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Home My WebLink AboutARB202300001 Plan - Submittal (First) 2023-01-03SITE DATA: TAX MAP PARCEL: TOTAL PARCEL AREA: LIMITS OF DISTURBANCE: OVERLAY DISTRICT: OLD TRAIL BLOCKS 24, 33, & 34 055EO-01-00-000RO MARCH MOUNTAIN PROPERTIES LLC DB 4954 PG 12C 17.24 ACRES ZONING: RURAL AREAS (RA) 055EO-01-00-000A3 MARCH MOUNTAIN PROPERTIES LLC DB PG: N/A 20.39 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH ZMA2015-00001 37.63 ACRES 17.12 ACRES NONE MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT:JOE MEDLEY JOE.MEDLEY@TIMMONS.COM SURVEY CONDUCTED: 2021 DATUM: HORIZONTAL: NAD83 (NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS (BLOCK 24): FRONT: 5 FT MINIMUM/25 FT MAXIMUM SIDE: 5 FT MINIMUM REAR: 5 FT MINIMUM REQUIRED BUILDING SETBACKS (BLOCKS 33 & 34): PENDING SPECIAL EXCEPTION SUBMITTED ON 12/18/2022 FRONT: 5 FT MINIMUM/30 FT MAXIMUM SIDE: 5 FT MINIMUM REAR: 5 FT MINIMUM MAXIMUM BUILDING HEIGHT EXISTING USE: PROPOSED USE: GROSS RESIDENTIAL DENSITY: PROPOSED OPEN SPACE: MAXIMUM IMPERVIOUS COVER: WETLAND IMPACTS: UTILITIES: PARKING REQUIRED: TOTAL PARKING PROVIDED: SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] SIDE: SINGLE FAMILY ATTACHED- 4.0 STORIES OR 60 FT VACANT RESIDENTIAL LAND RESIDENTIAL DEVELOPMENT FOR SINGLE FAMILY DETACHED UNITS 62 UNITS/37.63 ACRES = 1.65 DU/AC 0.36 ACRES 1.05 ACRES NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT ACSA PUBLIC WATER AND SEWER 2 SPACES PER SINGLE FAMILY DETACHED (62 UNITS) 124 PARKING SPACES REQUIRED 2 GARAGE SPACES PER SINGLE FAMILY DETACHED (62 UNITS) 2 DRIVEWAY SPACES PER SINGLE FAMILY ATTACHED (62 UNIT 248 MINIMUM PARKING SPACES PROVIDED 1. THE SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 2. THE SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA 12/21/2022 Oa J rai P e 'o l C+o�t o G�e� CtOS�S� ti RO`N accr.'God Kd -he M SITE v LOCATION O 0a �wIck 9sa�,t+ S�dpt�� Hllsboro =' Pke Cemetery Esc RpCkEbh G3P j3 a 0 Z J V VICINITY MAP 1"=1000' DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC 1005 HEATHERCROFT CIRCLE SUITE 100 CROZET, VA 22932 CONTACT: DAVE BROCKMAN TELEPHONE: (702) 985-9088 EMAIL: DAVE@OLDTRAILVILLAGE.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JEREMY FOX, P.E. TELEPHONE: (540) 885-0920 EMAIL: JEREMY. FOX@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 OVERALL LAYOUT & UTILITY PALN C4.1 LAYOUT PLAN C4.2 LAYOUT PLAN C4.3 UTILITY PLAN C4.4 UTILITY PLAN C4.5 UTILITY PLAN C4.6 LOT & EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 ROAD PLAN C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 STORM PROFILES C8.0 UTILITY PROFILES C8.1 UTILITY PROFILES C8.2 UTILITY PROFILES C8.3 UTILITY PROFILES C8.4 UTILITY PROFILES C8.5 UTILITY PROFILES C8.6 UTILITY PROFILES C9.6 SIGHT DISTANCE PROFILES C9.7 SIGHT DISTANCE PROFILES C9.8 SIGHT DISTANCE PROFILES C9.9 SIGHT DISTANCE PROFILES C9.10 SIGHT DISTANCE PROFILES C9.11 SIGHT DISTANCE PROFILES L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS TOTAL # OF SHEETS: 51 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE � \LTII Op Gf IEREMY L. FOX y Lic. No. 60786 12/21/22 �S70NAL'� rA N z 0 f f Am Z O H E U U LU w 0 Z O U) lD I DATE 12/21/2022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE N.A. M cz M M \a (D N " tY w J Q w U\� LU m O a C) J LL O M W J z 0 O i--i a DC J r•1 L IOB NO. WJJ.w SHEET NO. CO.0 L GENERALNOTES LEGEND 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 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 ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). SEPTEMBER 14, 2021 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 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, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE THE LINE. OF ROAD. (N/A) 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE SLOPE OF 0.004 ft./ft. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 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 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. THE END OF THE DAY 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. REVISION OF THE ACSA RULES AND REGULATIONS. 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 As -built Road Plan Policy 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 Coun only reviews private road as -built plans. The coup does not review or YCounty Y P P county 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. An ortiorts outside the right-of-way or easement must be gh Y Y P corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between � P , rP measurements. Show the as -built centerline over the designcenterline. Distinguish between them b Sur Y 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. Albemarle County Public Road Acceptance Procedure The processing, inspection and acceptance of public roads is administered solely by VDOT. The County is not involved in this process until the road is ready for acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the minimum mad, the requirements of this policy must be met, if only to ensure that all improvements are in right-of- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. eP Y P Formally, this is sent directly to the county on an AM4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is seat to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior P to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is nut known how long improvements may sit, or need replacement, partial releases may not be possible. 4. Signed and sealed letter from a professional engineer listing 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 `St 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. 5. 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 approved by the County. This means the as -built plans have been approved by VDOT, and they have agreed many discrepancies, which should be documented in acceptance correspondence or punchlists. I Nov 2011 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 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). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT 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). Albemarle County Private Road Acceptance Procedure 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. 1. Tests and Inspections: Have all necessary Ytests and inspections performed by a Professional engineer or eotech or VDOT certified inspector. This should include at a minimum ;P g P , 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 andplats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P g , sight easements, and right -of --way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or'Yo 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 approved by the County. F0r COUNTY OF ALBEMARLE gym., Department of Community Development �IAGIN\P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities reference Water Protection Ordinance 17-422 . It is preferable erable that the ( ) f 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 treat and for drainage to the facilities. treated, 8 P S g 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, culverttpipe 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. �Hh` '" OF 7af`w � 11:RLMY L. 1'OX Lic. No. 60786 P '2121/ 22 ��sIONAL �G� am O oc t7 N Z 0 f [no w a DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE N.A. M 06 (M M �Q �} Z (n N(D Q LLJ J W Q C) U w m 06 O < W JoW co0 O J z 5 O Z I� I..L 0 J JOB NO. 9639.0 SHEET NO. C1.0 I Nov 2011 L COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 4" DIAMETEI AND VALVE WATER PVC THRUST VALVE Bi M.J. FITTI TD-13 PLUG ON-LINE (TYPE "B") VARIES THREADED COUPLING BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS METER BOX (SEE FIG. W-7) NO. 57 STONE 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 PEA") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 AIR RELEASE VAU BRASS OR BRONZE PIPE BRICK SUPPORTS OR SOLID GEM NT BLOCKS •COPPER" SOFT STOP GRADE GATE .