The URL can be used to link to this page

Home My WebLink AboutSDP202100036 Plan - Submittal (First) Initial Site Plan 2021-04-26OLD TRAIL VILLAGE -BLOCK 7C SITE DATA: TAX MAP PARCEL: PARCEL AREA: LIMITS OF DISTURBANCE: 055EO-01-7B-00000 MARCH MOUNTAIN PROPERTIES LLC DB 4954 PG 18C 3.05 ACRES 2.73 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) OVERLAY DISTRICT: N/A 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 TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 2.54 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 60 PARKING SPACES REQUIRED TOTAL PARKING PROVIDED: 2 SPACES PER SINGLE FAMILY ATTACHED @ 30 UNITS 60 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. 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 ■m�a�ru»�_va�le�.�� APPROVAL DATE INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA 4/26/2021 LAUREL HILLS C R O Z E T Crozet Elementary CROSSING School© -dloHARD ACRES GRAYROCK s W DS GRANT� WAYLAND PARK Jxm.nngiCRtl �` {'' L BARGAMIN PARK el Crozet® • ua�a�c c,,, Rtl Hyland GroupQ w ,I" ° REA y ^$ t as PARK a a s VILL Ary .- - Y, Claudius Crozet P=_rk za P,,,r. 'iq Family Vlneyardig .r.,., SITE .. _ _° PARK VIEW W "o, LOCATION ® Th�ld Trail ip _ B R 0, �rseF Old Trail Golf Club o} OLD TRAIL` WHITE OAKS The SummiI9 MOUNTAIN Apanment Homes HARVEST FARMS 1s ganch O Crozet Meadows 5 QPiedmont Baptist Church 0�. areaO"" 8 Exxont�_Roc` Feather8 ak • �- Photogray� Pro Re Nate ;Q-�qhP WillowEquine O Western blbemarle RA Yancey Lumber High Schocl0 ry r\ Yonrny M i I I S , � Cory oral ion Foll VICINITY MAP 111=10001 H,n,v�,��ille - M 0 BROWNSVILLE HEIGHTS EMERALD FOREST 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.O COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C.1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLTION Ga.; E149919N GQKP. An C4.0 LAYOUT PLAN C5.0 UTILITY PLAN C6.0 GRADING & DRAINAGE PLAN C6.1 STORM INLET DRAINAGE MAP C7.0 STORM PROFILES C7.1 UTILITY PROFILES C8.1 SIGHT DISTANCE PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS NUMBER OF SHEETS = 15 CLINT W. S FFLET a Lic. N . 51156 �4 F 04/ 26/ 21 r;S'O!'AL ��;�•''• rA N Z O E E w H DATE 0412612021 DRAWN BY 1. FOX DESIGNED BY 1. FOX CHECKED BY C. SHIFFLETT SCALE N.A. 1 U 0 z 1 C7 LU V w J � W\ J m 0 J Q U �LL > o J z i--i o U 1< 0 J 0 IOB NO. 47652 SHEET NO. C0.0 L GENERALNOTES D L E e N T LEGEND 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). JUNE 27, 2019 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 STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ]CC/ANSI Al17.1-03. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS THE END OF THE DAY INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. CONTRACTOR. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. APPROVAL IS GIVEN BY THE ACSA. 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 Sin P , rP measurements. Show the as -built centerline over the designcenterline. Distinguish between the design 8m 8n 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 b plat or construction. Y 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 q Y� Y P Y 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. Countybond releases or partial releases will be considered on public roads for all portions approved ( P ) P P PP by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. eP Y P Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. Alter 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 P P PP arY Y of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final puncblist 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. I Nov 2011 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:verticai). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Albemarle County Private Road Acceptance Procedure This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or eotech or VDOT certified inspector. This should include at a minimum g P , a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P sight easements and right-of-way P lats. Plats should be copies of the actual recorded documents g from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. COUNTY OF ALBEMARLE Department of Community Development U niN Construction Record Drawings (As -built) for VSMP The followingis a list of information required on construction record drawings for e9 g 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, 5. Current physical and topographic surve for all earthen structures. Ponds should include a survey P YY Y 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. CLINT W. 7: S FFLET >� Lic. N 54380 mar; 6 04/ 26121 G "ONAL M E 0 o N � N C > E w a E w W 3 ¢ a o 3 p U.- w J U 00 J -Li M (7W NV w 30'x n �_J LL _ U N = �45 F ¢ . 0� ° o, N � M a� W J O W am O oc Z O a U U to w p Z O U) W of w Q p DATE 0412612021 DRAWN BY J. FOX DESIGNED BY J. FOX CHECKED BY C. SHIFFLETT SCALE N.A. U U 0 J �a Z l co > Q w w w J w J m °� J Q w ~ O > 0 J z Z H� O U LL 0 J 0 JOB NO. 47652 SHEET NO. C1.0 L 11MVlan SIGNAGE NOTES: I. ■ 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" S T 0 P (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 I 2 STRIPING AND SIGNAGE DETAIL VARIABLE WIDTH' MAX. CROSS SLOPE 2% NON -SLIP BROOM FINISH 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 9 8: NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE- SM-9.5A (PLACED IN ONE LIFTS) 0 8" TYPE 21 B AGGREGATE BASE COURSE , COMPACTED SUBGRADE > m, m, ,. /j ��j �' _ _ _ _ _ _ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS Y 4 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE LIGHT DUTY ASPHALT PAVEMENT SECTION NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN No Scale ACCORDANCE WITH VDOT STANDARDS. m' R--X a, d ° 1 CONTROL JOINT