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Home My WebLink AboutSUB202100084 Plan - Approved 2022-04-28OLD TRAIL VILLAGE -BLOCK 7C SITE DATA: TAX MAP PARCEL: 055EO-01-7B-00000 MARCH MOUNTAIN PROPERTIES LLC DB 4954 PG 18C ADJACENT PARCEL INFORMATION: 055EO-01-7A-02600 SOUTHERN PROPERTY LLC DB 5071 PG 231 055EO-01-35-000D1 MARCH MOUNTAIN PROPERTIES LLC DB 5024 PG 441 055EO-01-00-000AO MARCH MOUNTAIN PROPERTIES LLC 055EO-01-3A-00100 MARCH MOUNTAIN PROPERTIES LLC 0585EO-01-00-000H 0 COUNTY OF ALBEMARLE PARCEL AREA: 3.05 ACRES LIMITS OF DISTURBANCE: 2.73 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH ZMA2015-00001 OVERLAY DISTRICT: MANAGED STEEP SLOPES 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 7 FRONT: 0 FT MINIMUM/25 FT MAXIMUM SIDE: 0 FT MINIMUM REAR: 0 FT MINIMUM MAXIMUM BUILDING HEIGHT: SINGLE FAMILY ATTACHED- 4.0 STORIES OR 60 FT SINGLE FAMILY DETACHED- 2.5 STORIES OR 42 FT EXISTING USE: VACANT RESIDENTIAL LAND PROPOSED USE: RESIDENTIAL DEVELOPMENT FOR TOWNHOUSE UNITS GROSS RESIDENTIAL DENSITY: 30 UNITS/3.05 ACRES = 9.83 DU/AC PROPOSED OPEN SPACE: 8.73% MAXIMUM IMPERVIOUS COVER: 1.78 ACRES WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT UTILITIES: ACSA PUBLIC WATER AND SEWER PARKING REQUIRED: 2 SPACES PER SINGLE FAMILY ATTACHED (30 UNITS) 1.25 SPACES PER ACCESSORY (4 UNITS) 1 GUEST SPACE PER 4 SINGLE FAMILY ATTACHED (30 UNITS) 73 PARKING SPACES REQUIRED TOTAL PARKING PROVIDED: 2 GARAGE SPACES PER SINGLE FAMILY ATTACHED (30 UNITS) 2 DRIVEWAY SPACES PER SINGLE FAMILY ATTACHED (27 UNITS) 114 PARKING SPACES PROVIDED SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ I NO [ X I SIDE: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. THE SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 3. THE SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 4. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. ROAD &UTILITY PLAN (ACSA SET) COUNTY OF ALBEMARLE, VIRGINIA SUB202100084 4/26/2021 game ® LAUREL F n �$ '"CROZET Crozet Elementary0 �� CROSSING School "Al . RCHARD ACRES GRAYROCK�_ ; WAYLANDS GRANT a WAYLAND PARK jwrn a aoRd g' roz .fP BARGAMIN PARK `. e Cet y*' • wm.n. ov qa Hyland Group® ."e�..4 R E A PARK qg VILL Claudius CrozWark'© Crozet Park &Pool ig Family Vineyardil ...m. �° SITE 9R PARK VIEW LOCATION / ® Th�ld TrailQ _ \ ow.w BROO S° Old Treil Gol(Club® r ��°'1 .. P`e V OLD TRAIL A WHITE OAKS. _ I Sleb�°B The Summit MOUNTAIN Apartment Homes w,: 5 -- --" m o, HARVEST FARMS Ylanolf Q Crozet-Meadovr �. QPiedmontBaptist Church 16wewr` Brownsville 2" Exxon GaPTumplke---— MO Feather &ssakQ • // PhotograEpy Pro Re Nata BnewecLQ _� by B R O W N S V I L L E ff1 Willow Equlne�� HEIGHTS O Western rAlbemarle in QRAYeneey Lumber High School p Yancey Mills CONoratian j'� nunuyQ �..� s z.� 0 C7il hunch as FOREST GLEN EMERALD FOREST VICINITY MAP 111=10001 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: CLINT SHIFFLETT, P.E. TELEPHONE: (434) 327-1690 EMAIL: CLINT. SHIFFLETT@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C.1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLTION C4.0 LAYOUT PLAN C4.1 LOT AND EASEMENT PLAN C5.0 UTILITY PLAN C6.0 GRADING & DRAINAGE PLAN C6.1 STORM INLET DRAINAGE MAP C7.0 STORM PROFILES C7.1 UTILITY PROFILES C8.0 ROAD PROFILES 1-1.0 LANDSCAPE PLAN 12.0 LANDSCAPE DETAILS NUMBER OF SHEETS = 16 APPROVED by the Albemarle County Communityy Developpment Department Date 04/08/22 File SUB202100084 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 CLINT W. ?: S FFLET >, Lic. N SIJII® �4:: a OI G / 20122 S • • rI�000 0HH0 1''• m E O O U N ut N >E o W Q LL 3 LL 0 W O m ti Q j Um Z W W W a U U U Lu KK aiW 0 0 0 U > O C w LUol O O O m d W J , W W Uri 0 0 cD 0 0 ti rN ~ 0 W V O rV O rV O > W o o U Q ti z O O O DATE Cxf 0412612021 O DRAWN BY J. FOX } • DESIGNED BY • J. FOX • CHECKED BY C. SHIFFLETT • SCALE • N.A. i U 0 I1..1.J a Z_ 1 � W' uL < W a�> J m 0 J a U �LL O J z Z U 1--1 O 0 0 ILL J 0 IOB NO. 47652 SHEET NO. CO.0 L LEGEND GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 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 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 g P �P 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 portions 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 measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. IL 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 road, the minimum 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 sent 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 to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CSR'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 carves much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not 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. 1 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:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). NOTES: 1. SPLASH BLOCK SHALL BE CONCRETE, PLASTIC, OR SIMILAR MATERIAL. 2. SPLASH BLOCK SHOULD BE SLOPED AWAY FROM DISCHARGE POINT. 3. SPLASH BLOCK SHOULD DISCHARGE SHEET FLOW INTO A VEGETATED OR STABILIZED FLOW PATH DIRECTLY DOWNSTREAM. SPLASH BLOCK, STABILIZED FLOW PA DOWNSPOUT & SPLASH BLOCK DETAIL No Scale 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 eotec or VDOT certified inspector. This should include at a minimum g h, 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 and plats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P 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 requited for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as 'It appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. STD.GUTTER WITH BOOT COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for VSMP The followingis a list of information required on construction record drawings for Te4 S stormwater facilities preferable that the is It 17-422 . reference Water Protection Ordinance re ( ) 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 treated and for drainage to the facilities. g P g , 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, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofrlter 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. BUILDING pFs0a `A CLINT W. 8 F LET >� • Lie. N 54380 ��GCZ OI12O122 _� ^� E 0 N OV N C > E w a E w i 3 Q LL Z 3 LL 2 2 O L M Q J U 00 W J -Lri d to N N V W 7 30 n it w U) _ N 2 U > IN C c o, O N � M d� OJ J O W ui M 0 0 x M 0 x F 0 w w_ U Z O V) 0 0 CL O oc t7 (A Z 0 f f -1IV-1I11-n Z W W W VO VO O w 2 2 2 p > Z 000 rY rY H d d d Lu LY V) V) V) � � � F 0 DATE 0412612021 DRAWN BY J. FOX DESIGNED BY J. FOX CHECKED BY C. SHIFFLETT SCALE N.A. U U 0 _J W Q Z 1 (D J LU > Q w w J w 06 J m J Q LL w ~ O i 0 J z z I� O I..L_ 0 J 0 JOB NO. 47652 SHEET NO. C1.0 1 Nov 2011 L SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" STOP (T"P) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 6' 2' 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A VARIABLE WIDTH' (PLACED IN ONE LIFTS) NON -SLIP BROOM FINISH4_� MAX. CROSS SLOPE 2% 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE i / 4" 3,000 PSI AIR -ENTRAINED DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE LIGHT DUTY ASPHALT PAVEMENT SECTION NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN No Scale ACCORDANCE WITH VDOT STANDARDS. m a a R= %4" 1 CONTROL JOINT SPACED p AT WIDTH OF WALK (MAXIMUM) CONCRETE SIDEWALK PAVEMENT SECTION I+ No Scale EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER EXISTING PAVEMENT PROPOSED PAVEMENT F a SAWCUT THROUGH a- MATCH EX. CROSS NOTE: PROPOSED EX. SURFACE uJ PAVEMENT MUST TIE U SLOPE UNLESS OTHERWISE IN WITH EXISTING X COURSE w SPECIFIED ON PLANS w & REMOVE PAVEMENT PAVEMENT 2' MIN. PROPOSED SURFACE 2" + COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale CONIC. WALK y J e a • a. '-- COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VA V CONIC CURB AND GUTTER CLASS 3A, ° (fc=3,000 PSI) CONCRETE 6„ WIDTH OF C ENTRANCE - LIMITS OF FED. LIMITS OF PED. 13, �/� ACCESS ROUTE ® o ACCESS ROUTE ® n d o 7' WIDTH OF ENTRANCE UNPAVED SPACE NON-TRAVERSABLE11 PF -' UNPAVED SPACE COMPACTED n 44, A EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE EXPANSION JOINT SUBGRADE .� 4 ENTRANCE \/ oa � a IL 2 ' 0 � V 1F J z \ EXPANSION JOINT __T LIMITS OF FED. LESS ROUTE ® o NON-iRAVERSAHLE = LIMITS OF PED. ACCESS ROUTE ® CONTINUE 21B STONE r r w 4" MIN. BASE FROM ADJACEM !CELL J!L w W w I PAVEMENT SECTION \ /\ /\ /\ \ /\ /\ /\ /\ /\ /\ /\ /\/I CURB INCLUDED IN ; PEDESTRIAN ACCESS ROUTE DETAIL WITH & UNDER CURB 9 ENTRANCE GUTTER rc WITHOUT UNPAVED SPACE a as w 6" 6" 2'1 Z m Q w Q ADDITIONAL RIGHT-OF-WAY IS REG�UIRED IF THE LIMITS 2' 0" OF PEDESTRIAN ACCESS ROUTE HIH EXTEND BEYOND �- O" FLOW LINE z EXISTING OR PROPOSED VDOT RIGrHT-OF WAY. I VDOT STANDARD CG-6 CURB & GUTTER ow No Scale x r EXPANSION JOINT ENTRANCE WIDTH DESIRABLE MINIMUM 16' • �. . p, - c. p ABSOLUTE MINIMUM 12' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 4o?000gaoo Face of Curb Invert Une FACILITY THAT CAN BE APPROACHED, ENTERED AND EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB. MINIMUM WIDTH SHOULD BE 6'. J� SECTION F-F r s•2• r HALF PLAN C y IF PEDESTRIAN ACCESS ROUTES Fk ARE BEING 2'-0" PROVIDED, IS REQUIRED WITH A MAX. 2Y. CROSS SLOP E. e. e. WHEN USED IN CONJUNCTION WITH STANDARD D. D. p- - p. P. PARABOLIC CG-3 OR CG-7• THE CURB FACE ON THIS �- �• • �' '.Q - ' A • - UNPAVED SIDE_ WALE CURVE MOUNTSTANDABLE IS TO BE ADJUSTED TO MATCH THE ,o,o•o o.o SPACE MOUNTABLE CURB CONFIGURATION, 0:040: o �•' n51 000. G j. `V NORMAL CUTTER ® ® -b.