The URL can be used to link to this page

Home My WebLink AboutSUB202100084 Plan - Revision 2022-01-24OLD 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 COUNTY OF ALBEMARLE, VIRGINIA SU6202100084 4/26/2021 game ® LAUREL F �$ '"CROZET Crozet Elementary0 �� CROSSING School "Al . RCHARD ACRES GRAYROCK�_ ; WAYLANDS GRANT a WAYLAND PARK jwrn a aoRd g' .fP BARGAMIN PARK `. e Crozet y*' • wm.n. ov qa Hyland Group® ."e�..4 R E A PARK qg VILL Claudius CrozWark'© Crozet Park &Pool ig Family Vineyarill ...m. �° SITE 9R PARK VIEW LOCATION / ® Th�ld TrailQ _ \ ow.w BROO S° Old Treil Golf 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 lb -dolt Q Crozet-Meadovr QPiedmontBaptist Church a"" � g ��ptewr` Brownsville 2" Exxon GaPTumplke---— MO Feather&ssakQ • Photogra'dL�y Pro Re Nata Brews, B R O W N S V I L L E ff1 Willow Equlne� HEIGHTS O Western rAlbemarle QRAYeneey Lumber High SchoolO p Yancey Mills CONoratian j'� nunbyQ �..� 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 C9.1 STORMWATER CALCULATIONS L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS NUMBER OF SHEETS = 17 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® ��: a OI G / 20122 • S • 000000001 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 Wp �� KK aiW 0 0 0 U > O C w LUcil 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 m a Z_ 1 � W' uL < W a�> J m 0 J a U �LL O J z Z U 1--1 O 0 0 DC 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 measurements. Show the as -built centerline over the designcenterline. 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 bYplat 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. It. 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 wa 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, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is 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 "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. 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 to any 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 tests and inspections performed by a Professional engineer or eotec or VDOT certified inspector. This should include at a minimum g 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 required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be meL 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 Gating 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 r 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 reference Water Protection Ordinance 17-422 . It is preferable erable that the ( ) f construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area 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. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. BUILDING pFsaa `A CLi14T W. S 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 tL to N N V W 7 30 n �_ w U) _ N 2 U > N C u7 c a, O N � M rl � 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 tY tY H d d d Lu [Y 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 co l J > 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 - IM19.10A 3" INTERMEDIATE BASE COURSE - BM25.OA 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE A� A�\%\�\%\\\%\�%\�\/ \\ 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 FINISH MAX. CROSS SLOPE 2% Be TYPE 21 B AGGREGATE BASE COURSE 4 , COMPACTED SUBGRADE i / DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4_� 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= %a" 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 D- MATCH EX. CROSS NOTE: PROPOSED EX. SURFACE w 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 DI PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale CONIC WALK y <4' 4 � . d 4 a • a. '-- COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VAN CONIC CURB AND GUTTER CLASS 3A, ° (fc=3,000 PSI) CONCRETE Err WIDTH OF CG-e8 CENTRANCE SUBGRADE-CONTINUE . •4" �� .�•� ��9 21B STONE MIN.AW.� Ha♦.�� BASE FROM ADJACEN- PAVEMENT SECTION UNDER CURB 6" 6" 2'-0' ADDITIONAL RIGHT-OF-WAY IS RE UIRED IF THE LIMITS 2' O" OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RI HT -OF WAY. k. I VDOT STANDARD CG-6 CURB & GUTTER No Scale ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT oe o Y o PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A .0.0404o Face Of Curb Invert Line FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB. MINIMUM WIDTH SHOULD BE 6'. SECTION F-F HALF PLAN C M IF PEDESTRIAN ACCESS ROUTES fk ARE BEING 2 _p IS PROVIREQUIRED WITH A MINIM A MAX. 2%V CROSS ESLOIPEH ---' - R•L5' ��A� e. 1 T WHEN USED IN CONJUNCTION WITH STANDARD PARABOLIC CG-3 OR CG-7. THE CURB FACE ON THIS UNPAVED SIDEWALK CURVE STANDARD IS TO BE ADJUSTED TO MATCH THE o.o A MOUNTABLE CURB CONFIGURATION. 4oYo4o poop. R-/25'- NORMAL CUTTER ® --- ® x x / 's Opt/N•N Pe co'v�NB CJ ® ------------ - x x SECTION E'E s�UO`5'�w r..i°o m m p • . e. - c. • C. O Pl d pis �/narON °W n •e.� .p• •r;. 'D• •D' .0 o•e• iEO%TO 1C. CHANGE L 1=3�J 0oY o =vY oYoo 4o b=Y=Q� `��Y`4 oY b4 CLASS A3 fH.E.S.T CONC. /1 21 6" AGGR. BASE TYPE I SIZE 218- 5'-0" 12% MAX. SLOPE I s'-o" ® POINT OF GRADE CHANCE • °' °• -•e. FIGURE 5-CURB AND GUTTER DETAILS' FOR CURB AND GUTTER ONLY RI. •n. •o. •Ii. FOR SIDEWALK CURB A10 GUTTER x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS oo n o . oa0 The following notes apply to CG-6, CG-7 and Rolltop curb: BUILT CONCURRENTLY x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST U10'M INTERVAL AND 1. Curb and utter may be r y SECTION C C 8 %MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D g 3 precast of Class A4 hydraulic cement concrete or cast in place using Class A3 hydraulic cement concrete. SPECIFICATION XV00T 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 SHEET 1 OF 1 and gutter shall be constructed parallel to the slope of the sub -base courses and VIRGINIA DEPARTMENT OF TRANSPORTATION 07A15 70309 to the depth of the pavement but not less than the thickness shown. 11 BE NUPE TO ELEVAnON OF MD-PONT Of LARGEST PIPE. ,-OPE TO DRAIN TO INVERT A -A OF OUTLET PPE :CTION IF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE IAUCENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 W EDGE OF E%BNG PAVEMENT (AS DETERMINED IN FIELD) TAD( COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERB PROPOSED ASPHALT LAYERS EXISTING 511®ASE PRCPOSEO SUBBASE COMPACTED SUBGRODE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED /SRIKT WIDENING LAYERS ® PROPOSED M UM I% INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * AS IMMMOET12 N KO BIN N GREATER AS NECESSARY TO ABUT ME iULl THICKNESS OF EXISTING ASPHALT LAYERS NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY WE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRANM£ Of THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN. 3. A MNMUM OF THEE CORES SHALL BE TAKEN ALONG THE CENTER OF THE A)JACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS, THERE CORES NIAL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL IM WILED A MINIMUM DEPTH OF 14 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SUFACE COURSE. UNLESS WAVED BY IE ENDNEER. 