ACRREDUCED CREST OF EMERGENCY , SPILLWAY Design High Water 445.0 Top of Dam (ft) 447.0 Top Width of Dam (ft) 6.0 Bottom of Basin (ft) 438.0 Approx. Bottom Dimensions: 112' x 56 Upstream Face Slope: 2:1 Downstream Face Slope: 2:1 Baffles: No Length of Flow, L (it) 135 Effective Width, We (it) 60 L / We (Baffles required if < 2) 2.3 Collars: No Depth of Water at Spillway Crest (ft) 0 Slope of Upstream Face (Z1) 0 Slope of Barrel (Sb) 0 Length of Barrel in Saturated Zone (Ls) 0 Number Collars Required 0 Dimension of Collars N/A Emergency Spillway: No Bottom Width (ft) 0 Slope of Exit Channel (ft/100ft) 0 Length of Exit Channel (ft) 0 Crest of Spillway (ft) 0 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: 16 - CHEWACLA SILT LOAM, 0 TO 2 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT POORLY DRAINED, HYDROLOGIC SOIL GROUP: B/D 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, EXCESSIVELY DRAINED, HYDROLOGIC SOIL GROUP:B Jiment Trap #1 design )age area (acres) (<3) volumes: elevation (it) 477 478 479 480 481 482 storage 1.28 ORIGINAL CREST OF STONE WEIR area (so volume(cy) Lg01D � 523 696 22.6 DRY STORAGE 893 29.4 1113 37.1 1357 45.7 WET STORAGE 1625 55.2 (F°'a m) 190.1 •SEE BATE 11}1 storage required (cy) (67*DA) 85.8 om of stone weir (ft) 480.0 storage provided at this elevation (cy) 89.1 le of wet storage sides 2:1 storage storage required (cy) (67*DA) 85.8 A of stone weir 482.0 storage provided at this elevation (cy) 101.0 )e of dry storage sides 21 v VAAMB YARIADL£' a• Lux. \ 1 1 FLIER CLOTH CMGINAI GNDINC ELN COARSE AGGREGATE CLASS I RIPRAP ""coarse aggregate shall be V DOT #3, #357 of #5 weir length (ft) (6xDA) 7.7 bottom of trap elevation (ft) 477 bottom trap dimensions: 26)(22' top of dam elevation (ft) 483.0 top width of dam (ft) 4.5' top trap dimensions 49'X43' ST 3.13 SEDIMENT TRAP 1 No Scale Sediment Trap # 2 design drainage area (acres) (<3) 2.41 trap volumes: elevation (ft) area (so volume(cy) 424 957 426 1506 91.2 427.25 1900 78.8 428 2155 56.3 429.25 2518 108.2 wet storage wet storage required (cy) (67*DA) 161.5 bottom of stone weir (it) 427.25 wet storage provided at this elevation (cy) 170.1 slope of wet storage sides 2:1 dry storage: dry storage required (cy) (67*DA) 161.5 crest of stone weir 429.3 dry storage provided at this elevation (cy) 164.5 slope of dry storage sides 21 ONOH•L CREST OF STONE WEIR GROUND ELN. -SEE PLATE 113-1 DRY STORAGE WET STORAGE 1• vuulaE lA' vAmeF MAIL , 1 FILTER CLOTH MSDaL 6Txx1NO ELLV. COARSE AGGREGATE CLASS I RPRAP **coarse aggregate shall be VDOT #3, #357 of #5 weir length (it) (6xDA) 14.5 bottom of trap elevation (it) 424 bottom trap dimensions: 46'x27' top of dam elevation (ft) 430.3 top width of dam (ft) 4.5 top trap dimensions 745x53' ST 3.14 ST 3.13 SEDIMENT BASIN 1 SEDIMENT TRAP 2 No Scale No Scale yan D. Cichocld Lie. No. 53741 9*3(0 M E 0 o N � N C > E w a E < WHVi u 3 Q LL tj O 3 C)LL - wO `6 ^H J U 00 W J -N a>oN (A N (� W Ol � 30'x n LL pa �� LIT _ N Fv> c LrI YCT) N � M a � o w to F AM z 0 a_ En N LU C) LU LLI En Luof O O > j 00 ww 2 � � U) a In � ti CL O O DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY 8. CICHOCKI SCALE N.A. 1__1 1�1 W %� U) O 1� Q w V 0 06 Lu U OQ ° J ' _J m O L w co r-I Q O LL W0I- (n z z 0 LLI O U ^2 0 I..� W 0 06 O z O° I..l� = Lu �O V/ JOB NO. 47036 SHEET NO. C3.0 d z c 0 0 3 a D a0 o CL Iv W 20 _2 E o C, C,N . D 0 C7 3 Z z„ 0 � a �g o 2§ a dm 2 Y h X d. 12 0 E `o 86 06 a � �a 10 a o d w o m 2 �N a 0 nE F E L OF PIPE OUTLET CONDITIONS �TH Tlf 70' MIN. 5.1 EXISTING Al g• PAVEMENT rya 6 D. Cichodd Z A A FILTER 6" M A MOUNTABLE BERM U Iac. No. 53741 Iz County of Albemarle CLOTH (OPTIONAL) SIDE ELEVATION Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111,297 for complete specifications) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO EXISTING GROUND �SSIONAL�� 3do dp TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. I. The following items shall be shown on the plan: ® Trees to be saved: PIPE OUTLET TO FLAT POSTS. tf� 6' 70' MIN. WASHRACK T 70' MIN. 77 !!moo ;` ® Limits of clearing (outside dripline of trees to be saved); _ N�A B OPTIONAL ® Location and type of protective fencing; ® AREA WITH NO DEFINED CHANNEL / J ' % / �/ 10 EXISTING M E N o Grade changes requiring tree wells or walls; ® PLAN VIEW _ _ _ _ I / 12' MIN." MIN. PAVEMENT rN O Proposed trenching or tunneling beyond the limits of clearing. I h > 2. Marklngs: ® All trees to he saved shall be marked with print or ribbon at a height clearly visible to equipment operators. -I Ili _ III' FLOW - ��=' II VDOT#1 COARSE AGGREGATE B POSITIVE 10 MIN. E w ai E _ ® II I- 1- - � Tr DRAINAGE TO *MUST EXTEND FULL WIDTH OF > >, 3 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. La „_ ;III-1 SEDIMENT H_ U 4" INGRESS AND EGRESS OPERATION TRAPPING DEVICE Q LL o 3 3. Pre -Construction Conference: PLAN VIEW LL - q L M Tree preservation and protection measures shall be reviewed with the contractor on site. o y Q /o Lu 4. Equipment Operation and Storage: T tl 1 12' MIN. QWJ Voo J Z ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not he permitted within the driplines of trees JJJ 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE 3"MIN. W N M a to be saved. SECTION A -A FILTER KEY IN 6"-s"; RECOMMENDED THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. THE TRENCH. aF F 3" MIN. z " Do f = ?