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Home My WebLink AboutSUB202200192 Plan - Submittal (First) 2022-11-15SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: LIMITS OF DISTURBANCE: 25.24 ACRES OVERLAY DISTRICT: STEEP SLOPES 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 090A1-00-00-001 DO SOUTHWOOD CHARLOTTESVILLE LLC 967 2ND ST SE CHARLOTTESVILLE, VIRGINIA 22902 PARCEL AREA: 86.56 ACRES DB ZONING: NMD TOPOGRAPHY LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA 23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 SOUTHWOOD -VILLAGES 3 & 4 SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TIMMONS.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. ROAD PLAN ii/ii/zozz COUNTY OF ALBEMARLE, VIRGINIA TOTAL IMPERVIOUS AREA = 14.37 ACRES BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF ONE WET POND, FOUR BIORETENTION BASINS, AND TWO EXTENDED DETENTION BASINS. 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. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 2. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. Table S-1: 2030 Trip Generation Summary Weekda Land Use AM Peak Hour PM Peek Four Average Sim Units Code M Out Total In D,L Total Daily Trips 1. Total Southwood Development (n Proposed Residential Multifamily Housiig(Low-Rise) 689 D.U. 220 57 179 236 200 117 317 4,492 Townlnmes 115 D.U. 215 17 37 54 37 28 65 826 Single Family 90 D.U. 210 18 50 68 57 33 90 916 AHordable Housing 442 D.U. 223 48 113 159 In 83 203 2126 Proposed Residential Subtotal 1,336 D.U. 138 379 517 414 261 675 8,360 EAstirg Residential Devaloom nt (To be Remo.dl Mobile Home Park 341 D.U. 240 28 105 133 123 75 196 2128 Existing Residential Subtotal 28 105 133 123 75 198 Z,428 Net New Rtaidenlml(Proposed- Exsting) 110 274 384 291 186 477 5,932 Commercial Retail 30=0 S.F. 822 43 28 71 85 85 170 1.6m 0 oe 30�00 S.F 710 52 7 59 10 51 61 407 Commercial Subltal 60,000 S.F 95 35 130 95 136 231 Z,041 Total Southwood Development Trips (Phase 1 and Phase 2) 295 309 514 386 322 708 7,973 2. Approved Southwood Phase 1 (Background Development)(�) Residual AperMenLsamv homas 270 D.U. 220 28 95 123 90 53 143 1,976 Single Famiy 30 D.U. 210 7 19 26 20 12 32 343 Residential Subtotal 30o D.U. 35 114 149 110 65 175 Z,319 Cpmmeroial Retail 25,000 S.F. 820 15 9 24 46 49 95 944 C111. 25y0 S.F 710 43 7 50 5 26 31 277 Commercial Subltal 0,000 S.F 58 16 74 51 75 126 1,221 Total Approved Sou8lwood Phase 1 DevelopmentTrips - 93 130 223 161 149 391 3,549 3. Not Increase in Trips, Southwood Phase 2 Total Development - Approved Phase i Net Residual Trips 75 160 235 181 121 302 3,613 Net Commerical Trips 37 19 56 44 61 105 820 Total Net lncrese In Trips, Southwood Phase 1 112 170 291 i25 182 49T 4p93 Notes: (1) Based on the nations of Transportation Engineers Trip Generation, l lih Edition. Assvnes General UrbanSubutan lard use category. (2) Sou9rm,od Phase 1 tops obtained from the SoNh ood Phase 1 TIA dated January 7, 2019 and prepared by Timmons Group. _tolr` Creen Qcj r-^ i L n 'V SITE LOCATION B7tte:�� 1.n o Hickory S' Wit <t Jacks, O 0 VICINITY MAP 111=1000' 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 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY APPROVAL DATE 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 BLOCKS & OVERALL PLAN C2.1 OVERALL PHASING PLAN C2.2 EXISTING CONDITIONS & DEMOLITION PLAN C2.3 EXISTING CONDITIONS & DEMOLITION PLAN C2.4 EXISTING CONDITIONS & DEMOLITION PLAN C2.5 EXISTING CONDITIONS & DEMOLITION PLAN C2.6 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 LAYOUT & UTILITIES PLAN C4.4 LAYOUT & UTILITIES PLAN C4.5 ROAD PLAN C4.6 ROAD PLAN C4.7 ROAD PLAN C4.8 ROAD PLAN C4.9 ROAD PLAN C4.13 LOT & EASEMENT PLAN C4.14 LOT & EASEMENT PLAN C4.15 LOT & EASEMENT PLAN C4.16 LOT & EASEMENT PLAN C4.17 LOT & EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 GRADING & DRAINAGE PLAN C5.4 GRADING & DRAINAGE PLAN C5.5 DETAILED GRADING PLAN C5.6 DETAILED GRADING PLAN C5.7 DETAILED GRADING PLAN C5.8 DETAILED GRADING PLAN C5.9 DETAILED GRADING PLAN C6.10 PIPE & INLET CALCULATIONS C6.11 PIPE & INLET CALCULATIONS C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 STORM PROFILES C7.3 STORM PROFILES C7.4 SANITARY SEWER PROFILES C7.5 SANITARY SEWER PROFILES C7.6 SANITARY SEWER PROFILES C7.7 SANITARY SEWER PROFILES C7.8 WATER PROFILES C7.9 WATER PROFILES C7.10 WATER PROFILES C8.0 ROAD PROFILE - PRIVATE ALLEY 1 C8.1 ROAD PROFILE - PRIVATE ALLEY 2 C8.2 ROAD PROFILE - PUBLIC ROAD 1 C8.3 ROAD PROFILE - PUBLIC ROAD 1 C8.4 ROAD PROFILE - PUBLIC ROAD 2 C8.5 ROAD PROFILE - HICKORY ROAD C8.6 ROAD PROFILE - PRIVATE ALLEY 3 C8.7 ROAD PROFILE - PRIVATE ALLEY 4 C8.8 ROAD PROFILE - PUBLIC ROAD 3 C8.9 ROAD PROFILE - PUBLIC ROAD 4 C8.9 SIGHT DISTANCE PROFILE - PRIVATE ALLEY 1 C8.10 SIGHT DISTANCE PROFILE - PRIVATE ALLEY 2 C8.11 SIGHT DISTANCE PROFILE - PUBLIC ROAD 1 C8.12 SIGHT DISTANCE PROFILE - PUBLIC ROAD 1 C8.13 SIGHT DISTANCE PROFILE - HICKORY ROAD C8.14 SIGHT DISTANCE PROFILE - PRIVATE ALLEY 3 C8.15 SIGHT DISTANCE PROFILE - PRIVATE ALLEY 4 TOTAL = 68 v Bryan D. Cichocki Z r~ Lie. No. 53741 1111112022 e j no O ce t7 Z O a_ U (A N w p z O U) w Of I DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N/A 06 M // �'�� V/ W 0 Q>� J w � .�j `c� O I1 G \ w m� Q }p LLI z 0 Q 0 U O 0" 2 � 0 V VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT JOB NO. 49821 SHEET NO. C0.0 LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM - S EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �® L�J DROP INLET & STRUCTURE NO. S�SAN �QS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL ® CURB & GUTTER WATER - PROPOSED PAVEMENT -W- - EXISTING WATER LINE - CENTERLINE OF DITCH g• yy PROPOSED WATER LINE BENCH MARK R g• yy PROPOSED VALVE . . CLEARING LIMITS - T! g• yy PROPOSED TAPPING SLEEVE R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - -- EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB r 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 MANAGED SLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION AS REQ UIRED UIRED BY THE LOCALITY. THIS Q INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR 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 ]CC/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 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 Count which will P �1 Pce Y� 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 3' IN 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 STORMINATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 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 �IRGINIP 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). plan a n reflect requirements of ortat on O .This as drawn m of accurately ect the ( P ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:verticai). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Bryan D. Cichocki Lic. No. 53741 1111112022 M E 0 � o N UI N C > E w ° E y < w w 3 ¢u-o3 ow w 0 m < W M d J U U CoJ - uj CL O N U W N R w � 30'x i LL 0 Q = v in _ N = U > F C L^ o O N � M a� 0 w Q 0 i� DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. V/ LU V Q> J J w Q 1--I Z W > m 0 Q 06 O U) W O Z O 2 ,O V JOB NO. 49821 SHEET NO. C1.0 ,z NON -SLIP BROOM FINISH A U E C VARIABLE WIDTH' MAX. CROSS SLOPE 2% D 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS c NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. sx�c ■ • •w A• 1° 54' (60' W/ PARKING) PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS A No Scale NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) *Reduce spacing 40% A 8 C D E F 18 .375 6 6 C 3 7.75 24 .63 8 8 C 4 10 30 .75 10 10 C 5 12.5 36 .875 12 12 C 6 15 48 1.25 16 16 C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale Will TOP OF CURB 12" O/ Ox X/ 4. �X\� \�. CONTINUE 21 B STONE BASE j c FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING No Scale VDOT A-3 CONCRETE 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.0A 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale HICKORY ROAD CROSS SECTION No Scale PUBLIC ROAD 1 PUBLIC ROAD 2 seas: ' r_.. . .:... . ■ • 0 • 1' 52' (58' W/ PARKING) PARCEL WIDTH BY PRIVATE & EMERGENCY ACCESS 1 NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. PUBLIC ROAD CROSS SECTION No Scale CG-6 CG-7 ALONG DRIVEWAY ENTRANCE(SEE ROAD PLANS) 2.5' AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) PRIVATE ALLEY 1 (STA. 10+00 - 18+50) PRIVATE ALLEY 2 COMPACTED SUBGRADE C/L 1.5" SM-9.5A 1 (PAVEMENT WIDTH) f poi `2" IM-19.OA 3" BM-25.OA TIE & EMERGENCY ACCESS EASEM NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. SEE ROAD PLAN SHEETS FOR LOCATION OF HEAD IN PARKING. 120' PRIVATE ALLEY CROSS SECTION ALLEY CROSS SECTION No Scale AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) PRIVATE ALLEY 1 (STA. 18+50 - 20+18) cG-s CG-7 ALONG PRIVATE ALLEY 3 DRIVEWAY PRIVATE ALLEY 4 ENTRANCE (SEE ROAD PLANS) CIL 1.511S M-9.5A 2� 24' (PAVEMENT WIDTH) \�I f COMPACTED SUBGRADE 2" IM-19.OA 3" BM-25.OA TE & EMERGENCY ACCESS EASEM NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. SEE ROAD PLAN SHEETS FOR LOCATION OF HEAD IN PARKING. �24' PRIVATE ALLEY CROSS SECTION ALLEY CROSS SECTION No Scale AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) CG-2 MODIFIED CG-3 (1" HEIGHT) ALONG DRIVEWAY ENTRANCE (SEE ROAD PLANS) CG-2 MODIFIED CG-3 (1" HEIGHT) ALONG DRIVEWAY ENTRANCE (SEE ROAD PLANS) v Bryan D. Cichocki Z Lie. No. 53741 1111112022 � M E O O N � N C > E w v E w v 3 Q LL 3 p U. — wO `mom LU V oMo W J —N d O N (7 N 0 W U 30'x a LL p a v _ N N =v a m F . c Y � N 2 M 00 � H Z O a_ V N I1J p z O U) W DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. JOB NO. 49821 SHEET NO. C 1.1 0 d 0 3 c a 0 a0 oo �z "0 E o 2 c T -6a c m a0 � O XB L7 3 Z zN 0� 2 a `o� 0 Q§ a 2 Y m ON xo 0.0 d� 1215 2 0 c E `o 0 m o � a c �a 10 a 0 o 2 w 0 m 2 A 0 -o c 0 nE a0i �i F- E 1 x6CAF 1 x 6 77?lMMEF 2 x 4 RAILS x 6 METAL POSTS 10 "-6 "� x 4 METAL POST 12'-0" CON C. PAD 1 x 6 DUMPS 14"-0" 12' S7 HINGE OUTSIDE ELEVATION 3 SIDES VARIES VARIES NOTE ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVA TION 3 SIDES DUMPSTER ENCLOSURE DETAILS N.T.S. 1 x 4^CAP OVER OUTSIDE GATE VIEW INSIDE GATE VIEW CONC. -- STONE) 4 x 4 METAL POST x 4 RAIL gON ERWISE N07ED YP.) PLAN 1 x 6 TRIMMER 3"-0"" 1 x 6 SIDING 3"—O" �N �^ 12" POST ELEVATION NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING 12" MIN (TYP.) 1 /2" R (MAX.) 1 1/8" WASH EXTERIOR STAIRS No Scale 1.5"ALUMINL RAIL (TYP -/. CONCRETE BUMPER BLOCK 12" MIN ANCHOR WITH 5/8" REBAR (TYP.) IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB (C EOP o 0 0 3'-0" (TYP-) EXP. PAINTED JOINT PER 2% MAX. 18, 18, FINISHED VDOT GRADE 4 SPEC. 12 CONCRETE (TYP.) 8' 5' 8' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES �I 1'-4" ♦~ CORE DRILL CONCRETE FOR HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) $" 5" # 57 STONE #3 REBAR (12" O.C.) #5 REBARS, BOTTOM CONTINUOUS, TYPI( 2'-2" AT SPLICES No Scale IMPACTED SUBGRADE I:r_1:I:11►1 SIGN SIGN AND POST DETAIL No Scale PENALTY $MIO - $500 FINE TOW AWAY ZONE PENALTY W - M500 FINE TOW AWAY ZONE VAN ACCESSO J1 6' ABOVE FINISHED GRADE DADA PARKING SIGNS No Scale 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE STD. U POST GALVANIZED POST TO BE DRIVEN VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. Bryan D. Cichocki 'Z Lic. No. 53741 1111112022 1 w a 0 DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. M V) W Q > J uJ J IQI ` 2:W Lu ��(( Q co LL o U) Ill O O O Z 2 O U) t? JOB NO. 49821 SHEET N0. C1.2 .r 4 M' MIN. Ir MIN. A.*.� •�C•. '4 1 MN• �•r--17.9" .r .i ., •N 3Y MN, r1IWINGNUT LOC. ASSEMBLY ' 1 101. BYPASS NOTES; 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 40. 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 0 1/2" METER) NITS FIG. W-713 4" DIAMETER BRANCH AND VALVES - WATER M TO-15 H'NJ `RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLUG v^""' THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC b CAP •j LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE ,WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 ID-19 INISHED GRADE AIR RELEASE VALVE In BRASS OR BRONZE PIPE VARLL,N GATE DRAIN TO GRADE' IF POSSIBLE IHI. h. BRICK SUPEpORTS OR SOLID CEM NT BLOCKS J USHED 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 WA7RLINES SMALLER THAN 12' USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.Y. 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. W-61 THRU W--7E). VARIES - 2' COPPER 1Z WATER MAI M.J. FITTING 4" DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UN LESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4"TEE • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECNON FOR BOLTS. `• USE 2500 P.S.I. CONCRETE, LARGE METER SERVICE LINE NTS Fla W-BC rD-12 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 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 SIZEDIMENSIW A DIMENSION H DIMENSIGN C 1 1/2' 3'1' S'0' 3'8' B' 3, . 6,g• , . 5, 4' S' MINI IE' MIN. ' GRANTER THAN 4' PR�DSALS WILL HE SUBMITTED. i B i DOOR HINGES I I I 1 I I I I i I I I i LIFT HANDLE TYPICAL METER VAULT N.T.S. FIG, W-7A rD-14 SIDE VIEW 75' DIAMETER DRILLED IDEE FOR TOUCH READ INTTS, TDP VIEW 3' DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' NLUMINUM ACCESS HATCH NOTE; HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WNIOIH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES r7CU. k 6'IN f TO 10' � VALVE BOX T. rE-1 �.I I VALVE 6. 250E P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR W 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. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. 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 TD-8 PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE --� II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z � Z n N M.J. GATE VALVE WATER UNE 2500 P.S.I. . CONCRETE 8 d 2'x 2' BEARING AREA. THRUST BLOCK •; G d, A d d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE Y COMPRESSION a 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1- TYPE 'K' -� SOFT COPPER rKl•I NOTE NO SWEATED F17T,NGS DUAL SERVICE SINGLE SERVICE NOTE: t) SADDLES SHALL SE USED ON PVC PIPE. NTS FIG. W-5 TD-9 ID FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGAIION SMIACES. " MMPRESSION x 3/4' MAI£ PIPE COUPDNC PROM EQUAL an USE ON DETACHED SINGLE FAMILY iESIDENTIAL SERMCE WHERE AN IRRIGATION METER IS NOT PROVIDED. W LID FMISHED GRADE FMETER Box 36- MIN. -COPPERSETIER 1/8 BEND CWPWB-\ As METER CORPORARON STOP rTYyu "'.�C+' ;�i2 BRICK As SAND OR DUST UNDER ::<;ti?(,_ '"•ill 4' D,AMflF.R DRAIN PIPE, IY N�INxMUM iHl'a(N SS -INCH i; ei;`q st:,.� �4: Ny��{�:i_ 6PC. 203,EN0. 