5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -ROPE AND EFFECTIVE SURFACE URANAGE. S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO ME APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT RE-N SHALL CONFORM TO THE REQUIREMENTS OF MOTON 315.05W)OF WE SPECIFICATIONS EXCEPT THAT ALLDI .NTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAGHTEDGE IN ACCORDANCE WRH ME REOUffm1 n OF SECTION 315.07(a) OF ME A5 9R PETALS OF INVERT EACH PURPOSES O ONLY. EPCH PINGIAS OR NDIVIDUALY TO MST FIT TIE PARTNXUA CONFIGURATION AND FLOW LIMA O HEREON NE FOR EXAMPLE SHAPED ° ° I DROP NET a TO F BE SHAPED NET AND WRET THY SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATIONS. RQAD ANDMIDGE vA5 NDAID$ STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIPGIRIA DEPARTMENT a TBASPOiTATKKi �RENCE xv= ROAD AVID BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATIDN SIGN AND POST DETAIL 302 BEET I OF 1 REW90N DATE sNEET 1 aF 1 REVISION DATE No Scale '06.00 G3.P2 2016 ROAD 8 BRIDGE STANDARDS FENNEL ROAD CROSS SECTION 1.5" SM-9.5A VDOT FLEXIBLE PAVEMENT DESIGN (NEW SUBDIVISION STREETS) COUNTY ALBEMARLE SUBDIVISION OLD TRAIL VILLAGE BLOCK 7C STREET NAME FENNEL & ORION EXT. DESIGN ENGINEER TIMMONSGROUP- 1LF CERTIFYING ENGINEER N/A 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 CIS 1.5" SAD-9.5A ' -6 " 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 SInFWAI w rWMFRF RFnIIIRFnI VDOT SIC. CURB - - DROP INLET (DI-3) 3' r 0.5' H I 1 I PLAN SECTION A -A NO SCALE NO SCALE ROLL-TOP CURB TRANSITION TO STANDARD CURB DROP INLET No Scale W Slope break far dranage, if reg'd_ LL R• 2 Feet @ is i; Back of Curb o Cil. !!: c iliil is i ` Il(fiI I i iliil i i I i Constr. Jain Moinline Edge of Pavement Driveway Entrance Warp Transition Roll top curb Port Plan of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Rod.. Return Warp curb profile to match b'rvaeaY enlr0nce apron >a io loin a feet eacn she of apron move invert line. Driveway Entrmcs Apron for ROIIIOD CprD Part Section A FIGURE 8 - ROLLTOP CURB ENTRANCE DETAIL SECTION STEP 1: DETERMINE DESIGN AADT DESIGN AADT FOR STREET SEGMENT 284 NOTE: IF AADT < 50, USE MINIMUM Da VALUE OF 6.4 SAMPLE NO. I CBRT (SOAKED) CBRD RF (APPENDIX 1) SSV (CBRD*RF) 1 4 2 3 4 5 AVG. CBRT 4.0 2.7 1.0 2.7 NOTE: TESTING REQUIREMENTS &RESULTS PROVIDED BY F&R STEP 3: PAVEMENT DESIGN THICKNESS INDEX REQUIRED FOR STREET SEGMENT (APPENDIX 11) DR 11.0 DR= 3.48Ln (AADT) - 1.48Ln (SSV) -7.23 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 DP MUST EQUAL OR EXCEED DR VALUE DP 11.1 / PAVEMENT SECTION IS ADEQUATE 11. > D p _ : TRIP GENERATION LAND USE: SINGLE FAMILY ITE CODE: 210 AMOUNT: 30 UNITS UNITS: PER DWELLING UNIT WEEKDAY ADT AM PEAK HOUR PM PEAK HOUR 284 IN 8 OUT TOTAL 23 31 IN 20 OUT 11 TOTAL 31 r��pLTk pFs�� CLINT W. Ale S F LET r� Lie. N 54J00 ��GCZ 1, 01/ 20122 _.#d m E 0 N OV N CE > E ° E W 3 w i ¢ u. o 3 LL `m^H h h h W O W ¢J UD? Z W W W W MJy-Ln O � > O O a V1NN In LUIV d 000 Z Y V U U U Y 0 In �i aiw LU LAN= vN Z U U U Lri C In H""HLJ LJ O1 LU O O V O f1 In v � In In Uri 0 0 x cD x F 0 w I1>1 W rV rV rV = a ono U o ao � Z O ti O O DATE In 0412612021 0 DRAWN BY J. FOX } • DESIGNED BY • J. FOX • CHECKED BY C. SHIFFLE7T : • SCALE N.A. • am U U O W Q Z CO (D J LU af W 2 J m °6 J Q W le-4 O i � O J z Z Z < O U 0 O JOB NO. 47652 SHEET NO. C1.1 0 3 a 90 oo O EZ 20 1i c m-6 a w c m 0 a O O F W 5 m O d a F N �§ C. N � 2 Y ca m � m X C 0.0 0,6 £ 2 d m D c N O E m 06 a c � 15 10 M ED o - AX O An To 6 c 2 To A M c c LDI m nE rDil N c E H- L COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 4" DIAMETER BRANCH AND VALVE � - BOX PLUG VARIES WATER MAINS \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VP ICJ THREADED COUPLING PVC SLEEVE N BRASS NIPPLE AND PVC 0 CAP I LUBRICATE ALL THREADS THRUST BLOCK `o METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 I U-19 NISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRRON E GATE VALIFRPOSSIBLERADE IN n I BRICK S&FORTS OR - SOLID CEM NT BLOCKS K USHED STONE COPPER" SOFT CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATFFRLINES 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 QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 701 2, 70 10' (2 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN 6" GATE o °�: •�.M VALVE I . �.; 8 X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 z a TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE ; ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID u n T � M.J. GATE VALVE WATER LINE L_7 . . 2500 P.S.I. CONCRETE W d 2'x 2' BEARING AREA. THRUST BLOCK d, e d d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 1• COMPRESSION w 3/4" MADE PIPE =RUNG OR APPROVED EQUAL 0 NOTE NO SMEATED nTTNOB DUAL SERVICE 1' TYPE 'M SaT COPPFA SINGLE SERVICE NOTE 1) BABBLES SHALL BE USED ON PVC PIPE r FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL Y\-1--, AND IRRIGAnON SERVICES R. I' COMPRESSION K 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 7USE ON DETACHED SINGLE FAMILY nAL SERVICE WERE AN IRRIGATION METER IS NOT PROVIDED. RON Up _FINISHED GRADE 1/8 BEND CWPUNG-\ y _ - s METER $,H.YrN ^ s • `. .3 • '.BRICK AS CCRPDFI STOP '1":'. `. >'.'•,::r r,+ NECESSARY SAND OR DUST UNDERMTo s-= v MOT SPED 203, N0. e) AG(AECAIE BOK AND SETTER (2-INCH�Yi MINIMUM THICKNESS) ''.�':i\1y'..IYy't'>;y"•.rtn TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. /. I ELEVATION PAINT ALL EXPOSED STEEL WITH 2 GOATS OF BITUMINOUS PAINT. BEND SIZE A I B I C D E F $- 8 1'- 2'-3 2'-8 1'-2 T 1 1 V V Y-B 1 14' 11 1/4' 10" 2'-B Y Y-0' 2'-0 T- Y 17 3'- 4'-J' 3'-0 V-3" X-6" 2' 18' Y--0 9-8' 3'-S S-U" 4'-6. 2 1 /Y 9' - IV V-8 Y- 2'-e" V-6 2'-B' 1 1 4 8• X- 4'- 2`-6" 2'-6" Y-3" Y 12 7/Y 10" Y-3 5- S-O" Z-9" S-9 Y 12" '-V W-3 Y-0 N-6 4'-3 Y 1W W-0 T'-b 3'-3" 4'-0" 5'-8 21 C- S-O" 6'-Q S-O" 3'-3 3'-3 21 4 45' 8" V-8" W-6 T-O" Y-B" S-9V 2 1 4 10' 4'- 7'-6 3'-G' 4'- B'- 2 1 4 1Y 8' W-p 3'-3' 5'- 5'- 2 1/Y 70• e'- it'-0 3'-W' B' 7-3" 2 1 " 3" THREAD 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. III ID_4 Top View a.. A 6" MINIMUM 4' d a >o 4" MINIMUM d• A . a.a NOTE: RESTRAINED JOINT FITTINGS. Side View rGolvanized 42" Mlnlmumd.d.15$�,trod •p d, d Steel Beam,&"A (min. size) 3' min. penetration Into undisturbed 45' soil or as approved by the ACSA. I VE I It TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B ASRA A36 AND HEX NUT ASTM A588 (TYR) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD WATER MAIN SZ ® �A :`• Zo �3 VALVE SsiA:. 24"MIN UNDISTURBED EARTH PUN CUSS A-3 CONCRETE EGA-LUG 18 MIN W ELEVATION UNDISTURBED FA TRENCH 24" MN WITH MIN I � It 1 SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS URGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-30 JUNCTION BOXES, TRANSFORMER PADS PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT 13F WAY: VARIES '10't-►I I-30't 5' 111 1 1 1 5' 1 1 F WATER SEWER 3 A o P O: £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WD)THSI WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY: UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TTI-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B11 IN e:: INITIAL BACKFILL 824 IN.all MIN MIN. MIN. MIN. v 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a'MI INITIAL BACKFILL 4M1 UNSTABLE g" g•' g- e. SOIL MIN. MIN. _ MIN MIN 8 STONE GRANULAR FILL AS #8 `!•''•'i:^'=-A\PPROVED BY ACSA � ?-_ s6:-t_<•-r.'