SPACED T p'. AT WIDTH OF WALK (MAXIMUM) CONCRETE SIDEWALK PAVEMENT SECTION f'A EXPANSION JOINT AT MAX No Scale OF 30', WITH PREMOLDED EXPANSION FILLER EXISTING PAVEMENT PROPOSED PAVEMENT a SAWCUT THROUGH rL MATCH EX. CROSS NOTE: PROPOSED EX, SURFACE uJ PAVEMENT MUST TIE U SLOPE UNLESS OTHERWISE IN WITH EXISTING COURSE w SPECIFIED ON PLANS w & REMOVE PAVEMENT PAVEMENT 2' MIN. PROPOSED SURFACE 2"* COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale CONC. WALK y. d. d �a '; � COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale `ARV 4" 21-B STONE CONIC CURB AND GUTTER CLASS 3A, (Pc=3,000 PSI) CONCRETE CG-BB WIDTH OF C ENTRANCE - 4 s LIMITS OF PEA. iy LIMITS OF PED. 131' .a �, a d' o p ACCESS ROUTE 19 o ACCESS ROUTE L NON -TRAVERSABLE : / n p 4 E /2 WIDTH OF ENTRANCE UNPAVED SPACE P UNPAVED SPACE COMPACTED ' a e a d EXISTING OR PROPOSED EXPANSION JOINT S SUBGRADE a' a ? SIDEWALK OR SIDEWALK SPACE o W ENI TRANCE >, p as 4 S F 2.-0" F J W_ 2 s L EXPANSION JOINT ALL J6 I LIMITS OF PED. o LIMITS OF PED. r o rc CESS ROUTE ® NON -TRAVERSABLE = ACCESS ROUTE ® o e E E 4" MIN. -L a VI I a 1. CURB INCLUDED IN 6 PEDESTRIAN ACCESS ROUTE DETAIL WITH & ? ENTRANCE GUTTER rc a « W WITHOUT UNPAVED SPACE 6" 6" 2'-011 w in Q '�" w ADDITIONAL RIGHT-OF-WAY IS RE UIRED IF THE LIMITS RIPN OF PEDESTACCESS ROUTE EXTEND BEYOND 2 .-'0" -� %D FLOW LINE ? EXISTING OR PROPOSED VDOT R HT -OF WAY. VDOT STANDARD CG-6 CURB & GUTTER 0 ow L ENTRANCE WIDTH NO Scale ABSOLUTE MINIMUM 16. x r EXPANSION JOINT DESIRABLE MINIMUM I6' • �. . p, G. m o IN PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT 3 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A WZ: 2Q,N o Face of Curb /nverf Line FACILITY THAT CAN BE APPROACHED, ENTERED AND J EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB. MINIMUM WIDTH SHOULD BE 6'. lr i = SECTION F-F 6"r D HALF PLAN C R IF PEDESTRIAN ACCESS ROUTES I ARE BEING 2'-0 cA d PROVIDED. A MINIMUM 4' TRAVERS LE WIDTH R"l,,,Jt D IS REQUIRED WITH A MAX. 2% CROSS SLOPE. ' T • /JA�� WHEN USED IN CONJUNCTION WITH STANDARD •• ' D. - D. - D- - D. - D. PARABOLIC CG-3 OR CG.7, THE CURB FACE ON THIS No. • �' ' °• A - ' A - A jI UNPAVED SIDEWALK CURVE STANDARD IS TO BE ADJUSTED TO MATCH THE - - ----- ? A MOUNTABLE CURB CONFIGURATION. oRo4�;o Yo. o N .. NORMAL GUTTER ® ----- ® �iOolrreoYm<nrCrB/e SECTION E-E+rar, s/me�r xx ❑ ^ • li. • e. • �. • e. e. • N. NF OX TO 10% CHANGE m n ge: .>. •e. .o.e 7 004 =e4 r,4004ob=4=4 ��bPS4e4b4 b9 CLASS A3 fH.E.S.I CONIC. /• 21 j 6" AGGR. BASE TYPE I SIZE 218 D- - - J 8'X. 12% MAX.SLOPE S. ® POINT OF GRADE CHANGE • M. ' M• . p• IJ FIGURE 5 -CURB AND GUTTER DETAILS' FOR CURB AND GUTTER ONLY MF � •�, •e. •�. D FOR SIDEWALK CURB AND GUTTER x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALSoo bin . o . o0o The following notes apply to CG-6, CG-7 and Rolltop curb: >I BUILT CONCURRENTLY may x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10-INTERVAL AND r D SECTION C-C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D 1. Curb and gutter Y be precast of Class A4 hydraulic draulic cement concrete or cast in place using Class A3 hydraulic cement concrete. D SPECIFICATION \VD0 Q REFERENCE STANDARD ENTRANCE GUTTER p 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 D VIRGINIA DEPARTMENT OF TRANSPORTATION 07115 to the depth of the pavement but not less than the thickness shown. 1 711 - CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB MA NOTES THAPDR WI ARMS TO AND HET INVERTS N ADCOM.M WITH THIS DRAWING W TO APPLY TO O THOSE SABOVE $ $PECEIEO ST PLMB OR WHERE INVERT OF PIPE S ABOVE NVLAT O I I STRUCTURE. � SU PE TTOO p� To MW SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAM TO INVERT OF OUTLET PIPE ADJACENT TRAVEL LAME ARPNALT PAVEMENT WIDENING { EDGE OF EXISING PAVEMENT AS DETERMNEO IN FELD) TACT( COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPoSED MFHALT LAYERS ------- EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SIBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE MD REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/E INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) : MINIMUM 12 INCHESBl1 OR GREATER AS NECESSARY TO ABUT THE FILL THEOREM OF EXISTING ASPHALT LAYERS AS DETERMINED CORES (SEE NOTE 3) NOTESI 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES MD BE APPROVED BY THE ENGINEER. 2. TIE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SMSU FACE DRAINAGE OF THE EXISTING ND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT OESIGV. 3. A MINIMUM OF THREE CORES SHALL BE TMEN ALONG THE CENTER OF THE ADJACENT TRAVEL VIDE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACES NO MORE THAN 5000 FEET APMT. 4. THE ADJACENT PROPOSED PAVEMENT WLANE SIIAU. BE MILLED A MINIMUM IDENING SURFACE COURSE, UNLESS WAVED OBY1 THE ENGINEER.MKS AND WITH M ASPHALT SURFACE COURSE TO MATCH THE 5. THE ENGINEER MAY REWRE THE MUM DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE M ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS AND MADERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FNK SE TRANSVERPAVEMENT TEHN SHALLW CFORM TO THE REOIEEMEFI NTS OF SECTION 315.05(c)OF THE SPEOCATIONS EXCEPT THAT ALL JORTS AT TEHN LOCATIONS SNARL BE TESTED IBNG A D FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07W OF THE e J METALS OF AVERT SHIPNG AS SHOWN HEREON ARE FOR EXAMPLE I C ',• I FURROWS ONLY. EACH MANHOLE OR DROP NLET 5 TO BE SHAPED ��--Ate.