� V 5. Soil Erosion and Stprmwater Detention Devices: 63 CLOTH FOR ENTIRE PERIMETER FILTER CLOTH SECTION A -A p to X LL W Such devices shall not adversely affect trees to be saved. R LU 6. Fires: ® Fires r - I j _'� . // i c ry '�" U > 1O Q17 Z _O W W are not permitted within 100 feet of the dripline of trees ro be saved. A I - ', / 6 7 F to N ?. Toxic Materials: ® Toxic be feet �%/�� �jII �. Illl FLOW w O O materials shall not stored within 100 of the dripline of trees to be saved. A ado (MIN.) 4ft S. Protective Fencing: = ,III-11�=11=IIL.1111111. W ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. do REINFORCED CONCRETE DRAIN SPACE ® Fencing shall be in place and shall be inspected and approved b a County Inspector prior to y ty p p grading or construction. SECTION B-B 9. Tree Wells: PIPE OUTLET TO WELL DEFINED U Z W a W tl ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. CHANNEL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CE 3.02 O O O l W � W PLAN VIEW = (D 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail FILTER FABRIC 0 d a > a STONE CONSTRUCTION ENTRANCE subm hued for approval. II WIRE_- H No Scale 11. Trenchine and Tunneline: La _ .I � �_� = � �-� �- �- � ry O O ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling -� -� -I w W N ry ry under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. = Q rr ZION ry 12. Cleanup: 0 % ~ Q O ti ® Protective fencing shall be the last items removed during the final cleanup. - d Z O DATE 13. Damaged Trees: Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. SECTION A -A FILTER SSF 3.05-1 -, _�- GRAVEL CURB INLET SEDIMENT FILTER -�-� n > KEY IN 6"-9"; RECOMMENDED \� 111812021 NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CLOTH FOR ENTIRE PERIMETER O SILT FENCE (WITH WIRE SUPPORT) DRAWN BY �D, 4( Q _a/ _a� NOTES: No Scale C. GAYNER OWNER SIGNATURE (DATE) - 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR TABLE 3.31-B DESIGNED BY CONCRETE. ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS • 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. "QUICK REFERENCE FOR ALL REGIONS" / / \ / • C. GAYNER CONTRACT PURCHASER SIGNATURE (DATE) 5/t/o6 Page i of r 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 / r �/ • CHECKED BY INCHES. PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF B. CICHOCKI �P 3.18-1 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) GRAVEL FILTER 12" • • SCALE N.A. & 50-100 RUNOFF WATER WIRE MESH • CEREAL (WINTER) RYE FILTERED WATER :%i:.: •:.;.- • OUTLET PROTECTION (SECALE CEREALE) py.:�':' .;'A,:;' No Scale e • FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 "' •• (LOLIUM MULTI-FLORUM) El G G G MAY 1 - AUG. 31 GERMAN MILLET 50 SEDIMENT) j I j j j I j I 1-I �I �I l-I �I (SETARIA ITALICA) CONCRETE GUTTER Mom/ W COMPACTED SOIL CWD TO HAVE VDOTSTAND CURB INLET 12 PLASTIC CONSTRUCTION GE VINYLPOSTS STANDARD EC-2 MATTING ON UPHILL TS 3.31 O O * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. O J TEMPORARY SEEDING PLANT MATERIALS FENCEATTACHERD FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, ( 18" MIN. I ! I ! I I I SIDE GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL FLOW 1 L SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE ATO WHERE \ Q W No Scale CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE m ¶ T��( T T CURB INLETS PENDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE E OR DAMAGE TO ADJACENT STRUCTURES AND T Q FENCE AS A TREE PROTECTION FENCE. UNPROTECTED AREAS - V • TP NO SCALE 3 38 a.5' MIN. TABLE 3.32-C IP 3.07- 6 0 06 DD CWD 3.os-, SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA U w TREE PROTECTION STORMWATER INLET PROTECTION No Scale TOTAL LBS. PER ACRE MINIMUM CARE LAWN No Scale O p Z TEMPORARY DIVERSION DIKE Q No Scale COMMERCIAL OR RESIDENTIAL 200-250 LBS. J J KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% ` L 0 �''` IN IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% SILT FENCE DROP INLET PROTECTION J c CONSTRUCTION SILT FENCE CULVERT INLET PROTECTION A cFss ','-2 HAT -o' 2 X 4" WOOD DROP INLET WITH of a .r HIGH -MAINTENANCE LAWN FRAME GRATE co z ENDWALL '% �PAV FIVFNT _ i MINIMUM OF THREE (3) UP TO FIVE (5) P O VARIETIES OF BLUEGRASS FROM FRAME 1.5 TI LL TOE OF - APPROVED LIST FOR USE IN VIRGINIA. 125 LBS. rd _ MAX. � 0 FILL CULVERT 5 MiN 2 A AG6'R UAI� BASE � '' ' o PROFILE, GENERAL SLOPE (3:1 OR LESS) � W Z KENTUCKY 31 FESCUE 128 LBS. 3' v J w LL RED TOP GRASS 2 LBS. �� MIN. GATHER Q OU 7D' WN. SEASONAL NURSE CROP " 20 LBS. �^ STOKE CCNS I dUC I ION �-ASPHALT PAVI-) ACCESS Fe a;ASHRaC 150LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) EXCESS AT U U CORNERS I ^^ W'^ TOE OF KENTUCKY 31 FESCUE 108 LBS. PERSPECTIVE VIEWS I..L FILL Exc;TNS RED TOP GRASS 2 LBS. vJ SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD 2% 2% PAViVFW_- 2% '2' FAN.* - SEASONAL NURSE CROP" 20LBS. CROWNVETCH "` 20 LBS. 150 LBS. I 0 O ^X 06 Z FLOW EMBANKMENT 'NUS EXT°NC LL L'_ 'MOTH �----�A I�Puali Vf t)12AiNAGr STAKE O OF iINCRESS ANEGRESS It to SE�I'.•EW ` FABRIC "OPTIONAL STONE COMBINATION CPERATIav Ian PING; ecVlcr PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL ` 1, et 0 TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND MIN. 10, 1.5 _ PLAN EROSION RESISTANCE FOR SEEDBED. n. lt " USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES d ° w ^ v. F'osnvE [)RAINAGL AS STATED BELOW: DETAIL A FLOW 2.5' TO SEDIMENT ERA -PING DEVICE T` ~' "`" " MARCH, APRIL THROUGH MAY 15TH .............................. ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH......................... FOXTAIL MILLET ELEVATION OF STAKE AND FABRIC ORIENTATION ` AUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYE O TEa cLC-rl NOVEMBER THROUGH FEBRUARY................................. WINTER RYE SPECIFIC APPLICATION "VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I SECTION A -A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP `** IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE HORSESHOE " WHEN HIGH VELOCITY OF FLOW A utoffvah water tap of 1 inch be installed With a 1 inch MUST BE PROPERLY INOCULATED. WEEPING LLVEGRASS MAY ALSO BE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE - IS EXPECTED It fluunl hose equate chutoffvalt e suppltvts a waelt hose with a (Gatueter of 15 vtdtes for adequate INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. JOB No. coustaut pressure. Li'ash water Must be canie(I away fiom the euhauce to an WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. ciP 3.08-1 approved sertlnia area to reuloi•e sediweiit. All se(thuetit shall be pfeveate(1 ftouf CE eutetiI12 A01111 (hails. (htches or watercoiuses. 3.02 PS 3.32 IP 3.07-1 47036 CULVERT INLET PROTECTION PAVED CONSTRUCTION ENTRANCE PERMANENT SEEDING MIX FOR PIEDMONT AREA STORM DRAIN INLET PROTECTION SHEET NO. C3.1 No Scale No Scale No Scale No Scale L EROSION CONTROL LEGEND RUN rH OF "0 BUFFER LIMITS OF CLEARING AND GRADING - / o'° `\ SOIL TYPE BOUNDARY °do TP GP,UGP — ryan D. Cichocld Z CE CONSTRUCTION ENTRANCE 3.02 I \ / // ) i / ' / U lie. No. 53741 SOIL TYPE: \ _ / - � � ' - / 9 / / p r�C)HP— —'— T OP 4 SF X X SILT FENCE 3.05 I , I /� 6 B ' / / / I r / I d —Y OHP / / OHP= — fiD� rr \ ° ' ' OHP— % / / / / ' R / ' ASS �* OHP— % , / / / / �R \ /� ZONAL IP INLET PROTECTION 3.07 I , ol / / /\ ( /' '� / / ' / ' / TP ° LINDISTURBED PRESERVED TREES H ° CIP ® CULVERT INLET PROTECTION 3.08 \ / ' o °, I/ //1// ' / /' �� ,' T.S DC Q/' /' / / DD DIVERSION DIKE 3.09 , , --- //// i///// ///// ////'' �c EX24/'HDPEAPP90X. LOC / —�—-----------z ' / / / /Sq�IM DRA NAGE / / ST SEDIMENT TRAP 3.13 \ �° o / / / / / CIP / \ 0 2. AREA TP — — — w — E / I I \ /1 1\/ / ///I I I /1 ,\ \/ ' I, \/ 0 1 1 �,\/ �'\r\j \\ / I '/' /r / r/\'/ r / /, r ' ,'`br o/0, / OI\ 1/r/,/'1/ /1 a \\ w// / °I\ 1l1 \ //, rI 1 ,r ' ,/ \/r\//\\ \r I l//r /1 l I / r`\ / \/ 1 rr11/I `I1/ ,, '�,/ \' 1r' // '/r,r// '//I ,/ // / /�' %// ' I I I/ I \ I //1/ ',/ \V, \/rj/''/,♦/ / ' I I/r I //�//l//,/ I/ l/ ♦///, r/' / II Ir/I�,/ // / //� / //''' — /,--�\ /,—_� _�_ I •I- �. —/—4k°\ P_� \�/_,_�_'\—\6_�—' /, 0 '//' �a\'b/ .'\ :\ \ \. ,\ e°�\\\\�/� \ ' a ,\\ '/\ \ \ _\— / ,— / _ \ \-6` ,\�—/ � 5— _r °. —/ \\/ I \\ / /,� //1 f \�, _/ \\/ —I \ \'\ .,v TOTAL OTAL 'STOR_A\ /\G'E / R\EQU\IR// 1/ \E—D: - \\S32\ 2\\r.\_- I9I \ \ I I —I C\\\Y `d\\l \ \v\\ _ \ •ov} • v 0 0 F42VIDED: 36YE: wrvw3 LL °SEDIMENT BASIN OM Tp — — 0 /3 O OUTLET PROTECTION 318 27l; No 0t o o �cl)09 EFFECTIVE SB B � ONEA oxTEMPORARY SEEDING 3.31 0'40N o FLOODPLAIN wU,vO/ ^rJ tiOU2�° ° TP PERMANENT SEEDING 3.32 ° L_ W-> OUNW NMULCHING 3.35 o oTv TREE PROTECTION 3.38 o 0 SF DUST CONTROL 3.39 o "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER ' WNDER REV/Eor O O / —�00 0 0 EASEM4 o 00 0 Nr2K\\ O DD / '_ Q \\/ o 0 0 00 MANAGED o '0' ' DATE1'o EPSLOPES o ° 0 ° (TYPICAL / /'' 0 /1/18/20 2 1 / DRAWN BY/ ° o 0o ,C. GAYNER 40/ /o DESIGNED BY Y o OILPFt GGAYNER ° I o / / / / CHECKED BY� ° r o of /6o /,/ B.CICHOCK I \ SCALE o/ / 1 "=20' o o/ p I r , ° — — — — — — —— — o 0 o ,0 0 o TP016 IL / ,--i w IP —.— — —— — — — — —— DD WASH RACK & TRAP J 4gs.co'� Ld 428.7 IP Q Z_ Lu .24 43.50' cLL oW631.60' 1 DRAINAGE DIVIDE UZ Lu (TYp.) LL BW TS DC 1a.10' w TW I / '^ ' _ __27.706 Tw 4266 428.10'7 IN O vJ 4$01p 0VA / a as3'\SOIL TYPE' _ 27B- JOB No. 47036 _=zo' \ I / / \��—� �\ J —�L_ \ SHEETNO. V .�.� iA II1�: KEY PLAN o' , , —40' C3.2 c a 2 L TH EP , — 36" CMP W/ END SECFION 1 — — — — \ INV. (IAO=442. 5' - ` ryan D. Cichocki Z lie. No.53741 \I I \ q GP CIP _ 1 \ I-- -- \ N -LIMITS OF / \ - / \ \ DISTURBANCE— - - / ' GP j // / ' , - ' _ '\ / ' / / SCALE V=20' SSIONAL G 6HP— - T / 1.97-ACFES \ \ _ / / O , ' 9*36 / OHP OP OHP= - - — OHP \ \� I / ' / ' ' / / / / / ' / / ' ' U� P / _ ' _ UG _ O 20' 40' _ - - - - / — — - / / KEY PLAN -_ �� s' ul UNDISTJdRBED PRESERVED TREES ' ' H ' ' , / - - - - - - - - - - > E soma SF i -i/ / ,' TP /// Y'ICAL) '/ ' — _ _---' ~w >, 3 LL O ' w0 m,�-i / / / / / / , / / / / (KD C¢-iVco Z SOIL 27G' Lu SB DD N W W / / i / i / / a0+ N > 00 DD SEDIMENT BASIN #1 ~ 0 0 3.51 AC DRAINAGE AREA / / , / / / / ' / / / ' / / ' - _ _ - ' . ' / U U rr / rn I / / / , / / / / / , / _ / TOTAL STORAGE REQUIRED: 470.4 CY / Vh � - - - - _ TOTAL STORAGE PROVIDED: 534.8 CY ' P TOP OF DAM ELEVATION: 447.0 / / / / / / _ / / / / , / / / / - - , o Lu ti / / / (D 0 0 ao N N w O N O I / / / / b• / , / / / f 3TS / /' / o / co / / / / / / ,/ ,' �. /' (n DATE I / / / / , DRAWN BY DD _ ------------- �\ -- C.GAYNER DESIGNED BY \\ � \\� \ \ � r _ - ' ' _ - - ' - - - - - - J I I I I I I � I I I I / I I I l �O / / / ' • �J / / / • C. GAYNER /' /' • CHECKED BY jd' _ _ • B. CICHOCKI ���� / \\ \\��� \ `�� �\ \� \ / 1 1 I \ \ ` \ \ / I I I 1 I I / 0 • SCALE ��\`� ��� ��\1 \\����`��\����\���-- — _— \-- / 1 1 11 II 1 \\ \\ \\ \\ \ \\ \ \\ j I I I I // // // �.. • N.A. CLSOIL -TYPE: Vw// IP \---- - - - -__ I \ \ \ \ \ \ \ \\ \ \ \ \ \ LL ------------ NN EROSION CONTROL LEGEND \ - - - - - - - / / \ \ \ 1 1 1 a Z Lu LIMITS OF CLEARING AND GRADING - Q — _ — — \ _ SOIL TYPE BOUNDARY ` ' - �' \ \\ ` LL Lu CE CONSTRUCTION ENTRANCE 3.02 SF �E X SILT FENCE 3.05 IP INLET PROTECTION 3.07 \ \ \ 1\ - - -' \ \ \ ° - y.. [ - - - \ _ - - - - w CIP ® CULVERT INLET PROTECTION 3.08 \ \ ' ` \ - - ' ' _ _ - _ \ - - -° - - - - - - - Q Z �P \ y _ ______ _ \ _ _ O DD DIVERSION DIKE 3.09 \ \ \ \I ` \ � ' , °. ; � \ \ r ljr /' \ \ \ _ / /' / / - _ _ _ - - - - - O O\ \ \ NdazON0 6 - IP ST SEDIMENT TRAP 3.13 \ \ ° > .