= ��\ S A .... I aCK� STABLESOILOR 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" UFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF(FEET) W.W. (FEET) CU.YD. BEND L H T L T H I T 90 2.50 2.50 3.D1 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 150 0.15 221/2 1.50 200 2.52 0.10 11 1/4 1.50 200 2.50 0.10 90 3.68 &IS 3.21 0.48 45 2.66 2.66 2.77 0.28 8" 221/2 1.66 2.16 2.89 0.13 3.16 2.91 2.6fi 0.32 11 1/4 1.66 116 187 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 2B3 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 TO-3 ,��pLTk •� `1A Mr CLINT W. 8 F LET > Lie. N 54380 ��GCZ 01 / 20/ 22 _� d ^� E 0 N OV N N > E w v E <¢ J=: 3 LL O h h h w O `m ,�. aJvo? Z W W W w .J. -Li O Z a> a 0 0 0 tD MI U U U Z ~ V y 30 na w 222 � a w p » > Ln= vN Z OU OU OU ca, "N ddd Lu O O O d ^TI UW) UW) � v m w > j j � H U) [1' 0 0 x O x � 7V 7V 7V w ww 7V 7V 7V Q p ti ti Z O O O 0 DATE 0412612021 O DRAWN BY J. FOX • DESIGNED BY • J. FOX • CHECKED BY • C. SHIFFLE7T SCALE N.A. U 0 U �0 ce W Q Z i . v J J >Q WELI Ctf , LU 2 J 00 I06 JI�� LL a w 11 O i � 0 J z z Z < H� O U 0 0 0 JOB NO. 47652 SHEET NO. C.1.2 L ISO FIRE FLOW CALCULATIONS FOR Date Of Report Hydrant Flow OLD TRAIL VILLAGE BLOCK 7C Service Authority .A&wa 7/1/2021. Sorwny&C.cOrxvi.rd �`�'= p Test Report SEWER SERVICE LATERAL CONNECTION NOTES: '.��pLTH �I�1r�I ,BH PWW r+va no""Wer.�R. a 11 Klee) 9n M� I s TYPE OF CONSTRUCTION: CLASS 1-WOOD FRAME VA 1. WHERE SEWER SERVICE LATERAL CONNECTS A A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS • �1 • � • CONSTRUCTION COEFFICIENT: F=1.5 Location ORION UN Pressure Zone CROZLTSERVICEAREA, INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE NOTEI MIDI. 60' DIAMETER MANHOLE REQUIRED CLINT W. • 0 ,� • �1 BUILDING SIZE: Single Level 4,550 sf ---�"'?'- - Date and Time of Test 7/1/2021 9:64:00 AP:1 TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. NML STEP C (~(�II J i 2 S F LETY • ♦ • • EFFECTIVEAREA 4,550 sf --- r 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL amt nRGP MANHOLE PVC cROss \a z • • q�� 0 • Lic. N . 54380 GC Minutes of Flow I 2 BE CONNECTED USING A PIPE SADDLE USE APPROVED FLEXIBLE POWER '! BOOT. m'J� �TV 10 CONSTRUCTION FACTOR: C=18F]A)AO.5 C= 1,821 CONSTRUCTION COEFFICIENT: F=1.5 Size (Inches) 121 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q • 02 �O i. 0112 �/ 22 .Pipe _ (1/4" PER FOOT) i TYPE OF OCCUPANCY: C-2- LIMITED COMBUSTIBLE Educational institution 0= 0.85 Pressure Hydrant 12901.. 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". Lo s 6' GASKETED 3000 PSI CONIC. BASE jr�UNA1+ �Vi��, ~004# 444 OCCUPANCY FACTOR STOP COUPLING BENCH SLOPED TO FLOW .Static Pressure (psi), 92.1. �777.A 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. Ill ,A PIPE o CHANNEL 1 /4" : 1' MIN i EXPOSURE (X) AND COMMUNICATION (P) Xl+Pl = 0.00 .. ,ir•• .' PIPE STRAPS -•-•,, n (STAINLESS STEEL) •::%F• . r`') E Residual Pressure (psi j;�i 56.2{ NEEDED FIRE FLOW: NNE=[C][O]]1+[X+P]) = 1,548 SALT TREATED 2 X 4 o SPACED EVERY 2' VERTICALLY ,']' `' " r < •.M: A. A..:'s ?t? -� _ �i _`y ` \� O Ot U N CONSTRUCTION COEFFICIENT: F=1.5 ,� ❑Q70Looped ❑C120MultiplelnlineHydrants El SprinkferTestSingleFlow FINISHED GROUND MARKER 90' RESTRAINED HEND {' ?y'T Y 1 BRANCH j 0 ER pIPE EM f- 1 Z / J N E SPRINKLER REDUCTION = 0% Flow Hydrant #1 12730 Pitot Pressure #1 (psi) 43.3 Yellow 1 R] Test Flow 1 1110 TOTAL FIRE FLOW NEEDED GPM • +' '• w y, = ZOOO Flow Hydrant#2 12902 Pitot Pressure#2 (psi) 44.6 YPIIOW 2 0 Test HOW 2 112E .". s •° " MAIN PIPEFR ' •"� * a" • • 'd '' sflvPIP - \ .VON .m0.. 3 a u. 0 3 AVAILABLE FIRE FLOW: HYDRANTLOCATION AHS ell2" 4 p a 2 ^ 1/] V] (, STATIC PRESSURE 92.1 PSI Flow Hydrant #3 Pitot Pressure.93 i Yellow 3 ❑ Test Flow 3 01, (� ] P[AN W m L aT 2 2 2 RESIDUAL PRESSURE 56.2 PSI - -- - ¢ U o0 w J -L'i Z O W W W ESTIMATED FLOW Z236 GPM -- PLUG END OF PROFILE > MODELED FIRE FLOW 3,258 GPM @ 20 PSI Total Estimated Flow m (gP l MAIN LINE SERVICE LATERAL SECTION MIN. 6' BEDDING WITH NO. 68 STONE rL N ry N In AM M a O O O - 1. HEIGHT OF THE VERTICAL DROP PIPEWILLBE DETERMINED BYTHEACSA, BUTSHALLNOTBE LESSTHANTWO NOTE: FLEXIBLE CONNECTION Z a V U U U Prepared By: pWWA Q20 Calculation (gpm) .] _ (2) FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO OJ U) w 2 2 2 Timmons Group _- 608 Preston Avenue, Suite 200 {N".a1,ea O2gs�em"Mf�'".I PyFv gzooR",mbp:dla:,xael 2. VERTICAL DROP PIPE SHALL BE SDR26 P.V.C, SIZEDTHESAME AS THE INCOMING PIPEAND CONNECTEDTO BAND EXISTING MANHOLES SHALL a. ai w o a E Q > > > THE DROP FITTING WITH STANDARD GASKETJOINT. w BE CORED AND A FLEXIBLE _ N Z O O O Charlottesvil le, VA 22903 Comments I 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF CONNECTION "BOOT " � U W O Q 0 W W W STAINLESS STEEL. INSTALLED O � vi c a, (A .. [L [L d Hy ran OpeD a Way. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT v LU LU W LU W �W LU r«,.,nridmda.rl:sµd,....g..adP�.nrd.ry:.::I•qt;w,dxw m.dwL�•,vk >9zow..,.ap1 ,Pn,.M,.d!. IN LINE WYE-TEE TO SPRING UNE OF MANHOLE INVERT. > V) V) Ope.".°."nw,w.rvxwrrred alrmq.ynettrnm.a wda.oAma,mlegn.M,"n alk Ferdv R�Y,.r wNMwmNhxae.R PLAN S. DROP CONNECTION DISCHARGE FTTNG SHALL BE ORIENTED AT 45 DEGREES, li THE FLOW,CDLU TYPICAL MANHOLE PLAN J W W W 6.VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. (Y (Y rY Estimated Consumption (gal) VARIES 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10' OR 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - N i TWO B" DIAMETER DROP CONNECTIONS. For use for r: atc r audit SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS 0 4�� Signature of Tester: / N.T.S. N.T.S. FIG. S-I-B FIG. S-2 FIG. S-1-C2 0 0 TD-33 TD-30 TD-27 = ~ ti ti rN � ry ry ry w w w ry rV rV = a O•�i0 Q Q ti ti FRAME & COVER kq O O ti O DATE ^� FRAME & COVER (SEE FIG. S-I-I V) REMAINING BACKFlLL SHALL N E q a B wm m u O OG� SEE FIG. S-I-D, E STREET SURFACE OR STREET SURFACE OR > � 0412612021 NOT CONTAIN ROCK MATERIAL Q �� 9q / NON -PAVED AREA NON -PAVED AREA 0 36"MIN LARGER THAN 5" IN ANY a �� E SLOPED AREA -/ SLOPED AREA DRAWN BY DIMENSION E O, Ej SO, f"- ,..,4 . 24 MI v , 1'-0" MAX z'-O" RUBBER COATED STEEL STEPS CAST IN PLACE 1'-O" MAX J. FOX INITIAL BACKFlLL+ B"MIN (6" LIFTS) k EMBEDMENT + THOROUGHLY COMPACTED _ E PRECAST WITH F o�RINGGSEAALS 2'-0" • DESIGNED BY SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER Z `-o E$Y M o Ng EX �G e OR APPROVED EQUAL v " • J. FOX HAUNCHING E w RUBBER COATED STEEL 3'-0° MIN ' CHECKED BY NO. 68 STONE -O_ 6" m0X �s �b g o i.. E ° 3'-0" MIN THE DRON CONNECTION SHALLBEDDING e DUCTILE IRON PIPE (CLASS 501)4" DYERS STEPS CAST IN PLACE PRECAST REINFORCED • min r j J1.1-11 5" BACKFILLED IN 6' AN d CONCRETE SECTIONS 12 IN • C. SHIFFLETT FOUNDATION (SHALL BE REQUIRED WHEN SOIL E E E E COMPACTED BY HAND TAMPERS OR t2 MIN BACKFlIlm WITH SELF -COMPACTING b" RING SEALS ° 16" MAX T SCALE CONDITIONS ARE 18" MAX STONE. MINIMUM ELEVATION T • UNSTABLE 960 �m �E A ALL PIPE) n0 ,9 5"�� DIFFERENCE ACROSS M.H. 5" 4'-0" 5 N.A. E e IYMIN 12"MIN ', ACROSS M H•FROM FROM INLET NLET To VARIE OUTLET SHALL BE0.20 FEET. an SHALL BE 0.20 FEET ° CONCRETE VARIES •'`' A FILLETED INVERT FOR A SMOOTH DEPTH OF FLOW CHANNEL TO BE �FlLLETS • TRANSITION FLOW BETWEEN C � N - 3/4 DIAMETER CIF NOTE NOTE 1. CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O E INLET IT OULEF PIPE SHALL a •' W•'Q PROMDED. 12 �. • d' �.. �N. ,. G CONTRIBUTING SEWER. TT 4.° : •°• ' . • • .. 12" • BAC BACKFILLED ENTIRELY WITH N0. 21A F .. A FILLETED INVERT FOR A SMOG 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 STONE SHALL BE PROVIDED' o �° sE O W.NOTES: MIN. B" BEDDING WITH NO. 66 STONE PROVIDED. MIN. 6" BEDDING IL 3. MERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" E t m NOTE : W/ NO. 68 STONE BEDDING OF NO. 68 STONE' n" 8u P; a. 6� 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND MALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE E SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE METHER MANHOLES SHALL HAVE O O 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. J� 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, UFT 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 SHOWING BRANCH TIE-IN TYPICAL MANHOLE WITH DROP CONNECTION N.T.S i i NITSFIG S-I-D N v FIG. S-3 NITS FIG. S-I-C FIG. S-I-A O TD-31 JI..I.J TD-34 T-28 TD-25 Q - Z � i^ vJ - _-- __-- ---- PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, (D J SECTION G OF THESE SPECIFICATIN& i R ROADWAY le SLOPED AREA RUBBER COATED S1EE1. STEPS :.: `•; ; ' w CAST IN PLACE FRAME & COVER SEE no. S-I-D, E •� .: .