--- ® xW SECTION E-E �y"orT�mmwt,"Ohr"Pr rTaW ,CO • e.� . p• • �. • n. • I:• • o, e, e.e o •e . * O% TO la% CHANGE 1' - 3" aI) )rcYesD%a GDI AAA. og4 To. I =g4c1. TVbv4eFe ePb4dPS4b4 CLASS A3 fH.E.S.ICONIC. /v im 21 a.6" AGGR. BASE TYPE I SIZE 218 EMT C. - - - - 5'-0" 12% MAX. SLOPE 5'-0" ® POINT OF GRADE CHANGE �. ' .• . •p', FOR CURB AND GUTTER ONLY • -1 • o. • p• , p- FIGURE 5-CURB AND GUTTER DETAILS' FOR SIDEWALK CURB AND GUTTER X B: 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS0. c The following notes apply to CG-6, CG-7 and Rolltop curb: BUILT CONCURRENTLY 10'TRVAL AND SECTION C-C * * M 8 % MAXIMUM DECREASE FOR SUCCEEDING3 % MIMUM DECREASE IN SE FORRST MNIMUM I10E INTERVALSooeo 0 1. Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in SECTION D-D place using Class A3 hydraulic cement concrete. SPECIFICATION "ll REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 2. When used with stabilized, open -graded drainage layers, the bottom of the curb 502 REVISION DATE I SHEET 1 GF 1 and gutter shall be constructed parallel to the slope of the sub -base courses and VIRGINIA DEPARTMENT OF TRANSPORTATION 07A15 to the depth of the pavement but not less than the thickness shown. m 11 BE BNIAPE To E AVM LMPFST °F SLOPE TO DRAM TO INVERT OF OUTLET PIPE ECTION A -A IF TREATMENT IN DROP INLETS SLOPE TO DRAM TO N T OF OUTLET PIPE PETALS OF INVERT SHARING AS SHOWN NEMCN ARE F ESAMRE PURPOSES MY. EACH MAR DR NET a TO BE SHAPED I ' • ° . • ° INDIVIDUALLY TO BEST PR THE PMM NAND QT TICULET RET AEA CONFIGURATION AND FLOW ENS. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES [I ROAD Ao�RaM s HIDINGS STANDARD METHOD OF SHAPING) SIGN AND POST DETAIL SIETT 1 OF 1 RTVISON DATE MANHOLE & INLET INVERTS SD2 MB.OB VIRGINIA DEPARTMENT OF TRANSPORTATION No Scale 2016 ROAD & BRIDGE STANDARDS FENNEL ROAD CROSS SECTION ROLL-TOP ROLL-TOP g 1 1 , .. �... ..,,._.,,. ..,,.�• • . w-�_-� ,,.....-,,..�,,._.,,._.,,._.,,..4_�! ,'•-w_�4i�4 -4 -4 1 NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. FENNEL ROAD CROSS SECTION (PRIVATE RIGHT -OF -WA No Scale ORION EXT. CROSS SECTION ° CG-6 C�L CG-6 1.5" SIC-9.5A ' " 26' (PAVEMENT WIDTH) 2.5' t- 2% 1 2% y [2.51 r I I- 1 COMPACTED SUBGRADE 2" BM25.0 6' 6' SIDEWALK (PLANTING STRIP) 6 21A (PLANTING STRIP) 5' NOTE: ROAD CROSS SECTION COMPLIES WITH SIDEWALK ALBEMARLE COUNTY DESIGN STANDARDS. ORION EXTENDED CROSS SECTION (PUBLIC RIGHT-OF-WAY) No Scale 1.L 1- quill w rWMFRF RFOI fIRFnI VDOT SID. CURB - - DROP INLET (DI-3) T"•1, \-VDOT SM. ROLL-TOP CURB SECTION A AN SECTION T SCALE NO ROLL-TOP TRANSITION TO STANDARD DROP e W Slope break for drainage, if req'd_ 9 R• 2 Feet @ • i; Back of Curb _ o e Jr ` n fill I I i 1 ::II ; ; ! i iliii i i I i Constr. -chL joint Mainline Edge of Pavement Driveway Entrance Warp Transition Roll top Curb Port Plon of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Rodus Return Warp curb profile to match !ive+py entrance .Pron Q Dde vi111in 9 IGGI illSide Of apron move invert line. DHvewoy Eatrmte ADron Tor Rolllop Curb Part Section A FIGURE 8 - ROLLTOP CURB ENTRANCE DETAIL SECTION ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 * EDGE OF USING PAVEMENT (AS DETERMINED IN FELDI TICK COAT THE PROPOSED CONSTRUCTION JOINT EMSTING ASPHALT LAYERS PROPOSED ASPHALT LAVERS EXISTNC 511®ASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EKISTING SUBBASE AND REFACE WITH PROPOSED ASPHI WIDENING LAYERS ® PROPOSED MINIMUM I ir INCH THICK ASPHALT SURFACE COURSE (ME NOTE 5) W AS ONMM 12NED E1, CORES GREATER AS NECESSARY TO ABUT WE FUL TIGCMESS OF EXISTING ASPHALT LAYERS NOTES: 1. ASPHLT PAVEMENT 'A MM SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH WRRENT VDOT PROCEDURES AND BE APPROVED BY THE ENCNEER. 2. THE PAVEMENT DESXN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED WE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRNNAM OF THE UNITING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N WE PAVEMENT DESIGN. 3. A MNMUM OF THEE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL IANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SMALL BE SPICED NO MORE THAN 5000 FEET MART. 9. PROPOSEDEP ADJACENT WOENNO SLICE COMSE•UNLESS WAIVED By TINE IENGINEERDPOMADED WITH A! ASPHALT SURFACE COURSE TO MATCH THE 5. THE ENGINEEW MAY MOURE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE M ACCEPTABLE PAVEMENT CROSS-SUOPE AND EFFECTVE SURFACE DRAINAGE. B. EXISTING PAVEMENT MNUlNGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-N SISAL CONFORM TO THE REOUREMENTS OF MOTION 315.05(Gl OF THE SPECIFICATIONS EXCEPT THAT ILL JOINTS AT TE-IN LMAT SHALL M TESTED USING A 10 FOOT STRAGHTEOGE IN ACCORDANCE WITH WE REpILEIOM OF SECTION 315.DI OF WE SPECIFICATIONS. DAD AND ��ANDARDS ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA OTPAtT.ENT OF TRANSPORTATION Su iET 1 OF I REVISION DATE W3.02 VDOT FLEXIBLE PAVEMENT DESIGN (NEW SUBDIVISION STREETS) COUNTY ALBEMARLE SUBDIVISION OLD TRAIL VILLAGE BLOCK 7C STREET NAME FENNEL & ORION EXT. DESIGN ENGINEER TIMMONSGROUP-JLF CERTIFYING ENGINEER N/A STEP 1: DETERMINE DESIGN AADT DESIGN AADT FOR STREET SEGMENT 284 NOTE: IF AADT15 50, USE MINIMUM DR VALUE OF 6.4 SAMPLE NO. CBRT (SOAKED) CBRD RF (APPENDIX 1) SSV (CBRD*RF) 1 4 2 3 4 5 I AVG. CBRT 1 4.0 I 2.7 I 1.0 1 2.7 II NOTE: TESTING REQUIREMENTS &RESULTS PROVIDED BY F&R y THICKNESS INDEX REQUIRED FOR DR 11.0 DR= 3.48Ln (AADT) - 1.48Ln (SSV) -7.23 STREET SEGMENT (APPENDIX II) DR MIN 6.4 DESCRIPTION OF AS -BUILT PAVEMENT SECTION MATERIAL NOTATION THICKNESS, (h) a (a x h SURFACE SM9.5 1.5 1.67 2.5 BASE BM25.0 3 1.67 5.0 SUBBASE 21A 6 0.6 3.6 DO MUST EQUAL OR EXCEED DR VALUE Dip 11.1 / PAVEMENT SECTION IS ADEQUATE 11P1 > DRD TRIP GENERATION _ LAND USE: SINGLE FAMILY ITE CODE: 210 AMOUNT: 30 UNITS UNITS: PER DWELLING UNIT WEEKDAY ADT AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL 284 8 23 31 20 11 31 CLINT We S F LET r� Lie. N 54300 ��GCZ 01/20/22 _.#d m E 0 N OV N C > E 0/ E W 3 w i ¢ u. 3 LL 2 h h h W Of M, Ida ,^-I W ¢J UD? Z W W W W NJ•I-ui O � > O O CA p a (A- cOW -ITChl 0- 0 0 0 Z ~ er V UUU Ln Lu �ry Z AN= 0 U U U �U QLiOn C Lri In ti �� d d d a, Lu O O O W J LU LU LU Uri 0 0 c� x rN I- 0 w wW rV rV rV = a ono a o Go, Z o 0 O DATE � 0412612021 O DRAWN BY J. FOX } • DESIGNED BY • J. FOX • CHECKED BY C. SHIFFLETF • SCALE N.A. • am U U O I� Q Z 1 J W w w J 2 J\' DO 06 J Q W le-4 O i � O J z Z Z < F� O U 0 O JOB NO. 47652 SHEET NO. C1.1 0 3 a 7 9 0 o o ECLM Z CEO 1i c m -a c m l0 a0 O N O F Z Go m O d a �ID o� �§ CL 2 :2 in B Ga N o 0,6 £ 2 `l m N C N O E m 06 7C c �a 10 a 0 ur CO GO ._ Rai � c 2 ION IO c c ai nE � N c E F L COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID N NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-111 METERS) NTS FIG. W-7 TD-13 4" DIAMETER BRANCH AND VALVE � - BOX PLUG VARIES WATER MAINS RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VAKICJ THREADED COUPLING PVC SLEEVE I BRASS NIPPLE AND PVC o CAP LUBRICATE ALL THREADS THRUST BLOCK FI ro METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS t�. VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B AIR RELEASE VAU BRASS OR BRONZE PIPE BRICK SUPPORTS OR SOLID CEMENT BLOCKS COPPER" SOFT TION STOP GRADE GATE lu 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 WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Q 1 LENGTH OF BRANCH VARIES 6' MIN (2701 2' TO 10' 7 CU. FT. 18'-22 ALVE BOX #6B STONE 42"MIN •' �! 8" GATE •ter VALVE i''1 •r.: 8"XB" TEE e 250E P.S.I. CONCRETE I BASE AND THRUST �f: R } BLOCK AGAINST r i"•:ry •I,,:,I \\\V(/) 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/X MIN. COVER FROM THE MAN 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 REWIRED 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 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 --� 11 ADJUSTABLE TRAFFIC RATED VALVE BDX W/ LID M.J. GATE VALVE WATERM.A E 0 .1l4 . - 2500 P.S.I. CONCRETE2'x 2' BEARING AREA. THRUST BLOCK NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE 1" COMPRESSION K 3/4" MALE PIPE COUPLING OR APPROVED EQUAL NOTE: NO SNEATED FITTINGS DUAL SERVICE 1" TYPE W SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE NTS FIG. W-5 TD-9 0 FOR USE ON ATTACHED BINDLE FAMILY SERVICES RESIDENTIAL OR DUAL RESIDENTIAL AND IRRIGATION ON SER S SERNCES TEE 0 1�2 ` R 1' COMPRESSION a 31C MALE PIPE COUPUNG OR APPROVED EQUAL O FOR USE ON DETACHED SINGLE FAMILY REMIDEN IAL SERNCE WERE AN IRRIGADON METER IS NOT FRONDED. CAST IRON UD OIRBHED GRADE 1/8 BEND COUPUNG� y s, METER CORPORATION STOP :'-'Y 'w ; ' i' >''c '_� % BRICIA AS •. NECESSARY Y SAND OR DUST UNDER v ..u' AGGGREGATE 203, NO. 57 BOX AND EETIER (2-INCH MINIMUM THICKNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 - FOR BENDS B" & SMALLER USE STRAP DN 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. B" I ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND S{ A B C D E F 4" - 8 V- 2'-3 2'-6' P-2 T-0' 1 I/4" B' 2'-3 3'-0 Y-8' 1'- 2'-8 1 1 4" 11 1/4' IG' V-9 3'-9 2'-8' 2' 0? 