�IIk�14 STONE 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 WATFFRLINES SMALLER THAN 12" USE A i" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS no. W-9 M-20 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. i LENGTH OF BRANCH VARIES 6' MIN 21 TO 10, (2701 18-22" 7 CU. FL VALVE BOX #68 STONE 42"MIN o 6" GATE VALVE B"XB' TEE 2500 P.S.I. CONCRETE / BASE AND THRUST i.'. fM'�� R } BLOCK AGAINST \\\VIi/ UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR 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. DOVER 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. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID u I� M.J. CATE VALVE WATER LINE b . I 2500 P.S.I. CONCRETE A, n 2'x 2' BEARING AREA. THRUST BLOCK 4 a, a A . c . NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. WI TD-9 1' COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 0 rom NOTE NO SWEATED FITTINGS DUAL SERVICE 1' TYPE M SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE M FOR USE ON ATTACHED SINGLE FAMILY RESOENnAL SERVICES OR DUAL READDmAL AND IRRIGATON SERVICES R V COMPRESSION X 3/4" MA1E PIPE COUPUNG '1TOR APPROVED EQUAL / FOR UK ON DETACHED SINGLE FMILY RESIDENTIAL SERMCE WERE AN IRRIGATION METER IS NOT PROMDED. IRON UD -FINISHED GRADE fro BEND COIPUlG- - piS, MEEK CIXiPatAT011610PBRIM AS NECESSARY SAND OR DUST UNDER:�:+4''!'n.�' BOX AND SETTER (2-INCH YDOT SPED 203, N0. e) 'ti; °:% ��.`4T"-': AGGREGATE MINIMUM THICKNESS) Y"�'" TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 - FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 GOATS OF BITUMINOUS PAINT. BEND SIZE A B C D E F 4' - 6 1'-B' V-S 2'-6' 1'-2 2• 1 1 r W 2'-3 3'-0 2'- V 2,-e 1 14' 11 1/4' W" 2'-9 3'-9 Y-8 Y-0 X- Y 12' 3'-0 4'-3' 3'-O' 7- 3'-e' 2' IS. S-6" 5'-6' S-3' S 4-e 2 1' 4" - 6' X-6" 3'-0 2' W 1'-8 7-e i 1 4 22 1/2' IV S-3" 5'-0 3'-0 2'-9" 3'-9" 2" 12' Y-9" 6'-3 3'-0 3'-6 4! 3' 2' 18" 5'-0 7-6 3'-3' 4'-0" 5'-6' 2 I/Y 4" - V S-O" 6'-0 3'-0" 8-3 S-3" 2 1/4 e' 3'-6" 8'-6 3'-0' 3'-e" 3'-9" 2 1/4" 45' 10" 4'-g T-g J'-p" 4'-3" 5'-0" 2 1/4" t2' S'-y W-D 7-3' 5'-0 5'-V 2 I/2" 18' e'- 11'-0 Y-fir Ir 7'-3' 2 t 2" 3" THREAD 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE 8 CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A B" NOTE: RESTRAINED JOINT FITTINGS. 4Z Minimt Certification of 959 compaction required Q Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil or as approved by the ACSA. TD-4 Side View •o 4- 4 4' II° n•a a 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD5 ASIM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DM SOIL (TYP) ALL -THREAD ROD ��'•' WATER MAIN UNDISTURBED SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. w-30 TDTD-66 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES •--10't-►I I 30'= 5' III III 5' 1 1 IT V WATER SEWER 3 A Of Of C LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETCD EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 Tn-I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL a.1 24- IN 8•1, INITIAL BACKFILLU ll MIN O MIN. BEDDING 8 STONE + STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a'MI INITIAL BACKFILL 4 I UNSTABLE B" g^ g• e• SOIL MIN. MIN MIN. #68 STONE \'- - -GRANULAR FILL AS `•.O. •':= R APPROVED BY ACSA � ;� _'•' rr= STA STABLE •SOIL 'OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 YIitRT PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FE W.M. (FEE CU.YD. BEND L H T L H T 90 2.50 250 3.01 0.24 4" & 6" .45 200 225 260 0.15 200 225 2.50 0.15 221/2 1.50 700 2.52 0.10 111/4 1.50 200 250 0.10 90 3.68 &16 3.21 0.40 45 286 288 277 0.28 8• 221/2 1.66 2.15 289 0.13 3.16 2.91 2.66 0.32 111/4 1.66 216 267 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2-95 0.43 3.63 4.00 283 0.52 22 1/2 2.33 2.58 286 0.24 11 1/4 1.83 233 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 NTS FIG. W-3 TO-3 -ALTH OF 5 .,ENEMY L. FOX J Lic. No. 60786 � Z/2/22 'C4�� oF�ssIONAL' G ^� E 0 N O6 N a > E w vE - Z QKU + u 3 L-, 0 LL n wO m.H 2 W L M a J U 00 Z w J -u1 O 1••I InLu NN d V Z Y 0 Ln a x In �� w w o¢ �" LID x c N Z =U ~ C Uri In 00 N i � M � a � W J Oo I- Uri EL' 0 x CO O x F w w w 2 Q U C] a Z O in DATE > 1212112022 O DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY • J. FOX SCALE N.A. M 06 0 M (M �Q z N > LLT _i w o Uco �^^s OLL vJ Jow CID 1 1�1 ? O 11 O I� I` 0 J O JOB NO. 49639.003 SHEET NO. C1.0 0 c a i c a a 3 c a 0 a0 a BZ 20 C E O a c a a a� O w 0 DD Z m 0 m M $ P -6 r Q d2 .Z Y m X C 015 2 C 12 Iii `O E C a o 6 a c Nc 10 a o - w o W .- � U c 2 La � n O c a a Ti P w E F_ L �ALTF-[ OF SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN. 60' DIAMETER MANHOLE O LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED. (, JEREMY L. FOX TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED F- TO THE MANHOLE. Lic. No. 60786 71174DROPHA1101_1 PVC CROSS z 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALLO USING A PIPE SADDLE °3. Z/2/22BE CONNECTED USEBOOAPPROVED FLEXIBLE RUBBER MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X ° ANAL (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN s v 3000 PSI CONC. BASE DIAMETER OF 4". TED 6 STOPGASKCOUPLINGor°a BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVE172 o 27' CHANNEL 1/4" 1' MIN OF 3 FEET. ;: J.;"• DROP PIPE PIPE STRAPS -,?•s z ; ♦- ° (STAINLESS STEED n:c•+,H SPACED , M E O EATED 4 ERTICALLY ;"',�` i, ai ` `y �- 6 x FINISHED GROUND MARKER 90• RESTRAINED BEND ,"�i• f"' BRANCH > E R- Y4' I SEWER ° INFLUENT 12" T J 'r- iLu E 4, .� • PIPEA. � � w . 1 . CONTROL JOINT SPACED ' 4 ' ° 4 < " "^IN SEWER F �� I- H v 3 AT WIDTH OF WALK (MAXIMUM) "„ „4 ' . , PPE \ 4 O o LL 3 ` PLAN a �4 • EXPANSION JOINT AT MAX u z OF 30', WITH PREMOLDED PLUG END OF PROFILE -Ui EXPANSION FILLER MAIN LINE SECTION SERVICE LATERAL MIN 6' BEDDING WITH NO. 68 STONE W ry d CONC. WALK 450'0" 1. HEIGHT OFTHE VERTICAL DROP PIPE WILL BEDETTERMINEDBYTHE ACSA,BUT SHALL NOT BELESSTHANTWO FLEXIBLE CONNECTION NOTE: N M (2) FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO a U ¢ Uj Uj 2. VERTICAL DROP PIPE SHALL BE$DR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL o ar (` p THE DROP FITTING WITH STANDARD GASKETJOINT. w BE CORED AND A FLEXIBLE _ ,�,( z 0 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS $HALL BE MADE OF CONNECTION "BOOT " INSTALLED _ <`�° 8, T Ill STAINLESSSTEEL. rn (n 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSMON FROM DROP CONNECTION DISCHARGE POINT N > fIN LINE WYE-TEE TO SPRING UNE OF MANHOLE INVERT. \\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\ PLAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. TYPICAL MANHOLE PLAN COMPACTED SUBGRADE 4" 21-B STONE VARIES 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER CROP CONNECTION, OR S H 0 WI N G BRANCH TIE - N R TWO 8" DIAMETER DROP CONNECTIONS. Ln SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS 0 N.T.S. N.T.S. FIG. S-I-B CONCRETE SIDEWALK JOINT DETAIL FIG. S-2 FIG. S-1-C2 Q TD-33 TD-30 TD-27 No Scale F 0 w w w = Q Q FRAME & COVER 2 �€ o DATE ,N ^�• FRAME & COVER (SEE FIG. S-I-D,E) in PmgJ SEE FIG. S-I-D, E > BACKFlLL SHALL fi s NONE PAVEDFACE AREA� STREET SURFACE OR NON -PAVED AREA o 12/21/2022 NTAIN ROCK MATERIAL O �g I } 36"MIN THAN 5" IN ANY T SLOPED AREA SLOPED AREA DRAWN BY ION qe EVJ ^�A°-, `•% r�r % S:......,. .. • cirX.