•.S '; .t ^ • ' J W (a1 ta: (�.•'"(a„mmi T 1/z. t 14' pt r PRECAST REINFORCED CONCRETE ON BLOCKS EXISTING.•"� SEWER PIPE SANITARY , : V Q � < Q C DxrEmm] [t2Bnx„1 I- [+�°+AIR n1-�1 SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL V-0" MAX 2'-D" DOGHOUSE OPENING SHALL "' BE PREFORMED BY','•;•;r •,:: MIN. 12` CLEARANCE BETWEEN EXISTING PIPE MANUFACTURER OR "- "'Y ' e AND STONE BEDDING SAW CUT T FIT PIPE '•'* •:.: 1 W J Co J J Q ,,,,,,�x( W = PAVEMENT DO 20 T/1+• DN I 5I+• ^ OUTSIDE DIAMATER •+, PLUS � L.L W A FITTING MAY BE REQUIRED Wlhl ACSA APPROVAL ' ; p�",: 12* CK VDOT � O fIII[t5mm] O O 1�Km�m]� No. 8I STONE BEDDING 42' MIN. I [Beomm r t 1/2" [Mmm] FRAME SECTION [p0mm] B"XB"X/6" AND 4"xB"x16" , SOLID CONCRETE BLOCKS z COATED STEEL BAND OR STAINLESS ozs' MIN. THICKNESS STEEL CASING INSULATORS 42' MIN. STEEL CASING 12" CONCRETE FILL I 2•(51mm), S JJJ. (RLCs FLASH) THE DROP CONNECTION SHALL BE T-O" MIN DUCTILE IRON PIPE �cLAss 'm CENTER W� DOGHOUSE MANHOLE BASE WALL (4 EACH) 0 BOTH ENDS BACKFILLED IN 8` L YETIS U J ("T SPN { qqy 3L%A.I [11,mm7 1 + 5" BACKFILLED WITH SNELFTACOMP�ACTING I.nn.nn nn.nu unnun........ nnrtrtnr.......nr...nn.nn nn u.Inuinin.n n. ninon.. n.i. I 3 13/1M + 22 13/16- 2 1/6' Jr_ ,• STONE. m MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND N [n7mmT [57nmm] a zs' 12t MIN 18 MAX MINIMUM ELEVATION DIFFERENCE LBE CONSTRUCTED AS SHOWN EXISTING PIPE WITH 3,000 PSI CONCRETE 2'-0' 7' OR B' 7' OR 8' 2'-0- 2'-0' 1 3/s" [6'TN""'l 4 jr[,S l n/16" O.D. W 35 caovaE I17rtinl I14mm] SECTION VIEW 5° G ACROSS M.H. FROM INLET T 2 OUTLET SHALL 8E D,20 FEET N FIGURE S-1-A OR NON -SHRINKING GROUT T T 1 GYI BOLT le (6mm) DR SLE AssOABLY NEOPRENE GASKET °Ff"L' 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH UCTILE IRON PIPE 18' OR 20' JOINT OF Dd. I ESTRAINED JOINTS) �� (2) WSRR 1/15 X 5/3 x 1 1/2 S R (Q oa+o 1800" RUBBER PARK OOB6" 1 SEW RxaawG [5mm p) BLT HEX ,/W-tt' t/z ss VAR I A TRANSITION OF FLOW BETWEEN •• INLET & OULET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH Q 2900" [4tmm vARr/ Oorelz5o 1�" ''' PROVIDED. + T FLOW A MIN. NEOPRENE GASKET MATERIAL V-O" BEYOND BASE NOTE 1. STEEL CASING EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF 1 t/e' (zsmm) DtA Boss [Bmm 1Xn .+s D°1. srAINIEss 57EEt ROD (z) wsHR s/n ,D ,.30 00 s PLAN VIEW I RARrA Doaet,tW �� FITTING DIMENSION VARIES WITH SLOPE. OF STRUCTURE BEFORE FILLING THE OPENING IC PAVEMENT. WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A PULL -DON END SEAL GASKET IN LIEU [IF CONCRETE FILL. PIGI®AR6Loclauc HOLE DETAIL NOTES: 2) NUT W s/B-11 2N Nnx >' . r•.Q 12 6: i' ••... ` . ' ' p p NEOPRENE SECURED BY 2 NON - CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING O 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPDINT DF PIPE JOINT. / 00981 1. ALL MANHOLES NT16N 100 YEAR ROOCPUIN OR LOCATE➢ IN AREAS SJBJECT TO FLOODING SHALL HAVE WAIERIIGHT FRAME k COVOt. (9J NAr HX .Vd1 5/B-11 ZN I ALTERNATE DESIGN FOR WATERnGIIT COVERS WRL BE CCNSIOERED. N :. PNrrY aoeetzzB ,. COVERS SHALL BE FLOW TO FRAME x1TH LOWNG LUGS DR SIMIUAR ASSEMBLY. 3/4 DIA OF LARGEST 12" MIN. WATER 2) 19,5R LOCK LAG TYPICAL WATERTIGHT (SHORG PART/ 00IM50 PIPE IN MANHOLE CAST -IN PLACE 3,000 PSI CONCRETE BASE TYPICAL STEEL SLEEVE INSTALLATION MANHOLE FRAME & COVER LOCK LUG ASSEMBLY MIN. B" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW UNDER ROADWAYS N.LS FIG 84-E NOTES: iiiiin....i................... I.,..nnn. n.nIII.,,..,....... .n,.,.n..nn...........inu.nn.n.In...... TDB 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. 3. ALL JOINT$ LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED FLOW TO THE EXISTING PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE - BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE JOB No. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47652 NTS N.T.S FIG. S-1-CI FIG. S-1-All SHEET NO. C 1.3 TO-29 TD-2s L C& G '_ET IN/G ATE EP TOP=681.26 \ 1 15" RCP (SE) "BCP(sW) -----�- _ -682 - via TRAIL DRIVE -- _ _ - - - (VAR/ABLE WIDTH RIW) _DB. 4556, PG. 173 DS. 4038, PG. 704 - - DB.2886 P ,12W� \ � s MHS , \ TOP=682.73 1z" Iv INV IN=665.73 8" PVC (SW) INV OUT=665.23 8" PVC (NE) \ \ �12„W_ SD CURB INLET W/ GATE \- � CBG FO!_682.34 683 \\ \ I - 12" W ALBEMARCE-06NAl GIS MANAGED STEEP SLOPES (TYP) �pLTk 00 00 s0c m m CLINT W. w o +a a 4h. ��/,S F LET C�QNi . �;� Lic. N 3/380 �GCZ G) V r V V ~ map 0, 01/20/22 �� N v 14 `D ` r SD CURB INLET W/GRATE_+Cs 134 /NVIN=-67R. _l3 (SE) \ \\ „R INV OUT-678.19 15 P OVW)� _ \\ MHS - TOP_ 688.50 INV OUT=684.40 15" RCP (SW) // / --------£&Grp------- -� --- T-I --------_------- \sew .6� ni ---- _ \ \ "CON'C.'.SWLK -- -____ >,.' r..- - ° :> .r °`s682.9' _�__--___- J \\ \ ` ` \ �\ TOP87 �_ INV - 7717$ GC(SW) MHS 6q�6 INV OUT-666 97 PVr (NE) TOP=683 10 �' �� '/ C&G 688.7'- - \ 2 \ \ %NV-1N=6668_48 8" PVC ) �0 7' \ 7/- - - - -682- - - - - I - _ _ �-=667908" _ URB INLET W/G YE MHS / 6g0 EF OD s INV IN ,) SD C A INV OUT=667.70 8" P C�ltlE) T0�=68460- - _ _ TOP=683.54 INV 1N=680.70 15" RCP )GSE) -INV IAL-SZS 59/8_' PVC (SE) , COORDINATE © >r a,\\ �\ - r INV OUT=680.6015"RCi%NW) INV OUT=675.448"PV�L(NWJ - -- -- \ \ \ RELOCATION OF © I ' , r----------- \ a� \ TRANSFORMERS WITH _JG° ------ - --- ------ 1DOMINION POWER VARIABLE WIDTH REMOVE STORM EASEMENT -683 - - - - I ---- --- - \ \ ! // \\------ ------ \ \ " RISER --- - � _ _ _ _ I\ q\ 48 _ _ l j \ 20' ST RM \ D8. 5074, PG. 234 TOP=679139 - - - _ _ _ - / />CONC. sSWLT / Q I I \ \ INV OJJ%669.99 48" R P (Np - - _ _ r sic 1SEMEAIT \ \ REMOVE PORTION I\\ \ \\ DB.'SOj4, PG,234 \ 6 OF 48" RCP PIPE \ \ \ g - - - - 682- - - I- I _ _ / i \\\' L \ - -.c - - - - , _ ,' \ \ \ \ /' BENCHMARK I r _ - I Pk N IN SWL ELlL K. i68II fl l^^!/ Yc'-\-681-682'-`6B�-- y80 I / - REMOVE \ ` " R\ \\ \ \ \ I I I / I ROCK ARMOR dVE79 - dLI I INW=672.27 TMP 55E-01-7B-0 682- I \t s&MARCH MOUNTAIN PROPERTIES LLC I \ 681- DB. 4954, PG. 18C I I_ _��4' \ 1 680 6j8, , - - - . / I \\ REMOVE OR ON \ ZONED: SF ' I T -'I - - - v .6� / , / / \ \ � OF GU RIC 6 \ I \ \ \ SANI - - - _ - _ _ I I \ I 6N \ -SANI-- Zco IV �/ 63 T- 1 \ O _ I D i VACATE\8!