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Home My WebLink AboutWPO202100004 Plan - VSMP 2021-09-23 (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) 09OA1-00-00-001EO PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OA1-00-00-001DO 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 ADT AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL APARTMENTS/ TOWNHOMES 220 54 D.U. 400 6 19 25 18 11 29 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 RE WEIKDA AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL IN OUT TOTAL Phase 1 Residential" I Apartments/Townhomes 220121 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 50,000 S.F. 1,221 58 16 74 51 75 126 Phase 1 Total 3.564 93 130 223 161 140 301 Phase 2 Residential(" Apartiments/Townhomes 22U12) 143 D.U. 1,040 15 52 67 51 30 61 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 1,233 19 64 83 62 36 98 Southwood Total (Phase 1 * Phaee 2) 4.797 112 194 3ob 223 176 329 Source: ITE Trip Generation, 10th Edition. 1. Residential trip generation assumes 10 % of the units will be single family dwelling units. All others well be apartments/tcwnhomes. 2. ITE includes townhomes and apartments in the same category with the 10th edition. 3. The overall deteiopmenl (Phase 1 + Phase 2) is capped at 5,000 daily trips, To ensure maximum flexibility. Phase 1 trips 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 Oak Hill c� J� x1, I LOCATION B;t �n o Hickory St n »'n 4 Jacks, 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 CO.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 yan D. Cichocl¢ 'Z lie. No. 53741 y9o3` N z 0 f f "I" W ry N�ry Lu l � ry DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1�1 1� 66 0 l--1 T� V , U 0 W w J Q LU 11 w J 0 `L U W 0 �r U 0. 0 0 0 T� i 0 JOB NO. 47036 SHEET NO. C0.0 L LEGEND ROADS SEWER TRAFFIC STOP BAR m �� `'� S EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. �® I �J DROP INLET & STRUCTURE NO. S�SAN�QS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER - PROPOSED PAVEMENT EXISTING WATER LINE • • CENTERLINE OF DITCH B• yy PROPOSED WATER LINE BENCH MARK 4 B• yy PROPOSED VALVE . . CLEARING LIMITS - T! g• yy PROPOSED TAPPING SLEEVE T 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. B. 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 easements, and right-of-way plats. Plats should be copies of the actual recorded documents 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 50150 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 Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. 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 raps O .This Ian as dra 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:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). yan D. Cichocld Lie. No. 53741 q*% m E 0 0 0 N � N C > E w v E w w 3 Q LL 3 0 LL w 0 m C W L M a_ V00 J -u .. rn Lu N Z W Q IT �0'X m LL 0 Q v = N N Fv¢� c ^ E N 00 W M a� CDW Z O U U U) LU O cti cti O G G m w 00 00 2 � � UI a U')I ti tu O O F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 06 O V 1 U O Q cn MJ > W w Q Q w � 0 w m 1-I a 06 LL o U)LLJ 'LU^ W Q ° Z 2 0 O O 2 �O V/ JOB NO. 47036 SHEET NO. C1.0 L CD-1 CUT .aenE PAVEMENT SUBBASE UBGRADE FILL COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT E PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 S S o f SUBBASE o_-6-6-06E SELECT MATERIAL TYPEIORI Gam/ 057 AGGREGATE, N6 AGGREGATE OR CRUSHED CLASS MEETING N8 GRADATION REQUIREMENTS. GEOTEXTILE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR 1 PAVEMENT SURFACE & BASE 0 0 0 000 0 000 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE = FSELECT MATERIAL TYPEIIOR SUBGRADE 0 0 00 oho o0�-06 (CEMENT OR LIME STABILIZED) GEOTEXTLE #57 AGGREGATE, N8 AGGREGATE OR CRUSHED F GLASS MEETING N8 GRADATION REQUIREMENTS. GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED, COM1BNATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABLIMD. 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 GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MN.(3 X DESIRABLE) GRADE. CRUSHING STRENGTH TYPE OF PIPE )(W.T. 4" MOM. DIAMETER )(W.T. 6" NOM. DIAMETER SMOOTH WA.L PVC .D3 0.153 SMOOTH WAL PE 1 70 PSI XXX 1 1 70 PSI AAA 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWWSE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. 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. ILL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. NNN TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRANAGE STRUCTURE. XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD COMBINATION UNDERDRAIN REFERENCE SHEET 1 OF 1 RIASION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 r*_ -UNITS OF PAY FOR TOP OF EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS I�GO' TRAVEL LAEs CENTER LINE SECTION 1_-€--Li_�------ q__-- _ (WITH TYPE 1SELECT MATERIAL) ) I,N EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LIE ICA M• AI TOE OF FILL -PAVEMENT SURFACE M BASE / 0 .0.0.0.0.0. 0 o SUBBASE LIMITS OF PAY FOR OUTLET PIPE '.6%'?.6. 6-6.6.6-6.6.6.0- �-SELECT MATERIAL TYPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN #57 AGGREGATE, N8 AGGREGATE OR CRUSHED GEOTIXRLE ,,p „ GLASS MEETING #8 GRADATION REQUIREMENTS. DRANAGE NON -PERFORATED OUTLET PIPE FABRIC OR E-PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH i(W.T. " NOM. DIAMETER 3(W,T, 6" NOLL DIAMETER SMOOTH WALL PVC 1 .103 1 1 0.153 SMOOTH WALL PE 1 1 70 PSI SONS( 70 PSI NNN 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE _ �- SELECT MATERIAL TYPE II OR SUBGRADE X WALL THICKNESS WIN) - INCHES 0-6.6-6-0- o - o - o - o o (CEMENT OR LINE STABILIZED) XXX TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. N3] AGGREGATE, NB AGGREGATE OR CRUSHED GEOTIXRLE GLASS MEETING NB GRADATION REQUIREMENTS. GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE 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. to DESIRABLE) GRADE. BRIDGE CD 2 SUBBASE 3. ON CURB AND GUTTER SECRONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" S� oAZ,BB(BEM,T R,TYPEI 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 V-0" 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 PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PRE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATIONSTANDARD COMBINATION UNDERDRAIN XVDOT REFFERENCEERENCE ROAD AD BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 sot 701 VIRGINIA DEPARTMENT OF TRANSPORTATION D8.05 CG-6 NOTES( 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PIN) FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SOWN N APPENDIX A OF R THE ROAD DESIGN MMUIL N THE SECTION ON GS URBAN STANDARDS. •D m • • 1,MT A BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION zD1.o3 A u A R1-1 STOP *Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12b 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHRE (flETflOflEFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB CONTINUE 21 B STONE BASE j c FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. •I•I•I•I•I • DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale / CONCRETE CONCRETE 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A SURFACE (PLACED IN ONE LIFTS) :: . A BASE 8" TYPE 21 B AGGREGATE BASE COURSE A aa, COMPACTED SUBGRADE SUBBASE) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS )T LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2016 ROAD & BRIDGE STANDARDS CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE _ CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 27.. FOR A WIDTH OF 5 FEET. A� %%STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) ul 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ DIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO OWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 CONFIGURATION. / (SEE - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE - - - BDEWALK USED WITH THIS STANDARD. SIDEWALK (SEE NiaSIDEWALK - - NOTE5) zUNPAVED SPACE 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSIONEXPANSIONOMITTED IN THE ENTRANCE.) JOINT JOINT4. 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 E%CEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL 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 CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8%MAX. GRADE CHANGE ® _ _ - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ _ p (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - "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 VDOT ROAD MANUALINCLUDI GN IREMENTS. STOPPING SIGHT DISTANCE D KE 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. i0 1":1' - CLASS A3 ,p- ,o •e. •e. •n. (H.E.S.) n , e • n. ' �• ' °' - - CONCRETE ` SECTION C-C ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500_1500 VPD _<3 X 6 % LOW LESS THAN 500 VPD <6% 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDOT 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 07/15 203.04 2016 ROAD & BRIDGE STANDARDS PRIVATE ROAD CROSS SECTION C%L CG-6 1.5" SM-9.5A 22' 2 5' (PAVEMENT WIDTH) f H% 1 1 COMPACTED SUBGRADE 2" IM-19.OA 5, 6' 3" BM-25.OA SIDEWALK (PLANTING STRIP) 47' PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. T 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) C%L 1.5" SM-9.5A CG-6 VARIES 20' MIN (PAVEMENT WIDTH) 2.5 �_ t 2% 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 T 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) f2% TYP COMPACTED SUBGRADE \_2" IM-19.0A 3" BM-25.OA r- PRIVATE & EMERGENCY ACCESS EASEMENTS�i NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. T BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale CG-2 005' 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.OA 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS= AGGREGATE SHALL EXTEND T BEYOND THE BACK OF CURB (TYP.) 0.5' 0.5' 6' (PLANTING STRIP) CG-2 5' SIDEV 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) ym D. Cichocki Lie. No. 53741 9*ib ^� E CD 0 CD U N Vi N C > E ai E w LU Q UM o 3 p LL wo `6,^ AR V CD Z -n Iy O Ce T (A a- W N V Z f w U ? �i V) Q W aC ti S N Z 2 2 =v¢US m O zz F $ry > 00 wM LU UU 00 _1 U U O LLJ Uj O O F o00 LU a N\\ ^\ z 0 DATE V) > 0 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. J� T C6 0 T--i T\ V i U O > J_ W < Q W ' 2: C) W co T--i a 06 LL W w O T� O Z 0 O O 2 O L JOB NO. 47036 SHEET NO. C1.1 0,F IS-1 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING (ON 32 32/'4' (B3DVIA HOLES D27 112' DIA 138mm BOLT CIRCLE. [899mm] [ ] O 26 1/4' 1 7' ^�� CONCRETE BUMPER BLOCK /� SHAPE TO ELEVATION �� OF MID -POINT OF 2 x EDGE OF E%ISING PAVEMENT 1•--� [ ] --�I [178mm] 667mm D IC �1 H y LL 6l L-a ANCHOR WITH 5/8" REBAR LARGEST PIPE. ice! I (AS DETERMINED IN FIELD) Ny U IMBEDDED 24" IN GROUND HANDICAP SIGN '• SHAPE TO .