\ \ / PR POSED 61' V - r — SB SEDIMENT BASIN 3.14 \\ \ \ \\ _ _ LLI / W OP OUTLET PROTECTION 3.18 tE LF ULT TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 J I I I r � TP Ta TREE PROTECTION 3.38 I\ \ \I \ 1 II ' / _ _ _ - \ ` / / _ JOB NO. � �_ I I I II I I � � _ 47036 DC DUST CONTROL 3.39 1 , / SHEET NO. T I 1 I I I I / I -•/ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER Uc 1 \ \ 1 \ II ' 11 I II II I I I / I I I = / / / _ - - - - - / / C3.3 C a 2 c L / / / / I I I I I I I I I I I / / ' I --------------- / I k _ I I I --- I-------------r - -----a----------- I ------------ -----------a--------------------- + --------------- - III EROSION CONTROL LEGEND \I-----------------1-----------1----------- 1 1--------T------------II---------11---------I r-----------I--------i 11 1 11 II I I 11 1` `` 1 \ \ I I III 1 1H �F -------------- - , \ I I I 1 l \ 1 I I I I I I I LIMITS OF CLEARING AND GRADING + f- � I I ------...--\---------- \----0- �------- 1------ 1 1 I I 1 1 I I 1 ` \ \ \ \ C \ \ 0 ----7----- t------- ----------------- --------------------�--------- - - SOIL TYPE BOUNDARY \ ` \ \' - ' I\ I t \ �I I I j \ \ ryan D. Cichocld Z \ x _ CONSTRUCTION ENTRANCE 3.02 U Iac. No. 53741 � \ \\ \ \. \ 1 \\ > \ \ > _ \ > \ \ > \ > \ \ \ \ \ EP \ \ - \ \ --- iF SILT FENCE 3.05 \ \ \ \ SF - \ \ > '------------------------------ \ - -� - - \ \ \ \ \ SSIONAL \ \ > > \ \ \ \ - { - ` \ \ / IP ® INLET PROTECTION 3.07p;` / \ > \ — -� _ _ — —=` — \ \ \ \ CIP ® CULVERT INLET PROTECTION 3.OS M _ \ \ \ —OdT — C, DIVERSION DIVERSION DIKE 3.09 ¢ o —_'—�- OH�T �— OHP— — — _ — — _ _ _ — �C �' / 'JGP _ _ — — I \ 1 / > E _ _ _ '•�I /'� I w ai E —EftF- _ — — C'P ' I ST SEDIMENT TRAP 3.13 > All �_ - - SB SEDIMENT BASIN 3.14 0 L M J V lf1 0 DD , OP ® OUTLET PROTECTION 3.18 a�cN o UG Oyp TS TEMPORARY SEEDING 3.31 3 O a w UG //ONP _/ PERMANENT SEEDING 3.32 = v 0 W W �DD / / _ / , / / / / / 8 _ - ' / ' \ \'� \ O ' MU MULCHING 3.35 ~ v w U U ' O.H�ECECTR/C TELE. 71/ /, /,' // / // /, / ��9�/ ,LINES / /' /' \ / > / / / / / / , / — — _ TP TREE PROTECTION 3.38 00 / / / / / / / / h' / / s HT U U ' �' � / / I � ' / rL � / / / , / / UFO DUST DC DUST CONTROL 3.39 � / ST1 ' SEDIMENT TRAP f ' 1.2$.AC-MAINAGEAREA / / ' / / �! Z In In / "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 0 g W LL b TOTAL STORAGE REQUIRED:171CY , / / - ahti TOTAL STORAGEPROVIDED:A90.1 CY / ,' / - - - --- --1 _ ° OH \�Ni ¢ ¢ DD TOP OF TRAP = 483 ' , / ' / 0 , / P\ 0 0 \`/ \ o �aa Zo u N\\ S�11 TYPE: �// z TS DC / / /' ,' / ,' / / / / / / /' \ ' 27B , , - > DATE / / / /' / TS DC / /' / r ' � 111812021 / ' , ' i / / , / / / / I — / / > DRAWN BY C. GAYNER DESIGNED BY DDD ' / / / •• C. GAYNER 41 I r -r A , / i / / ' ' / / / / / / ' / / ' / / / / / • CHECKED BY I I / ' / , ' v ./ /' / / / ' • B. CICHOCKI / / I I I I I / i / / I / / / , / ct I / I , ' / / ' ' / • SCALE / I I I I I I ' // ,/ /Ow Y I I // ,/ /' / e� I I .w� /' / / • N.A. 06 LLJ Z TRAP p - - - - WASH RACK > \ \ \ I Yc ��\ \ J > O \ \ \ \ \ \ \ \ Ld Q� Q Z LL �— \ \ Q 0 0 \ / / U IP IP LL1 FIORlZr3N R0 D--- -� �- POSED ---- , ° a KEY PLAN SCALE 1"=20' 0 20' 40' �O V/ JOB NO. 411 SHEET NO. C3.4 a i c L EROSION CONTROL LEGEND RUN i /\ \ i �� \\ / j / / �, : ---- \\ /------_�__ --- i --r--- —/ rH OF IWO BUFFER LIMITS OF CLEARING AND GRADING -A— SOIL TYPE BOUNDARY - 00 �\j �� /' / / / / \\ \ \ �,- } , ' ' ' / / / TP —UGP ' UGP P Id %\ l , - ' - ' / GP / � ryan D. Cichocld Z CE CONSTRUCTION ENTRANCE 3.02 I / \ / / ) i / , / ' / / U lie.. No. 5111, SF �cX SILT FENCE 3.05 I 0,** / OHPt- / �j ZONAL 000, TP UNDISTURBED PRESERVED TREES , ' ELECTl7C TELE. TV / IP INLET PROTECTION 3.07 I \ / / � / / r/ / - CIP r /' / ' —� ' / / / _ _ LINES CIP ® CULVERT INLET PROTECTION 3.08 / - , _ _ _ _ _ _ - ' / o / / / , \ / / / Q / M0 o DD DIVERSION DIKE 3.09 I , / _ / / L_--- --- -f- op / / ♦ / / ry c I EX 24/'HDPEAPP/70X LOC. - - - - - - - - / / ♦♦ ' / / ' / — > E ST SEDIMENT TRAP 3.13 4° o / / / SB SEDIMENT BASIN 3.14 / r u/ /,//r/ 'I' '♦r// I �\ /1 //\\ / /r/,/\ / /// ' \// /\/I / \ / //'/1/ ''/r/ /Ir // /\/ ,Ir/\r/°'/ /y/'// '/rrII/�//\/j/ ' /// \/ , // / /'/// �/yr/' 1/I / ///'// / ///' '/ / '// ///� // r'/ // / I/ 1,1 \ I/j ,// '// l/// /r//' // ' /r//♦ / / / // /I/II�/ /1 /'// ' / // /// /i/,/3/ //'�/�' �// '(//Iy/ /��. d// /l,' ��/f'� // ' /S/s4/ F/5 DP//// R ♦/ i / �/ —__ /T—'—!— P '�j / /-- --- — —_—/�_' `I—__ _' —y -/I —I—/ �— --\` /_I,- :CP .,:./ -i. 6—RA� �2//5'r(' \ �/ I /.�\ �RC3s♦\'�3 � \��// � \/\ /' -C \/ /\\/ ��I /i� / ( // // /J _\ \� / \ � \\\/\\ \�/\ \ \/I,r\P ,\\�r \ \\/ i 4 \� \�/ \l/ ,_� l` /�/ ll/ 1 a�//- /'\'/ "?7l /-\/\ /-/\ \ c/\ /\ //_\'-9 D\\I x_ \\\ \— 4I\\A ~\5/— 2\\o`\—\ /A///I/I\-a' —\�/\ \\\-\_\ \ \\- _/I1 \\ --_\ - \'— ` \-I I\I I\ —\�_` \_ \ `/ \\_ \\ `i/� _II— \`\ \ \ \ //\I —I I I I / \\ \- ••ao• •0 ° J° IP QV_x> ••� voo z of g o °-O OUTLET PROTECTION 318 > o ry r 0 ry "T0 449 °y1A EFFECTIVE ix TEMPORARY SEEDING 3.31 ° , 1- = m ONEA � o >ALOODPLAIN°° PERMANENT SEEDING 3.32 Ln= zaVwOOOV(OO"YVJv . .� tiWaQ>ti �O2W o / o 0.1 MULCHING 3.35 10 00 Tv —TREE PROTECTION 3.38 /DUST CONTROL 3.39 o "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 0 W W cL ND RREVIEWJ o 1 o 0 ° °e/ ° Emommommomp aa ° ° 1 0 0 � o 00 EASEMNT / / o Q \\�6� o\ R3/ /o MANAGED °° o RV 0 - DATEbSTEEP SLOPES o 0� S N 0 TYPICAL, 1/18/20 2 1 a o 0 o /0 ° DRAWN BY o GGAYNER oDESIGNED BY 0 C. GAYNERo °�/ 1�0 °d CHECKED BY B.CICHOCK Izo / o Q A QSCALE i' ° 1 "=20' T 0/ 0/° 0 `/J' 00/ / ol o 0R15'0 Z PAVES PCONST TIONS Ci M5- ENTRANCE w O LL w0Lu ZLu 25' 0 L \\ OLL I \ I r r / JOB NO. �\ 47036 \\ - -- SCALE 1"=20' 45 I I I I / / / \ _\ — — J. — L _ \� SHEET NO. I / A �.