-_'•, L 24 L BACKFlLL• GGG11i 2•_p^ RUBBER COATED STEEL STEPS 1'-O" MAX CAST IN PLACE 1'-0" MAX A. MABEE 6"MINLIFTS) DESIGNED BY 7REING EMBEDMENT OROUGHLY COMPACTED PRECAST REINFORCED "0"EU CONCRETE sEcnolNs WITH o" RING sEQU 2'-0" • SPRING UNE O HAND OR APPROVED OF PIPE CHANICAL TAMPER `s E $S n $ G ° Q mg�NO. N"o Oft APPROVED EQUAL J. FOX r'.6 m RUBBER DPLACEL 3'-O" MIN CHECKED BY 68 STONE - _CHING �g aTHE 3'-D" MIN DROP CONNECTION StIALLING STEPS CAST N 6" max 4" min $ Lu a8 q E of �z ° DUCTILE IRON PIPE (CLASS 50) e s" BACKFlIIcn IN 6" LAYERS ANO PRECAST REINFORCED • DATION (SHALL BE E E COMPACTED BY HAND TAMPERS OR4 t 'a BACKFILLED WITH SELF-COMPACTING"0" CONCRETE SECTIONS 1 IN 16" MAX RING SEALSIRED J. FOX SCALE WHEN SOIL E E 18" MAX STONE. T MINIMUM ELEVATION T CONDITIONS ARE UNSTABLE AWN �m [- DIFFERENCE ACROSS M.H. 5" 4'- " ALL PIPE) " E 5" T • ••+ m �E hu MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN '" FROM INLET TO OUTLET N.A. ACROSS M.H. FROM INLET TO VARIEl SHALL BE 0.20 FEET. OUTLET SHALL BE 0.20 FEET ' CONCRETE VARIES •' ,,, DEPTH OF FLOW LLETS •• • A FILLETED INVERT FOR A SMOOTH CHANNEL TO BE • p.. TRANSITION OF FLOW BETWEEN 3/4 DIAMETER OF NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE OFS • t• INLET & OULET PIPE SHALL BE 12�.; CONTRIBUTING -'--- SEWER.TT 4 BACKFILLED ENTIRELY WITH N0. 21A STONE. I A FILLETED INVERT FOR A Shoo 2. FOR DUCTILE IRON PIPE THE BOTTOM THE TRENCH SHALL BE SCRAPED z 3/4 CIA OF LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE WM M AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 � ° M�rBEDDIN�GWTH. BEDDING STONE SHALL BE PROVIDED' E �� E mc E w E NO. 68 STONE PROVIDED. MIN. 6" NOTE W/ NO. 68 STONE 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"g �� " NOTES: : BEDDING OF NO. 68 STONE' n n �� 1. BEDDING THICKNESS REQUIREMENTS MOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE IL I SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE O O IL L 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 41 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED OUT. M TYPICAL SEWER PIPE INSIDE AND INSTALLATION IN TRENCH TYPICAL MANACLE SECTION TYPICAL MANHOLE FRAME & COVER TIE-IN O6 TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH N.T.S NTS FIG S-I-D NTS N M TD-31 FIG. S-3 S-I FIG. S-I-A FIG. S-I-C M TD-34 TD-25 TD-28 a \ Z i--I Cn PRECAST CONCRETE MANHOLE BASES - MALL BE FABRICATED IN ACCORDANCE (D J WITH PART V, SECTION G OF THESE SPECIFICAw Ns. A , ( v IQ. ROADWAY SLOPED AREA RUBBER COATED STEEL STEPS.' CAST IN PLACE '.: "''•'a'"'S , A FRAME &COVER v) J W (�T () D'A HOt>•_s [ o IS+Wmn] T• � 1/4• pA SEE FIG. S-1-D, E PRECISE REINFORCED CONCRETE ::". '• SET DOGHOUSE BASE 4:. •' EXISTING SANITARY ON CONCRETE BLOCKS ^ SEWER PIPE � Q � C) n 0 C (� I66Jmm] It7Bmm] �_ _� [508mm] SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 1'-0" MAX .: DOGHOUSE OPENING SHALL '°'° ,' 0. A� MIN. 12" CLEARANCE BE PREFORMED BY ' " • • :: • BETWEEN EXISTING PIPE MANUFACTURER OR R'W '• ' :. AND STONE BEDDING SAW CUT TO FIT PIPE ' •'><" • :.: ( , v w m J O Q 0 -" U) = PAVEMENT Ir LT22"x,0w 05mm] ® APPROVALREQUIRED WI ACSAMAY OUTSIDE DIAMATER "•+.' ..4:a• PLUS 6". .§A. 12* LL UJ O O "26' 0.: No. BI STONED BEDDING CO 42' MIN. I [914mm] (660mm III--- t 1/2' FRAME SECTION 13/16 [3Bmm] 8"Wx18" AND 4"xB"xi6" ` SOLD CONCRETE BLOCKS z O COATED STEEL BAND OR STAINLESS 0.25' MIN. THICKNESS STEEL CASING INSULATORS 42' MIN, STEEL CASING I 112" CONCRETE FILL I i [2omm7 2• (5,mm) ,corns (aEc M wSN) THE DROP CONNECTION SHALL BE 3'-0" MIN a DUCTILE IRON PIPE (CLASS 50) CENT ,W/MS WALL (4 EACH) DOGHOUSE MANHOLE BASE 1 J 0 Z _ BOTH ENDS 1" BACKFILLED IN 6" LAVERS AN6 ll_� U �r- D5mm7 NI A1 31/6' 1/2• I CAP' Ar (79m11 I15mm7-I e COMPACTED BY HAND TAMPERS OR 5` BACKFILLED WITH SELF -COMPACTING I,nnn,nnn,niunnu,n,innnnn,nn,i,innnnnn,nnn nun nn u,nu,nn nn,un,innnnn,i, < 1V I I 3 13/is" 0 2a t3/16" 2 I/A" [s�mm] LST9mm7 LD4mm 0 26 STONE. 12 MIN 16" MAX ' MINIMUM ELEVATION DIFFERENCE MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE WITH 3.000 PSI CONCRETE „ 2'-�T 7' DR 8`I 7' DR 8'� 2'-0' j 2'-0' 0 17 1fr 1 3/e" I635"'"'] [tTmm] I35mm7 9/16" O.D. a 6Kt CRaovE [14mm] SECTION VIEW 1/4' (6mm) DIA . 0 ACROSB M.H. FROM INLET TO 5" 'i OUTLET SHALL BE 0.20 FEET ON FIGURE S-1-A OR NON -SHRINKING GROUT M BOLT SEE Aap1BLY NEOPRENE GASKET 0°''w' 12"MIN 12'MIN A FILLETED INVERT FOR A SMOOTH UCTILE IRON PIPE I IS' OR 20' JOINT OF DS I ESTRAINED JOINTS) I r (2) W R 1/10 x 3/8 x 1 1/2 S (2) WRED eoo' K. ROBBIM Pun► W951015 E W Plclmws [5mm - I' 1 5/6" W BLT HEx 5/B-nxa 1/2 ss VAR( G.. TRANSITION OF FLOW BETWEEN •• INLET & OULET PIPE SHALL BE ALLOW CONCRETE TO FLOW MIN' WRAP EXISTING PIPE WITH Q 2400 [atmm PARE, DD9B1230 1/2' •h PROVIDED. A NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE E GAS NOTE 1. STEEL CASING EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF 7 1 1 1/B" (29mm) DU BOSS [6mm 1SIIIm .53 OU. STAINLESS STEEL ROD (2) W ,, s/n l0 Aso W s PLAN VIEW [ PARV 0098131E .i. ��, FITTING DIMENSION VARIES WITH SLOPE. OF STRUCTURE BEFORE THE OPENING PAVEMENT, WHICHEVER IS GREATER. 1C 2. ENDS OF CASING CAN BE SEALED USING APULL-ON END SEAL GASKET IN LIEU OF CONCRETE FILL PICKBARSIOCIfLUUG MOLE DETAIL xmEs: 2) NUT W 5 FM# OwsI;iBi 11 a' "� " ' ' , 't . 12 ; h' i"• •.... o' p �., � �' NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING O 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT 1W AFAR FLWOP ER OR LOBE Co IN AREAS SUBJECT TO FLOODING 91NL NAVE WAtERilaiT FlEAME k COVER. 0) NO( w JAN 5/9-11 ZN 1. ALL MANHOLES DESIGN 2 D WATERT Dtu CL'DR COMBALTERNATVEBNA BE eD M N LO PARrI W9Bi229 a cD11ERs sxaLL BE FDfED TO FRaMES reTx LoaaNc wcs DR SIMIUAR A55EMBLr. LUGS SWUM 3/4 CIA OF LARGEST TWM�` WATER (2) 1935R LOCK W TYPICAL WATERTIGHT (sham PARIN 001W595 PIPE IN MANHOLE 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE TYPICAL STEEL SLEEVE INSTALLATION LOCK LUG ASSEMBLY MANHOLE FRAME &COVER MIN. 6" BEDDING WITH N0. 68 STONE FOUNDATION SECTION VIEW UNDER ROADWAYS N.T.S FIO S-I-E NOTES: ,,,,,,,,,,,,,,i,„,I,„,,, , , I,,,,, I I a nnn,innn,i,nnuuulil u,nuu„ TD-32 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE NOTES: N.T.S SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. FIG. W-10 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. FLOW TO THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS. OUTLETS TD BE SEALED & GROUTED 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 49639.003 NTS N.T.S FIG" S-1-CI FIG. S-1-Al SHEET NO. 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MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE 1"=60' z M Q 6 z (M 0 M Q J qzt z 0 N (D � w J Se < od U) Umz 0Q0 J o H W z z 0 0 Q 0 z 0 X O W JOB NO. 49639.0 SHEET NO. C2.0 0 a 2 0 0 3 a a0 o � dZ 20 0 c E2 a c m a0 0 0 m me a 0 F N `oF; 'o Q � n d 2 .Z Y -d N X C 0.0 0,6 2 12 c `o 0 m 06 a c 2c 10 a 0 �+ o ur .- � U c 2 m� nr o c 0 m n0 w E F_ L • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • d' • • • • • • • • 8" PVC _ SAN, I I I I I I I , •� I I I I ,••� I I I I I I I I q i3 � J / •.' 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I I I LOT 2#, I I LOT 20 III LOT 20 III LOT 3011 .1 LOT STREAM BUFFER LOT l I LOT I I LOT • UME LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 8 LOT 7 G7 SHEE -C4.1 M INSET YY- x —X— SEE SHEET 4.1 ROCKFISH GAP TPKE U. S Jll' 4 ------------- -------------_-___ --- m wil G TMP 055EO-01-00-000A4 MARCH MOUNTAIN PROPERTIES LLC ZONING: NMD NOTE: HOUSE FOOTPRINTS ARE SHOWN FOR CONTEXT ONLY. ACTUAL FOOTPRINTS ARE SUBJECT TO CHANGE WITH SUBSEQUENT SUBMITTALS. 0 v NLTH OF O d 7�fM� J JE:RLMY L. E'OX Lic. No. 60786 12/21/22 O�F�sIONAL �G� ^� E 0 N O N � > E v w LL :El LL 2 W L M ¢,5 Uo z w .J. — In C LL a NN i{`/1 � Q U o c x C N >N z C =U ~ C � r O Ol tz N � M � OJ J to H- ui a! 0 cD O x 0 W W LL H = a U C Q z O in 0 O Y I� DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE V M 6 Z II J M a M � � N " > Ld06 Uwe O ca J0a J Z J qua w O 0 J O o JOB N0. 49639.003 SHEET NO. 0' 12 ' C4.0 a 2 c L INSET 1 LOT 48 11 F LOT 47 LOT 49 Z / / 34' IEREMY L. FOX / STREAM Lic. No. 60786 / / I BUFFER PQ 12/21/22 vk� // 2 LOT 53 IONAL co 46 \ z / \ LOT 50 ` 34' I ROLL -TO \ v o CURB 18' / - N / MIN. ` > E (TYP.) STREAM co 3 a E UwLu > r, \ Qu-tu 3 \ / OPEN SPACE 'LL` o 0.357 ACRES / �Z ` ' a m u z \ LOT 52 \ ` ji o N O % LOT 51 4 z R25' 34' o a yg J R25' R25' V uaw G-6 = < �^ o C 1 ` G-12 C ° 0 N i N T. STD. R1 1 m — R25' STOP SIGN WITH CG 6 I CG-6 "NO PARKING" J R25' ROAD NAME SIGN R25 SIDEWALK (TYP.) U PLANTING STRIP (TYP.) ROAD A SIGN (LEFT VDOT. STD. R1-1 STOP SIGN 5 "� v •r ui NTING STRIP (TYP.) 34' 5' SIDEWALK (TYP.) 59' PUBLIC R/W ARROW) WITH ROAD NAME SIGN W— o R25' I I CG-6 = R25' (D Lj LOT 1 VDOT STD. 1 1 A SA cn S AN STOP SIGN &w Li ROAD NAME SIGN = 0 9 0 1 I O DATE I I I � 12/21/2022 ..:�_..;:.;. 