3'-0 2" 12' 3'- 4'-]' 3•-0 4'-3' 3'-8" 2' IB' 3'-0' 4'-e' 2 i/2' 4" - 8 7-8 3'-0 2'-e 1'-B 2'-e 1 14' Ir 3'- 4'- 2'-8' Z' 5" X-S" 2- Is 1/T 10' 7-3 5'- N-0 2'-9 N- 2' 1Y S'- 3'- X-8 V- 2" 1B' 6'-0 7- 3'-3' 4'-0" S'-B 2 1 " 4' - B S-O" 6'- S-0" 3'-3 X-3 2 1 4" e' 3'-8' 6'-8 3'-0' 3'-B" 3'-9" 2 1 4" 4'-8 7'-e 3'-0' 4'-W W- 2 1 4" W- S'-3' 5'-0 W-9" 2 1/2' 3" THREAD 1 -NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B 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 6" NOTE: RESTRAINED JOINT FITTINGS. - - - - - 42" Mlniml Certifkatbn of 95X aompootton requlmd Q Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. Side View V CID, TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD5 UNDISTURBED z - 3/4" DM ALL -THREAD RODS_. _ VALVE -� 24" MIN' UNDISTURBED UNDISTURBED ASTM A38 AND HEX NUT ASTM A588 (rYP) UNDISTURBED /- SOIL (7YP) WATER MAIN ELAN -CLASS A-3 CONCRETE 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 D&1ENSION 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-3C TD-6 JUNCTION BOXES, TRANSFORMER PADS PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES �1f1'i`►I I'�30'2 5 111 III 5' _ 1 1 F V WATER SEWER 3 20 r3 p o E LOCATION OF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER DR 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 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 I INITIAL BACKFILL 4 I UNSTABLE SOIL^ MI MIN. MIN MIN #68 STONE RANULAR FILL AS t" .�{ s •( APPROVED BY ACSA ST CK' 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. 4.140 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 FOR ALL BI SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEE CU.YD. (FEE CU.YD. BEND L H. T L H T 90 2.50 2.5E i 3.01 0.24 4" & 6" 45 2,00 2.25 11 2.60 0.15 200 225 2.5E 0.15 221/2 1.50 2.0E 2.52 0.1E 11 1/4 1.50 2.0E 1 2.50 0.10 90 3.66 3.16 3.21 0.48 45 2.66 Z66 2.77 0.26 B" 221/2 1.86 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12, 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 CLINT W. SFFLET a Lie N540L. 30��49 01120122 ^� E 0 N O N N % E w v E ~¢a., 3 LL c UU r0 .^-I aJvo? Z W W W w 10 N N a 0 C) C) cD W '-I U U U v Z F U ~ � X U a� �¢ LU 222 CY 0: ai w p U)= N N Z U U U Ll c a, d d d w O O O `� �� d v m LU LU LU H ct� ct� ct� 0 0 x O x ~ ^I ^I rN UU IV IV IV w w w rN rN rN = a O 0 1714 Q p c ti ti Z O O O V) DATE > 0412612021 O DRAWN BY J. FOX • DESIGNED BY • J. FOX • CHECKED BY • C. SHIFFLE7T SCALE • N.A. U U /0 LJ.J Q Z i Hy v J J >Q W _j Uj Q 2 J co °6 1J1�� a w 11 O i 0 J z Z H� O U 0 I� 0 J 0 JOB NO. 47652 SHEET NO. C.1.2 0 d 0 3 c C. 9 0 o DI cD PZ 20 O c E_- a C y A 0_ V O d 0: O 3 N Z w O a 2 $ �0 1= N 15 �0 o '§ C1 (Dm 2 Y m m �N X C O o m 2 £ 2 d N m C R 22 c V N O a c �a 10 a 0 � o c 2 m m c c c Loi m Ti E 0 w c E F_ L ISO FIRE FLOW CALCULATIONS FOR Alb mule COUnly Date of Report Hydrant Flow 0044000 OLD TRAIL VILLAGE BLOCK 7C Service Authbrity 4&4, a 7/1/2021 �66! LTH 5lrirg�C«mwq �� - � SEWER SERVICE LATERAL CONNECTION NOTES: I �•, a Test Report ,�Q+E ./ TYPE OF CONSTRUCTION: CLASS 1-WOOD FRAME w sW.e'•Iar a�vA zntt (ee1)9TTas 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS ?�� • y i CONSTRUCTION COEFFICIENT: F=1.5 INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN. 60' DIAMETER MANHOLE rc� CLINT W. Saw Location ORIONLN Pressure Zone. �CROZETSFRVICEAREA LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED. • r BUILDING SIZE: Single Level 4,550 sf : - - - Date and Time of Test AM TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. ° ~ S tO % S F F L E T > • l� 17/1/20219:04:00 EFFECTIVE AREA 4,550 sf 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL DROP NANHM PVC CROSS e jy 7W7 z - • , SA Lic. N 143A11 �� Minutes of Flow 2 CONSTRUCTION FACTOR: C C= 1,821 BE CONNECTED USING A PIPE SADDLE USE APPROVED FLEXIBLE RUBBER + BOOT ♦°F �► ♦iG =18F (A)^0.5 CONSTRUCTION COEFFICIENT: F=1.5 Pipe Size (Inches) 12 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X �Q ° 01120122 ��; %fSN� (1/4" PER FOOT) TYPE OF OCCUPANCY: C-2-LIMITED COMBUSTIBLE Educational institution 0= 0.85 Pressure.Hydrant 129011, 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN } *' PSI CONC. BASE • 0 AL O'0040��4' OCCUPANCYFACTOR - DIAMETER OF 4". GASNETED STOP CONFLING NCH SLOPED TO FLOW Static Pressure (psi) 92.1 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER I� 27' ANNEL 1/4" 1' MIN EXPOSURE(X) AND COMMUNICATION(P) XI+P1 = 0.00 - OF 3 FEEL DROP PPE ", ..e PIPE STRAPSSALT LICI Pressure (psi) 56.2: (STAINLESS STEEL) o SPACED EVERY .�ma: ' r"TResidual O NEEDED FIRE FLOW: NNF=[C][O](1+[X+p]) = 1,548 -- TREATED 4 " a 2' VERTICALLY,sF�1„`/ /A v'i2 COEFFICIENT: F=1.5 {✓ Q2Q [Ap ❑ Q20 Multi le Inline H drants ped p y �0.20SingleFlow ❑SprinklerTestSingleFlow X FINISHED GROUND MARKER 90' RESTRAINED BEND: :a.may,: \CCONSTRUCTION BRANCH ; E - sLwER NFFL ENT INFLUENT 12" -_ ~- E E SPRINKLER REDUCTION = 0% - Flow Hydrant 41 12730 Pitot Pressure #I (psi) 43.3 Yellow 1 (J-✓1 Test Flow 1 111!= a PE +' '. TOTAL FIRE FLOW NEEDED = 2,000 GPM y a . s °' y Q �� H w 3 Flow Hydrant #2 12902 Pitot Pressure #2 (psi) 11 44.6 Yellow 2 0 Test flow 2 11: r, ° MAIN ° �' • '� • ° ' • o ° " SEWER / � EV•1 .m+ i ¢ LL y3 AVAILABLE FIRE FLOW: HYDRANT LOCATION AHS - -� 4 2" p u. `o ^ In In STATIC PRESSURE 92.1 PSI Imo' . Flow Hydrant#3 Pitot Pressure#3(psi) Ilj Yellow ❑ Test Flow 0 PLAN '� ' ' Of O r M W Z Z Z RESIDUAL PRESSURE 56.2 PSI - - ¢� U co z W W W ESTIMATED FLOW 2,236 GPM -. ,,, PLUG END OF Li PROFILE MODELED FIRE FLOW 3,2S8 GPM @ 20 PSI Total Estimated Flow (gpin) I MAIN UNE SERVICE LATERAL SECTION HIM 6' BEDDING WITH NO. 68 STONE (7 In M Prepared By: AYMWA CPO CHIaDlation(gpm) I � L^ e45;VO" 1. HEIGHT OFTHE VERTICAL DROP PIPE WILL BEDETERMINEDBVTHE ACSA,BUT SHALL NOT BELESSTHANTVJO (2) FEET. FLEXIBLE CONNECTION NOTE: z •� � 0 � x U U7 U > ~ U > ~ U > ~ WITH STAINLESS STEEL ALL CONNECTIONS TO wp Ti m coons Group �� I1N"Nat,.:.oJ!Da.dNd�a,.drv'..1 r,m."d,ep°°` WOOR,,nr4.:pr;1a 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL Of W ai " > j 608 Preston Avenue, Suite 2D0 THE DROP FITTING WITH STANDARD GASKETJOINT. W BE CORED AND A FLEXIBLE _ N z O D O U O U Charlottesville,VA2290s Comments 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF M CONNECTION BOOT " V> = Q I^ O STAINLESS STEEL. INSTALLED O c Hy an Open a e Wey. ?IN 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT > LU O O O LINE WYE-TEE TO SPRING UNE OF MANHOLE INVERT. a W 1n W 1n W 1n meAeawdoas:Mrr...,..:p,:,ear4gpAaiy'.:.y tiw,AAs.,ewm..uQk >9sore,.,,,.ya,�,a.,d5�_ Opernae 4MAbl Mesa, l�eatloBN,errsrl 4n rn MiaoNe. PN^mYi e9„�io„ gtle Poe�a Mums W�uPrm>wrtgs,ee s PLAN S.OROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO FLOW. TYPICAL MANHOLE PLAN 00 _1 , W , W , W 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. Estimated Consumption (gal) VARIES 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWOS" DIAMETER SHOWING BRANCH TIE - I N R DROP CONNECTIONS. For use for water audit tY SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS O 8 Signature of Tester: N.T.S. N.T.S. FIG. S-I-B LD - ---- -- FIG. S-2 FIG. S-1-C2 O TD-33 TD-30 TD-27 IM ~ ti rV 0 Q) Q) C) w O O O UU w O ti O U U Q Q � V W ti V Q) FRAME & COVER 0 O •-I O DATE ^ FRAME & COVER (SEE FIG. S-I-D,E) in P$� ,9S SEE FIG. S-1-D, E > G BACKFILL SHALL TAIN ROCK MATERIALjJ it E w m 8 STREET SURFACE OR NON PAVED AREA STREET SURFACE OR NON -PAVED AREA � 0 04/26/2021 DRAWN BY AN 5" IN ANY 36MEN EyBJJ �a o SLOPED AREA SLOPED AREA -� DIMENSION T24'MI 2'-D" :' RUBBER COATED STEEL STEPS 1. FOX BACKFILL*'0" L". 1'-0" MAX > CAST 1N PLACE 1'-O" MAX8"MIN EMBEDMENT FTS)ROUGHLY COMPACTED LINE HAND OR APPROVED PIPE HANICAL TAMPER -io E $E $ E atr 8-13 �� PRECAST REINFORCED CONCRETESPRING °• SECTIONS WIC APPROVED RING gUALOF e DESIGNED BY 1. FOX HING NO. 68 STONE - 6�w 90 3 �� 0 3'-D" MIN RUBBER COATED STEEL 3'-0" MINCHECKED STEPS CAST IN PLACE BY BEDDING 6" max 4" min _ i Iu an E 6- -G2 ' THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 5o) 5" BACKFlLLED IN 6• LAYERS PRECAST REINFORCED FOUNDATION (SHALL BE $ E L AND _1L COMPACTED BY HAND TAMPERS OR 12 MIN � BACKFlLLED WITH SELF -COMPACTING CONCRETE SECTIONS 1 IN "0" RING SEALS a 16" MAX • C. SHIFFLETT REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE Ep� • E E d+o A 1.m 16" MAX STONE. e T MINIMUM ELEVATION T • SCALE ALL PIPE) �4 - 5" DIFFERENCE ACROSS M.H. 5" �4'-0" N.A. �B� E �E MINIMUM ELEVATON DIFFERENCE 12"MIN 12"MIN FROM INLET TO OUTLET FC, �� mu .' ACROSS M.H. FROM INLET TO VARIE A SHALL BE 0.20 FEET. OUTLET SHALL BE 0.20 FEET ; CONCRETE ' VARIES A FILLETED INVERT FOR A SMOOTH DEPTH OF FLOW CHANNEL - BE FILLETS • TRANSITION OF FLOW BETWEEN DIAMETER OF , NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O ;. INLET & OULET PIPE SHALL BE a'C PROVIDED. 