57 POCKET, REGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) TUTS FIG. W-6A 10-10 - 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 TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. J- ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND Sih A B C D E F 4" - 1'-9 2'-3 r-e" 1'- Y-0" 1 I/4' e" r-3 3' 2'- 1'- 21-6" 1 Ile 11 1/4' IO" X-9 3'- Y-e 2'- 3'-0' 2' Ir S- 4'-3 Y-0 Y- 3'-6" 0 Ir S-6 5'-e' 9- S 4'-6' 2 1/r 4" - 6 2'-6 S-0 2'-8 I" 2'-8" 1 t r e• 3'- 4'-3' 2--6. 2' Y-3" 2' t/T ID• Y-r 5'-0 3'-0 2'-9 Y- 2" 12" N-W 8'-3 3'-0 '- '- Y 1B" 5'-0 7'-6 3'-3. 4'- S'- 2 1/P" 4- - 6' 3'-0" 8'-0 3'-0' S'-3 3'-3 2 1 4' 8" 3'-B" 8'-8 3'-0' 3'-8" 3'-9' 2 1 4 45' 10" 4'-e 7'- X-O' V-r 5-0 2 1 4 12' 5'-3 B'- S-3' 6'- 5'-9 2 I/2" 3• THREAD 1 NOMINAL AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B ' UEj4-" CONCRETE CLASS t•• IY- it'- r-9• e' 7'-3" 2 t 1LARGER A2 R R DS & CHART FOR UPPER SECTION VERTICAL BLOCKING NQM- 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 TO-4 Top View 6" MINIMUM d 4' 1 I^ • • I 4' MINIMUM NOTE: RESTRAINED JOINT FITTINGS Side Wow Minimum Certification of 95Z compaction required Q , I I4 A, Galvanized Steel Beam, H. u W12 x 14 (min. size) .4 3' min. penetration Into undisturbed 45' soil , or as approved by the a ACSA. I I II�101 TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 ASTM A36 AND HEX NUT ASTM A588 (fYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" CIA SOIL (TYP) ALL -THREAD ROD TN N�fN, + •'" WATER MAIN 2Z �3 VALVE 24" MIN UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE 4' MIN �',� MEGA -LUG qq 'LL" :v.:v°.�° :.4444vv4°etii�•':Re. Lvv°}i14'-� �°i4 18, MIN e" ELEVATION UNDISTURBED EAR 24" TRENCH " MIN WIDTH MIN I Z_ 1 � smnoN 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. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig, W-30 TD-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT OF WAY VARIES 1 5' I I I I s' I F WATER SEWER 3 p LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH DI SEPARATION OF WATER 4 SEWER SYSTEMS. UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NIS FIG, W-1 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 Z50 2.50 3.01 0.24 •1" & 6• 45 200 225 260 0.15 2.0E 225 25D 0.15 221/2 1.50 2-00 2.52 0.10 111/4 1.50 2.00 750 OLIO 90 &66 &16 3.21 0.48 45 266 266 2.77 0.26 9" 221/2 1.66 2.16 2.69 0.13 3.16 2.91 266 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.0E 2-83 M52 22 1/2 2.33 2.58 2.86 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 CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS Fla P-3 M-3 Bryan D. Cichocki 'Z Lie. No. 53741 1111112022 M E 0 � o N UI N C > E w ° E Q LL 0 3 o W o t M L M ¢< J U W Z LU O d fA C)LD d Z W � � � Z_ I- ? U ?i ¢ W LL 0 Q . Lnx =N Z =v>M O_ F c ^ n 00 N i � M � a � o w � H vi M O LD (7 0 O H O w w w _ ¢ U Z O VI DATE > 0 1111112022 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • N.A. • M W Q > J J J Q I --I g LLI W 0 m �xx Q W LL ' O LW r Poo O (-J Z 2 O V) JOB NO. 49821 SHEET NO. C1.3 fS 0 ro 0 3 c 0- 5 0 o nV) 12 Z d0 a2 O C m "- E o M c m m a� 0 C W 3 a) Z m O � a �0 Q N C. m m 7 y o h X C d16 :E 0 12 Z m o « V N O E 0 m o � a c �a 10 a 0 2.2 C c m ma0 C 0 Ti o N C) m 5 0 of SEWER SERVICE LATERAL CONNECTION NOTES: �VH 1. WHERE A SEWER SERVICE LATERAL CONNECTS 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.V HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED REQUIRED. Bryan D. Cichocki 'ZI TO THE MANHOLE. aT(P '4 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL c RN ° `a DROP MANHOLE PVC CROSS Z Lie. No. 53741 � BE CONNECTED USING A PIPE SADDLE. 2. USE APPROVED FLEXIBLE RUBBER BOOT. I1/11/2022 (� 3. OOT ;OR SEWER SERVICE CONNECTION SHALL BE 2x �Q ° ('/4MPERG S ION (Q � ROADWAY It 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN 4. } 4• 3000 PSI CONC. BASE AL DIAMETER OF e. ° STEP CGUPL3NG BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER t� - 27• CHANNEL 1/4" 1' MIN • OF 3 FEET.J,;.• ROP PIPE .° PIPE STRAPS _:y ,� i SALT " (STAINLESS STEEL) t� SPACED EVERY,'.,+I _ E TREATED 2'' VERTICALLY K� _�s f:..,; ,. a ° LL ` N o FINISHED GROUND MARKER 90' RESTRAINED BEND '?�'.'•"" BRANCH Q (� M = m 12" �- > E PAVEMENT INFLUENT -� E a PIPE MAIN s' ~ I .. a tl. a . • a a ". _"° .. SEWER " ° PIPE _ Q u- i 3 w 0 - COATED STEEL BAND OR STAINLESS 42' MIN, 0.25' MIN• THICKNESS STEEL CASING INSULATORS 42' MIN, PLAN ' ' ,p . - 'L" 0 n w O t0 L STEEL CASING 112" BOTH < MJ Q J U W 00 Z _I ENDS n' PLUG END OF PROFILE w w - ry O SERVICE LATERAL CTION MAIN LINEfIN MIN. 6' BEDDING WITH NO. 68 STONE a In o Lu 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE CSA, BUT SHALL NOT BE LESS THAN TWO NOTE: FLEXIBLE CONNECTION Z ~ SOU M 'L1 v LJ2'-0' 7' OR B' 7' OR B 2'-D 2'-0" (2) FEET• WITH STAINLESS STEEL ALL CONNECTIONS TO U) ¢2. VERTICALDROP PIPESHALLBESDR 26 P.V.C, SIZED THESAME ASTHE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL Q6wUCTILE IRON PIPE 18' OR 20' JOINT OF D.L I THE DROP FTRING WITH STANDARD GASKETJOINT. BE CORED AND A FLEXIBLE " " In xESIRAINED JCNTS) I 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF CONNECTION BOOT cJ> `o = QINSTALLED O STEEL inSTAINLESS NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OFO0N> PAVEMENT. WHICHEVER IS GREATER. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT N2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. TEE TO SPRING LINE OF MANHOLE INVERT. v 3. LE SPACER SHALL BE PLACED AT THE CENTERPDINT OF PIPE JOINT. PLAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW, TYPICAL MANHOLE PLAN CD 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. t00 WATER VARIES 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - I N TYPICAL STEEL SLEEVE INSTALLATION TWO B" DIAMETER DROP CONNECTIONS. UNDER ROADWAYS R ac SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o N.T.S N.T.S. N.T.S. FlG W-1D FIG. S-I-B (=7 FIG. S-2 FIG. S-1-C2 O M-33 M-30 TD-27 O w w LL = Q p Q FRAME & COVER >m O DATE N E ^� FRAME & COVER (SEE FIG. S-I-D,E) V7 NING BACKFlLL SHALL >m - SEE FIG. S-I-D, E STREET SURFACE OR STREET SURFACE OR j 1111112022 ONTAIN ROCK MATERIAL IL �� $ ON -PAVED AREA NON -PAVED AREA O } R THAN 5" IN ANY SION LEI ��..N SLOPED AREA SLOPED AREA �/ DRAWN BY a� p B a I V-O" MAX RUBBERCCOATEDTIN STEEL STEPS M. DENHARD L BACKFlLL Hg ; 1'-0" MAX EMBEDMENTLIFTS) OROUGHLY COMPACTED m PRECAST REINFORCE) CONCRETE 2'-0" DESIGNED BY SPRING LINEY HAND OR APPROVED fD _ 1 E sx $ E $ E o $ E 0 a 1h ° SECTIONS WITH "o' RING SEALS OR APPROVED EQUAL •° • M. DENHARD OF PIPEECHANICAL TAMPER Q 8E -ll w � RUBBER COATED STEEL NCHING NO. 68 STONEgs zM o m3'-0" e MIN THE DROP CONNECTION STEPS CAST IN PLACE 3-0" MIN CHECKED BY DING 6" max 4"min s.. LL/ 'ao 4 6 �Z 0 SHALL .0DUCTILE IRON PIPE (cLAss 50) 5" BACKFILLED IN 6" LAYERS AN6 PRECAST REINFORCED (SHALL BE UIRED WHEN SOIL s E N _ E� E Jy� COMPACTED BY HAND TAMPERS ORUIREDON 1 " MINA BACKFILLED WITH SELF-COMPACTING"O" 2* CONCRETE SECTIONS 12" MIN8. RING SEALS • 16" MAX CZCHOCKI scALE UNSTABLE 5oEto Max STOJE MINIMUM ELEVATION T •DITIONARE T m n DIFFERENCE ACROSS M.H. 5" 4'-0" PIPE n 5" - N.A. "P.1".t W E n MINIMUM ELEVATION DIFFERENCE 12"MIN 72"MIN FROM INLET TO OUTLET MF ,• ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET SHALL BE 0.20 FEET. VARIES CONCRETE DEPTH FLOW FILLETS A FILLETED INVERT FOR A SMOOTH L CHANNEL TO BE • TRANSITION OF FLOW BETWEEN ' ' ' DIAMETER OF NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. O ri • • � INLET & OULET PIPE SHALL BE ' a :' t ' 4 PROVIDED. 12 �. 6: s"�. , . s. ..• A'.. a _ CON CONTRIBUTING SEWER. T a ..�.' • .. t2" A FILLETED INVERT FORA SMOO t 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED z 3/a DIA OF LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN INLET &OUTLET PIPE SHALL BE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 $ $ $ ° STONE SHALL BE PROVIDED' E s E O >m N MIN. 6" BEDDING WITH NO. 66 STONE PROVIDED. MIN. 6" BEDDING W/ NO. 68 STONE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"� wig NOTES: NOTE : BEDDING OF N0. 68 STONE ' n" m'r NM W r � -' $ 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE U SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2 THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES. INLET'S, OUTLETS SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 0 0 TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL DESIGN ON SEWERS WITH STEEP SLOPES. INSIDE AND OUT. �� 1C SEWER PIPE (�� TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TIE-IN (� TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH N.T.S NTS FIG. S-3 FIG S-6D NTS N.T.S TD-31 FIG. S-I-A v J FIG. S-1-C TD-34 TD-25 (�� TD_28 V` PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE J WITH PART V. SECTION G OF THESE SPECIFICATIONS \ ; J L Q SLOPED AREA RUBBER COATED STEEL STEPS " r FRAME COVER CASTIN PLACE • °• `a.' • Q LLI (47 r z�snn) DN xaE" 1 t/z• a, M ((.• (Wynn) p" 27 t/2• OR [899mm] 0 e6tr a'KaE --{ [3amm1 7• zs t/4. Ow SEE FIG. S-I-D, E PRECAST REINFORCED CONCRETE -� DOGHOUSE BASE 4EXISTING SANITARY ONTCONCREIE BLOCKS •. z • ; •.•, SEWER PIPE > m Q (� [662mm7 -� [namm7 I SECTIONS WITH O" RING SEALS OR APPROVED EQUAL . DOGHOUSE OPENING SHALL '°•4' N•. BE PREFORMED BY { MIN. 12" CLEARANCE ". 'T : -•' ' ' . • BETWEEN EXISTING PIPE J Q ' LL ,,,��(( KJ zn• I e06mm MAX MANUFACTURER OR AND STONE BEDDING SAW CUT TO FlT PIPE '•'Y• •' •" O �ze T/te• w•s/B• I7zzmm] [i6mm] a, A FITTING MAY RE REQUIRED' ACSA APPROVAL OUTSIDE OAMAIER , w , PLUS 6". .=,•`,t 12* Q 0 0 3B• D10 �_-il " 26• [914mm] [66Dmm Q; WITH No. 81CK STONE BEDDING ` O O 73/t6" t 1/2' FRAME SECTION (3Bmm] ® SOLD COIB* ARE 4"XB"xi S SOLID CONCRETE BLOCKS OQ Z [20mm] z• (slnm) uT1Des DCCE D Ft THE DROP CONNECTION SHALL BE 3'-0" MIN s DUCTILE IRON PIPE (CLASS 50) CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE 7 O N) BACKFILLED IN 6" LAYERS ANO [2smm] Sp,NI Aq 31/e" t/Y i [mmm] ['a, Q COMPACTED BY HAND TAMPERS OR + 5" BACKFILLED WITH SELF -COMPACTING 11 n1nunnn.nnnn Hilo nmunnnlnn.nn�„nn,nnunm..nn.. u...nn unn unnnnni, n.mn1 FILL DOGHOUSE OPENING 2 tro" 3 13/1Y a 22 13/16• [97mn5] [N7 I Jv_ STONE. 16" MAX MANHOLE ABOVE BASE SHALL CONSTRUCTED AS SHOWN AROUND EXISTING PIPE /\J rIwwInBE C 11 19' 1 3/8• [g3Bm1"7 / [M"m] 9/18" 0.D, OF GKT GROOVE au DOLT [17nin] 114mm) SECTION NEW 1/4• (6mm) DIA SEE ASFl1MY NEOPRENE CASKET OVAL MINIMUM ELEVATION DIFFERENCE 5" G ACROSS M.H. FROM INLET TO e • OUTLET SHALL BE 0.20 FEET 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH ON FIGURE S-1-A N TH 3,000 PSI CONCRETE T i i (TI MR 1/16 X 3/6 X 1 1/2 �j'E W Ql (z) coxed te00• I}. 1 5/8 Ru9Bpt vv 3 o666wes PCKWS [5mm IIF- (z) `RT HIX s/e-ttxt t/z ss VARIE TRANSITION OF FLOW BETWEEN ", INLET & DULET PIPE SHALL BE •h ALLOW CONCRETE TO FLOW I MIN. (WRAP EXISTING PIPE WITH 24W [4tmm vanY a6eetaso [ 6mm 1/2" (z) N:mR ID t3o w a PROVIDED. +. ' • 'f�, 1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL 1 t/a• (29mm) DR BOSS 13mm .0 DR. STARLESS step. ROD PLAN VIEW [ PARTY DasWata 913 PICKBARSLOCKLUG G FITTING DIMENSION VARIES WITH SLOPE. ' s' t'.'Q OF STRUCTURE • BEFORE FILUNG THE OPENING •. NEOPRENE SECURED BY 2 NON- O HOLE DETAIL NOTES; zP .• °.•' ®' CORROSIVE STRAPS, i ON RFY O�Bts 11 2N HYD( I1. ALL MANHOLRNAIVEE9 UM 100 YEAR FL T CMEN OR LOCATED IN AREAS SUBJECT TO Fi00pIN0 g4UL HAVE MAlER11CMT FltAAK ! OOVpt (2) NV HK ,tW a/6-11 zx 2 ALTpiS FOR WATERTIGHT COVERS NULL BE C LV'' > • •.... Y EACH SIDE OF OPENING SHALL L BE 0 SIRED,UA PARTY 009e122e s. COVEtl6 g1ALL BE FIXED TO FRAME WITH LOCkING WCS OR gMDAR ASSEMBLY. 3/4 DIA OF LARGEST TYPICAL WATERTIGHT MORO PAMY LOOK DIG PIPE IN MANHOLE 1Y MIN. CASE -IN PLACE �� 3,00M PSI CONCRETE BASE LOCK LUG ASSEMBLY MANHOLE FRAMESI-E &COVER MIN. 6" BEDDING WIH NO. 6B STONE FOUNDATION SECTION VIEW N.T.S FIG NOTES: ,. .nu.linnnnnnn., nl...nn.nnun, 11141....ii iiiunnunnn.inui..lnnuununnunu TD-32 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDInONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW EXTENDED OR NON -EXTENDED BASES 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED FLOW TO THE EXISTING 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" 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 49821 NTS N.T.S FIG. S-1-01 FIG. S-1-Al SHEET NO. 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CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 • TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �_\ �_s-�__ ao , O '�: N O C7 C] N a o NJI n JC t-� m •4 o S O U T H W O O D VILLAGES 3& 4 'r N . m O tmi7 vp ti DATE REVISION DESCRIPTION ` J m m II n n m G) IT D N D N 1 Cb Z � = m 2 z 2 `* \ 1 O Z N o COUNTY OF ALBEMARLE, VA o m o o n mo n m o m BLOCKS & OVERALL PLAN ` o j o N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. a:a usweanroournw000 vmageswvw\aneeow\vmage swear-iur\,e.� av� nwwvvu rnHanv� r�wv.owg 1 rroaeo on I-n-r uzu" o:oar rm I oy n ongnc 11111 ly/ /i/i �\ \\\JIII //fr//,f '/ice/////i, /i��i/ r — \ \ ;\1111:111\//_ �'/II�/�/.:_�//II \\\\ // // 1\ /i/ //////i 4/rir/i it / ^\ 1 / — _�-'-i/ \ 1 ��1 /'n\\\\\\\\\I'//'/� // /\ / ' /',' JJ/l/ \ " j_ v l \\.II\��V I� f -�'' Illr/ /^\\\\ \\�"�` _, // /j ; X- ,/i,ll1\II 1 / \ . .�_� - % /' / Jam'/. = / l / / / , / n u> _ i l , \ f '// / '// r ..\If '//' / / i \IIII\\11 1 , / D / Ir\\� ��\ , \\i r// // ' ',I '1 _ a S• -- _= I / / / ,�G.///, �/.\JIII/ / / �/ IIII\11 / / r Nb \\�\a-',i rj \1;\\i// iri/r�/,/r // I I I' / / l / / / /i/ /�'' / / /�\ I l/ //1 m \\I\ I 1 , i / \ // / �/ I r / 1 \11\\1 p 11 /� Ili- \ )-lJ \- \\�\\\\ \ ) IIII,/I 0 \\ \\ 1 1 \\\ \\ ��/ \\ \ / ///, / „ / I 111j11,111111\\\r\\\ _-/l '/�.//_�/ / I ��_�-_'///_��=11111� I III II , .:--' / III \\ \ \ �� l / \ \ '//�J \ Il�jl '%''i��'� cJ/1�\ I /1'\1/ IIIII \\\\\ / / \ //"/ s/ / /// I 1 1 / / -\,�,I \ I I II 1 II \\\\� � ,♦ IIII\ 1 \ \ / \I I ///- I 1 1 ` // i // I \ \ 1 l /' \ `1. \ - / II I I I( /�/// / /// //'/�%�_ _ .l N, I I I I I r \ / /, / / l l III 1 \ 1 I 1 \ }/ /) / I l III/ -l�/ " _ \ "l A• I o If, IN // lI ' I I 1 I 1 I\ I '1. \ 1 f I II I \ \ �a ll I I I � 1 I I I I I I \ I'I \ \ -11 / lllllll Il}l/ //r r/// IIII !-- 111 PP \ \ IL11 �I 111 \\ 1 1 / IIII rr/r ? ^�' / I If l l // r� l I I II // ( IIIII 1 I / / / / / / / / = L- _,I l IIII I / l/ / l � I r f/y Ip fllllgN' / � \ \ \ \ �� \ III I I I III/ // �- �1 11 1111'1//�I��/r/////r__- /, /�i /// /,lJ / r / / I I 1111111j1 //--f - _�1IIIIIIIIII/ IIIIIIII IIIII IIIII\,II 11\ / / , // / / / / ' r ✓. % I II IIIIIh11'II - Cl) Cl) G T ` \ 1 \ N\Z..\\ / II IIIII 11/ IIII�IIIIII�IIIIIIIIJ� , I / l / I j " rIIII1NI - c v \\\\� \ II, II„ III, l /// ,;/ ^(,/ — IIIIJ \\11\ / r , I I J I II I 11j11j11 \ r: I 1 \ \� I /IIII/I/// / //// //„ / / // �_-= 111jIIIIII11 / , W \ \ \ \\\\y \ IIIIII It( III,,, //, ,//// // /; '/I /71. _/ , -I' g1,11,IQ N N \ IIII II r , r / - II �I\111 /!