0 DRAWN BY LOT 43 LOT 42 LOT 41 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 I LOT 2 A. MABEE UDESIGNED BY 1 ( • J. FOX C , 11� • y CHECKED BY r R25' FOX A J. O :,. � �.' �;:.�. �' �. I • SCALE --- — --- 6 CG-6 VDOT. STD. R1-1 LOT 3 1 "=30' ROLL-TOP 16' 20' ALLEY A 16' STOP SIGN WITH G-12 • CURB TYP. CG-6 24' R/W (TYP.) ROAD NAME SIGN I • J R25' T R25 ' ..... ....... I 1 ... I LOT 4 n I U U J J LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 O a M 06 ROLL-TO CURB 1 rn ��' �� ■ Ell • • I ILd • ,. ROAD. •• Lu ROAD I • co _j •_ �. .. LL !ems ®I��i��■1��®�L�I��®��I®ice®��1�� - . . i LOT 15 II t,r��tgoggal IAll� m=ya�n�:�drd=5 D a •... •.""• • LEGEND •� • • • • 0 HEAVY DUTY ASPHALT • 0 •• LIGHT DUTY ASPHALT CONCRETE SIDEWALK • • • • NOTE: HOUSE FOOTPRINTS ARE SHOWN FOR CONTEXT ONLY. ACTUAL FOOTPRINTS ARE I SUBJECT TO CHANGE WITH SUBSEQUENT STREAM BUFFER I pk SUBMITTALS. I ' ` / \ LOT 59 LOT 60 LOT 58 / �! I \ LOB F FRONT / SETBACK v (TYP) 14 5' SIDEWALK (TYP.; 6' PLANTING STRIP (TYP VDOT. STD. R1-1 �J STOP SIGN WITH ROAD NAME SIGN �O U R25' II VDOT TCB-1 TEMPORARY BARRICADES PARKING" 5' SIDEWALK (TYP.)J ROAD A "NO PARKING" J SIGN (RIGHT 6' PLANTING STRIP (TYP.) 34' 6' PLANTING STRIP (TYP.) SIGN (LEFT _ ARROW) 5' SIDEWALK (TYP.) 59' PUBLIC RAN ARROW) W v R25' VDOT. STD. R1- STOP SIGN WITH SAN=NL-- N S AN ROAD NAME SIGN I 10 w J Q I I FI VDOT. STD. R1-1 STOP ! WITH ROAD NAME SIGN LOT 44 I I I LOT 43 I I I LOT 42 I I I I LOT 41 11 11 I LOT 40 11 I 11 LOT 39 11 I 11 LOT 38 I I I 11 LOT 37 11 I I LOT 36 I I I LOT 35 VDOT. STD. R1-1 STOP SIGN WITH 1 ROAD NAME SIGN R25' I ROLL-TOP CURB R25' I I I LOT 34 LOT 33 LOT 32 ILA VDOT. STD. R1-1 16, STOP SIGN WITH (TYP.) ROAD NAME SIGN �ALTH OA �Gtn I LRLMY L. FOX Lic. No. 60786 12/21/22 owl, ^� E 0 N O N C > E — _-- — - W E -� Lu LL 0 LL , n — W O t0 EY PL a�Uui z w'j—co O W N N d FF� i W w I U.i = C N Z =U >N O C o) n I N > � M � OJ J to H- I Iui z� ISCALE 1"=30' _ ( F 0 30' 60' > I L w H Q z O ` in DATE j 1212112022 O ` DRAWN BY A. MABEE DESIGNED BY •• J. FOX ` • CHECKED BY ` J. FOX • • SCALE 1"=30' 34' M 06 1 M 4 � M \ z N � Q 12 CG-6 * J Uwe _— CG- O Q O J 5 LL Q Z J o H� U LOT 1 J LOT 2 9 U . ..... LOT 3 JOB NO. 49639.003 SHEET NO. C4.2 L —1 1 0 5 a d 2 INSET 1T Z / �ALTH O LOT 48 11 F LOT 47 I I LOT 49 IEREMY L. FOX \ STREAM Lic. No. 60786 BUFFER LOT 53`to T 46 \ \ ` I \ LOT 50 / ` v M E \ / ' 0 Nu / / N > E STREAM 3 w v E Lu U w 3 LL i 3 STUB -OUT \ / / ➢ ` a o w0 `m,'—i w< ,Wj U OMO Z \ LOT 52 \ ` ; o N O LOT 51':. 4 z W y a \ \ v� u 3:oU)a \\ J w W 1 ul v N z I/ 1z°xs° � u ¢ m o ~—REDUCE g m � E v VALVES 90 BEN a 3) 8" GAT � 2 _ — 8"x8" TEE D o w II I VALVES WATERLINE 5 ui 0 I I .... .. ^. , . • .. a ..:..... .,. FHA SA cn S AN \. ..., LOT 1 0 I w ��J \ 9 a 1 I O DATE I 12Z DRAWN BY LOT 43 LOT 42 LOT 41 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 i A. MABEE LOT 2 I • DESGNED JI BY FOX .: I • Llr--. T::::r: .':. I a.' III {IH I • CHECKED 6Y r- 03\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C4.0-UTIL.dwg I Plotted on 12/22/2022 11:57 AM I by James Wood 0 A W r- O N O O r O w to 0 w w 0 i rn 0 1 01 0 0 w 0 W N Ti mill `°) I III, Xgo n0� rn <W OR D v Nd cn < G) m0 \ � D m NdS 1 r / \ r \ O \ -01 \ / 0 � D>O N 71 \ / r m \ oj to I / ma Sr"------------- 00 e X co i TIMMONS GROUP m rnco o OLD TRAIL BLOCKS 24, 33, & 34 m �% w Z o COUNTY OF ALBEMARLE, VIRGINIA 0 O w UTILITY PLAN R5111 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 DATE REVISION DESCRIPTION n O \+1 D O m O m M z N m k k rr m ryr j { A < N x • • • • r • 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. r- I:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C4.0-UTIL.dwg I Plotted on 12/22/2022 11:58 AM I by James Wood 0 co co toIT IT - „ z 00 = IT D I ri 07 "i 0 0 J J r 0 r 01 A 0 m NAD %83 J Q M— • ' I ' • • z • I� c \ � _ • • inn � —� O �' • ' NHS �T— • NHS ' • g" PVC n 1 I I I 1 r TIMMONS GROUP .•-':'•. NHS — —NVS— — — �M � • • M'lot • • • I • • 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 'u DATE REVISION DESCRIPTION mQ0o OLD TRAIL BLOCKS 24, 33, & 34 n m GJ m II (Afml g 3 H W Z �O o COUNTY OF ALBEMARLE, VIRGINIA o m k o k m m z o o UTILITY PLAN m N Ga 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. LEGEND pMH • . • ' • TACSA SANITARY SEWER EASEMENT • • • • • • ... • • • . • • ' • • • ' • • ASCA UTILITY EASEMENT • . • ' • ' • • • • • • • • • • • • • • • ' • • ® PUBLIC STORM EASEMENT ® PRIVATE STORM EASEMENT • • • • • • • • • • •• • • • LOT 62 I LOT 59 LOT 56 \ 20' PUBLIC LOT 60 LOT 57 STORM EASEMENT LOT 61 LOT 56 LOT 46 SIGHT DISTANCE EASEMENT VNV PUBLIC STORM EASEMENT LOT 4 LOT 49 PI n LOT 50 LOT 51 55 LOT 0 113 20 (CSA EASEMENT VAR NG WIDTH) i 21 ACSA % EASEMENT ==� Fogg • SX EASEMENT • • ' 1 • ,, "•'' ��' 20- PRIVATE •� • e • e e.• ♦•1♦.11♦.♦1.1 ♦1•^ �1.. ♦ ^ei .- :• —� • STORM • LOT 21• e I _ -- o EASEMENT —`— SAN 1 r � V LOT 9 LOT 8 T 11 LOT 10 LOT 7 LOT 1 � I I (VARYING WIDTH) LOT 2 I LOT 3 -------------- 1 LOT 4 I I LOT 5 7 � LOT 12 LO —� 13 LOT 14 LOT 13 LOT 16 LOT 15 LOT 18 LOT 17 _ —x_ �X� X �X y� � X—--------------- -------------------------- L m r LOT 6 ) I I �- m 65 1.1 0 1.2 0 0 0 o u o v,ALTH pp JE:RLMY L. EOX J Lic. No. 60786 2/21/22 A oF�ssIONAL' ^� E 0 NU N > E W v Z Lu LL w W tp O W L f+m Q 1 Uop Z w J —In O W N N d V Z Y 3:0 U�)x U Q W W o¢ c� x C N z =U >N O_ ~ C O N > � M � d � OJ J to H- Ui 0 cD 0 x 0 w w W 2 Q Q � z 0 DATE 0 1212112022 } DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY • J. FOX SCALE M 66 M M Z z J N" J LLJ Z ULu ca `w^^ O Q w I VJ o W � W J = o0 O I --I J Q O 100, - JOB NO. —x 49639.003 SHEET NO. C4.6 0 a 2 L r- 3\49639.003-Old Trail Blocks 24-33-34\DWG\Sheet\CDb19639.003-103-05.0-GRAD.dwg I Plotted on 12/22/2022 11:59 AM I by James Wood \ , \ / 1 00dt k 700 Inji— > I — I I , \ I 1 \ \ / i -� II v I � • I \ IG if \ XI I II I I 1\ \\1\ I\ `\ II 11 '\\ `� 11 \I \, j: _ ` _ ` \ \ `\— -- -- i /// \\\`--✓ �' 1 N. 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CHARLOTTESVILLE OFFICES O • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 r TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 9 P (x� � _ OLD TRAIL BLOCKS 24 33 Vl 34 , n \ DATE REVISION DESCRIPTION o�O X Ci m W m / / li n 14 " � � Z lO zo COUNTY OF ALBEMARLE, VIRGINIA wo m k o k o M Z o �k yII11 GRADING & DRAINAGE PLAN Ga m 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. r- S:\103\49639.003-Old Trail Blocks 24-33-34\DWG\Sheet\CD\49639.003-103-05.0-GRAD.dwg I Plotted on 12/22/2022 12:00 PM I by James Wood / \ I ,�\ \ _ / // �� \ _.,\ �— — ___ \ \ \ \ I I \ \ I \ I I 1 I / 1/I/! l / ' r //i' __—_---\ \ \ \ \ III \ I I // • /,----_ //---- �__ \\ \ \ \\ \ II ' /1 I I I11 I 1 1 /!(\\ !�,'////-�' -�\`\\\ �1\ \1\\ 111 I ///'/ • - / / - \-_ \ \ � 1 1 \\ � 1\ I I I I I I 1 I\11�I\1/`\//\\\\ \\\ \\ 1 1 \\�1 I\I 1I'/1 I / • / / • \ \�\ \ I 1 I I / ' / \ \\ ' \ 1 I 1 1 I\I\ 1\ �I \,/�\ \ \\ \ � , / 1 1 \1' I IyI eel, I 'A o \ ` \ \ \ \ \ I I 11 \\ 1 / / / I l / Il 1' / ' / /'/ l ' / 1 I / / / ( ' r / / 1 / /,I l 1 ' I I I l • —I , 705 \ \ \ I I l I l , / / / / _ 1 \ ! l I , / l / / I I 1 / l 1 • 5OA--I ` \ \ \ \ I \ \ , / l J, , l I / r 1 ` . \ 1 , \ \ \ \ \ I ' 1 \ ('/ '/ J/ / / ' I 1• rCrl.W ` \\\ \ 1 \ \ '\ 1 I 1 \ \1 1 1 I l/ / / / //' / !----'/\ 11\\ \\ \ \\ 1 \ \ \ \�\ '\I\I I'1111 /l IIII 1 I \ �• �\ ----/ Q), ` ` \ \ \ \ 1 I I , I / I I I \ \ \ I \ \ \ \ I I I 11 I I / I • -` -- --- \ // / / / \ I\ \ \ I , I I \ 1 / /-/' I 1 / \ \ \\ _ ♦1 , �I I 1 , \ \ \\ \ 1 , I I I I , III I I 1 1 � / • /'� '\ 1 1 1 I I I \--- \ \ /// 1 1 1 I /II' I I', IIII I l // • j� l I // // ' \ .. 1 ,1 68S \ III I/ //' /' // / ,' //� I11� I III I � ��/ I COI /• • ✓/ , �\ , 695 _ - 1 III , � 1 , O 1 , I � I 1 / I/ ///,, l l l I I � /, �> rx �.).. 