-tr�� INCIVIDIVII-YTO OMOSFLOW LINES.PMTICULM HET AND CUTLET SECTION B-B sPSPECIFICATIONS,•• PLAN METHOD OF TREATMENT IN MANHOLES XV ROAD AND BB STADMOB STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS TRANSPORTATION LOAD B" �VDOT ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SIGN AND POST DETAIL 3oz SHEET 1 OF 1 gEVISHON DALE SHEET I of I REVISION DATE No Scale 1lle.oa 30J D2 STANDARDS 2016 ROAD &BRIDGE STANDARDS 2016 & B I FENNEL ROAD CROSS SECTION VDOT FLEXIBLE PAVEMENT DESIGN (NEW SUBDIVISION STREETS) COUNTY ALBEMARLE SUBDIVISION OLD TRAIL VILLAGE BLOCK 7C STREET NAME FENNEL & ORION EXT. DESIGN ENGINEER TIMMONSGROUP- 1LF 1.5" SM-9.5A CERTIFYING ENGINEER N/A CG-6 C/L 2 , CG-6 F (PAVEMET WIDTH) 2.51 2% 2% y [25 'r-r'COMPACTED SUBGRADE ` 2" BM25.0 6" 21 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 11CAL 1.5" SM-9.5A " CG-6 26' CG-6 (PAVEMENT WIDTH) 2.5' 1 2% I 2% y [2.5' r 1 COMPACTED SUBGRADE 5' 6' SIDEWALK (PLANTING STRIP) NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. E- 2" BM25.0 6" 21A 6' (PLANTING STRIP) 5' SIDEWALK ORION EXTENDED CROSS SECTION (PUBLIC RIGHT-OF-WAY) No Scale SIDEWALK (WHERE REQUIRED) VDOT STD. CURB A CONSTRUCTED ADJACENT TO AND FLUSH WITH INLET TOP DROP INLET (DI-3) WITH TYPE "A" NOSING Z Go J U oa �o 00 0- 0- as o ON O H11± f p`W-LINE •`rr'. ,•.' A :.:. '' :.' ;: .:. A'..li'�.r�`. RPW LINE• 3 5' S' VDOT STD. ROLL-TOP CURB SECTION A PLAN NO SCALE r 0.5' SECTION A -A NO SCALE ROLL-TOP CURB TRANSITION TO STANDARD CURB DROP INLET No Scale _ W Slope break for EW_---- --- --- -------- drainage, if req'd. LL R- 2 Feet a U IT Bock of Curb 0- li: r l i j• Ri �Iif i f l i °Rill I i Jonttri li MDirine Edge of Pavement Driveway Entrance Warp Transition Roll tap Curb Part Plan of Entrance Transition FIGURE 7- ROLL TOP CURB ENTRANCE DETAIL Rodua Return W®P curb profile to match drive Way entrance apron rode 1Rn a leaf each side of apron ODove invert Ine. Driveway Entronce Aeon for Rolilop C.,b Part Section A FIGURE 8 - ROLLTOP CURB ENTRANCE DETAIL SECTION SPECIFICATION REFERENGE 315 STEP 1: DETERMINE DESIGN AADT DESIGN AADT FOR STREET SEGMENT 1 284 NOTE: IF AADT 5 50, USE MINIMUM DR VALUE OF 6.4 SAMPLE NO. CBRT (SOAKED) CBRD RF (APPENDIX I) 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 II) 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 1.5 1.67 2.5 BASE BM25.0 1 3 1.67 5.0 SUBBASE 21A 1 6 0.6 3.6 DP MUST EQUAL OR EXCEED DR VALUE DP 11.1 / PAVEMENT SECTION IS ADEQUATE 1L1 > D D _ N 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 1 23 31 IN 20 OUT TOTAL 11 31 CLINT W. 7: S FFLET >� Lic. N 54380 �AV 6 04/ 26121 G m E CD 0 rn U N � N C > E v E w Lu 3 U v ¢ 0 3 . p U. - w [Y Lu L ¢�_j U00 Z J - Ln M O CT 0 INu N� a zw F? v v 30tn< C3 w Ln S 0 ry U> Z O FL^ = U) N h � M W � fl � ow co, f- it 0 x cD 0 F p w w w U p Z O DATE Unn � 04/26/2021 0 DRAWN BY J. FOX r • DESIGNED BY • J. FOX • CHECKED BY C. SHIFFLEIT • SCALE N.A. _T am U U 0 m a Z UA I � J W > Q LU V _j w v J Z J o" °6 J Q W H� O > O 7 z Z H� O 0 I� 0 0 JOB NO. 47652 SHEET NO. C1.1 a i c L � tr MIN. hnx�I e" MIN. 4 3. a 44' MIN. d 3r •4• r•••e 1e M E !. ,� •4 3Y MN 4: WINGNUT LOCKING ASSEMBLY 1 k BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-78 4" DIAMETER BRANCH AND VALVE -� - WATER ALVE BOX VARIES \--RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLUG VANILa THREADED COUPLING PVC SLEEVE NIPPLE AND PVC o CAP S LUBRICATE ALL THREADS THRUST BLOCK '� METER BOX (SEE FIG. W-7) VALVE 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 NITS FIG. W-8 AIR RELEASE VAO BRASS OR BRONZE PIPE SOLIID CE BLOCKS ID_19 COPPER" SOFT STOP GRADE I GATE I STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WA_' RLINES 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 M-2020 VARIES BOX TO METER BOX (SEE FIG. W-BP THIRD JW-7E). " VARIES l 2" COPPER WATER MAIN M.J. FITTING 4 DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATEVALVEWILLBE4" UNLESS OTHERWISE SPECIFIED BYTHEACSA " SERVICE ONE TO CONNECTAT MAIN WITH X"x4"TEE • REFER TO FIG. W-3 FOR THRUST BLOCK UETAIIS ON TEE. • REFERTOFIG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. USE I5OD P.SJ. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 4 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 METER SIZE DINEASION A DIMENSION B DIMENSIDN C 1 1/2, 3'1' S'O' 3'U' 2' 3.1' S'0' 5' 4' 5' MIN, 12' NIN, GREATER THAN 4' PROPOSALS WILL HE SUBMITTED, B DOOR HINGES I I I � I I I I I I I I I I I I LIFT HANDLE TYPICAL METER VAULT N.T.S. FIG. W-7A TD_14 SIDE VIEW ,75' DIAMETER DRILLED TOLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETERT BEARINGFA E UNDERNEATH `A' X 36' 4LUMINUM ACCESS LATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270� FL 18"-22" VALVE BON 7 CU. NE /jfiB STONE 42"MIN B" GATE VALVE .. I. TEE 8" 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST ` UNDISTURBED STABLE SOIL STEEL PILE III WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 121, • Pa a��io �i"��A � 4 M.J. GATE VALVE WATER LINE L- � . . 2500 P.S.I. CONCRETE 8 d 2'x 2' BEARING AREA. THRUST BLOCK d d, a A d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE 1' COMPRESSION x 31e MALE PIPE COUPUNG OR APPROVED EQUAL Y TYPE 'K' SOFT COPPER NOTE NO S TEO 9TTNGS DUAL SERVICE - TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL � USED ON PVC PIPE. NTS FIG. W-5 TO-9 0 / AMILY RESIDENTIAL SBiNCES OR FOR USE ON ATTACHED DUALERESIDENTIAL J AND IIMOA110N SERVICES oD 2' R 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL O i0R USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE MOE AN IRRIGATOR METER IS NOT PROVIDED. -CAST IRON DD .... FINISHED GRADE 30- MIN. -COPPERSETTER 1/0 BEND COUPLING Y - Lr, METER V CORPORAT" STOP 'If.'•.+„^"1 =a << 4 Y BRICK AS NECESSARY SANG OR DUST UNDER = AND SETTER (2-INCH i:t .�:� �..?:,., ... 4' DIANEIpt DRAIN PIPE, 12- .4 � T..'}q LONG STONE POCKET, COOT MINIMUM 1HICKNFSS) _ „tt;�!,�+u'_yy?)'