12 �' 6' ° '. ' A! �'' CONTRIBUTING -- ="�--- CON SEWER. TT a 12" BACKFILLED ENTIRELY WITH NO. 21A F A FILLETED INVERT FOR A SM00 •'•ate STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED z 3/4 DIA OF LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN INLET &OUTLET PIPE SHALL BE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 0., g or, G STONE SHALL BE PROVIDED' "_, E . € s E o $ MIN. 6" BEDDING WITH N0. 66 STONE PROVIDED. MIN. 6" BEDDING W/ NO. 68 STONE am 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" > m ?6 E y Noses NOTE : BEDDING OF NO. 68 STONE nA am' 1a" ��' mg 1. BEDDING THICKNESS REQUIREMENTS MOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE LL I2. O O IL SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE L INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED DESIGN ON SEWERS WITH STEEP SLOPES. INSIDE AND OUT. TYPICAL SEWER PIPE TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH TIE-IN N.T.S U NTS FIG S-1-D N.T.S FIG. S-3 NTS FIG. S-I-C FIG. S-I-A O TD-31 � 1 J TD-34 TD-28 TD-25 � z ,--, /A v / - PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, J SECTION G OF THESE SPECIFICATIONS i Ie ROADWAY R SLOPED AREA RUBBER COATED STEEL STEPSUj FRAME & COVER CAST INPLACE SEE FlG. S-I-D, E' •..,•..,'' •� W � 11' (A) t• F>mm) °N wus t t/z' I-- M 1/4--mpp-----...{{I p&„m] O I T. PRECAST REINFORCED CONCRETE SET DOGHOUSE BASE�a �,. •` ;: EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE ' < Q Q A {� [Iielmm] -� ItTBmm] I- I°u0°]� SECTIONS WITH "O' RING SEALS OR APPROVED EQUAL 1'-0" MAX 2'-D"' DOGHOUSE OPENING SHALL `r, ,' '. ♦' MIN. 12" CLEARANCE BE PREFORMED BY EXISTING PIPE MANUFACTURER OR "- °'W ' " AND STONE BEDDING SAW CUT TO FIT PIPE ''*• •� - • [y] J DOBETWEEN J J Q 06 2 m PAVEMENT I I_ za 7n �t�w I I s/a' [temm] > ® A FITTING MAY BE REQUIRED WITH ACSA APPROVAL OUTSIDE DIAMATER"•° a ,•:. PLUS 6". :, .5,� ~( LL 1 ' ' LJJ (- I�---'•(III O D [g1q,°m] No'. 88I STONE BEDDING O 42' MIN. I [BBOmm Ij�--- 1 1/2' FRAME SECTION 1� m [3emm] a 8'xe"x18" AND 4"x8"xi6" SOLID CONCRETE BLOCKS z Z COATED STEEL SAND OR STAINLESS 42' MIN, 0.25' MIN. THICKNESS STEEL CASING INSULATORS STEEL CASING 12' CONCRETE FILL I x• p,,,,N,) Ienop paean cusp THE DROP CONNECTION SHALL BE a 3'-O" MIN DUCTILE IRON PIPE (CLASS 50)) CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) O -►I--IMF BOTH ENDS t• � BACKFlLLED IN 6" LAVERS AN6 ~' U Ia�mp }' Eremm] rift. ] SPC,I A, S1/e• 112' A m COMPACTED BY HAND TAMPERS OR 5° BACKFlLLED WITH SELF -COMPACTING •' i i,ii, ,ii, ,,,,nnni, ,nn, „ ,ii,,,n„iiii,ii,,,..,.,.., C I I I 2 1/e• 3 13/tfi• a ® 2L STONE. MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING N I I [5 9MMI [07mm] [0725' [samm ° 2s" 12 MIN 16" MAX ELEVATION DIFFERENCE BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE WITH 3,000 PSI CONCRETEce 2'-0' 7' OR 8' 7' OR 8' 2'-0' 2'-0' / I1 18' 1 S/e• 1635",m] CII/15 IS5mm7 9/1fi• O.D. of GKT GROOVE [14mm] SECTION NEW t MINIMUM T p ACROSS M.H. FROM INLET TO . 5° T m OUTLET SHALL BE D,20 FEET ON FIGURE S-1-A OR NON -SHRINKING GROUT m'°N'mn'etr NED;L cnaNwET °`°" 12"MIN 12"MIN :• A FILLETED INVERT FOR A SMOOTH UCTILE IRON PIPE I 18' OR 20' JOINT OF D.I. I ESTRAINED JOINTS) (D W 1/1e x a/s x 1 1/2 SEW � iB0°' µ 15/e• AUBB°" 0-11M 1 [em14-- t� aIx Nu eA-1txS 1/x se VARIE ' A TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH Q NaO' .z[almm wxr/ amet°ao V2` ,,, PROVIDED. TO FLOW A MIN. 1'-D' BEYOND BASE NEOPRENE GASKET MATERIAL NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PLAN VIEW 1 1/8• (M .. °°. Btba I&R [13mm 'W DM" STAINLESS S - ROD PWARrj °wa ate 130 °D °S A : '� 1� FITTING DIMENSION VARIES WITH SLOPE. OF STRUCTURE BEFORE FILLING THE OPENING PAVEMENT. WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. PICKBAR A LOCKLUG HOLE DETAIL NOTES Nor W a 11 �' NY°I 'a'.� 12" .. h' ."';. •.:.. p �. m' 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, PAM awel� 1. ALL MANHoua "aR'N loo YEAR FIDODPINN M LOCATED IN AREAS SUBJECT 70 FLOODW0 SHALL RAYS WATERTIGHT FRAME G COVER. I2) XUr X% 4W fi 11 >71 z ALTaiNAT1VE D®Gl 11DR wATrJ11IGHT caws wet caxsDBMn. /B- > S mums sxALL BE FINED TD FRAJJRS WTN t°aac wG M % MAR ASSEN&Y. R`Ru maim 3/4 DIA OF LARGEST WATER TYPICAL WATERTIGHT RID PIPE IN MANHOLE 12" MIN. CAST -IN PLACE ` 3,DOD PSI CONCRETE BASE TYPICAL STEEL SLEEVE INSTALLATION LOCK LUG ASSEMBLY MANHOLE FRAME &COVER MIN. 6" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW UNDER ROADWAYS N.T.S FIG 5-4E NOTES: ............................................................................{„I,, II 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 TO 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 11 DOGHOUSE 11 INSTALLATION 47652 NTS N.T.S FIG. S-1-Cl FIG. S-1-Al SHEET NO. C1.3 M-29 TD-P8 L C& G '_ET IN/G ATE EP TOP=681.26 \ 1 15" RCP (SE) "BCP(sW) -----�- _ -682 - ULD TRAIL DRIVE -- _ _ - - - (VAR/ABLE WIDTH RIW) _DB. 4556, PG. 173 DB. 4038, PG. 704 - - DB.2886 P 12„MHS w� \ \ \ \� s TOP=682.73 12" W INV 1N=665.73 8" PVC (SW) INV OUT=665.23 8" PVC (NE) \ \ _12„W� SD CURB INLET W/ GATE CBG FO!_=682.34 683''\, 12" w ALBEMARCE-06NAl GIS MANAGED STEEP SLOPES (TYP) 664*64440000 r vo % th wm CLINT W. o+arhtNI /,S F LET >: 0-; c Lie. N 3/300 �GCZ V r V V ~ ir° 01/20/22 N v �o `O ` r SD CURB INLET W/GRATE 134 E% (-S\ 69lNVOUT7�5„RP(N�_ MHS _ 688.50 TOP INV OUT=684.40 15" RCP (SW) 1-v 8-2_6- TOP87 ' � q� - 17$GC(SW) INV OU7-666 97, PVNEB TOP=683 10 6 C&GlNV s88.T- - \ 2 \ \ %NV-IN=6668-48 8" PVC ) �0 7' \ 7/- - - - -s82- - - - - I - _ _ �-=667908" _ URB INLET W/G YE MHS / 6g0 EF OD s INVIN W)- SD C A INV OUT=667.70 8" P C�ltlE) T0�=68460- - _ _� _ TOP=683.54 INV 1N=680.70 15" RCP (SE) -INV-W=,6Z5-59/8_' PVC (SE) , COORDINATE © >r a,\\ �\ -- r INV OUT=680.6015"RCP-,NW) INV OUT=675.448"PV�L(NWJ - - -- RELOCATION OF © , r----------- TRANSFORMERS WITH ------ - --- ------ 1DOMINION POWER L VARIABLE WIDTH - - - - I ---- --- - _ I \ \ ! REMOVE .. :'. r 66 R D(F) � ------ _-- // \\----683--- ------ \ \ 48"RISERi - _ ' - � STORM EASEMENT _ _ _ _ I\ q\ _ _ > � > , l j \ 20' ST RM \ DB. 5074, PG. 234 - - - I s�, \ \ I TOP=679139 I - - / /,GONG. sSWLT / Q I I \ \ INV Oof=669.99 48" R P (NyF) - - _ _ r sic NSEMEN�T \ \ REMOVE PORTION DB.�SOj4, PG,234 \ 66?. E OF 48" RCP PIPf I / \ \ \ \ i - - - - 682- - I- I _ / i \ L \ - -.c - - - - , _ ,' \ \ \ \BENCHMARK \' Pk N%l682 G8 \ -663- - ' - • \ - � I r - \ I L IN SWLK - - \ \ \ I ELEV=68677 68II-681 6\ \ \\ \ \ \ I I I I ROCK `"RARMOR INK=672.27 TMP 55E-01-7B-0 -682- NOVE)9 �1 MARCH MOUNTAIN PROPERTIES LLC \ I \ \ \ \ 6Z4' 681- - - ,I DB. 4954, PG. 18C \ ZONED: SF ' I T -V � - - - v -- REMOVE OR ON OF GU RIC 6 \ ^i I \ \ \ SA N \ NI--_i- / Z IV �/ /I--I-I-I .\ �\�\ I_ � M)- 1 I D i VACATE I I/ !'l l \8`\\_\`681__-\ \\ \ L 20' SANITARY I \ \ \ \ 1 D EASEMENTo t \I I I\ 1�8DB. 5074, PG. 234 =-�_ _-- r R MOVE PORTION -682 1" HDPE \ A 1 \ \ I INV=679.03 m I 1 I I I VACATE -- / \ p� 1 \ \ 1 I A \I\ 1 I 20'STORM \ 1 I EASEMENT ' 0� DB. 4704, PG. 389 ' U) I 66a I / ' 20' STORM EASEMENT 11 \\ \ \ \ \ \Il \\ 1 I REMOVE PIPE \ \ ,6�y DB. 5074, PG. 234E 11 GRAVEL WAL70NG TRAIL 1 (ILINDYBAINLOOP) REMOVE MHS S VACATE TOP=682.33 ^ 20' STORM INV 1N=668.63 8"PVC (SW) \ I \ \ EASEMENT INV OUT=668.33 8" PVC (NE) \ \ L \ / \ \ DB. 5074, PG. 234 \ / \ - - - - .REMOVE ABANDON PIPE IN PLACE \ �bS \ \ _ _ _ - - - 11 / I I \ 686- - EDGE OF GAVEL USING PLOWABLE FILL \ / \ I \ \ \ \ REMOVE FHA & ED14OVE PORTION OF -sss _r - - - - \ \ 1 \ \ ! \ REMOVE MHS\ s \ / I \ OF GAVEL \ WATERLINE 1 1 I I \ \ TOP=683.44 \ \ \ \ SD CURB INLET W/GRATE INV 1N=669.44 8" PVC (SW) I \ \ \ \ TOP=682.03 INV OUT=669.04 8" PVC (NE) I \ e \ I \ \ 1 \ \ INV IN=675.03 30"HDPE (SE) \ 1 \ \ ` \ /� IkV OUT=674.30 30" HDPE (NW) OD F\) I I 323.58' \ \ \ _ (\ \ ABANDON PIPE IN PLACE I 2 \ I I \ \ 1 \ i 398.58(TOTAL) \ \ USING FLOWABLE FILL 11 N \ D // 7\ N 000' REMOVE PORTION 685 \ \ \ \ w REMOVE . ,ROD GUTTER/CURB/SIDEWW ALK SWMFACILITYL-1 REMOVE GA(F) VEL TO INLET \ \ \ \ 20' SANITARY \ _ _ _ _ _ SD CURB INLET W/ GATE \ \ \ \ \ \ \ \ (RETENTION BASIN II) \ \\ \ � � \ \ - - - \ I \ EASEMENT \ \ - 66a, TOP=683.73 \ \ \ \ \ 1 \ \ \ INV OUT=678.03 15" HDPE ( SE) DB. 4704, PG. 389 REMOVE SIGiy APPROX. W.S.E. TMP 55E-01-35-D1 +/- 672.60 PER \ \ \ \ \ \ \ \ \ MARCH MOUNTAIN PROPERTIES LLC \ \ Z o, _ sl•� MASTER SWM PLAN (WPO201600009) \ \ \ 01 DB. 5024, PG. 441 ZONED: SF REMOVE\PORTION OF / \\ \ '6 \k' II I II \ II \ ' 689.3' Q. 0 I L / l SD CURB1INLET W/ GRATE 6w,9 INV IN=684.04 15" RCP (NE) \ INV IN=683.74 15" RCP (SE) \ \ INV OUT=683.69 15" RCP (NW) TMP 55&01-7A-26 SOUTHERN PROP€RTIES LLC DB. 5071, PG.,231 MHS \\ TOP=68714 INV IN=676.99 8- PVC (SE) INV IN=676.84 8" PVC (SW) INV OUT=676.74 8" PVC (NW) 1 i I� SD CURB