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CHARLOTTESVILLE OFFICES O • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 r TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 77 9 P (x� � _ OLD TRAIL BLOCKS 24 33 Vl 34 n \ DATE REVISION DESCRIPTION o�O x Ci m (1 m / / li n 0 z lO zo COUNTY OF ALBEMARLE, VIRGINIA o m k o k o m z o y Yiisl w GRADING & DRAINAGE PLAN m 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. BUFFER �ALTH OF LOT 53 JEItEMY L. FOX ` LOT 46 LOT 50 12/21/22 k� �SSIONALG / E ^QlDl LOT 45 \ \ / \ \ ` �� / E LOT 52 ` > o . O LOT 51 w v E � > p ! ~ U w 3 0 Q\ 2 L M � w U W a 11J � OZ 68 _ NN to _�--+�- 1+00 10+50 S76°25'30"W 10 0 rmi v C4 / w � IS x 0 �- 5 S67°2429 , 'n u Oz _ 471.19' ROAD o\ —I-I 12 i - ¢ Lli n + 18+5p -----�-----+----i-----------i-------------+----+-- --- 1-----+- 13+00 T ' C2 18+00 17+5' S76°25'30"W + 15+50 15+00 14+50 0 14+00 13+50 C 3 0 N > 59' PUBLIC RAN Y I S H o i \ a, a .... � • LOT 1 o w — —1 T� ui In LD t I 0 WW QI I� J LOT 44 LOT 43 LOT 42 LOT 41 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32¢ 0 0o II LOT 2 I o DATE NI 0 12/21/2022 DRAWN BY I El a I0 A. MABEE DESIGNED BY I I ::: :: ::::. � .. ......� :...•. .... � ..:. . . .: • LOT 3 -1. FOX 673.50' _—� —ALLE A _--�_-- �• r crvrnav la 732.50' ROAD D !C:C NOTE: HOUSE FOOTPRINTS ARE SHOWN FOR CONTEXT ONLY. ACTUAL FOOTPRINTS ARE SUBJECT TO CHANGE WITH SUBSEQUENT SUBMITTALS. -X— —X- -X-X--X-X X X-X---x--X- o 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD Cl 500.000' 120.083' 60.33' 13045'38" N81°07'52"W 119.79' C2 200.000' 54.327' 27.33' 15033'49" S84012'24'W 54.16' C3 500.000' 78.689' 39.43' 9001'02" S71054'59'W 78.61' C4 500.000' 78.689' 39.43' 9001'02" S71054'59"W 78.61' C5 200.000' 226.008' 126.79' 64044'47" S42033'26'W 214.17' C6 200.000' 255.194' 148.28' 73006'28" N68030'57'W 238.23' C7 200.000' 108.602' 55.68' 31°06'43" S1°58'52"W 107.27' [IF F I Ilo-liul I ill N I�^.I I lap, Jpl rrMrr�r��Mr L , L r- S:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C8.0-STORM PROFILES.dwg I Plotted on 12/22/2022 12:01 PM I by James Wood O + + + O V O O CD o CO O O 0 106: DI-3C 6 ft Throat ++ o STA 10+00.00 Q o O TOP 673.96 INV IN 666.73 (133) < O INV IN 663.93 (107) IT j N INV OUT 663.14 (105) 0 0 Ui DD10 r mmMT 0) Ch 0 134: DI-3A 4 -n STA 10+83.30 TOP 676.55 r + o INV IN 669.33 (135) m o O INV IN 669.33 (165) INV OUT 667.98 (133) _ o J Q 0 138: DI-3C 10 ft Throat STA 10+00.00 TOP 678.45 N INV IN 670.55 (169) o o INV IN 670.26 (139) o m INV OUT 670.16 (137) 0 o Cn o 0 O <_ � o Cn Cn O yD W r mm� 140: DI-3B 10 ft Throat "' 0 0 STA 13+44.55 � + TOP 686.69 _ /� INV IN 678.98 (141) r < O INV IN 678.98 (179) m � N INV OUT 673.65 (139) D D Co cn O .91 o+ r p m !?\ o O rl + o cn oco M cn - QD 00 o o CO 142: DI-3B 6 ft Throat 14+g .73 o o TOP 695.73 0 INV IN 688.12 (143) oINV IN 688.12 (177) < om INV OUT 682.78 (141) N ��CD n�Ln D r mm ti�O 01 O 71 rn r j O + p m CD o 144: DI-3B 6 ft Throat STA 16+27.71 TOP 699.03 o INV IN 692.91 (145) (n INV OUT 692.05 (143) Ln o Z < Z O< C - -4 Z Cn 0o T9OD _ .. W W V + J J O A co 7 LnO � C.J cn D 148: DI-3B 4 ft Throat a STA 17+88.52 o TOP 701.68 INV OUT 694.62 (147)CD IT! V 00 o + CT O O CT V O O 0 138: DI-3C 10 ft Throat 0o STA 10+00.00 TOP 678.45 INV IN 670.55 (169) INV IN 670.26 (139) INV OUT 670.16 (137) U con Op T1 0 m =O j N �� nD D r 172: DI-3A m m STA 11+60.10 TOP 685.92 0 0 INV IN 678.56 (173) fn INV IN 675.11 (167) + INV OUT 675.01 (171) mp Oco 74: DI-3B 6 ft Throat TA 12+61.07 OP 691.27 NV IN 683.71 (175) NV OUT 683.61 (173)Mn 0 0 CO104 vD CO O N CJ V � " + w w o0 oia�W C+T A 00 N co O IV 4 S V O N O O -p O .Z7 O �1 r m W n D r Ln m • • THIS DRAWING PREPARED AT THE 3a CO • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICEO O • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 r TEL 434.295.5624 FAX 434.295.8317 www.timmons.com TIMMONS ROUP 9 P _ OLD TRAIL BLOCKS 24 33 lJl �� n \ DATE REVISION DESCRIPTION o�O r, x n m Gt � / / li () M. 6) Z lO zo COUNTY OF ALBEMARLE, VIRGINIA o m k m k m Z o k VItO o STORM PROFILES m N GJ rT O CTr Z7 O rT (7 17 (n om 674.3 m 112: -3A 676.71 STA 1 +54.40 � W (� cn co - 1 TOP 6.71 = -Cr, w INV IN 669.40 (113) c � O INV IN 669.40 (163) m T INV O T 668.91 (111) �� O�DA J °V' m z c o- L7 �rnwW oao� T N O� v O � o � � o' w coir o cVir o C0°ir o o CA � vVi corr O� � D zm O ;10 676.5 134: D -3A � STA 1 +00.00 W (p� cn °V' m a a c00 o Cn o cn o 685.9 172: DI 3A 685.92 STA 11 +60.10 TOP 6 5.92 INV IN 78.56 (173) � �, � INV IN 75.11 (167) = N rn INV O T 675.01 (171� 681.9 0 � 681.86 a m T 168: D -1 +77.62 STA 1 TOP 8.38 INV T 67 . 167 O �O �O m 0 0 o t7 0 0 o c�i, o c00i, o O rT O Of O Of O V O V O Oo O Oo O f0 O f0 V O V O to O to O tlt O to O Cn O to 674.0 663.37 l� 6750 � c 666.92 o O 677.3 671.06 ? w opOo \ 136: I-3B 6 ft Throat STA 11+36.93 678.E \ TOP INV I 78 676.48 � D 669.97 (137) p z (� N w � A INV O T 669.87 (135 (A -I lnD Poo V e �2w 679.4 682.26 n� \ D Z r G7 m \ 681.3 o 686.43 � � a � \ 684.3 � 689.50 687.0 Jl 690.00 690.2 690.45 o m 693.5 689.73 6959 688.36 697.5 691.28 woO�w 00 o, O m \ mm \ 698.E 694.89 699.E 698.91 c^_ G7 D � nNi � = N A \ O Z 700.8 ovoo m 701.67 a m -n I \ 701.E 704.05 � W v am� ) n� O� Z r' O Z 0 CT 0 O 0 O 0 V 0 V 0 00 0 00 0 f0 o m CO V O V O rT O rT O fT O fT O CT O CT CO)r rOJr OOi Of V V 00o W coCOO f00 O c7r O C7r O C7r O C7r O C7r 678.5 678.79 v: N •=U� � o�p 0 em 170: D -3B E ft Throat 680.1 STA 1 +39.55 678.70 INV IN 672.43 (171) \ INV O T 671.34 (169) 682.7 � o 685.34 � a amp \ Ova \ pz \ m 6854 691.59 e \ v O \ 00 \� 688.0 699.11 � m m a ti0 s 690.7 702.68 J DODO' OT 691.3 705.08 n� D � m In .Z7 rn rn m m a Zr G7 Z m m coil o coil cn o cn o cn o 000 cn m o cn 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 L cn r; o rn ALTH C O O N N H 0) v OF GI 202: MH-1 � N ""(0 O N o N o u') 00 °0 180: DI-3B 6 ft Throat o� n 7 STA 10+39.22 N 00(0 m o `- c0 1 v rn 0' rn n STA 13+44.55 O o o TOP 672.25 Q N n o O o m a o °D a0 c0 )taNMY L. r'Ox +ncoo �?+cicopH +�>� c?+c6r-�� TOP686.34O o INV IN 666.40 (203) N n cn n c� °0 � m ^ Lic. No. 60786 wc0z z0 IN �o0 pCVozz0 INV OUT679.72(179) o cnnoQo INV OUT666.30(201) Qo>> Qo> o<Q-�>>t vncoO �Oz $~Oz z ~0z v~Oz z z % %000 ro o Z/21/22685 685 695 695 � cO N N o N LOcN U) H _ N In H _ _ U) � m F _ _ _ 124: DI-3B 10 Throat O o n ce) Nm STA 16+75.64 O `� a0 cli cO n �S C� m Lo ro 00 0 178: DI-3B 6 ft Throat TOP 681.58 c' °' � o+ 6� SIONAL or0, z STA10+38.00 ( ) �Mo� F p�m0 INV IN 673.87 125 N Q o>> TOP 695.72 INV IN 673.87 (161) o O CO z 0 Q 0_ > U) PO z z z INV OUT 688.81 (177) INV OUT 673.77 (123) m F a0 O ro U) OF z 700 700 700 U) P z 700 ^� E O N OV N c Q 0 > E w ai E Lu u `T 3 LL 0 LL 0 w o m . C< w L M J U00 z w .Ji - ui O Lu N N d ED v Z Y 3 0 x vO -1 a w w 0 4 O n= cN z =U >N O_ ~ C N > M a� O] J 0 x c7 0 x 0 w w w JL LJ 2 Q a z O n DATE 1212112022 co Lc) } DRAWN BY co A. MABEE 9+50 10+00 11+00 12+00 13+00 13+75 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 • DESIGNED BY STORM 3 PROFILE Storm 11 PROFILE STORM 6 PROFILE STORM 12 PROFILE J. FOX HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • CHECKED BY VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • J. FOX SCALE 1 "=50' m o 152: DI-3B 6 ft Throat STA 15+22.95 rn q • TOP 692.29 m co Co. cop INV IN 686.79 (153) M�+H INV IN 686.79 (155) 0,(00 INV OUT 686.69 (151) Up> 705 � � ~ z 705 126: DI-3B 8 ft Throat 150: DI-3B 6 ft Throat STA 19+01.22 STA 12+37.81 TOP 687.47 TOP 684.65 INV IN 679.28 (127) m INV IN 679.11 151 10 LO o LO ( ) INV IN 679.28 (159) o cr) ui t INV IN 679.11 (157) INV OUT 679.18 (125) H V � rn INV OUT 674.78 (149) n co cp o 158: DI-3B 6 ft Throat 160: DI-3B 6 ft Throat m N °; m m co N _�( STA 10+24.00 STA 10+38.00 m+ N 00 00 H C? + o H 0 J TOP 684.67 TOP 687.50 co z_ z_ 0 0 0 INV OUT 679.41 (157) INV OUT 680.20 (159) N F O > > > ° H O > � 695 695 695 695 710 U)~ z z u) /�1ff M M �Q z ^' (7 w ".