/"�I�11 Illf I I O O N 1 1 \ \ q\ I )) ///,/ // / rr III \`\\\\\ \\\\�\`� I I I I I /J//, "� I (IIII,f I I / r N N O G), /' \\\ \\\\ \ \ \` \ \ \\\ ` \ \ / l I ' I , / / I I, 1 C) N jTj . \ \ \ I I ;l , l l; I / /, ,'/ \ \ \\\ \ \ \ / / / r )II,, I Ill I / I I !/ \ \\\\ \\\ \ \ \` ` \\\ ` : \\` \ / / I l / l // , rl111114 \I. \ O O O N ` \� \ I I I I 11 IIIIIII ' , l l I I I ll tit \ \ \\\\\\\\\\ `\\` : \`\ : ( ' ' ' / / /Y' I I \\ \ O O O \ \ III IIII I III'( IIII ll II I I I / , IIII ' \\ \ C)C:)\\ 11 di I II I I 1 I / I i //' Ill\ 1\ \\ \ \ \\\\ 1 / 1 /I I I I 10\ 1 1111 \ \ \ \\\\ \ I r / I /' l� I 9\ j I II N `O 1 \ \• \ \ \1 II I\II ,I 1 \II IIII III f fl II. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 0 3 DATE REVISION DESCRIPTION N SOUTHWOOD - VILLAGES 3& 4 m N o; O 2 N ko om m II D n X 2 z 2 m N W o COUNTY OF ALBEMARLE, VA o m n n M n z o OVERALL PHASING PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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CHARLOTTESVILLE OFFICE Oda • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �� w n m l44 o S O U T H W O O D VILLAGES 3& 4 NrM n m N O DATE REVISION DESCRIPTION r� N J _ o � tv N z o COUNTY OF ALBEMARLE, VA w brm' 0 mo = m = z r� 1 f �INI 2\C a� o o n n o EXISTING CONDITIONS & DEMOLITION PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. roe • •►✓ v �� // FM I W4 wadad 'INy'-6v 4f, Nis OF np jw 79 All NO New AN / % � __ � _ ,_ ,� \_-fir• ` / •I� i -6756r�1�.iil•1'tr• �'t�... JJ//,,/��a •- • � . �� f /ii � �� — ... �� rid 1 00 � �,`.i1 � v�/,�►�� f•,�' -*Iql \�IF I J�I , �i - I it ��,� .. ► � 11 � • 1 l%� a .' ' . 1 ►�■— — , -` �` ® ' . r r! �. • �- I 4-4 1 TOM WE �© J lil ilk• IN Ral 04 .„o 1 •Y d .� — - �� •L �7 - ,�� - , , `BSI � ` ' e�, KEY PLAN / �I NAD 83 SCALE 1"=30' 0 30' 60' SEE SHEETS C4.13 - C4.17 FOR LOT NUMBERS I / � / c LEGEND CONCRETE SIDEWALK HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT CLASS B TYPE II TRAIL FI �/' 'y �x 14A IVA1.441/1 A , VARIABLE WIDTH '' �' \ \ °� �' \ a$?,� \ nDh ACSAEASEMENT'��40'w`10, i10'PUBLIC ACCESS� EASEMENT 10'PUBLIC \\ \\ \ 20 \ \ // NA EASEMENT ACCESS EASEMENT / - - AMENITY AREA _ \ \ .- \ \ 0 • '/ \ 5' PROPERTY \ � 10' a � SIDE SETBACK \i \\ / > E TYP. \ (TYP.) 10'PRIVATE------------ \ �� \ w > 3 / AMENITY AREA \ \� U w 3 DRAINAGE i' \ ¢Q LL o 3 20' PUBLIC /> ; % / EASEMENT i 3 \ O m DRAINAGE / 8'----------' \_ a J Q EASEMENT / \ _ 2'OVERHANG 2 10' PRIVATE , . Q FOR PARKING i 8 J -.. / I I I I ' \ j + .. DRAINAGE EASE ~ = X u BLOW -OFF 6 54' S.5' \ I ^ \ \ Ln s N o / HYDRANT Y0 C> _ < u O M , • , � ' 1 : I _ - - 40 �p \ 54 I I � sqN / 1.5" METERS I ' - STOP AND S N > 'R25 I I - - 5.5' \ ROAD I I 20' PUBLIC O J / U / I 6' CURB 8"X&' TEE, N jT DRAINAGE CUT (TYP.) 6" GV,' HA 6' NAME SIGN I Il; 1 I EASEMENT 18' : yp:::. 22.5° '20': ) vi �ERb , _oc 5' "X 8 8" I 0 — 8" G 2 URB CUTS F TEE 20.. I 0 j I 17 2© 7," 0 22' ----- ----- - u�niP_ PRIVATEALLEY2 R25' I 0 : WATERLINE 2 I SWM FAC 120.::.:._-' _ c C -7 SA �:18•IuFlf1:: I H MAINTEN - - - m - ANCE 8" o I -- ---- - - -- -- -- - - -- - -- --- ----- - R25' c -- z, N �,,pq 9: - EME - NT f 23' � $ .: : R2 ' P :: Ml 5 D N.: UM RI PSTER = a ( T�7 V i�. 2 _ _ A - T E il: A u o - L BIO #3 � I - - _ L � 3'PROPERTY ENCLOSURE ® I I STO AND t- --- _ _ Sq Ey2 a I: N SIDE T 1' 11I, - z SE BA CK TYP ( ) ROA NAM CG_ m - 7 DATE SIGN cn SG 1111112022 0 20' I 1..18'M1N::` } DRAWN BY 40' 20' 16' T 40' ;040' II I 40' M. DENHARD .., //11� I 20 16' • DESIGNED BY ---- o I - I I Q / 6° •, ' I ' ---- - - --- '� -- ---- - �.. i - � - -_ � / I 7 • M. DENHARD 30' I — ----- \\, 6 \ ' ___ _ • CHECKED BY / \ 71 l T 40' / - '-- __ CZCHO _ 8° DIP 8"X8" R25 SCALEC \ 54' 0,_ C I R25' • a a...s TEE B. KI \ , 7, , �- / z w t 16_ / VARIABLE WIDTH �c ACSAEASEMENT ° •� - OP01 -/ :: E, S J-'?8`T �$"-�- d , z , 1 e M.. Nv w - 30 22.5° 24'/ / M„ 7' 7 22' 30' 44' BEND 30 7' M \l 7' 7 V/ z Lu_------- ::----____711 ------------------ -- + ---- - --------- - __-_.....___- - :: 7 �' 20' PUBLIC Q U) 7 7, 7' \ 7, ;- "' DRAINAGE > w - - EASEMENT o =•. R- T w 7' '%' 7 ,, I --I J L 44' Q " _ SWIM FACILITY p 0 20 MAINTENANCE Q Z x OPES (TYP.) AND ACCESS WET POND #1 Q EASEMENT - - � 2 O \ O"O 20' PUBLIC \ DRAINAGE EASEMENT J STREAM CHANNEL PALUSTR/NE FORESTED WETLAND (TYP.) 20' �• �0 0000 0000 / JOB No. .0' 49821 I '� SHEET NO. 1 � � ? / ' �� ^� • `/ a �� \� � LEGEND CONCRETE SIDEWALK HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT CLASS B TYPE II TRAIL EASEMENT SEE SHEETS C4.13 - C4.17 FOR LOT NUMBERS \'•, q \ =:.TYP:: BENDS / ;''''I I-�/ Bryan D. Cichocki Z Iac. No. 53741 � 1111112022 -v • �, 1 \ — 4 uwj . STOP ANDLnx �� \\ /ROAD NAME SIG14�� 00 --- \ - �.] 7Dl�hV_AA7 - I IF —AIRFA / ' • 1� '® •. - J 1 �� 5i • ` • • / 1 �'' DATE I� 1111112022 CAI. � �� IY 6 7 . � � • / / � / C� , DRAWN rl M. DENHARD DESIGNED BY • M. DENHARD B. CICHOCKI �)CHECKED BY 0 .. �� e O� I�� • B O i � 1 _ O • N 1 I WA MkIf BEND berm FDC J �� •►�� S IAA/�f i f�..I M11`�` •,.. �I••r.�� ;v. ./ / .. .. ' �� r` 4•� f. d." I111 I111111n li/IY S+ ,J• Jr> ••�.. , : �_JII Mold R` �Idl•' J�' ♦OAF wJOB NO. 5 .o EXISTING SEE SHEETS C4.13 - C4.17 FOR LOT NUMBERS 6 0 pRCb ON, eo oc soo � q FHA \ OB O?R� 1 / S6- �90 - o E o ~ V w 3 F DC ' 4 KEY PLAN a � v s z f" STOP AND / w - O 2 o a 12"X8" SIGN 10' / Cv uw w M �o & i - z�y� � TEE i i ;, x 6" DOMESTIC LINE z 0 / =1 m 4" FIRE LINE ryW 10' p83 FU �,in AIR RELIEF o N > �• 10;� , F' � � VALVE �\ A � � �� °, � �J � � � i AIR RELIEF , SCALE 1"=3$' VALVE 10 / cow 28' 20 6" GVog0HA \ \� �I u i I 1.5" METER "" 4 " FIRELINE --_, E STING i IN VAULT / I FHA Qoc z i 2" TYPE K COPPER O i -LATERAL REPLAC " TYPE K COPP ERVICE LATERAL R ' / 1.5" METER Mgk s TEE „ O FDC G GaF 'UJ i IN VAULT i\\\ 2g, @ MN S 1 CROSS X8 y e :.. / 4" FIRELINE J �37 > 10' ; 10'rNFSSE O'R�cG `6'0, Iw- s o = a _ � S -9 \ /: V tiioR ri0� �o_os17oo r_______ Q o FDC, � :::: �r,: , / � ------- OB �FS/OF Ogli� FhO(i 1 z a.° I ALVE' / \ \ SA/y , ` �� `� 4��p Nriq Fj 9hS 1 cn DATE / j- 4" FIRELINE / ^ 8:'XS __, CG's 8" \ / / _. c C qC r 4q S � `3 11/I1/2022 2" TYPE K COPPER :. 1. 2 U a / SERVICE LATERAL :;1$ Sg'S; - \ \ Sq�.. / \. _ 1 DRAWN BY 1.5" METER /� s,' 8"w R/V \ :Y I \ _ M. DENHARD IN VAULT ` Qv #irE' 4" FIRELINE ATF\, 1 �� q� F\`1$' I \ • DESIGNED BY •'c / ,� � /�� 2" TYPE K COPPER SERVICE LATERAL 8"X6" TEE, 8 w \' \ S I \ 1 • M. DENHARD FDC 6" co GV, FHA ,\ I 1 • CHECKED BY L5". METER \� \ IN VAULT AIR RELIEF � ,� i j VALVE VARIABLE WIDTH \"X8' • B. CZCHOCKI ACSA EASEMENT I TEE • • SCALE II ;� r� l ""� i; 5'. L / \ 1„=30' c)/co "o' j to \,�oQs�\ J /rJ \ AN / /co 10 I IV o, 20 12" GV PARK g" GV 12"X8" l I \ 12" GV - TEE i 9' AIN FACILITY � i MAINTENANCE r r V � I 5 f----- W Z ANDACCESS EASEMENT UTFALL 4 ;X --- 20' PUBLIC \ / I ,L U) I ,c i --' 20' PUBLIC r DRAINAGE DRAINAGE yAo" w OUTFALL 5 I,� i 11.25° BEND :':': `1 \ EASEMENT \ EASEMENT \ / _ w 1 I I I I °I < w 115" METER IN VAULT \ 9 C> Y I Il v� ` I I I V n' LL Ic'-.:'. PRE-TREATMENT: t_ I ILL M FACILIT ,2" TYPE K COPPER \ CURB CUT �/'J— NTENAN ', I 06 I SERVICE LATERAL . 39 DISSIPATOR CELL ) J L Q JD AC SS � ENT I lZ 4" FIRELINE i P.) // f \� `j .I /� �, O O FDC ------ \ oy� \ ` Z17 % \ ` UO 18'-1 ::.18•,:. n AIR RELIEF FDC \� ^ S J 1' I IR R EF VALVE o IV I VE \. C O \ 4" FIRELINE �' C [ j �/ �`o FDC 4" FIRELINE OG� _ . _ 2" TYPE K COPPER J < \ Ih n \ ` '� 2" TYPE K COPPER N \ O \ SERVICE LATERAL n SERVICE LATERAL j ^ / III II - i :.:. 1.5" METER �', \ I - _ ' ' / 1.5" METER IN VAULT O ,,'', J IN VAULT cb V) cv, J II �� 7 M9 \ \ Ao 8WA \ \ PARK \: \C i 5 I -- ` ^`, 'I I /r� / l I= \\ c1b 41 i VARIABLE WIDTH .!;:'. _ 5 ACEil ANDENT I I V ^ // / / \/ / I I �/ % ROAD NAME �44�,--------�I 1 H Bryan D. Cichocki Z Lic. No. 53741 1111112022 JOB N0. 49821 SHEET NO. C4.3 X 8" HDPE CONNECTING FOUNDATION DRAINS AND ROOF DRAINS NAD 83 SCALE 1 "=30' 0 30' 60' KEY PLAN 1 8" CLEANOUT W FA IN � III 1• � 1 BEND 1 ,r �►_ ••,�•,c loll K COPPER sp SEE NOTE 1 � \ I \ - 1WIN!LIM VIA r \ '7\ i \ \ NOTE 1: \ C SHADED AREA TO BE CLEARED AND GRADED AND USED FOR CONTRACTOR STAGING AND STORAGE. ASSUMPTIONS HAVE BEEN MADE FOR SWM ON FUTURE IMPERVIOUS AREA FOR THIS DISTURBANCE AND FUTURE IMPROVEMENTS TO BE CONFIRMED BY PLAN AMENDMENT OR UNDER SEPARATE COVER. 1 r= SEE SHEETSC4.13 - C4.17 FOR LOT NUMBERS (rBryan 11 i OV D. Cichoclu \ U Lie. No. 53741 1111112022 \ `SSIONALG ME \ O � U N N N \ > E E a � 3 20' PUBLIC w w 0 DRAINAGE ¢ Lu j 'mo z EASEMENT w —ui O GABION FOREBAY a > o N TOP = 472.75 Z _v 36 -j* VOi w w v)x =N z O FU¢M c ^ .N. / N > Lu /O. / a 00 0 ` > H 2 // Q / UQ < z O DATE _\ j/ �n ✓ 0 1111112022 DRAWN BY } ^ `�/ M. DENHARD /\J /� DESIGNED BY ro �\ !�/ •• M. DENHARD ! �/ / / // • CHECKED BY / ^ \/ / / �ti� / • B. CICHOCKI / J / • • SCALE v / / �J • /\ \IN CROSS TYPE III BARRICADES T�Fv1PORARY EfyD OF ROAD (TO BEY-XTENDED / IN T RE NEXJiPHASE) Efi7D OF OADWlyIC(v1ARYCEF� r I / WITHPARIfANG"$iGNO� L �7 11 M IrJ II W z 1 / /%> \\d�� j �j Ir 1 \ > 1 J 1 L\\' w ` w < H 1 w l I �, \\ II > -i L 0� 06 L_ Z -- \ o F-Z-i u o I Jcoo) rJ • \ It t iu 0 I SN JOB NO. 49821 SHEET NO. C4.4 K a t r O t 3 pa ?Q 20 12N w a� 0 c F- m �d �N a0 0 (If� C7 3 Z ZN o� � a F o� Q§ a OF 7 y J y X C 02 t� 6 cp f� ?leer Bryan D. Cichocki ` \ U Lic. No. 53741 � \ d 1111112022 1 \ _ �SSIONAL �G \ o f o EXISTIN 6 �i \ (o ir FHA S • _ _ _ \ M d9 UGP\ ' > o \\/ EXISTING \ I'V KEY PLAN ¢ U09 z FHA G ^o a a 3: ~O n x X / W � w LL o ®/ i oQ � / oa D / \ ° \\ °c=ia� o \oN - / \NAD83 °. c \� N\••v ' - - F y " \ w aa� .�- a GABI EBY / 3�p0 4*00 P 1 } SCALE 1"= 30' TO9 5 c R=101.91' \ L=1018.08' a' \ \ / 0 30' 60' T=13.34' / \ A=14°54'46" cl� / °. • .-;. �` CB=N18412 �o-/' \� / '�R\Tcc / \ / �� 0 C26. 5 / R=147.40" / q� \ w \ L=1018.08' �<F� / \ 0 T=79.16' l88'44" CB=N18'4646'46"E \ ��O � � I'V EXISTING > w C=139.48' / / \ \,\ / / a\ FHA u /o z �p9•. O DATE R=148.00' � \ r 11DRAWN BY 2 / / \ L=1018.08' / ° w 7 T=20.40 M. DENHARD S,� �O A=15°41'42" w Iti � DESIGNED BY CB=N39°10'17"E C=40.41' •• M. DENHARD R=100.00' \ \ \ \ L=1018.08' "O / • CHECKED BY -� GABION FOREBAY \- T= 13.62' \ � \ TOP = 458.50 \ ` \ d / / • B. CICHOCKI CB=N17°52'54"W XISTING C=27.00' / \ \ \ \ // \` / / \ \ • SCALE 1„=30' o \s60, IL00, / 0 16 fro - - I / \ R=77.00' L=1018.08' y I T=15.. 70' D 0_J4 r C _ CB=N42°51'03"E \- ly -- --- --- v *00 C=30.77' \ \ _ -- R=300.00' SON \ o I I I l �SgIV-may°IT L=558.62' \ o I R=75.00' T=65.22' t I L=1018.08' A=24°31'51" T=16.69' I A=25°05'05" O7 pRIVA ( D m ui N3? 0gS0 0` CB-S C=0127 4fi 1 I CB=N41 °50'07"E �•/ 7g \ �... - - - C=32.5T Q j � I J 8 12+00 PRIVATE ALLEY 2 ®, I 0 13 _ Z -�-� 11+00------- ---------- ® I IY --+- +--___ 130 I F�1 < J R=1415.00' S N _ _ L=634.40' -� I I ;~_ _q >w R=198.00' T=106.72' L=634.40' A=8037'33" Q T=45.29' CB=Nl0038'22"E PI ' BIO #3 C=212.83' L0 A=254614g2_ _ 15+00 30 } � O /CB=N19°12'43"E I R=1420.10' C=88.31' I I I L=634.40' I I T-159.24' �, O U B =T47" SqN_ \`� O U CN2 joo BN21°22'29"E \_ 16tp0 LO Z I \ \ ?6x �w I 7 40 v 30 9 I 3 Vl FL%621A6`' (%13529A� ,E 25 1333 /, G�cs6 63 / d Men 00 _ - _ 1 ■ r. • ►mot ►�� •. C: • pi Bryaei D. Cichocki 17, 5, \ \ U lac. No. 53741 \ \ L=1018.08' \ o GABION FOREBAY q T=13.62' ; \ �' \ I1/11/2022 TOP = 458.50 �p / XISTICB=N 17 2254 O / \ /�SSIONAL NG Gti co M E \ H- LU KEY PLAN O m _ II_ _ , , b • I I / _ UM r r r / I / 16 Z H i .-, 30 x vn oJe 6 p O= C N Z FU¢�6 o -- O83 ^ NEATM w / CURB CUT / // I R=300.00' N o I = DISSIPATOR CELL / I I L=558.62' + I a 0 co SCALE 1"=30' ? I I T=65.22' I ` A=24°31'51" o /pI c I 0 30' 60' / a lv,3 px p CB=S88°08'43"E I S\` — ------ ----- — C — — o IV I L--SIN 12 _ I ,I cx�9PRIVATEALLEY2 Q� L=634.40' SA --I—_ T=106.72' — - -�_ 14+00 8„ - o • Ali / R=198 00" -- mil- _ _ w 4 5.00 L-634.40' AN �- w D T=45.29' 1 ICB=N ry IVAT = a / BIO#3 I A=25°46'14"I � I = � I ----- -- _ tgNLEy2-� 1 Q o I �• - C 212 83' I I 5. C6=N19°12'43rrE I -� _ z C=88.31' j I I __R= 34.400' N �- (n DATE T=159.24' \ \'', A=12047'47" -- 0 1111112022 / o ; o I CB=N21022'29"E ;' } DRAWN BY I I i w i C=316.50' I' M. DENHARD DESIGNED BY ------------- , J _ °' '' • M. DENHARD I- -- - CHECKED BY \ 0 i 9 • B. CZCHOCKI I I • • SCALE • 1 "=30' \ 1 • , • / '```\ ,``` pry, l,I I y � l i ��2g6 �g3 /---- - ------- ---- --- ----- -- SAN ---- - ------------ N - - -- R=1200.00' `-�- r Q L T�46.58' D / / Jg\\ T=298.74' A=26013'13" - '- CL CB=S20 -CB=S5°51'20"E C SA =9o.73' /� n I C=579.79' I r I�', 22 , , - w , , \` %/ — Q TF Jw Z =... OUTFACE 3 \,` '•-, ,,tea Q Q ', ' CLE OUT �� < J GA ION FOREBAYLu �- I I TOP = 431.00 Q 0 . k':...�- -HDR WET POND #1 O �01/� / FODATI ND D O I I � z i OOF AIN I I I — ,,- — C NEC u I I O 2 0000' � SF� Ell PAL USTRINE FORESTED WETLAND (TYP.) 0 V / OUTFALL 1� JOB NO. 49821 SHEET NO. C4.6 17 _ 1 _ J� •' 1 \ �iI • . LLJ af - rag A y• / �� ._ : •• �/ rr •1• 'l JATE AL 2 11 \ r1 DRAWN 1 M.DENHARD 1 DESIGNED BY WIAF� ;� m . ®.CHECKED BY B. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com `1 I :A .Lg S�Z 0,/ �6Z Zp 9> m o o SOUTHWOOD — VILLAGE 4 N n ALn A o\ o DATE o z o COUNTY OF ALBEMARLE, VA w o o m z k o 1.4 r) < A < A { X ROAD PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 103\49821-Southw00d_Village3\DWG\Sheet\CD\Village 4 & 5\49821-103-C4.3-ROAD PLAN.dwg I Plotted on 11/11/2022 6:06 PM I by Tre Bright 0 U) D r P-,-7 4� � I I L i\�'7 1 ! o I I / / r I kf I�Jo 1 I I I I I L I J />1 co �� 11 I ass I IL--, I LJ I I L — — — J 133NN03-SSONO 3N0HdT 1 I— 23+00 77.35 S84°57�15"E _ S S / I / 996 /L—_--- i/ g98 \/ ` \\ / f \ \ 8 \\ 0 1 n N oX rn I 998 I \ G \ \ L_J / � 1 OC6 r 099 � /'\ U o n 1 Ln 0 0 W011 TIMMONS RO P = -4 SOUTHWOOD - VILLAGE 4 rn p M CO m o N ° COUNTY OF ALBEMARLE, VA ROAD PLAN w / o I D. 0 1 Ca m 00 r X 16 00 vG) o rn cu G X :00 P -n m _ �D m OR �p p m n oo D D � z = m D�� C)0c I S I o m N WN --- � Vie! �. 1�— rn X z m �z Op zm j# p Oc r-/ m m D �y z O 02 O D p my X r z m I w \ ,o n I J D A - T "E — N °o 1��G)G)< << I mN mn' m °X°' m rn Cn 1 m �7 X1 -n / p m <� M _ / 0m X rn ---r-- 7 / „ 1 m U D 00 mp i N I ;o -U r I z \ \ 0N 11 /.. fin LDA jp I I II wcrA i _ P N S G-i3 ? 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CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com N N w> o m p� _ ti rn 2 m O o < rn A U) rrI O m cn o o A O z \n IN k o k n rn k DATE Cl) A mm m =n mX m� �m rnCn A Q z AA„8 D rn r- These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking Wthout the express written consent of TIMMONS GROUP. 3821-Southwood_Village3\DWG\Sheet\CD\Village 3\49821-103-C4.9-LOT & EASEMENT PLAN.dwg I Plotted on 11/11/2022 6:08 PM I by Tre Bright ... 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COUNTYOF •LOT i EASEMENT PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 03\49821-Southwood_Village3\DWG\Sheet\CD\Village 3b19821-103-C4.9-LOT & EASEMENT PLAN.dwg I Plotted on 11/11/2022 6:09 PM I by Tre Bright A T1 z 07 Cl) 0 h 2l, M„Zl, lCorn� M„ZI, 1 -----------------, ------------- -„- --------------- - - __.