-��''!, yjy �lA SPEC. 203. N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TDTD_IU FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 180 BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND SPYIZE A B C D E F Y - 1'- 2'-3 r-6 1'- r 1 1/4" r Y- 3'-0 2'- it 1/4' 10' 7- S- r 7- 3'- 2" 1r S- 4'-S 3'-0 r-S S-6' r IW 3'-0 V-B• 3'-3' S-0 '-6- 2 Ilr 4" - 6 X-6 S- 2.'-e• 1'- z'-8` 1 I V r T-0 4'-S V-6 r-6" V-S r 1/2' 10" N-S W-0 S-0 7-9 3'-9 2' tr W-3 X- 4'-3 2' it 6'-0 7'-8 3'-3' 4'-0 e'- 2 7/2" 3'-0" S- 3'-3' 2 1 4" B' 3'-B B'- 3'- 3' 3'-9' 2 1 4' 46' 10" 4'- Y Y- 4'-3 5- 21 4 Ir -3 6'-0 6'-B 2 1/r 18' e'- 11'- Y' B" 6`-0 r-J" 2 1 r 3" THREAD 1 NOMINAL AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B CHART FOR UPPER SECTION VERTICAL BLOCKING N.9IE: STANDARD 90- HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A Top View d 6" MINIMUM 4.' ) 4 . d d, 4" MINIMUM d.. A . NOTE: RESTRAINED JOINT FITTINGS. - Side View 42' Minimum e -_ - dId. I� Q. Certification of 953 C ( compaction Of d Galvanized Steel Beam, W12 x 14 (min. size) •--� .d 3' min. penetration into undisturbed soil or as approved by the � o ACSA. NzaL TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 ASTM A36 AND HEN NOT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" CIA SOIL (TYP) ALL -THREAD ROD WATER MAIN xi ® IS �3 VALVE 1 24"MIN UNDISTURBED EARTH PLAN • CLASS A-3 CONCRETE MEGA -LUG is MIN W ELEVATION UNDIBTLIIIBEO FN1 " TRFACH MIN - WIDTH MIN I � I � 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 NIS Fig. W-30 TDTD-66 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LCOATED WITHIN THE RIGHT OF WAY. VARIES �-30'iz-► 10'= 1 5' 1 1 ._. I I s' I F WATER SEWER 3 z o � � E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER &SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH D) 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-I TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL a24"M1� INITIAL BACKFlLL-\ ., z14dIN * 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 OACKFILL]ZOM UNSTABLE a" s" SOIL\ MIN. MIN.-_ _ STONE RANULAR FILL AS APPROVED BY ACSA STA I bcl STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEET) W.YD. CU•YD. BEND L H T L H T BO 2.50 2.50 3.01 0.24 4" & 6" '� 2.00 225 260 0.15 200 225 250 0.15 221/2 1.50 2-00 2.52 0.10 111/4 1.50 2.00 250 Q70 BO 3.66 3.16 3.21 0.48 45 2.66 268 2.77 0.26 8" 221/2 1.66 2.16 2.69 0.13 3.18 291 266 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 110:.&:,:e 45 3.33 3.58 2.95 0.43 3.83 4.00 2-83 0.82 221/2 2.33 2.58 286 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES 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 FIG.TS W-3 TD-3 CLINT W. 7z S FFLET >� Lic. N 54380 mar; +� 0412612 G�;� ^� E 0 0 0 N Vi N C > E w O; E Q LL o 3 W LL w O mOf M < � U 0000 Z J - LO O ELI d (A N N V W v � O ) x U <oA.�w o W 6 0 U N Z =v >� O_ I � u1 Ln n N w M � a- o w Lo H 0i EL' 0 0 (7 0 O H 0 w w w � UQ Q O z O in DATE > � 0412612021 O r DRAWN BY 1. FOX • DESIGNED BY • 1. FOX • CHECKED BY • C. SHIFFLEIT SCALE N.A. 0 U 0 ma Z ( J >Q W ULcl� w J Q 0 J m 06 J a Cn i� LL Uj 0 J z Z O 0 0 IOB NO. 47652 SHEET NO. C1.2 0 c 5 a a; U c L *,tLTH nFpor SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS i INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 60' DIAMETER MANHOLE ,� 7 CLINT W. LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED, • r • TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE I� mw tP ~ i S F F L E T > ♦ „ • 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 11RW MANHOLE PVC CROSS V� Z • , : Lic. N 54380 C[O BE CONNECTED USING A PIPE SADDLE ,rY4 USE APPROVED FLEXIBLE RUBBER y" e Boor O A1V • 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q FOOT g2 % 04126121 �; me. (1/4" PER �� 0 2 3000 PSI CONIC. BASE ass �G,,• `vr� �) AL 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN ~��448 �4' "0 DIAMETER OF 4". °' GASKETED STOP CDuPLwG BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 27' CHANNEL 1/4" 1' MIN OF 3 FEET. `"• j.;`• DROP PIPE PIPE y f- TREATED ^ ESSASTEED ERY.;(:.:�,•� I� SPACED VERTICALLY ,I ° 1 "'t E FINISHED GROUND MARKER f a 90' RESTRAINED BEND •,,u :b VW BRANCH ¢ p INMIRR 12" > E E i 4• •, A PIPE " a ' MAIN ,ny A A• n.. SEWER PIPE Q ¢ LL p PLAN 2" d ww O tD ,^-I V 00 d - LO Z O PLUG END OF PROFILE w7 cf� ,y SERVICE LATERAL SECTION MAIN LINEflN MIN, 6' BEDDING WITH NO. 68 STONE w v 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO FLEXIBLE CONNECTION NOTE.p FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO x(2) a 0 ¢2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTEDTO BAND EXISTING MANHOLES SHALL oW?0THE DROP FITTING WITH STANDARD GASKETJOINT. w BE CORED AND A FLEXIBLE UrI 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF ~ CONNECTION "BOOT " > _ ¢STAINLESSSTEEL O INSTALLED O t,; U0 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT y0 > Lu WYE-TEE TO SPRING LINE OF MANHOLE INVERT. d PLAN 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. - VARIES 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - N TWO 8" DIAMETER DROP CONNECTIONS. ul SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NITS p 0 N.T.S. N.T.S. FIG. S-I-B (D FIG. S-2 FIG. S-1-C2 - 7) O IY TD-33 TD-30 TD-27 = H 0 w > w w F_ _ ¢ FRAME & COVER �E O DATE FRAME & COVER (SEE FIG. S-I-D,E) In ING BACKFlLL SHALL �mE L3 fum s -� SEE FIG. S-I-D, E STREET SURFACE OR STREET SURFACE OR > 04/26/2021 NTAIN ROCK MATERIAL JN g o NON -PAVED AREA NON -PAVED AREA O THAN 5" IN ANY ION �� E EB vo i+-- SLOPED AREA _..4^.. SLOPED AREA DRAWN BY IMINARGER 8 Iv1 2 _p^ •. RUBBER COATED STEEL STEPSJ. FOX L BACKFlLL*dCAST -O" MAX IN PLACE 1'-0" MAX 6"MINIFTS)EMBEDMENT ROUGHLY COMPACTED _ PRECAST REINFORCED CONCRETESPRING '"DESIGNED BY LINEHANDORAPPROVED OF PIPECHANICAL TAMPER L s E sE sBz �o_0 � SECTIONS WTH "O" RING SEAL c OR APPROVED E(NJALJ. FOX CHING °,Ew D m RUBBER COATED STEEL T-0" MIN CHECKED BY NO. 68 STONE - s 3 ma o' o a S-O" MIN THE DROP CONNECTION SHALL BE STEPS CAST IN PLACE • BEDDING 6" max 4" min z E 4/ \w o 5 E 'z e BACKFILUED DUCTILE IRON PIPE (CLASS 5pOO)) • 5" IBY6HANDTAMPERS • FOUNDATION SHALL BE REQUIRED WHEN SOIL E� E UD E COMPACTED OR 1 BACKFILLED WITH SELF -COMPACTING CPRECAST ONCRETESECTIONS12 MIN "0" RING SEALS A 16" MAX C. SHIFFLETT SCALE CONDITIONS ARE UNSTABLE - � 76' MAX STONE. MINIMUM ELEVATION • T ALL PIPE) 5' 7 n DIFFERENCE ACROSS M.H. 5" 4'-O" N.A. N E �e MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN FROM INLET TO OUTLET �E hu ao$ �� .' ACROSS M.H. FROM INLET TO VAR I R OUTLET SHALL BE 0.20 FEET SHALL BE 0.20 FEET. CONCRETE VARIES •' ,,, A FILLETED INVERT FOR A SMOOTH DEPTH L FLOW FILLETS CHANNEL TO BE � • ..," TRANSITION OF FLOW BETWEEN 3/4 DIAMETER OF NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O INLET & OU LET PIPE SHALL BE " • :• t''Q PROVIDED. CONTRIBUTING-- -- 'a TT ° SEWER. 4• '.! 12 BACKFILLED ENTIRELY WITH NO. 21A FT A FILLETED INVERT FOR A SMOo • 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 r MIN. 6" BEDDING WITH NO. 68 STONE PROVIDED. MIN 6" BEDDING STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 1N E 4 E E b 8 E w >® �6 E �[ � � m rG $� w NOTES: . NOTE : W/ NO. 68 STONE BEDDING OF N0. 68 STONE ' n.. a � 8 � 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL 8E 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 WHETHER MANHOLES SHALL HAVE 0 0 L 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED - -41DESIGN 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 u NTS FIG 8-1-D N.T.S FIG. S-3 NITS FIG. S-I-C FIG. S-I-A O TD-31 TD-34 TD-28 TD-25 Z .--. '^ v, PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, (D J SECTION G OF THESE SPECIFICATIONS. I > I'L TF ROADWAY SLOPED AREA RUBBER COATED STEEL STEPS w L� FRAME & COVER CAST IN PLACE SEE FlG. S-I-D, E 9: ,•.4;..`.R, C•• ': , ^ Uj V J Ir LJJ I cs1 +• (/ss/mm) "A xars 1 1/2' MIT El,( ox 11..�� 27 1/2. OW �� O [� I r PRECAST REINFORCED CONCRETE . -. SEXISTING EWER PIPE ITARY ON BLOCKS SEWER . �� ¢ LU Q 0wX c c I� [IIB7mm] -� [17" �• I- [IXwmm]� SECTIONS WITH 0" RING SEALS OR APPROVED EQUAL , t'-0" MAX 2 -0 ..� DOGHOUSE OPENING SHALL 'w' '. �'�. A' ,:, MIN. 12" CLEARANCE BE PREFORMED BY "" BETWEEN EXISTING PIPE MANUFACTURER OR "- ''Y - i %' %'... AND STONE BEDDING SAW CUT TO FIT PIPE ' • Y,; : - . LLJ m J J ¢ W = PAVEMENT w 28 7/18- DM 8/8• Dz2.nn] [18tnm] e A FITTING MAY BE REWIRED ACSA APPROVAL OUTSIDE DIAMATER PLUS 6". .... -' .y',: ". 12" THICK VDOT LL �� 0 I� LJJ O o ._ 3B• IXe -� n 28• WITH No. 68 STONE BEDDING O 42' MIN. I [Stamm] [BBDmm t t/2• FRAME SECTION [20/m1m3 [38mm] o B'x8'Xt6" AND 4"xB"x18' a SOLID CONCRETE BLOCKS z COATED STEEL BAND OR STAINLESS 0.25' MILD. THICKNESS 42' MIN, cAslwc suUT�s STEEL CASING 12' CONCRETE FILL 2•IS+mm)� (REDLssEO ruax) THE DROP CONNECTION SHALL BE dooCENTER 3'-0" MIN, ' - IRON PIPE a W ISER WALL (4 EACH) DOGHOUSE MANHOLE BASE 0 BOTH ENDS 1 mac! G BDUCTILE ACKFLLED IN LA �' U Dsmm7 N I A y t/B' t/2- I L7o,mn] Ctxm,.l� p COMPACTED BY HAND TAMPERS OR • 5" WITH SELF -COMPACTING ��inuun...unr.nn.n..r....innuna...��,,,+�.nn.,..nn.„i,iilia..... nn.nn...... i. D 22 13/t8' 2 1/8' [B7 /mmIj �[ Jr STONE. STONE. MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND i [878mm] C64mRt 0 28' 12„ MIN 16 MAX MINIMUM ELEVATION DIFFERENCE BE CONSTRUCTED AS SHOWN EXISTING PIPE WITH 3,000 PSI CONCRETE �: Ir 2'-0'� T DR B' I T OR B' 12 2 -0' 1 3/8- e 17/18' [0GKT G] [nmm] [�D1R] B/18' O.D. OF cKr cRlwvE [14mm] SECTIONVIEW 1/4' (emmI DIA .1. ACROSS M.H. FROM INLET TO 5' OUTLET SHALL BE 0.20 FEET 'e OF1 FIGURE S-1-A OR NON -SHRINKING GROUT cut w sLE As2uBLY NEOPRENE crsKEl `E1"` 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH UCTTIF IRON PIPE 18' OR 20' JOINT OF DS, _ I ESTRAINED JOINTS) r (2) vmnx 1/10 X 5/0 X 1 1/2 1800, RUBBERINBF/ 00eetow SEW u Net 3/8-11" 1/2 s5 VARI T.. 4 TRANSITION OF FLOW BETWEEN "' INLET & OULET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH Q 2400' [47mm PAXFI D0Dm250 PROVIDED. i. TO FLOW A MIN. V-0" BEYOND BASE NEOPRENE GASKET MATERIAL NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5- BEYOND THE EDGE OF t t/r (�mm) DU Boss [einin t3mm aT DIA• suWE59 s1m_ ROD (2) Ws"t s/a ID IM Dos PUN VIEW [ Pj MR1318 �. G • - ' FITTING DIMENSION VARIES WITH SLOPE. OF STRUCTURE BEFORE FILLING THE OPENING PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING APULL-ON END SEAL GASKET IN LIEU OF CONCRETE FILL. PICKBAR8Loclauc lKxE DETAIL NOTEs 2) xur Nz s/B-1t 7N Nftx , • - i' •'r •.Q •- .. . •,' A 12 .. ••... NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS. 1 ON EACH SIDE OF OPENING O 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPDINT OF PIPE JOINT, PaRrA 0088128a 1. ALL MANHOLES MTMN 100 YFNt iL00DPWN OR LOCATED IN ARFA3 SUBJECT TO F1AOdNB SHALL HAW WAlFlf11GHT FRAME k COVER (21 NUf X% 30M 3/8-11 ZN z u1PxNATIVE DERQi FVR WATIRTItp1T COVERS AU. BE CONSIDERED. T HX e, D• _ a CONt]t8 S+Au BE FM To FtweEs WITH LOCWNG UUM 0R SteuAR ASSTVS.Y. czRq 3/4 CIA OF LARGEST WATER (z) 1B3sR LOCK we TYPICAL WATERTIGHT (9OC PIPE IN MANHOLE 12" MIN. CAST -IN PUCE �� 12* M PSI CONCRETE BASE TYPICAL STEEL SLEEVE INSTALLATION LUGwTf ASSEMBLY MANHOLE FRAME &COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW UNDER ROADWAYS NT.S FIG S+E NOIES ......... .....+.................. ........ .+.I............. ........ ................. .................. . TD-32 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE NOTES: N.T.S SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. FIG. W-10 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW EXTENDED OR NON -EXTENDED BASES 3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED &GROUTED FLOW TO THE EXISTING PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE TOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47652 NIS N.T.S FIG. S-1-Cl FIG. S-1-Al SHEET NO. C 1.3 TD-26 L C& G r '_ET W/ GRATE EP \ / / - \ \ INV OUT=665.23 8 PVC (NE) �p @ 0 TOP=681.26 \ 682 - OL %RAIL D $ N m (VARIABLE \ \ Q " w " �" k W � cn co o C 1 15" RCP (SE) � ' ��/E \ \ a o i 15" RCP (SW) \ `\ - _ - OB. 4556, PG,TH 3 \ ,\7 P) , -ss DB• 4038, PG 704 SD CURB INLET W/ GRATE � - - C&G r� � �, � w y OB. 2886, P TOP=682.34 663 \\ \\ N �' v t r 6813 --_ a Ep G 134 INV /N=678.24 15" RCP (SE'J \ \ - SD CURB INLET W/ GRATE r / INV OUT 67819 15 FP (NW) I \\\ \\\ m � MHS 6aa ' rn INV OUT=684.40 15"RCP (SW) -,------ - _---------- _ 6s \ I TOP=682.87 r 4 / > .. °"- / CONC.',3WLK -'--__ INVIN=66717$"-PVC SINMHS C� _683\/ INV OUT=666.97°�'PVC (NE) TOP=683.10 �6 0°' 6�� C&G 652. H \ _ _ \ \ (SIN) R ' I 688.7 / INV 1N=668.48 8" PVC (SF�) ' ' \ 7/- - - - -sae- - - - - • \ D(FJI - � l5^ s _ SW) SD CURB INLETW/GRA7`E MHS EP 6$g O INV IN 667 90 8"PVC RCP _ _ \ INV OUT=667.70 8" PVC E) TOP=684.60 / TOP=683.54 INV SE INV IN=680.70 15" RCP I SE) ( ) / COORDINATE ; \ �L ----__ _ s INV OUT-680.6015"RCi p'NW) INV OUT=675.448"PVC (NW) \ \ © ©© \ \ RELOCATION N OF _s% \ --- - ------151, �tl TRANSFORMERS WITH _ � 5�� - �----__----- -\ 1 sew I I \ ---- `- ! :�•� --- RCP_ DOMINION POWER I S \ \ \ ; 5 ----------- \ \ OVE 86 R D ----\ - _------ -- 15"R P VARIABLE WIDTH � e Y () \ 8 .2' \ STORM EASEMENT - - - - 683 - - - - - _ _ _ _ - I \ �\ 48" RISER } . ' - - 68.9.31 \ TOP=679.39 / 90 \ DB. 5074, PG. 234 ssw \ I }GOING `SWL�-r r\. I /Q 20' EMEN I \ \ INV OUT=669.99 48" RG�P (NF� I i (� EASEME T \ / � \ REMOVE PORTION \ \ DB.'5074, PG\234 \ I \ . \ - _ / / / \\ 6g2 OF 48" RCP PIPE I \ r _ \ i - - - - 682- - - / \ \ 2 h � - - - - - ' \ \ \ // / BENCHMARK \ \ SD CURB(INLET W/ GRATE PKNAIL INSWLK \ \ TOP=688.54 I ELEV=686.77 sss ssg INV 1N=684.04 15" RCP (NE) g81 / \ \ �\ \ - \ \ . \ \ s\ _ _ ` \ \ INV 1N=683.74 15" RCP (SE) // \ \ \ / - -681 - - - _ - ssz \ s _ , ss�-_ _ _ \ INV OUT=683.69 15" RCP (NW) ` \\\ \ \ \ I \� I 1\ REMOVE �� \ \ TMP 55E-01-7A-26 RCP\ - \ REf�\1ZJF/Es�9 - ROCK \ ` I MARCH MODBN5071, PPG �ERTIES LLC INK=672.,Y \ \ TMP 55E-01-7B-0 - 682- - \ V ARMOR \ I I MARCH MOUNTAIN PROPERTIES LLC 'I s _ 12 4.81 I 1 I 681- - - j` DB. 4954, PG. 18C I �\` �_ ll�Ci-6�4.8\ \ 680 , l I 19 I \ \ MHS - �t _ _ _ _ _ , 6� a REMOVE PORTION TOP=68714 1 \ \ II ZONED: SF I \ sBv, T _ \ INV 1N=676.99 8" PVC (SE) S \ - - ^ OF GUTTER/CURB s INV 1N=676.84 8" PVC (SIN)SD CURB INLET W/ t -4- m� \ \ \ -- --- 1NLIOUT=676.74 8" PVC (NW) TOP=68794 INV OUT=681.5415, NSA)V f_ 8„ I ISANf-- \ I 1 I Z 1 /I �I- \684l ��--i I _ �I i S AN--1 \ \ _ \ `_------_ 681_ I I FENNEL ROAD D I REMOVE/RELOCATE w VARIABLE WIDTH O A 20' SANITARY EASEMENT / I - - - -681- - - _ _ _ _ _ - _ I I Z SAWCUT (PRIVAITE) R/W /// DB. 5074, PG. 234 I \ \ \ - _ _ _' ¢ I DB, 5074, PG. 234C / ------- 685 om / I - - - - - - -------- - _-_---_-- // 1- L I rn D L 1_p _ .yL _--- __ / o lo0 2 - - - - - - - I R MOVE POTION \------_-- I 1-_�----�-- -__ --- \ v m I / 1 ; HDPE , / t4 I �� INV=679.03-- ---' \ A I I II I I RE20'STO M GATE / \ II b EASEMENT / ' �� I VARIABLE DTH ' D8. EASEMENT T 389 / WATER EASEMENT \ 1 1 I Q /' I I DB. 5074, P 234 1 SD CURB INLET W/ GRATE V A I I v GF AVEL WALKING TRAIL\ \ \ - �, TOP=68787 1 (ILINDYBAIN LOOP) , \ I I „' / / / / I I INV 1N=680.67 15" HDPE (E) ~\ \ I/ REMOVE/RELOCATE MHS-s \ \ �/ / / / / I I �OP=685.49 INV 1N=680.82 15 HDPE (SE) REMOVE/RELOCATE ( ) _ TOP=682.33 \ / INV OUT=680.57 15 HDPE NW 20' STORM I I INV 1N=668.63 8"PVC (SW) I 686 INV 1N=67799 8"PVC (SE) I \ \ EASEMENT INV OUT=668.33 8" PVC (NE) ` \ \ �\ \ L I / INV OUT=67784 8" PVC (NE) \ DB. 5074, PG. 234 REMOVE \ \ \I, / / - / _ EDGE sas- - OF GRAVEL I I I FA `I � E&VE \\ \1�=�--__------ GREENWELL LANE \ \ I \ EDGE\ -686 I BLIC R/w \ 1 \ \ �� 8" ►- 24' (PU ) I \ \ \ REMOVE/RELOCATE MHS S / I \ OF GRAVEL 1 I Csr- - -SAN- D8. 502Q PG.429 I 1 \ 1 \ \ TOP=683.44 \ \ \ \ \ SD CURB INLET W/ GRATE INV 1N=669.44 8" PVC (SIN) \ 1 \ s \ ( I \ 's8 � \ " TOP=682.03 I INV OUT=669.04 8PVC (NE) \ ff - - - - - - - - - \ \ INV IN=675.03 30" HDPE (SE) L - - - - - - - \ \ \ l OUT=674.30 30" HDPE SD CURB INLET W/ GRATE N28°1477"W \ \ \ \ V 1 (NIN) I TOP=683.93 8 (TOTAL) ' INV OUT 677. 61 15 HDPE(SW) 398.58 (TOTAL) \ \ GAO INV IN 677 63 15" HDPE ( SW \ I II \ \ 1 I 11 \ N \ p / / NI O0. \� / l \ - 6B5 O \ 4S\ U REMOVE PORTION OF � m c 1 \ \ \\ \ REMOVE/RELOCATE REMOVE % (F)CURB/SIDEWALK � 4 ,N SWM FACIL/TYL-1 (RETENTION BASIN \ ll) \ \ \ \ \ 20' SANITARY 1 V' GRAVEL - _ OINLETSD CURB INLET W/ GRATE O N _ \ EASEMENT \ - sB4 TOP=683.73 DB. 4704, PG. 389 \ \ INV OUT=678.03 15" HDPE (SE) 0 EP ROCt I h 11\ \ \ 684.2' APPROX. W.S.E. \ \ \ \ TMP 55E-01-35-D 1 +/- 672.60 PER \ \ \ \ \ MARCH MOUNTAIN PROPERTIES LLC \ \ Z MASTER SWM PLAN \ \ \ \ \ DB5024 PG441 N \ \ 2 \ / _ - \ LK 06, 1 684.3' (WPO201600009) \ r . . \ - - ZONED: SF REMOVE\PORTION OF / \\ \ '68n \k/ L 6- b _ 111 q/0 �1�kN GUTTER/CUR�/SIDEWALK \ MOVE SIGN \ \ 6� \ �a 42i I \ • \ / \ __' _ _ III 24"__ \ \ \ \ \ \ \ ,� ��,- s OR/ON - \ \ \ �� QP-683.2 - UT - \ INV /N=670. 03' PVC (SW) \ \ DB 4704 .389 INV OUT=669.93 8"PVCNE qNE / / / / / sa4- - I ( ) . 