-450 ` V . J w LL O Q w 0 m CC 0 5 r4 O Q G PROFILE SCALE J tL O 0 0 J � U) NO O CD H� U F z Q 0 VAD -T O JOB NO. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 STORM 5 PROFILE STORM 9 PROFILE STORM 10 PROFILE Storm 13 PROFILE 49639.003 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET NO. VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 C7.1 Coto f0 O 0 N � n °D 00 co 000, 680 � n ~ 680 O N � � Z ROPOSE 675 GRADE 675 670 670 / _ 5 2 7 203 � 8. 3' OF 39. 6' OF 665 201 202.92' F 15" DPE 18" DPE 665 33. 15" HD, 50°k 15" HDPE � �i/o 3 0.60% I J sso sso 1 WATERLI E � ' SANITARY CROSSING I CROSSING 655 655 ISTING GRADE 650 650 M W h �O O O Nn � CO c'iu� M Cp Nrn M CO �rn CD CO cdn O� O N O M O V O M O N O M co co n co n co n c0 n c0 n 0 n 0 ISTING GRADE 690 690 685 685 WATERLINE CROSSING 1' ROPOS 680 GRADE 680 179 38 58' OF 1� 9Pq 1 675 675 s7o s7o 665 665 660 660 CD W 0 / 700 700 0 cO L � � w 695 695 m��000 �� M + � (p (o C)�(OZ z Q MM PROPOSE GRADE 695 695 WATERLINE CROSSING 690 1' 690 1.3' 685 685 SANITARY � CROSSING sso sso 38.00' OF -EXISTING 15" HDPE GRADE 1.83% 675 675 670 670 O � m 690 690 PROPOSED GRADE 685 685 680 680 157 4.00' OF 5" HDPE (� 1.25% 675 675 -EXISTING 670 GRADE 670 665 665 N �n 0 695 695 EXISTN GRAD 690 690 685 685 PROPOSE GRADE sso sso 675 675 1 161 7 99 OF 34 3p�pE � 2 gip% 1�H 2710'0 670 670 (p P W 0 W 0 -EXISTING GRADE 690 690 ROPOSED GRADE 685 685 WATERLINE 1, CROSSING 680 680 159 pE 38.Op' 1� 2D41°k 675 675 670 670 665 665 h O rn 0 705 705 -EXISTING GRADE 700 700 -PROPOSED 695 GRADE 695 690 690 155 F 127 3 ppE N.3q°lo 15 � 3� 685 685 680 680 N OM1 cMp O .M- O (V uy rn 0 rn o rn co L 50 v NLTH Op O O ILRLMY L. FOX CJ Lic. No. 60786 0 0 5 PQ 12/21/22 k� PROFILE SCALE ��SSIONALG OD c0 M Cu N W n _� �O N Lo L L Nl0 2 rQ) a- Cl) F 00 O N OV Cl) O O O0, c- � .... r N 00 00 0 n O O O N M Q Lov a0 v,„`' n o m ao °n° 000. n ao a oNi m m a0 a0 00 130: MH-1 °O corn ^� E I�O) QI (00 aD6Lo C7 O ui u7 C6 M (O 0]O n n 00to ate-ui u') O CO 01(O O 0 C? + (O (0� H �? + r m n n n °? + n �o co a> ri CO OD F STA 23+08.70 a LO M U ❑�coZZ O p°O(°_z =O �m�zz_ p�oZZ 0 OcvCDZ Z_ p TOP698.14 ONm� N N F Q>>> N H O> > v a a>> O N 0>> > W a (L> >> ( ) N O Q O 700 �C�Fzz z �co�z z NHO �U)Fzz Z N~Ozz z INVIN691.02 131 MFO> > E F ? ? z rn H _ _ _ INV OUT 690.92 (129) rq H ? 700 w Lu rV+ It LL p LL o w0 m.. cli 4 w L M Q J U00 Z w J - n O .. W N N d v Z Y 3: 0 U X In �� Q w w o Q D' p .u. 5 c N Z xU >N O_ Ln ~ Cui CC O N > M 0 W J �w ui O 2 cD66 x p w w w p z O DATE 0 12/21/2022 3E.00, OF } DRAWN BY Ir, / 7ffA. MABEE 0C • DESIGNED BY • J. FOX Im • CHECKED BY 36" HDPk: • J. FOX SCALE 1 "=50' • 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24- STORM 4 PROFILE M HORIZ SCALE: 1 "=50' ,�7( VERT SCALE: 1 "=5 06 1 0 M M �Q V •" N (D LJ J w O 0 �z � 0 Q ULu0- w Om C Q G J}°}O z J O H� U ,.</ I..L J 0 0 O JOB NO. 49639.003 SHEET NO. C7.2 i6 O M � � � a0 G PROPOSE / � • � � GRADE Co � � o m GRADE 695 M + a0 cno � 695 p r• c0 Z AHD > > e- Cn H ? Z / ~ ~ � F o m 131 690 cn o / N 690 c000n rn �� on m m� v O L �" � 38.2 QN�ZZ M�M�� M_M� � mu+.�n�? STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 662.05 ES-1 for 36 inch Pipe 102 669.50 10.28' MH-1 104 668.37 6.82' MH-1 106 673.96 10.82' DI-3C 6 ft Throat 108 673.82 9.48' DI-3C 12 ft Throat 110 675.67 7.62' DI-3A 112 676.71 7.80' DI-3A 114 678.15 8.47' DI-3B 6 ft Throat 116 678.42 8.11' DI-3B 6 ft Throat 118 677.79 7.12' DI-3A 120 679.55 8.12' DI-3A 122 681.61 8.23' DI-3B 6 ft Throat 124 681.58 7.81' DI-3B 10 ft Throat 126 687.47 8.29' DI-3B 8 ft Throat 128 693.11 8.10' DI-3B 8 ft Throat 130 698.14 7.22' MH-1 132 695.98 4.67' DI-1 134 676.55 8.56' DI-3A 136 678.40 8.53' DI-3B 6 ft Throat 138 678.45 8.29' DI-3C 10 ft Throat 140 686.69 13.04' DI-3B 10 ft Throat 142 695.73 12.94' DI-3B 6 ft Throat 144 699.03 6.98' DI-3B 6 ft Throat 146 701.65 7.52' DI-3A STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 148 701.68 7.06' DI-3B 4 ft Throat 150 684.65 9.87' DI-3B 6 ft Throat 152 692.29 5.60' DI-3B 6 ft Throat 154 692.31 5.28' DI-36 6 ft Throat 156 696.43 5.39' DI-3C 14 ft Throat 158 684.67 5.26' DI-36 6 ft Throat 160 687.50 7.30' DI-3B 6 ft Throat 162 680.11 5.31' DI-1 164 676.82 7.04' DI-36 6 ft Throat 166 676.02 6.31' DI-36 8 ft Throat 168 678.38 2.88' DI-1 170 679.53 8.18' DI-3B 6 ft Throat 172 685.92 10.91' DI-3A 174 691.27 7.66' DI-3B 6 ft Throat 176 691.32 7.05' DI-3B 10 ft Throat 178 695.72 6.91' DI-36 6 ft Throat 180 686.34 6.62' DI-3B 6 ft Throat 182 679.55 8.70' DI-3B 10 ft Throat 184 679.86 4.00' DI-1 188 693.17 7.68' DI-3B 6 ft Throat STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 36" 102 - 100 659.22 658.72 0.75% 66.70 LF 36" HDPE 103 36" 104 - 102 661.55 661.03 0.75% 69.42 LF 36" HDPE 105 36" 106 - 104 663.14 662.36 0.75% 104.02 LF 36" HDPE 107 36" 108 - 106 664.33 663.93 0.75% 53.40 LF 36" HDPE 109 36" 110 - 108 668.05 667.55 0.79°k 63.53 LF 36" HDPE 111 36" 112 - 110 668.91 668.15 1.00% 76.37 LF 36" HDPE 113 36" 114 - 112 669.68 669.40 1.00°k 27.75 LF 36" HDPE 115 24" 116 - 114 670.30 670.02 1.00% 28.00 LF 24" HDPE 117 24" 118 - 116 670.67 670.40 1.00% 26.59 LF 24" HDPE 119 24" 120 - 118 671.43 670.77 1.00% 65.67 LF 24" HDPE 121 24" 122 - 120 673.38 673.11 0.75% 35.24 LF 24" HDPE 123 24" 124 - 122 673.77 673.48 0.77% 38.00 LF 24" HDPE 125 18" 126 - 124 679.18 673.87 2.35% 225.58 LF 18" HDPE 127 15" 128 - 126 685.00 679.28 2.65% 215.69 LF 15" HDPE 129 15" 130 - 128 690.92 685.10 3.03°k 191.83 LF 15" HDPE 131 15" 132 - 130 691.31 691.02 0.76% 38.25 LF 15" HDPE 133 24" 134 - 106 667.98 666.73 1.50°k 83.30 LF 24" HDPE 135 24" 136 - 134 669.87 669.33 1.01% 53.63 LF 24" HDPE 137 24" 138 - 136 670.16 669.97 0.50°k 38.03 LF 24" HDPE 139 18" 140 - 138 673.65 670.26 2.00% 169.59 LF 18" HDPE 141 15" 142 - 140 682.78 678.98 2.50°k 152.18 LF 15" HDPE 143 15" 144 - 142 692.05 688.12 3.00°k 130.98 LF 15" HDPE 145 15" 146 - 144 694.13 692.91 1.00% 122.20 LF 15" HDPE STORM PIPE TABLE 147 15" 148 - 146 694.62 694.23 1.00% 38.61 LF 15" HDPE 149 15" 150 - 114 674.78 670.02 2.00% 237.81 LF 15" HDPE 151 15" 152 - 150 686.69 679.11 2.66% 285.14 LF 15" HDPE 153 15" 154 - 152 687.03 686.79 1.00% 24.00 LF 15" HDPE 155 15" 156 - 152 691.05 686.79 3.34% 127.36 LF 15" HDPE 157 15" 158 - 150 679.41 679.11 1.25% 24.00 LF 15" HDPE 159 15" 160- 126 680.20 679.28 2.41% 38.00 LF 15" HDPE 161 15" 162 - 124 674.80 673.87 2.71% 34.30 LF 15" HDPE 163 15" 164 - 112 669.78 669.40 1.00% 38.50 LF 15" HDPE 165 15" 166 - 134 669.71 669.33 1.00% 38.00 LF 15" HDPE 167 15" 168 - 172 675.50 675.11 0.50% 77.62 LF 15" HDPE 169 15" 170 - 138 671.34 670.55 2.00% 39.55 LF 15" HDPE 171 15" 172 - 170 675.01 672.43 2.14% 120.55 LF 15" HDPE 173 15" 174 - 172 683.61 678.56 5.00% 100.97 LF 15" HDPE 175 15" 176 - 174 684.27 683.71 1.45% 38.60 LF 15" HDPE 177 15" 178 - 142 688.81 688.12 1.83% 38.00 LF 15" HDPE 179 15" 180- 140 679.72 678.98 1.91°k 38.58 LF 15" HDPE 15" 166 - 182 669.81 670.85 1.12% 92.42 LF 15" HDPE L83 18"184-162 675.86 674.90 2.00% 47.99 LF 18" HDPE 15" 188 - 128 685.48 685.10 1.00% 38.13 LF 15" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 8.54' ES-1 for 15 inch Pipe 202 672.25 5.95' MH-1 204 673.18 5.66' DI-3A 206 673.16 5.35' DI-3B 6 ft Throat 208 673.01 4.73' DI-1 STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 201 15" 202 - 200 666.30 666.10 0.60% 33.51 LF 15" HDPE 203 15" 204 - 202 667.52 666.40 0.56% 202.92 LF 15" HDPE 205 15" 206 - 204 667.81 667.62 0.50% 38.03 LF 15" HDPE 207 18" 208 - 206 668.27 667.91 0.91% 39.86 LF 18" HDPE r- S:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C8.1-UTILITY PROFILES.dwg I Plotted on 12/22/2022 12:02 PM I by James Wood m 0 o co O O O + O O T CD + O O W + O O mA + X� 0 m� N ``t^ co VJ yD r- r �7 N ri ri' (31 CJr � T O ATTV N + 0CD+ O 1 m m 0 0T.3 la V Oos UP 00 + 0Go v, G<<0 ozzm� 0)mp�c,+ 07 A Ao W O t' W W IV 00 00 O O Q) 01 �� A _ 0) O m + O Vt O O cn 'p O .Z7 O �1 r m 0) n D r mo • • THIS DRAWING PREPARED ED ATOFFITHE O�J CO O TIMMONS ROUP • •• YOUR VISION ACHIEVED THROUGH OURS. 