\\_``s81__-\ \\ \ L 20' SANITARY I I I l ss? - - = EASEMENTII / - - - 685 1 DB. 5074, PG. 234 \ \ r R MOVE PORTION 1 t \ I "n _ _ -682 - ` I I 1 / 1�" HDPE \ INV=679.03 \ \ ��"� v m I 1 I I I VAC -- 20'STOTORM \ � 1 1 EASEMENT ' 0� DB. 4704, PG. 389 ' U) I 6Ba 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 \ 7 \ \ DB. 5074, PG. 234 \ / \ - - - - .REMOVE ABANDON PIPE IN PLACE \ �bS \ \ _ _ _ - - - 11 / I I \ 686- - EDGE OF GAVEL USING PLOWABLE FILL \ / \ I \ \ \ I I \ REMOVE FHA & \I\ \ n�OVE EDPORTION OF -sss _r - - - - \ \ 1 \ \ ! \ REMOVE MHS\ s \ / I \ OF GAVEL \ WATERLINE 1 1 I I \ \ TOP=683.44 \ \ \ \ SO CURB INLET W/GRATE s INV 1N=669.44 8" PVC (SW) I \ \ \ \ TOP=682.03 \ \ INV OUT=669.04 8" PVC (NE) I \ e \ \ I \ \ \ INV 1N=675.03 30"HDPE (SE) \ \ /� 1kV OUT=674.30 30" HDPE (NW) I 323.58' \ ODF\ \ \ _ () \ \ \ ABANDON PIPE IN PLACE I 2 I I I \ \ 1 \ i 398.58(TOTAL) \ \ USING FLOWABLE FILL 11 N \ D // 7\ N 000' 685 REMOVE PORTION OF \ \ w REMOVE ,ROD GUTTER/CURB/SIDEWALK SWMFACILITYL-1 REMOVE GA(F) VEL TO INLET \ \ \ \ 20' SANITARY \ _ _ _ _ _ SD CURB INLET W/ GATE \ \ \ \ \ \ \ \ (RETENTION BASIN II) \ \\ \ � � \ \ - - - \ I \ EASEMENT \ \ -sss, 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 y \ o +/- 672.60 PER \ \ \ \ \ \ \ \ % ° t \ \ \ \ MARCH MOUNTAIN PROPERTIES LLC \ \ Z o, _ sl MASTER SWM PLAN \ \ \ \ \ Q (WPO201600009) \ \ \ 01 DB. 5024, PG. 441 \ r. \\ \ \ \ \ \ \ v� \ \ \ cw ZONED: SF REMOVE\PORTION OF / \\ \ '6 \/�j 16_ II I II \ II \ ' 689.3' Q. I L / l SD CURB1INLET W/ GRATE 090 INV IN=684.04 15" RCP (NE) \ INV 1N=683.74 15" RCP (SE) \ \ INV OUT=683.69 15" RCP (NW) TMP 55&01-7A-26 SOUTHERN PROPEERTIES LLC DB. 5071, P0.,231 MHS \\ TOP=68714 I INV 1N=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 /C UT (PRIVAITE)R/Wr/ DB_5074, PG. 234�C /// ' 1 --- --------�------------------- I i it I I I I VARIABLE I DTH WATER EASE ENT DB. 5074, P 234 _j 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 IN=67799 �" PVC (SE) I INV OUT=677A4 8"PVC (NG) o I 1 I FA I ) GREIENWELL LANE 24' (PRIVATE) R/W - -SAN- - -I / DB. 5024, PG. 429 I / __ 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 / \ , - ` MO SIGN Ef' I I� 0)?, REMOVE --- - \ p,VZ PORTION OF- \� INVIN=670.038"pVC(SW) CUB Og rJogG7C/� I N-fNTERNAL INV OUT=669.93 8"PVC (NE) 4 4 AND CONNECTION PG 389 CaNNECTION \ I \ \ \ \ I I VARIABLE WIDTH / R D (F) roti Q% 8 K sss_ SANITARY EASEMENT / 0 / 04>O / C`�G \ \ \ \ \ \ \ I I I DB. 4704, PG. 389 \\\ \ \ \\I ROD I j R D(F) Q V (4) n y, \ \ ti ',• Q�' SD CURB INLET \ \ k (F) I I N2904641"W r--- 69 /4rv/ TOP=682.55 \ \ \ 48" HDPE \\ \ I -"t• 155.24' \ \ \ - / / / / 14 ti a / / % INV 1N=674.25 30" HDPE (NE) NV=671.85 / _ r. / l INV OUT=673.80 30" HDPE (NW) i --- 16------- --6�� Qi�Om /Q i SD CURB INLET MHD -- ss -- - / / , TOP=682.00 TOP=683.70 \ I -�-_--1---------____________ __k_____ -,- / 11'j(6) l / INV OUT=6.7030"HDPE(SE) INV IN=6771015"HDPE(NE) 1 -r---- - - - - - - - - - - - - - t- --- - - I CIDUOUS l l INV OUT=673.5030"HDPE (NW) 1 \ I--- ---- -� ----- o- r---------- rJ - - ' `TREE TYP l INV IN=676.55 24 " HDPE (SE) -------------------- - 1 (NVIN=676.5815"HDPE(SW) INV OUT=676.50 30" HDPE (NW) I 1 (OPEN SPACE) I I SD CURB INLET TOP=681.81 I I 20' STO�m TMP 55E-01-35-A s b I_I _ _ - I INV 1N=673.26 30" HDPE (NE) I MARCH MOUNTAIN PROPERTIES LLC I I SD CURB INLET W/ GATE INV OUT=673.21 36" HDPE (NW) I EASEME T I DB. 5024, PG. 441 MHD j TOP=681.03 I DB. 4704, PG.,, 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' ^� E 0 N OV N N > E w N E LL o 3 LL 2 2 O L M Q J U W W J -� C7 W N N v 30 n w o¢ � = N N 2 U > N H c c a, o a' N � M OJ J (A z 0 f �II�J_lI11-n p G G G VO VO O Lu Q Z 000 0 Q� Q H d d d Lu V) V) V) � � � 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 0 0 3 a v'0 E� �z .2o 2 0 c m- a c m a- 0 w Z ZN O d 2 o o �§ a 2 Y J N X C 0.0 d6 £ 2 m h 0 = d `o Eg 06 a c ,6c 10 a 0 o c 2 �N N C c 0 nE �d L F E L \ W \ \ \ \ NOTE: -\ -J. FRONT, SIDE, AND REAR SETBACKS EP \ \ --_-__ I _� _ ARE 0' IN THIS BLOCK 72 W � u ilk DEVELOPMENT. BUILDING �L TRAIL D I rn c a _N C SEPARATION SHALL BE A MINIMUM \ J _ RIVE ` \ \ >2 W OF 10' PER CODE. (VAR/ABLEW/DT \ \ Q �� w � dv a Oo O OB. 4556, PG, 73 ) 12 W ALBEMARtE-F.6E/AITKGIS . 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 - EP / ROLL-TOP CURB TO CG-6 (SEE DETAIL ON SHEET C1.1) V p \ \ LOT 39 LOT 38 \ / \ SQ. 6FT. 1719 LOT 37 \ °--_------------ ---- SQ. FT. 1726 LOT 36 s \-----------------------------= ------ SQ. FT. 1721 LOT 35 - ° �- // \ \ SQ. FT. 2084 _ - / \ LOT 34 / -1_ 112' ,GONG 18' DRIVEWAY 2021 LqL3_3 LINE (TYP) SQ. FT. 1629 LOT 32 LOT 31 � SQ. FT. 1618 \ \ \ SQ. FT. 2014 LOT 30 0 21' i I I I SQ. FT. 2135 L21369 LOT 28 LOT 27 \ \ 640 \ \ \ \ \ \ -_ I I I I z SQ. FT. SQ. FT. Q FT 2084 \ \ \ \ \ CG-6 \ T J I j�l i "NO PARKIi`,1G' -S SQ. FT. \ \ / J1 1 _ `��I T SIGN - TMP 55E-01-7A-26 \ \ \ \ \ \ �" _ > 'STOP" SIGN SOUTHERN PROPERTIES LLC DB 5071 PG 231 J "NO PARKING R25' R6 _ ------- I I I SIGN BEGIN 10' TRANSITION FROM �- 12' 26' _ - J L _ I ROLL-TOP CURB TO CG-6 (SEE DETAIL SHEET C1.1) END RdAD MARKERS - i I R50' - _ _ ----- I - (STANDARD OM4-2) �- SAN _ - SAN - _ _ VDOT §TD\ - FE OA - TIE TO EXISTING \ I R25' 1 „W (VARIABLE WIDTH P - ROLL-TOP CURB CLASSI BROWASTONE I RIVATE R/IN) - \ d ° - - _ _ TIE TO EXISTING PAVEMENT RIPRAP WIDTH �j�j - 9' I I "NO PARKING" SIGN I R25' 8"W $$ W=� _ — _SA 26_ r,. - — - — _ VDOT STD. WP-2 WIDTH I I __ _ I LENGT I 20' \ I I _ g"W s —SAN— — DEPTH = LOT 40 I C 12 \g" '- - - - 8"---_FENN€L—IQ,AD % 1 I I I -------- - _ - —� s°WI _ VAR/ABLE WIDTH / EX 5'JSIDEWAL 4282 y - I ' ~ SQ. FT. ROAD SIGN _ VARIABLE WIDTH TO ISTING LIND N Z mw PRIVATE RNVr SWM F CILITY EASEMENT �AIN LOOPI I 1 VDOT I I- ------- _ -- „ ¢ DB. 5074, PG. 234�C STANDARD R-1 I II I I Z m I �. ROLL-TOP v STOP SIGN 0 m 6c i i CURB I I I I m A \ "NO PARKING" m A SIGN fI I 1 I LOT 41 ':'::':>::::'::.. .. \ 18DRIVEWAY 3122 d , � ' d LOT 47 (ADU) � I I \ SQ. FT. 2445 LOT48 LINE ROLL-TOP SQ. T. 1738 L107359 LOT50 ; II LOT 51 (ADU) CURB 1732 SQ. FT. SQ. FT. I SQ. FT. 2203 I LOT 52 (ADU) \ \\ h I \ 2145 SQ. FT. LOT 53 I . I \ \ LOT 54 LOT 55 a I I GRAVEL WALVONG PRAIL\ -- I �- - SQ. FT. Q. F W I (� INDYBAIN LOOP) _ - - SQ. FT. 1732 LOT 56 (ADU) I I I LOT 42 a p \` I �' ° -1 - SQ. FT. SQ FT. 2016 I ' 11.3' �- _ SQ. FT. TIE TO EXISTING 3307 11 \ I SQ. T. ROLL-TOP CURB I 1 I 1•.�' 2 O) ` "NO PARKING" SIGN / 1 1 _ LOT 43 2\, 5' SIDEWALK d I GRE'ENWELL LANE \\I \\ 111 1 \\ \\ SQ. FT. ed .bTyA�`\` 1—SAN— —- / 24' (PRIVATE) R/W I \ I \ S nI 5' SIDEWALK I DB. 5024, PG. 429 \ G V 6' PLANTING STRIP 3' LEAD WALK (TYP.) \ II I \ I -, d \ d e - "NO PARKING" SIGN 06O \ \ I III \I y 122' \ `\ R7-1 SIGN GREEN/OPEN SPACE \ I \ (LEFT ARROW) (10,750 SF) Q h C9 Q 4 cG s CG-9B(WF Q a h \ RELOCATE CG-6 LOT 44 TIE TO EXISTING "STOP" P" SIGN O O N \ \ \ O de °aoor 5333 \ ? CG-6 CURB & SIDEWALK SQ. FT. d ° 30' A LOT 45 R25' �/ / 20' P CG-12 0 & PLANTING STRIP 5' SIDEWALK \\ d (TYP \ \ \ `tee. \ r'o� O @ 3976 8 CG-12 \` `\ \ \ \ \\ \ 9G�c i I SQ. FT. iL 1 ROAD SIGN \�^�\ \ 8 r TIE TO EX IrjG PAVEMENT 0/�/ I I a \ \ J ART F---i---- \% VDOT-STD. Y-2 8j rpue<<'QNE I I p �- LOT 46 / : '.\�\ / / \ Og 4704 C� R/4V I I ` s \ �` I 6835 .�\\ SQ. FT. FPW PG 389 \ \ \ \ \ I \�� op i 18'DRIVEWAY /yam / Q6 C&G LINE O`C c� G EXISTING CG-12 TIE TO EXISTING / � "� CG-6 CURB & SIDEWALK ''� VDOT STANDARD PARKING STRIPING ,` J Q ca� �/ STOP SIGN R 1 \\ \ I1 \ (TYP. WHERE SHOWN) Q ao --r--------}-------------- - ---------------------------------- ' '"(6) -- DECIDUOUS l l 1 I -------------------------------- ----- - - ' TREE(TYP) l I 1 ADJUST OPEN SPACE PARCEL b II' I 11 TO COINCIDE WITH EX. STORM EASEMENT s 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 Q E ¢ LL o 3 LL V- V- I` rl W ¢Jvs? Z W W W w .J.-u, O o zFP"�•, � UUU ~ = X V w aiw p >j� Ulx vry Z 000 c a, d d d Lu d v M7 V) V) O ti ti ti m > > > Ui z M 0 x M 0 rN 0 w w W r\I r\I r\I a z ono 0 DATE 0 0412612021 } DRAWN BY J. FOX • DESIGNED BY • J. FOX • CHECKED BY • C. SHIFFLETT SCALE 1"=20' U 0 Q z Z Lu LLJ � F J m � Q 0 V1 > ° Q � J J z z < H� O U 0 0 JOB NO. 47652 SHEET NO. C4.0 0 0 3 a 7 00 vX o -z .20 0 c m- a a0 0 Z zN Od a 2 x o �§ a d � 2 Y M � X C 0.0 d 6 £ 2 m h m C >_ 06 a c 2c 10 a 0 o c 2 �N N C c 8 nE w c E L 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 \ \ \ \ 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 v FOR USE IN RECORDATIONS. o O �+ o a m c C �v/,S F LET >: -0 0; 0 Lie. N 3/300 �Ak N � 14 r vow 00 AL rTl 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 - I I_ ------------ I = = = I I GREENWELL LANE INN 24' (PRIVATE) R/W SAN— — — DB. 5024, PG. 429 LANDSCAPE EASEMENT (TYP) — — — — — — — — — — — — — 4 "O titi °p�c sblll ____ /7 / I VV I r8.w l �RXp 4p"B �ApNE ll F , 4 PG 389 C 4>O &G — coo, 5 ,�aJ^ I I I I I I I I I I b V I I " (6) DECIDUOUS I [I TREE 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 vL? Z W W W w .J.