- CONTOUR I OF PIPE I TACK COAT THE PROPOSED 24' DIA -1 Lie. No. 53741 LOCATION (VAN) HANDICAP SIGN FACE OF v I • I CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS _________________ [BOBmm] s� Z L LOCATION (TYP.) CURB , /' I I EXISTING SUBBASE PROPOSED SUBBASE za 7/1s• Du ^� s/B^ [722mm] [i6mm]SSIO GlV� 1// .! ... I ___________________ COMPACTED SUBORADE [g4 plq � z6 O O 91 mm] [660mm 3/16 [38mm ) NAIL (� EOP CONSTRUCTION JOINT DETAIL FRAME SECTION 120mm] PAINTED SLOPE TO DRAIN TO INVERT 9 OF OUTLET PIPE '' ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS 2' (51mm) LETTERS (RECESSED FLUSH) f+l E O O o8' 18' PER 2 MAX.Mx �� SECTION A -A ® PROPOSED MINIMUM 1'/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS 1• 3 1/8" 1/2' C25mm] A N U N Ji 4" P5 DETERMINED BY CORES (SEE NOTE 3) PN [ gmm] 113mm] C) C 0 VDOT 4 PAINTED SPEC. � MSTION ( WE 01�7ERs WINE METHOD OF TREATMENT IN DROP INLETS DIFFERENT SEES OF 3 13/16' 9 22 13/16. 2 1/B" 579mm] [97mm] L E E STRIPE PIPES ARE ENCOIAOEDED. B NOTES [54mm 0 26" [635mm] OJ w _ 'Lu > (TYPICAL) ASPHALT PAVEMENT WIDENING SHNL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 4 11/i6' [35mm] 9/16" O.D. OF GKT GROOVE [17mm] v w 3 B' 5' 8' 8' 8' 11�� III \\ 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRANAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. [14mm] SECTION VIEW 1/4" (6mm) DIA GM BOLT NEOPRENE GASKET ¢ LL O 3 w ., TYPICAL VAIV f 111 NOTES: SHARING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN 3. A MMMUM OF THREE CORES MALL BE TAKEN &ONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE MD THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 50� ASSEMBLY (2) WSHR 1/16 X 5/8 X 1 1/2 RUBBER PART# 00981046 0 w 0 m y d' MM L ,.•1 Q V 00 Z ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF TO INVERT OF STRUCTURE. OUTLET PPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I', INCHES MD REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. S C � (2) CORED 1800" 1 5/8' (2) BLT HEX 5/8-11X3 1/2 SS l W PICKBARS [5mm PART 00981250 2400' [41T # J W J - Uri ""I O n Q IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. t� 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. F-- 1/2" L�+m (2) WSHR 5/B ID 1.SD OD A a O rn N V d THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / PORTLAND CEMENT CONCRETE M% CONFORMING TO CUSS A3 OR AT CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE / UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, �;! / S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. .63 DIA. STAINLESS STEEL ROD 1 1/8' (29mm) DIA BOSS [13mm PART# 00931318 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL V' W W M Z_ I� y V ~ � U BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE �J/I//// I I !' ` 7. FINAL TRANSVERSE PAVEMENT TERN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c)OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS 2) NUT HX 5/5-11 ZN NYLK 3: Q X () (n SHA1 BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I V OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. NOTES: PART# 00981264 J Q LL W ° • ° DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - • ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - - 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLNN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT NX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED, PART# W001228 Q v X = N z h 2 h 2 NDIVOUALY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION PAID FLOW LINES. SECTION B-B 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. (2) 1935R LOCK LUG � U j to = ¢ u? 0 W LL PLAN TYPICAL WATERTIGHT (SHOtI) PART# 0019358.5 F c rn � METHOD OF TREATMENT IN MANHOLES MANHOLE FRAME &COVER LOCK LUG ASSEMBLY A v Lu O O N.T.S FIGS-I-E 0- J 00 j �VDOT RCP➢ AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS SPECIFICATION xypQF ROAD AND BRIDGE STM1DAR05 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC �REFEIORENCIOEN SHEET 1 OF 1 REVISION DATE SHEET 1 OF 1 REVISION DATE TYPICAL PARKING SPACE DETAILS VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 3u o 0 106.06 303.02 V W V W No Scale 2016 ROAD & BRIDGE STANDARDS OL a 2 - FRAME & COVER =O g W W PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE SEE FIG. S-I-D, E I` Iz SIGN WITH PART V, SECTION G OF THESE SPECIFICATIONS. cD O O PLACE W GALVANIZED " WITNESS " POST WITH FRAME & COVER STREET SURFACE OR CL 5- STD. U POST CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NON -PAVED AREA O GALVANIZED 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT :. ,,.• (SEE FIG. S-I-D,E) _ TO HIGHWAY DEPARTMENT APPROVAL. ..;;.•.•.,.;.`. s SLOPED AREA r'-5:2•. :: ~ � •.• STREET SURFACE OR V ..1a''hc.v "=- '"` `" � ~ N N FINISHED GRADE SET DOGHOUSE BASE , • EXISTING SANITARY NON -PAVED AREA 1'-0" MAX 2 -O" RUBBER COATED STEEL STEPS e CAST IN PLACE w w F N ry \ ry \ ON CONCRETE BLOCKS '.. �• SEWER PIPE + SLOPED AREA e p \ (Ny to ry DOGHOUSE OPENING SHALL :� ' '� M.l' MIN. 12" CLEARANCE • : : �'L:'''+ s J PRECAST REINFORCED CONCRETE '� Q \ \ \ 6' ORMED BY• • MANUFBE ACTURER OR '' R'1 ' - AND STOTWEEN NEISTING BEDDING1'-0" MAX A SECTIONS WITH "0" RING SEALS DATE SAW CUT To FIT PIPE { �'; a OR APPROVED EQUAL (n o 'MAN A'.•. ' OUTSIDE DIAMATER"••.' .r., 2'-0" > POST TO BE l!," �' ADJUSTABLE TRAFFIC RATED • : PLUS 8 • ,."•.,•-r: % 3'-0" MIN e j 111812021 DRIVEN VALVE BDX W/ LID 12" THICK VDOT • �' THE DROP CONNECTION SHALL BE O DRAWN BY Z U No. 68 STONE BEDDING r RUBBER COATED STEEL e 0 DUCTILE IRON PIPE (CLASS 50) } 2 B"xB"xt6" AND JINEI' 16" .• 3'-D" MIN STEPS CAST IN PLACE 5" BACKFILLED IN 6" LAYERS AND SOLID CONCRETE BLOCKS COMPACTED BY HAND TAMPERS OR C. GAYNER Z C4 WALL (4 EACH)R DOGHOUSE MANHOLE BASE PRECAST REINFORCED 12 MIN BACKFILLED WITH SELF -COMPACTING .:. I„ IIIM,IIII,IIIIII"I IIIIIIIIINI I,IIIMI,IHII,IIIIIII,II„ II IIIIII„III,,,,IMI,IHIIII,IIIIIIIIMIII III,I LI I111111111 CONCRETE SECTIONS 12 MIN "0" RING SEALS A lb MAX : 16" MAX S TONE. O S DESIGNED BY MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING C PIPE AROUND EXISTING MINIMUM ELEVATION MINIMUM ELEVATION DIFFERENCE •• C. GAYNER BE CONSTRUCTED AS SHOWN PSI WITH 3,000 PSI CONCRETE DIFFERENCE ACROSS M.H. 5" � 4'-0" 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 SHALL BE 0.20 FEET. a CONCRETE VARIES ,+° A FILLETED INVERT FOR A SMOOTH B. CICHOCKI -- -- ALLOW CONCRETE WRAP EXISTING PIPE WITH DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF - r ,' , " TRANSITION OF FLOW BETWEEN .. s. t. INLET & OULET PIPE SHALL BE P PROVIDED. ' : • SIGN AND POST DETAIL SCALE TO FLOW A MIN. 1'-O" BEYOND BASE NEOPRENE GASKET MATERIAL `��• CONTRIBUTING T .+ -- - .'. . 12"• '+., , P ,.s• �' P, • N.A. Scale No BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NOW SEWER. j . •• , '. �• " A FILLETED INVERT OR A SM00 "'" •• • ,1': 12" 3/4 DIA OF LARGEST RED R WATER LINE CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING TRANSITION OF FLOW BETWEEN PIPE IN MANHOLE • PAWMG• PARKING• 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 & b ( 12" MIN. CAST -IN PLACE PROVIDED. MIN. 6" BEDDING LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. P _j �� 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 T�I 2500 P'SI' SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. n� n� CONCRETE 8 ° 2'x 2' BEARING AREA. NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. Mom/ SPACES SHALL BE IDENTIFIED BY ABOVE THRUST BLOCK 4 2. THE CONSULTANT W PENALTY PENALTY GRADE SIGNS AS RESERVED FOR PHYSICALLY e. 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 INSIDE AND OUT. _�RE _wF�E DISABLED PERSONS. PROVIDE ONE (1) R-7-8 •e e , a. FLOW TO THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE TOW AWAY ZONE TOW AWAY R E 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. 0 O SITE PLAN. SIGN SHALL BE ALUMINUM , 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6 " TYPICAL MANHOLE SECTION (PAINTED WHITE) 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 Ao 6. ABOVE SHALL BE PLACED ON STEEL POST 1-1/2"0 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 VT , GRADE TYPICAL GATE VALVE SHOWING "DOGHOUSE" INSTALLATION FIG. S-I-A TUTS 0 -- M-25 ADA PARKING SIGNS NTS FIG. W-5 N.T.S FIG. S-1-Al FIG. S-I-C No Scale VARIES VALVE BOX NOTE: HYDRANT MUST BE INBRED GRADE ( , V 4" DIAMETER BRANCH EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS - AND VALVE THE LOCAL STANDARD. Q COVER LIFT NOTCH - - � J J M.J. PLUG VARIES LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 14 1/2" 12 3/8" 12 1/2" AIR RELEASE VALVE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY L.0 � � Q f. (270') 36"MIN LL.I h 18"-22" 7 CU. FT. VALVE BOX STONE I WATER BRASS OR BRONZE PIPE BRONZE GATE VALVE DIMENSION 24' MI KFiLL+ 8"MIN w m 1� Q 0 06 #68 (fin LIFTS) WATER MAIN RESTRAINED JOINT FITTINGS 1 ^` CAST IRON LID PIOSSIBLERADE I• BY HAND OR EMBEDMENT THOROUGHLY COMPACTED APPROVED LL w (n w 42"MIN 16' METER BOX IF - SPRING LINE MECHANICAL TAMPER OF PIPE O }} z " •' VALVE HAUNCHING ON-LINE "B") % '�; ; :' 1; 8" X 6" IH - I=) I III=11 i=III„ ICI NO. 68 STONE - BEDDING 6" max Q O Q (TYPE TEE I I 4" min v Z 2500 P.S.I. CONCRETE ,. + BASE AND THRUST ; °:'";:'. i '•1� ' o,',::• BRICK SUPPORTS OR SOLID CEMENT BLOCKS OUNDATION (SHALL BE BLOCK AGAINST ' '1'' UNDISTURBED STABLE + yr - CRUSHED STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE VARIES THREADED COUPLING NIPPLE AND PVC SOIL STEEL PILE 11ry ti pl '' o YL K N SOFT ALL PIPE) Q PVC SLEEVE '0 CAPBRA RESTRAINED JOINT FITTINGS �'� COPPER T LUBRICATE ALL THREADS WHEN WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION 18" 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 NOTE~ VALVE OX NO. 57 STONE 6" 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE PIPE SLOT BACKFILLED 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 NO. 