- -- J J < - �. < < 00 V 1.7 IT "----" w �A rn , V N 00 LAto T ""- LA t71 -n -n_ --- 1 I O < `II `I o N , ., I �� , -n - / I IIEC)O rn m_u co z G) C -1m0 I III r�! _[111 INN M] jj W# IMP��.� �N ••4 / ANN LOA cl)GD� D> / zzmm 3n Q0 m� --i D ? rn / D Z / MITI m /71 71 / I: 3 I M„01 J I, poll FAMAw II W-A �•`�`/ �� .,may d��.y�•0y--...: T MMONS ROUP 44 j SOUTHWOOD - VILLAGES 3 & 4 n m p CO z N . COUNTY OF ALBEMARLE, VA LOT & EASEMENT PLAN �< O% W n k Wes■ W co 0) - 00 � In m n D m r5�mr � m m m D n o D G> 71 m z � D X z D G7 m m G) z m O m z 9 n D ami m z M � m z fn /n m 9 m z THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION p 0 tmn p \ II = m 2 z 2\ O 1 O M O ti I'll O j 1 z m O m N O O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. V 2 \ I t 9 cn \ P ° ti \ O �60 FpgCF � 74 r c O a o o soo Cb PQ • \ \ 0 , uo _ 2207 SF ; vv v 4Q �� o ¢ n n o� cn V4-16 \ \ �J'I S N > 2207 SF ' \ \ L� '� jj SCALE 1„_3Q, — v 00 V415 0' - � 0 '� 30' M r \ \ i aE1 / \� 2208 SF v v v V4-28 ---��._ �, EXISTING 3848 SF V4-29 - FHA 2027 SF V4-30 _ �\ , III '\� i M 0 er 3744 SF �\ \ \ \\ \ / " 2028 SF V4-31 o 2058 SF V4 32 2027 SF V4-33 V/N/w—ZFrN2GpRFF� RG�qeN o i 2027 SF wa434 tilQ ooF- 2027 SF V4 35 z / - V4-13 \ \ \ \\ \ \ \ \\ \\ \\ \\ \ \ i " 2028 SF V4-36 DATE tir y/4 0 \ \ \ \ ` \ \ \ \ 3305 SF �//AG S 4C/OFr�C rRs 1 > / 3851 SF \ \ \ \ \ \ \ \' 3 4 1 \ \ \ \ \\ \\ \\ \ \ \ \ \ / / 0 4g s 1 1 =0 1111112022 DRAWN BY V4 M. DENHARD \ \ \ \ \ \ \ \� \ \ \ 1 • DESIGNED BY c V4 11 \ \ \\ \ \ 3473 SF oGr\ \` \ \ \� \\ \\ \\ \ ► • M. DENHARD 2123 SF \ \\\ \ \ \ \ \ \ \ \\ \\ \\ \\ \ \\ \\ I I i • CHECKED BY OD V4-26 ✓; \L� \ \\ \\\ \\ \\ \\ \\ \ • B. 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CHARLOTTESVILLE OFFICE 0�4 • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTIMMONS ROUP �w p a a d x (7 un m o SO UTH WOO D VILLAGES 3& 4 N n m O DATE REVISION DESCRIPTION r� N x C31 -mi 00 p1 li n 2 z 2 i v'y�2 hJ ao Z N o COUNTY OF ALBEMARLE, VA o m o n n� o m �. n � A A 2 yINI DETAILED GRADING PLAN o j o N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. oaiusweocroomnw000-vmageswvvuioneenwivmage n a oweocr,ua-uo.o-ue i miLeu uKAuavu ru muwg 1 rioaeo on _i-u_i-ueu" o:ci rm I oy re ongn[ - /aL- //\ N7 / :--A-- z- / / , \ \ \ \ 1 I I I I I 1 I / , / , I 1 1 I \ \ \ \\ CI it I / n,- 1. 1 \ o ➢O ! ) � 7 — i wIT Z Wo IT - / / /� / \ , 1 , I I 1 1 1 �, _ o // // // / �/ \\ \\ \ I , \ I I I 11 11 I 1 11 I 1 , \ , \ \\ \l- 11/// / /l 11 I m / \\ \ 11 1 1 JI I I / I I I 1 I I I / I- �, / 1�, It Q1 , \ 1 1 I IC I 1\ \\ \ \\ \ \ \\ 1\ I Il \1.� / I I I I I I Iy%rl I--- 7 _ `✓'_I- _ ;�% on —I� I 1 'I I I 1 1 \ 11 II I'I 11 11 1 I I I I \ I I I I I I W r� \ I _1 \ `�- — _ �' r—� \ \ I \ \ 1 , , \ \ \ \ \ \ \ \ \ \ \ 1j1r- / / / I I , I 1 1 \ 1 I , 1 I \ 1 1 . \ \ \ ` \ " ` 'C 41 \\ , L- �. ff `^\�1\.\\I v, '1 I I /III\11\ \ \ \ \\`\ \\ 11'y\I`I' I I A I I I 1 1 1 -M�"�—��M _ \ � 1\ � _ i 1 \ \` \v \ \ \ / I> -' 'i_ Vic) / 'I I `\ \I /1 1\ \\\ � \\\\\ \ / I I I �. �' / / D \- I \ 4S9 \ I /\ / O / if , / // ' /� - II I I I 11 l l rn f / / / / //' \ \ \ 463 L / � — , I 4j y —dvn �x-� T� —din / 3 srs —don — 1 I c I 1 I s \ W T � I m Om , 1 I A i/ /• — / Z D / N r 1 \ \ ` \ \` \ \ I - I o i io +p, /� / / / / =�m0a I \ \ I I m 1 [Tn1 �p J V \ -mu z I I I r�rr rl_J _ \ — - C' / A 0 . _ _ L — - J _ _ , -111N00-5�S02� 10_ - - -- -- - -- OHd3 M v / _ - -9-JC 74 J--_ �o NR\` \\\ -- I 1 T m m co,\ c) m 91;T IT 0`k �-I D \ \ I J / - cn N \1 \: rh \ \', m Ip r �c°.A? \ \ I \r , �' •�A\I•A� - � O k- / \ \ I ` I� I � ' I/ / Y �`\ \ 1 n I I '0. � I �\ 1 n_� I N t� I I , Z m � r \ 1 \ - . • .: \ A / / A\\// l ��\ I\I ` \__-/ I 1 , �� , c ��m lk -,\ cn N / l -�_ Y, \ C L �--1 � �ci �" O \ \ � ''. 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CHARLOTTESVILLE OFFICE 0�a • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �� w O o 9 \ o 0m o SO UTH WOO D _ VILLAGES 3& 4 u n m N O DATE REVISION DESCRIPTION r� N x o IQ io Z o COUNTY OF ALBEMARLE, VA o b o o n M n z 0 m f �k MINI �C DETAILED GRADING PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. �TH,op � Bryan D. Cichocki Z U Lic. No. 53741 1111112022 yt� SSIONAL M E O 0 � U N UI INLET CALCULATIONS: >E �Lv3 ROUTE PROJECT Southwood Villages 3&4 DESIGNER: MD DATE 11/11/2022 ¢ a o 3 CHECKED: UNITSENGLISH w LL W L M Q< J U W Z w - ui O d d (� W NR � Z_ H ? 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0.0100 0.0208 2.633 2.000 0.75959 0.0833 4.00481 0.996 3.50 0.1458 0.1661 3.969 6.000 1.512 1.000 0.460 0.000 2.157 534 DI-3B 6.000 0.340 0.75 0.255 O'RIQ3T 0.255 4 1.02 0 1.020 0.0100 0.0208 5.215 2.000 0.38351 0.0833 4.00481 0.872 350 0.1458 0.1479 5.945 6.000 1.009 1.000 1.020 0.000 2.802 536 DI-3B 6.000 0.280 0.75 0.21 O'RIQ3T 0.21 4 0.84 0 0.840 0.0100 0.0208 4.565 2.000 0.43812 0.0833 4.00481 0.915 3.50 0.1458 0.1542 5.344 6.000 1.123 1.000 0.840 0.000 2.640 538 DI-3B 8.000 0.130 0.75 0.0975 O'RICdiT 0.098 4 0.392 0.573 0.965 0.02R0 0.0208 3.348 2.000 0.59737 0.0833 4.004R1 0.978 3.50 0.1458 0.1634 7.451 8.000 1.074 1.000 0.965 0.000 2.336 540 DI-3B 4.000 0.940 0.75 0.705 O'RIQiT 0.705 4 2.82 0 2.820 0.0300 0.0208 6.868 2.000 0.29121 0.0833 4.00481 0.756 3.50 0.1458 O.liil 13.621 4.000 0.294 0.465 1.312 1.508 3.214 542 DI-3C 6.000 0 4 0 0.047 0.000'RI 0.490 0.85 0.4165 0.417 4 1.668 0 0.0500 0.0400 3.188 2.000 0.62735 0.0833 2.0825 3.04 1715 0.0500 6 1.715 2.1R3 0.320 0.333 0.960961 4.183 4.547 544 DI-3B 4.000 0.250 0.80 0.2 O'RICd-IT 0.2 4 48 0 0.800 0.0400 0.0208 2.201 2.000 0.90R68 0.0833 4.004R1 1.000 3.50 0.1458 0.1666 7.575 4.000 0.52R 0.741 0.593 0.207 2.049 607 DI-3C 6.000 0 4 0 0 O.000RI 0.220 0.80 0.176 0.176 4 0.704 0 0.0200 0.0208 2.881 2.000 0.6942 0.0833 4.00481 3.50 0.704 0.0200 6 0.704 1.205 0.166 0.333 0.498498 3.205 4.829 609 DI-3B 8.000 1.000 0.52 0.52 O'RICil-IT 0.52 4 2.OR 0.297 2.377 0.0200 0.0208 6.987 2.000 0.28625 0.0833 4.004R1 0.748 3.50 0.1458 0.1299 11.286 R.000 0.709 O.R92 2.119 0.258 3.244 611 DI-36 6.000 0.270 0.53 0.1431 O'RIQ3T 0.143 4 0.572 0 0.572 0.0200 0.0208 2.234 2.000 0.89526 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.345 6.000 1.123 1.000 0.572 0.000 2.058 612 DI-3C 6.000 0 4 0 0 O.000RI 0.250 0.80 0.2 0.2 4 0.8 0 0.0200 0.0208 3.286 2.000 0.60864 0.0833 4.00481 3.50 0.800 Q0200 6 O.R00 1312 0.166 0.333 0.498498 3.312 5.25R 613 DI-36 6.000 4740 0.60 0.444 O'RIgiT 0.444 4 L776 0 1.776 0.02W 0.0208 A932 2.000 0.33715 0.0833 4.00481 0.821 3.50 0.1458 0.1406 9.524 6.000 Q630 Q833 1.479 0.297 2.981 615 DI-3C 6.000 0 4 0 0.258 O.000RI 0.330 0.58 0.1914 0.191 4 0.764 0.079 0.0200 0.0208 3.453 2.000 0.57921 0.0833 4.00481 3.50 1.101 0.0200 6 1.101 1.624 0.166 0.333 0.498498 3.624 6.507 617 DI-36 4.000 0.078 0.90 0.0702 O'RICiliT 0.07 4 0.28 0.088 0.368 0.0100 0.0208 1.987 2.000 L00654 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.607 4.000 L109 1:000 0.368 0.000 1.986 619 DI-3B 4.000 0.310 0.30 0.093 O'RIQ-IT 0.093 4 0.372 0 0.372 0.0100 0.0208 1.995 2.000 1.00251 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.623 4.000 1.104 1.000 0.372 0.000 1.994 624 DI-3B 6.000 0.040 0.85 0.034 O'RIQ-IT 0.034 4 0.136 0.038 0.174 0.0500 0.0208 1.110 2.000 1.8018 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.267 6.000 1.406 1.000 0.174 0.000 1.110 626 DI-3B 8.000 0.450 0.63 0.2835 O'RI(3IT 0.284 4 1.136 0 1.136 0.0500 0.0208 2.945 2.000 0.67912 0.0833 4.00481 0.990 3.50 0.1458 0.1652 9.433 8.000 0.848 0.966 1.098 0.038 2.235 628 DI-3B 6.000 0.630 0.60 0.378 O'RICd-IT 0.378 4 1.512 0 1.512 0.0100 0.0208 6.596 2.000 0.30321 0.0833 4.00481 0.775 3.50 0.1458 0.1338 7.448 6.000 0.806 0.948 1.433 0.079 3.146 630 DI-3B 6.000 0.250 0.80 0.2 O.000RIGHT 0.2 4 0.8 0 0.001 0.0208 8.593 2.000 0.23275 0.0833 4.00481 3.50 0 4 0 0 0.800 0.001 6 0.800 1.312 0.166 0.333 0.498498 3.312 5.258 632 DI-3C 8.000 0 4 0 0 O.000RI 0.290 0.58 0.1682 0.168 4 0.672 0 0.0200 0.0208 2.735 2.000 0.73126 0.0833 4.00481 3.50 0.672 0.0200 8 0.672 1.030 0.166 0.333 0.498498 3.030 4.126 702 DI-3B 4.000 0.110 0.80 0.088 O'RICd-IT 0.088 4 0.352 0 0.352 0.0150 0.0208 1.811 2.000 1.10436 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.998 4.000 1.001 1.000 0.352 0.000 1.811 �TH,op � Bryan D. Cichocki Z U Lic. No. 53741 1111112022 yt� SSIONAL PIPE CALCULATIONS: m E O 0 � U N UI es 3&4 PROJECT: LD-347 DESIGNED BY: LD-229 PROJECT: Southwood Villages 3&4 Designed by: Southwood Villages STORM SEWER DESIGN COMPUTATIONS LOCATION: LD-347 E w ° E COUNTY: Albemarle Checked by: Checked: w 3 INCIDENCE PROBABILITY 10 Year U w 3 STORM FREQUENCY 10 ¢ LL U.o 3 UNITS ENGLISH O L M Q� j U W Z - ui O a � oN v d (J W � r K Z H � r U ?i O ¢ w LL 0 0 Q i N Z =v>� O_ F c ^ Ul N i M a� o w � H UI M O x (7 O x H 0 w w w = Q Q z O cn DATE 1111112022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CZCHOCKI • • SCALE • 1 "=30' M'^ W z0 Q > Q J J D � � U >wa tb Q U ' O LLJ Z J O Z OU 06 w (0 V / JOB NO. 49821 SHEET NO. C6.11 a0 r aLL r a7 r PIPE FROM POINT TO POINT DRAIN. AREA "A""C"CA (3) RUNOFF COEFF. (4) CA TOTAL EVLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIMENO Min.(1)(2) (17) RIMARKSAcre (18) TINCREALCACUM ADDTL UPPER END (10) LOWER END (11) REFERENCE STA. REFERENCE STA. 101 102 100 0.000 0.000 0.000 L235 0.000 6.397 6.116 7.553 453.030 452.688 68.497 0.005 18.000 Circular 8.045 0.004 5.189 0.220 Sized for 10-year flow from Bio #1 (7.83 cfs) 103 104 102 0.000 0.000 0.000 1.235 1.235 6.000 6.230 7.694 453.750 453.131 123.798 0.005 18.000 Circular 8.045 0.005 5.197 0.397 Sized for 10-year flow from Bio #1 (7.83 cfs) 106 107 STR (307) 0.410 0.390 0.160 0.767 0.000 6.627 5.344 4.101 458.156 458.000 20.800 0.008 15.000 Circular 6.059 0.003 5.316 0.065 108 109 107 0.200 0.450 0.090 0.608 0.000 6.210 5.467 3.321 461.292 458.260 173.249 0.017 15.000 Circular 9.255 0.002 6.935 0.416 110 111 109 0.690 0.750 0.518 0.518 0.000 6.000 5.551 2.873 462.863 461.390 84.148 0.018 15.000 Circular 9.255 0.002 6.668 0.210 201 202 STR (291) 0.040 0.800 0.032 0.064 0.000 6.287 6.147 0.393 448.716 448.450 53.215 0.005 15.000 Circular 4.566 0.000 2.282 0.389 203 204 202 0.040 0.800 0.032 0.032 0.000 6.000 6.230 0.199 448.981 448.820 32.152 0.005 15.000 Circular 4.566 0.000 1.866 0.287 206 206 205 0.090 0.780 0.070 0.123 0.000 6.247 6.158 0.756 457.582 457.500 16.439 0.005 15.000 Circular 4.566 0.000 2.759 0.099 207 208 206 0.070 0.750 0.053 0.053 0.000 6.000 6.230 0.327 457.840 457.680 31.974 0.005 15.000 Circular 4.566 0.000 2.162 0.247 301 302 300 0.050 0.350 0.018 0.190 0.000 6.231 6.163 1.168 449.948 449.150 79.752 0.010 12.000 Circular 3.858 0.001 4.314 0.308 303 304 302 0.430 0.400 0.172 0.172 0.000 6.000 6.230 1.072 451.065 450.050 67.693 0.015 12.000 Circular 4.725 0.001 4.877 0.231 306 305 307 0.000 0.000 0.000 0.000 0.000 0.000 5.000 0.000 440.750 440.188 28.086 0.020 15.000 Circular 9.894 0.000 0.000 0.000 Sized for 10-year flow from Bio #2 (6.75 cfs) 401 402 STR (290) 0.090 0.840 0.076 0.076 0.000 6.000 6.230 0.471 446.643 446.207 21.765 0.020 12.000 Circular 5.457 0.000 4.264 0.085 403 404 74 0.000 0.000 0.000 0.000 0.000 0.000 5.920 0.000 447.250 446.253 66.462 0.015 15.000 Circular 8.568 0.000 0.000 0.000 Sized for 10-year flow rate from Bio 43 (3.43 cfs) 501 502 500 0.000 0.000 0.000 0.000 0.000 0.000 5.000 0.000 426.647 425.323 66.188 0.020 36.000 Circular 94.327 0.000 0.000 0.000 Sized for 100-year flow from Wet Pond #1 79.09 cfs SOS 506 504 0.000 0.000 0.000 4.453 0.000 7.669 5.779 25.736 432.360 432.000 18.016 0.020 24.000 Circular 31.989 0.013 11.350 0.026 507 508 506 0.000 0.000 0.000 4.453 0.000 7.638 5.787 25.771 434.914 433.979 26.695 0.035 24.000 Circular 42.317 0.013 14.159 0.031 509 510 508 0.000 0.000 0.000 4.453 0.000 7.583 5.801 25.831 439.681 437.721 49.005 0.040 24.000 Circular 45.239 0.013 14.908 0.055 511 512 510 0.610 0.800 0.488 4.453 0.000 7.477 5.827 25.950 446.550 442.750 94.988 0.040 24.000 Circular 45.239 0.013 14.924 0.106 513 514 512 0.200 0.720 0.144 2.139 0.000 7.390 5.849 12.513 451.361 450.375 49.325 0.020 18.000 Circular 14.852 0.014 9.444 0.087 515 516 514 0.330 0.690 0.228 1.995 0.000 7.257 5.883 11.739 453.280 451.793 74.390 0.020 18.000 Circul N W 01 5 0 INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. Dt4. FIFE Do (In) DESIGN DISCH. Qo (CFS) LENGTH RPE Lo (Ft) FRICTION SLOPE Sfo (FT/Ff) FRICTION LOSS Hf (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface 9evation Rim Bev Cormients Vo He (Ft) Qi Vi QiVi Vi*2/2g Hi Angle Fib Ht 1.3 Ht 0.5 Ht 102 10+68.50 453.89 18 7.55 68.5 0.44% 0.3 5.19 0.1 7.69 5.2 39.99 0.42 0.15 90.08 0.29 0.54 0 FALSE 0.85 454.73 460.03 OK -5.29 104 11+92.30 454.73 18 7.69 123.8 0.46% 0.57 5.2 0.1 0 0 0 0 0 0 0 0.1 0 FALSE 0.67 455.4 458.5 OK -3.09 107 10+24.79 459 15 0 20.8 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 FALSE 0 459 461.65 OK -2.65 109 11+g$.04 459.26 15 0 173.25 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 FALSE 0 459.26 466.91 OK -7.65 111 12+82.19 462.39 15 0 84.15 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 FALSE 0 462.39 467.47 OK -5.08 202 11+29.77 449.45 15 0.39 53.21 0.00% 0 2.28 0.02 0.2 1.87 0.37 0.05 0.02 47.68 0.03 0.07 0.09 FALSE 0.09 449.54 455.68 OK -6.14 204 10+87.69 449.82 15 0.2 32.15 0.00% 0 1.87 0.01 0 0 0 0 0 0 0 0.01 0.02 FALSE 0.02 449.84 455.82 OK -5.99 206 10+20.44 458.5 15 0.76 16.44 0.01% 0 2.76 0.03 0.33 2.16 0.71 0.07 0.03 13.41 0.01 0.07 0.09 FALSE 0.09 458.59 461.65 OK -3.06 208 10+52.40 458.68 15 0.33 31.97 0.00% 0 2.16 0.02 0 0 0 0 0 0 0 0.02 0.02 FALSE 0.02 458.7 461.63 OK -2.92 302 10+83.79 450.15 15 1.17 79.75 0.03% 0.02 4.24 0.07 1.07 4.78 5.12 0.35 0.12 79.97 0.23 0.43 0 FALSE 0.45 450.E 453.29 OK -2.69 304 11+51.48 451.05 15 1.07 67.69 0.02% 0.02 4.78 0.09 0 0 0 0 0 0 0 0.09 0.12 FALSE 0.13 451.18 455.75 OK -4.57 305 10+28.09 441.19 15 6.75 28.09 0.93% 0.26 8.7 0.29 0 0 0 0 0 0 0 0.29 0 FALSE 0.55 441.74 450 OK -8.26 402 10+21.87 447.01 12 0.47 21.77 0.01% 0 4.26 0.07 0 0 0 0 0 0 0 0.07 0.09 FALSE 0.1 447.1 455.5 OK -8.39 404 10+66.86 447.25 15 3.49 66.46 0.25% 0.17 6.64 0.17 0 0 0 0 0 0 0 0.17 0 FALSE 0.34 447.59 455.25 OK -7.66 506 10+24.10 433.E 24 25.74 18.02 1.29% 0.23 11.35 0.5 25.77 14.16 364.88 3.11 1.09 94.66 2.18 3.77 0 FALSE 4 437.6 440.06 OK -2.46 508 10+50.79 437.E 24 25.77 26.7 1.30% 0.35 14.16 0.78 25.83 14.91 385.09 3.45 1.21 35.56 1.48 3.47 0 FALSE 3.82 441.42 444.26 OK -2.84 510 10+99.78 441.42 24 25.83 49.01 1.30% 0.64 14.91 0.86 25.95 14.92 387.28 3.46 1.21 76.75 2.28 4.36 0 FALSE 4.99 446.41 448.53 OK -2.12 512 11+94.77 446.41 24 25.95 94.99 1.32% 1.25 14.92 0.86 12.51 9.44 118.17 1.38 0.48 91.23 0.97 