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 � r. TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 9 P Q� (> m OLD TRAIL BLOCKS 24, 33, Vl �4 ^ n 3 o DATE REVISION DESCRIPTION rl ~ k Ln M tv 1 O Z lO zo COUNTY OF ALBEMARLE, VIRGINIA p m k o k m Z o �k yIt11 o UTILITY PROFILES z m N Ga W Coll COJr � � � � O CT O � O (T O N O (T � yrn2oo wNw�o iv � •a o V \ � k � kmk w w Z �Z moo+ N � W J \ 1\ 1 I u' co 1 � <Z c� —I Z I � cot, c°i, D T� V � A I O O Oo1 W N W O (O N J I l � N % ��W_ \� arn� Z l o< � z cn cot, Corr � ou au D � V W A A V Z ��(oON O < (� N NOD S i J W W � � S W.... V W 3 U1 �7r cir n t'n � � p0 O-Oo �g m0 czi o D � m zZ W W A A COTr Con m OOI V � O (11 O (JI O (ll O Cll O (T 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. r- S:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C8.1-UTILITY PROFILES.dwg I Plotted on 12/22/2022 12:02 PM I by James Wood m 0 0 0 0 0 0 N + 0 0 w 0 0 O 0 0 V + 0 00 0 rn o rn cn ° V4 o m cn coo o a ch m o m a, 0 O SSW TERAL <G-U> C: rn wwoo STA 0+ .51 0o rn N �toL4. a rn S S WR LASERAL N O co 0(�NCP 10+89. SWR LATE AL TA 11 +38.2 SWR LATE AL \ \ <p < z Cl) TA 11 +88.1 SWR LATE AL 1 rn�D to to N V 000 A p� V O 0) �' W co TA 12+39.5 rn SWR LATE AL TA 12+46.9 SWR LATE AL t,, A a A�inM OOZ I U) TA13+26.3cc, SWR LATE N 0) RAL N N cog Z I TA 13+73.1 1 SWR LATE RAL SWR LATE RAL I TA 14+22.4 SWR LATE AL TA 14+33.3 SWR LATE RAL TA 14+68.2 3i SWR LATE RAL TA 14+83. J SWR LATE RAL / / z o m� < z o < rnrn�� TA 15+16.1 SWR LATE RAL TA 15+35.3 SWR LATE RAL / ) rb O 004 -4 rn mon :l ao ro O co J TA 15+64.3 SWR LATE RAL V TA 15+90.3 SWR LATE RAL TA 16+13.3 SWR LATE RAL TA 16+39.2 SWR LATE RAL TA 16+61.2 SWR LATE RAL 17 SWR LATERAL 1 TA 17+08.9 300 SWR LATE RAL \ °mIT o TA 17+ SWR LATE RAL ca rn� TA 17+56.3\e' SWR LATE RAL a SWR LATE RAL 7\ TA 18+05.3 SWR LATE RAL SWR LATE LAL \ TA 18+53.6 \ SWR LATE RAL TA 18+99.0 SWR LATE AL TA 19+01.8 SWR LATE AL TA 19+33.6 0 O rn cT CD O CD0Oo CT O 0Oo cT f0 O W 01 O O Ri TIMMONS GROUP .•-':'•. z O c --I C0 '0� N (0 W coV W Y 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 nm o OLD TRAIL BLOCKS 24, 33, Vl 34 � n n \ o DATE REVISION DESCRIPTION V) = cop ~ rn W W n m $ D H o �o o COUNTY OF ALBEMARLE, VIRGINIA p m k o k o m z o o UTILITY PROFILES z m N Ga 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. r- S:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C8.1-UTILITY PROFILES.dwg I Plotted on 12/22/2022 12:02 PM I by James Wood m22 0 N �CQ DD rr mm a 0 A N + 0 0 C� V O O V + 0 O O .0 O n r IT fn 0 D r mo rn rn 0) V 000 000 W ((D 0 0 O (Ji O CT o CT O CT O CT «<0 it 0zz00 l �AAOp + Z 0 QO (o rn O OD �vv 0)A i<=0 SWR LATEk TA 11 +00.6 SWR LATE ALI 0 to 0 0 TA 11+22.5 00 Vi 3 0 IT 001, z IT 0 C�\o =OA S LATE AL m -0 CC z z � TA 11+ rn V 0 �\ V W CT NCn VA IQCJ (p �Q .�.. � Vco -4 SWR LATE AL SWR LATERAL \ SWR LATERAL SWR LATERAL \ m \ \ U) SWR LATERAL m Z \ TA 14+39.3 ,� .0 O,1 \ SWR LATE AL \ TA 14+88.5 SWR LATERAL \ TA 15+36.7 1 SWR LATERAL TA 15+84.6 0 ` c OD � r SWR LATE RAL i co ��+, TAB 16+33.7 rn A 1/Svvr� �/�i TA 16+57.7 CT CT CT CT V CT CT CT O V V O 0111 O (T O 0111 O C011 O COT TIMMONS GROUP .•-':'•. -4 J V 7 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 nm o OLD TRAIL BLOCKS 24, 33, Vl 34 � n n \ o DATE REVISION DESCRIPTION V) = o ~ rn W W n m $ H N Z kO o COUNTY OF ALBEMARLE, VIRGINIA a m k o k o M Z o o UTILITY PROFILES z m N Ga 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. r- S:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C8.1-UTILITY PROFILES.dwg I Plotted on 12/22/2022 12:02 PM I by James Wood m V O O CJr 0 + (O O O «<0y ozzo)o ��o-o V Cam4 � j W J Q OCO 0 0 c z rn rn rnrn� N CO V O D + J O (D �N O ,CA + �_ N W V O �.�A V J (n �0 0 x t Z <— m (n z M1�� z �n Dco °O° � rn l'n o co O D_ O V ma A J A J J CA + II '� + N WON CJ 00 W A O N -n 1 m 0 0 z c2 12 �( CO CO SOD J J Qi + to A(0(0 ��am + w 0 0 z < to O C rn a' - D N O v _ V + O A O N 0 _ O V W N A A V O + CP O O O on � O ;l7 0 n r- m Cl) 0 D r mo • • THIS DRAWING PREPARED AT THE 3a CO TIMMONS ROUP• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICEO O • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 r TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 9 P Q� C" N c r (> m OLD TRAIL BLOCKS 24, 33, Vl 34 ^ n 3 o DATE REVISION DESCRIPTION rl ~ k Ln M N 1 W Z lO zo COUNTY OF ALBEMARLE, VIRGINIA p m k o k m Z o �$ yII11 o UTILITY PROFILES z m N Ga rn m J � OOo 00° � COO O O CJr O N O N O N O C�vo; °° w D A _� NO � 1\ Aa m \Z WR LATE AL � TA 11+08.7 SWR LATE AL o o \ TA 11+37.3 � � \ ran � z � \ D TA 11+55.7 zo x \ Oro SWR LATE AL m '° SWR LATE AL TA 12+12.1 SWR LATERAL TA 12+37.0 SWR LATE AL � cn o o � TA 13+10.8 � SWR LATE AL °' � 3 TA13+13.3 ° N � SWR LATE AL � / TA 13+67.5 I� SWR LATE AL TA 14+24.9 SWR LATE AL TA 14+63.5 SWR LATE AL \ � o � � o 0 y � SWR LATE AL ) � TA 15+20.7 SWR LATE AL TA 15+23.7 60° 6r T SWR LATE AL TA 15+77.8 SWR LATE AL A \ WO-->> -W SWR LATE AL � N O� \ TA 16+80.9 l SWR LATE AL TA 17+27. rn rn °V' °V' a a m m o O CT O CT O (T O (T 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. r- S:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C8.1-UTILITY PROFILES.dwg I Plotted on 12/22/2022 12:02 PM I by James Wood 6o O C 0 O 0 N + O O + 0 0 V + O 00 0 O 00 + O W W A A COT COT 00) W V O CT O CT O CT O CT O TIE TO EXIST. NATERLINE STA 10+00.00 22.50 BEND STA 10+11.23 _ I 1 i r 22.50 BEND J STA 11+19.39 i i 1 I I 1 l I 1 DN ,0 IT mN 0 v I m0 V t t I'7 I �W I z�� l I 1 l 1 O 0m I m0 12"X8" REDUCER STA 17+75.83 900 BEND STA 17+93 4.1 C < N 00 0n 71 0 [n 0 0 r U) U) K o o Z m o z o o CWT 01 on cOT CT TIMMONS GROUP .•-':'•. 4 r M V :T 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 nm o OLD TRAIL BLOCKS 24, 33, Vl 34 � n n \ o DATE REVISION DESCRIPTION V) = o ~ m w 0 CN1 m H Z 03 �O o COUNTY OF ALBEMARLE, VIRGINIA =p m k o k o M Z o o UTILITY PROFILES z m N Ga 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. r- S:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C8.1-UTILITY PROFILES.dwg I Plotted on 12/22/2022 12:02 PM I by James Wood m0 � N DD rr mm 0 O O 0 O 0 N + O O O 0 V + O O 00 + 0 0) 01 0) 0) rn 0) 0) -r T V T 00 T 00 T to 0) (O V O V O Ch O (n O Ch O Ch O (T O Cn 90' BEND STA 10+00.00 nC 1 1 D 6 6 D A �A /I �0 0 vmo 8" GATE VALVE STA 11+46.30 8"X8" TEE ELE . 670.18 STA 11+50.27 8" GATE VALV STA 11+54.04 l A_ 0 00 FHA STA 12+77.66 00 3 l z nW \ Oz O CnD A ZM 8" GATE VALVE \ STA 14+00.02 8" STA 14+03.86 8" GATE VALV STA 14+07.82 \ \\\ )C0 z \ oG) \ on � IT-� r rn Z \ IT \ n U) \ Mo o W < M y \ G /I 1 I 4 1 f 8" GATE VALVE STA 18+71.83 8"X8" TEE STA 18+77.21 / 8" GATE VALV f STUB -OUT STA 19+50.71 O Ch O 0f O O O V O V O 00 O 00 O (0 O (0 V O V O Ch O on O Cn O Ch O Ch O CT TIMMONS GROUP .•-':'•. V O V J 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 nm o OLD TRAIL BLOCKS 24, 33, Vl 34 n n \ o DATE REVISION DESCRIPTION V) 2 00 ~ m l+J w n m g $ D H CA Z �O o COUNTY OF ALBEMARLE, VIRGINIA =p m k o k m �' Z o o UTILITY PROFILES z m N Ga 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. r- S:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-C8.1-UTILITY PROFILES.dwg I Plotted on 12/22/2022 12:03 PM I by James Wood 0 n o o co 0 + 0 0GO ^p `J 00 o O S o + G G O O IT IT A N COCQ m CD D-r m m r o Z m N + Tl O O 0 m + O 0Cn w 0 0 Wto + �^ N O + O O to O O00 J 0 + w o + O 00 100CD M m22 0D N o) —m—�--II A o D D N + r r o !?