INLET W/ I TOP=687.94 INV OUT=681.54 15" - ENNE-L-R-QAD _ VARIAB¢E WIDTH /CUT (PRIVA ITE) R/W r / DB_5074, PG. 23& I I I I I I VARIABLE I DTH WATER EASE ENT DB. 5074, P 234 I SD CUkB INLET W/ GRATE TOP=68787 INV IN=1580.67 15" HDPE (E) INV IN=�80.82 15" HDPE (SE) TOP=68549 I INV OUT=680.57 15" HDPE (NW) INV 1N=6779918" PVC (SE) I INV OUT=677�4 8" PVC (N4) o I 1 I FA I ) GREIENWELL LANE f / I ' 24' (PRIVATE) R/W - - SAN- 1 / OB. 5024, PG. 429 / __ V ----- SD CURB INLET W/GATE TOP=683.93 INV IN=67763 15" HDPE (NW) INV OUT=67761 15" HDPE (SW) \ \� ao�w� 11 1 \\ GUTTER/CURB/SIDEWALK \ I I / \ y REM VIE SIGN \ \ \ \ \ 90 2 \ \ \ \ I - - _ / / O REMOVE --- - \ s / 8„W /r l- Rip PORTION OF- \�TQP-683.2 - I l 1, N qLK - \� INV IN=670.03 8" PVC (SW) CUB Og rJogG7C/ EV"NTERNAL - / INV OUT=669.93 8-PVC (NE) \ \ 4 4 AND CONNECTION FPw� PG 389 AND \ \ \ I I VARIABLE WIDTH / R D (F) ° SANITARY EASEMENT / / wt ' ro / 0 / 04>O \ \ \ \ \ I I I DB. 4704, PG. 389 \\\ \ \ \\I ROD I j //' Q V \ \ R D(F) ti ', • Q� 'n y, SD CURB INLET \ \ k (F) I I I N29°46'41"W r-- 69 W �`/ y /4 / TOP=682.55 \ \ \ 48" HDPE \\ \ I -"r 155.24' / i 1 J o / y' \ I NV=671.85 \ \ - / / / , 14 ti a / / j INV OUT=6.25 30" HDPE (NE) �\ �I / 1 _ r r. / / INV OUT=673.80 30- HOPE (NW) 6�� 0 /Q i // SD CURB INLET MHD -- 64 -- NV IN= 73. TOP=683.70 \ I ----1---------- - INVIN=673.7030"HDPE(SE) INV IN=6771015"HDPE(NE) 1 -r---- - - - - - - - - - - - - - t- --- - - I CIDUOUS l l INV OUT=673.50 30" HOPE (NW) 1 \ I --- ---- -� ----- o- r---------- rJ - - ' `TREE TYP l INV IN=676.55 24" HDPE (SE) -------------------- - 1 -- 1 -----\ ---- - ( ) l INV IN=676.58 15" HDPE (SW) INV OUT=676.50 30" HDPE (NW) I 1 (OPEN SPACE) I I SD CURB INLET TOP=681.81 I I I 20' ST0�4M TMP 55E-01-35-A MARCH MOUNTAIN PROPERTIES LLC s b I_I _ _ - I I SD CURB INLET W/ GATE INV 1N=673.26 30" HDPE (NE) I EASEMEATIDB. 5024, PG. 441 MHD j TOP=681.03 /NV OUT=673.21 36" HDPE (NW) I DB. 4704, PG.9 II TOP=682.37 I I INV IN=673.18 36" HDPE (SE) I 1 I ROD INV IN=672.62 36" HDPE (SE) INV 1N=673.63 36" HDPE (SW) LEGEND: E] REMOVE ASPHALT El REMOVE CONCRETE - - - SAWCUT SCALE V=20' 0 20' 40' G G G VO VO O Lu Q Z 000 0 Q� Q H d d d Lu � � � Lu a 0 DATE 0412612021 DRAWN BY J. FOX DESIGNED BY J. FOX CHECKED BY C. SHIFFLETT SCALE 1"=20' I ` z U z O° Q O Z 1 (D 2i Uu Lu od Q U) J m z J Q O ~ O >�o O0 O < (D I..L_ z � X O w JOB NO. 47652 SHEET NO. C2.0 L --�12„W� NOTE: \ �\ \1 S ci C&G _ \ \ _ 12"W n - FRONT, SIDE, AND REAR SETBACKS EP \ � _ ARE 0' IN THIS BLOCK 72 W ilk DEVELOPMENT. BUILDING �L TRA/L D I rn c a c C SEPARATION SHALL BE A MINIMUM \ \ __ _ J R/VE _ \ \ >2 W OF 10' PER CODE. (VAR/ABLEW/DT \ \ Q �� w � dv a Oo O OB. 4556, PG, 73 ) 12 W ALBEMARtE-F.6E/AI�KGIS . g�) 6�� 4�� ADU: ACCESSORY DWELLING UNITS OB. DS 4038, PG, 704 I \ �\ I C&G MANAGED STEEP SLOPES (TYP) N v n 2886, PG. 134 \ =P P \ \ \ \ Z aCbNC.'.SWLK j� BEGIN 10' TRANSITION FROM _ I EP \ / ROLL-TOP CURB TO CG-6 (SEE DETAIL ON SHEET C1.1) I V p \ \ LOT 39 LOT 38 / \ SQ. 6FT. 1719 LOT 37 \ °--_------------ ---- SQ. FT. 1726 LOT 36 I s \ ---- -----------------------= ------ SQ. FT. 1721 LOT 35 - ° �- // \ \ SQ. FT. 2084 - / \ LOT 34 112' >CONG,%314/ ° • � . �. � : ° ° . 18' DRIVEWAY 2021 LqL33 LOT 32 � I LINE (TYP) I SQ. FT. 1629 LOT 31 \ \ � S1618 Q. FT. I SQ. FT. 2014 LOT 30 0 21' I I I I SQ. FT. I 2135 L2139 6LOT 28 LOT 27 2084 ___ I I I 1 z � � SQ. FT. SQ. FT. Q FT S . ` \ CG 6 I - I _ �I� "NO PARKFISIG' SQ. FT. \\ N \ r I 1'I I I SIGN _ "STOP SIGN _ TMP55E-01-7A-26 SOUTHERN PROPERTIES LLC \ OB. 5071, PG. 231 R6 - - I - + ; I SNON PARKING" BEGIN 10' TRANSITION FROM R25' �- 12, 26' ' i i _ y �i I ROLL-TOP CURB TO CG-6 I (SEE DETAIL SHEET C1.1) I ` I END R AD MARKERS R50' -�_ _ a -_--___- i I - (STANDARD OM4-2) �'�- SAN s _ - --- I - SAN - - FE OA - TIE TO EXISTING VDOT STD\ I - ROLL-TOP CURB I_--�- NARI� E WIDTH PRIVATE - CLASSI BROWASTONE I R25' I W R/1r/) - \ d ° _ _ TIE TO EXISTING PAVEMENT RIPRAP NO PARKING" SIGN I % 8"W --�-�- — _SA - _ VDOT STD. WP-2 I � WIDTH �j - 9' R25' - — - WIDTH4=29' I = 8 W— ___ '\ I LENGT \ 20' \ I I � ;DEPTH =\9" I I ={ v LOT 40 c 12 I- ------ _ 8 - -�FENN€L—I�Q,AD % I � O I - _ VIE 5'JSIDEWAL� � y � 4282 - 8 I ' ~ SQ. FT. ROAD SIGN ` - a VARIABLE)MDTH TO ISTI�ING LIND N Z m e ----- - _.."WI VAR/ABLE W/DTH / SWM F CILITY EASEMENT PAIN LOOPI I D 1 - I _---_-- - \ (PRIVATE) RIW� - - 3 i VDOT _ I- _ „ ¢ DB. 5074, PG. 23& STANDARD R-1 I _ - o X STOP SIGN ROLL-TOP - s CURB I \ "NO PARKING" m I \ 1 I A LOT 41 �\ SIGN 3122 d ° , LOT 47 (ADU) 18DRIVEWAY \ SQ. FT. LOT48 LINE ROLL-TOP 1 \ 2445 LOT 49 LOT 50 LOT CURB 51 (ADU) \ ^`° SQ. FT. 1738 1735 \ II \ \ \ I 1.�` i \` �i SQ. FT. SQ. FT. 2203 ( ) LOT 53 \ \I1 SQ. FT. 1732 LOT 52 ADU `\ ` z II G VEL WALVCING PRAIL� \ i i__ `_= �- `- - SQ. FT. S2145 1732 LOT 54 LOT 55 LOT 56 (ADU) W I I II I L� I �INDYBAINLOOP) \ \ I �- - - SQ. FT. 1732 1730 I I \ \ LOT 42 a -1 - SQ. FT. SQ. FT. Q. F ' 11.3' �_ _ SQ. FT. TIE TO EXISTING 11 \ I SQ.OFT. ROLL-TOP CURB I 00 1 I 1•.�' 2 I ` `I\k 1 �\ �\ "NO PARKING" SIGN d / / 1 1 _ LOT 43 2\ 5' SIDEWALK d Il GRE'ENWELL LANE SQ. FT. yTy1 SAN— I / 24' (PR/ RAN °G I \ I \ S nI 5' SIDEWALK OB. 5024, PG. PG. 429 \ I ' ` 42L \ G V \ I II I \�` 6' PLANTING STRIP 3' LEAD WALK (TYP.) \ - "NO PARKING" SIGN GyC� \ \ I III \I y 12.2' \ `\ R7-1 SIGN GREEN/OPEN SPACE z a \ (LEFT ARROW) (10,750 SF) Q h C9 41, Q 4 tis cG s CG-913 Q a h \ RELOCATE \ Oaro LOT 44 d CG-6 TIE TO EXISTING "STOP" P" SIGN O N O \ \ \ d° °oeo aoo, 5333 \ 2 CG-6 CURB &SIDEWALK SQ. FT. d ° 30' - fL b CONC, g/ILK A LOT 45 �/ / ' P CG-12 3976 0 & PLANTING STRIP 5' SIDEWALK R25' `\ d 20(TYP. 8 CG-12 SQ. FT. ; iLL 1 ROAD SIGN TIE TO EXISj1rjG PAVEMENT VDOT-STD. Y-2 8j rpue<<'QNE I I LOT 46 '.\\\ 4704 C� Rliv I I 6835 .�\� FPW PG 389 \ \ \ \ \ I SQ. FT. i 18'DRIVEWAY /yam / 4Y0 C(VG LINE O`C # c) G EXISTING CG-12 TIE TO EXISTING / 4 "� p CG-6 CURB & SIDEWALK ''� V 0. ^ 4 / VDOT STANDARD PARKING STRIPING ,` J Q ca� 1/ STOP SIGN R 1 \\ \ I1 \ (TYP. WHERE SHOWN)Ilk Q ao _ — — — — — — - --r--------}-------------- --------------------------------- -- DECIDUOUS l l 1 I -------------------------------- I 1 ADJUST OPEN SPACE PARCEL b II' I 11 TO COINCIDE WITH EX. STORM EASEMENT 1 1 II I 11 I � I I I I LEGEND: `. MILL AND OVERLAY HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT Q CONCRETE SIDEWALK SCALE V=20' 0 20' 40' s0 `A CLINT W. 8 F LET > • Lie. N 54380 �GCZ 01/20/22 _eeq ^� E 0 N OV N N C > E W N E ¢ a o 3 LL W I`.^i � � W ¢Jvs? Z W W W w .J.—u, O z F °1�•, � U U U ~ = X V L3 > j U.)_ �ry Z 000 a, d d d Lu d V) V) O M v ui z 0 0 x M 0 x 0 w w W rV rV rV = a ono a z ono O DATE 0 0412612021 } DRAWN BY J. FOX • DESIGNED BY • J. FOX • CHECKED BY • C. SHIFFLETT SCALE 1"=20' U 0 Q z Z J m � Q 0 ° Q % � J J z H� O U 0 JOB NO. 47652 SHEET NO. C4.0 0 0 3 a 7 00 vX o -z .20 0 c m- a a- 0 Ir Z zN 0 me a 2 x o �§ a d � 2 Y M � X C 0.0 d 6 £ 2 m h 12 m C >_ 8M 06 a c M 10 a 0 o c 2 �N N C c 8 nE w c E L \ \ 12" W _ 12" W — — 12„ W — — \ C&G I \ \ I =P 4 \ \ J \ \ N j Y ' I VNVSIDEWALK MAINTENANCE EASEMENT (TYP) I � � 0 ■mm NOTE " THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE �� pLTFf 11•�s� f` CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT ��E F `• O O O O th n INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT �� i ,003 to .03 PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND : w, w A {, A a m •< CLINT W. 2: °p N H v FOR USE IN RECORDATIONS. o O 0000C �v/,S F LET >: -0 0; 0 Lie. N 3/300 �Ak N � 14 r vow 00 AL rTl IF C& G — ACSA UTILITY EASEMENT (5' BEHIND ROW TYP.) TMP 55E-01-7A-26 SOUTHERN PROPERTIES LLC DB. 5071. PG. 231 IOIYio- � -`.-,_VARIABLE =sRoom in a'I��s i'��fei�0Y1'✓BSESIo..��- -�� —_ WIDTH _ 111i:IS5x�191S�g1�81®u�io�� - _ __ ___ ` —_ ��y�.91®!�®IB9111i91ilge.— .. _ �p• Q'tl�is _ of«��®� —o- DB. 5074, VNV ACSA SANITARY EASEMENT 20' PRIVATEI I I STORM EASEMENT I V/W PUBLIC I STORM EASEMENT Z I I I I I o -IF I I_ ------------ I = = = I I GREENWELL LANE INN I 24' (PRIVATE) R/W ' ; ; I — — SAN— — — DB. 5024, PG. 429 LANDSCAPE EASEMENT (TYP) — — — — — — — — — — — — — 4 "O titi °p�c sblll ____ /7 V V I DECIDUOUS I [I C&G \ EP \ ULD TRAIL RDRD /� (VAR/ABLE WIDTH RIW) DB. 4556, PG. 173 DB. 4038, PG. 704 OB. 2886, PG. 134 tP � I I 20' ACSA SANITARY EASEMENT 1 I I I 1 VARIABLE WIDTH I I 4 VNV SIDEWALK PRIMITIVE TRAIL EASEMENT y " MAINTENANCE =1 -1 EASEMENT (TYP) VARIABLE WIDTH \ I I N Z m SWM FACILITY EASEMENT o \ C 1 v A GRAVEL WALKING FRAIL (LINDYBAINLO�) ' I IN \ ` IV, V. \ 1 \ \ \ VNV ACSA \ V\ SANITARY EASEMENT i `.I \ \ I \ \ v �A \ 9 \ \ I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 1 \ \ / � I VV I r8.w l �RXp 4p"B �ApIVAF ll F , 4 PG 389 C& 4>O G — I I I I I I I I I I SCALE 1"=20' 0 20' 40' LEGEND ❑ PRIMITIVE TRAIUMAINTENANCE EASEMENT ❑ ACSA SANITARY SEWER EASEMENT ASCA UTILITY EASEMENT ElLANDSCAPE MAINTENANCE EASEMENT ® PUBLIC STORM EASEMENT ® PRIVATE STORM EASEMENT m E 0 OV N N N > E N E w �_ u v 3 a o 3 LL W o W aJ vQ0 Z W W W O Z�� a 000 av�ic�v`" W M ~ = V X �� vw o »> Z 000 Ix vry = In a a a a, Lu M 7 W J Lu Lu ui z 0 x c� O x ti ti eV ~ � w IV IV IV w W `4 IV IV = a O 0 a 0 C " " Z O ti O O DATE 0 0412612021 Y DRAWN BY J. FOX DESIGNED BY J. FOX CHECKED BY C. SHIFFLETT SCALE 1"=20' U Oa Q z a > W Zw W ja W Q J ED J w LL i--i 00 i Z J z Q Q J 1 O JOB NO. 47652 SHEET NO. C4.1 IF \ 12" x 12" TS&V - 12„ t \\ \\ s MHS \ \ O��s� ` \ \ '2 MANAGED SLOPES r . MATCHLINE ..'