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 WATER MAIN AND VALVE 2" THREADED TAP VALVE BOX. 4, GAOTE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. NOTES: SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. O� IT IS ALLOWED AND FITTINGS. FOR WATER ARE SAME SIZE PLUG 5. FIRE HYDRANTS BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING (i) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. LINES 12" 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. (TYPE "All) 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 AIR RELEASE VALVE (ARV) N.T.S. FIG. W-4 SHEET NO. C1-,1 TUTS FIG. NTS NTS NTS FIG. W-7 FIG. W-9 FIG. S-3 L N" MIN. �e 1B MIN. °•j Sr MIN. MNGNUT LOCKING ASSEMBLY 1 IOt � • .• . � 1 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 4" DIAMETEF AND VALVE WATER ID-15 ON-LINE (TYPE „B") PLUG •^^"" THREADED COUPUNG PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK 'D METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED M DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME 51ZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NITS FIG. W-8 TD-19 NISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRRLON E GATE VA IFRPOSSIBLERADE �F I,. p� SOLID CEMENT BLOCKS K CRUSHED STONE COPPER" SOFT CORPORATION STOP NOTES: 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, 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 FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. 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. Wd FOR THRUST BLOCK DETAILS ON TEE. • REFERTORG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USEPIASTICSHEETINGAS PROTECTION FOR BOLTS. ' • USE 25M P.S.I. CONCRETE. 1 PIPE SLOT (2 PLACES) LARGE METER SERVICE LINE NTS FIG. W-6C M-12 [COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION 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 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 311' 3'0' 318, 2' 3'1' S'0' 31 5' MIN. 10, 61 MIN. 4- 5' MIN. 12' MIN, TREATER THAN 4' PROPOSALS WILL BE SUBMITTED. i B i DOOR HINGES r----- ---- -----� I I I I I I I I I I I I I I LIFT HANDLE 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' 1LUMINUM ACCESS AATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 7 CU. FT. 18"-22' ALVE BOX #6B STONE 42"MIN . ;' e" GATE VALVE TEE 9 2500 P.S.I. CONCRETE BASE AND THRUST iI�„�+• R BLOCK AGAINST \\vll UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED !M WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL 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. A THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 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 M-8 PLACE 5' GALVANIZED " WTNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT M HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE ---� 1 � M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE '• Al A 2'x 2' BEARING AREA THRUST BLOCK ': G 4, d n NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE. TYPICAL GATE VALVE 1' COMPRESSION x 3/4- MALE PIPE COUPLING OR APPROVED EQUAL Y TYPE 'K'--. SOFT COPPER 1'AS NOTE NO SWEATED FITTINGS DUAL SERVICE I' TYPE K �Fi COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. NTS FIG. W-5 M-9 RE FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SntMCES. x FL 1' COMPRESSION x 31e MAIE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATOR METER IS NOT PROVIDED. CAST IRON uD FMIRED GRADE 3B" MIN. POPPERSETTpt 1/8 am OUFLNIB-\ A� METER OWORATIM STOP BRICK AS NECESSARY SANG :R DUST DOER �,; ''?rx' '°'x':° "Tt i DRAM PIPE, tr ,.•'•i•1.;�,",I 4- BOX AND SETTER (2-INCH F O SITM Y�.�K, LONC S03. POCKET, WET T MINIMUM THICKNESS) A W!i'.ti ...4sI"mvYa'ti SL"`a' SPEC. 203, N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TU-10 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT M BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND SIZE A B C D E F V- IV 1'-9 2'-3 7-e' V-2 2'- 1 1 4 Ir 2'- 3'-0 2'-6' 1'-6 2'-B 1 1 4' 11 1/W 70' 2'- 3'-9 2'-6' 2'-0 S-0 2" S-O' 4'-B' 4' - 8 2'-6 3'-0 2'-6' 1'-6 V-W 1 I V or 3'- 4'-3' 7-B' 7-8" 3'-3" 2" 1/2' 16' sa• W-D 3'-0 V-9 s-e 2' 19, S-BID 6'-3 3'-0 3'-BID 4'-3 2' 16" 5' -D 7'-B 3'-3' 9'-O" 5'-8 2 1/2' Irs-a' 6'-0 3'-O' 3'-3" 3'-3- 2 1 4 8" S•-6 8'-8 3'-0' 3'-8' S-9" 2 1 4" 4S 10, 4'- 7•-e 3'-0' 4' 5'- 2 1 4 1Y S-3 W- 3'-3' 5'-0 5'-B' 2 1/2" m' e•- tt'- s-9^ s-0 7'-3• z t fr B wI-Tn = u1M. r CKNESS 0 FILLET WELD STRAP = 1/4" ST U 1 4" THICK rPLLATE WASHEF 3" THREAD, iv 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE BARS ®12" Oy CENTER FO 12BENDS & CONCRETE CLASS "B" LARGER C CHART FOR UPPER SEC11ON 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 M-4 6" NOTE: RESTRAINED JOINT FITTINGS. Side Mew 42" Minimum rtselBearn. QelBeam, in. size) •--� 3' min. penetration Into undisturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 ASTM A38 AND HEX NUT ASIM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" CIA SOIL (TYP) ALL -THREAD R01) ar.r a ^ WATER MAIN x �3 VALUE -r - •� ssa . 24" MIN UNDISTURBED EARTH PLAN +' ">' CRASS A-3 CONCRETE VI I;. MINn'\'' MEGA -LUG 4;! . 16" a MIN 18" ELEVATION UNDISTURBED " TRENCH 1 24" RAN ^WIDTH MIN W � 1 � SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR 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. _C_ROSS ANCHOR RESTRAINTS FOR VALVES NIS Fig. W-30 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY. VARIES �-lair-•-' 10' 1 5' 1 1 ._. 1 1 5'. 1 F WATER SEWER 3 0 LOCATION OF EITHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, EM) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM 1X SEE PART 3, PARAGRAPH DI SEPARATIDN OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG W-1 TTH-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I UI INITIAL BACKFILL BEDDING 9 STONE * 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 STABLE 8" -OIL MIN. MIN.-- _ MIN MIN. #68 STONE -GRANULAR FILL AS _ APPROVED BY ACSA`� �A I �C STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS YOL TEE AND PLUGS VOL SIZE OF FEET) W.M.:FEET)(x1.M. BEND L H IT L H i 90 2.50 2.50 1101 0.24 4" & 6• 45 ZOO 2.25 7 So 0.15 200 225 25D 0.15 221/2 1.50 200 2.52 0.10 111/4 1.50 2.00 2.50 0.10 90 3.60 3.16 3.21 0.48 46 266 288 2.77 0.26 8" 221/2 1.66 2.15 289 0.13 3.16 2.91 2.66 0.32 111/4 1.66 2.16 287 0.13 90 4.83 3.83 3.42 0.83 10" & 12" '�` 3.33 3.58 "Be'0.43 3.83 4.00 283 Q52 221/2 2.33 2.58 288 0.24 11 1/4 1.83 2.33 2.84 0.18 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 CONSOLING ENGINEER SHALL BE RESPONSIBLE M THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NIS FIG. W-3 TD-3 y6D D. C)chocki Lie. No. 53741 rC� M E 0 on U; N Vi N C > E w ai E Q LL o 3 p LL �_j UDDOO z J - u1 O rn In In Lu ry V ti W w Z f ? U �i 0 V) Q W U-) z 2 2 =v> O UJI ULJ F PN > 00 wM Of UU � I- U U � Z R R o a�� O O > LU 000 LU a N\\ Q z O in DATE > 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. • • �J T IL cb 0 O Q V / J > W cQc W LLJ Q 06 V) 0 O Z li 0 IC) 0 0 2 0 1140 JOB NO. 47036 SHEET NO. C1.3 0 N T5 3 c C_ 0 90 o -Z 20 15� c N a c m L a0 O c W 17 3 Yn Z m O 2 a - 1 O �3 n d m 2 :22N X = 0.0 016 m m m C d `o E , N O 6 a c �a °Z 0 2.2 c c m c o c 0 m TIE -' c E F L OF SEWER SERVICE LATERAL CONNECTION NOTES: �TH �f 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 60' DIAMETER MANHOLE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE o REQUIRED. I� D. CICIIOCki TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED L-a TO THE MANHOLE �('YMmP DROP MANHOLE PVC CROSS °� 1 Z U Lie. No. 53741 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL g BE CONNECTED USING A PIPE SADDLE. USE APPROVED FLEXIBLE RUBBER ` • BOOT, o` 11 3. MINIMUM GRADE FOR SEWER SERVICE CDNNECTION SHALL BE 2R °2 (1/4" PER FOOT) �Q o 3000 PSI CONC. BASE SSIONAL [� ROADWAY R. 