�C KEY PLAN �, 0' _ , —40' C3.5 c a 2 L OLD LYNCHBURG F40AD 1 � I I / � - STATE ROUTE 6 TH (VARYING R NOF /' M/WI T``H EP / — J _ _ � — — — — — / 36" CMP W/END SECFION \ —/----- / /---7-- \ / 1✓— I ' _ / / i _ — — — — — �� \ \ \ \ \ INV (1/V=442\15 ryan D. Clchocld Z lie. No.53741 9/ TP GP 1 - - N , uMJsoF- ' � CIP \ \ I \ � � S IG 'DISTURBANCE = J / \ \ \ � � - i / GP / / / ' , - ' , '\ / ' / / 1 '• SCALE 1"=20' S ONAL 7.95 ACRES / _ l / O OHP — 1 --/ /— / / ' P,` ' — OHP /— -� U/ P _ - ' ' uGe - 1:"., 0 20 a0' 4 \ \ OP / // / / / ——9�iP-_ — KEY PLAN = - -c�r+� s' "' E / — o - / ' TP ,' / - _ _ TELE V/�ULT /i Q o > E UN�STRBED PRESERVED TREES ' ' H�IECTR C TELE TV / - �� `_ ' �, w v E L/NES _- / TYPI / _ v ' - ' PS MU / , p6'I / w ' v- — - ' ' 44448 / ' ' / 4�ii7 458 �6 / / / / / PS MU 8tLu L r, 449 / / 46/ 46� 462 ' / ' / ' 47 / _ / / / / w V O 450 / 46� o o+ / 47 > ry _ - 64 ry � a - 452 IP I / v o vl \n IP / IP IP IP ' 'D Ln v N z Z Z R5' H- > 00 w <0 qy. / / � � � . � � ' / / co / / ^ / ,' '�0' -FLORA VIEW DRIVE ' �4j O , , ' / / // ow 2 2 PS MU ' / �� » R18' 00 _ / / 0 / I / / a0 / Aro ' / / / /R Z vl cn 0 d�w R5'/ / // / 46 // / I // // / /' IP Imo/ (D 000 a R "vim IPuj r,, 459 > / / / / / I / Q �nrn / _ IS,/ I / ' in DATE _ R3' __------ \�� \ — ry e 1 I I I / / / / J O 1/18/2021 �\ \ \ • • _ II/ Z / / / I / /; } DRAWN BY \\ ISIAN S N _ __--Rk �� / \ \ \\ \ - - \ / C. GAYNER \ \ \ \ \ \\ \ \ A5 W AN I DESIGNED BY _ I I I 1 I / / \ \ \ \ I / \ \ \\ \\ \ \ \ _ - - -- _ \� __ -_ II I I I I I I / I I I I VI /� ti.// /' ,/ / • � / / / • C. GAYNER \ \ \\ \ / - - \ \ • ° \ \ \ ° - ' 3' - _ _ _ _ - - - - - - - I I I 11 1 I I // / I I I I Z / /I/ • CHECKED BY a / � � a B. CICHOCKI cv /� C)+ • • SCALE _ - / \ \ \ \ \ - D• 1 1 \ \ \ \ \ \ 1 I I I I I I D I / I / / ` • 1 "=20' AN Iz I II 11 I / • 20' 47 JL\ \ \ \\ \ \ \ \ \\ I II II Q 06 L>SA / / ' / _ - - _ - _ - -- - - - - / T / ' / \ \ \ \ \ \ \ / I b' I I \I /91, \ \ IP Rl�' \ \ Sv\•vv \ \ \ �W/� ETSAYST EET a\\ \ N---- I \ \ \ \ V I 464 _ _\\ \ \ \ \\ \ \ \ a _ 466 I -- - - - -- --- 0.6 \ \ \ \ \ \ a J > N i A rnoi \ \ \ / 46j I \ \ \ \ ro^ w 41 \ \ \ \ W� C2 EROSION CONTROL LEGEND �' Q LLJ LIMITS OF CLEARING AND GRADING - ° \ .>O)V Q (� e SOIL TYPE BOUNDARY \ ` p Z o \ / \ \ \ L \ \ d \ W \ \ \ \ CE CONSTRUCTION ENTRANCE 3.02 — / z Cui SF �E X SILT FENCE 3.05 \ a I I I _ _ - - \ - _ - _ u Q i IP - _ - W z IP INLET PROTECTION 3.07 a I _ _ _ / ` \ _ _ / — — _ _ _ - _ - w ��( --— (� W CIP ® CULVERT INLET PROTECTION 3.08 C) Z IP 5 DD DIVERSION DIKE 3.09 ` \ \ \� �V / O O'^^ Go -- -- vJ /R%ZOVl70 j ST 0 SEDIMENT TRAP 3.13 \\ \ 1 \ \ \ \ \ / / - D — O O \ \ \\ \\ (' - POSED61'VOf — r \ \ \ \ � SB SEDIMENT BASIN 3.14 \ \ \ \ \ \ \ o-- h c W OP OUTLET PROTECTION 3.18co W TS TEMPORARY SEEDING 3.31 Y PS PERMANENT SEEDING 3.32 f MU MULCHING 3.35 3or c ✓ I\ \ \ \I I \ I I I II ,' I I I I- - - \ \ / / JOB NO. D TP ra TREE PROTECTION 3.38 DC 47036 DUST CONTROL 3.39 SHEET NO. * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER GT 1 \ \ 11 ' 11 ' 1 11 1 I // II I I I / I I G / - - - - - ' , / /' / C3.6 c a 2 c 0 d 0 3 c a. D a0 oo ao 12z 20 o� m a c m a0 Oc � m � 3 Z z„ 0 � a F 2 o � § n d m 2 Y � N X c 0.0 m c E 0 m 06 a c Nc 10 a 0 N 0 2 O O nE �E F= L / / ' / I I I I I I I I I I I / / I I---------------t---------------------------------------- I / I \ I I I --- I------------- - -----a----------- I ------------ -----------a--------------------- + --------i------- - I III EROSION CONTROL LEGEND \`-----------------1-----------1,---------- 1 1--------TI------------II---------II---------I r-----------II--------I ,11 C II 11 I I 11 1' \\ I \ \\ II 111 t---__--_ -� + Ir\ - \ II 1 I I I I LIMITS OF CLEARING AND GRADING --------1\ ------------ -A ----------- 1 C II --- -- --- --- ---- I\ 11r , I\ -a r---- �__________ __ I 1 SOIL TYPE BOUNDARY 0 --0------7-- t--------1-- 1 L--------------------- J I I \ I 1 \ \ \ \ \ I I \ ` \2i 1 1 -- - - t ---- - I ----------- -----------I-------- ----------------------------------------k--------------t------------\--------------------------- ` \ \ ryan D. Cichceld `z \ J CONSTRUCTION ENTRANCE 3.02 Iac. No. 53741 a�- OLD LYNCHBURG ROAD `\ ` 4 9/Z2/z( \\STATE ROUTE 63'l \ \ \\ \ \\ \\ \ \ \ ` �� \\ F'o ` � �\ -\` \ \ \ \ \ \\ \\ \ /--- �®iSILT FENCE 3.05(VARYINGh/W WIDTH ---------\------�----------------------- -�-------------------EP IONAL �-------\-------\-------------_- -- ------------------------- -----a--------t------------------ G INLET PROTECTION 3.07 Up r\ \ _— — \ \ \ \ \ \ \ CIP ® CULVERT INLET PROTECTION 3.08 M _ _OHT_- per_ _� Od7 �oyT� - / 1 \� - _ \/ - _ 1 / \ DD DIVERSION DIKE 3.09 Q o �GP v ' _ _ GP// 1 ST SEDIMENT TRAP 3.13 > - - _ 77- TELE -V41LT /i - - - - �� -� \ v v 3 - - Aimmij, `- / omp- SF T - - - ��- - - J /a SB SEDIMENT BASIN 3.14 Lu _ _ _yT / , OP ® OUTLET PROTECTION 3.18 a > o In PS MU / '/ / / _---- U Ag0 ' ` C7W a 47 - - / / // / °yT TEMPORARY SEEDING 3.31 3 O Q v�i Mu / / ' / / / 472 / / / / I / T / / 487 �O O o Q K / / / / / / / / PERMANENT SEEDING 3.32 ¢ z Lu � / / / / / v c� 10 W W /' / / IP IP / //D / // // /' ,' // // ,°H MU MULCHING 3.35 w UU M Y7 a \ TP TP TREE PROTECTION 3.3800 > -FLdi A VIEW DRIVE , / / / , UFO NT DC DUST CONTROL 3.39 cc) R18' _ - ' , / `° / / / Q °� °° * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 15' �`a o gww �R18 _ / / O "wN PS MU / / > o 0 0 rl, UN IN I _ — rV N o DATE > 111812021 > DRAWN BY C. GAYNER / I / / D ,' I ' / ' ' ' / / / ' _ - ' ' • DESIGNED BY , ' / ' / - ' / / / / / ' 0) , i • C. GAYNER D^ / I I / tY / / ' / / / / / / ' / / / / ' / ' / ' • CHECKED BY � • B. CICHOCKI / / I ' / I / / b1�/ I / / I ,' , SCALE // ' I I , W �/ / //// / i I // /, p I I % i // / • 1"=20' Icn I I / // I ///� i� // I I I \\\ I � �/ / / I / /� // / //' ' /// •• \ I I I \ I z I \ \\ \\ l I I I I � I I I I I I I p'l'l I ,Sy' \ \ I I I / / / / • \ \ \ \ I I , I I I I ` \ \ � \ \ \ I I ' \ \ \ \ \ \ \ \ I I I I I ICLW \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ I I\ R3' LL] /\ \ IP \ \ R1 S°\°v1 \ \ R15' \ \ \ - 1 ( c� \ co I 1 �W \El'BAYST II \\ \, \ \ \ I R _ _` \ 1 I / \ \ I I \ \\ \ \ O PAVED \ \ I ��� \ \ < J CE LLJ � — — — \ \ \ \ \ � \ <i< /LL W z \ �l }} LCLI 48 486 0 N 1 488 48 / / r / U) O BAN ' —Of IP LLI \ / - Ip POSE061'V OT ��----- � — _ _ �� / , � / / I I A � > -�D\\ \ \ cp / I �• N / �� ply ,' Joe NO. 47036 SCALE 1 "=20' SHEET NO. C3.7 KEY PLAN - - - 20' 40' c a i c L 'TOBISCUITRUN 0 CENTERLINE , o 0 ° WPO BUFFER io 10 o ` o I 0 0 0 I o, lot IVE ,0 0 �0 0 0 0 000 00 0 0 0 o 40 FEMA EFFEo°mZONEA ° o>FLOODPLAIo °1001'RFLOODPLAINPER 0 ° °o LOMR CASE NO. 21-03-0029P° °° o (UNDER REVIEW] °00°° _ 0 ° 0 0 0 500YR FL OODPLAIN PER° , a o LOMRCASEN0.21-03-ODJP ° m� / ° (UNDERRE�'lEW) o 100YR FL OODWq y pER o 0 0 0 LOMR CASE NO. 21-03_C P29P I ° ° (UNDER REVIEW) ° , o� o 6v / 0 0 , °fir° 0 / / OT SIGHTT / 0 0 0 / DISTANCE ° / o , 0 ° EASEML'NT / o � 0 0 I 0° o°Gd / ♦ / / i op 0,0 0 0 co / / ♦♦ / ♦ / 40 00 0 0 MANAGED 0 00 /a�O // / //�♦♦ ♦ // // /° STEEP SLOPES 0 ° ° o o / 0 (TYPICAL) °04 ° pcf' / / / 0 0 o ° o ° o�d/ a 40' ° ° O° 0 0 00C 00 ° ° ° / Ap / / SEWEF 0 ° d�/ �O3 �` / // �/ EJECTOF o°' r / / / PUMF ° / / J�C� 10���o ° / // // / ;; 0 °O oJ`S\ / 102' ° o ° ° a�0 / �� `�li�� / / / /' CONDO #1 0 ar °o5d / 1.5" WATERMETER (\\ 7 °° 00 / / / // // // / 4'X&CONCRETE PAD / 0 FOR (1) 16 DOOR / 0 a� / / / CLUSTER MAILBOX & (1) 12 o� 1� / / / DOOR CLUSTER MAILBOX. o�Ar / / / / / // COORDINATE WITH USPS. 00 ° / // / 5'SETBACK o / O i \ ■ — — — — — — — — — — — — — — — — — — �\ \\ ■--------------- �THGP OF \\ \ \ \ / / / / ■ 0 �\ \ ■ GP UGP GP ■ ryan D. Cichocld Z \\ / : s��------------------------------------ lie. No. 53741 OHP OHP— — — �i- ^ — — — — — — — — — — — OHP— — — —� OHP— % — — — � � � L — OHP— — _ — — — — /SSIONALGti .0000 ♦ 0..HELECTRCTELE. TV / / ' ♦I♦ LINES E / ______- / ° ♦♦% TRAIL BUFFER ^ u - / i i ♦♦♦ / w v E / / �♦ / _ / ♦1 / / ¢LLo3 / / / / / \ ♦♦♦♦♦ / / .5i / / O LLu M / / \ I♦ / / / w � V Lri O ♦ / ..00+ r- / / / / / / \ ♦ / 6.25' / / � (A 4 a / / 1�♦ PEDESTRIAN a ° a 4 d z F / / ♦ CONNECTION #1 — 4 OOOOOOOOOO c w w o 0 0 0 & w p (n cn \ -- ---- ----- ----- ----------- -- ----- m --- - --- - -- ---- I ' o0000000000 _ = N z Z Z 5 � KOWA / / // ��♦ / \\ s > 20' 4' X S CONCRETE I I o�poo p O o �/' �/ ♦1� \ PAD FOR (1) 16 DOOR I I a' �ODpoO p / / /♦ �' 40' CLUSTER MAILBOX I o000000000000 ♦I� 8 TH - 20' 5' SETBACK 20' TYP. I 2 a a /♦♦♦♦ \ ENITYS CEp I T 8 OT 1 LOT 20 LOT 21 LOT 23 LOT 25 I o LOT 22 LOT 24 I ♦♦♦/ / / \ I 182 F 350 $F 50 SF 1350 SF 1350 SF 1350 SF 1350 SF 1690 SF / ? o 0 O Sao I / >> SETBA% K / I � 5' �•�'I w ry N N 4 18.5 C LLJ o 0 < / \ 3 — — — — a CONDO #2 \ (8 UNITS) ``"""°e/ / \ R3' °e'.a R3 a 9® 1/8 o y n rn \ \ I cn DATE / SA N SAN SAN "NO KING N I > / / a � / / 46.6'/�\ ,/ O'/ "NO ARKI G 4' FIREE LOT 72 \ / / \ FIR LANE" SIGN NE" 3, O 1/18/2021 ° DRAWN BY 7020 SF C. GAYNER \ / / \ TE — — R3 DESIGNED BY \ "NO PARKI 18' 20; ^: I • \ �H 17.' ) • C. GAYNER IRE \� I 3 I 18' I SG 0 CHECKED BY �' / \ a \ I I I / • B. CICHOCKI .6' R3' \ I 20' TYP. 22' I • • DIP SCALE \ 1 20 / �bl- 5' SET AC � 7TH-2: -- — / 4' X 5' LOT 11 LOT 12 LOT 13 LOT 44- t07 LOLZ 1 L I / PAD t� \ 0 1780 SF 1619 SF 1599 S CLUS d5 8' \ \ \ 2354 SF 1682 SF 15' $F 177 $F 4' LOT 10 2W4 $F \\ i . OT 26 / 8, SK 40. 06 5� -� / ° 5 i ` 9 A 6 / / 21 \ ��C�GCOP 40 / / 22'4 LOT 9 '' 0 /• // F52 SF,I 1—I ST_ 1AN ' 4 S 8" CLASS 53 5 TH - 22' / rSAD NAM . DUCTILE IRON R15' SIGN (TYP,j WATERMAIN V , 5 B"X8 LOT$ TE T 6^ ,eSETBACK� O $F 1, 1,, MAX. 25SETBACK "NO PAR ING O I V Q / TF2901- FFER / / X \ a FIRE LAN 2 �tJ Lu r-i 2 aA / LOT 5 \•, GNS 9' m 17' 2190 $F ` \ / FH a° sqN rl a I— / \ Lu LL dS s..X \ \ STOP / T 25' \ \ \ Q O BLOW -OFF` 20` ':. 22, SJ6N (TYP) \ MANHOLE PROPOSED \ \ \ = O SSEMBLY \ / v UNDER SOUTHWOOD 8" CLASS 52 \ NOTES: 7 14, L 4 e VILLAGE 1 DUCTILE IRON \ \ 1. MAILBOX LOCATIONS TO BR COORDINATED g T6U4 SF \ �P / /� \ \ \ \ \ WITH THE POST MASTER. / / \ SDP202000048 41VATERMAIN \ / 5JH - 22' 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & Q 8' GV \� MILL D OVERLAY � \ FHA LOT \ P� ' 8" WATER MAIN L EASEMENT PLAN FOR INFORMATION ON \�' \ IN AC O NCE \ O / 16� $F r 2 '��o� �\PROPOSED UNDER � � � � � i PROPOSED EASEMENTS. 17.5' PRESCRIPTIVE SOUTHWOOD VDOT�SFD. WP-2 \ ' \ y fit 3. ALL WATER/SEWER SERVICES CANNOT BE EASEMENT 5' S�$ACK VILLAGE��P ESTABLISHED IN BLOCKS 9-11 UNTIL THE //� \ 3.82' (TYP.) / ! \GPO SDP202000048 \�\ \ v �/ \ \ VILLAGE 1 INFRASTRUCTURE IS INSTALLED, O / r / LOT2 \ \ A ��Ih� ( �a \ TESTED, AND ACCEPTED. / / 1640 $F �000( y3 19.0 NO PARKINCO 5.25' \ LOT 1/ SIGN 05�0 ' 811X811 T�& \ / C \ 2129 SF a SOP LEGEND \ GARAGE( .) 4 / / \ 7 0 , CONCRETE SIDEWALK O \ / 1 .7T / / s / 1 \ 1 7' HEAVY DUTY CONCRETE �•/ � LIGHT DUTY ASPHALT 5.25' va j / / HEAVY DUTY ASPHALT - - P093 JOB NO. N CLASS B TYPE II TRAIL P rr SCALE 1"=20' 47036 pm SHEET NO. RUBBER a' KEY PLAN o zo' ao' C4.0 c a z L EP------------- .I 1 II .