—an O a 000 a�NN W M ~ = V X �� vw o »> Z 000 Ix vry = a, a a a Lu 7 W J Lu Lu ui z 0 O 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 O a Q J 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 0 0 3 c a 00 vX 2 -z .2O 0 c �- a c m a- O w (D W.� Z zN od a 2 x F N o 2§ a d � 2 Y X0.0 C 0,6 £ 2 m h 12 m C d `o E m 06 a c 2c 10 a 0 0 m � c 2 �N V = c $ nE w L F E L \ 12" x 12" TS&V 12" MATCHL_ \\ \\ s MHS INE RECEIVING PIT TOP=682.73 \ \ C&G ` \ \ , \ \ \ MANAGED SLOPES r . �\� �1 2 K' INV 1N=665.73 8" PVC (SW) '_ET W/GRATE \ EP \\\ \\\ - - - _ _ �N2 OU 65.23 8"PVC (NE) / / �p � _ `�. TOP=681.26 OL TRA/L ` ` - - - - - - - " A A a m CLINT W. \ DRIVE �12"W_ rnca�oC :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/AITKGIS n 47 G) 4� n ` •'l� 4ji /W) �12"W1, U170� • OB. gp38 SO CURB INLET W/ GRATE \ CMG w w w y ; O Lie. N . 34JS0 = PG.'�� TOP=682.34 \ \ EP MANAGED STEEP SLOPES (TYP) N °r° v r SD CURB INLET W/GRATE •01120122 G�-�� DB. 2886, PG• _ \ \ TOP=688.50 P INV 1N-678.24 15-RCP(SE) I \ \ �I� /OVAL �, , ------- // ----- INV OUT-678.1915 RC ( ) I \\\ \\�I � MHS m INV OUT=684.4015 RC (SW) -- W c \ \ TOP=682.87 > r / as . '. r °; .. ` ... a CON'C.. SWLIC >.. ' a .. \ : > ,. --- J \\ \ INV IN=66717 8 PVC (SW) RCP PSW �~ 1 HS INV OUT=666.97 8" PVC (NE) TOP=683.10 C&G o ` z INV IN-668.48 8"PVC E) N COORDINATE WITH ACSA TO L00 ":> �� INV IN=66790 8" PVC (SW) SD CURB INLET W/GRATE MHS EP o WATERLINE UNDERNEATHOL� \ _ tr '> `,' 15 MCP INVOUT=667.708"P C(NE) TOP=684.60 TOP=683.54 > E TRAIL DRIVE TO THE EXISTING 12" 22.500 `. tr' INV IN=680.70 15" RCP (SE) INV 1N=675.598"PVC (SE) U = - y, LOT 39 - INV OUT=680.60 15" RCP NW INV OUT=675.44 8" PVC (NW) w > 3 WATERLINE EAST OF OLD TRAIL BEND - > \ '.\ ( ) u w 3 DRIVE. 12" x 12" TS&V TO BE USED. LOT 38 I ° " ' \ '. ` - ¢ LL o 3 N LOT 37 LOT 36 s \\ .''---------_--- ----------15 RCP-----�-_ w w L M 2 2 2 METHOD OF INSTALLATION TO BE \ \ JACK AND BORE. SEE NOTE ON LOT 35 I - -- 15" RCP a SHEETC7.1 - I � x• tr � orn SINGLE TAP .. .... _ .. / \ BORING PIT LOTLOT 33 - - _ _ - - - - - ' \ WM (TYP.) _ . '>LOIVC.�SW .: Z F Y v V d// \ ACSA MANHOLE# OLD-TRL-VIL-37-1. TIE LOT 32 LOT 31 SD CURB INLET W/GRATE = v N z O O O FHA INTO EXISTING SSWR MANHOLE. ' I I I LOT 30 \ \ \ x ¢' O \ I CONTRACTOR TO NOTE THAT MANHOLE v I / LOT 29 LOT 28 LOT 27 = - N W W W MIGHT NEED TO BE REPLACED DUE TO I > INV IN=684.04 15" RCP (NE) o a� j � � � \ \ \ REVISED PIPE ANGLE INTO THE MANHOLE z INV _ w O O O \ \ \ \ ' ` ----_ _ �i i I INV OUT8683469 15'CRC(P (NW) \ 3 x 6" TEE zi \ --- II - \ ` I _ _ TMP 55E-01-7A-26 o H - - - _ SOUTHERN PROPERTIES LLC 15" RCP \ I I I 1 - - - DB. 5071, PG. 231 MHS =67227 \ '' 302 Il _---------------------_ _-- TOP=68714 0 1 L 12 EXTEND EX. FH \ \ ----- ; AS REQUIRED INV IN=676.99 8-PVC (SE) 2" x 8" RED. _ I I INV IN=676.84 8"PVC (SW) 22.5 +45° 30 I I I TO AVOID CURB p \ \ & 8" GV - � - ' --- I I I i i I INV OUT=676.74 8" PVC (NW) � _______ , L SD CURB /NLET W/GR 300 BEND 11.25° SAN ` -------- I F I \ \ I y SAN 304 SAN TOP=687. 94 w N N N X.) ----- - - > o 0 0 f - ---- TIE TO EXISTING VCLASS'lDOT TD - - I L- ---- 8" WATERLINE ---- INV OUT=681.54 15" HD = a N N BROMSTONE I 1 \ 11.25' 306 - SAN p 2 BEND 12" TEE - I ¢ ti ti SWM FACILITY L-1 1 p 7 307 8 _ _ - - - _ _ z ono I I o 1 (RETENTION BASIN II) I I = i "W I SAN -I--SANN-r _ ' � 8^ I ; in DATE APPROX. W.S.E. + +/- 672.60 PER _ - - I �- MASTER SWM PER PLAN =i v LOT 40 11.25° - --____ - 8 I -----j f s SAN - -� > I 310 FENNEL ROAD ; / } DRAWN BY f _ - 8 W `--- ------ - - - ----- 04/26/2021 1 (VVP0201600009) D BEND i - 30 O I =1 -1 318------- _ r - ----- 8„W VAR/ABLEW/DTH / VARIABLE WIDTH 1 I I N Z m o SWM FACILITY EASEMENT 1 o D N -I R_ z J. FOX m / I (PRIVATE) R/Wr - - - 1 I 1 \ o I I o Z 1 / I- --- `-- - DESIGNED BY DB 5074, PG 23&-C / 11 (T 662 11 `` 1 i 11- l • I ---- J. FOX m l i ____- 316 II I -------- I-------' I 1 _ KK m A 8" CL 52 h I 1 - I CHECKED BY 1 11 1 1 1 A LOT 41 zr WATERLINE 11.25° BEND I I I I • LOT 47 (ADU) 1 I I I • C. SHIFFLETT 1 1 4" SSWR LOT 48 CONNECT NEW LATERALS 11 \ \ LOT 49 LOT 50 • SCALE 1 1 � 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 CUhB INLET W/ GRATE 11 1 1 \ I 1 GRAVEL WALVONG PRAIL\ LOT 54 LOT 55 W I TOP=68787 �___- I LOT 56 (ADU) I INV IN=1580.67 15" HDPE (E) 1 (�LINDYBAINLOOP) I �- `- - 1 LOT az I � _ MHS I INV 1N=�80.82 15" HDPE (SE) TOP=685.49 I INV OUT=680.57 15" HDPE (NW) 1 - INV IN=6779918" PVC (SE) I 1 SPLASH BLOCKS TO BE 3 l�t I ( I INV OUT=677�4 8"PVC (NE[) 1 PLACED AT DOWNSPOUTS 11 (TYP) 11 ``\` i \� I I ¢ �'�C am 8. SAN. SSWR 8" CL 52 I GREEN LANE (, LOT 43 WATERLINE ALL AREAS DOWNIAILL OF S SH BLOCK MUST BE STABILIZEDIBEFO�EOOF DRAINS b 8" f I 24' (PR/VATE) R/W ARE BE STABILIZED ZE PISCIBEF E TO SLOPES I tP s - sAN- - �- DB. 5024, PG. 429 SD CURB INLET W/GRATE I i \\\ / �t TOP=682.03 v (� WATERLINE INV 1N=675.03 30- HDPE (SE) SD CURB INLET W/GRATE U / DEFLECTION (TYP.) INV OUT=674.30 30" HDPE (NW) TOP=683.93 INV 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 13r Oui 1 \ \ \ / LOT 44 1 INV OUT=678.03 15' HDPE (SE) N Q LLJ -_15-- QLL J C J 12" GV I x 6" RED. % / ---- _ &6"GV / j - _ �I z LOT 45 \ 12" TEE / EP 24 o MHS TOP=683.23 1 i s>. Lq \ f----I I , mtj NE I �\ \ . lNV IN=670.03 8" PVC (SIN) �[ p BL/L• LOT 46 INV OUT=669.93 8- PVC (NE) / l a„w Q 4704 PG 9� \ \ 89 SPLASH BLOCKS TO BE \ `\ PLACED AT DOWNSPOUTS / i? Z , a^(yam y �G - \ \ \\ (TYP) C J ACSA MANHOLE# OLD-TRL-VIL-23-1. SD CURB INLET \ TIE INTO EXISTING SSWR / NZ O 1V ca^ / TOP=682.55 \ \ 48" HDPE 1 \ \ , Q`� ^O y / / INV IN=674.25 30" HDPE (NE) \ ` \ INV=671.85 1 \ \ MANHOLE. CONTRACTOR TO NOTE ^ y yy ! INV OUT=673.80 30" HDPE (NW) THAT MANHOLE MIGHT NEED TO BE V m m• / REPLACED DUE TO REVISED PIPE / b O O O /Q , SD CURB INLET MHD - - - - - - - - - - - - - - - - - - - - ANGLE LEAVING THE MANHOLE Q / / I TOP=682.00 TOP=683.70 12 W - - 12 W- \ 11-r--------�---------------------------------------------------- --- ' " 1„(6) l , INVIN=673.7030"HDPE(SE) \ - - DECIDUOUS l d INV OUT=673.50 30" HDPE (NW) INV IN=67710 15" HDPE (NE) --+--------------------------------------------------36 - - ----- TREE( INV 1N=676.5524"HDPE (SE) 12" x 12" TS&V _ ( ) RECEIVING PIT /NVlN=676.5815"HDPE SW MATCHLIN SD CURB INLET INV OUT=676.50 30" HDPE (NW) roe NO. 1 1 I 1 b I TOP=681.81 1 II 1 I 6 s 61" I I SD CURB INLET W/ GRATE INV IN=673.26 30" HDPE (NE) OL TjQA/L D 47652 MHD1 I I INV OUT=673.21 36" HDPE (NW) DRIVE I` II 1 I TOP=682.37 I j NOVIN=673.1836"HDPE (SE) (V40/ABLE4556, PG. WjGT173 �iJrSHEETNO. 1 1 I I B. , . 0 I I 1 I lNV 1N=672.62 36-HDPE (SE) I I INV 1N=673.63 36" HOPE (SW) OB. 4038 m 0 3 a 00 vX 2 cD -z 20 o� c m- a c m a0 0 w (D W.� Z zN od 2 a o� n d m 2 Y = N m 2 d6 £ 2 m h 0 = 18 d `o E �M 06 a c �a 10 a 0 0 m � c 2 m m N C c8 nE w L F E 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" �pLTFf pFs�� _ \ \�12K , r o ` OOOcI O \ \ -682 _ - - - - - 0/_ TR.4/ \\\ \\\ - I _ 12-W . . . . . - �1 CLINT W. t LER/VE \ \ -12"W_ rno��Q,(z Q _ :Z 25 F LET i a • 1. \ \ W V �v A 0 • (VAR/ABLEW/DTHRIW \ J \ 12„W y U 'u y �j NOTE: • OB. 4556, 173 • "o Lie. N . 