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". ^ s, GASKETOU Ala " STOP COUPLING ° BENCH SLOPED TO FLOW 7loib 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o - 87' CHANNEL 1/4" 1' MIN • • I OF 3 FEET. DROP PIPE .e PIPE STRAPS -•� �. ~- SALT TREATED (STAINLESS STEEL o e SPACED EVERY !n„'+: _ 2' VERTICALLY ,t [N i, Y;,'''1. .' -� (+1 CD u N U A FINISHED GROUND MARKER • 90' RESTRAINED BEND '•�, {' *',"';'•" `� '� Y `\ • - BRANCH j p 0 = PAVEMENT m SEWER INFLUENT 12 E _ +.." • PIPELu S COATED STEEL BAND OR STAINLESS 42' MIN, SEWER • PIPE q. 2" LL p LL n 0 0,25' MIN, THICKNESS STEEL CASING INSULATORS 42' MIN, PLAN Q W 0 y STEEL CASING - I 112' BOTH ENDSFILL ten` Lu Q J V CMO _j Z PLUG END OF PROFILE w� "�" o rn O N I z: Ml LINE SERVICE LATERAL SECTION MEN, 6' BED➢LNG WITH NO. 68 STONE O_ rn ry N MJ M 1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANTWO FLEXIBLE CONNECTION NOTE: 6 z f ? uz'-o' 7' DR e'7' DR e'T2'-D', 2'-D 12)FEEr. WITH STAINLESS STEEL ALL CONNECTIONS TO GJto ¢ Lu2. VERTICAL DROP PIPESHALL BE SDR 2fi P.V.C,SRED THESAMEAS THE INCOMING PIPEANDCONNECTED TO BAND EXISTING MANHOLES SHALL Q�"UCTILE IRON PIPE I� 18' OR 20' JOINT OF DS, fIN THE DROP FITTING WITH SrANDARDGASKETJOINT. W BE CORED AND A FLEXIBLE x c ry Z 2 2ESIRAINED JOINTS) 1 3.VERTICALDROPPIPESHALLBESTRAPPEDTOTHEMANHOLEATPIPEJOINTS.STRAPSSHALLBEMADEOF CONNECTION BOOT vW au O 0STAINLESS W Wf STEEL INSTALLED O LO 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OFPAVEMENT, YM>NOTE WHICHLIJER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECf10N DISCHARGE POINTwLuV V 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. INE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. d 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. PLAN 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN CD CD > WATER VARIES 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. u u 7.MINIMUM72'DIAME[ERMANHOIEREQUIREDFORASINGLEIWOR12"DIAMETERDROPCONNECTION,OR SHOWING BRANCH TIE - IN TYPICAL STEEL SLEEVE INSTALLATION R TWOS" DIAMETER DROP CONNECTIONS. UNDER ROADWAYS 0 2 SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION TUTS p Q. N.T.S N.T.S. N.T.S. FlG. W-10 FIG. S-1-19 O O O C)FIG. S-2 FIG. S-1-C2 0 j Q.TD-33 - TD-30 TD-27 F 0 O Lu LU p O a N\\ Q 04 FRAME & COVER �m O DATE r E FRAME & COVER (SEE FIG. S-I-D,E) i/) ING BACKFlLL SHALL` >mE -� SEE FIG. S-I-D, E STREET PASVEOFAREA R ACE R 0 1/18/2021 NTAIN ROCK MATERIAL g J pp / oME / NONEEPAVEDFAREA } DRAWN BY THAN 5" IN ANY ``3 SLOPED AREA '":��':;4.�..,^r„. SLOPED AREA -'� INLARG ION E8 �S I-- -,._:;e;ii,P.z�_; BACKFILL* EM I 2'-p" RUBBER COATED STEEL STEPS V-O" MAX a CAST IN PLACE 1'-0" MAX C. GAYNER B'MINL ,� EMBEDMENTLIFTS) OROUGHLY COMPACTED u PRECAST REINFORCED CONCRETE 2'-O" DESIGNED BY SPRING LINE HANDOR APPROVED OF PIPECHANICAL TAMPER EsE $ EG o �o �-3 �� " Q ° sEcnoNs mTH "o" RING SEALS OR APPROVED EQUAL STEEL C. GAYNER N0. 68 STONE _CHING E" w �$ v3 g 3'-0" MIN RUBBER COATED STEPS CAST IN PLACE 3'-0" MIN CHECKED BY BEDDING 6" max 4" min p0 u x 4 ao 6 \� o THE DROP CONNECTION SHALL BE o DUCTILE IRON PIPE (CLASS 50� 5" BACKFILLED IN 6" LAYERS PRECAST REINFORCED I- • OUNDATION (SHALL BE REQUIRED WHEN SOIL s E E_ E COMPACTED BY HANDTAM AN OR 1� BACKFlLLED NTH SELF -COMPACTING CONCRETE CONCRETE SECTIONS 12" MIN "0" RING SEALS " 16" MAX T • • B. CICHOCKI SCALE CONDITIONS ARE UNSTABLE m 1eTMAx STONE. MINIMUM ELEVATION T • DIFFERENCE ACROSS M.H. 5" 4'-0" ALL PIPE) I 5" T " IU- „E �E �E MINIMUM ELEVATION DIFFERENCE 12'MIN 12"MIN FROM INLET TO OUTLET t my .' ACROSS M.H. FROM INLET TO VARI 4 OUTLET SHALL BE 0.20 FEET SHALL BE 0.20 FEET. VARIES • DEPTH OF FLOW CONCRETE A FILLETED INVERT FOR A SMOOTH CHANNEL TO BE _EFILLETS • G TRANSITION OF FLOW BETWEEN DIAMETER OF : NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O ;• INLET & OULET PIPE SHALL BE i'G PROVDED. 12 ; 6: i"• ....> �•, CONTRIBUTING CON SEWER. TT �••• 12" • J BACKFILLED ENTIRELY WITH NO. 21A FT rigg A FILLETED INVERT FOR A Shoo • ,s': STONE. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED z LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEE2. INLET & OUTLET PIPE SHALL BE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED' $ ro o E� E oE3.WHERE MIN. 8" BEDDING NTH NO. 68 STONE PROVIDED. MIN. 6" BEDDING ,E � NOTES: NOTE : W/ NO. 68 STONE W ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" CIA m4 BEDDING OF NO. 68 STONE' R 6" As 6� mA a 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE HE SPECIFICALLY DETERMINED TE THE CONSULTANT M 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 O O o 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 4. SPECIAL CON DERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL SEWER PIPE DESIGN ON SEWERS NTH STEEP SLOPES. INSIDE AND OUT. \ TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH TIE-IN N.T.S FIGS-I-D /1 NITS I N.T.S V 1 FIG. S-3 NTS FIG. S-I-A TD-31 FIG.S-I-C � � ( , V 7D-34 1D-28 1D-25 O (� PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE Q - " WITH PART V, SECTION G OF THESE SPECIFICATIONS i J LL J �l SLOPED AREA RUBBER COATED STEELSTEPS :.: ��.. ' •'` CAST IN PLACE FRAME & COVER .,,`.•.'- _ ' •:', '4' Q w (4) 1• (2smDJ uA xaa 1 th- au tt Y (eD,n.n) D" 27 1/2' IX1 O Bur a'/ae [B99mm] """] ze 1/v Ow r SEE FIG. S-I-D, E PRECAST REINFORCED CONCRETE SET DOGHOUSE RASE +,; : ON CONCRETE BLOCKS ; SEWER PIPE SANITARY G ' LLJ CO Q I� [414 �11 I SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 'e . ; DOGHOUSE OPENING SHALL '•' ' BE PREFORMED BY ° ' •"" • MIN. 12" CLEARANCE ,' + • BETWEEN EXISTING PIPE MANUFACRER OR "• •'Y ' AND STONE BEDDING'"SAW CUT FITAT PIPE ' •'* ;e: ''•". -ne � Q LL/� ,,,�( 06 87/16"OR za >/1 B• Dw B/6' [7= [tam8 A FITTING MAY BE REQUIRED IA W7510E DIAMATER • PLUS B". ta" THICK VDOT Z W 0 o GIB• Dw a 26' p� NTH ACSA APPROVAL No. 68 STONE BEDDING O [914mm] [660mm Uzi FRAME SECTION 13/tt)' r [SBmm] a SOLD CO AND 4" LOCK" • SOLID CONCRETE BLOCKS � O 0 Z [20mm� l 2'(51mm)uT1o1S curs") THE DROP CONNECTION SHALL BE N-O" MIN ,•• DUCTILE IRON PIPE (CLASS 50) _YETI CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE � BACKLLED IN 6" S AND FILLED Fl [umm] NI A 31/6' t/Y- I c>P• �}- I [79mm] [)�:�D,]'I 22 13/18 � COMPACTED BY HAND TAMPERS OR j e 5" S�EILLED WITH SELF -COMPACTING il,nnnnnn nnnn nnnnnmiinnnn,i,nnn,nninunnn nnn nnnn,u„„i,ninuiuninnni FILL DOGHOUSE OPENING 2 1/6' 3 t3/IB" �► [97mm] [i723'B] Jam_ 16" MAX MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE 0 tt/18' t sro- [636mm] [77mm] [� 9/16' O.D. OF GKI GROOVE cut DOLT [14mm] SECTION VIEW 1/4' (6mm) Dw MINIMUM ELEVATION DIFFERENCE p ACROSS M.H. FROM INLET TO ,e OUTLET SHALL BE 0.20 FEET ON FIGURE S-1-A WITH 3000 PSI CONCRETE OR NON -SHRINKING GROUT Q SEE..DLr NEOPRENE GASKET DEwa 120MIN 12"MIN A FILLETED INVERT FOR A SMOOTH (2) wslB 1/15 X 3/8 X 1 1/2 VARIE '. 4 TRANSITION OF FLOW BETWEEN O S R (z) cDRED 1800, t RUBBER PARTY DO IM E W PDXeaes [Smm (2) elr x0c s/9-11xs t/z ss •, INLET & DULET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH 2400 Iatmm vAmY Wt 5/8so 1/2' PLAN VIEW 1 i/B' (79mm) DR BOSS [6mm [73m OLl BTANlF55 STEEL ROD PAARTYc"OOgB1Ji6 ID 1w $ PROVIDED. G __ FITTING DIMENSION VARIES WITH SLOPE. TO FLOW A MIN. 1'-0' BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING O PICKBAR sIACIQUG HOLE DETAIL NW NX MOM: NOTES: P fY BD9812B�1 11 2x TUN!( t •.'A 12 �. ; C': i "• ..� , e +.. A' NEOPRENE SECURED BY 2 NON - CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 1 1. ALL RNATIWES SITNM 100 YEAR IGHT C WN OR LDCATEIN AREAS SUBJECT R1 FL000INB SHALL WAN: MATFRMOT FRAME & COVER M NUT NX " s/8-11 IN COWERS CONSIDERED. SHADESIGN B Fl XSD TOAFRAMES MINWRS LOOCIUNG UEuR ASSEMBLY. PARTY DD981aae 3/4 CIA OF LARGEST PIPE IN MANHOLE TMaMIN. 12" MIN. CAST -IN PLACE TYPICAL WATERTIGHT ylORrj PIATI ODUJIG 1IMM 3,000 PSI CONCRETE BASE i LOCK LUG ASSEMBLY MANHOLE FRAME &COVER 8" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIO SHE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE „„„„„„„„ „ „ I....t....... ...............tIII ,t, i„III,.............I..,....... , , ,,,,,,....„...„ NOTES; 1 TD-32 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 EA INLETS, OUTLETS TO BE SLED & 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" ' ^ UJ 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 JOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47036 NTS N.T.S FIG. S-1-121 FIG. S-1-Al SHEET NO. CIA m-29 TD-26 L 'E LEGEND � \ LEGEND REMOVE EXISTING VEGETATION STEEP SLOPES -MANAGED STEEP SLOPES -PRESERVED MILL&OVERLAY v EXISTING INTERMEDIATE CONTOUR Asa EXISTING INDEX CONTOUR o i'i \\ I1/'�\\� l� \\\\ _-------'/ EXISTING EDGE OF PAVEMENT _ — EX. EP— — �/ \// , \ EXISTING CURB AND GUTTER _ _ EX. 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GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=100' T 66 O \ V $ i U Q J O < 0- -I V Z w U) co Q J J T Q ^^ LL 0- Vu O �: J V l O < - Lu CL O 0 O O O U) JOB NO. 47036 SHEET NO. C2.2 c a z 9 c 8 n P n c w IQ = m c w t m > CL 0 d t 3 c a a° n0 . in z 20 o 2 c 2 pm C 0 0 , 0. 11 0 Oc tr d O 3 Z m C) me � 9 >o L ° LE Q § n d .Z Y m c 0.0 t 3 Iv c W 12 0 E ao U 06 a c �v 10 'a 0 N CO N N U c 2 N c ° C , N n m 0 U 1- 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 E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION 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. T WI SPILLWAY CREST OF EMERGENCY YWITHOUT SPILLWAY Drainage Area (acres) 3.51 DESIGN HIGH WATER Basin Volumes: (25-VR. STORM M-E ) Elevation (ft) Contour Area (so Volume (cy) Ds. 438 1415 -- -- MIN 1.0' 441 2881 238.7 RISER CREST DR/ STORAGE DEWATERING 442 3421 116.7 DEVICE: 444 4575 296.1 wE STORAGE Wet Storage Wet Storage Required (cy) (67*13A) 235.2 Dewatering Orifice Elevation (ft) 441.0 Wet Storage Provided at this Elevation (cy) 238.7 Available Volume Before Cleanout (cy) (34*DA 119.3 Cleanout Elevation (ft) 440.00 Distance from Cleanout to Orifice (ft) (> 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 Calc. Book) C (Use 0.45 for Bare Earth) 0.45 T_c (min) 5 1 Tyr 3.69 Qp 2yr 5.8 125yr 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 (ft) 440.00 SEDIMENT CLEANOUT POINT (• STORAGE TO 34 C.YARLACED 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: 21 Baffles: No Length of Flow, L (ft) 135 Effective Width, We (ft) 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: IS Jiment Trap #1 design Iage area (acres) (<3) volumes: elevation (ft) 477 478 479 48 481 482 storage 1.28 CREST OF STONE WEIR area (so volume(cy) CROU " � 523 696 22.6 DRY STORAGE 893 29.4 1113 37.1 1357 45.7 WET STORAGE 1625 55.2 (DfJ) 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 Ie of wet storage sides 2:1 storage storage required (cy) (67*DA) 85.8 3t of stone weir 482.0 storage provided at this elevation (cy) 101.0 )e of dry storage sides 21 V VARDRI£ YAA..0'. L' MAx. \ 1 1 FILTER CLOTR ORIGINAL GRWNC ELN COARSE AGGREGATE CLASS