2.32 0 FALSE 3.57 449.98 458.85 OK -8.87 514 12+44.41 451.57 18 12.51 49.32 1.42% 0.7 9.44 0.35 11.74 9.34 109.63 1.35 0.47 27.76 0.47 1.29 0 FALSE 1.99 453.57 459.68 OK -6.11 516 13+18.74 453.57 18 11.74 74.39 1.25% 0.93 9.34 0.34 10.5 9.97 104.69 1.54 0.54 52.02 0.77 1.65 0 FALSE 2.58 456.15 461.23 OK -5.08 518 14+50.67 456.15 18 10.5 132.05 1.00% 1.32 9.97 0.39 7.14 8.35 59.6 1.08 0.38 50.76 0.54 1.31 1.7 FALSE 3.02 459.17 464.73 OK -5.56 520 15+02.26 459.17 18 7.14 51.67 0.46% 0.24 8.35 0.27 7.16 8.26 59.11 1.06 0.37 12.05 0.14 0.78 0 FALSE 1.02 460.18 465.81 OK -5.63 522 15+41.29 460.18 15 7.16 35.48 1.23% 0.44 8.26 0.26 3.77 7.54 28.44 0.88 0.31 74.62 0.54 1.11 0 FALSE 1.55 461.73 466.83 OK -5.1 524 15+77,14 461.73 15 3.48 35.85 0.25% 0.09 7.36 0.21 0.75 5.15 3.85 0.41 0.14 0 0 0.35 0.46 FALSE 0.55 462.28 467.29 OK -5.01 526 18+18.22 462.81 15 0.75 241.08 0.01% 0.03 5.15 0.1 0 0 0 0 0 0 0 0.1 0.13 FALSE 0.16 462.97 472.68 OK -9.71 530 10+60.23 450.93 15 6.28 59.26 0.95% 0.56 6.01 0.14 5.48 5.92 32.42 0.54 0.19 75.02 0.36 0.69 0 FALSE 1.25 452.18 459.21 OK -7.03 532 10+99,67 452.18 15 5.48 39.49 0.72% 0.28 5.92 0.14 3.7 5.45 20.18 0.46 0.16 84.28 0.3 0.6 0.78 FALSE 1.07 453.25 459.19 OK -5.95 534 12+85.95 453.25 15 3.7 186.27 0.33% 0.61 5.45 0.12 2.4 4.88 11.71 0.37 0.13 62.78 0.21 0.45 0.59 FALSE 1.2 454.45 461.73 OK -7.29 536 13+25.29 454.45 15 2.4 39.34 0.14% 0.05 4.88 0.09 0 0 0 0 0 0 0 0.09 0.12 FALSE 0.17 454.62 462.04 OK -7.41 538 10+59.49 452.55 15 5.03 59.4 0.61% 0.36 9.89 0.38 4.45 8.61 38.34 1.15 0.4 3.13 0 0.78 0 FALSE 1.14 453.69 459.33 OK -5.64 540 11+22.84 455.71 15 4.45 63.35 0.47% 0.3 8.61 0.29 0 0 0 0 0 0 0 0.29 0.37 FALSE 0.68 456.38 462.35 OK -5.97 542 11+04.08 461.73 15 3.77 104.05 0.29% 0.3 7.54 0.22 1.25 7.06 8.8 0.77 0.27 43.76 0.33 0.82 1.07 FALSE 1.37 463.11 469.3 OK -6.2 544 12+60.60 465.11 15 1.25 157.68 0.03% 0.05 7.06 0.19 0 0 0 0 0 0 0 0.19 0.25 FALSE 0.3 465.41 479.68 OK -14.26 607 10+54.41 456.77 15 9.99 50.41 2.39% 1.21 10.27 0.41 7.92 6.46 51.17 0.65 0.23 53.59 0.32 0.96 0 FALSE 2.16 458.94 470.87 OK -11.93 609 11+89.74 463.9 15 7.92 135.13 1.50% 2.03 6.46 0.16 3.64 7.35 26.75 0.84 0.29 27.26 0.25 0.71 0.92 FALSE 2.95 466.85 473.49 OK -6.64 617 11+01.21 466.85 15 1.25 100.46 0.04% 0.04 4.08 0.06 0.83 3.63 3.01 0.2 0.07 49.7 0.1 0.24 0.31 FALSE 0.35 467.2 472.58 OK -5.38 619 11+52.52 467.2 15 0.83 51.32 0.02% 0.01 3.63 0.05 0 0 0 0 0 0 0 0.05 0.07 FALSE 0.07 467.28 474.55 OK -7.27 615 10+34.60 461.9 15 1.7 34 0.07% 0.02 7.31 0.21 0 0 0 0 0 0 0 0.21 0.27 FALSE 0.29 462.19 470.87 OK -8.69 611 12+79,59 467.84 15 3.64 89.85 0.32% 0.29 7.35 0.21 2.77 6.82 18.87 0.72 0.25 38.37 0.31 0.77 1.01 FALSE 1.29 469.13 476.07 OK -6.94 613 13 19.87 469.96 15 2.77 40.28 0 0.18/0 0.07 6.82 0.18 0 0 0 0 0 0 0 0.18 0.23 FALSE 0.31 470.27 476.55 OK 6.28 622 10+40.55 457.E 24 16.47 34.47 0.45% 0.16 10.91 0.46 14.35 9.93 142.42 1.53 0.54 89.58 1.07 2.07 0 FALSE 2.22 459.82 465.7 OK -5.87 624 11+15.46 459.82 24 14.35 74.91 0.40% 0.3 9.93 0.38 10.27 6.72 69.05 0.7 0.25 41.04 0.3 0.93 0 FALSE 1.23 461.06 470.32 OK -9.26 634 11+18.10 461.7 24 10.27 116.71 0.21% 0.24 6.72 0.18 10.42 7.58 79.01 0.89 0.31 10.79 0.12 0.6 0 FALSE 0.84 462.54 474.92 OK -12.38 636 12+57.18 462.83 24 10.42 139.07 0.18% 0.25 7.58 0.22 0 0 0 0 0 0 0 0.22 0 FALSE 0.47 463.3 472.75 OK -9.45 630 10+40.55 459.82 15 2.26 74.54 0.12% 0.09 4.81 0.09 1.05 3.88 4.07 0.23 0.08 98.1 0.16 0.34 0.44 FALSE 0.53 460.35 465.67 OK -5.32 632 10+40.55 460.35 15 1.05 31.99 0.03% 0.01 3.88 0.06 0 0 0 0 0 0 0 0.06 0.08 FALSE 0.08 460.44 465.72 OK -5.29 626 11+73.68 464.96 24 4.1 58.18 0.03% 0.02 7.01 0.19 2.35 5.96 14.04 0.55 0.19 59.21 0.31 0.69 0.9 FALSE 0.92 465.88 475.14 OK -9.26 628 12+13.66 466.22 24 2.35 39.95 0.01% 0 5.96 0.14 0 0 0 0 0 0 0 0.14 0.18 FALSE 0.18 466.4 475.18 OK -8.78 21 m 2 202: DI-313 6 ft Throat d m STA 10+55.54 TOP 455.60 m INV IN 448.82 (203) _ INV OUT448.72 (201) 0 0 o U n L v H _ O O> o00 M O m O 'M C mN0'n O M EX- cn 0 O00 -oc�o,LO .-�00� mrn�F STA 10+00 inr�°' m0+°uniF goal_ Boaz 0 °r�v0 TOP454.88 0 oF0> N�(L om0Z gF0> INVIN 448.45(201) $�Oz ��z z �r��z /NVOUT448.35(145) �'��- 4713 470 dB5 EXISTING GRADE PROPOSED GRADE 465 i - 465 1 / / PROPOSED ER / LINE 460 460 1 / v 1.33' 455 455 103 1.6 101 123.80' OF 68.50' O 18" HDPE 450 18" HDP % 1 450 @ 0.5 d 8" SANITARY PVC 3-20 445 445 440 440 N O CO 9+50 ,D+DD 012+00 STR. 1001+STR. 104 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 300: ES-1 for 12 inch Pipe STA 10+04.00 TOP 450.25 INV IN 449.15 (301) ARn i O m = rn Oi nr�o 000 N O V 00LO LO ~ vz O v¢(L > U)�z z Gf:Ttl EXISTING GRADE PROPOSED GRADE 455 455 450 450 903 70.07' OF 3' 15" HDPE 1 @ 1.45% 445 445 301 8" SANITARY 79.75' OF PVC 6-7 15" HDPE @ 1.00% 440 440 435 435 � h h v v v v 9+50 10+00 11+00 STR. 300 - STR. 304 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Fml (STING 460 GRADE 460 PROPOSED GRADE r / 455 455 PROPOSED WATER LINE 1' MIN. 450 203 450 W201 53.21' OF 32.15' OF 15" RCP 15" RCP 445 @ 0.50% @ 0.50% 445 8" SANITARY 440 DIP 1-2 440 435 435 � N h v a 12+50 9+50 �+00 STR.146 - STR + 00 EX. 307: MH-1 STA 10+00.00 TOP 450.02 INV IN 440.19 (306) INV OUT 440.05 (139) 455 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 305: 18" Basin - Circular Grate STA 10+28.09 TOP 450.00 INV OUT 440.75 (306) 455 PROPOSED GRADE 450 450 J 445 ' 445 EXISTING GRADE 440 440 V306 28.09' DF 435 435 @ 2.0 % 430 430 ro R a 12+00 9+50 10+00 11+00 STR. 305 - STR. 307 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 105: ES-1 for 15 inch Pipe STA 10+04.00 TOP 459.38 INV IN 458.00 (106) 475 L m L m U L O C V L O O o O U CN m C m CD C Q) N 0) 00 Na0 - Nr - + m + CO 1_ M} °O I� NOzO C4 It Q C) 1 VV 0 0 �zza o �zz �UzHV 475 EXISTING 470 GRADE- 470 PROPOSED GRADE 465 465 110 460 8415 F 460 108 15 @1, 0 5/0 73 25' OF 106 15„ HOPE 20.80' OF @ 1,75% 15" HDPE 455 455 450 450 445 445 N O cp O � CO a v a v v a 11+50 9+50 10+00 11+00 12+00 STR.105 -STR. 111 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 f0 O EX-234 ^ c(o, STA 10+00 m a° o v EX 236 RAISE TOP 449.94 cco N , STA 10+00 INV IN 444.71 (235) p o v O Oj TOP 450.14 INVIN 446.21 (401) i� ¢ d INV IN 446.2 (403) INV OUT 444.61 (233) v U~j OF z INV OUT 445.71 (235) 460 460 465 RAISE EX. STORM STRUCTURE TO FINISHED GRADE &INSTALL SOLID LID EXISTING GRADE 455 455 450 I 450 PROPOSED GRADE 445 1 445 401 21.77' OF 12" HDPE @ 2.00% 440 440 435 I 435 rn 7 a 11+50 9+50 10+00 11+00 EX. STR. 234 - STR. 402 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 RAISE EX. STORM STRUCTURE TO FINISHED GRADE 13+00 14+00 NOTES: 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. 2. A z" STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP MANHOLES WITH A DROP OF 4' OR GREATER. 3. SAFETY SLABS SHALL BE INSTALLED IN MANHOLES PER VDOT SPECIFICATIONS. i0 0 2 r- CIA F N 00 00 u� r 205: ES-1 for 15 inch Pipe m o v m v STA 10+04.00 M _ N +o v 208: DI-3B 6 ft Throat TOP 458.88 0 c" v z O - STA 10+52.40 INV IN 457.50 (206) o d O > > TOP 461.45 470 N u) H ? z INV OUT 457.84 (207) 470 EXISTING GRADE \ 465 465 PROPOSED GRADE 460 460 455 455 206 16.44' OF 31.97' OF 15" RCP 15" RCP @ 0.50% @ 0.50% 450 450 445 445 CO O v CO v 9+50 10+00 11+00 11+50 STR. 205 - STR.208 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 a� a a U N M O 0 w ~ v 0 o co 0 802: DI-3B 4 ft Throat m g v 0 404: 12" BASIN -CIRCULAR GRATE o Mo °r' STA 11+79.68 m STA 10+66.86 w 0 v z TOP 486.76 p � a Z) O TOP 455.25 0 ¢ a INV IN 480.10 (803) ¢ o P O0 INV OUT 447.25 (403) 0 z INV OUT 480.00 (801) coo z 465 dQ� 460 460 PROPOSED GRADE \r- 455 455 / EXISTING / GRADE 450 450 403 445 ar, 46 OF 445 15" HDP @ 1.50 440 440 O N �"v v 9+50 10+00 11+00 11+50 EX. STR. 236 - STR. 404 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 PROFILE SCALE 490 490 GRADE EXISTING GRADE J� 485 / 485 / 480 SO 480 WE 801 32.2 OF 175.63' OF 15 Cp 15" HDPE @ 1 0% @ 0.5 % 475 475 470 1 470 R R h R R 9+50 10+00 11+00 12+00 STR. 800 - 804 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 Bryan D. Cichocld Uc. No. 53741 1111112022 ^� E 0 N OV N � > E w vE ¢r+" 3 LL 0 LL t° ww m 4 W U 00 a j O W J -Li > 0 N N v x �_< �Q �v U v N H a C Ui O 0) N � M a� O] J 0� am O w t7 i i DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN ca VM'� / W Q > w J LL J lL H � 0 co \ / co J Q LL }O Ify Z 0 O 00 U) 2 0 V / JOB NO. 49821 SHEET NO. C7.0 512: DI-3C 1Oft Throat �YH 0 STA 11+94.77 520: DI-313 6 It Throat 5- TOP 458.85 STA 15+02.26 506: MH-1 INV IN 450.37 (513) TOP 465.81 40i,/�j� V_� STA 10+24.10 INV IN 451.55 (537) INV IN 458.48 (521) Bryan D. Cichocld Z TOP 440.06 INV IN 449.93 (529) INV OUT 458.38 (519) `-' INV IN 433.98 (507) INV OUT 446.55 (511) 522: MH-1 11c. No. 53741 ,STA 15+41.29'1- INV OUT 432.36 (505) TOP 466.83 0 �fo 11/I1/2022 0 0 o m M m "' io INV IN 460.24 (541) m N 0 50 t� G� CD ,� o n V o 1; V o rn v o V PROFILE SCALE SSI o V t t t INV IN 459.35 (523) L ONAL H V (D H V 00 H v F fM m V rn oo m cn c i m INV OUT 459.25 (521) o0 to N r l° Qj m OD I� N � In � m r i � M � °'� � � ao ^ u0 ^ M M o �O r)'�' utOi 524: DI-3C 8 ft Throat 'O �' 00 DAP ON r't ��47N V m'i(o� V m°ONM m�nn U�u1 V 500: ES-1 for 36 inch Pipe + 4 F 504: ES-1 for 24 inch Pipe = + v v = o+ 06: M D; v M + v F M ' F STA 15+77.14 c� + N F M It STA10+03.56 p�It� STA10+06.08 �� z �� z 0 o�az p o�az =O Es z p TOP467.29 p°r° t0 °u TOP428.66 NQa> TOP434.17 a6¢a>> 0�0>> Qa>> �QIL>> �Qa INV IN461.81(525) �oaEL rv� INV IN 425.32 (501) u) U) INV IN 432.00 (505) � U) Z n � � � Z U-) U) z z uo d) OF Z z LO U) z INV OUT 460.07 (523) LO U) z > E 440 440 E 480 1 1 1 480 U w 3 Q LL J 3 0 LL 2 n w0 m.. w w L M Q Ua0 Z w J - n O > W N ry 0- v Z Y r- ig: U X I n Q w o¢ �w � U.) c ry z �U¢N O_ C v 00 N > M W J te - ui 0 of x co x F 0 w w w a o z At O n DATE > 1111112022 0 DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY 9+50 STR. 500 -STR. 502 11+50 : • B. CICHOCKI SCALE HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 AS SHOWN Z�( W 0 m V/ (W z V 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 Qaw a STR. 504 - STR. 528 J C2 J J � � a HORIZ SCALE: 1"=50' Q o VERT SCALE: 1"=5 \ L J I L N Q O ry C z 0 a 0� 0 ° cn J a 0 A05 0 0 m rn , ^ v J w rn m 5 NOTES: 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. N 2. A Z" STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP MANHOLES WITH A DROP OF 4' OR GREATER. 0 3. SAFETY SLABS SHALL BE INSTALLED IN MANHOLES PER VDOT o, SPECIFICATIONS. o JOB NO. 5 49821 N D7 m SHEET NO. C7.1 PROPOSED GRADE EXISTING GRADE 435 435 / 430 430 425 425 g6.19' F 36" R P @ .L 0% 420 420 415 415 410 410 N M v v PROPOSED 6'ADS GRADE 475 BARRACUDA 475 FILTER EXISTING GRADE 470 470 PROPOSED / \ WATER LINE 465 PROPOSED \ WATER 5 465 � LINE 2A1. 8 PE ROPOSED \ 1y 2Dp% WATER \ � 460 8" SANITARY � LINE \ 1.4' � 460 PVC 29-3 523 PROPOSE � 1 5g5�OF WATER 519 3g 65 OF j5^ HpPE LINE y1.67' OF 15RCP @ 2.00% 455 18' RCP @ 2.0 0 k 455 y1l @ 2' 132 OR F �25 � �4.39' O 450 4932 OF @2p0 ° 450 18" RCP @ 2.00 /° / 445 445 99 G P Q, Q Qolo 440 � 440 y09 F O A' 435 435 07 430 6.70' OF � 430 505 18.02' O 3.50% - 24" RCP @ 2.00% 425 425 co �n o 0 o cti rn m � o o � m O � V V R R C R C V V V R V V V V V V N ('M 0 .-. O co Cl) .-. l0 Oca M 512: DI-3C 10 ft Throat r c> " t (�'n Mom V V V uV 0, v cliv F � F O O O L M r- M V L M L M y M 2 F v N H I cn (O � C � Lo O) � � M � STA 10+00.00 M Cm " °' o u') o n u0 M (6 00 a M r� U.) a n ° (0 a u0 11' o o TOP 458.85 ro �' (q 532: DI-36 6 ft Throat (0 C i M O (Nn o (rMi• "' 604: DI-1 O u0 M Lo 0' v m 0' M r v N r; a Cl) N co 0n' �° o o a o r lqt o 0]ONO m00r Cl1 a ('M W r o0°DO O) 7 (o u')6 H C? + ��oDO O) It 0OM m(0 - INV IN 450.37 (513) M of v F STA 10+99.67 M v 536: DI-3B 6 ft Throat 600: ES-1 for 36 inch Pipe + v F STA 10+83.00 M + 0o v v H o u0 Z O + o ] + co (0 i0 H �? + (0 �? + of INV IN451.55 537 OCM (n TOP No Z) STA13+25.29 =OLn� TOP459.50 D�vzzz o�vz O �O ��azz o az O ��0 ( ) o.-vz O o -vz O STA10+04.18 ��az O o __- O adaa> > oaa> O o - o INV IN 449.93 (529) M F �» INV IN 451.11 (533) M F ap» TOP 462.04 TOP 444.95 N Q a j > INV OUT 449.00 (603) N F O» » U-) U) z v � O z cNi � O» > N � O z z ~ O z INV OUT 446.55 (511) u� m H z z INV OUT 451.01 (531) 0 U)f- z INV OUT 453.46 (535) INV IN 441.62 (601) (0 U) � z z UO to F z z z z Lo U) f- z u�i fn H - - u0 (d F _ 470 470 465 465 470 470 480 PROPOSED EXISTING GRADE 465 GRADE 465 460 PROPOSED 460 WATER LINE PROPOSED WATER LINE 455 455 533 535 450 186.27 OF 39.34' OF 450 529 39 49' OF 16' 15" RCP 59.26 OF 15„ RCP @ is,o% @ 1.00% 15" RCP @ 1.00% @ 1.00% 445 445 440 440 rn N v, CO 00 R R R R R R C 9+50 10+00 11+00 12+00 13+00 STR. 512 - STR. 536 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 620: ES-1 for 24 inch Pipe STA 10+06.08 TOP 458.17 INV IN 456.00 (621) 480 14+00 14+50 460 460 PROPOSED GRADE 455 455 450 450 EXISTING GRADE / 445 603 445 49.14' OF 36" RCP @ 3.00% 1 Of- 440 6a 440 @3O0% 435 435 R h h R 9+50 10+00 11+00 11+50 STR. 600 - STR. 604 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXISTING GRADE 1 465 465 PROPOSED GRADE 460 460 PROPOSED WATER LINE 455 455 pF TMIN. 3 615, GP 9Q00 5 " RC' 450 0 450 @ i1. 445 445 440 440 00 0 0 9+50 10+00 11+00 STR. 512 - STR. 540 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE rrxn EXISTING / GRADE / 475 PROPOSED 475 / GRADE 6' ADS BARRA UDA/ / FILTER / 470 470 1.2' / / PRO POSED 54$ O 465 FHA bl 0 465 1.2 16 0 4' to (� PROPOSED WATER PROPOSED LINE WATER 460 541 LINE 460 105. HpPE 1 2 00% cc " SANITARY PVC 14-15 455 455 450 450 W h ^ N O N � n v v v v v v 12+00 9+50 10+00 u7 M M CD m IR CM O NN N 2 � M N (MVO M to NN COCO 0) 2 0 CM (O L N 2 ui (O (o (o O) (p L N M F (O N NM CQ O (O (o O 'No ~ (O (O coH GVO (O O N (0 00 O 00 CD I� O u7 IV- to (0 O 0i 00 O (NO 4= OO co O of 00 (V .-- uY (NO O I- (O 0 n'0�H O�OOfMOa m^� O OM in +noF nha 00(j(rna (� 628: DI-3B 6 ft Throat rn M (0 v = Z 2 }u0 H M u0 V~ ComO (O (O �� V Z +NH O V azz� M+Ovv� }^ Z) STA 12+13.66 +0'vv� O Nn� �zz aO o�vzz � o�az O o�azz � vQa» o�aO (L O»> o--O b>> TOP475.18 QCL �o~n0zz ioaa> NHO»> Fzz z N�Ozz z ��z z INV OUT 465.42 (627) (c"~Ozz z (M0U)p -z to U) z - ARn ARn ARn A7_9; PROPOSED GRADE WATER /--,, )I-11 of .4y 94 CP @ 00 625 PVC 6-17 623 58.18' OF / 74.91' OF 24" RCP 455 K6521 241 RCP @ 2.00% 455 1)6 9+50 10+00 11+00 12+00 12+50 9+50 10+00 STR. 620 - STR. 628 HORIZ SCALE: 1"=50' °o NOTES: VERT SCALE: 1 "=5 3 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. °n 2. A q" STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP MANHOLES WITH A DROP OF 4' OR GREATER. 