54380 GC PG. _ _ ALBEMARtE-C6dAlFYGIS 4) P) .0 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 EX EXISTING STRUCTURES 8, 9, & 19 TO THE SWM FACILITY L-1. LEGEND 682.9 EX 683,13' sww j \\ \\ / / \ \ �h / 688.7' 68 \ \ \ +A 683.39;\ \\ \ \ /6 606 6g� - rn E EXAREA C rq /'7l- - - - -682- - - - - \ i I \ / �- +/- 683.68' seF EX \ /' 60 ,6$9 > O 684.34' EX / / / 1 STR # w v E \ I I L1j \\ \\ +/-685.1Y EX \ / / 1 = �' I I \ \ +/ 685.69• EX m ` ` 1 ~ Lu y ; 2166 1 \ \ \ - +A686.05' 6 EX �� \ TIME OF CONCENTRATION ¢ LL . 3 �i \ \ \ = +/- 686.26' EX EX aw p LL 8 (/1 (/1 SQ. FT. 1719 ` _ \ / 5 \� - ---- \+/- 68743' +/- 688.03 \ \ C '" f ; Z Z rl Z SQ. FT. 1726 / s \ f _ / 6� ---- - \ �+ U'85 ' - \ ¢ U rA Z W W W SQ. FT. 1721 \ - _1_L 86 ------ --- w -� O SQ. FT. 2084 8 \ - o o ry 8\ --- ,-11 / 6,\/ / - - 689.3' �v�irv� a 000 0.08 0.90 - - - - -SQ. FT. d/ 302 ■ 2021 \ / \ - - 1-LI / J_1 ul Z Z Z A� SQ. FT. 1629 \ / / �1 L' I / o ¢ v O O O O ` _ / SQ. FT. _ 1618 \ I / I 0.22 0.95 x v ry Z U U U I /----682 -� / * _\ __SQ.FT.i 2014 / ENCNMA \ \ xv>N O T =6MIN -_ ` \_ - -_. kNILINSWLI \ am to WWW 0.29 0.80 iSQ. FT. 68 1640 ~ ------ i / \ 8 2135 2135 LEV- - rn s6 EX. 19 o rn .. d d a I 6Bv \ SQ. FT` SQ. FT: _ 'SQ. FT. 2084 9 \ 222 SQ. FT.\\ \ - I --_ _ 'll r r - 304 •\ L_ \\ -}\ _■,■' ■��■■ ■■■■■ - \�\ Tc=6MIN \ 301 \\\ ` I ------- �' J I I/�/\I/ Q ��\\\`- _ _ 81= 679-_ _ 2 \ \ �\ ■■� ■■ /\/\ ti ti ti Tc=6MIN Lu Lu Lu �80\`� . TMP1Iyy5��5E017AT6 ' ■■ �°� 441 30 661- 680 0.29 0.84 ■ 300 SAN rN \ VDOT $TD I I - - ■ ■�■ 4 CLASSII ` I _- ■■■� \, ,-�-sAA✓ \ - Tc=6MIN > Lu NNN BROMSTONE I II / 306 _ - 5 ■ �� , _ ` � \ ` - \ l o o Q RIPRAP - \ I ■ - /� o ' ` �� 307`! ` -sA --_ - -__-_ O o"o WIDTH - 9' - WIDTH = 29' I / - - _6tp 6 I \ DATE 1 \ ■ � �+* � , 1 / a I 3111 � �� -E ��,� l � - sAN- - I s - 1 � LENGT \= 20' \ ■ . / - I rn: ■ / - SANt- - - • DEPTH =Ig„ I i „ -------- - - caws80 ` - , - rn \ \ � ■ ■ ■ ■ ■ 0412612021 Oa, / I s -y\ \ \ tea' It ■■ ■ ■L■■ 1 ■ ■■■■�■■■■■■■ p - 81- \ 309 Q6+� _- - T'�T�� Y DRAWN BY \ \ I A T '/ 318 -ir------- - 1 -- l - - _ _ 6 �� 310- VAR/AB¢EWIDTH VARIABLE WIDTH \ N Z m / roo 1 - ------- O A � / e ss2 - SWIM FACILITY EASEMENT \ ` I o D / to - (PRIVATE) R/Wr \ ` J. FOX 3 4 / 1 . / _ ¢ DB. 5074 IPG.2341C p C 1 . \ �- - \ - - - . • DESIGNED BY m ss2 316 I �, I / ` I i ■ II' • J. FOX 1 m A 0 - _ 0.20 0.87 : 1 I : 1 - ■ 0.09 0.95 • I • CHECKED BY 3 \ I / 308 �' ■ II ■ I ■ EX. 8 • C. SHIFFLEIT 11 \ \ SQ 2445 \ s 1 /1732 /'■I ■SCALE 0 2 SQ. FT. e1738 1735 T Tc = 6 MIN 0 �jSQ. FT- SQ. FT. . 2203 6� c _ MIN 6 ■ ■z ■ 1" = 20' : cop - \ I SQ. FT. / 2145 ' ■ ■ \ \ / \ SQ. FT. 1732 1 \ \---- / / \ - / SQ. FT. 1732 1730 SQ. FT. SQ. FT. 2016■ ■ I ■ _ I 1 / SQ. FIN 1 ■ � 113307 \ 683 ( • - - ■ 1 1 -68� CL 1 \ 11 1 \\ 1`` i \ �Q■■■ slit ■I I \\ \ 1 ` \\ 111 i •\ ,- - - - I I _ - - - - 686 686 Ego II ) NJ ` 1 ` 1 _ _ \ , ■ 0.08 0.95 GREIENWELL LANE (, \ \ , 554' \ \ \ - 1 SQ. FT.* \ '✓y 1 \ \ \ s86 EX. 211E I / DB24'( 5024, PG. 429 \ 1 I \ I \ \ S I Tc=6MIN ■ ■ �/ 681 681 \ • s ■ ■ Tc = 6 MIN\ III U 40P 0 0.49 0.84 318 \ \ 1\ \\ 0.36 0.65 0-68 Q a LJ.J z Lu ` \ ~~�Tc = 6 MIN -\ ' \I EX. 215 ■ h Q \ ` \ 1 \ \\\ \\ \\ ��• \\ wz I -- -- - - ---- Tc=6MIN ■ Q �� •^l J *33 / 1 ■ I ■ Q LLJ �`\ \ \ SQL \ \ / 1 1 I ■ ■ J co to 682.7' Lu / C \\ \ �� \� � az�� 1 \ \ �. / .. 1_ � _ - •mow ,(� / \ \ • � --- I � \ _ sea. _. _ - •{/ l \ - �� I • H� 0 LJ IN MEN 44 p/y' / \ I _ \ \ 1--r--------�-----�- - - - - - - - - ----�-1------------------------------ --- I----- 'gECIclDuous l l \` I --+-------------- /-------_------------ ----- ------- v\ --- - JOB NO. 11 1 1 I 11 I b l l - FBOb II I s SCALE V=20' 47652 SHEET NO. 1 I 1 i i 0 20' 40' C6.1 0 m 0 3 a 9X o O -z .2O 0 c mw a a- O w O Z ZN Od a 2 x F m o 0= E '§ a 2 Y X C 0.0 m 6 £ 2 dh 12 m C d `o Eg aM 06 a c �a 10 a 0 o m � c 2 �N 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 �pLTk OF'09 `I�L j CLINT W St •v�2S F LET r� • 1. • Lie. N 54380 �Ar avow C' G ~0NNNN ^� E 0 N OV N C > E STA 12X w v E STA 10+00.00 . JC:`. STA 11+54.7g STA 12+70.84 ' TOP 679.58 u w 3 TOP 683.23 `.,4,/ TOP 680.12 3 TO�X. INV IN 668.48 (2-1) a a . 3 INV OUT 669.93 (Ex4-3) INV IN 668.80 (Ex 3) INV IN 668.48 (2-1) STA 10+02.47 2 INV IN 667.90 (3-1) " o � � � INV OUT 668.60 (3-1) INV IN 667.90 (3-1) TOP 681.15 INV IN 668.48 ex pipe) � W M a a Z w o m. h h h INV OUT 671.64 2-1 ( pp) a� 6 °? z u, u, w 685 INV IN 668.48 (ex pipe) 685 685 ( ) 685 N amN a 000 Z ~ Y v V 30U) w 222 a w p » > U)_ �ry z 000 rn d d d w O O O qu d n � � v j H ui cc z 0 x (D x 0 w w W N N N _ ~¢ ono a o C.ZZ� z ono 0 DATE 0412612021 0 } DRAWN BY J. FOX • DESIGNED BY • J. FOX • CHECKED BY • C. SHIFFLETT SCALE • H: 1" = 50' V.1"=5' 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 12+50 SANITARY STR EX4 - EX1 SANITARY STR 5-2 • HORIZ SCALE: 1 "=50' HORIZ SCALE: V=50' • VERT SCALE: 1"=5 VERT SCALE: 1"=5 690 690 U 685 685 j U 8" CLASS 52 DUCTILE O IRON WATERLINE M� W Q Z 1 (D W W 'LLi 11_ � a J m J } J Q _j LL CROSSING ~ }o} J_ z J I� U ,.�/� U 8" ANITARY I..L_ NOTE: CONTRACTOR TO COORDINATE WITH ACSA0 0 ON INSTALLATION AND SPECIFICATIONS OF 12' WATERLINE J UNDER OLD TRAIL DRIVE. VDOT PERMIT SHALL BE OBTAINED O 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. 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 - ORION LANE WATERLINE FENNEL ROAD WATERLINE JOB NO. HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 47652 SHEET NO. C7.1 680 II 680 EXISTING PROPOSED II 8"W TERLINE 675 GRADE GRADE CROSSING 675 5"STORM ROSSING670 670 Ex4-3 � 154.79' OF 3-1 8"SDR - 26 1 6.05' OF Q 0.73% 8' SDR - 26 665 0 665 660 660 655 655 EXISTING GRADE 680 680 PROPOSED GRADE 675 8" 12" CLA S 52 DUCTILE 675 BEND WA RLINE IR N WATERLINE AS NEEDE TO ACHIEVE CLEARANCE 18" STORM 670 670 w w 8" SANITAR SEWER 3 665 CROSSING z 665 Z O U w z z� �w �� 660 W ~ H Z = 660 �� Z X> � J OW W J > 00 J w � z C� LL `� 655 � 655 EXISTING GRADE � PROPOSED GRADE 680 680 8"WA ERLINE CROSSING 675 675 1 "STORM CROSSING 670 670 103 -1 8"SD OF 3, -26 665 665 660 660 655 655 PROPOSED 685 APPROX. 75 F OF EXISTING GRADE 685 JACK AND BORE GRADE UNDER OLD RAIL DRIVE 3.3%/ 680 � 680 3 5' 3' 4 I 8„ 675 8„ 675 BEND WATERLINE 15" STO M AS NEEDED O ACHIEVE CROSSI G CLEARANCE � 670 24" STO M 15" STORM 670 CROSSI G CROSSING z � w w z O F 665 � z 665 W J O SEWER w � w � o CROSSINGS Q zo z 3 J J CJ m Q O (7 C) ap 660 F� W N W w °p W O 660 � =O � � H Ox � 2 O � O W � Oz O p � v W � u� 655 F In N N N 00 N N N W � 655 L 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 co 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 _ CM 4 u) u•1 r co + �o �+ 8 11 11 w 11 w 't00 O 00 + (0 II II w FJ mw >a a .•1 � I I II > >a Q_ 685 685 g 00 / 680 If 680 675 675 670 670 p(O N� N� No u'i Nrn �03 N p� NN �r N M0 ((i,°O°• N� �rZ "SC) 00 00 00 - 00 CD 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 U-) o•) :i 066 .0 n + (a00 C o jII U n w ; W RQr. O N MoCO + 690 II r` 690 Q �w W + 0 °p (0 as 1>11w Q 11 F J w� W 685 -> > 685 Q_ 1 4 680 2 50% _ 680 675 675 670 670 0) I\ N h V (j 0 00 C 00 o o co o �C 12+00 9+50 ,Q+QQ „+QQ FENNEL ROAD (PRIVATE R/W) 14+00 15+00 15+50 9+50 ,Q+QQ 11 +0 0 13+00 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 l � +/- 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 1629 \ ORION LANE FINAL o az I 683I \S° _ SQ. FT.-1618 \ \ Fo14 / i \ - /I ��.. - -683 - SQ. FTy SQ. FT1 6g 2135 1 m s .. :cr , ,. 