I RIPRAP ""coarse aggregate shall be VDOT#3, #357 of#5 weir length (ft) (6xDA) 7.7 bottom of trap elevation (ft) 477 bottom trap dimensions: 26'X22' 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 (sf) volume(cy) 424 957 426 1506 91.2 427.25 1900 7&8 428 2155 56.3 429.25 2518 108.2 334.6 wet storage wet storage required (cy) (67*DA) 161.5 bottom of stone weir (ft) 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 ORDINAL CREST OF STONE WEIR GROUND \ ELN. -SEE PLATE 3,13-1 DRY STORAGE WET STORAGE (D CAMTED) ,' VARIABLE 1.0. vWavelF MAIL FILTER CLOTH \ OPoGINAL c ELM. nLv. COARSE AGGK"TE� CLASS I RPRAP **coarse aggregate shall be VDOT #3, #357 of #5 weir length (ft) (6xDA) 14.5 bottom of trap elevation (ft) 424 bottom trap dimensions: 46'x2T top of dam elevation (ft) 430.3 top width of dam (ft) 4.5 top trap dimensions 74503' ST 3.14 ST 3.13 SEDIMENT BASIN 1 SEDIMENT TRAP 2 No Scale No Scale yan D. Cichocki Lie. No. 53741 Y*% ^� E 0 o N � N C > E w a E EU U w LL 3 <tj 3 p LL 0 wO `6 ^H [L W L M <� J U 00 W J -N 5: rn LU d N 0W W � 30'x LL = > N Fv¢� c L^ E O1 N L. M a� o w Lo F- Lm Lu 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY 8. CICHOCKI SCALE N.A. 1� 11� 06 U) 0 1 Q T� w 06 LLI U OQ ° J' m w _1O w co r-I Q O LL W 0 F_ Z Z 0 LLI O U ^2 I..f_ W 0 06 O z O° = LU D �O V/ JOB NO. 47036 SHEET NO. C3.0 0 m 3 d D v'o o o no �z �o o 2 A - a �N L a0 0 3 En z„ 0 2 a 2 O LS a dm 2 Y X d. dh m = R, 8 E `o dM o �a 10 a 0 o 2 ur� o a N 0 u 0 nE c E L PIPE OUTLET CONDITIONS 70' MIN. 5:1 EXISTING (((NTH AYH A 3• PAVEMENT D. Cichocki t-a A A - - - FILTER 5" M A MOUNTABLE BERM U Lie. No. 53741 County of Albemarle CLOTH (OPTIONAL) SIDE ELEVATION .gyp, Vit/q +Ft Conservation Plan Checklist - To be placed on Landscape Plans 0 II .cations) (Handbook, pp 111-284-111-297 for complete specifications) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO EXISTING GROUND 3do do TRENCH UPSLOPE ALONG THE LINE OF THE POSTS.` 1. The followine items shall be shown on the Plan: ® Trees to be saved; PIPE OUTLET TO FLAT POSTS. �1 Irk ��p 6 70' MIN. WASHRACK T 10' MIN. ® Limits of clearing (outside dripline of trees to be saved); f l'� j MAX B OPTIONAL 1 ® Location and type of protective fencing; ® AREA WITH NO DEFINED CHANNEL % i �/// / 10 r.t E rn ° Grade changes requiring tree wells or walls; ® PLAN VIEW - _tl� 1 �F 12'MIN.* MIN. PAVEM NT CNI Proposed trenching or tunneling beyond the limits of clearing. / Q O 2. Marklngs: ® All trees to sh saved shall be marked with print or ribbon at a height clearly visible to equipment operators. _ / FLO/ - III-IIiII- _ _ 1= h' VDOT#1 COARSE AGGREGATE B POSITIVE 110'MIN. DRAINAGE TO L > E w ai E - - *MUST H W > 3 ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. La - m _- "- - EXTEND FULL WIDTH OF SEDIMENT � U w 3 U 4" INGRESS AND EGRESS OPERATION TRAPPING DEVICE Q o 3 3. Pre -Construction Conference: 63 7 PLAN VIEW LL - W O L M Tree preservation and protection measures shall be reviewed with the contractor on site. Q /° 4. Equipment Operation and Storage: T a 1 12' MIN. -1 00 J a z RI 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. > N M Lu a obesaved. SECTION A -A FILTER KEY IN 6"-s"; RECOMMENDED THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. THE TRENCH. 3"MIN. z i U � 5. Soil Erosion and Stormwater Detention Devices: ® CLOTH FOR ENTIRE PERIMETER FILTER CLOTH SECTION A -A x U ai Q w Such devices shall not adversely affect trees to be saved. a ? p 6. Fires: ® Fires feet > I j _"•'9. j/ c = U u5 O_ W W are not permitted within 100 of the dripline of trees to be saved. A i-- _ I ^`�. / 5 7 ~ e t^ 7. Toxic Materials: ® Toxic be feet �i� ]!]r / ' j"�' IIIIII: FLOW M w O O materials shall not stored within 100 of the dripline of bees to be saved. 3do MIN. A (MIN.) / / I , �II a 8. Protective Fencing: - JffTIII- II IIL.IIII�' 00 ® 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 roved b a Count Inspector prior to approved y y p grading or construction. SECTION B-B 9. Tree Wells: PIPE OUTLET TO WELL DEFINED U 2 W tl W 0- ® 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 0 l W h W I` PLAN VIEW = 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 o 0 O O STONE CONSTRUCTION ENTRANCE submitted for approval. F No Scale 11. Trenching and Tunneling: La 1=I=III _WIR_E-I �' -III=III=III -III- = ry N N ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling =III= -� -� -� �'-• W LU N ry ry under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. M a N ry 12. Cleanup: 0 % ~ Q ti ® Protective fencing shall be the last items removed during the final cleanup. - d Z O DATE 13. Damaged Trees: la Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by atree specialist. SECTION A -A FILTER GRAVEL CURB INLET SEDIMENT FILTER in > KEY IN 6"-9"; RECOMMENDED 1/1$/2021 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 No Scale / a�_ NOTES: 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"QUICK 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. REFERENCE FOR ALL REGIONS" \ / / • C. GAYNER CONTRACT PURCHASER SIGNATURE (DATE) 5/I/06 Page I of 1 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 • OUTLET PROTECTION (SECALE CEREALE) No Scale 4s • FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) IT El El El El El 1:1 1L, qL01El MAY 1 - AUG. 31 GERMAN MILLET 50 SEDIMENT) I I I I I El 1-I �I 1-I (SETARIA ITALICA) CONCRETE'"' GUTTER M �J COMPACTED SOIL CWD TO HAVE VDOT CURB INLET 12 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION 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 FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, 18" MIN. SIDE GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL GREATER CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE � t FLOW 1 LWil I'Mil111Lilifflil lL1L 111L SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PENDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO OR DAMAGE TO ADJACENT STRUCTURES AND \ T Q LU W Q No Scale FENCE AS A TREE PROTECTION FENCE. - UNPROTECTED AREAS. V • TP NO SCALE 3 38 4.5' MIN. TABLE 3.32-C IP 3.07- 6 06 DD CWD 3.09-, SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA w H TREE PROTECTION STORMWATER INLET PROTECTION No Scale TOTAL LBS. PER ACRE MINIMUM CARE LAWN No Scale Ice O Q Z TEMPORARY DIVERSION DIKE Q No Scale COMMERCIAL OR RESIDENTIAL 200-250 LBS. > J KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% ` 70' Mi IN. IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% SILT FENCE DROP INLET PROTECTION O CIC ccNSTRUTRurlo0 SILT FENCE CULVERT INLET PROTECTION ACCF55 3" su-2n nsaHALT '01 roLRsf txlsING HIGH -MAINTENANCE LAWN 2 X 4" WOOD DROP INLET WITH GRATE � <FRAME m Z ENDWALL % ,� PAVFMFNT MINIMUM OF THREE (3) UP TO FIVE (5) P -1 O --_1 1 VARIETIES OF BLUEGRASS FROM FRAME TI Q TOE OF AS APPROVED LIST FOR USE IN VIRGINIA. 125 LBS. ppd . MAX - �~ p U FILL CULVERT e MiN z1AAcch AI NASL ''' 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 rC M-N. SEASONAL NURSE CROP " 20 LBS. �^ STONE :;oNSI-tUCnoN ��rr1,�� ASPIIALT PAvLD ACCESS I v WASH RACK 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) �- EXCESS -� ^ AT U U CORNERS Q I ^^ W TOE OF KENTUCKY 31 FESCUE 108 LBS. PERSPECTIVE VIEWS I..L FILL EXIST NO i RED TOP GRASS 2 LBS. U) SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD z% z� PnvFVFvr z to N , _ t ` SEASONAL NURSE CROP " 20 LBS. CROWNVETCH "` 20 LBS. 150 LBS. I Q O 06 Z FLOW EMBANKMENT I ITVf DRA.INAGf "NUS" EXTLNJ FLL W'DTH -TO STAKE ��__ O OF INGRESS AIN, ECREss To sE-�IVEvr ` FABRIC "OPTIONAL STONE COMBINATION Tan=PING c vlcr OPERATION PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL 1 TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND MIN. 1 PLAN EROSION RESISTANCE FOR SEEDBED. - " USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES ° ° , w N NAINAGE E AS STATED BELOW: DETAIL A FLOW 2.5' TO SEDIVEVT TO _ IRA -PING u_wct "T` '' - _'' ' -- = MARCH, APRIL THROUGH MAY 15TH .............................. ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH......................... FOXTAIL MILLET ELEVATION OF STAKE AND FABRIC ORIENTATION 7!� 7FILT[�-� AUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYE O 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 uluiltulull water tap of 1 inch 11111st be installed with a m¢nirmun 1 inch ballcock MUST BE PROPERLY INOCULATED. WEEPING LLVEGRASS MAY ALSO BE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE IS EXPECTED o S shutofftansesitre. v>_ awagehoseWith. channeter 0lieeliforadequate 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. 106 NE. ,f1._ coustmU presslu�e. tiVash water unlst be carried away from the euhauce to all WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. CAP 3.08-1 O O approved oiin la area h reesov-e sedanent. All sectnueut shall be prevernted from O CE euterirna srornn chnans, retches or watercourses. 3.02 PS 3.32 O O IP 3.07-1 O O 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 I No Scale No Scale L EROSION CONTROL LEGEND RUN i' ""B// U/F/I F/ER LIMITS OF CLEARING AND GRADING UGP SOIL TYPE BOUNDARY /l '/'// ''///Ii/_I �1 ' '/ i //\'♦ 1/_ // \r// a—�I//'/l// / / / �/ r//' /// , \_ _//'// /_, —/I1III //1/ 1// / _ �\—/ — ///_�\ \////'/ _ /'_/\\'— —` \ / / /\ \'' III /I /I //' I/ // ___\// /i/�`^— 'T \\ \\ \\_l '> \ \ /\ \/\/\_ ' \\'\/ \\\ \ /\ \ \\/\\f/\\ \ \\\• — _i\ \_ \--\/ , \ —/ \\1\/ _/ — \\/ /\_d \15- �/ /\ /\ o\ ._/' /\\°em/�/\/.\\ \ s/ ./\ / \ \ i/9\ .