3 3. SAFETY SLABS SHALL BE INSTALLED IN MANHOLES PER VDOT SPECIFICATIONS. WATER LINE � WATER LINE PROPOSED GRADE GRADE / 1j / / \ / 8" SANITARY PVC 17-39 635 139.07' 1t' 0 2q" HC 6,.71'OF @1 0 " RCP 0.88% 11+00 12+00 STR. 624 - STR. 636 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 11+00 12+00 STR. 522 - STR. 544 O) 04 (0 u� Z W V It F �z O z z 632: DI-3C 6 ft Throat STA 11+06.47 TOP 465.89 INV OUT 458.96 (631) a7.r 470 470 _ PROPOSED GRADE 465 465 EXISTING GRADE PROPOSED WATE R / MIN. LINE 460 460 /629 /74.5N F 631 / 15" RC 31.99' OF 455 15" RCP 455 @ 1.00% 450 450 445 445 440 440 13+00 9+50 10+00 11+00 STR. 622 - STR. 632 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 12+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 Bryan D. Cichocld Uc. No. 53741 1111112022 M E 0 N OV N C > E wLu v LL LL O W 0 ^y w w L M J U00 W J -ui H N MN Lu v Z Y � Q � X d _j � Q v n = v N 2 U > N . 0 C � a' N � M W J toF- ui 0 c7 0 x 0 w w_ x U Q z O in O Y N Z 0 f f [no i i DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN 06 M U) W Q > w J LL J � LL 1- 4 Z O \ 00 / m J LL Q CC ' p ry O 0°U) L2 I 0^ V 1 JOB NO. 49821 SHEET NO. C7.2 s a d z c d 0 3 a 0 a0 o z 20 o� c E2 a c � 10 c OD d (D �W.� Z z� 0 2 n �d o�5 0 0 t 2 .§ o. d m 2 Y is X 0 0 N 6 2 e 10 0 E `o a� o � a c Ma 10 'a 0 o � "+ o m0 c 2 o. o m o N 4J N nI 5 TH OF NOTES: 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. Bryan D. Cichocld Z 706: DI-3B 6 ft Throat 2. A z" STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP 0 Uc. No. 53741 STA 12+79.59 MANHOLES WITH A DROP OF 4' OR GREATER. 0 50 TOP 476.07 3. SAFETY SLABS SHALL BE INSTALLED IN MANHOLES PER VDOT PROFILE SCALE �f 1111112022 INV IN 468.96 (707) SPECIFICATIONS. O+y INV OUT 468.86 (705) IONAL�1 714: DI-3B 4 ft Throat _a M STA 11+53.09 EL co o o u') o TOP 474.55 L) 0 0 0 o 0 o C o r� " c o � r� n � u') rn n C C n L INV IN 466.06 715 2 o t o c o o t F v l!') ( ) ui .^..� H n ~ N H �'.' Ono n ~ N O 0 cliu, `" n n `! INV OUT 465.96 (713) o n N v o M n a 702: DI-3B 6 ft Throat o rn aD M M 14 n 0 2 0 n n 00 n M �p a0 W 1� (o (o N N rn m v ro m v N ui co rn rn rn u0 co n v v STA 10+00.00 n m N movaco v mou u� v 716:DI-1 o n m c�ooN v 000vc cmo a m°'u?0) a �nFOH Ucvj00v ¢ o c?++r- v j c?+�v H +oiv M�+'ovv M+nvv F c7°#��v F Mm� TOP M+oH > E 25 p�vz STA11+77.29 w �vz on o�vzz p�vz Z ��v0 INV IN460.90 717 p�a0 a; E a—_O O TOP473.61 Q- o�vzz0 o--O o- —O oao> ( ) a0 = =y 0�0»> NH0O» 0P0> Naa»> C4 >>> 0�0>> WOz INV IN462.90(703) o6FO> �Lu n m� z z z �� z z INV OUT 468.00 (715) n U) r �U) z z n cn � Z Z Z r-- U) Z n rn ~— INV OUT 457.27 (701) r- U) Z fi t) w 3 Q U. i 3 485 485 485 485 485 485 " o o �n w 0 2 W m Q ,J U 00 Z w J — i O > Lu N N d V 2i 0 l j X n �i Q w w U.) c N z �U¢N O_ C u N > M dv W J w ui 0 x c7 x F 0 cc w w w a o z O n DATE 1111112022 O DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • AS SHOWN tN 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 STR. 704 - STR. 716 STR. 700 - STR. 710 STR. 702 - STR. 718 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 06 M W Qaw J LL -j a i--i Z O � Lu J LL N Q O ry C z 0 a 0�� 0 ° cn U) J a 0 U 05 0 0 m v J w rn m O U t Ul 3 0 m rn a 0 JOB NO. 5 49821 N OJ m SHEET NO. C7.3 480 480 EXISTING GRADE PROPOSED GRADE 475 475 PROPOSED � WATER � LINE 470 470 465 11 0071_ 51.32' OF 715 465 100. 6' OF 15" RCP 24.23' O 15' RCP q� 1.00% 15" RCP � 1.00ob @ 8.00% 460 i 460 455 455 450 450 cn v co 480 480 EXISTING / GRADE / 475 PROPOSED 475 PROPOSED WATER GRADE � LINE 1l 470 PR POSED � Mpg 470 WA ER LIN 40„ 1 300°)0 705 ROo 2.3'85 / 2.25 b 465 ®2• 465 � 703 / 135.13' OF O 15" RCP 460 1.00°b 460 �p1 455 OF 455 15' FtG Q2g6 450 450 480 480 475 475 PROPOSED GRADE 470 470 PROPOSED WATER EXISTING LINE GRADE 465 465 � 1� OF 460 • 460 Oolo 1� QG 455 455 450 450 v S:\103\49821-Southwood_Village3\DWG\Sheet\CD\Village 3k19821-103-C7.0-UTILITY PROFILES.dwg I Plotted on 11/11/2022 6:23 PM I by Tre Bright k \n ti c+o A v Ja < J o m0�o0< (71 o Z cn w o V o �0D � Z O m O A + C- O ' A O Z .��co0JO K) "0" N w O 00 c0 � NCA 00 N W 1 In N G Z Z < < OZZ � A Jota�OD + N -0 O' 00 A + A + N Ca wf(00 v C:) A O N O w Ca JC + Co O CTI ZO A v <G0y pZA� a - A W + A A wp�p o rnoir J J V (n A m rn Cn «0 y OZAW C w + O N (n Cn J 0 A O A o 91 A V + cn O O O J «0 D CZ Z A A 93Cno 102N%CC:L� O C4JO J w V V rn a .�4 cnIT 00 O ACn O� w co co 11 IT V co m «UD 2 TT C Z�cn <pNrn �Am+ mA 1�1 A 90-4 .Z�I N 1 '�1 O V N O J 0 0SSWR 00 to Mr t �o mm II .� O Cn 0 «0 D 0 ZAP CZ Cn �o�� +o Cn m o �� 0 o J ' o� 00 + 0 0 <<0y O Zmm tATO + N N O J m 00 m co j f J , + O N 0 N «0D C Zm� ccAnnN + ccri A A N J SSWR A Wes+ w N N J o w O 0 w L AL --Fr i G <�D Cq + 0 ZCZ:�oN 0 O -4 4 + cnaP Cn � A rn . w N SSWR L A -I ERA A w .... 1"n + Z00 OCI co w TO< < a 0ZA� i + A A J�O + V OJ O� O Cn O O O O . Cn 0 A M (A r m CID D mo THIS DRAWING PREPARED AT THE C(1j�q� TIMMONS ROUP• • ••• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE Oda • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �� w p a rM () _ ko o SO UTH WOO D VILLAGES 3 & 4IT ti m O mn o DATE REVISION DESCRIPTION ~� N � R hJ z o COUNTY OF ALBEMARLE, VA o o o= o= N m SANITARY SEWER PROFILES o o o f MINI � 453.9 o m Ow (��c �-� cwi, o � � D OA �r ZZ Gym o c"'i, o c°'i, o ojOj � I � \ 458.9 �D�D II 463.E zoAo C n z=cnD room ooW � � �OIJN II °° J II � � \ mo � O� o� �Z 485.4 Z�°m mAmr C n m m�z� r AZmO m n Z DSO SSWR LATERAL - m O II � II �? A II O' - 454.> O o ? z x � m D m� j � -rGZ�m�SSWR SSWR L STA 12+ SSWR L STA 12+ SSWR L TERAL 5.93 TERAL 8.03 TERAL � 0 � O � -" L 12+ LTERAL 12+ LTERALSSWR TERALJ�DSTA 0.29°'wO�SSWR 'P�mZSTA 5.94nO458.9SSWR 1...Lo LTERALSTA (MH LTERAL�STA 12+g.43 m453.2 I � A 5)SSWR STA 13+ SSWR L 8.00 TERAL c � rn � a° n O � m STA 13+ 0.00 451.0 � J �Y (P J OHO ' T ) 1 w \ II �� These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. S:\103\49821-Southwood_Village3\DWG\Sheet\CD\Village 3k19821-103-C7.0-UTILITY PROFILES.dwg I Plotted on 11/11/2022 6:23 PM I by Tre Bright Co A O Cp O O J 0 0 «0 D 0O Z p o -{ZnP+ CAT V O0 V O O 6), O J _ CT A J m J � V 0 0 J VJ N O O < Sp IT to CD DD t J r.M U rn mm 2 2�� T�T < <0D O_ N 0 ZAJ J � , + + o Q 00 O N " O CT J V m v A O Z < Z Z 0 �22 D0-U z C4CoTw �� 0D Ci W N A O O0m CT CTAA ODD CA V JCnco C0> -4 (D-NN0) �m �MM Z Z + IT Z Z o0 000 Z D00p ZXZ-n A A Cn D o 0 Z � Z m m � O � < 2 0 m=z� <0MM Am0� �Mzcn o A O p O 0 + w O 0 22Zo� <<<mD COZZCATo �CA�O O A N O A co ( a N N O A 0 0 N Cq O <GO�y 0 5; �"J+ J w �o-4 .06 O J N + CA N 0 0 < 2 O < 1-1 z A A CD w rn rn + oo� 0o J iNOD J J � J W < 0 T p A m0 N9^'w� .Z�I N W ...N. N N C7 D t J D li li1/7 �� o_ �11 + < Z 0 < 2 rn CD CD ��> w CCh0D STA 13188.32 N N A + J N UVt V w m CO A N STA N v 0 0 i<<+ O A �W rj V W W J V J O J N N NN 2 to < 0 C 4 + 0 o cT iD v �o V WaW O CT CT T 11L A A m N n A QD r + o mo 0 THIS DRAWING PREPARED AT THE TIMMONS ROUP• • ••• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE Oda �s��QQJJ • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �� w p a C7 = ko o SO UTH WOO D VILLAGES 3 & 4 � = 3 0 3 0 DATE REVISION DESCRIPTION r� N x m O Ln O Z o COUNTY OF ALBEMARLE, VA o o o= o= N m SANITARY SEWER PROFILES N < N o f ViN1 � A A CA7t CAii Of m V V QAo aAo O fT O CT O CT O CT O CT 472.9 / 471.8 O� �D m v0i cn� m2 Z Z 0m / 470.3 470.5 470.8 W CD 471.0 --I m0 rn I � � 3 470.7 � DO / m0 m 467.5 > t7 Ce N N O O v I � 1 s O � 469.3 l cOnm� �zj 470.7 m A A CAri CAn OAI OAI V V W co O (T O CT O CT O (T O CT A O � Cn CA7i O CAT CT OA7 O OAi CT v O V CT co O OAo CT T 2 D 465.3 SSWR LATERAL I I STA 10+24.59 SSWR LATE ' L I STA 10+26.59 464.3 � m � �� w � 462.0 L w o G o ono STA 10+64.51 SSWR LATE STA 10+66.51 STA 10+96.83 I I SSWR LATE L 1 I STA 11+23.72 \\ 460.4 STA 11+60.25 SSWR LATE L �� STA 11+62.25 SSWR LATERAL 461.9 STA 11+79.88 SSWR LATERAL STA 11+g1.88 SSWR LATERAL STA 12+00.11 SSWR LATERAL 464.5 °'o �G � \ � m A y m 466.8 • SSWR LATE L STA 1 SSW STA 1 SSW STA 1 �� \ m< � n m i Z m +54.14 LATERAL +56.14 LATERAL +73.97 STA 12+21.27 SSWR LATERAL STA 12+33.52 STA 1 +75.97 \ SSW SSW1 AL N94.08 AL \\ \ 469.4 STA 1 +96.08 SSW STA 1 LATERAL +09.53 \\ 471.9 SSWR LATER SSW STA (I L LATERAL p � O � � 2 m O H 21) STA 13+50.73 0 SSWR LATER L \\ \ \ STA 13+67.47 SSWR LATERAL STA 13+69.47 475.0 SSWR LATERAL \ SSWR LATERAL \\ \ STA 13+90.32 WR LATE L 4770 SSWR LATER L \ � STA 14+09.56 4773 SSWR LATERAL SWR LATERA `fla a C� �„ o�G 0 0o n '� I O � � � � 2 � � STA 14+41.00 TA 14+43.00 SWR LATERA TA 14+61.43 SWR LATERA TA 14+63.43 SWR LATERA \\ TA 14+g5.78 SWR LATERA TA 14+87.78 4770 SWR LATERA �\ 477.0 SWR LATERA \\ A 00, O O-c\ \ v O � o TA 15+00.45 \\JI \ 476.6 O AA C11 O C�11 O C011 O CV11 C�71 O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. S:\103\49821-Southwood_Village3\DWG\Sheet\CD\Village 3\49821-103-C7.0-UTILITY PROFILES.dwg I Plotted on 11/11/2022 6:24 PM I by Tre Bright D A� D0> 0 �00 Ocnx Zr-m IT IT IZZD Dm� --I A00 z z5??�-n C D ➢ Z m- � r o j m`O<� k m=�m D �~ sm0� zm 2�y 1;0zc1) 0s (nr co zm �On°ja o OW m�wo -4 A A v �p Z 00 C71`v C G 0 W'I Z 00 .. as ,+ A (n 0) 000D J W N A N N W G N OG 12 A A Cn N N � D K) W W N 73 A + cn rn STA m N O 0) -4 W N N rn N + O 0 I G GO��N T V O N V N N rn 00 N w 0 0 N CD G G0D OZA� A °' + + A W IV90 CD CD W O A C11 o A O N N 00 V N m� Gs O IT N Cn CD 0D � o r r 1 � In !?m o G<-0D In' 0 0 ZAP U' T�I N CO co N CA1 � A W p W j N W cD N ao W 93, 0 0 0 G < -0 OZA� TOO, � 0 +n A cn (0 O V (n Z FO O p, GGow C Z A O N W A + T r CAJ (N-4 0CrI to Co v p �fo J J +LATERAL(O W O W (7 OO N < Z C Z A A Cn co rn �*4 A W au as � WAN O N 099) N v � W N m < o O O C A CA co 60D co v (d A� qrA N 0) N W 6 bo w w N 00 O to O O O Cn O ;a O T r m Cn n D mo THIS DRAWING PREPARED AT THE C(1j�q� TIMMONS ROUP• • ••• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE Oda • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �� w p a a d x () _ ko o SO UTH WOO D VILLAGES 3 & 4 to rM ti m O mn o DATE REVISION DESCRIPTION ~� N R hJ Z o COUNTY OF ALBEMARLE, VA o r- o o= o= zCI N m SANITARY SEWER PROFILES o o o f �INI� 462.2 w V1 A O A U1 CA71 O CAJI U1 Of O OAi U1 V O V U1 OAo O 4621 �e oD a'O I m I I ��II � II 462.7 SSWR LATERAL RAL �' I I N � o [n STA (MH 25 SSWR LATE t"-' + 462.7 SSWR LATE RAL a° T I I I I 1 I STA (MH 26 SSWR LATERAL 462.2 STA 11+32. SSWR LAT 3 RAL 5 o OT � II I I I I I I STA 11+gg. 46?.8 SSWR LAT RAL RAL 0 RAL 6 (MH 27) I I I I I I I I I SSWR LAT STA 12+04. SSWR LAT STA 12+10. 461.1 SSWR LAT RAL 2 ' I I II o � N I v� STA 12+58. 460.8 SSWR LATH RAL 2 RAL 7 = C) O '� I I I I I L7 I O I Z L7 STA 12+60. SSWR LAT STA 12+76. SSWR LATERAL 457.3 STA 13+51. 4 I I I D O D � / 454.0 SSWR LATE RAL 6 RAL 8 � � � m m� v� � m = z STA 13+91. SSWR LATE C� oo ^�N � v STA 14+29. 460.0 SSWR LATE RAL $np'O TI �m � I \ STA 14+74. SSWR LATE 4 RAL 9 MH 29 I I STA 14+g0. 46?.9 °° O ' O��N rn�Ww 0 0 II II IIN A � 1 1 463.4 SSWR LATERAL � �T z II II � � 1 + 463.1 SSWR LAT RAL 3 (MH 30) I� o? ww w o� A Q� cn G w �� cn II 1 I STA 15+98. 461.0 SSWR LATERAL II I I � / STA 16+7g. SSWR 0 4570 STA 15+85. SSWR LATERAL 0 \CY OD � �nOT II 4577 � II I 0 � O °m o STA 17+75. SSWR LAT 3 RAL 464.4 STA 17+g1. S S S S 3 WR LATERAL � II � I I \ \ 465.8 a, \ I iw A 18+69.00 WR LATERAL � °'_ rn N I I A 18+75.00 465.0 S WR LATERAL j � A W � I I I I + S S 4Ai Cn WR LATERAL CA1t Cn AAA 19+75.89 (M A O AA33) A Cn CA1t O m Cn V O V Cn OAo O m O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. TH OF 5 Bryan D. Cichocki Z U Lic. No. 53741 0 - - - - - - - - -- - 1111112022 yt� 0 50 O� PROFILE SCALE �SSIONAL �1 M E O O � U N UI N C > E W ° E TirNV 11+97.50 w ,>� 3 484.32 m 3 N 475.38 (35-36) o 3 N 473.18 (35-37)C t i INV OUT 470.60 (34-35) w uji v O STA 14+86.61 17 a � o TOP 475.12 STA 10+73.84 c� w INV IN 463.46 (17-34) 34 TOP 478.16 STA 12+73.47 z x u INV IN 465.25 (17-39) INV IN 468.12 (34-35) 36 TOP 488.09 x INV OUT 463.36 (16-17) INV OUT 464.94 (17-34) INV OUT 476.90 (35-36) o a LL STA 11+97.50 35 Ln = v z 495 495 TOP 484.32 STA 10+49.814 x v > m O INV IN 475.38 (35-36) 37 TOP 484.86 STA 12+73.34 ~ c rn INV IN 473.18 (35-37) INV IN 475.67 (37-38) 38 TOP 490.44 0 ^ w INV OUT 470.60 (34-35) INV OUT 474.18 (35-37) INV OUT 480.14 (37-38) o w � H 500 500 STA 12+58.53 STA 14+86.61 STA 12+16.11 41 17 STA 11+14.69 40 TOP 479.06 vi TOP 475.12 TOP 474.44 39 TOP 477.42 INV OUT 471.41 (40-41) � INV IN 463.46 (17-34) INV IN 46TO (39 40) INV IN 469.97 (40-41) O INV IN 465.25 (17-39) INV OUT 469.77 (39-40) x INV OUT 463.36 (16-17) INV OUT 467.54 (17-39) o 485 485 � H 0 W w w U � a z O cn DATE 1111112022 0 } DRAWN BY FIRE LINE M. DENHARD CROSSING • DESIGNED BY • M. DENHARD AA • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN •ke cz M 0V/ U) 1.4 W J 9+50 10+00 SANITARY 1 7-36 PROFILE 13+00 13+50 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 13+50 � w O SANITARY 35-38 PROFILE SANITARY 17-41 PROFILE J HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' J � VERT SCALE: 1 "=5 VERTSCALE:1"=5 VERTSCALE:1"=5 H� Z w \ w co Q W ' LL O VJ 0 u Q O 0 I ,O V / JOB NO. 49821 SHEET NO. C7.7 490 490 EXISTING GRADE / / 485 PROPOSED 485 GRADE / / 480 480 475 35"36 475 / 75. V FIR LINE � �20 /o CRO SING 470 470 34 35 123 67' F 8" PV /o M 465 �20 � = 465 17-34 w 73 �� OF g + , V o g'P rr� N 460 m cn 460 455 455 450 450 o �n rn v rn R <O 7 R 7 7 V 7 N W O) 5 0 495 495 PROPOSED GRADE 490 490 485 485 J \ / 480 480 EXISTING GRADE 37-38 23 50' OF 8 PV 475 o 475 3630E 4a pVC 470 470 465 465 460 460 N N ^ v N co a a a a a a 480 480 FIRE LINE PROPOSED CROSSING GRADE 475 475 EXISTING / GRADE 470 470 OG \ / � 39-40 Al A 8" PV \ 101A2 OF (�341 b a, pVC (� 2.00% 465 465 8 VC 2 00% a STORM F � 460 460 N Q � Cn 455 455 450 450 M O� CO fp V h a \103\49821-Southwood_Village3\DWG\Sheet\CD\Village 3\49821-103-C7.0-UTILITY PROFILES.dwg I Plotted on 11/11/2022 6:24 PM I by Tre Bright ro 0 O 0 0 0 O 0 N O 0 w 0 0 rn 0 0 A 0 CA1r m m V v ch o Ch o Ch o cn 454.3 BLOW -OFF H DRANT STA 10+00.00 " GV STA 10+05.19 WATER SERV tCE STA 10+10.00 WATER SERV TA 10+18.34 456.3 \ 22.5° BEND STA 10+70.81 458.9 \ 0 WATER SERV CE �l Cn STA 11+29.68 C) Z 462.3 m 0 WATER SERV CE } STA 11+69.70 WATER SERV CE STA 11 +91.84 463.9 WATER SERV CE 1 I I STA 12+37.69 464.8 C G C>0 � X m �M E:m zm IT -I 465.3 Cn 0 V STA 13+11.1 18" GV STA 13+19.3 466.1 WATER SER ICE i STA 13+63.44 O 02 X m a? D� m 467.8 WATER SERV CE STA 14+00.27 1 I o� 468.6 I83 I mN WATER SERV CE I o STA 14+72.43 z � I mF N) IT 469.0 \ WATER SERV CE STA 15+25.35 \ 470.9 \ WATER SERV CE STA 15+72.40 472.8 WATER SERVICE CWi STA 16+12.6 3 I z 473.5 �z I I 474.0 -0 CD CC W G `T C Y t70 A� Aoo IT rn zm o m--� 0)0 A A A A CT A A CA A V A V c71 0 CT 0 CT O CT TIMMONS Ln 44 ci m ko 0 V 00 1 o 00 m o m0 � N 0 0 DD rM mm tl 11 C>, o 0 Cn O 0 0 0 N + 0 0 w 0 0 A + 0 0 0 0 0 0 N O O 0 A O A CT C" O CA1i CJi m O m CT -4 O V CJi cAo O 000 CT W (T 450.7 BLOW -OFF HYDRANT ? STA 10+00.00 WATER SERVICE STA 10+04.22 456.6 WATER SERVICE TA 10+21.4 WATER SERVICE \o2\ STA 10+57.93 WATER SERVICE 460.E TA 10+77.77 WATER SERVICE ITw m AIT IZn - A O \ STA +99.31 WATER SERVICE SIA11+16.UU 464.6 WATER SERVICE 464.5 STA 11+38.54 mm N � w„ ��- 8"GV STA 11+64. 