� ippe • , ���,\\'•—III ' . CLASS B TYPE 11 TRAIL RUBBER . V" SCALE VI KEY PLAN 0 Lu r���v���������►� �� CC o - - ----.-----------------------�••. J i� �� ui "NO PARKING o FLORAVIEWDRIVE 6,779 SF OF 90. BEND 900 BEND ,•••••♦•' - it r r r r •�-1 / ® �� ��®�� •• •• •• •• •• •• •• , �n, FIRE LANE" 00 1G ///� % % % - %%anal 1 / _ :•••••�••A••••••••.�. �� / �.� ` ?ice/-//jjj�iiG _ 1 I . . PAD FOR (1) 16 DOOR CLUSTER MAILBOX win LOT 04 LOT 23 LOT 25 LOT mom I LOT 22 LOT 241 . • IIII� �AK IF EE .. INTERIORI 9 I , �IIIII .III® 1 � � � � t���� ' • • , 122' 111812021 �ii��■��rr O O • 1 © c40' DRAWN BY .1350 SF• . 1 , • I�<1 211 1 / �,;' • a FIR 11 1�384 SIF DESIGNED BY 1 0 �« ,• �� SPACE IL TO 1 1485 SF • 1 ` `''�'`��o © r rCLUSTER BOX i I'M1ioiJ� • "� - �:: 1 !� ' �`- r • �� �r wag C6 1591 SF -- a —�. ♦ .11 • . � • i1 �� o i •• '` ��� '`� w • u © �_ ♦ •� i ', -LOT t i •1 ■ ■ ■ 1. - _ , 1 , � 1 1 - •. NO. 47036 NI • LEGEND OLD LYNCHBURG ROAD � I I NOTES: STATE ROUTE 631 1. MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST CONCRETE SIDEWALK (VARYING R/W WIDTH w i I MASTER. 30"CMP W/END 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN O HEAVY DUTY CONCRETE SECTION FOR INFORMATION ON PROPOSED EASEMENTS. INV. (IN)=442. 9S 3. ALL WATER/SEWER SERVICES CANNOT BE ESTABLISHED IN LIGHT DUTY ASPHALT _ — — — BLOCKS 9-11 UNTIL THE VILLAGE 1 INFRASTRUCTURE IS — — — — — — — — — — INSTALLED, TESTED, AND ACCEPTED. — — HEAVY DUTY ASPHALT a z L ---------- --- --- --- --- --- ---- ti I OLDLYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH ---- ------ ---- EP ---- --- --- ---- ----------------------------------- ------------ ---- -------- --- — — — — — — — — — — T— — — —OHT— — — — — — — — — — — — — — ----- _OHT' I 'OHT _ �` — — OHT— — — — — OHT— — — — — OyT\ — — — P— — OHP— — — — — OHP— — \ \ GP = RIA P GP GP GP — ION #3 — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i— — — — — — — — — — . r------------------------------------- a' I PEDESTRIAN CONNECTION #4 \ 3L oil TRA L. TRAIL CG-6 8 9 20 BUFFER I L FF BUFFER /I0 ems= • �� =i 1 LOT 7 ism INTERIOR LOT 63 LOT �9 1 )1 1 • 111i� 1 1 ' 1 , LOT 61 1 LOT 67 1310 SIF I ��(ii� • I�lol�� ow1 1384 SIF OPEN • 1 ,I • SPACE 'L T 66 4,434 SFIIIIIm Weep ••_ . •••• Arta. ETE PAD • lo)J CLUSTER :• —Q(o il�l� 1 II�IA(oll� 1 i ME 20'TYP. • 974 SF LOT P5 I • 1 1 1 , I I ' ••'• �. 1 5'SETBACK -LOT 47 1 LOTLOT 49 LOT1 1 • III 1 SL RIM HORIZON ROAD PROPOSED 61' VDOT R/W I FHA TEE UNDER SOUTHWOOD SAN ILLAGE 1 SDP202000048 s I' r(�R0 PA ING \ \ SIGNS \ 'W ±176' TO HICKORY STREET I ------------- 8" WATERMAIN 8" DIP WATER MAIN PRO D S�UTHWOOD VILLAGE 1 SDP202000048 N Y I :i C G) I I I II II I�I TH OF G) rya11 D. Cichocld --- ---- / a — Lie. No. 53741 0 9�Zz�i,� J -- --- --- --- --- --- -- --- --- -- -- ----- --- - - - SIONAL ------------------ �36 M E o o U N N C C — — — — > E � v E w - - � w v 3 a i 3 0 w O d-3Voo —L Z O 7 O O N (A N a GP Z 1-5 30�Q cu"J U) �UFp oa=� di K-1 �L-rl Gp �v�o O ww \ ~ C T H z UPC,°N AM > di OO UU av o w 2 2 \ OHT\\� 2 00 O a \ \ 0yT\ d a a \ O KEY PLAN U,ry\\ a O^� Z O DATE n 111812021 O DRAWN BY C. GAYNER } • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' W IIIII T\ V , z U Oa J' NOTES: 1. MAILBOX LOCATIONS TO BR COORDINATED -1 H WITH THE POST MASTER. Q 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & w EASEMENT PLAN FOR INFORMATION ON ED I --I PROPOSED EASEMENTS. Q 3. ALL WATER/SEWER SERVICES CANNOT BE < ESTABLISHED IN BLOCKS 9-11 UNTIL THE W O C6 VILLAGE 1 INFRASTRUCTURE IS INSTALLED, } TESTED, AND ACCEPTED. (/1 F LEGEND < OU O CONCRETE SIDEWALK 2 g HEAVY DUTY CONCRETE 1••� JJ LIGHT DUTY ASPHALT 0 HEAVY DUTY ASPHALT O CLASS B TYPE II TRAIL O RUBBER D v O a'j JOB NO. �P 47036 SCALE 1"=20' SHEET NO. 0 20' 40' C4.2 c a 2 L BISCUIT RUN ° _ — — F LEGEND CENTERLINE , o ��\ \ � � / ■ _ _ _ — 171 STORMWATER FACILITY EASEMENT °° wl'O BUFFER H T \ \ \ / / i ' / — — — : — — � s, UGP F71PUBLIC DRAINAGE EASEMENT 0 \ i ' ■ °° �\ \ : GP UGP ryan D. Cie ki Z FOPRIVATE DRAINAGE EASEMENT # 1 / ■ Li��Z23741 Q� O ° —� OHP— ti ❑ PRIVATE & EMERGENCY ACCESS EASEMENT L — OHP— — i SSIONAL 0s oole 0 / ♦♦ 10' PUBLIC OH ELECTRCTELE. TV ACSA SEWER & WATER EASEMENT 0o / I♦♦ ACCESS 0 / / \ ♦♦ EASEMENT LINES °, E 0 / / ♦I o / ♦ N � { —f �♦ 10' PUBLIC PUBLIC ACCESS EASEMENT EX24"HDPEAPPROX LOC. � — � � / I♦ ACCESS °J E WATER MAIN ACSA EASEMENT �° o / / / l / / j♦♦ EASEMENT v v 3 0 0 / / / ♦I♦ ¢ LL t 3 �O O° 00 / / ♦♦♦♦ �' Q L M / / / ♦ Q� Voo Z 0 0 / ♦ w w —� O o v / / / / o a�O / 20' PUBLIC a C7w vM a o FEMA EFFECTIVE a. G X N a a.' ° / / ♦ DRAINAGE ° m ZONE A m i LL Q o FLOODPLAIN / EASEMENT = v O W W o / / / / 0 0 0 / ♦ 10' PRIVATE F c M 100YRFLOODPLAINPER 00 , ° / ♦ 10'PUBLIC DRAINAGE 0 /// I '^ry w UU LOMRCASEN0.21-03-0029Po° ° ° / / ♦ / ACCESS I EASEMENT 0 / / N M (UNDER REVIEbI� ° / EASEMENT 0 ° �° / ° o a / ♦♦1 0 00 500YRFLOODPLA/NPE� ° / / ♦♦ \ _-- 00 I a / LOMRCASEN0.21-03-OOJP 0 %� / ♦ \ --- (UNDER REVIEW) , o ° / ♦♦ LOT 23 LOT 25 0 100YR FLOODWq y pER o 0 0 ♦♦ \ I LOT 19 LOT 21 LOT 22 ° / / / ♦♦ LOT 18 LOT 20 1350 SF 1350 SF 1 0 0 SF (UNDER REVISE EW 21-03_ ° ♦ 1350 SF 1350 SF 1690 SF (UNDER REV/EW)9P , o a�° / ♦♦ / . I 1822 SF 1350 SF o O O 0 0 , off°° ° / / OT SIGHTT / ♦ / / \ K 0 0 0 / DISTAN�E / \ 0 0 , ° 0 0 ���� o° �/ EASEMENT /// I I I o 0 0 1 /1 .1 L. / /. I 0 / o O� /// ♦ // / / o ° I w F ryry\ n rn 40 °° ♦ \ / / / / / / / / SA / / / A� N/ / / / 00 MANAGED ° / / e% / / 0 STEEP SLOPES ° o