\ \1—I°_\ I I \ \ \/_ \\/\' f\/lI' \I — / \\ /\— \\ /I_ / \\\' I ///_'\ /' \o\ \ \tl/ \ II I \I I\ \/— \\\ — \_\_ I\\ / _ '\ H\I\/ / \P/// //\— / _ / �1\ I 1 \_r \ /�\\j\\ _ I \\/�\I �\i \\//\ \\ \ I --/\ \ \\—\—,/—\ \ \'/ \•\'/' i\ \\ \ � —/ \I ✓I \\— I \ \\f\\ / \\—//\—// \ r\\// /\—\'\ \\l /\\_\\\ \/\\ / /I I�\\\ \/ I/I\ _II/\ /\ G_P \ -\ 7l•voco�i•bFQ�v�Fa •MvLLvrvJ33 THD. C1C�p_TJOO,�Ql,F + OC GP OI1 CONSTRUCTION ENTRANCE 3.02 lie. No. 53741TP SOIL,TYPE: �CHP—j OHOP OF1/41/l c iSILT FENCE 3.05 I 86B D OHP OHp— ONAL INLET PROTECTION 3.07 100� \I / '/�, TP °, UNDISTdRBED PRESERVED TREES CULVERT INLET PROTECTION 3.08 C® _ , / DIVERSION DIKE 3.09 / L - - - - — c EX24/HDPEAPP70X L0 / E%—vTP SEDIMENT TRAP 3.13 o / 2.41 AC DRAINAGE - `OTAL STORAGE REQUIRD: 32di v w41w° 0 o TOTALSTORAGE ROVIDED:334-6Y LL o 30P OF TRAP,-- SQILTO— WSEDIMENT BASIN 3.14 to 0LL / oNOl OUTLET PROTECTION 3.18 or o O / If O o FE�AEFFECTIVE SB I- Wo, mTEMPORARY SEEDING 3.31 ZONEA 3 O x 0 0 o a RZOODPLA/N wzPERMANENT SEEDING 3.32 0 ♦ �� O2 WfhvUI` l.� J cUOW \ >MULCHING 3.35 / OO Ta TREE PROTECTION 3.38 ,/00 SF DUST CONTROL 3.39 / oVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER UNOCR REV/Eo QW , _ 0411 /° 0", 0 rN r Lu 0 DD \ _ / Q0/ / / I rl /JtEEP MANAGED O o DATE Lu ° SLOPES o o DD (TYPICAL 1182n0 2. 1O° DRAWN BY o /° o / 40 ° > C.GAYNECCQO�OR o o DESIGNED BY IL Pe. /° ° ' / C. GAYNER ° CHECKED BY / 100, B. CICHOCKI OC/0 4,/// X0 SCALED / / / O O 11 o /° °/ TS DC o,o /CL M 10� SF ° 428.50WASH RACK & TRAP / 43.50'_ BW 31bo' LL /DRAINAGE DIVIDE O Z (TYP.) L u z Bo TS DC Q u Lu 0/Of I TW 0 27.7� - - - - - -- \ I 06 �28.10'\ 426Z \424.1U / ) IZ601' BW No„ 4 4.83'\ SOIL TYPES O; °/ \ I JOB NO. 1 / � � � � P / - ' � 47036 'SCALE I"=20' \/ SHEET NO. KEY PLAN 0' ,-40' C3.2 L / ---\--- \�---- TH OF 3b" CMP W/END SEC�-ION \ \ I I \ 1 \ \ \ \ l \ \ INV (IN)=442-15 D. C1C110C1ZZ lie. No.53741 / \ - — — — — — — — — \ \ \ \ \ \ \ ------------- >— q \— \ I P ------ — GP CIP _ — _ —\ I .\ —\\ --�\—I---�: --r Np,O 0 ' _LIMITS OF / \ — / , I \ I \gsGti DISTURBANC&= — ' GP j / / ' — ' / ' / ' / SCALE 1"=20' IONAL G97-CRES OP —'UGP O0 20' 40' OHP — 7-7 B fib p— l - - E KEY PLAN—_ot�pl�0 — OH9 N o UNDISTd3R EB D PRESERVED TREES / / H / —' ' _r / / / ' / / / / /' , ' ' / _ / — — _ _ _ — ' ' / TELE M&LT // / ' > E SOON SNOW E ' ,TP Lu Pl AL) / v w 3 OLL Lu TP MaWdi SQIL'TYPE,, / _ _ — \\\\\�/ % \\II // / // /'/ // // / /'/ // '/ '/ / '// '/ ''/ /'� '/ 'i/ ,''� /' / zF„� U 'Lu\ / \ \, 1/ / / / / / / ' / ' / / / / x U) �D D7� 27a Z SIBI —��' I / / DID// // / /' ,' �,/ / /'/ '/ '/cn / wM Lu UU 00 IL7 ___-- DD_SEDIMENT BASIN#1 /// / I // /'/ / /'/ '/ �/ / '�'/ / �'/ /'/ '// '// / / / /'// / �~ 00 ' — — 3.51 AC DRAINAGE AREA TOTAL STORAGE REQUIRED: 470.4 CY / l 1 / I TOTAL STORAGE PROVIDED: 534.8 CY TOP OF DAM ELEVATION: 447.0 /' ,/W W / /' N N 11 I gDC U N \ 04 Ztif\O� _ \ / / , / / / / / , ' / / ' � DATE tf 111812021 DRAWN BY DID -- ------ _ \, / � / I I I I I / I / I � GGAYNER DESIGNED BY C. GAYNER / I • CHECKED BY Rim1 B. CICHOCKI _ 1 1 \ I \ \ \ \ \ \ I I I I I / / / • • SCALE \�\ \\ \\�� \ \\� �\�� \� \ � -- - \ / ) 1 1 \ \ \ \ \ \ \ \ 1 I I I I I I I I ' // // • N.A. \-- -- - - - -- \ 1 \ \ I \ I - - - - - _ - _ - 1 1 \ \ \ \ \ \ \ \ I / /' \ \ \ 1 J 501 TYPECL 06 : 27B Lu IP > 0 -- QL EROSION CONTROL LEGEND \\ \\ — — \ \ \ \ \ \\ \ _ _ /' /,' , — \ \ `\ \\ \\ \\ \ < Z LIMITS OF CLEARING AND GRADING - \\ \\ / " _ \ \ \ \ \ \ — / \ \ \ \ \ \ — _ / ' / / \\ \ \ \ \ \ \ \ \ \ \ \ co U I, - SOIL TYPE BOUNDARY , , — — — \ \ \ _ ` _ Lu LL Z LU CE CONSTRUCTION ENTRANCE 3.02 \ \ — \ \ _ _ \ \ \ — z C SF �c X SILT FENCE 3.05 \ I / — _ _ — _ , . — _ — — _ — — — — — U Q uj IP O INLET PROTECTION 3.07 y_ �\ \ \ \\ I — — —' \ ` \ /. — _ — _ — _ — U,��)( CIP ® CULVERT INLET PROTECTION 3.08 \\ \\ \' \ \ I / / \ \ — — ' ' — — — _ _ _ \ — — — _ a _ y — . — Q 06 \ \ ' IP \ — — ---- L DD DIVERSION DIKE 3.09 \ 1\ \ \ ° .. °. a \ \ w / / \ \ \ / / — — O O ST SEDIMENT TRAP 3.13 \ \ \ \ ` ° .\ ' \ \ / / I _ \ \ \ P POSED 61' V TRIW SB SEDIMENT BASIN 3.14 \ \ \ \ \ \ \ \ \ \ , _ _ LLl OP OUTLET PROTECTION 3.18 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 TP Ta TREE PROTECTION 3.38 \ \�\ \ \\ \ \ \\' ' \JOB NO. \, _ 47036 DUST CONTROL 3.39 DC \ \ \ 11 I 11 I — / li \ \ \ 1\ I 11 I I 1 I / I I I / / SHEET NO. * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER GT 1 I 11 ' \ 1\ // II I I I / ' I \ ,,,� ,� — — — / / /' / C3.3 L I I / / I I I I I I I I I I I I / I / I I 1 I I 1 I ------------ r------------ A ----------- I----------------------------------I---------------I-------------- i- ---- 1 1 I I I I, EROSION CONTROL LEGEND 1---------- t--------t---------- I --------I-------- r--------�-------- I 1 1 I ' I I 1 1 \ I I * �; "y'(v1H 0 ` --------tl---------------------\------------11------------1---------1- {--------- \-- , II r-----------I- II ; I II ` \ I I I \ _ I \ ---- ]♦ LIMITS OF CLEARING AND GRADING -------\--------- \--- I ------ 1---------- �--- \ `I-- 1 \ 11 \\ \ x 1 \ t - - - - -1 - - - t---------- - r--------- ------------ a - - - Y 1 I 1 1 1 \ \ `\-G-I I I SOIL TYPE BOUNDARY - l- - - \ \ 1 1 t---------- \ \ D. Cichocki Z CONSTRUCTION ENTRANCE 3.02 Lie. No. 5371, SF X X SILT FENCE 3.05 / - - - IONAL ` , \ \ \ \ `\ \\ \ \\ EP \ \ — \ \ -------------- ------ 1 \ ---�-- - \---------------------------- \ \ \ \ \---------------�--------- \ \ \ / IP INLET PROTECTION 3.07 pia I = OH jl — SOH — — -_� �1QHT _' / / / \` \ \ \ \ \ \ \ \ \ , ---t I — r - - _ - `\ \ T \ `— - - \ \ c — —\ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / a� \ ` CIP ® CULVERT INLET PROTECTION 3.08 rn E �=0_H / —Otis =�/� / —OUT--- E — �p_ _ _ _ = J / /I GP \ \ - \ \/ ` \ 1 1 1 / / \ DD DIVERSION DIKE 3.09 > E _ w - OHF— GP ST 3.13 > - - _ / 1 SEDIMENT TRAP v 3 mm� m—i-P30ml— `, C _ -` ` - - _ SB SEDIMENT BASIN 3.14 0 O m -iri O / / / _ _ _ - _ _ - < HP �/ r OP ® OUTLET PROTECTION 3.18 � j o rn / o T / DD Wry4 a- zi TEMPORARY SEEDING 3.31 30�x vui PERMANENT SEEDING 3.32 = v - O W W DD / O.FI-ECECTR/C TELE & TV / \ O o �o, ,-�/ // // \� / MU MULCHING 3.35 w w UU LINES / /dH / Q' 00 66 TP TREE PROTECTION 3.38 O O UFO DC DUST CONTROL 3.39 U U ST1 r SEDIMENT TJRAP-r / 1.2�LAC-MAINAGE AREA / / ' / / H 2 U) cn / _ ° * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 0 g W W _ / r 'TOTAL STORAGE REQUIRED: 171,5 CY , / / / a h h TOTAL STORAGE PROVIDED:A�0.1 Cy / / / _ - / / �] / 0 0 0 DD /r /// / / / TOP OF TRAP=483 /' / / //' / // c'// / pHa� ///T 0 d / > j > pN N O O / SOIL TYPE: _ / '/ z �, TS DC / // / / /. /. / / / ^/%[� / / // / // , / / / / O DATE L/ U/ ' /' > 111812021 O DRAWN BY C.GAYNER DESIGNED BY DD C. GAYNER / I I I Y / b> / / / / / / / / / / ' / / / / / / / • CHECKED BY / I � I I I �. / / / / / I ' � / / � ' � / / / / / a' r ' / / • B. CICHOCKI ! / I I I I I // /_ // // / / I // // /r I .l l /' / / • • SCALE N.A. r ,. I I\ I d I I / / • l�l CL 06 \ I ' \ \ \ rl u^i a_ TRAP @ WASH RACK \ `\ 1 I • I \\ J \ \ \ I 1 1 / // / / I \\ \\ \ \ \ -i LLJ LL V ` CE I ,/ c / I O Z ui ULu 0 --- --- - -- - -----i logo _ / / / I 1 I 1 \ \ l _ _ _ /\ � H��I2�N I P RO � - - POSED 61' V OT RIW I — - ISBNOWN �::::ee 11 ,O V / O q�3 JOB NO. NP 47036 SCALE 1"=20' rm SHEET NO. 0 20' 40' C3.4 L RUN / \ ` \ / ' / /' /� 1 ■ / I ----I-------- / EROSION CONTROL LEGEND °� ` I 1 \ / , / / / / i/ \ ■ / — — — _ _ — +— — —� — — , ,' - / / — 0 * / , io ' IWO BUFFER I\ \\ �� \ / I /'/ //' /// \ ' `\ ■(l / I /' / / rH F LIMITS OF CLEARING AND GRADING o I \\\ �-s ■ GP P SOIL TYPE BOUNDARY I - ' IcS° /l /I \ /� ` i / / / \\ \ 11 ' ' !� i / / '/ : / / i GP j— TP U- D. C1CIlOC10 CE CONSTRUCTION ENTRANCE 3.02 I // / , / /' `� \> / / �I / �' / ' ' , ■ / / ' ' vvp, lice. No. 53741 SF �'c iF SILT FENCE 3.05 I , I / / / / 11 ,' / I d / -y'OH/ /-�-� OHP-� OHS — FD L OHP— — / i / ®/SSIONALG IP ® INLET PROTECTION 3.07 I / \ / / / / \/ \ /' / /' / / ' / ' TP / / / p° / / ' / `\ \ ,'� �� UNDISTURBED PRESERVE TREES H>FLECTRCTELE. TV CIP ® CULVERT INLET PROTECTION 3.08 I , 0 / / ' / CIP \ ' / ' ' ' ' ' / ' ' ' ' / ' - ' ' _ - LINES _ - ' - / / 0/ / / ' N/ E / // ♦ , / DD DIVERSION DIKE 3.09 I , I /' ,'____ / L---- _-- �P // /I♦ /'' ''� / / //'' - ///'' _ - - - ¢ o I I EX24/'HOPEAPPF70XLOC (�y� -� / / ♦ ' SEDIMENT TRAP 3.13 �o Io $ / // / // / / / / i' /\ \ \ \ \ ♦♦\♦ \ / / / /' ' d1 _ - ~ v w 3 SB LL SEDIMENT BASIN 3.14 �0 °/ r oo,T / ,r' / / r/, / ////// /, /��/ //// / /,' //// '//r/ //' '�r r//// ' //,/ '' /,r' //' ,/'///�/ ♦ PSS'rF /MU// '/' '-/I/ ♦- 'I --\ \\// J/ / �/ \� '\r ' . ,(,/'\ ,a /\\�/ \ \ _ \ \IP/ \ \ \��\� `A - .\\ ID1P-\. DP\ \ \p\ \a\Lu -- - A =0vi0=F n oo mavi ,Nw� O OUTLET PROTECTION 3.18 0l 4 > ° , o / EFFECTIVE v uo TEMPORARY SEEDING 3.31 ° O'ONEA ° I> 0w p o RLOODPLAIN PERMANENT SEEDING 3.32 ° �No 0 NtinWoIWQn 0trnW o o W ♦ ° wMULCHING 3.35 OO o / Ta TREE PROTECTION 3.38 \ o 2 / o DUST CONTROL 3.39 ui "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER O UNDCRREV/E0/'0 /ap oda, o p /DISTAN o'/°/oEASEM ° d300 Lu _/ Lu °*/ ON/ Ufw oel o / ¢ o o o 0MANAGED p o ' DATE 0 STEEP T' E/// EI / rP /00S,\ // �L// /L/OP//Ei/S ° °r'I�/// / ,\/ /' / r, //1/ 11/\/ / /r r�m�`/ ///'' // , / //SO\C1 ///P �\/ / ///I \ 1 a//�///'/I /� 1/P'/1 SA/r//_/ rM/�/ IU ' ///\/r� r/I /P / , ,/ r'/I1 ,/// 1/ v'/ I1 //1l // / /r, '////I/ rr,,r �r/� ,/'r I '/ ,//'r/ ' /// /II ' 1/ / / r/r/ /, I , //•/lr' /a/// /,/'//, ,/ I'I ' ' /// aS'°/// ,/, 'l '3/r' / ' Id/5// IP/ / OPI / "�R1 i/' _- -_, -.C- d- -- _ --,J--\ /- C_� - \2/5' .'