.".' RECEIVING PIT TOP=682.73 \ � �\� � � pLTFf C&G INV 1N=665.73 8" PVC (SW) 'ET W/GRATE \ EP \\ \\\ - - - _ _ �N2 OU 65.238"PVC(NE) / / � �p � H _ `1. TOP=681.26 OL TRAIL ` ` - - - - _ - - " A A a m GLINT W. \ DRIVE �'z"W� rn c uN', o C :v/,S F LET >- 1 15" RCP (SE) \ \ a ' - i 15" RCP (SW) \ (VAR/ABLE WIDTH R \ `\ of J V K da p 0 4556, PG. 173 ALBEMARtE-F.6E/Al-T IS ..0 47 G� 4� n ` 0 �V i /W) �12"W1, U170� • OB. 4038 SO CURB INLET W/ GRATE \ CMG w w w y ; O Lie. N . 34JS0 = PG. 134 TOP-682.34 \ \ EP MANAGED STEEP SLOPES (TYP) N °r° v r SD CURB INLET W/GRATE ice, 01/ 20/ 2�G�-�� OB. 2886, PG. \ \ TOP=688.50 P INV 1N-678.24 15-RCP(SE) (SE) I \ \ �I� /OVAL E e , ------- // ----- INV OUT-678.1915 RC ( ) I \\\ \\�I � MHS m INV OUT=684.4015 RC (SW) -- W c \ \ TOP=682.87 > r / °; ,. v --- J \\ \ lNV 1N=66717 8 PVC (SW) RCP P�~ 1 \ INV OUT=666.97 8" PVC (NE) TOP=683.10 C&G o ` \ z \ INV 1N=668.48 8"PVC E) N COORDINATE WITH ACSA TO LOO INV 1N=66790 8" PVC (SW) SD CURB INLET W/GRATE MHS EP o WATERLINEUNDERNEATHOL� \ _ tr '> `,' 15 MCP INV OUT=667.708"P C(NE) TOP=684.60 TOP=683.54 > TRAIL DRIVE TO THE EXISTING 12" 22.50' `. tr' \ INV 1N=680.70 15" RCP (SE) INV IN=675.59 8" PVC (SE) U = y LOT 39 - I INV OUT=680.60 15" RCP NW INV OUT=675.44 8" PVC (NW) w 3 WATERLINE EAST OF OLD TRAIL BEND - > \ '.\ ( ) X w 3 DRIVE. 12" x 12" TS&V TO BE USED. LOT 38 I ° " ' \ '. ` - ¢ LL LL o 3 rl N LOT 37 LOT 36 I s \\ .''---------_--- ---- ----15 RCP-----�-_ w L M 2 2 2 METHOD OF INSTALLATION TO BE \ \ JACK AND BORE. SEE NOTE ON LOT 35 I - --------------------- SINGLE-- 15" RCP a _ ' ZO Lu Lu Lu SHEETC7.1 - I x• tr � orn TAP .. .... _ .of . / \ BORING PIT LOTLOT 33 - - _ _ - - - ' v Q j j j \ WM (TYP.) _ ° >LONG.kSW "? .> a. s.. ° .: Z F Y v V dI l \ ACSA MANHOLE# OLD-TRL-VIL-37-1. TIE I LOT 32 - _ LOT 31 SD CURB INLET W/GRATE �= v N Z O O O FHA INTO EXISTING SSWR MANHOLE. I I I i I LOT 30 \ \ \ x ¢' \ I CONTRACTOR TO NOTE THAT MANHOLE I LOT 29 LOT 28 LOT 27 = n N W W W \ \ \ ___-- IL MIGHT NEED TO BE REPLACED DUE TO I > INV 1N=684.04 15" RCP (NE) o N j \ \ \ REVISED PIPE ANGLE INTO THE MANHOLE z INV _'IT w 222 \ \ \ \ ' ----_ _ �i i I INV OUT8683469 15'CRC(P (NW) \ 3 x 6" TEE zi \ I --- II - - - \ -_ I I _ _ TMP55E-01-7A-26 �o H SOUTHERN PROPERTIES LLC 15" RCP DB. 5071, PG. 231 MHS =67227 \ '' 302 Il _---------------------_ _-- TOP=68714 0 1 ' L 12 EXTEND EX. FH \ \ ----- ; AS REQUIRED INV 1N=676.99 8- PVC (SE) 2" x 8" RED. _ I I INV 1N-676.84 8" PVC (SW) 22.5 +45° 30 I I I TO AVOID CURB p \ \ & 8" GV - - ' --- ---- I I INV OUT=676.74 8"PVC (NW) K _______ , L SD CURB INLET W/GR I 300 BEND 11.25° SAN `' ___ � - _ _------- _I ` _ � I \ \ I y SAN 304 SAN - 1 TOP=687. 94 N N N X.) ----- - - w o 0 0 f - ---- TIE TO EXISTING VDOT TD - - I L- - - 8" WATERLINE ---- INV OUT=681.54 15" HD = a _r N CLASSII \ \ BROWNiSTONE I 1 \ 11.25' 306 - SAN u p 2 BEND 12" TEE -�- I ¢ ti ti SWM FACILITY L-1 1 p 7 307 8 _ _ - - - _ _ z ono I I o (RETENTION BASIN II) "W I SAN -I-SAN, 8" _ ' 8^ I ; 0 DATE APPROX. W.S.E. + +/- 672.60 PER _ - -SAN-! MASTER S PER PLAN =i v LOT 40 11.25° - --____ - SAN - -� > 310 FENNEL ROAD ; / } DRAWN BY f _ - 8 W `--- ------ - - I - ----- 04/26/2021 1 (VVP0201600009) D BEND i- 30 I O I ti -1 318------- _ r - ----- 8„W VAR/ABLEW/DTH / VARIABLE WIDTH 1 I I N Z m o i /J. FOX SWM FACILITY EASEMENT 1 o D N - -I R- Z � � � / I � I (PRIVATE) R/W � - ` - II- --- `-- - DESIGNED BY DB 5074, PG 23& / 1 Irn m I I T 682 1 ' I • J. FOX __- 316 I I � I ------- I � • I m A �- 8" CL 52 j I---____1 CHECKED BY 1 11 1 1 1 A LOT 41 zr WATERLINE 11.25° BEND I I I I • LOT 47 (ADU) I I I I • C. SHIFFLETT 4" SSWR LOT 48 CONNECT NEW LATERALS 11 \ \ LOT 49 LOT 50 I • SCALE LATERAL LOT 51 (ADU) I INTO EXISTING SSWR MAIN I I 1 (TYP.) r7 I LOT 52 (ADU) �z� � 1" = 20' LOT 53 h SD CURB INLET W/ GRATE 11 1 \ \ I 1 Gl 4VEL WALVONG PRAIL� LOT 54 LOT 55 W I TOP=68787 �___- I LOT 56 (ADU) INV IN=680.67 15" HDPE (E) 1 (�LINDYBAINLOOP) I �- `- - 1 LOT az I � _ MHS I INV 1N=�80.82 15" HDPE (SE) 1 \ \ I I I I TOP=685.49 I INV OUT=680.57 15" HDPE (NW) 1 - INV IN=6779919" PVC (SE) I 1 SPLASH BLOCKS TO BE 3�� I ( I - _ INV OUT=677�4 8- PVC (NE[) 1 PLACED AT DOWNSPOUTS 11 (TYP) 8" SAN. SSWR 8" CL 52 I GREIENWELL LANE (, LOT 43 WATERLINE ALL AREAS DOWNIAIILL OF S SH BLOCK MUST BE STABILIZEDIBEFO�EROOF DRAINS b 8" f 24' (PRIVATE) R/W ARE BE STABILIZED ZE PISCIBEF R(�E TO SLOPES I tP S -SAN- DB. 5024, PG. 429 I\ SD CURB INLET W/GRATE I i \\\ / �t TOP=682.03 v (� WATERLINE INV 1130 "HDPE (SE) SD CURB INLET W/GRATE U / DEFLECTION (TYP.) INV OUT=674.30 30" HDPE (NW) TOP=683.93 % (� WV IN=67763 15" HOPE (NW) O / a G� INV OUT=67761 15" HDPE (SW) J Q h4 Z FHA ti (D z 1 / SO CURB INLET W/ GRATE O �r Oui 1 \ \ \ / LOT 44 1 INV OUT=678.03 15' HDPE (SE) N `/ Q LLJ J m F - ` Q J s/ti --= J LL Air 0 12" GV 12" x 6" RED. LOT 45 \ 12" TEE / EP 24 � Q o MHS e \ �8„W �l / �R/0� I _ TOP=683.23 1 I a>. Lq \ f----I l , rpu NE I INV IN=670.03 8" PVC (SW)BL/L LOT 46 INV OUT=669.93 8- PVC (NE) / l 4704 PG 3� \ \ 89 SPLASH BLOCKS TO BE \ `\ PLACED AT DOWNSPOUTS y �G - \ \ \\ (TYP) ; %--- r? � / �O �� " �- C � � J ACSA MANHOLE#OLD-TRL-VIL-23-1. SD CURB INLET \ TIE INTO EXISTING SSWR / � m �V ca^ / TOP=682.55 \ \ 48"HDPE 1 \ \ , Q`� ^O INV IN=674.25 30" HDPE (NE) \ ` \ NV=671.85 1 \ \ MANHOLE. CONTRACTOR TO NOTE ^ y yy ,,! INV OUT=673.8030"HDPE(NW) \ - - _ - - THAT MANHOLE MIGHT NEED TO BE V % m m• / It \ - - - - - - - - - - -- REPLACED DUE TO REVISED PIPE / b O O O /Q , SD CURB INLET MHD \\ \ \ �I - - - - - - - - - - - - - - - - - - - - ANGLE LEAVING THE MANHOLE Q / l J / I TOP=682.00 TOP=683.70 2 WW- \ 11-r--------�---------------------------------------------------- --- 1 " 1„(6) l , INV IN=673.7030"HDPE(SE) \ - - DECIDUOUS I d INV OUT=673.50 30" HDPE (NW) WV 1N=67710 15" HDPE (NE) --+--------------------- -----------------------------36 - - I ----- TREE (TYP) WV IN=67658 15 "HDPE (SE(SW) 12" x 12" TS&V _ ( ) RECEIVING PIT INV SW MATCHLIN SO CURB INLET WV OUT=676.50 30" HDPE (NW) m JOB No. 1 1 I 1 b I TOP=681.81 1 II 1 I 6 s 61" 1 1 SD CURB INLET W/ GRATE INV 1N=673.26 30" HDPE (NE) OL TjQA/L D 47652 MHD1 I I INV OUT=673.21 36" HDPE (NW) R/�/ I` II 1 I TOP=682.37 I j NOVIN=673.1836"HDPE (SE) (V40/A4556, PG. 73 BLEWjGT173 �iJrSHEETNO. 1 1 I I B. . 0 I 1 I lNV 1N=672.62 36-HDPE (SE) I I INV 1N=673. 36" HDPE (S 2. .. OB. 4038 L 12„ DRIVE OLD' � 24A ---12"W_ \ \ a \ (VAR/ABLE WIDTH R/6y) \ 72., It OB. 4556, PG. 173 , -sg 3 DB. 4038, PG. 704 - - 681 3' - _ _ _ EX DB. 2886, PG. 134 _ _ - 6g3'r\\ \\ I \ \ +/- 683.14' EX \ \ \ __ +/- 683.00' EX l l 7 -- - - +/- 683 32' \ \ ' 6134 ��pLTk op 0. `A S �(Z�atyleC ,S F LET r� y -0 Z �; 0 Lie. N 54J00 �GCZ N w w w y i�.tL 01/20/22G�4': 00,00000 Z •• rn .y .. .' / ° _ _i " : ...F °'>• ... +/-683.13' •/�� tr -~ 't 68 \� \ EX +/-683.39; _- I �- .°,.'. ;`.�. y l` - - - -682 - - - - - - \ .. / I - I v\\ ° s ...° , a� EX +/- 683.68' \ �06 \ 009 - \ u EX 684.34' , _ \ -• 11 ` \ I I ' ; ' ;. \ \ EX +/- 685.1 Y a'cP EX 1 LOT 39 I_ > r a .\ \ \s EX rn \ \ FFE: 684.08 LOT 38 _ - \ --- EX s m GFE: 681.50 FFE: 684.08 LOT 37 \\ , .> ° . 5 ------- _-- -_ 686.26_---- EX EX awy \ \/-68Z43' 0� GFE: 681.50 FFE: 684.08 LOT 36 - - - / s \ / -+/ -- --+/-688.03' \ \- GFE: 681.50 FFE: 684.08 T 35 \ f > 6 8, ` t� \ \/ `\ ------__ FFEI684.08 \ I ,: v.. ----- - -! 682 ----83-- -GFE:681.50 GFE 681.50 I _ _ � .• i, . I LOT 34 EFE: 684.80 \ LOT 33 6 GFE:M1.47 EFE: 684.80 LO A OT 31 / -IL // s 83 _ GFE:B81.47_ FFE: 6 5.80 `FFE: , • 1 --.�� • 682 - 34 .: a GFE:686.01 a 681 • , �,• i y -, - p,�fi ,ill •� m 1 iRAN • �.� gq��r • • - -- yC�jD --- - �� ► :: A - �11BROMSTONE ��i� � �_ TC 'i i ^iWIDTH I ��\ �'-��^� f _ �_ ..�� :• I�7SAN •LOT 40 FIFE: FENNEL ROAD 681.50 -VARIAB�E WIDTH VARIABLE WIDTH .. �� 79.90" - - _-a��l�■ FROM, SWM FACILITY EASEMENT is 5074,A 1 11 o Oo %T I1 �`�_ - _ - - 1 r \ \ \ \ I II 1 / I I0- --clq � _-�- --T \ __________________ _ -682 -.p N yuI v I \ I11 1 i W TO \ 316 1 11, ^i ' I / b n pl�I ° \ _ 1 / m A V-_ 679.64' \ ' o //11 In \i I - _ _ IL LOT 41 \77 1 \ 1 \ 1 FFE: 681.05 •32 a , LOT 47 (ADUj / 1 \\ \ \ I GFE: 680.50 FFE: 681.90 LOT 48 1 i 1 GFE: 680.40 ��: 682.90 LOT 49 LOT 50 1 679.91' GFE: 681.40 FF�:682.90 IFF 83.90 LOT 51 (ADU) i 67978' GFE: 682.40 FFE: 683.90 LOT 52 (A \ -GFE: 681.40 Q GFE: 682.40 FFE: 68LOT 53 GFE:484.05 FFE: 685.55 LOT 54 LOT 55 GFE: 684.05 FFE: 68§.