d��� / / / / / / / DATE 0 0 ° (TYPICAL) °4 ° °cf� ^ / a / / / / / / / / / / / / / / / / / / / / / / / / / S / / / / 111812021 0 ° 0 ° 0 ° / / / LOT 72 / / \ / / / / . / / / / j / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ./. O o ° ° o ° / / / / 7020 $F // \ a / / / / / / / / / / / / / /P IV T LLS > DRAWN BY 4t0 0 ° / / / . / ° / / / / / / / / / / / / / / W / / / / / / / / / / / ° / l R' l C. GAYNER �0 0 o d�0 o a ° / / '\ / / r / / / / ; / / / /. / / . / / / / 0 0 °, / / \ •% / % / . / / / A • DESIGNED BY �O 0 0 0 0 0 0 / / / / d / / / / / /' / / ' l l / • C. GAYNER ° o o / / / / S9 �,� % / / / / / / / / / \ I I I / • CHECKED BY 00 00 ° ° o / �Q� / / / / / / / / I / • 8. CICHOCKI ° �r°° o / ��Qi����? / / \ / . /� / / / / ' / \ \ ACSA SEWER ❑ SCALE ° 0 / �JJ� / 32jc6MBIf-.....a° / / / / / / / • ----- AND WATER -- ----- ° o o / r O �\ ACSA SEWER / / / \ — — NT - — — — — - • 0 0 0 o d�° / �G Q Q� / / / AND WATER / / / — — 0 0 �� U / / EASEMENT / ° g / / / j / / I' LOT 12 LOT 14 I I �I / • O A, / / / LOT 16 °�� PQ / LOT 71 / / / LOT 11 LOT 13 I LOT 15 1599 SF LOT 17 i • 0 0 / / / �/ 20' PUBLIG 40 SF d`' / / / / \ \ 2354 SF 1780 SF 1682 SF 1619 SF 1591 SF 2177 SF o ° / / / DRAINAGE 20' PUBLIC 2/4 \ LOT 26 LOT ° o / / / EASE-*NT / / ° 00 / / / / / / / DRAINAGE / \ 0016 o a�O / / \ // \\///° /. / / EASEMENT 10'PUBLIC l 9 e a 10'PUBLIC 2154SF � / / / /, / ACCESS ACCESS / EASEMENT a� / EASEMENT \ / o� 10' PjJBLIC / �� PRIVATE $c EMERGENCY / / / / / / 0 o / CCESS / / �. AC ASS EASEMENTS ° / ,- ;..5°, a :: a ,'I ''.' j e • ,• o / ELOT 9 ,�EMENT / \ AL G FACE OF CURB / / / / / // 1752 SF ° / / / o / / / / r / / / / / / % LOT 8 / / / / V16705F LOT 6 / / 0 / ' " •a, . / / / / / / / / 2161 SF LOT 7 / / 1624 SF , ...: . 33' COMBINE V Z �C§ASEWER W Q AND WATER O Q rr t i o p,...V. ° QLU Z / y / / / / / / / / •rl �� ; a.. W w LOT 5 / / / / co 2190 SF SAN ° (n / SpN ` Lu W U-STORMWATER / a / / CILITY ACCESS 66 / 1/EASEMENT / / 1,25' / \ \ Q u LOT 4 1604SF �P� / LOT 3 / 1611 SF ,• R25' -9 +\ � � � � / NOTE O / / �� THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE O 0 CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT \\,� LOT 2 A d°' / PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND 5 1640 SF (� O(� \ FOR USE IN RECORDATIONS. \ LOT 1 Ogg \ \ 2129 SF 01 pP Ai JOB NO. �47036 SCALE 1"=20' SHEETNO. KEY PLAN o 20' 40' C4.9 a i 0 d 0 3 a 0 a° o ao 12z 20 o� c Aw E° a c m a.- 0 c X0 � 3 ti z„ 0 � a �o o �§ a 2 Y X c 0.0 12 Eg 06 a c Ma 10 a 0 w c 2 �N m c a O c 0 sE 1 F_E L EP VII OLD LYNCHBURG ROAD o I I STATE ROUTE 631 (VARYING R/W WIDTH w 30" CMP W/ END SECTION ______-----INV.(/N)-44295' I I - GP — u -----------�� GI NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND FOR USE IN RECORDATIONS. ---------------------------- •yan D. Cichocki Lie. No. 53741 SCALE V=20' • m • • - • e _ l' V ♦ 1 20 F1 w ��7 n . • - . :� ©OH KEY PLAN —nHp— vIPA .r : • .: 1 - .:ff T T • ��.-i.-.-.ice � ii _ -��i .. - 11� IIIIIIII� LL Mil 0 -------------------- ---—��Lu W, VIA `& ll�pl Lnx -------------- - om o p, DRAINAGE N mil EASEMENT Ulf 64 LOT 22 LOT 24 ----EWA ;-- I 11111�ACSAEASEMENT I f � 'p \\ Ali, II m 1 1.. ffi �IIII I - , �• �;e, ENT LOT �7III �IFj ,i. ..TE A ,ill �, . ` ► — •�n11�IfOI1�Iilk mu'l111812021 .awilim -..MAMAM�lEWM-AMIFAM -.�� • p �'11 • I ail @ 1 . �, ,II • DRAWN I/1/�il dd IMAMFF LOT 56 dldd 1310 SF DESIGNED BY ,..,., i' I' , . , i1310 SF B. l --�� l pp'�.�� Ii,� • '' � ���� � O �EASEMENT L T SF LOT 61 CHECKED BY . -OT 14 LOT 15 LOT 17 r —fi F 06 Tl /qaf, ��i•i`=a� �.��' 'gip I. ,� _�d?�' .1 � 1./ I ��� / %'�, � i c .1,�.:�.-----���___•�" d _�cd'�-=QI�IN�N�I,_Npd,NI i� • 1 • .: I r� • R .. . p p • �� < LOT 41 , u .11 • • • 1: •. • 1 ® = = = 1 .. ' _ w . ■ . • �0 w w _ • LEGEND • IZISTORMINATER FACILITY EASEMENT PUBLIC DRAINAGE PRIVATE DRAINAGE EASEMENT 1 \` PRIVATE & EMERGENCY ACCESS EASEMENT 0 NIACSA SEWER & WATER EASEMENT •. NO. PUBLIC ACCESS EASEMENT • WATER MAIN ACSA EASEMENT m a 2 ----------- -- --- --- ------ N--------------- -- - --- - - - - - ------ --- --- - --- -- --- ---- --- ----------- ------ I I - II a op - - - ----- —� — Q f I c - - ------ ---- ---- -- / ci rya11 D. Cichocld Z - - ---a�---- ---- --.— — — — — — — — — L.� Iac. No. 53741 ,� OLD LYNCHBURG ROAD STATE ROUTE 631 Li (VARYING RAN WIDTH / / //. /� . 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CICHOCKI LOT 61 / / / SEWER AN D WATER I e 1310 SF / EASEMENT SCALE LOT 67 + • 1384 SIF 1"=20' 10'PUBL C I / L T 60 LOT�66 ACCE S c 1 �10 SF � � / � 1381 SF EASEME T I � • 20' WATER MAIN ° PRIVATE & �MERGENCY I ACSA EASEMENT ACCESS E EMENTS I a _�C LOT 59 ALONG FAgE OF CURB I I C6 1974 SF /I / / / • LOT P5 I R 20' STORMWATER FACILITY O� ACCESS EASEMENT LEGEND U Z 30.5' COMBINED ACSA C , Q / / / / / • SEWER AND WATER �. �c A STORMWATER FACILITY EASEMENT O Q EASEMENT O' ��/��� >Lu a PUBLIC DRAINAGE EASEMENT �y� J ct� z / w PRIVATE DRAINAGE EASEMENT m Lu / J PRIVATE & EMERGENCYLL / ACCESS EASEMENTS �c ❑ PRIVATE & EMERGENCY ACCESS EASEMENT Lu O Q TO COVER ENTIRE y w LOT 47 LOT 48 II✓ / / / / PRIVATE ROAD PARCEL LOT 49 LOT 50 Y / / ACSA SEWER & WATER EASEMENT "' 2181 SF 1670 SF � 1683 SF � 1696 SF LOT 51 LOT 52 LOT 53 P / / MANHOLE -PROPOSED O � Q O °z 1708 SF 1696 SF UNDER SOUTHWOOD \ U 2710 SF I / / / SAN VILLAGE 1 SDP202000048 s \ ■ PUBLIC ACCESS EASEMENT = 0 J n/d ,j WATER MAIN ACSA EASEMENT Q s 0 0 W - / \ PROPOSED 61' VDOT R/W W --W W SqN v ° ° c Q ° y o a'3 JOB NO. O i SCALE 1"=20' 47036 SHEET NO. KEY PLAN 0 20' 40' C4.11 �. '.). ° R25' R25' �— HORIZON ROAD SqN / HORIZON ROAD L