-:;':\j..''ly\\;;. \�\\�\\•\\ \/\ `, \\\ \\ i\\ce\/3,\�/ 4/,/\- \/_' ` , /' \ \ //, \I \/' \/ I/ �/ / II y/ / I� -\ AR�II// S \ q\ � •• •• • TJJrQ 1 1lI 8 20 (TYPIC 21ALIf o o,Oo ° W DRAWN BY / o 50 C.GAYNEQQRp ° DESIGNED BY o C. GAYNERA o �CHECKED BY °//o/ I00 o Q( \ B. CICHOCK 3'R D0pSCALE 452 oopd' 0 TIP CL 06 pw oo ' /o Z PAVES CONSION ENTRNCE W JLu Lu 25' C)Lu ) p06 I / RRv ��• \ 1 1 11 11 \ \ ` \` \\ \ \\\ \\ \\ \ \ \ 1 1 ' it I I I � / \ // '/ �� -------_ / � �1` 11 I I I I / \ - - - - - \ \ - - - //� / PO So - / GGT JOB No. IP L _ SCALE 1"-20' \ SHEET NO. KEY PLAN 0' ,,'40' C3.5 \ \ \ \ L OLD LYNCHBURG F40AD o ST4 fE ROUTE 6 1 R �TH OF %l / 1 \ \ EP ' / _ / /—' (VARYING R/W WITH / \ W i i \\ \ \\ - 36" CMP W/END SEC�-ION \ I I \ \ \ \ l f INV. (IN)=442\15 \ \ I I I\ 11 \ \ ` \ \ \ \ \ ` \ \ ` \ \ \ ` \ D. Cichocki Lie. No. 53741 \I I UGF TP GP GP _ - _ - I \ — T — — NP DLIMITSGF— ti - -DISTURBANCE = / \ _ / / GP / / / ' - ' '\ / ' / SCALE 1"=20' SSIONAL� ! / - 7.95 ACR}S \ i / G` UGP -- , — � —O {�---OHP \ — ` 1 —// // '/ ''— P� / '— i / UGe — '\ 0 20' 40' / r OP / / / KEY PLAN l = --ori� o / — o i - / ' TP / / / ,' _ TELE b�ULT /i ¢ o UN�STRBED PRESERVED TREES ' ' HfLECTRCTELE. TV - - ' > E (TYPI ' / i — / / Lu w 3 / ' PS MU /'/ �,� / ,--- PS MU �oL� 447 !Lu �dl44450 / / / 4n7 458 �(59 qg qg1 462 q63 64 '/ / / / / / / / hi / /4, ' / / / / /' / / o O / / 452 ,5 / ' Z f Lu _ t / / / / ' IP IP IP IP / a o a p ti �, / , ' i / / °ry > 00 , /� / , , ' , / / iu v m U U —FLORA VIEW DRIVE — PS MU / / , / // / R18' / / / / / / ,' / ' /R / vi o g w w R5' / / / /' / 9 /' / / I / /' / , IP -- ---- - — It / I N N IP i I i 1 I I I I o /I // b1 / / i // /,' ; DATE /� bl\ I / 111812021 . a.. \\ ---- --- — DRAWN BY \ \\ \ SAN S N _ _ -a / tL I GGAYNER -- -- �� i I I 11 II I I / I �W / 3' _ — �`\ �`` / I II 1 I I I I I /\ / 1 I I eJ. / DESIGNED BY - \\ Q / /' / • C. GAYNER 1 CHECKED BY I 1 1 I I I II I // LLI // //'.. M,/ a • � I / • B. CICHOCKI 04 1 1 I \I '\ \ / \ I I I I I 1 / / I / • • SCALE IP ID I / / I / • 1"=20' 47IL 06 I \ 1 \ 46 \ \\ \ \\ \ \ \\ \ \ \\ \ \ I _ g�kN \ \ \ \ \ °``"'fi:•. e.p • \ 1 W \ � \ S ET'SAYST EET I \ V, fff IP co > LL Lu EROSION CONTROL LEGEND - Ase ' ---- 41 \ \` \\ \\ \ ary < z LLJ LIMITS OF CLEARING AND GRADING - i9 Q (� - SOIL TYPE BOUNDARY 1\�O'9p \ / r ` ` ` ` ` \-\\ \ \ \ \ \ \\ \\ \ LL Z CE CONSTRUCTION ENTRANCE 3.02 \ \ \ I 1 — — — _ \ _ z C 0— SF �c X SILT FENCE 3.05 \ d' I ; / IP _ _ _ — _ ' 4 _ — _ _ _ — U Q \ \ IP INLET PROTECTION 3.07 y_ 1 \ 1 \ I r — — —' \ \ ` \ — — / — \ — — — _ _ — ^^ U) \ \ -I \ ` / 2 8 L.� �x CIP ® CULVERT INLET PROTECTION 3.08 \\ 11 \ \ \ (o ' \ ` \ \ ' _ _ Q 06 DD DIVERSION DIKE 3.09 ` \ \ \� IN /— \ P POSED 61' V ST SEDIMENT TRAP 3.13 � � RIW! Ow SB SEDIMENT BASIN 3.14 OOUTLET PROTECTION 3.18 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 I � � \1 \\ \\ \ 1 \ \ I 11 TP Ta TREE PROTECTION 3.38 JOB NO. \,`I 47036 DC DUST CONTROL 3.39 \ 1 111 I I / I I I I , — ' SHEET NO. * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER / �cT 1 \ \ \\ 11 I \1 I 11 II I II I II I / I I I / / / / — — _ — ' / /' / C3.6 I I / / I I I I I I I I I I I I I I I / I I 1 I I 1 I ------------- -----a----------- I----------------------------------I---------------I-------------- i- ---- I 1 1 1 I I I II EROSION CONTROL LEGEND I I I ' F---------1 \--------t---------- I --------I-------- -I-----------I ' I 1 1 \ I I * TH 0 --------t----------------F------f------------�------------I--------- - \--------- \ - I I i------- -- , \ I I I I I I I 1 \ I \ ----- LIMITS OF CLEARING AND GRADING - �f - \ \---------- \--- I----------------�----------- \t-----------�-- 1 I , I I I I I I 1 I I I I I 1 \ \ \ C \ l\ _---------- t-------------------------------------------- 1 ' I 1 \ SOIL TYPE BOUNDARY r - I - - - \ ----------- ------------I----------- -1 1 1 \ \ `\ D. Cichocld � \------------\------- CONSTRUCTION ENTRANCE 3.02 lie. No. 53741 � OLD LYNCHBURG ROAD`\ `\ \\ \\ I\ \\\ \\ \\ \\ \ \\ I\ \ 1 \\STATE ROUTE631 \\ \ \\ 1\ \\ 1\ \\ \ \ \ \ `\ \� `\X X SILT FENCE 3.05 \ ` I \ (VARYING R/W WIDTH \ � ` \ \ - - ----------� 1 ------------------- - ------ `------- '---------------------- -- \ \ ` \ \ \ EP - \ \\ \\ \ \ \ \ \ o ssIONAL \ -\ \ \ --------------- \ \ \ \ \ \ \ t \ 1 -------------------------------------------- ` IP INLET PROTECTION 3.07 T\ \ \ \ \ \ — — � — — T — � — � _ — \ \ � � \ \ \ \ \ \ � \ _—_ —_ � \ \ � � \ � � \ \ \ - \ \ - - \ , \ \ \ \ \ \ \ CIP ® CULVERT INLET PROTECTION 3.08 M \ \ \ \ \ \ \� -/ —=�OHT---� �' / , 1 �� ` T' \ ` T—\-----� _ \ \\ -� \ \ u 'n/k\\j(`/,I 7�' /W/0 /'/P/\�/ / / \ /11\\ A /\i '\\/' •\ \/`a // /\// t/ \ \ /1l\ \/ I / r3/`—'N////R\/a\//I\/ \ I I ///I\/ 0 ' \,/� \�\ ° ////—' \/ - \\ // 'I l \ I , /-\ I /I1 _\ LIII /`/,/ IIIIIIIII \\ II/ I` I/ \I \ \/, n,\\�\/ \I `\/ / \ 4///`\'6 \ / v/,_ , I / II�\_'T �/\\ /\/�//`//' / ''° /, °/` ° /'I\ \ I 'I \I /\/// '\ \_ / \' \ /\I� / I\/ (z' n\ =\`// I/ ®\' /\/\ `\' /\\ \4/\7/I �I \ DIVERSION \ I/V,i ER�\S\/IO\\ IN I , \ DIKE _I-KE\ \/\ -\ '\3/\.09/OUT / Q- :wwZ�F• •O ixj}s •• vwm�w• tiwMHo J / 0H7OHP�GP E / GP SEDIMENT TRAP 3.13 v4ULT T_ bSEDIMENT BASIN 3.14 LL - / OUTLET PROTECTION 3.18 F. o N3- PS Mu QH - wF d�.wTEMPORARY SEEDING 3.31 47 v=PERMANENT SEEDING 3.32 O1JTOOQv rq'W0>�Otir•\O OrN0W ui � NI P MULCHING 3.35 N w I P 0U /RTP TREE PROTECTION 3.3800 / I'll �� -FLdRA VIEW DRIVE / yT ' / UFO DUST CONTROL 3.39 '00 R18' om/ co aIn (In �5' i /� * VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOKSPECIFICATION NUMBER O tiutij R /O) IP PS MU / > O ti � NN DATE 1118120 1 21 DRAWN BY � C. GAYNER / DESIGNED BY N0) C. GAYNER CHECKED BY B. CICHOCK I SCALE 06 I� I 1�\v^ M y�IP R1\ R1 S R15' ilk S Za_PAVED Q Z Ld w O LL bib C82 wo -483 44 W Ile 0486 48 ULu ) N IP OR/W F7 I JOB NO. _ 47036 SCALE 1"=20' SHEET NO. KEY PLAN — — — 20' 40' C3.7 B/SCUI T RUN o CENTERLINE ioo—o� tO ° WPO BUFFER o 0 0 #O o, oI o, O 0 Z'O pN lot0 0o O 0 � to 0 0 / 0 0 /° O O 9 / / / ° a�° / 0 °, o FEMA EFFECTIVE o ° ° ZONEA // / o , 0 FLOODPLA/N / / / 0 0 c / 100YR FLOODPLA/N PER 00 , 0 0 / / / l MR CASE NO. 21-03-0029Po ° ° ° (UNDER REV/E149 , ° ° o/ / 0 ° 1 / ° o L / ° o ° FLOODPLA/N PER° , A ° ENO.21-03-00�P ° m / (UNDER REVIEW) , ° ° YPER o 0 ° LOMR CASE NO. 21-03- ° ° C�P19P ° (UNDER REVIEW) ° o ado / o ° , °''�r� ° / / OT SIGHTT / ° 0 ° 0 / DISTAN9�E 0 � / o , o / EASEML�IUT / 0 �* / • / �Opp ' 00 0° ° °00 ° /a�° // / /�'' /• / / o ° oMANAGED ° o STEEP SLOPES ° I°°° (TYPICAL)Alf oocfidl� 0 0 0 ° 0 0 0 0 �o 0 0 ,o !0 0 0 0� o o ° 0 ° ° ° / � / / SEWEF o°0 �d3a�'� / �oP / // /� EJECTOF ° roo 00 / C� 0� �� / / / / PUMF ° 0 °O �\�,� ° ° ° ° ° ° ° ado / / <<li�C�/ %" / /,/ ' ° CONDO #1 ° / / vQ -��/ / / / / (8 UNITS) �/ L ° LY po°d / 1.5" WATER 7 ° ° / METER \ 0 0 ° o / A/ / / // // / 4' X F CONCRETE PAD / ° °° °/ / / / � FOR (1) 16 DOOR / 0 0 a� / / / CLUSTER MAILBOX & (1) 12 DOOR CLUSTER MAILBOX. COORDINATE WITH USPS. ° o r�° / / / / / / X a1, O / , \ ■ — — — — — — — — — — — — — — — — — — — SH \ — ■ UGP GP �GP GP \ / / / / ■� --------- U ------------ ------ �D. C1C � IlOCId -�T� �(-------------- vp lie. No. 53741 9. �_OHP— — �� s�-----------�Fl� —OFP----OHP-- �— F •/iZ�L� 1 —OH O L — OHP— — OHP— / / _ — — — / \`SSIONALG� '0.� O.H ELECTRC TELE. TV -��10� LINES � E / / / / / .• / e _ .> i / / / J/ .•• / V N LL '5' / w0 `mti � v u O 6.25a z� 01� PEDESTRIAN a a. e5 e .Q a oQo u CONNECTION #1 — o000000 �' LL w m I QQOQQOQQOQ o ¢ o cn ♦(►° / O O o / / / / ��• / \\ 20' 4' X 5' CONCRETE I I QOQQQQO QO s N > O o PAD FOR (1) 16 DOOR I I ° QQQQQQ o a _J /� CLUSTER MAILBOX I o00000000000Q > 8 TH - 20, S SETBACK14 10 I N a 20' TYP. I 2 /��• '° '' \ ENITY S Cc. I T 8 OT 1 LOT 20 LOT 21 LOT 23 LOT 25 0 LOT 22 LOT 24 I 350 SF 1350 $F 1350 SF 1350 SF 1350 $F 1690 $F / / \ I 182 F 50 SF a o 102' 5' SETBA%/ I ~ •' I w NNN / / 18.5 CG-6 > w o N ry Lu 7-7 �/ / 3 I — — — — t Q CONDO(8 UNITS) \ 4:' `e/ \ R3 — — se.,a R3' 4 9® 18' zo n rn / \ I 'd/ ,d SAN N II DATE / "NON > .FIRETNKE' 3111812021 OLOT 72 SIGNS SA DRAWN BY 7020 $F ' — _ _ C. GAYNER 7 � G TE = R3 DESIGNED BY \ / :16' I \ "NO PARK H ZO'; • / C. GAYNER FIRE / 4 y \ SG J. • I 3 I I 1 8' CHECKED BY T'' / \ ° \ I : • B. CICHOCKI R3' \ \ 20' TYP. 22' 11 SCALE DIP • 1"=20' ACIL b' q yyf8:6' \ I LOT 12 LOT 14 LIIZ I / PAD 8 4' LOT 10 \ \ \' 2 94 SF T 11 1780 LOT 13 1619 SF LOT 1599 S 1 - CLUS • \ 1682 SF 1591 SF 177 $F 22-74 $F :\ i . OT 26 y5� 7 - -- ---- - ---- - I 1 / 4 W 6 / 21 a' - II O �d LOT 9 >" /• '• // 752 ST ARl 8" CLASS 53 a . � / tSAD N . . DUCTILE IRON • 5 TH - 22' R15' SIGH X P,).. WATERMAIN LOTS / 0 TE T 6^ ,5<SETBACK,\ O $F V 1 r MAX. 25' SETBACK U / / T L FFER / X 8 > �\ "NO PAR ING O / ly < H / \ F29A / / \ FIRE LAN :2 N v w J LOT 5 �• \ GNS 9' m j 1T 2190 SF FH a SAN 1—I ¢ �— Lu CZ ' / / /f• 18'' 8" DIP /LL ZZ\ 8„X STOP A,fdD Z T 25' \ \ \ Q OU D ROAD.NAME \ \ \ Q MANHOLE PROPOSED ' BLOW -OFF 10` : ; . �(iN (TYP.) \ 22' 1 UNDER SOUTHWOOD 8" CLASS 52 \ NOTES: ^ SSEMBLY \ L 1 4 e VILLAGE 1 DUCTILE IRON \ \ I..L } � 1. MAILBOX LOCATIONS TO BR COORDINATED 604 $F \ �P r \ \ \ WITH THE POST MASTER. � � a >° SDP202000048 �WATERMAIN \ / ; • S�TH _ 2P' \ z \ \ 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & Q 6" GV . • , \J MILL D OVERLAY \ EASEMENT PLAN FOR INFORMATION ON FHA LOT \ <I �P 8" WATER MAIN IN AC JANCE \ doe �\� PROPOSED UNDER PROPOSED EASEMENTS. O / 17.5' PRESCRIPTIVE 5' SE $ACK 16� $F 2 P SOUTHWOOD VDOT�SFD\ -2 \ \ \ fi� 3. ALL WATER/SEWER SERVICES CANNOT BE / 0 EASEMENT \ ` 20 / /T „�p�� VILLAGE 1 / \ \ / \ i ESTABLISHED IN BLOCKS 9-11 UNTIL THE O \ 13.82' (TYP.) ` \� SDP202000048 �� \ \ VILLAGE 1 INFRASTRUCTURE IS INSTALLED, / LOT2 ( d TESTED, AND ACCEPTED. 1640 $FC��Ih6 19.0 ° r NO PARKIN6�, o ° / 5.25' \ LOT 1/ SIGN 05�� 8"X8" T Q�Oj$& /J 1� IN IOR\ 2129 $F ��o � / LEGEND \ GARAGE ( ) 7 0 4 / / / CONCRETE SIDEWALK O � 1 7T / \ ' U) \ HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT — HEAVY DUTY ASPHALT — PO a3 JOB NO. 47036 / \ n a I CLASS B TYPE II TRAIL �r I SCALE 1"=20' SHEET NO. RUBBER I KEY PLAN o 20' 40' C4.0 L I I LEGEND _ — — OLD LYNCHBURG ROAD NOTES: STATE ROUTE 631 1. MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST CONCRETE SIDEWALK (VARYING R/W WIDTH w i MASTER. EP _ _ 30"CMP W/END SECTION I I I 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN HEAVY DUTY CONCRETE _ _ _ — I I FOR INFORMATION ON PROPOSED EASEMENTS. — — — — — — — — — — — INV.. (/N)=442.15' I I 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. — — HEAW DUTY ASPHALT RUBBER SCALE V=20' .'. 