8 GV STA 11+70. A= co I Om - m Dm I 0 Cn m G) 6 0 WATER SERVICE STA 12+16.82 462.2 WATER SERVICE /22.50 BEND TA 12+40.17 STA 12± WATER SERVI E 11.250 BEND STA 12+94.29 459.E STA 12+90.92 459.E w M O m ; w N ` 22.50 BEND TA 13+39.06 WATER SERVICE 1 A 13+48.00 WATER SERVICE STA 13+69.28 461.3 STA 14+04.64 ' WATER SERVICE STA 14+09.25 WATER SERVICE STA 14+28.89 463.9 WATER SERVICE STA +4 .45 WATER ERVICE .03 TA 14+6 CR 466.3 R ERVI .18 A n STA 14+ WATER STA 15+ ERVICE a \ > w N .07 468.6 WATER STA 15+2 STA 15+37.55 ERVICE � n z � -' m .25 WATER r ERVICE STA 15+4V32 WATER Ir ERVICE 471.3 STA 15+75.94 WATER ERVICE .98 STA 15+9 WATER ERVICE STA 16+16.23 475.0 WATER ERVICE KA STA 16+ .64 WATER ERVICE STA 16+ WATER rF-- \ .00 ERVICE STA 16+ 5.25 4770 WATER ERVICE STA 16+ 9.00 WATER Ir ERVICE STA 16+E6.64 WATER Ir ERVICE .88 477.2 STA 17+1 900 BEND WATER E STA 17+ ERVICE n 00 m ? I 6.68 STA 17+70.72 r- zrn m 4770 0 478.5 m0 CD �m IT � N w 476.6 DX IT 00 / v m� "5 zm IT--I NO / / 473.6 �A 468.9 a / ce �0 O 0 465.8 / m m 71 IT! m0 rT � m0 N � I w 3 W A O A G1 101, CA1n G Of O Of G1 V O V G1 COO W G1 ROUP SOUTHWOOD - VILLAGES 3 & 4 COUNTY OF ALBEMARLE, VA WATER PROFILES ,Z7 0 T r- m Cn n D I- m THIS DRAWING PREPARED AT THE C(1j�q� • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE �Ozia ��s��QQJJ+,1y� • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �y TEL 434.295.5624 FAX 434.295.8317 www.timmons.com ` O a rM 3 0 3 DATE REVISION DESCRIPTION r N n m V) N a m O Ln O x m 2 z 2 i' i f �INI�C r^ Q O = O = Z tv m n n o 2 A < A { N ` o 0 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. :\103\49821-Southwood_Village3\DWG\Sheet\CD\Village 3\49821-103-C7.0-UTILITY PROFILES.dwg I Plotted on 11/11/2022 6:24 PM I by Tre Bright D O v ?(1)O C C)CO$ D �z�m emir m O m � m -o C: > z mcnz ��z� ITm II D yam CCn O z V z m ? G) nin O v cn J 0 0 0 J O Oce N O 0 m Ln A O V 0 Q J o W o + 0OR <IT o D 22 M N C,CQTM�I, y D N o A mmr� o li � z �om CE N + o � o + 0 0 v N O + 0 m0 N 0�mrn o -j D D + 0 O mm r O I ii Z �^ o m fF 0 0 CR V 0 0 <o D M 22 N C,CQm, D� + 0 Ij rn r O II II Z �om �1l 171 co 0 nin O N 0 0 J J 0 01 m O + O OWATER SFR CIE N 0 0 QCn N + O O N 0 0 N V N 0 + O cpA N O (n MO)2 �O m cu 0 �n m yzm m 10 rin n M� D r z M 0 m THIS DRAWING PREPARED AT THE C(1j�q� TIMMONS ROUP• • ••• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE Oda • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �� w p a a d x () _ 44 o S O U T H W O O D VILLAGES 3& 4 to ti m O mn o DATE REVISION DESCRIPTION ~� N hJ 03 z o COUNTY OF ALBEMARLE, VA p o= o= N 1 f \� WATER PROFILES z 03 o o o MINI A A cAJi CAii OA7 OA7 o cn o cn o cn 453.5 6" GV X � .47 STA 10+0 4571 Dm � T � z� 3 \ Z \ 463.4 \ v(n �mS vo m� \ m� w� Aau � O J Z r mcn N �a? OA m x do iC mn �m m� �� a� rm m mz m m '� O o O A A cATi CA7i OA7 0�7 o cn o cn o cn � o o c"'i, o c�ri 465.5 N I w � ao D x I 465.5 ~� m rm � m m� m '� NO I J 464.2 N l On z D� Cm �� 0� mn � zT m mz 3 A A CA C�7i OAi OAi o cn o cn o cn A O A Ut CAii O � CT OA7 O rn v (T O m� Z N � Vo 462.0 WATER SERVICE STA 10+14.01 22.5° BEND \ 463.3 STA 10+29.97 W �+ STA 10+57.04 WATER SER ICE STA 10+64.16 z I 464.2 I WATER SERV CE � � -I X O D m STA 11+19.73 463.3 WATER SERV CE STA 11+23.05 WATER SERV CE STA 11+35.07 462.9 WATER SERV CE STA 11+g7.35 WATER SERV CE These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 495 495 495 495 TH 5 �f Bryan D. Cichocki Z U Lic. No. 53741 0 4 1111112022 yt� PROFILE SCALE �SS'IONAL�1 M E O o � U N UI N C > E W E 7 M N 3 Q a 3 U. o w om W L M Q� JUui Z � — in O a5: a C7 W wM K Z H U 30U) w ix 6 w Q 0 Q �x =N z =U �� O_ F c vi y0 N > M a�co oc O x c� x 0 w w w _ a a o z O cn DATE 1111112022 0 } DRAWN BY M. DENHARD • DESIGNED BY Ri • M. DENHARD • CHECKED BY 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 B. CICHOCKI HICKORY STREET WATERLINE WATERLINE 7 SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' AS SHOWN VERT SCALE: 1"=5 VERT SCALE: 1"=5 495 495 W 000 V/ 0 W > w J w -i J LL H� O Lu m J LL Q z ~ O Q O O" 2 ,O V / JOB NO. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 49821 WATERLINE 6 HORIZ SCALE: 1"=50' SHEET NO. VERT SCALE: 1"=5 C7.10 aso \ a90 \ UGT CROSSING 485 \ 485 480 480 � PROPOSED \ 12"X6" TEE GRADE 475 TO FHA 475 3.5' MIN. � 12"X8" TEE O 12" CLASS 2 DUCTILE \ WATERLINE 3 i 470 IRON TERMAIN \ 470 3'3 \ 3.5' MIN. / EXISTING \ GRADE�1 g' 2 1 465 w 5 �: 465 uJ o STORM - � _ — STORM + PPE 621 w � PIPE 700 H 460 Q � 460 SEWER PIPE 16-17 STORM STORM PIPE 609 PIPE 623 455 455 450 450 O ^ N N h co 6) � W h N aj co rj c`j rj a � O a v v v v v v v v v v v v v PROPOSED GRADE 490 8"X4" TEES TO 490 FIRE LINE 3.5' MIN. � 485 485 480 / 480 / 8" CLASS 52 DUCTILE 8"X6" TEE IRON WATERMAN TO FHA 475 475 EXISTING GRADE 470 470 465 465 460 460 455 455 450 450 OV V 7 � V R R 490 490 C7 F C7 F J co � co � / 485 � 485 � 8"X4" TEE TO 3.5' MIN. z FIRE LINE � m PROPOSED 8"X6" TEE 8"X4" TEE TO GRADE ib � � � TO FHA � N Q � FIRE LINE 480 � 480 \ \ \ 8"X4" TEE TO � 5' 475 � FIRE LINE 475 / 3.5' MI / � / 8"X8" TEE TO r 1' IN. WATERLINE AIR 470 � \ RELIEF VALVE 470 TEE FOR \ SEWER FUTURE PIPE 35-37 CONNECTION 5 y. 465 465 STORM 8" CLASS 52 DUCTILE PIPE 707 IRON WATERLINE 6 460 460 STORM PIPE 635 455 � 455 450 450 ro of of ro cd ri o r� � � o � N � R R C C V er er eF O eF R R R R h R C 0 ,z oa i uswyociroomnv oo_viiiageswvvuionee[wuwillage sweat hl JrUO.u-rcvAu rrcvnLw V J.owg I rioaeo on -I -III WLULL e:sa MIA I oy ire ongn[ 4XO \\ \ \ \ 450 11\ , �2 �\ \\ III 1 , �� , / � !\ •�' 1 \\ 145245 IWO i 455 \464 .455 55 < / 10 / L 457 ryo l \ 467 \ 458 / \ 459 1 \ 4600 If \ / 461 462 O' J, I I I I / / I I , IIIIIII 1 I 11 I I I 111 I (� O/ p II I �i/ j I \ \ I I O Sj I A II IIII I OaCt i' I I 1 � 1 \ I 11 IIIIII II !�0p 1 1 1 I �I l l l l l l r- / c» I I I I I / 1( 463' p C_ 4(4 �c /a// m0 N (/) fn 1 /� c? \ I I 4637 ' ///' D -,\ �\ ,•z�, I \\ ` / //// 464 Ir7rn / 1if 11 \ \ \ l 111 l \ I- Il cn / 464 _ J 465' I 1 465 467 769 470fr I D / / \ D; 4T� N � ' 4T21 1 1 D - �111 III II11 1 f /.1 I►I o 1�0 �r / _ I II IIII 1 I \ I I I I I I A / + I III I r-- I\ 1' 477 0 IIIIII 1 I11 % I I1j1 4771 478, \ V478 I I I � I I II IIII I ' va I II 79 1 I I v 1 II 4 47g fir 4 II 11 \\ wV_ II 1 11 \,G)l/ �gV 1 / \T r--illi I'll - - - 48101111 -48I 111I o \ illllllll,,-- - ,11 - -482 �.. I Ig I I I I I III 11 1 I d 29b ' I � r--h I I 11 I I1 1 1 M C) I II 11 ' ,Ill,1 M -0 483 j 11 I I I l l l -� 11'1 O o i r--IIIII�IIIIII �111111 / rrn I 1 I / IIIIII 1 1 I. i r 1 1\ •,, CID-4 41\ D ,Q 11 1 1 \ r I 1. 1\\\ / m0 485 fn w m 6tiV I ,op i t -- r-.I -IIII 1111j1 1 `\\\\\\\•r: o i - I S4� i l / I ;j1 486 \ \ \ 8 1 1 111 OM h/, I , \\� j 1 11 487 \ ��-------\I lilt, o I I I I '1 ,��\ \\\\�\\ 488-�\ TIMMONS GROUP m 44 o SOUTHWOOD - VILLAGES 3& 4 ko °D z COUNTY OF ALBEMARLE, VA 0o 0 ROAD PROFILE - PRIVATE ALLEY 1 0 0 0 N 0 0 w 0 0 A 0 0 co O 0 to O 0 N 0 0 0 0 0 A A Ln A O A A A A A 00 O c071 O Ch O CA 451.4 PVI STA = 10+00.00 PVI ELE V= 451.35 452.5 i 453.0 \ 457.8 461.6 \ 465.2 ro PVI STA 12+47.28 PVI STA = 12+59.2 0 o,56.92 d PVI STA 12+71.29 PV ELEV = 459.1 ° = 458.94 PVI ELE 464.5 /1 461.8 .o 459.9 460.2 BVCS = 14+57.89 EIVICE 461.68 r rO \ o0 v v 462.4 T 00 O M Z Z 0 w < o 11 „ m fn w r D O II ON1 + II N 0) II A \ O V c+n 464.7 O7 a = 464.71 EVC 4674 "'o 0 O 0 BVCS 16+34.78 Y m fn P D Z BVC = 468.46 469.9 w IrI�r� 11 G II EVCS = 16+61.70 0 o A °' II \ EVC = 469.85 89 rn O A co 00 \ V m 472.7 a\\ 475.9 _ 11 PVI LEV = 475.00 \1 4771 I 477.4 Iri I w 477.0 I 477.0 1 Q Fn I G) � I 476.8 0 m PVI STA PVI ELEA A A A A A A A A O cc71 O c071 O 0 O C(71 00, THIS DRAWING PREPARED AT THE • • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com P� 3 3 DATE REVISION DESCRIPTION m C7 0 Ln C7 \ m Z m Z O O M m ti j A m j A { N m O N O O A O 0 20+18.27 = 485.56 A O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. a:A i uawaccraomnw000_vmag"iuvvuwneeouucvmage sweep- IUrUO.u-IKVAU rrcun1-1=0 va.owg I rioaeo on -I -u iwzuez e:so Hm I oy ire nngne Z e / 47 2 O � / T / If 477 (n 47,9 z 479 �\\ 0) M o Z\ / IF / 480 /i/i// TIMMONS GROUP m 44 o o SOUTHWOOD - VILLAGES 3& 4 °D z COUNTY OF ALBEMARLE, VA o ROAD PROFILE - PRIVATE ALLEY 2 0 0 0 N 0 0 V + O (T CAir O CAir (T 0) O Obi CA V O 454.8 \ 456.9 \1 461.1 rn z 463.0 1 464.2 o 465.0 J v � 1 465.E O o� � T7 v \ 466.9 m \ \I 468.1 II 468.9 \ 469.6 471.6 o o \ 473.0 C:1r (11 O C1r C O CO1t O V (n PVI STA = 9+99.79 PVI ELEV = 457.12 2 2 < < 2 BVCS = 12+04.46 T D — p z � BVCE = 460.55 N '0 II < D y EVCS = 12+22.04& o P II N m r II EVCE = 460.76 0 3�o w n + O N O A BVCS = 12+63.29 � BVCE = 461.09 O � D <<�o O p fn D z z CD n V (n II m < II (n < O 0 8 N II ITr�rj'I D A O G II II IN) 9) N N 1 O w IV to EVCS = 13+70.30 EVCE = 463.09 2 2 G 2 = m2 BVCS = 14+43.52 D co BVCE = 465.23 o N II II IT'I D � < o ' < II D EVCS = 14+75.88? o N rn + II < EVCE = 465.92 o ch Ch II p o rn 01 P w N co PVI STA = 16+33.80 PVI ELEV = 468.00 A v (n THIS DRAWING PREPARED AT THE • •0000 YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION 0 n C7 Z m Z *z v O m m m ti j A m j 1. { N m O N O O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. o:a usweocl-oomnw000_vnlageswvvuwne tiuuwlllage sweecl- I JrUO.u-KVAU rrcvnLw vs.owg I rloaeo on -I -u iwzuez e:se Hml I oy ire ongnc OT �i oA TIMMONS GROUP 0 m 4 o SOUTHWOOD - VILLAGES 3& 4 O0 z COUNTY OF ALBEMARLE, VA fv o o ROAD PROFILE — PUBLIC ROAD 1 C J 0 O m A A A 0) A 0) A A o C�JI Oo C4 rn PVI STA = 10+13.1 ELEV = 472.3 PVI cb �o 1 / D O (i 0 / � m CD Z D ) rn 14 IT 1' II 0 fnIT / D o, / / `1 1 of i • A A A A A A O CCh O � OO CA A 0 0 PVI STA= 10+00.00 PVI ELEV = 472.69 -4 Q) < 0 N O) D II 01 mrnOz m < II oo O y II 00 s ? r Cn — C% D N O �n co N BVCS = 13+32.39 x BVCE = 466.66 S 0 - 0 Z IV ° II m < D n � vi no N w n w m D m II o " ao u + EVCS = 14+04.69 O CT A A � rn N EVCE = 466.04 � °D 0 0 <<�o o � z z n) n mD�--I wo < ° m Cn A 00 00 D + < II M co 'D a' II - A Fo co6 a o BVCS = 21+20.10 x BVCE = 463.87 G� _ <<�_ �oFnCns'9 co II II m D II cn D n o< rr n� m n o A II O O CCn 0)O } EVCS = 22+00.00 0 0 EVCE = 462.80 PVI STA = 22+15.00 co 0 PVI ELEV = 462.20 THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION t7 0 Ln t7 m Z m Z z O O M ti j A j A { N m O N O O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. a:❑ usweecl-oomnvmoo_vnlageswvwwne tiuuwlllage sweecl- IurIUMIJ rcuHu rrcurl1-ra va.owg I rloaeo on -I I oy ire nngnc TIMMONS GROUP � m 4 o SOUTHWOOD — VILLAGES 3& 4 O0 z COUNTY OF ALBEMARLE, VA wo o ROAD PROFILE - PUBLIC ROAD 1 0 O m A A A A A A O r�Jl O rOJI O CVTI rn PVI STA = 10+13.1 ELEV = 472.3 PVI �o J � D j O 0 CD z ti D rn 14 IT II o / D IT / / `1 I of I I I A A A A A A O C(JI O � OO 0 I PVI STA= 10+00.00 PVI ELEV = 472.69 O <<�o D m z y ? -4 In — QJ N' II < II M CD < rn rn n r n D O V7 + < II OR Aco I I N O W (n O P 00 N BVCS = 13+32.39 x BVCE = 466.66 r o M V, 0 z -4 ° II m < D n � vi no N w n w m D m II o v W II + EVCS = 14+04.69 O 6 A A � rn N EVCE = 466.04 -4 °D o0 <<�o oMEn z � z n� n mD:� wo 11 < ° m Cn A 00 00 IT D M + < II 00 'D II � A CA + 0� -� �o BVCS = 21+20.10 x BVCE = 463.87 0 v II II rn D ° cn D n o< rr n Ill m n o A II + O O CCn ? O EVCS = 22+00.00 0 0 EVCE = 462.80 PVI STA = 22+15.00 W 0 PVI ELEV = 462.20 THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION C7 0 Ln t7 Z m Z O O Mm m ti j A m j A { N m O N O O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. a:❑ usweocroomnw000—vniageswvvuwneecwuwnlage sweep-T UrUO.u-rcuHu rrcvnLw va.owg I rioaeo on -I uTwzuez e:au t\m I oy ire ongnc / IIIIIII //•�/ /i//, // / \ _ \ 1 — — — — I _� 111I, ► Ir/ \ \ I\ � T1VS NdS M7 9 Mr9 - r / Ti y - / Z _ + I — M 6-' AAp' M / / / i OR N \F------- \ \ \OA \/STING G NV / I. �°'p/- _ c�-- _ d�;00 / r V + \ rn \ \ter PR TE ALL Y 1 yy 0ri 13+ orb I i / \ \ \ \ go 461 80 \ \ I \ \ 60. 1 \I \ \ \ 462 \ \ CDco \ \ \ \ IT IN CD CQ I \ 1/1+0 / \ \ \ m m 01 I \-may*00 / `y / / \ rn / Y TIMMONS GROUP 0 m 4 o SOUTHWOOD - VILLAGES 3& 4 O0 1 z COUNTY OF ALBEMARLE, VA �o o ROAD PROFILE - PUBLIC ROAD 2 0 0 O 0 + O 0 Ap A -N A A A A O O N O (n 453.4 �' PVI STA= 10+00.00 to 458.1 463.9 BVCE = 458.0 \ 465.8 E CS 11+86.0 EVC =460.8 466.E 465.2 / O D O 463.6 m A 0 I O m 463.0 O \ O m \ D� 464.8 466.0 w ` ' 465.7 w I 464.6 w PVI T = 15+58.62 PVI E LEV= 458.13 o\� C.71 rn rn o cn 10 jCn 10 jCn J 7 BVCS = 10+02.73 BVCE = 453.44 o� T " ❑ Z O_1 L o n r- m D < A < �IM r COO � n o o o< D ORCh (0N b. W O O N � V W EVCS = 11+08:52 1 EVCE = 4595896 5 v = T o r Z r II II m < D II - In D O � A m < 0 o 0 ao n + rn 0 o 0 a V m IJV1.J =-13*LU.yU BVCE = 462.65 2 = � O T r Z n� n m D C/) < II D m O p,w m o +90 w < + N COA 0Aj N V W O Ci PVI STA = 14+91.31 PVI ELEV = 459.85 PVI STA = 15+49.78 PVI ELEV = 458.60 J D 00, THIS DRAWING PREPARED AT THE • • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION m C7 0 Ln t7 m Z m Z ❑ O m m ti j A m j A { N m O N O O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. aaI uaweoz roomnw000_vlllag"luvvuwneecwuwlllage sweecl- Iuruo.u-KUHu rrcun1-ra va.owg I rloaee on -I -u iwzuez e:au t\m1 I oy ire ongnc `%- EXI 491 OD 490 �489 \ it / `- ---\ T\` 48� 0 \ \ 4 \ \ 86 _ \ 485 \ 484 \ \ \ 483 2 481 \ 480 r \ 484 479 8 ' ` \ 478 i / 482� 81 .� / I QQ 480 IL \ i 479 ` 478 414 \ \/ \ \ \ \ 477 \ 1 4/6 S \ W \ 11+00 1cZ yIt D :455.-\I I V i I11 o I z�: / I / \ n O ' ' / 47 / D 4 / o / 476 > / ' 47 N. / o + IcD 3UBL ROA v �- / / 3 _`-4 -480- W _ CF O EqP%ARY D OF ROADWAY UGN. 11, / \ / K f L 16'8X ` I J o N \I f / cn 151, W.00 O i h---�--� -fir- - n / T-X--- -UG IT wCb 0) 16V TIMMONS GROUP 0 m 4 o SOUTHWOOD - VILLAGES 3& 4 O0 z COUNTY OF ALBEMARLE, VA iho o ROAD PROFILE - HICKORY ROAD W 0 O A 0 0 0 0 O 0 0 0 0 00 0 0 N A O O N O O N O O 0 rn .91 J 0) V W ccoo (D O cn o cn o cn o 492.1 is 0 492.4 BV 13+ E=4 491.4 0004 / 488.9 / EVCS = 14+ BVCE = 48 / 485.1 481.9 EVCS = 15+7 EVCE = 48 / / 479.5 / A 477.1 / ao 474.7 472.5 / 471.2 I• 470.8 I I 471.3 II I 472.4 \\ N \ O 473.4 °o 474.5 \ \ O M \ o \ 475.5 G7 O m \ 477.3 V a� �I I Il I / / / fn I Z LAA7 / D / o / / 0) 0) V V 000 000 co O 101 O C71 O (n O r� Y PVI STA = 13+00.00 PVI ELEV = 492.06 2 BVCS = 13+21.10 < _ BVCE = 492.33 O r o z o II II m D � /n < n m D n o W w m " ll O G1 O + < EVCS = 13+71.3011 + 3.85 EVCE = 492.15 rn o N o 7X.0 �rn�< <D - 1 O � r -I Z m II II m D � fn < n m D < cn p in n r n O 0A A m ) p\ CO W < + 0 O -4N 00 bo 3.30 po Cn 00 r O O < < O O O r /n Z r - z afOo II 11 m D -I � G o w < > n ° D o rn 00t+J1 < n o W W II O cn V Q V N V AIR -4 .77 BVCS = 17+21.79 O 0 < D fn O < m O_ 7 p r-� Z z 4 n m D � < 01 T G ,I r 06bo,Pcom D O N O+< I I o (O p II W00 V A O 4 O V 01 r r0 O BVCS = 20+86.54 v BVCE = 475.22 , < S -0 0 T p D 1 CI)� Z zI V (n n N II m < D II - RI (n G rn N II � jrn D O W a V + ` II EVCS = 21+41.94 oo N A + EVCE = 476.97 O a cJn co N PVI STA = 21+96.77 PVI ELEV = 479.27 THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION m C7 0 In C7 m Z m Z O O M ti j A j A { N m O N O O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. a:ci usweocroomnvmoo_vmageswvvwwneecwulvmage sweecr I VrUMIJI rrcur11-1=0 va.owg I rioaeo on _i -u iwzu« e:a i Am I oy ire ongnc co EXI- ,— 491 48 49 \\ r 490 / -490, 489 _ ---- \ 483488 ' \ 482 \ \ \ / 48 \ 48 \ 480 ` 484 / O t \ 479 \ 478 1 i �\�: 482\ \ 477 i .