\ !? r z `h o m 01 O NIT r � m+ 0 O p00 + �0 o IT A N COCQ m 0 co 00 D r r r mm Z CR m A � O + 0 n r- m v o m 08 O _ V O O + fT O W O O J 0 0 o + cn Cn 0 0 0 �o O T r m 0) n D r mo • • THIS DRAWING PREPARED AT THE 3a CO TIMMONS ROUP• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICEO O • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 r TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 9 P Q� (> m OLD TRAIL BLOCKS 24, 33, Vl 34 ^ n 3 o DATE REVISION DESCRIPTION rl ~ k Ln M tv 1 0 Z lO zo COUNTY OF ALBEMARLE, VIRGINIA p m k o k m Z o �k yII11 o UTILITY PROFILES z m N Ga rn rn °�' °�' m aoo coo 0 0 o cn o cn o 8"X8" TEE STA 10+00.00 8" GATE VALV O STA 10+03.80 � � °mo _w Z < 000 � \ v n Z IV Z (7 D \ �D � Z� � 1� 8" GATE VALV STA 12+90.31 \ 8"X8" TEE o °>; o � o � o V V OOo W co(Oo (00 O O CT O CT O (n O 8"X8" TEE STA 10+00.00 8 GATE VALVE 1 STA 10+05./66 I I , O � O I z / FHA � � � STA 11+20.03 l / C D n Z � m �W � Z� � i 1 � J A Z c� I I 1 I \ o \ �O vm my L'n � \ Z O STUB -OUT � STA 16+g1.83 � � coo coo coo coo 0 o cn o cn o cn o co O (OJr O (VJr O O (OJr O (OJr 8"X8" TEE STA 10+00.00 8" GATE VALV STA 10+03.51 O� w \ \ z � O 1 I I 1 Z t7 / CC GN� I L7� �o� J v° m�� v m z m / C S Z v!y 00 � \1 �7 �O � �I I S6TEVALV STA 17+64.67 8"X8" TEE STA 17+69.66 � � V V W W f00 f00 O o O G1 O G1 O Cn O CJI O fT 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. r- :\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-05.2-SIGHT DISTANCE PROFILES.dwg I Plotted on 12/22/202212:03 PM I by James Wood .000 0000 0 T+ 0 to ;I I� I� + I� _ + O V O I + O � O �� 0 ca 0 co v r J ..i + + O r S f -AM + ` 8 FFER N M w 0 I oW D+ 0 D / Cl) IT c� A 0 --� 00-A DD + r r o m 0 ' N > N O z m O �+ —+ ro OT 1 1 fT1 1 1� I I I + OT 2 0 I I I I yr Icn T3 0 � to o 1to OT 4 o 00 0 I J 00 O OT 5 o O I t V O OT 6 }( o t I V + (lr O I O Ur O l+ 0 o N O CM 0 c� D r y mo r 0 rn � 0 2 V x [ 77V • • THIS DRAWING PREPARED AT THE �a CO TIMMONS ROUP• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICEO O • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 r TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 9 ° k Q� (> m OLD TRAIL BLOCKS 24, 33, Vl �4 ^ n 3 o DATE REVISION DESCRIPTION rl ~ k Ln r^ tv 1 Z lO zo COUNTY OF ALBEMARLE, VIRGINIA p m k o k o Z o �k yII11 �o SIGHT DISTANCE PROFILES z m N Ga O A O CT O (T O 01 O OI O V O V O W O W O (O O (O V O V O CT O C11 O CT O C11 O C11 O C11 O CT \ 00o m � m0 \ �x u O m v, l \ \ �LO \ Wo \, OA O \ \ m0 \ m o —\ \ 1 � 1 s �yo \ 92t1 O= `m0 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. 715 715 m HEIGHT OF HEIGHT OF HEIGHT OF OBJECT = 3.5' OBJEC = 3.5' EYE = 3.5' _ 280' DISC CE GHT SIG T 675 IGHT 675 — ;E LITIF / / 670 PROPOSED 670 GRADE 665 665 EY [STING \� I G DE 660 I 660 I / I 655 I I 655 650 650 9+50 10+00 11+00 12+00 13+00 14+00 ROAD C NORTH SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=20' VERT SCALF- 1"=2 1 15+00 15+50 705 O 705 700 700 Z$o/ 695 O\' 695 cam\ HEIGHT OF OBJECT = 3.5'-� 690 ROPOSED 690 RADE 685 685 680 680 9+50 10+00 11+00 12+00 13+00 ROAD B WEST SIGHT DISTANCE PROFILE 10+50 280 SDR 0 00 +50 +00 + 11+0p L + 1 I ->n I 14+0� 14+00 710 710 705 705 i N 700 700 695 695 / OBJECT= 3.5' / 690 690 / GO' O 685 O\sU 685 HEIGHT OF EYE =35' 680 HEIGHT OF / 680 LEFT -?80 . ' PROPOSED S GHT DISTANCE / GRADE 675 675 / / 670 670 �-EXISTING 665 GRP DIE 665 660 660 655 19 1 1 655 650 650 9+50 10+00 1 ROAD A -------- 280' SDR 14+0c \13+00 I-� 1 \�O 1 11+00 12+00 13+00 14+00 ROAD B EAST SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=20' VERT SCALE: 1"=2 I 15+5 15+00 fin..._ 15+00 16+00 16+5( 0 1 0 50 PROFILE SCALE SCALE 1"=40' 0 40' 80' Lic. No. 60786 12/21/22 O��sIONAL �G� ^� E O N OV N C Q O > E vE w -� LU LL U-o WO R ,j U oo z w J — n .. C LL N a N iLU � Q U o w c C � Q � � U.) � N U > z C = N ~ C r O N � M � a� OJ J to H- ui 0 cD O x 0 w W LL H = a C Q z O in 0 O N z 0 f w DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN M 06 M � cM w Q J z " LL O N �ww 2!e J < U Uwz OQ< m J LL o U) — z 0 �T I IJ/—I VJ/ A 0 J JOB NO. 9639.0 SHEET NO. C9.7 L r- I:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-05.2-SIGHT DISTANCE PROFILES.dwg I Plotted on 12/22/202212:03 PM I by James Wood k—X-- 1� 1 J I O I 1+ O IOI _ t �I rn n c m NAO 83 �M J 0 I m0 � N rio n DD rr m !?\ I I N N O A O O (o 0 0 O 0 J o O 4 m w (O10 m o 0 cn o cn m coo c� m y W T ml w /* 1 / mm m0 v, pm / A;i7 0 / D 0) v 0 \� Y . / mz / O / x m x n O m 0) V 0) OD 0) Oo 01 (0 01 O V O V O 01 O 01 O 01 O 01 (oir o (01i( o (i o x m rr n O m W v C) m m m � IN O 1 O mZ l O m / n w= o J rn m I � —1 Z � m IG) I ~ % IO2 -02 \% I Ox 00 m r_ — n _ j--I n O wT 6 rn 0O rn rn O V 4 rn V 0 O Vt O Vt O 0 O TIMMONS GROUP .•-':'•. 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 nm o OLD TRAIL BLOCKS 24, 33, Vl 34 n n \ o DATE REVISION DESCRIPTION (/1 = cop ~ rn W w n m $ D H 00 Z �O o COUNTY OF ALBEMARLE, VIRGINIA =p m k o k m �' Z o Ga SIGHT DISTANCE PROFILES z m 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. r- I:\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-05.2-SIGHT DISTANCE PROFILES.dwg I Plotted on 12/22/202212:03 PM I by James Wood i , STFtc,wv, , —Tofi Gdola I � I +0 �R T I o ' D I I 0 � n LOT 32 LOT 31 1� I � G UV08 S D — 6 _M — — — — — — — — ri- W o_-- ------ 2 LOT 1 T� LOT LOT 3 LOT 4 �J LOT 5 -F LOT 6 l01 0 N G m0 A N CD Q) nD Dr r mm � N N O 0 Cn 0 0 0 0 A O 0 Cn 0 0 0 0 o cot, o 01 o 01 o cot, o \ O= mm \ \ ) tP� u O W T O \ Zn \ m= \ \ n 0 O q T G)-U o° m0 \m o \ Wm m0 2 O Wm rn m 0 V OOC OOo (00 (00 0 O Ch O Ch O CJI O N O 0 OOi -4 0)0O7o OOo W W O O CT O CT O Gr O Gr O mm m0 n= O C4 m N 1 \� \ A \2 YM \ Z \ G) \ \ \ _ \ <G) m n _ 54 O m DO i Mm0 U) - IT Os coo m m� n� n O o w o Ch o v o 01 o 0 in o TIMMONS GROUP .•-':'•. 1 Y 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 nm o OLD TRAIL BLOCKS 24, 33, Vl 34 � n n \ o DATE REVISION DESCRIPTION V) = cop ~ rn W w n m $ D H Z �O o COUNTY OF ALBEMARLE, VIRGINIA =p r- k o k o �' Z o �o SIGHT DISTANCE PROFILES z m N Ga 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. r- is\103\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-05.2-SIGHT DISTANCE PROFILES.dwg I Plotted on 12/22/2022 12:04 PM I by James Wood F 1 n J I e p I M f <_ m0 22 A N CO fn 00 Dr r mm � N N O O O O A O O o p W D �o N m 0 o T _ ri- M N O U) � D r mo O TIMMONS GROUP .•-':'•. f0) O O V 0 O on O 0 0 1 I "M / II -+ 0 m G) m TI O j m m I0 II W I, �O 0 rn m0 �I aY I Z Y �v y /O 1 I � E) 0 = 110 W W On V -I O CO7 18 9 T 9 Er 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 nm o OLD TRAIL BLOCKS 24, 33, Vl 34 n n \ o DATE REVISION DESCRIPTION V) 2 00 ~ m W m n m g $ D H Z �o o COUNTY OF ALBEMARLE, VIRGINIA p m k o k m m o (Z) SIGHT DISTANCE PROFILES z m N Ga 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. r- 03\49639.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103-052-SIGHT DISTANCE PROFILES.dwg I Plotted on 12/22/2022 12:04 PM I by James Wood I 0 0 D I IL D i D r X X X�� N m 0 x—_ £8C x N X�_ o x-- 0 TIMMONS GROUP Ln m o OLD TRAIL BLOCKS 24, 33, & 34 ((� m w �O z COUNTY OF ALBEMARLE, VIRGINIA (Z) SIGHT DISTANCE PROFILES Uj A N N C2 CD cn 0 A O O A 0 O m_ i E\ CIO ci ^ I II O G) �y m Z \�N � a ITI m G) = 11 W O 1 V1 m l � G)� m0 CID o Wm m� n = 110 CT W V V (Vn O & O C�71 O (�JI 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 DATE REVISION DESCRIPTION V) ri Ln n O =O v m V D O M O m n z N y m k k T m 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. r- S:\103\49539.003-Old Trail Blocks 24_33_34\DWG\Sheet\CD\49639.003-103C-L1.0-PLNT.dwg I Plotted on 12/22/2022 12:05 PM I by James Wood on o� o� 0 \j 9 l`lAD 83 0 0 TIMMONS GROUP .•-':'•. 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 u DATE REVISION DESCRIPTION m w OLD TRAIL BLOCKS 24, 33, & 34 M 3 N 0 o O o COUNTY OF ALBEMARLE, VIRGINIA o m k 0 k o m o w LANDSCAPE PLAN m NJ 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. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE _w 1 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERM/ATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. Op Gt IEREMY L. FOX Lic. No. 60786 12/21/22 ^� E 0 N OV N C o > E w vE Lu L-, `� 3 LL 0 LL w 2w m J U 00 ,� U L9Lu N N v Z Y � X 9 ai 04 Dv Un= vN 2 U � N . C � o a' N � M a� OJ J to z O f f DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE 1 "=So, p (M �Q z 2! N " L1J J Q L1J m J Q LL r0 r 0 U r) J O J H Lu 0 L H JOB NO. 9639. SHEET NO. L1.1