1 20,1 \ �•�1 -- • _ • • - — —i v - \ •` _ a wk� �� • • • h� �� • •- �► — �r`n>\\\\\\\\\\\\\\\\\\\\\\\ \��► \\\\\\\\ a_ �� l� ��, �� ■U. CC wo - - - - - ------------------ ---------`�♦'�. 00 WO SIGN mm "NO PARKING ■ r ♦ ♦ ♦ ♦�♦♦♦♦♦ �� - • - • I - ♦ ♦ ♦ ♦i♦� / / / /jjjSIGN - -6111 I . . PAD FOR (1) 16 DOOR ♦♦ems''♦♦ / — -- CLUSTER MAILBOX - LOT 64 • 1L3• ' 1 SF • O• , / / ' l�■ 1' " i� ! III■ �aCo7 'Col •' ' 1 ■!!�1 1 1 rj , / air .■■■ _ ,� : .�«;�, I<<o�� - �ill.�lC: milli -M 9 , I LOT 7■IIIII III® I ■��DATE �ii��■��rr� O O • 1 © c ■ DRAWN BY i 1 1 ,■ ■Illy Ills■ 1 1' ■■IC. GAYNER DESIGNED BY • ■�bS • Llol�� c ,,o 1 ■ ■Illli • �� CHECKED BY LOT 55 III■ 1 ■■I o - ' 1 1384 SF B. CICHOCKI 1485 SF • .SCALE SPACE 1L IT SF • �� ., ��. • , .. ■IIIII 434 SF . • ..:. - ■■ CLUSTER YAILBOX Sri •il IAio)1� �\ �e 111■ ■■I . , �. 1,,-ems= V � "" _ •- . -•■ -� SF 106 Bpi • — " ��.... '% ■ ■ ■ 'i� I I •Mill 413• ■ . vv. CC //f i1 -��-• LOT 46 1 I�� ♦ . , • • AND `� ` • ' �1 `� •Jo LOTJ •�. 1�II `� • .11--LOT•LOT 49 LOT1LL �1 RI C s ■ r� ■ v •- ►�� 1 1 111 1 • >♦�� - ! • L --------------------------------------------------- - - ----------------------- ------------------------- I-------- ti --- --- --- --- --- -- 1 1- - — — — — — — — — — — — — — — — — — — ---------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------- ----------------------------------- — ---------------------------------- ---------------------- G) __________________ OLDLYNCHBURG ROAD STATEROUTE ID ---------------------------------------------------------- I�I � / ---------------- (VARYING RAN WIDTH �P - — — — — — — — — — — OHT---- ----------------- —OHT — — — — — OHP— — — — — �OHT� _ OHT— — — — — OHT— — — — — OHT\ P—— OHP— — — — — OHP— \ \ GP RIA P GP GP GP — ION #3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I a I I PEDESTRIAN \ \ CONNECTION #4 \ 30A� I I 30' TRL. 1 I TRAIL CG-6 6 9 20 BUFFER I g' BUFFER eavava>, R5' CG-6 "NO PARKING 90° BEND .,NO PARKIN I I FIRE LANE— FLORA VIEW DRIVE . FIRE LANE" I I SIGN 6" GV SIGNS 66" GV 8'R18' EE CG-2 R15' P _N_R9AD6,G O---------------- ----- FHA ------ -; ba L T 64 1 43 SF :9 16:5'' �20' TYP. ;.18.9.5 I LOT 70 11844 SF cm OT 63 6" DIP LOT 69 INTERIOR 310 SF 20' 'I 20' $3�L47pCK 1 GARAGE (TYP.) I � I 140' I : 40' cn I z 20' : ; 16:5' I 20' LOT 62 1 I1' LOT 68 1310 SF 1 6 TH - 20' 0 a 6 TH I- 20' 384 SF I 1 5' SEjrBACK I LOT 61 w i z 1 LOT 67 I 1310 SF I 1 1384 SF I OPEN I LT 60 11 LOT 166 SPACE 88'I n ,.18 I 4,434 SF 1 10 SF 1:8'; z 1381 SF 11 J R1 w L_\ J J F O a cn "NO PARKING SIGN 111l� • - • � • • ' �•Llo•• I• I�JJ 11IN • . 1 1 • r i �•--------- �,_,_ ,��'► �� l�� ail -_-- __ _ __ 8" 6V 1.8, $TOP AND 1 OAS' NAME.' SIGN 20' TYP. 22, STOP AND 7 TH - 22' ROAD NAME ---- ---_40 ---- SIGN (TYP.)- — — — 5'SETBACK — — — — LOT 47 LOT 48 LOT 49 LOT 50 2181 SF T670 sF Ta� �� LOT 51 LOT 52 ��3 708 5� 1696-5I- i 2710 SF ___________________ °y 41' -- ------------ s- ---------------- 'b": .fib b HORIZON ROAD PROPOSED 61' VDOT R/W a. FHA TEE UNDER SOUTHWOOD SAN ILLAGE 1 SDP202000048 s r�R0 PA I G \ \ \ .\ SIGNS 'W ±176' TO HICKORY STREET 8" DIP WATER MAIN PRO DE S UTHWOOD VILLAGE 1 SDP202000048 G s. \ \ f� KEY PLAN i \ UFO \ OHT\ \ \ OHT\ \ \ OHT\ yu D. Cichocki Lie. No. 53741 rC� m E 0 � o N � N C > E v E w � .WX Q U. tjO 3 p LL � V 2 z o — n O C7w rv� w a 30'x to cva Lu Ln S ry z ;z ;z="a'^ 0 ii F P > 00 2 � U U 00 O O � Z O d 0 O O 00 w w- 0Lu N\\ F a ^ Z z O DATE in > 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' • �J T ob 0 1 u U) 1■` U 0 a Q ' NOTES:LLT J 1. MAILBOX LOCATIONS TO BR COORDINATED iw-1 WITH THE POST MASTER. Q I~-1 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & w J EASEMENT PLAN FOR INFORMATION ON co PROPOSED EASEMENTS. Q 3. ALL WATER/SEWER SERVICES CANNOT BE LL ESTABLISHED IN BLOCKS 9-11 UNTIL THE p VILLAGE 1 INFRASTRUCTURE IS INSTALLED, W of TESTED, AND ACCEPTED. / n V � z LEGEND T< UU 0 CONCRETE SIDEWALK ^ } HEAVY DUTY CONCRETE L� JJJQ LIGHT DUTY ASPHALT C) HEAVY DUTY ASPHALT 0 CLASS B TYPE II TRAIL O RUBBER D � 0^, v NPOg3 JOB NO. 47036 SCALE 1"=20' SHEET NO. 0 20, 40' C4.2 L LEGEND 171 STORMWATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT ® PRIVATE DRAINAGE EASEMENT ❑ PRIVATE & EMERGENCY ACCESS EASEMENT ACSA SEWER & WATER EASEMENT ■ PUBLIC ACCESS EASEMENT WATER MAIN ACSA EASEMENT B/SCUITRUN , i� � — — — / '■■■t ■ -- ---_------ --- — — — — — — — — — — — — — CENTERLINE o — _ WPO BUFFER CWD. ioo—o 0GP GP ° UGP IIoGP OHP— OHP j OHP— Iy — OHP—SSIONALG 0 40P/ / / \�\ 10' PUBLIC O.H ELECTRC TELE. TV ° / / \� ACCESS °/ / \ / / / / EASEMENT LINES ��\ / o / / / / o 0 AM U ___ / --- �'6iR EX.24"HDPEAPPROXLOC. -� � / N N C t __a� 1 / �r I� ACCESS $ /10000,/ / w ° E ��o / IEASEMENT .Wv. w 3 1 ¢ LL LL o 3 wo m� w�-ii O "' o0 • • - f`" 1 / • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , mom! �-■ �-■ ® �- PRIVATE - DRAINAGE ' • •EASEMENT IJ DATE 111812021 • S•___ (D� Al (i r; _ (O �C� C`:� (p� Qi 10 9) - `' �'' � - ��11//II///I/t�fl1��%/I1111/OSI�1/MI/I1II/0/I/��I1/IIN�/M/II',OO<I%Ill • v�, , �lyd�r diyN.dNi��r . Iydd�idd rd�rd�ordd �rdal� �► ' , 'y /� a' dN�_ N�►�d��ddd_�'�/� d��Ndd/➢� dddll�d �N�A -�l I DRAWN C. GAYNER © I �� J 1 <•♦ '/',�'q�o( DESIGNED BY 1; CHECKED BY B. CICHOCKI 36'COMBINED SCALE ACSA SEWER 1 "=20' • ��%'- �„�1 Oo• • LOT 13LOT 14 •LOT • • - 1 ` `�� /% aye : • ��► �� 1 • ACCESS EASE I All 14 lo LOW ell r Lu LLJ LOT 5 / / / . ' a Lu 2190 SF / / / / ? SAN ui o O'ZTORMWATER / / / / •. / � W / CILITY ACCESS / / =) cz EASEMENT / / R25' / \ \ Q 00 LOT 4 \ \ a J 1604SF pP� a> 5 \\ \ \ / C\ s \ C) / LOT 10\tip+� `��\ \�� i \ NOTE O 1611 SF R25' ° / \ ea \ \ THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE •• / O CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT \ / ° °•' 1 INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT \\,� LOT 2 jJ/ �d J PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND 5 \ \ 1640 SF a �(jP \ FOR USE IN RECORDATIONS. \ LOT 1 a 59 2129 SF a• Q�O� •'' / � \ � . ° \ ••• �/ / / / \ \\ \ -- -- ag JOB NO. SCALE 1"=20' 47036 \ .. •o a �/ / / �� \ \\ SHEET NO. KEY PLAN 0 20' 40' C4.9 L OLD LYNCHBURG ROAD STATE ROUTE 631 w EP (VARYING R/W WIDTH I ------------- 30"CMPWIENDSECTION I I ---------- --------- INV..(INJ=442.15' I I UGP "GP GP GI J �GP 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. --------------------- ---------------------------- yu D. Cichocki Lie. No. 53741 i/I •,I n. •-r, PUBLIC 1 •.: 1 `•: — — T ;CESS III Am�' `•�� WLONG FACE OF -i -1i EASEMENT115 LLLL '- ,� �_ _..�� I �` ` IICII 111��-. I �IIII IIIIIIIIIIIIIIIIIIII - IIIIIIIIIIII IIIIIII ------------------------- /I% AV .ME/ Ifiz EASEMENT EMEMEMEEMM00 INS IF LOT 64 _ 11 _ r ,r e 11911� LOT 70 •ER MAIN 0 SF 1690 O ♦ 7I / II ,,� o1844 SF jgggj milli &TYENT LOT 69 LOT �7 low DATE • n A� • �n II II.OII/Ills� ,� .. -- R� �� 111812021 I1III�1Y�/��%%�1t%i�%M��II��fIOi�IIIf •Ir!1 II • I/1/�il dN /adal dlNd /yN�� ♦ ,� iF • � JEL—AOCTSA6J8 7 .. .BEE 11� AWYNNN.: Ovv,,.. o; 1 ,�i11i / ., r=J7A�yad/➢► _aad�l�d ---�y ,� - ., °♦p= + • 1 ��s� i i- , SEWER A� D WATER CHECKED BY ° �I I'�� 1 P 1 dh ♦ I•�B. CICHOCKI • `SEWER D WATER 1 Hills TI i •."'/ / Ii fit.. �11 (- - �r'�-A�i� ��,,,-� ills � — • �C.FI •/ �`�--`��` "V.a . av—�--_!`•��L //\\_ .ems__ _ — 1599 SF TI IF III d _dNI -`,,`-- ,� i ;; / --==`I„ c- =___• INAd/1llo��Q �;/(/=del _--pd,---�I iun • • . I, • Ld �® � � �� ® • • • .w uj • 1 .11 • • •ILL = ■ 1 • • 1696 SF _ -- _� o -- -- • ■ • Iff LEGEND IZI STORMWATER FACILITY EASEMENT ®_--� • e — �• El PUBLIC DRAINAGE 1 _PRIVATE DRAINAGE EASEMENT D PRIVATE & EMERGENCY ACCESS EASEMENT /_ ♦ r T�• JOB NO. �Vs NIACSA SEWER & WATER EASEMENT PUBLIC ACCESS EASEMENT 47036 WATER MAIN ACSA EASEMENT L ----------------------- ---- ---- --- --- ti ------------------------- -------------------------------- OLD LYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH EP ------------------------------------------ —OHT — — — — — — — — — — — — — — — — --OHP----- 'OH7-—OHT-----OHT-----OyT� iIGP — P_— OHP— — — — — OHP— 31' STORMWATER FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS ALONG FACE OF CURB 10' PUBLIC ACCESS EASEMENT `MMNNIis ACSAEASEMENT MAE )r- i WE i ♦off I I 1 SF 1384 • ' ISAI'l /Iff ,rLOT II I III • ' .. •�rn;e • i.�o,�G I,/ I II�� 31'COMBINED ACSA SEWER AN D WATER II '• 1310 SF I•/IA_ ;�1384 SF , II 1 1 11111� INS I �l/d'•i Y 6UJ illsEMENTS •T 59 • • rn iI/I��i�� • . I An .r LOT 47 LOT 49• 1 I I �I �� HORIZON ROAD PROPOSED 61' VDOT R/W e d' 10' PUBLIC OyT-, ACCESS EASEMENT VARIABLE WIDTH STORMWATER FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE PRIVATE ROAD PARCEL 20' PUBLIC DRAINAGE EASEMENT 20' WATER MAIN ACSA EASEMENT 20' STORMWATER FACILITY ACCESS EASEMENT 30.5' COMBINED ACSA SEWER AND WATER EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE PRIVATE ROAD PARCEL = MANHOLE PROPOSED — UNDER SOUTHWOOD FSAN ILLAGE 1 SDP202000048 s \ d 1 i d d GP a� GP n; ---------------- O %/ UFO � 14, - \ °yT—_ \ OyT\ \ OyT-1 yu D. Cichocki Lie. No. 53741 rC� ^� E 0 o N � N C > E v E w I.- w w 3 ¢ LL 3 � LL 0 ¢ j V 2 Z a — O > rnIn C7w ry� w v a 30 )x U) oa"=� Lr)U U-) S ry Z 2 2 _"¢'^ o ii F Lu wM UU 00 O O 2 a a o atiti 0oo F W p N\\ O O F Q Z 0 DATE t/I j 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' 06 0 ' 1 V z LEGEND � V STORMWATER FACILITY EASEMENT 0 ; a PUBLIC DRAINAGE EASEMENT m w J �z H ®' PRIVATE DRAINAGE EASEMENT Q mLu LU < ❑ PRIVATE & EMERGENCY ACCESS EASEMENT LL O V / Q 7 ACSA SEWER & WATER EASEMENT ((( %%u � O Lu cz U PUBLIC ACCESS EASEMENT z T. 0 m mWATER MAIN ACSA EASEMENT C) 0 0 W w SAb wY. v 117 NPOa'3 JOB N0. ' SCALE 1"=20' 47036 SHEET NO. KEY PLAN 0 20' 40' C4.11 HORIZON ROAD 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. m 3 a 9X 2 �z .2O o � c E a c m a- O C X N O 3 Z m O 22 oim �3 a dm 2 Y J N X0.0 C 0 = N O E J N 06 a c Nc 10 a 0 o ur . a c m m c o c 0 m nE c E F_ L