&5 FFE: 687.55 LOT 56 (ADU) 1 I LOT42 b r . a, _ I /GFf<:'684.69 GFE: 686.05 FFE: 687.55 I FFE: 681.50 °f 682 I 6 i I _ - GFE:686.05 - I GFE: 680.50 1 I\ 680.06' \ 680 83 f r - - - - - - I _6861 a. � Y - I \\\ \\ 11 ` 1 \ \ Ili / i -=-\ ° ° 9.P� �\ l - - - - - a - , r _ 6g4 - - - - 686 686 of ` 1 \ 1 \ V. 1 - LOT 43O \ 11 \• 11 / FIFE: 81.5Q \ 291° �y12\ �� \ \ \ \ 686 I - GFE:680.5q \ 680.56' tibs AGE `\ ' a 6 \ \ -sAN- 680.45' 1 I \ 681 681 \ I ll \ 6 \ 680.80, �(-b \ _ 1 n / 68 R 4 \ \ \ \ 68T34- � \ � in 681.44 \ ``\ - ' Q 7 m Off\° \\ .Qa \ I` ---------_6\\ e O N O LOT 44 (ADU) FFE: 683.50 COO \ , GFE: 682.00 \ 81.90 a \ �\ \� o f \ r _ \ 684.2' \II 8202' `�' D 682.7'\ TIC 682.65' r l 1 \ - 6_ \ s<$ I 684.3' LOT 45 FFE: 683.50 a. - - - 6es- ate-- \ \ \ o) � e \ 1 \ GFE: 682.00 / \� tp \ \ tea, \ . I-- _ `) / / l 61• 1-q \ e �c� LOT 46 (ADU) / � 1 DB 4pU4G/C� NE 684- - / / _ _ l l 0 G3Y FFE: .389 8"t7, P GFE:682.00 - ` N. \ \ \ \ ---------F-1----------------------------------- ---- _ _ 1 / --r--------- r- gECIDUOUS / l \`-------------------------- ---------- I -��'TREE( ) / --+-------------- --- o- r - TYP 11 I 11 I s I\ II II 11 I I I I I I I I GREENWELL LANE 24' (PRIVATE) R/W DB. 5024, PG. 429 SCALE V=20' 0 20' 40' ^� E 0 N OV N N > E N E w 3 � w v ¢ ,L 3 LL O `m �. � � � -f W ¢J vm Z W W W w .J.-In O N N tl b b 0 FLU z°1�•, ~ � V UUU In X J �o a' Z 000 Ix vN C M 7 OJ J LU LU LU 0 0 2 U 0 rN F w LU W I`l I`l I`l ¢ c ti ti Z O O 0 DATE 0 0412612021 DRAWN BY J. FOX } • DESIGNED BY • J. FOX • CHECKED BY C. SHIFFLETT • SCALE 1"=20' am U U 0 z J Q Q Z ' 0 w r� � V Lu > 7Q 11 -i - J Q od LL ~� C rn }L V z z J =) p O Q 0 0 z < JOB NO. 47652 SHEET NO. C6.0 0 0 3 a 9X So �z 0 c A- E O a c m a0 O w U Z Z m O d a 2 x F m o �§ a d � 2 Y 7„ X C 0.0 0,6 £ 2 d m 12 m C Eg 06 a c Na 10 a 0 o m � c 2 �N N C c 8 m as L F E L \ �12„W_ \ \ S \ \ \y 664*64440000 n _ \ \�12„8 r "pLTF f O� �� \ \ -682 _ - - - - - 0/_ TR.4/ \\\ \\\ - I _ to th 12-W . . . . . - �1 � CLINT W. t LER/VE 12"W_ �o��Q,(zIIIl Q _ :�/�S F LET i a • 1. \ \ W V �v A 0 • (VAR/ABLEW/DTHR/W \ J \ 12"W y U '1 y �j NOTE: • OB. 4558, 173 • "o Lie. N . 54380 GC PG. _ _ ALBEMARtE-C6dAlFYGIS 4) P) �?• 4j -sgz\ DB. 4038, PG. 7p4 g� MANAGED STEEP SLOPES (TYP) ~ EXISTING STORM INLETS AND DRAINAGE VALUES WERE OBTAINED i0 01/20/22 �� 6813' - - _ DB• 2886, PG. 134 _ - ' 68 \\ \\ I v `O n FROM APPROVED OLD TRAIL BLOCK 7 PHASE 2 ROAD & UTILITY ,ijU11A1+ E�G- _ EX683.14' EX `\ \ \ PLAN (SUB201800012). CALCULATIONS WERE PROVIDED FOR THE •~��4�f +/- 683.00' EX \ \ - // / +/-683.32' m NEW STORM SYSTEM THAT NOW CONVEYS STORMWATER FROM Ip EX I / EXISTING STRUCTURES 8, 9, & 19 TO THE SWM FACILITY L-1. LEGEND +/-683,13' sww j \\ \\ ��'/ / 682.9 \ EX \ �h / 688.T 68 683.39;\\\ \ \ /6 606 6g� - rn u EXAREA C rq ^I l '7l- - - - -682- - - _ - \ i I \ / �- +/- 683.68' �seF EX \ /' 60 ,6$9 > O 11 684.34' EX / / / 1 STR # w v E \ If It ` L�j \\ \\ +/-685.1Y EX \ / / 1 = �' II ` \ \ - I I \ \ +/ 685.69 EX m ~ Lu y ; 2166 1 �r ` ` \ - +/-686.05' 6 EX �� \ TIME OF CONCENTRATION ¢ LL . 3 i \ \ \ = +/- 686.26' EX EX aw p LL o (/1 (/1 SQ. FT. 1719 ` _ \ / 5 \� - ---- \+/- 68743' +/- 688.03 \ \ C L M Z Z Z SQ. FT. 1726 S \ f _ / 6� ---- - ` �+ U'85 ' - \ ¢ U o Z W W W SQ. FT. 1721 ` - _1_L 86 ------ --- w -� O Z SQ. FT. 2084 6 \ 0.08 0.90 - - - - -SQ. FT. 690 d/ 302 ■ 2021 \ \ -- - - 1_LI / J 1 w 2 2 2 A� SQ. FT. - < 1629 \ / / �1 L' I / o ¢ v O O O O \ _ / SQ. FT. _ 1618 ` 2014 I / ENCHMA / I / 0.22 0.95 U) X v Z U U U l/ I r / - - - - 682- -' / _ - ,SQ. FT. i / \ \ x > in 0O \ \ T = 6MIN _ - - _ kN lL INSWLI a - 0.29 0.80 i� \ SO. FT. 68 2135 LEV- -1640' 8 ~ o / \ 6 2135 s s EX. 19 rn a a a -\ ------ SQ. FT. SQ. FT: _ 2084 \ 9 n w O O O 'SQ. FT.SQ. FT.\ v v W W W \\\ 4- �T\��__-81-=-__ 'z- ■■� ■■�■■ ■��■■ BEEN■ - \ T�=6MIN o SSS 301 \ ` (-------- i I I l 4 \ \ \ =-sus- - . p Tc=6MIN s7s,/ /---- �80\`� - . �TFM�P15�5E017AT6 ' ■■ o°� 30 661- jI 0.29 0.84 ■ 300 SAN`12 \ VDOT $TD I I : SAN - - - - N ■i E 4 CLASSII ` I -- ■■■� \,-�An✓ \ - Tc=6MIN > W NNN BROWtJSTONE I 11 / 306 5■ ■ E _ - ` \ \ \ - o " o w \ = \ \ I / ■■ ` S 1� RIPRAPIQ WIDTH 307SA O WIDTH SAN- DATE 1 3111 LENGT 20'i SAN-- . DEPTH \\g^ I y v -------- - - ��w68p _ _ �6 \ \ cT��E ■ 1 04/26/2021 \ - ------ 81_ _ �w 309 6 B�LBr r \ \ I // 318 - 1 / _ - rn �r 310- VAR/AB¢EWIDTH C) A .,.... T. / II- - '�-- - sB2Q� DRAWN BY VARIABLE WIDTH \ N Z m / roo 1 - ---_ SWM FACILITY EASEMENT \ ` I o m D / to N I I / II I _ _ - 8 - - z (PRIVATE) R/Wr - \ J. FOX r / 1 ¢ DB. 5074 IPG. 2qdIr- 133 \ I - - - - - ' ' 1 DESIGNED BY I o v T__-682 0 • ' 1 / 'I\ ■\ -■� . • J.FOX Acoo 316 a \ /m 1 0.20 0.87 ■ \i I ■ -• 09 CHECKED BY 95) 3 \ I • 308 /' ■ I :I : EX. 8 • C. SHIFFLETT 1 \ \ \ \ SQ � 2445 `/ /' ' ■ ■ I ■ � SCALE s SQ. FT. eTc , 1738 1735 /1 6 MIN Tc = 6 MIN SQ. FT - SQ. FT. 2203 1 \ I Q ' 1732 0o = ■ ■z ■ 1" = 20' _ 6 11 \ \\ \ 1 ; / ' : �o - \ I SQ. FT. / 2145 ' ■ ■ \ \ 1 / \ G� / SQ. FT. 1732 1 \ \---- SQ. FT. 1732 1730 SQ. FT. 2016E ■ I ■ I 682 i 1 63307 I \ � . 683 I ( • `- _ SQ. F. I\1 66■ 1 \ \I \\ \ 1 `N■■ I 11 _6*---686_ 0.56 0.64 1 . NI \ ■ 0.08 0.95 1 GRE'ENWELL LANE (, \ \ , 554' \ 6MIN \ \ SQ. FT.* \ by 1 \ \ \ -s86 EX. 211E / / / DB24'( 5024, PG. 429 \ \ I \ I \ \ S I Tc=■ ■ v/ 1 / \ 681 I s 681 \ • s ■ ■ Tc = 6 MIN U \\ 11 II I \ 1v_ , t , 0.49 0.84\\ rn �G a _Mj G \ I 11 \I \I,♦ 318 \ \ 1\ \\ 0.36 0.65 r 68 Q 4 W z w 1 ` \ y TIC= 6 MIN -\ \I EX. 215 ■ �o > Q \\\ \\ \\ ��• \\ 1`--------- Tc=6MIN ■ Q �� Lu J z 4033 / I ■ 1 ■ Q LLJ �`\ \ \ SQL ` \ / 1 1 6 1 ■ ■ J 0'] `\ �/' 682. i \ _ �_, ■ ■ Q / C •mow \ Q93.- -_ --_ I \ tp \ \ e �� f ---I �� ■ ■NEB • • l \ � If - •A f#II �Ay/��/�c , _ 684- - - „ �� (A P0,389■E■ el E■ ON NOW / O w a / Ica` If \ 1--r--------�-- -- ----1--------------------------------------- --- r----- 'QECID0003 / l \` \--+-------------- /------- _------------------�---_------- ---' "TREE(TYP) l v\ --- - JOB NO. 11 1 1 1 1 11 I II I S SCALE V=20' 47652 SHEET NO. 1 i i 0 20' 40' C6.1 0 m 0 3 a 9X oo O -z .2O 0 c mw a a0 O w O Z ZN Od a 2 x F m o �0 E 'N a 2 Y X C 0.0 m 6 £ 2 dh m C 12 8 d `o Eg aM 06 a c �c 10 a 0 W o m � c 2 IN N c c 0 m nE L F E L cc M Ln Cl) 0)■`■ �pLTFf (Jive n rn (0 co O N \1 /�/^�• N UM�N (D V' a °? 04 -+ 0 (0j j CLINT W. L •v�2S F LET a� 0 o d z 0 ui O 316: DI-3C 8 ft Throat • 1. • • co M M 9 z z "' o cv t o STA 10+26.68 • F V v o . A Lie. N 54380 GC ` o ^ r Mo CO rn TOP 679.68 �j. 4ji w oo N (? 0) m 0? r� Ca N N ri v o 0 0 � INV IN 673.56 (317) ZO,t� 01/20/22 = + Q r` v ri ri (0 m 00 n (o co (o INV OUT 673.36 315 • a%r �G • wo�Z o+CO ='}Q^'mmF `'(+'w(oco� ( ) •��011AI+F'�f`� oQ(L aozO ��mzzp o=azz0 M U) ce)U) Z 00Ha Z Z MUOz Z Z 695 f° � ~ - - 695 306: MH-1 STA 10+00.19 "' E 0 TOP 679.47 318: DI-3C 8 ft Throat N INV IN 673.23 (315) STA 10+61.75 > E INV IN 673.23 (307) TOP 679.67 a E INV OUT 673.03 (305) INV OUT 673.73 (31 = = Y 690 690 U v 3 ¢ a 3 a 0 wO `m �. ¢J U0? z W W W w.J.-in O Z�� av�ic�v a 000 0•+ U U U Z ~ Y V �x 30 n¢ w 222 a w p » �,)= vN z 000 = rn In a a a v w O O O d n � Ul V) v F- � � � ui z 0 x cD x ~ ^� ^� rN 0 w wW rV rV rV _ ~¢ ono ¢ p � ti ti Z ono 0 DATE 0412612021 0 DRAWN BY J. FOX 9+50 10+00 11+00 12+00 STR 3003+0STR 310 14+00 15+00 16+00 16+50 9+50 STR 306 -STR 318 11+50 •• DESIGNED BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • VERT SCALE: 1"=5 VERT SCALE: 1"=5 CHECKED BY • C. SHIFFLE7T SCALE • H: 1 " = 50' V.1"=5' • f0 a o am 2 0) F M V � O 00 m�r66 co 0 ( , ++ W (D (0 j p1,(0zz0 M�0Zzz `° � U t O mo�CD J N FOI CD O z v/ z 690 " ~ - 690 I J w LL LL Q z EXISTING J m C 8" WATERMAIN J J G Q LL CROSSING ~ 00 Q J z < I� O U I..L_ 0 0 J O 9+50 10+00 11+00 11+50 STR 308 - STR 312 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 JOB NO. 47652 SHEET NO. C7.0 CROSS" 690 690 ISTING GRA�E PROPOSED GRADE i 685 685 8" WATE MAIN PROPOSED GRADE 685 685 GRADE +3�3 5' s8o s8o 1' 675 311 675 1. � 30.77' 15" HDPE @ 6.50% 8" SANITARY SEWER CROSSING 670 670 EXISTING GRADE 685 685 - _ PROPOSED GRADE 680 680 3.8' 675 675 1.5' T 317 670 315 34.92' OF 670 15" HDPE 18" HDPE � 0.50% @ 0.50% 8" WATERM IN CROSSING 665 665 STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 301 24" 302 - 300 671.77 671.37 0.50% 79.57 LF 24" HDPE 303 24" 304 - 302 672.69 671.97 0.50% 143.50 LF 24" HDPE 305 24" 306 - 304 673.03 672.89 0.50% 28.81 LF 24" HDPE 307 15" 308-306 675.90 673.23 2.02% 132.16 LF 15" HDPE 309 15" 310-308 680.15 676.00 3.31% 125.47 LF 15" HDPE 311 15" 312 - 308 678.00 676.00 6.50% 30.77 LF 15" HDPE 315 18" 316 - 306 673.36 673.23 0.50% 26.52 LF 18" HDPE 317 15" 318 - 316 673.73 673.56 0.50% 34.92 LF 15" HDPE EX. 8-310 15" EX. 8 - 310 680.57 680.25 0.61% 52.25 LF 15" HDPE EX. 9-8 15" EX. 9 - EX. 8 681.45 680.82 0.74% 85.64 LF 15" HDPE EX. 19-8 15" EX. 19 - EX. 8 681.54 680.67 2.38% 36.57 LF 15" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 300 674.62 ES-1 for 36 inch Pipe 302 681.16 9.39' DI-3A 304 679.70 7.01' DI-3C 8 ft Throat 306 679.47 6.44' MH-1 308 682.71 6.93' DI-3B 4 ft Throat 310 681.71 1.56' MH-1 312 682.85 4.85' DI-3B 4 ft Throat 316 679.68 6.32' DI-3C 8 ft Throat 318 679.67 5.94' DI-3C 8 ft Throat EX. 8 687.87 8.79' DI-2B 6 ft Throat EX. 9 688.90 9.45' DI-2B 4 ft Throat EX. 19 688.90 9.36' DI-2B 8 ft Throat L RAS STA 10+00.00 . X'. TOP 683.23 4,-' INV OUT 669.93 (Ex4-3) 685 STA 11+54.79 3 TOP 680.12 INV IN 668.80 (Ex4-3) INV OUT 668.60 (3-1) STASTA 1�X. `) TOP 679.58 INV IN 668.48 (2-1) INV IN 667.90 (3-1) INV IN 668.48 (ex pipe) 685 680 II 680 EXISTING PROPOSED II 8"W TERLINE 675 GRADE GRADE CROISSING 675 15" STORM ROSSING670 670 Ex4-3 —� 154.79' OF 3_1 8" SDR - 26 1 6.05' OF @ 0.73% 8' SDR - 26 665 0 sn% 665 660 660 655 655 9+50 10+00 11+00 12+00 13+00 13+50 SANITARY STR EX4 - EX1 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 RRR EXISTING GRADE 680 680 PROPOSED GRADE 675 8" 12" CLA S 52 DUCTILE TT 675 BEND WATERLINE IRC N WATERLINE AS NEEDE13 TO ACHIEVE CLEARANCE 18" STORM 670 CROSSING 670 w H 8" SANITAR cm SEWER 665 CROSSING z 665 z O U w z 0, z Ofw of� ¢ 660 w ~ H z = 660 > u� w z > 00 FOz 655 LL `� Q z 655 9+50 10+00 11+00 12+00 13+00 13+50 ORION LANE WATERLINE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STA 10+02.47 2 TOP 681.15 INV OUT 671.64 (2-1) RR5 STTA1 TOP�79.568X. INV IN 668.48 (2-1) INV IN 667.90 (3-1) INV IN 668.48 (ex pipe) RRS EXISTING GRADE PROPOSED — — GRADE 680 680 8"WA ERLINE CRO ING 675 675 1 " STORM CROSSING 670 670 _1 8 Sp OF 3, _ 6 665 665 660 660 655 655 9+50 10+00 11+00 12+00 12+50 SANITARY STR 5-2 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 rl L.34 f8:71 APPROX. 