�� Xxv \ 479 \ / / 478 477 r 47? 4j81 493 \ \ \ \ 4>0, 4j� \ \ 6 \ / 47g \ \ / 00'- q t' ` _\ •� Imo\ � / / / t \ 1 00�b I I 7 I I j 470 I O 472 I I / 1 I / _ I 1 >> 1 (/' / + ` \ 476 477 �L19, / / 117 r-- i o 41 \ \ r \ `115+001 ' - - _ - - - 16+00 - - - + / 17+00117 4.84 - I - --- �� to n —480- >�gROAT �,--4 to -41 485- ' 11 40/ �v iL V CD O NAD 83 <) ----- -6 / \ \ TIMMONS GROUP � m 44 o SOUTHWOOD - VILLAGES 3& 4 O0 z COUNTY OF ALBEMARLE, VA rno o ROAD PROFILE - PRIVATE ALLEY 3 0 0 0 rn 0 OI 0 C�11 0) 0) v v 00 W f�0 cn o cn o cn o cn o 492.7 / / 488.3 483.5 / / ,VO / / 475.4 474.5 BVC S = 12+22.02 BCE = 479.17 / 472.2 I � cn / Z O 469.2 m O /n / n1 0 N 465.7 / • G7 rO D n t7 \ m \ \ 467.4 \ 470.2 \ \ EVC S = 14+70.65 \ E VICE = 476.09 \ w 473.7 El CS = 15+15.77 VCE = 477.69 \\ 476.1 c D \ 478.3 E CS = 15+96.92 pVI STA_ + 7.17 — 478.38 478.19 p I STA = 16+19. PVI ELEV = Fill 11 ELEV = 478. 0) W V V W W (00 cn O rn O rn O O ICD 00, THIS DRAWING PREPARED AT THE • • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION 0 uj C7 m Z m Z *z O O M m ti j A j A { N m O N O O P PVI STA = 10+00.00 PVI ELEV = 492.52 T N rn p II m < M < II 11 O Z m r- O Z cn D o 0) 89 -4 0 + w < II A n , w v 90 A rn � x _ = < <_ v x r Z T 0 II m D � Cl) II < n D m + m $ � , cn th o � w (wj V OC 00 io A _7 4 to rr These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 103\49821-Southwood_Village3\DWG\Sheet\CD\Village 3\49821-103-C8.0-ROAD PROFILES V3.dwg I Plotted on 11/14/2022 9:41 AM I by Tre Bright — \ V \ �. I 1 � I IIIIIIIIIII� �,\1;\\ :� ' t •, ;I/ 85485 {\\ it 1 11 1111111 486\ \ \\ 11 487 \ Jill -.Q I III 11 1 1 IIII I I III 488 \ Iit IIIII 1 I If -4 — 48g1 I II I I I I, I ,- --, 1 1 1 1 11 1 1 1 1 \\ I\\ II II �I III II / \Illllllll---- ,IIIII'II�I ' I I I I I / Q` J� 1 I I IIII 49I I'll 0II I F fill fill / IIIIIII IIII I I m I I l l \ I /itI t ! Illllllll--\ n Wro to `Q> A 1 0 w _ _ �`l fl _ - > N w I P. \ 15A00Ln \ Go / m / ?p t14+G0 \ �_�� \ \ IJ\ IJ iJ 1 I II I IIc I �ppr�- I It \ iF�2+O�.oVA o, m NLEY 3 S111 . co a ;1 I ' +o0 - ---�- 1 r-t-' I I I I 1 ! O / I \' < I< I I M D / 1 mM OD 9 \ \ N A W Ate/ �*I'O 1 cn 00 I I to I \ \ \I co r l cp.p / I \� \ to 00 \ \ V I i \ \ m A i m I Z fn I I m !7 I 1 I I / 1 I ' 1 , 1 I 1 � \ 1 I I 1 \ I I I I 1 I 1 � I I I I I I I I I I ti I I I \ 1 X r I \ o , ' 00 , ' 16 04 l \ 1 , \ / _co zv I I au Z r \ l'/ \\\\\\ ell ,III I, Pot if —x— L -- —/ ,1 f" —' 011, t!�11111j11\\ o \ \ - , - _� J ,' , ,' 1 I II�� I / /,// / , �;, \11 1111iliki '1 It 11 it I D , \ \ _ \ -� / II 11 i l !�III�/'l�� 1�1;/ IIIIt,Il11111 '(\ II I itll \ \ \ wo m Q / /--1_\,— / J LJI II'I�Illll�lllll„��Iltlttllltlllll\ w J \ / _ , / I11 IIIIIII III It \1 \ ; f1 // ii'11il'� IIll 11l) ,Illulil„1 \\\ ill Cb If 1 1 1 �' / , llllll,l/1j1111 �IlllIitlll\ IIII I I ' _,�'/ \ `• ,�-----1,' / �/ll.'Lll�I1111111� /,II 1111111' I"1 I I , i TIMMONS GROUP m 44 o o SOUTHWOOD - VILLAGES 3& 4 °D z COUNTY OF ALBEMARLE, VA V o o ROAD PROFILE — PRIVATE ALLEY 4 to + 0 0 0 0 w 0 O w rr 0 o - o 0 o 481.7 I N 480.8 — Z L7 O D \ IT N 480.8 o Y 481.7 I I\ \ 482.6 v O 0 Cn \ p o I G 483.2 \ IT \ 487.0 \ N PV ELEV = 490.8 0 o cVr o c°Dr, o con PVI STA = 10+00.26 PVI ELEV = 486.07 PVI STA = 10+57.31 PVI ELEV = 487.47 EIVCS = 11+31.06 o m � O � BVCE = 489.011- D W N S< if m EVCS = 11+52.54 o o m " EVCE = 489.34 o a a 00 co + < 11 cr W + 00 N Cn A to PVI STA = 13+17.01 PVI ELEV = 491.06 D THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 I Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com P� 3 3 DATE REVISION DESCRIPTION m I' 0 Ln Q) m Z m Z O O M m ti j A m j A { N m O N O O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. \103\49821-Southwood—Village3\DWG\Sheet\CD\Village 3\49821-103-C8.0-ROAD PROFILES V3.dwg I Plotted on 11/14/2022 10:11 AM I by Tre Bight -465 1 ' It I I I I 1 1 \ 1\ 1 I 1 1 1 1 \ \\11 I I ICI aI I 1 1 I \ \ �.cdn-� , I , I I I I\ z l�n l 11 II II 1 1 I I I 1\ I\\ \1\ I O \\�o \ \\ I I r—�xl I / f to rn / // ///i\, \111 II \\I 1� J I 1 !�X/ I ' II / l / i ' ,- / m / / / �.l r .c► 1 I I I I 0 103NNOD-SSOt\\ \ i / 54 a AJ l \ l \ \ \ + _ —474 mo 0 n r m n M o 0 0 0 N 0 O w 0 0 C m0 XINO 0DDA r 0 0 m m o v o O 'n r mC71 0 a rn + 0 0 O 0 O + o O A A A ? A A co al Ln \I I z \ G) � Z I IT ;0 I v �D r {0 0 I A 0 1 0 Co 0T 1 m �m Oz 00 ZA \�J 00 1 D Cm °m 0 �o ❑0 zm Cn D J �❑ D / m:� / \ o \ I I 1 ( o\ TIMMONS GROUP .•-':'•. A CA PVI STA = 10+00.00 PVI ELEV = 467.83 PVI STA = 13+50.67 PVI ELEV = 472.53 PVI STA = 14+83.72 PVI ELEV = 474.62 BVCS = 15+79.02 r- O BVCE = 476.18 G < o M z z II m D � G 0) N II r (n y O N-4 n o O G I I A II EVCS = 16+49.85 °' a 0) EVCE = 478.31 00 N PVI STA = 17+36.03 PVI ELEV = 482.06 b, 00 rr THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com \ " o H � o C N �• r? N R m o SO UTH W 00 D VILLAGES 3& 4 = 3 N O ❑ DATE REVISION DESCRIPTION m Co CO ° II D n 2 z 2 F D Op z fv o COUNTY OF ALBEMARLE, VA o m 0 n o n m o ROAD PROFILE — PUBLIC ROAD 3 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. a:ci usweocroomnw000 vmageswvvulone tiuulvmage sweep- I JrUO.u-KVAU rrcvnLw va.owg I rioaeo on _i -u iwzuez e:a4 Hm I oy ire ongnc i / 7 \ I I 4`9.s \ `y \ \ _ / I EXISrING \ ` FHA 00 / 1 � \ \ 48 4a, ' o \ \ 48,2483 84 SST 13x 0 ` \ \ 481 4 E0 / 4) / 4j' 4"-8 479 \ \1 1 9 \ \ I \ W \t> / / \1 \ 1 O48 ell > 1 /NV &, / /IIll 7` / I I III G)—W- 0 1 / � I / �v J IIII Ile --1485 1000, \7-50 �\, ly Wes] -7 _ D l Ago. r GPI — IT 11 NAD 83 TIMMONS GROUP m 44 o SOUTHWOOD - VILLAGES 3& 4 ko OD z COUNTY OF ALBEMARLE, VA ioo o ROAD PROFILE - PUBLIC ROAD 4 C o 0 ^ o l J O o Cx0 A A � N r DDm r- m M.-n ACC CN 0 m� 0 Z J 0 z� 0 w + 0 0 CVO O 00 CA O CA 491.7 r� / z b 488.3 O I\\l 487.2 I 488.2 / / O O 486.2 IT I w A o D o o\° IT486.0 CVlI G Cell G CC11 PVI STA = 10+00.00 PVI ELEV = 491.75 x 3VCS = 10+98.73 < _ BVCE = 491.25 D O T r- � Z o ° n m D � C/) oN m D CJ CD A O EVCS = 11+48.71 EVCE = 490.38 W N m90 N V W PVI STA = 12+91.22 PVI ELEV = 486.11 THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION 0 Ln t7 if = m Z m Z O O M m ti j A m j A { N m O N O O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 03\49821-Southwood_Village3\DWG\Sheet\CD\Village 3\49821-103-C8.0-SIGHT DISTANCE PROFILES V3.dwg I Plotted on 11/14/2022 11:29 AM I by Tre Bright i \ I \ STREET III \ �m0 O .rnZ I / m \ -- -- --- ---� -- \ \ \ ! \ \ ObIZON \\ \ CAD \ r I / I 0 l / y , \ \ I / / N � / oo�I \ PR TH ALLEI 1 p\ - t \ _ 1 \ \ It'll 1 461 \� \ 1 \ NIp' \ \ \0 \ \ \ 10 \ o rn CD + + /\ A N 1 Ch o A Lnn 1 � 1 1 \ \ 4� � I 14+00 w i I y I \ 1 1 \ \ \ Y. 1 \ \ \`\ \ \ \\455. \ \\ \\ \ x0 0 77S \ \4%f0\ 116 x 00 TIMMONS GROUP Co m SOUTHWOOD - VILLAGES 3 & 4 COUNTY OF ALBEMARLE, VA ►o Nv O o P SIGHT DISTANCE PROFILE - PRIVATE ALLEY 1 0 0 0 0 0 0 A + O m O 0 O O A A 0 0 0) O CA CA CA 07 x mm_ � O u � w O 453.0 I` A Na \ A 0 N � \ O 461.9 O� \ 00 464.6 IT \ G� x 466.1 O I I < IT /II w / 465.1 I / I� 463.4 O 462.6 rn O I m O \� 463.7 O mm `m= (7 � n O w n C�1t O CUIJt O Cn al CCh 0 W V 0 Cn o o `m IT! o 05 I I � WO 464.9 n I/ I 463.4 ' I 464.1 1 I I \\ 466.3 I 1 0G) 466.9 Om Dri I I � � / 466.0 / I 463.9 m / 0 O IT y m 459.4 am / n Ch i Oy / ( / 453.2 mm G) -1 -i n O W n tlt CA71 CA71 00) 00) V O CA O CA O A J O 4 to V Crl THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION fl M 0 m In g D fi � Z Z Z F D O m n Ca O \ " o H � o C N R These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 03\49821-Southwood_Village3\DWG\Sheet\CD\Village 3\49821-103-C8.0-SIGHT DISTANCE PROFILES V3.dwg I Plotted on 11/14/202211:30 AM I by Tre Bright 11 i F,7\ I L v /' STREET M z m \ r It \ / o b - I / I 063 II _�� ' \\ \`\ \�� I l`' / tn/ I \ PR THALLEl1 y"' 1 / / + p\ \ \ 41) Of 461 4t�q I \\ \� ` \ °' W' IO I° \`'Ip0�A7 \I r0 +\ o \ rQ Off to w \oi ° \ I (> \ \ COI CD PR1 �ATF A67 \ 1 0 A O / / I 1 Ch 0 A Lnn v to ® I \ -4 r I \ \ 1 1 1 1 \ \ \\ \ �° \ \\ \ 1 1 \ \ \ 77%S \ 116 14%00 _ Foamsow FM pi TIMMONS GROUP Co m SOUTHWOOD - VILLAGES 3 & 4 COUNTY OF ALBEMARLE, VA ►: Nv O o SIGHT DISTANCE PROFILE - PRIVATE ALLEY 2 0 0 0 .M 0 r mW + 0 0 C b 0 0 DN r+ r+ IIQ V OW —n + _ o r o m A 0 0 on 0)c0' Co o c„ i, m m o �O n = WO 466.3 0 '� 465.8 m ^Z Y/ / /I 463.2Cf / a 462.0 I 1 I 463.5 O O 0 m �I m o \� 465.1 /1 m 465.7 rl1 I = O m m ,IIO I w 465.5 O / mm n --1 n O w in UAi cAil OAi OAi J O Cn O Cn O A A Ln A 0)OA co 11 V o cn O `n `m m O 05 I n O 464.9 O 466.0 �N 0 Z CI \ O I �O 2 1 466.8 m 5 x 1 464.9 O m n I I O 01 O 463.7 O / mo / 463.5 I I 465.2 tI 466.3 466.1 I / Wm mG) C_ n O W n O CA71 CAit m 0) V O fr O c" O s 1. Z V a J :rl THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION fl 0 m g D fi 7� Z Z Z F D O m O { n A O W 1 rb O m < O N N \ " o H � o C N R These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. a:ciuswaaz roomnw000_vniageawvvwwneeouucvniage sweep- IUruo.u-oiun i uw i Nrvur: rKuriLw vs.owg I VIOQeO on _i-uwmuza _i -i:s_i wh I oy re ungn[ NNEM ,sOEM as' INS t. c. NIS l EMU I PAN MIT IWN a. MAN, Ir- e4 r� Sr INVA "i 0 o� �O. I o D m r / m g / Z / I wo i 10 D L4 TIMMONS GROUP Co m SOUTHWOOD - VILLAGES 3 & 4 COUNTY OF ALBEMARLE, VA ►o Nv O N P SIGHT DISTANCE PROFILE - PUBLIC ROAD 1 0 0 0 A A A A A o 01 o car o 2 mm_ jG) 7: n 461.0 T \ 463.4 465.8 G) vmo 467.0 n 0 4672 I / m 466.0 464.1 m I � 1 0 m 463.0 ri / w / cn 459.6 fn v r � tt 462.2 w I I - / 463.0 462.8 I I I mm m� o W T 0) o cn o rn o r. Z THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION 0 h D fi 7 Z Z Z F D O m ¢r ti n v < O m O N \ " o H � o C N R These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. o:ci uswaocirooumvr000—vniagesluvvuioneecwulvnlage sweon- IUrUmu-oiun I uio I AINUM rKUNLw vo.owg I rioaea on _I a mieu.a _i -i:ss ww I oy ire ungn[ MA FAIL mci =2 .v es ga 111 TIMMONS GROUP Co m SOUTHWOOD - VILLAGES 3 & 4 COUNTY OF ALBEMARLE, VA ►o Nv O w P SIGHT DISTANCE PROFILE - PUBLIC ROAD 1 0 + 0 0 0 0 G= m0 A N fn fn 00 D� mm �C) 0 onc O (n 0) O � (11 V 0 `mm 0� n � W 465.2 -n \ 466.1 469.0 � Ifn v I O n 469.0 � O N co mo 468.2 466.5 m 463.0 7 0 m it n 463.2 w if Cn 465.0 �o 465.6 466.0 I I Cn � 465.9 m G) W m m� 0 _ --I� w n A A A A A o(no0o A V U1 J rr �•• THIS DRAWING PREPARED AT THE • • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION fl 0 m h D fi 7� Z Z Z F D O m ar { ti n A r.) W < A O m < O N N \ " o H � o C N R These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 103\49821-Southwood_Village3\DWG\Sheet\CD\Village 3\49821-103-C8.0-SIGHT DISTANCE PROFILES V3.dwg I Plotted on 11/14/2022 11:33 AM I by Tre Bright l \\ VV Now` -� ' � JA\ ?' FF�i�`� I r r 00 co i Ei�/�%//y� /// / � � 49n \ `\ 491 0 CID oD 4 p 0 _ I 4 \ \ �c CID 0 \ \ \ 0 Pt / \ \GT ON v — 9 / 483_ oft \48 O ---- ---- I �" i 479 \ 478 / I 1 477 _ - \ °Or \ _ I --per 01 0) A \ 9� \ \ \ _\ - p 4 v� / ` / wi \ 1 _t to 475 / —// \\/ 476 / 0 1� LTI O It \ / 477 472 (X Lin 14 QD //Y29�'xb\', — — UG U \ \ \\ m rn CD I D _ w m o Ii NAD 83 r y to J TIMMONS GROUP Co m SOUTHWOOD - VILLAGES 3 & 4 COUNTY OF ALBEMARLE, VA ►o Nv O P SIGHT DISTANCE PROFILE - HICKORY ROAD 0 0 0 W 0 0 W + 0 cAi, rn rn -4 -4 m m mA 00 ch o ch o to o ch o t-2 mm 00_ 3: n 0 482.9 Q -n 476.5 474.5 fill / 1 CO 471.9 / 00� / 469.1 rn 0 / / 466.1 %ri 463.5 � x / O / rn 462.1 rn u 1 1 463.0 1� 1 A It 464.0 y o� 00 �00 M � o 465.9 l I Wm m0 0 = .I --I II O w T Vt cAn OAi OAi V -4 0000 00 (AO (T o C)t o (n o G1 o THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 3 3 DATE REVISION DESCRIPTION n 0 m g D fi � Z Z Z F D O m { n A tp A m < O N A s \ " o H � o C These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 103\49821-Southwood—Village3\DWG\Sheet\CD\Village 3\49821-103-C8.0-SIGHT DISTANCE PROFILES V4.dwg I Plotted on 11/14/2022 11:36 AM I by Tre Bright \ x / ' 4 / 491 Q Q 1 / 4 rQ 4 491 \ \ -485 Ch CO 488 -83 487 4, \ G 485 48 _ x 3 \ 9 ° / \ 47 O — — y480 \ /-- 479 478 /� 4 — 477 "� / I 478 41 4 / \ — — — — Y \ \ / ' / 4761 477 \ 475 — Ir 410 to \ / 1 \ / A I 1 \ s 7 I I I 470 472 X. I p)S 476 t I 1 477 1 1 l\z4 i / 4A O y I I 1 / / I —480- op 1711 > m o - / \ D�i� / NAD83 / A I/ ,to I— TIMMONS GROUP � m 4 o SOUTHWOOD - VILLAGES 3& 4 O0 I z COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILE - PRIVATE ALLEY 3 6 q^ O 0 to v, O I _ J % o 0 DCD m CD CD N T o N O In N + O 0 A A A A O AO 00 A co A co CA O U Ch W x Zn mm 0� 0 II 00 w 474.3 ym mo x ma m �o G) x 475.1 0 OT \ \ m m \ \ n 482.3 \ \ 0'Q m z �\ 487.1 \ 492.0 M m_ `m0 —I —I II O W T o V -4c coo ccoo 4. to (AO (n o (n o cn o cn 6 V V 000 000 coo cn O (n O o1 O 477.7 O >o = mm0 _Trje) \ q O In 478.9 m u m rat 1 IOO II G) O w 1 W = v-' mZ mm 479.9 O WO -n 0) V V 000 000 co CA O CA O cn O THIS DRAWING PREPARED AT THE • •0000, YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Pz) 3 3 DATE REVISION DESCRIPTION n m p 0 p \ = Z Z (I.lil O M m A m j A z { N r�r O N O O Ln 0 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. is\103\49821-Southwood_Village3\DWG\Sheet\CD\Village 3\49821-103-C8.0-SIGHT DISTANCE PROFILES V4.dwg I Plotted on 11/14/2022 11:37 AM I by Tre Bright / / S / / ep%�TMFOOG / (90��/vG2TS/ yTpJ SOU T & MFO0 r9 �O/h NTS 0 \ J EN-A�\eL� H i\\ O O 2p0.60, _ �\ EXISTING FHA \ r ^ / I 1/ \ , \ kl cyl 8'88a \ \ '486& 486 \ ! � /48? / \ \ 481 480, 49 70A6 \ / B ti o 1 I \ \ Q/ 1 / \ 48 0000l 00 ZR It I I < I I I `/ 46a\,/// \III` ¢as I—w—� / — I I\ \ 1 1 1 I \ I I � � — �/ I 1/II ✓ II � —T-- /// ccop All co cro \'K1 465 —\00,IT / JAI � 480 / \ — I ' — — — — Ln W m / o I I l \ \ / +7 / —I I \ _ W— �I w NAD 83 / / / \ I ti / \ to 0 0 0 D+ � o m0N D XI r "D M r'r mm a d Cr, o� + O0 0 r M TIMMONS GROUP .•-':'•. w 0 O w 0 0 A A 00 A 00 A to A to CA CDo to o � W `mm o 0O � n = 490.3 O 540 O 0 O / 488.0 // _ In q � 0 /o �r IT 486.1 m w 1 / _ 1\ 4874 I � 1 I IC0 486.5 / C I I 486.1 AA D / I mZ O I o0o m_ m= _..I n O Wn <Jt 46 o _n o cEn o c�ii I THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com :n s a 0 a m44 o S O U T H W O O D VILLAGES 3& 4 u ti m O o DATE REVISION DESCRIPTION Co 1 03 z II n 2 z 2 F D o N o COUNTY OF ALBEMARLE, VA o m O o n o n o SIGHT DISTANCE PROFILE - PRIVATE ALLEY 4 o These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.