2135 1640 B Length a NumberRadius Line/Chord Direction A Value , � �s-3::<:' '��''�`"'' •' �•,,..,,J:::::::. / �� \ \ - SO. Fr. ::.;.!.',.fx!rpxl11 ': 6$ �- � - � \ - - SQ. FT. SQ. FT." \ � 0 \ - � ':::!!!!xvgy;K"':� I O)\ \ -679- - - � � TMP 55\t 1-7A-26 C5 231.700 200.000 N21° 36' 05.64"E 0, s B \ 6 ;1 / O F � S \ / i 1 � \ � SOUTHERN PROPERTIES LLC \ \ 6 r � \ r \ 8 \ 1 r r X` r OB. 5071 PC\i'2 31 \ r r \ � r L6 25.046 N54° L7 62.788 N1 I 11+L Lo 6 7ggT - u r: r r 6 S r I r r r - 1 ar w a, +co r r I � Q Q FENNEL ROAD FINAL Number Length Radius Line/Chord Direction A Value S �t \_ I -, 14 -�... 00 C 8 35.000 S 5 8 56 6 -, s 14 48.9 (v 1 8 - - H i ri 4) - 8 •;,,. ' 7- 0 e � ROAD z 1 \ ti 428 / - -( � 6' � VAR/AB E WIDTH v SQ. FT. :� ';' ' C2 200.573 5935.367 S21 14 25.89'E o � ' ' "'r"""'"'"' "'''' � ' - o O . M 82 - t� (0` m P ni w r TE R,W - / a F.0 1 5074 IP Q 734 n'1 r m 1 , C � 1 a' r C3 10.868 990.000 S220 06' 28.52"E o Z c _ _ - / I ;5rir,�";"�,r 1 1 r vlir 682}\\ 1 m 'O0 v» 4 .1 1 2 .27"E C 38 58 5 0 000 S 5 00' 53 I m o' / N3 m- L8 39.095 S270 09' 29.58"E 3122 0 SQ. FT. 244 L9 52.576 S220 52' 16.96"E \ N� SQ. 65, 1 r. _ s1 3 . s1 zz 6 - I L10 34.195 S190 36' 29.60"E 1 iI i o \ 6 \ I S° T. S22145 SQ. FT 1732 173 L11 11.774 S50° 34' 22.93"W 1 \ sQ. sQ. F . zo1 ` � 6gz sQ F �I I I I 3307 l\ 683 - 1L686- \ SO FT. 680 f 1 \ \ \ JI a 68S . 687 - - ` GREE 24 5549 SQ. FT. 1 \ Py 0(5� \ \ I n 81 - \ 41 1 \ 1 \ ;rrNrJ` 5rii r rrlri' zx-b8 i Q�4 � \ / % SQQ.. FT. 684.2' 684.3' '50 68i / 1+ 3976 SO. FT. I i 684 - I Zv 01b 14+00 14+50 b14,I k pF too �`A �: CLINT W. 8 F LET >� • Lie. N 54380 �GCZ 01/20/22 -eeq ^� E 0 N OV N C > E w O E w i 3 a o 3 u.0 ��I` W t�0 ,^-, aJ U0? Z W W W w „Jy -(n O Z �(nNN O_ bb0 �L + UUU Z ~ U) V 30 /1 w 222 �Ja' U) vN Z 000 U Q N c a, d d d LU O O O 7 ui M 0 0 x M 0 x ~ ^( ^( N w w W N N N Q p c ti ti Z otio 0 (O DATE 0412612021 0 } DRAWN BY J. FOX • DESIGNED BY • J. FOX • CHECKED BY • C. SHIFFLEIT SCALE • H: 1 " = 50' V.1"=5' U I\ U M0 W Q Z (D C) ct� W w > J_ w COL Q � J m � p Q J z z < H� O U 0 M JOB NO. 47652 SHEET NO. C8.0 L � pLT H pF s09 `I�L PROJECT OLD TRAIL BLOCK 7C DESIGNER: JLF DATE 11/3/2021 CLINT W. CHECKED: C. Shifflett UNITS ENGLISH 2 S F LET i • • � Lie. N . 54380 �Ar 01/20/22 GO�� AL ~�NNNN ^� E 0 N OV N C > E w 0/ E w i 3 ¢ LL o 3 LL h h h W (] t�0 .^y ¢J U0? Z W W W w.J.-rn O Z�� av>ic�v a 000 c�W U U U Z ~ Y V �x 30 n¢ w 222 �� = vry Z 000 a, d d d v w O O O 1 n � � � v H � � � ui rr O x O x ~ ^� ^� N w w w N N N Q p c ti ti Z ono O to DATE > 0412612021 O } DRAWN BY J. FOX • DESIGNED BY • J. FOX • CHECKED BY • C. SHIFFLETF SCALE • N.A U PROJECT: Old Trail Block 7C Designed by: J. Fox PROJECT: Old Trail Block 7C DESIGNED BY: J. Fox STORM SEWER DESIGN COMPUTATIONS LOCATION: Old Trail Village HYDRAULIC GRADE LINE ANALYSIS O z COUNTY: Albemarle Checked by: C. Shifflett Checked: C. Shifflett 1 Z STORM FREQUENCY 10 INCIDENCE PROBABILITY 10 Year J O 00 UNITS ENGLISH Q Q Z J 0 LJJ '. U ^/ LLJ v C2 Q Q L U J m � J Q w I-' o ~ Q zJ � ~� O LL < O 312 677.35 15 2.17 30.77 0.10% 0.03 9.86 0.38 0 0 0 0 0 0 0 0.38 0.49 TRUE 0.27 677.63 682.84 OK -5.21 EX 9 681.82 15 0.25 85.64 0.00% 0 2.43 0.02 0 0 0 0 0 0 0 0.02 0.03 FALSE 0.03 681.85 688.9 OK -7.05 J O JOB NO. 47652 SHEET NO. C9.1 DRAIN. RUNOFF CA TOTAL RAIN RUNOFF INVERT ELEVATIONS LENGTH V) > 311 312 308 0.290 0.840 0.244 0.244 0.000 0.000 8.901 2.168 678.000 676.000 30.772 0.065 15.000 Circular INLET d Q U d G U U � � w U � d > r?aLU W vi CdJ� a aU pU a `�� Ow � `�� v ¢dv�1 c4rc�4 �`F" F.Hw.. 30 ri � 0 �w• v p�� U �� F rn a� wvi a >?�V � U.wV. a $ Sag Inlets Only � z a m � d 302 DI-3A 2.000 0.080 0.90 0.072 Back/Lt. 0.000'RIGFLC 0.072 4 0.288 0 0.001 0.0208 4.362 2.000 0.45851 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 0.288 0.001 2 0.288 0.951 0.125 0.333 0.375375 2.951 3.811 Weir Flow 304 DI-3C 8.000 0.247 0.90 0.2223 Back/Ix. 0.000'RICdI 0.043 0.25 0.01075 Back/Lt. 0.233 4 0.932 0.252 0.001 0.0208 9.660 2.000 0.20704 0.0833 4.00481 3.50 Back/Ix. 0 4 0 0 Ahead/Rt. 1.184 0.001 8 1.184 1.503 0.125 0.333 0.375375 3.503 6.020 T > 6.0 ft 308 DI-3B 4.000 0.190 0.90 0.171 0.000'RI(i£i 0.010 0.25 0.0025 0.174 4 0.696 0 0.696 0.0200 0.0208 2.398 2.000 0.83403 0.0833 4.00481 0.999 3.50 0.1458 0.1665 6.327 4.000 0.632 0.835 0.581 0.115 2.099 312 DI-3B 4.000 0.222 0.90 0.1998 O'RI(�IT 0.068 0.25 0.017 0.217 4 0.868 0 0.868 0.0200 0.0208 3.091 2.000 0.64704 0.0833 4.00481 0.986 3.50 0.1458 0.1646 6.988 4.000 0.572 0.783 0.680 0.188 2.271 316 DI-3C 8.000 0.332 0.90 0.2988 Back/IA. 0.000'RI 0.228 0.25 0.057 Back/IA. 0.356 4 1.424 0 0.0100 0.0208 5.871 2.000 0.34066 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0.115 Ahead/Rt. 1.539 0.0100 8 1.539 1.790 0.156 0.500 0.312 3.790 7.171 Weir Flow 318 DI-3C 8.000 0.440 0.90 0.396 Back/Lt. 0.000'RI 0.048 Q25 0.012 Back/Lt. 0.408 4 1.632 0 0.0100 0.0208 6.355 2.000 0.31471 0.0833 4.00481 3.50 Back/IA. 0 4 0 0 Ahead/Rt. 1.632 0.0100 8 1.632 1.861 0.156 0.500 0.31? 3.861 7.d�7 Weir Flow EX 8 DI-2B 6 0.090 0.90 0.081 O'RIGFIT' 0.081 4 0.324 0 0.324 0.0150 0.0208 l.(i64 2.000 1.20192 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4207 6.000 1.426 1.000 0.324 0.000 L664 E}L 9 DI-2B 4 0.030 0.90 0.027 O'RIGFIT' 0.027 4 0.108 0 0.108 0.0150 0.0208 1.103 2.000 1.81324 0.0833 4.00481 1.000 3.50 0.1458 0.1666 2.652 4.000 1.508 1.000 0.108 0.000 1.103 EX.19 DI-2B 8 0.220 0.90 0.198 O'RIQI'T 0.198 4 0.792 0 0.792 0.0150 0.0208 3.257 2.000 0.61406 0.0833 4.00481 0.981 3.50 0.1458 0.1639 6.186 8.000 1.293 1.000 0.792 0.000 2.313 PIPE NO FROM POINT TO POINT AREA "A" Acre (3) COEFF. "C" (4) INLET TIME Minutes (7) FALL In/Hr (8) Q CFS (9) of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Sp an/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) INCRE-ACCUM MENT (5) ULATID (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. EX.19-8 EX.19 EX.B 0.222 0.950 0.211 0.211 0.000 0.000 8.901 1.877 681.540 680.670 36.575 0.024 15.000 Circular ]0.790 0.001 6.612 0.092 EX. 9-8 EX.9 EX.B 0.030 0.950 0.029 0.029 0.000 0.000 8.901 0.264 681.450 680.820 85.639 0.007 15.000 Circular 6.001 0.000 2.429 0.588 EX. 8-310 EX.B 310 0.090 0.950 0.086 0.325 0.000 0.588 8.522 2.769 680.570 680.250 52.254 0.006 15.000 Circular 5.475 0.002 4.484 0.194 309 310 308 0.000 0.000 0.000 0.325 0.000 0.782 8.405 2.731 680.150 676.000 125.467 0.033 15.000 Circular 12.724 0.002 8.276 0.253 INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In) DESIGN DISCH. Qo (CFS) LENGTH PIPE Lo (Ft) FRICTION SLOPE', Sfo (FT/F� FRICTION LOSS Hf (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface 9evation Rim Bev Comments Vo Ho (Ft) Qi Vi QYi Vi*2/2g Hi Angle HA Fit 1.3 Ht 0.5 Ht 302 672.97 24 14.29 79.57 0.34% 0.27 6.18 0.15 14.08 6.16 86.72 0.59 0.21 20.19 0.15 0.5 0 TRUE 0.52 673.49 681.02 OK -7.52 304 673.57 24 14.08 143.5 0.33% 0.47 6.16 0.15 12.27 6 73.59 0.56 0.2 89.44 0.39 0.73 0 TRUE 0.84 674.41 679.7 OK -5.28 306 674.49 24 12.27 28.81 0.25% 0.07 6 0.14 6.13 8.54 52.39 1.13 0.4 88.71 0.79 1.33 0 TRUE 0.74 675.23 679.47 OK -4.25 308 675.23 15 6.13 132.16 0.77% 1.01 8.54 0.28 2.73 8.28 22.6 1.06 0.37 91.29 1.06 1.71 2.23 TRUE 2.13 677.35 682.71 OK -5.35 310 677.35 15 2.73 125.47 ° 0.15/0 0.19 8.28 0.27 2.77 4.48 12.42 0.31 0.11 0 0 0.38 0 TRUE 0.38 677.73 681.71 OK -3.98 EX 8 681.25 15 2.77 52.25 0.16% 0.08 4.48 0.08 1.88 6.61 12.41 0.68 0.24 57.1 0.38 0.7 0.9 TRUE 0.53 681.78 687.87 OK -6.09 EX 19 681.78 15 1.88 36.57 0.07% 0.03 6.61 0.17 0 0 0 0 0 0 0 0.17 0.22 TRUE 0.14 681.92 688.9 OK -6.98 316 675.23 18 6.79 26.52 0.36% 0.09 5.12 0.1 3.66 4.42 16.21 0.3 0.11 64.87 0.17 0.38 0.49 TRUE 0.34 675.57 679.68 OK -4.11 318 675.57 15 3.66 34.92 0.27% 0.1 4.42 0.08 0 0 0 0 0 0 0 0.08 0.1 TRUE 0.15 675.71 679.67 OK -3.96 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