75 LF OF JACK AND BORE PROPOSED 685 UNDER OLD TRAIL EXISTING GRADE /` 685 DRIVE. 24" S FEEL GRADE CASING RE UIRED. / Z 3.3 680 680 3 5' 3' I 8„ 675 8„ 675 BEND WATERLINE 15" STORM AS NEEDED TO ACHIEVE CROSSING CLEARANCE U 670 24" STOF M 15" STORM 670 CROSSI G CROSSING z w w z O F 665 z 665 8" ANITARY O SEWER 5! w > w Ir 0 CROSSINGS Q z0 z > Of Q z m z z z co 660 w w N w w 00 W O 660 ~ 2 Oz Of ly w U) cO w0 O 2 W uo V O 2 O 2 W - O 2 x W OQ x o 0 � � X zo > O x N N F N C� _ _ 655 H V) N N N 00 N N N co 655 9+50 10+00 11+00 12+00 13+00 14+00 FENNEL ROAD WATERLINE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 — 8" CLASS 52 DUCTILE IRON WATERLINE 15+00 15+50 NOTE: CONTRACTOR TO COORDINATE WITH ACSA ON INSTALLATION AND SPECIFICATIONS OF 12' WATERLINE UNDER OLD TRAIL DRIVE. VDOT PERMIT SHALL BE OBTAINED BY CONTRACTOR PRIOR TO INSTALLATION. METHOD OF INSTALLATION SHALL BE JACK AND BORE UNDER OLD TRAIL DRIVE WITH BORE PIT ON THE WEST SIDE OF OLD TRAIL DRIVE AND RECEIVING PIT ON THE EAST SIDE. CLINT W. '!i: S FFLET az Lit. N 54380 4C 01/20/22 'h'a::: •�'''�� ^� E 0 0 u N � N 0 Q O > E w v E w w 3 Q LL o 3 p LL 0 wO `mom 0 W L Q<� Vof"lo J — uj > rn C7W NV w v 3:o x LL 0 Q v ti = N N 0 00 W M a� CL O ce E H IU F 0 DATE 0412612021 DRAWN BY J. FOX DESIGNED BY J. FOX CHECKED BY C. SHIFFLETT SCALE H: 1 " = 50' V:1"=5' U U O co 1 (Lu V Q J J H� 0 O a z (D w J a w m J a LL O z O U JOB NO. U) LLJ J_ I O a- J mq nil 47652 L SHEET NO. C7.1 LOW POINT STA = 11+29.49 LOW POINT ELEV = 680.83 PVI STA = 11+70 PVI ELEV = 680.22 A.D. = 4.14% K = 38.66 160' VC orn 690 0 In 00 HIGH PT STA = 14+05.63 HIGH POINT ELEV = 687.31 PVI STA= 13+65.63 PVI ELEV = 686.32 A.D. = -0.62% K = 129.12 80' VC C_ •',�O O (MO• M 4u) u'1r +((0 �+� 8 11 11 w 11 w 't00 O 00 II II w FJ mw >a a .•I � I I II > >a Q- 685 685 g 00 / 680 If 680 675 675 670 670 p(0 N� N� No u'i Nrn �03 N p� NN �r N M0 ((iLO N� �rCD "SC) - HIGH PT STA = 10+30.45 HIGH POINT ELEV = 682.95 PVI STA = 10+50 PVI ELEV = 682.78 A.D. _ -0.71 % K = 54.68 39' VC V 0) U-) It O N 6 N + co co 00 (00 u U n U m ; w Ror 031 W LOW POINT STA = 12+50.58 LOW POINT ELEV = 680.01 PVI STA = 12+50 PVI ELEV = 679.63 A.D. = 3.11% K = 31.24 - 9T VC A » M 00 ,n a) :i 066 .0 n + (a00 C o jII U n w ; W RQr. O N MoCO + 690 II tir�-AA 690 Qw �w + 0 °p (0 as I>11w Q 11 F J w� W 685 -> > 685 Q_ 1 4 680 2 50% _ 680 675 675 670 670 0) t\ N h V CO 0 (j C o o co o �C 9+50 ,Q+QO 1+00 14+00 15+00 15+50 9+50 ,Q+QQ 11+0012+00 13+00 14+00 14+50 FENNEL ROAD (PRIVATE R/W) ORION LANE (PUBLIC R/W) HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 84.34' EX 6' EX L I � +/- 685.69' EX rn / \ \ \ \ \ zlss I \ EX +/- 686.05' \ w \ SO. FT. 1719 / +/- 686.26' EX EX 88. 1 \ So. FT. 1726 / - - 87.43' +/- 68.0.3' S \ SQ. FT. 1721 I I \ I 6a \ 83 - - _ _ - _ SQ. FT. 2084 sp _\ I - -6H2 SQ. FT. "5( 1 / / T s69.3' 690 2021 ORION LANE FINAL o I 683I -SQ.'SQ. 6FT.- Ile I -683 _ / �5�. FT1 0 2135 1 2135 1640 0- Number rn Len Length a :,% 1 ,....,:,..:::::::: -' \ \ 'SQ. FT. g Radius Line/Chord Direction A Value , � �s-3::r' ��+��'"�`"' '•,,..,,J........ / �� \ \ - sQ. Fr. k%:d'2:e:% 11 6$ �- /,\ _ \ - - \ SQ. FT. SQ. FT."\ \ 0 -679- - - � � TMP 55\t 1-7A-26 C5 231.700 200.000 N21 ° 36' 05.64"E �/ i 0 s B \ 6 , ;1 / O F S \ 1 � \ � SOUTHERN PROPERTIES LLC \ \ \ \ 6 r \ \ 8 \ 1 r r , OB. 5071 r PG\'21 3 r � v a \ \ r ' \ L6 25.046 N540 424.76"E T pi .... :;::.%w:::::::::::... � � , \ r.,.,.,,,, „ rrv'l'l!ifri:. ;rr .Yn�' rrz:..,2!•;:z .. 6'� � \ L7 62.788 N11° 35' 13.47"W -681- _ �I - SO L10 I 11+L Lo I 6 7 7g�g7' � 7+ � � - �5•`:;�5; � Mjri'!,r !K; ,;/;,Jrrir :! �� aa� + I Xr co 2 ; FENNEL ROAD FINAL 00 \ I � I oo� \ Number Length Radius Line/Chord Direction A Value ,U / - - 5 rn I L9 - CP 1 ` S -� - � _ 14 -�.e 00 C 8 35 000 S 5 8 56 6 -, s 14 48.9 B / 1 \ H ci �i 4) - z 1: 6 1- m e \ ROAD 428 � - m A (S N 1-�• 2 2 7 7 21 14 2 E v SQ. FT. C 00 5 3 5935 36 S 5 89 0 � zm \ N P TE R,W w - / m ?1 5074 IPQ 734 C 1 m ; o , ; 1 '2 2"E ' 1 C3 0 868 990 000 22° 06 S 8 5 ! z - Jr C - N 1 %J! o � 1 m .1 1 2 C4 38 58 5 0 000 S 5 00'.27 53"E 0 : I m /m - L8 39.095 S270 09' 29.58"E 3122 FT. 244 7 SQ. L9 52.576 S220 52' 16.96"E \ N� S°5sa3 . so L10 34.195 S19036'29.60"E 1 it o \ 6 \ I sQ. T. SQ45 6 1732 \ / 87 SQ. FT 1732 173 1 11.774 S500 34' 22.93"W L1W I 6gz eQ F � 1 v SQ PT. 680 @83 L6g6_ . 1 \ \ \ a 68S . 687 - - 686 \ 0\ SQ. FT. 1 \. ,:,`•r;4!;, Pay, 0(5 \ � I � n r � \ Ipp - \ \`6 � o 1 V" 5333 \ a\ \ 60\ �co SQ. FT. 684.2' 1+ `\ 684.3' 3976 SO. FT. B'4j��,C i684- IO 6835 PG. 389 < \ \ \ \ \ 1 SQ. FT. %, b14,4 �`A �: CLINT W. 8 F LET >: • Lie. N 54380 ��GCZ 01/20/22 _A q ^� E 0 N OV N C > E O E w 3 w i a o 3 u.0 h h IL_W t�0 .^y aJ U0? Z W W W W H - (n 0 Z C9LU O_ bb0 I- Z ~ Y (n 30 ,1 w �Ja' vw 222 Z 000 (/1x vN U N Q LU O O O 7 OJ J LU LU LU ui z M 0 x M 0 x ^( ^( N ~ w w W N N N = a ti Q p rN c ti rN ti Z o ti o 0 DATE M 0412612021 0 DRAWN BY J. FOX } • DESIGNED BY • J. FOX • CHECKED BY C. SHIFFLE7T • SCALE • H: 1" = 50' V.1"=5' rF am U I\ i U O Q 1--I Z o' v J W w > J w LOL Q f J m � Q J z H� O U M O JOB NO. 47652 SHEET NO. C8.0 L 0 • I i VDOT STD\ CLASS 'I BROWNSTONE RIPRAP WIDTH9', • WIDTH = 29' LENGT\= 20' DEPTH =v9" I � I VARIABLE WIDTH SWM FACILITY EASEMENT I 1 \ m I 1 0 rn i rn m \ A 1 \ 1 I \ \ \ \ \ I \ OLD TRAIL DRIVE (VAR/ABLE WIDTH RIWW) DB. 4556, PG. 173 DB. 4038, PG. 704 EX DB. 2886, PG. 134 633.14' (2) QUE PAL 12„ W _ — r tjP°° ° ` m 0 V N W A lU r O ti N V w V w b w lV0 y r m (1) BET CIM (5) ACE OGL _ 1 I I I \ I I, ` — — I I I _ ,II , _ I 1 I i 1 — _ -------- ji. SAN--------- _ • FENNEL ROAD— V4'T,/ QLEWIDTH '(y (P / ATE)21Y JI i 1 _ I • I I I � I • • • • (7) BET CIM (9) QUE PHE (7) QUE PAL "w O'4�ON 61,(PUB410'4NE • PLANT SCHEDULE TREES BOTANICAL NAME ACE OGL ACER RUBRUM'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED TM QUE PAL QUERCUS PALUSTRIS QUE PHE QUERCUS PHELLOS FENNEL ROAD ACE OGL_ VARIABLE WIDTH (PRIVATE) RIW DB. 5074, PG. 234C GREENWELL LANE 24' (PRIVATE) RM DB. 5024, PG. 429 SCALE 1"=20' 0 20' 40' CLINT W. S FFLET >� Lic. N �13A0 49 04/26/21 G�l� 'I ..�� •��, ••• M E O p T V N UI N C >E E w F w > 3 u. o 3 M — W O p CC W L M J V co Z � O d W z H X Q�N¢ U w W of Q O � � N 2 C N Z O_ =U> ~ c Lr; O N M Lu cl� a � W J 0 cD 0 0 z x 0 w III w z 0 DATE irn i 0412612021 0 DRAWN BY M.RACHNER • DESIGNED BY • M.RACHNER • CHECKED BY C. SHIFFLETT • • SCALE 1" = 20' FT am U O m a Z Z I � Q > W J Lu J W 2 J m U J a 0 LL O t] Z J o z < U 0 JOB NO. 47652 SHEET NO. L1.0 L 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 PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ACE OGL 9 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 452SF BET CIM 8 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 2.5" CAL. B&B 464SF QUE PAL 9 QUERCUS PALUSTRIS PIN OAK 2.5" CAL. B&B 419SF QUE PHE 9 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED ORION LANE 279.7 LF 1 LG TREE PER 50 LF 280.0150 = 5.6x2 = 11.2 12 LG TREES 12 LG TREES EXTENDED OLD TRAIL DRIVE 343.9 LF 1 LG TREE PER 50 LF 344.0 / 50 = 6.88 7 LG TREES 7 LG TREES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 2.73 AC 2.73 AC x .1 (GROSS SITE AREA) 10% COVER = 0.273 AC 11,892 SF 12,212 SF = 11,891.9 SF NOTE: -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. =W C12 ROOT BALL 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 SEWERNVATER 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. pLT k pF too, �i CLINT W. 7: Lie. NO'54380 ; 04/26/21 am O oc f z 0 a_ U U En W O z 0 En i W w Q DATE 0412612021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY C. SHIFFLETF SCALE U U O W 1 (W `J J J I\ r) J O N/A Q z (D w J Q w m J LL 0 z 0 U z Q W F— O z L H JOB NO. 47652 SHEET NO. L2.0