389 \ \ \ \ \ \ \ \ \ I R D(FQVARIABLE WIDTH C& SANITARY EASEMENT \ ssa, \ \ \ \ \ \ \ \ DB. 4704, PG. 389 / V� iqtj IV n^n / / \ O• SD CURB INLET \ \ \ \ \ \1 ROD / R D (F) Q '',,•• \ O \ \ \ k (F) N29°4641 "VV 6 `�I v A / \ \ 48"HDPE \ \ -T 10, / TOP=682.55 155.24' o y / \ \ INV=671.85 \ / / Q y INV 1N=674.25 30" HDPE (NE) \ \ _ - - - / - - - / V I _ ` INV OUT=673.80 30" HDPE (NW) \ \\ S MHS \ \ TOP=682.73 \\ \\ I INVIN=665.73 8"PVC (SW) SD CURB INLET MHD i TOPN=6730 TOP=683.70 _ - q ( 1 " (6) INV 1N=673.70 30" HDPE (SE) --t--- --------------------------------------QECIDUOUS l l INV OUT=673.5030"HDPE (NW) INVIN=6771015"HDPE(NE) 1 1 _ - r - - - - - INV 1N=676.55 24" HDPE SE \ ------------- - ---- -1 ----------- o------------------- ( ) INV IN=676.58 15-HDPE(SW) INV OUT=676.50 30" HDPE (NW) 1 11 -------- - (OPEN SPACE) SD CURB INLET 1 1 1 ty I TOP=681.81 TMP 55E-01-35-A 6" _I _ ' I 20' STOi4M I s � � � � INV 1N=673.26 30" HDPE (NE) MARCH MOUNTAIN PROPERTIES LLC 6' SD CURB INLET W/ GRATE I EASEME T DB. 5024, PG. 441 MHD Q) TOP=681.03 INV OUT=673.21 36" HDPE (NW) I DB. 4704, PG. 3 9 I TOP=682.37 INV IN=673.18 36" HDPE (SE) 1 I 1 I ROD INV 1N=672.62 36" HDPE (SE) INV IN=673.63 36" HDPE (SW) LEGEND: REMOVE ASPHALT REMOVE CONCRETE SAWCUT SCALE 1 "=20' 0 20' 40' CLINT W. 7: S FFLET a� Lic. N SISae • ��4: 0412612 � ^� E 0 o N � N C > E w v E LL , 3 0 LL �_j i52 J - uj .. rn (7W NV w mr z~'x 30�LL oa ti = N = U > F c L^ 0 00 � M a� � H M 0 x c� 0 0 w Lu 2 U Q z O U) 0 0 z O a_ v to w 0 z O N W W Q 0 DATE 0412612021 DRAWN BY J. FOX DESIGNED BY J. FOX CHECKED BY C. SHIFFLE7T SCALE 1"=20' z a a U o O 0 m Q O Z cc � G W>.p Q U) J m Z J Q O LL ~\ O 0 O O < U U LL Q z_ C) vJ J X O w JOB NO. 47652 SHEET N0. C2.0 5 a z L \ \ s C&G ` \ r \ I w \ O +a +a 4, � OL TRA/L DR/VE \ \ 2 � W V N A� 0 (VAR/ABLE ` \ W/OTH R/W � \ OB. 4556, PG. 173 / 4� G� 4� 0 ` Z DB. 4038, PG. 704 ` C&G N w w w w y DB. 2886, PG. 134 GREEN AREA RESERVED FOR \\-Z I cP N `+ y w n EP SS/WATER UTILITY CROSSINGS 'p\ ------------ / CON'C.'SKgK EP 100' WPO BUFFER LOT 39- -_-_ BEGIN 10' TRANSITION FROM LOT 38 1---__-__ LOT 37 I �-----_--- ---- I I ROLL-TOP CURB TO CG-6 LOT 36 \ I ---- (SEE DETAIL) LOT 35 I LOT 34-�l lI >CONCygSWLK 18' DRIVEWAY LOT 33 � LINE I LOT 32 LOT 31 20' I 1 I I LOT 29 LOT 28 LOT 27 LOT 30 \ \ \ \ \ ` — +IL --_-- III 1 - 00 \ CG-6 I + 1 -� ROLL-TOP CURB I TMP55E-01-7A-26 \ 2R 5 \ ` - I I 1 I MARCH MOUNTAIN PROPERTIES LLC R69- - - I L + 1 11 1 I BEGIN 10' TRANSITION FRdMpG. 231 BLOCK 7C LOT TABLE LOT SF AC 27 2,094 0.048 28 1,657 0.038 29 1,646 0.038 30 2,164 0.050 31 2,036 1 0.047 32 1,634 0.038 33 1,645 0.038 34 2,041 0.047 35 2,109 0.048 36 1,743 0.040 37 1,752 0.040 38 1,745 0.040 39 2,021 0.046 40 4,385 0.101 41 3,257 0.075 LOT SF AC 42 3,386 0.078 43 5,868 0.135 44 5,331 0.122 45 3,977 0.091 46 6,855 0.157 47 2,781 0.064 48 1,767 0.041 49 1,757 0.040 50 1,749 0.040 51 2,188 0.050 52 2,180 1 0.050 53 1,730 0.040 54 1,731 0.040 55 1,734 0.040 56 2,555 0.059 NOTE: FRONT, SIDE, AND REAR SETBACKS ARE U IN THIS BLOCK DEVELOPMENT. BUILDING SEPARATION SHALL BE A MINIMUM OF 10' PER CODE. -------- 1 _ i 1_. ROLL-TOP CURB TO CG-6 20' _ --- 1-------- + 1 (SEE DETAIL) -------- +l1w 1 + 8"W FENNEL ROAD TIE TO EXISTING N 8" (VARIABLE WIDTH PRIVATE- - ROLL-TOP CURB 8„W _ \ I I _ _ ---- T8-EXISTING PAVEMENT i I 8 VDOT STD. WP-2 i k ^� LOT ao I ------ - _ _ _ 8' — FENNEL ROAD D - �� 11—------- — i TO TIE EXISTSNG LINDY _ - -1-------_ - _ VAR/ABLE WIDTH i 1 y 1 n y BAIN LOOS' ' u p A 1 3 } I - fF N ----_ - - ---_ - o D \ I I N 1 -- -_ -- R25' I z (PRIVATE) PM i- - -- \----- DB_5074, PG.234C-------- I I o z T 682I 1 �.` e"1 ROLL-TOP— m 1 i _ \ 18' DRIVEWAY CURB m I J -- m —Z A jc' LINE ----- 1 m I \ 11 11 111 I I A _ LOT 41 Q \\ LOT 47 (ADU) ROLL-TOP I I In LOT 48 LOT 49 LOT 50 CURB i LOT 51 (ADU) � I 1.� �� LOT 52 (ADU) 1 1 1 � \ \ 1 �X LOT 53 `9 \ �— 1 /L� - LOT 54 LOT 55 W �_ _ LOT 56 (ADU) G�A VEL WALKING TRA 1 (� INDYBAINLOOP) \\ 2j I �_ -4 �- - 1 _ _ LOT 42d' I I - _ TIE TO EXISTING 1 ` 1 26' \ ) �_ - ROLL-TOP CURB 1 1 \ I \ \ I I 11.3'00, /- _ LOT 43 �?� 3' sIDEWALK — I GREENWELL LANE 24'( SAN— D8.5024LPG. 429 I I (bs GI SSIDEWALK 6' PLANTING STRIP 3' LEAD WALK (TYP.) 2' \ 41,8 GREEN/OPEN SPACE N I \\ / / 12.2' \ (10,750 SF) O a U 4 CG-6 CG-9B (T CG 6 , N \ 1 \ / LOT 44 (ADU) \ TIE TO EXISTING O CG-6 CURB &SIDEWALK \ \ 1 ti . 1 CG-6 6 CON stv =-_ 10, \ \ \ 6> \ \ \ �qa� i LOT 45 5' SIDEWALK R25' \, 6�VAA \ \\ P 40, 11 TIE TO EXISTING PAVEMENT flow VDOT STD. WP-2 D 6j R L�QNE I LOT 46 (ADU) \ \\\ \�\ / EPw ` ` B 4704 C 389 I U PLANTING STRIP \ \40, 118' DRIVEWAY �C9 a� C&G ti 8 w \ \ --- LINE Q � \ \ TIE TO EXISTING ^ �� \ ` CG-6 CURB & SIDEWALK Q (j \ \ Q V' ci 1„(6) --r--------DECIDUOUS l l 1 --- - - - - - - - - - - - - - -- II 11 I ADJUST OPEN SPACE PARCEL s TO COINCIDE WITH EX. STORM EASEMENT s I 1 I I I II I 11 I � I I LEGEND: ` MILL AND OVERLAY HEAVY DUTY PAVEMENT CONCRETE SIDEWALK SCALE 1"=20' 0 20' 40' CLINT W. S FFLET a Lic. N .54380 �4 FS 04/26/21 �ON AL ��;�� • M E O � O N N N > E a E w Lu o 3 LL o - �u ti Q j U m Z d > ry N v a z �x U <KN< ui 2 ry Z cin (n y ry >Lu ll M a� OJ J w H- Q 0 z O n DATE 0412612021 O r DRAWN BY 1. FOX • DESIGNED BY • 1. FOX • CHECKED BY • C. SHIFFLETT SCALE 1"=20' U O m a Z_ C7 Z Lu i LL a L J m < O / � J J z z < u 0 0 0 IOB NO. 47652 SHEET NO. C4.0 0 c a N C L C& G EP \ \\ S MHS \ \ TOP=682.73 \\ \\ I INV IN=665.73 8"PVC (SW) \ INV OUT=665.23 8" PVC (NE) r \ \ vLaTRAILDR�VE ��0�3 (VA IL \ ` z COORDINATE WITH ACSA o v Ni k W O \ ) \ ti TO UTILIZE EXISTING 48" STORM b OB. 4556, PG,, 173 PIPE FOR WATERLINE CONDUIT DB• 4038, PG. 704 \ C& FOR LOOPING WATERLINE I \ ?Z I ACROSS OLD TRAIL DRIVE. OB. 2886, PG. 134 \ \ P MHS ---- --- - _----------- I TOP=682.87 rn CON'C.',AWLK ( ) INV OUT== 6.978- C S( MHS \ C& G INV OUT=666.97 8" PVC (NE) TOP=683.10 INV IN=668.48 8" PVC (SE)"` EP INV IN=66790 8" PVC (SW) MHS I INV OUT=667.70 8" PVC (NE) TOP=683.54 I INV IN=675.598"PVC (SE) INV OUT=675.44 8" PVC (NW) �� \ 1 \ I S I ---------------- ---------------------- --- 20' PRIVATE I . >C�gSWLK \ 20' PRIVATE ONG /�( \ STORM EASEMENT SANITARY EASEMENT _ - 1 11 ' I � I I 11.25° + 22.50 BEND I \ \ TIE INTO EXISTING \ I 1-------- rIi i 1 SSWR MANHOLE I I I \ \ SINGLE TAP \ I IIIi1 c' 11.250 BEND ` \ I WM (TYP.) \ I I I TMP 55E-01-7A-26 _ I MARCH MOUNTAIN PROPERTIES LLC i _ Ii 1 I OB, 5071, PG. 231 ACSA UTILITY EASEMENT. L------- 1 ` ------ (5' BEHIND ROW TYP.) MHS \ 8 - - - Ii 11.25° BEND TOP=687.14 �\ _ - --- ---- ; Ii INV IN=676.99 8" PVC (SE) \ \ I „W �� - --------- 'I L------- -� ------ INV 1N=676.84 8" PVC (SW) I - _ _ SAN — - - I EX. FH INV OUT=676.74 8" PVC (NW) 8" TEE — SA -- -- -- - ) TIE TO EXISTING _ ---------- 8`tiV SAN ' — _ j 8" WATERLINE SWM FACILITY L-1 I I PLUG 'W (RETENTION BASIN II) -- 1 22.50 - - - — SAN— BEND APPROX. W.S.E. I I +/- 672.60 PER I I _ 8"W - \ _ - �-- — -- SAN-1 — MASTER SWM PLAN I - _ - - - -_ ------------ ---- -- ----- //i (WP0201600009) I I D I 2 ; 8" TEE - _ _ _ _ _ e"W _L FENNEL ROAD I O A 7z - - - i VAR/ABLE WIDTH '^ ~ i - y _ - _- _ n DB, 507 ------------- - -- _---- - --- o - z 4, PG 234C -- ---------------- 11 20' PRIVATE STORM EASEMENT f1 ___ 8„ CL 52 - � I I I I m 4" SSWR \ u _______, ,I A WATERLINE 1 \ 1 LATERAL Z , I \ \ (TYP.) N VNV PRIVATE \ \ STORM EASEMENT I CONNECT NEW LATERALS INTO EXISTING SSWR MAIN 1 1 w1 GF AVEL WALKING TRAIL\ 1 (ILINDYBAIN LOOP) - �y\ 3 MHS TOP=685.49 INV 1N=67799 8"PVC (SE) INV OUT=67784 8" PVC (NE) 1 \ ' 8" SAN. SSWR \ \ _ -17 8" CL 52 — a GREENWELL LANF WATERLINE a ° IW WATERLINE bs -- — —SAN— DB 24'i5o24, P) 429 \ \ S \ a ^ DEFLECTION (TYP.) DB. 502Q PG. 429 I i �4j EX. FH TO REMAIN. EXISTING EASEMENT TO ON / NEW ROW. \ / / O \ \ o { b CON 3 LD /450 BENDS s \\ \ \ \ �q0 p� / TIE TO EXISTING EP I L \ s� �\ or '3 \ 8" WATERLINE \ �G \ WITH 8" TSV MHS Oft L___ TOP-683.23 / O�4qN \w \ \ f \-- f INV /N=670.03 8" PVC (SW) \ �t OB 48> R/py E I INV OUT=669.93 8" PVC (NE) / a w 704 PG 389 C 8 W TIE INTO EXISTING " m / / SSWR MANHOLE / 6 ci ------------------------ --- ----- — __ (e / 1„(6) S 1--r-------- }---- - V � ----- - - - DECIDUOUS ( ) \--�------------------------------------------- - - - ' '-\ TR _,EE TYP / I 11 II 11 I S b l l g I I 1 I I 1 I I I o I SCALE 1 "=20' 0 20' 40' CLINT W. 7: S FFLET >� � Lic. N 54380 i �AV +� 04/ 2612 M E 0 o N � N C > E w v E w cu 3 ¢ U. , 3 p LL Ly LM a_ so z w — ui O Nv a (7 W wm 30L_nx ((n � i < w oR =, C) Ln = c N z FU> O c '^ U) i N i 00 a� O x c� 0 F 0 w L w H a z O in DATE 0 0412612021 } DRAWN BY J. FOX • DESIGNED BY • J. FOX • CHECKED BY • C. SHIFFLETT SCALE 1"=20' U U M0 W Q Z > z W W V C2 a- Q } J m J Q LL O j '� r ~� 0 7 0 C) L_L O JOB NO. 47652 SHEET NO. C5.0 c a z L \, S P, r m05tot \ \ w t, 4,+,+,� _682 . ' \ \ c - OL TRAIL DRIVE \ \ 2 W V N 0 (VAR/ABLE A W \ \ WIDTH RIW \ \ i \ OB. 4556, Pr,, 173 DB. 4038, PG. 704 \vb,www DB, .34 y 68g,-\ \ I N `+ v � ` . 2886PG1 6873' _-___ EX _ \�\ - - - - +/- 683.14' EX I \ \ // ,-------_ a_ ------------------------------ +/-683.32' EX \ \ I .66A , a+ 4 • /tr -'� •..•... ---------- _ EX �6887 68 683.3S1' EX 7/-----682-----`� \"/ I I r ' • _ _ Q� +/-683.68'Ex 684.34' EX EX ` LOT39 I- - `s68569' rn \ < II T ` _ -- - ` FFE: 684.08 LOT 38 _ I > \ . ',\\\ • \ _-- -_-- ° EX w� \ I e - ----EX68605' _ II I ' • �- - +/- 68-. EX EX sew 1 \ GFE:683.08 FFE:68308 LOT30 - 4- ! - ------------ - \ GFE:683.08 FFE:684.08 LOT36 - - - s \ 684 ��'> ; \ 6 �s \+/-68743' +/-688.03' \ I I \ - -FFE:- // co � GFE:683.08 684.08 ---- ___ IW 83 - - - - - _ _ _GFE: 683.08 FFE: 684.08 _ % sss.3' 90� ` - - _GFE: 683.08 I _ LOT 34 682.75' rn� EFE: 684.75 \ LOT 33 ` s 682.75' GPE- 683.75 OT 31 r \_GFE:B83.Za_ L� I r , s FFE: 685.75 � � 682.75' - - -682 75? _ ' I _ I _ _ ' 682 I � \ 66 -s83_ - ' GFE 684.75 LOT 30 LOT 29 / LOT 28 LOT\27 \ ` GF�:684.75 �` y \ ------ ll e82.75' / �, -- o , , _ _ FFE: 687.Q8 - ,FFE: 687.08 z ao / - `\ \ - _ - - ' ` ` coo GFE 68�.08 GFE: 686.08_ FFE: 688.08 FFE: 688 �9 GFE: 687.08 GFE: 688.0 \ \ 683.42' \, \♦ - ' - 81 -_ - - - 2 -" ` 4 _ _ \sB,- - - - ` 301 �� \ 682------- i l f s88 1 s7 O\ \ Ba3.42' _ 679 - 684d2'_ \68p \ TMP 7A-26 314 4`1 4?` MARCH MOUNTAIN PRQPERTIES LLC I �85.7-6 I Da 5071, PG. 231 686,75' 687- _ ._ , _ - 1� - 681 \ 680 (VARIABLE WID \ _�� 302 6g1 IDi P ATE / " 6� - 683 i 685 ---------- 'I-------\`----1--- 300 - _ _ - W / _ ` \ _ �� 013A 684 686 \ 68T> 303 i PN 06 lzNANI I682 _ y 305 SAN 1"W� s -�_ 0� i i I�Q- - i 0^ i- ----- \6 8 = '-� \ "T - - I FENNEL ROAD v I LOT 40 8p - I ti FFE: 683.00 / / i I_ 307 8" GFE: 681.00 i '-- - 8" _ _ / _ { 1- � _ 311 1 / I 4I----_-__ _ _ -� � � _ � w NARIAB E WIDTH m i» / 11 --- - -1 (PRIVAITE R/W / \ 1 O A ' 680,75' 1 I YI 11 683 aaI-'- 682 I ¢ / sso.as' - _ ¢ DB 5074, PG. 234C / 1 \ ♦ / I 1 o O 2 m ; 682.75 681.30' / I I 685 --_ - - ' r / I I I -1\' 6 3 \ O C 1`c - - - - - - 16 682.30' 1 / al 6$I- ---- _ .-r--------__ _68 ♦ \ 682.30' 683.3i0'I I 1j �Ij - -ql \ 1 _ _687_ m P --- m i I - n \ 1 I A LOT 41 \ 1 I 685.30' 1 \ I Z , LOT 47 (ADU) 1 \ I I I FFE: 683.00 e .. Q 686.30' / \ LOT 48 1 / i I 687.30' 687.30' 1 FFE: 683.05 � LOT 49 LOT 50 / \ GFE: 681.00 680.75' FFE: 684.05 I GFE: 681.55 \ 680.2r GFE: 6��y FFE: 684.05� FFE: 60P.65 LOT 51 (ADU) / \ I i 682.75 \, GFE: 682.§5 \ GFE:663.55 FFE:686.05 I o- _ z GFE:683.55 -(ADU) y_ 53 318 \ - - \ \ I GFE: 685.5� FFE: 687.05 LOT 54 LOT 55 ssz.os _ I - / GFE: 685.55 FFE: 688.65 FFE. 5 LOT 56 (ADU) ° GFE: 686.55 ' GFE: 687.55 FFE: 689.05 LOT 42 „ , 8? 683.05'6 GFE: 687.55 6.00 FFE:683.00 co 0, 5' 1 I 6 j co I \ GFE: 681.00 co \ 683.05' v ems/ 1 -6861 -' 1 � 686.05" \ 1 \ ♦ 681.75' 682.75 687.05' I 2 687 688.05' 686 - - LOT 43 ' `� 2F ' '� \ e I GREENWELL LANF FFE: 684.04 \ �>� \ \ a a - 24 (PUBLIC) R/W GFE: 682.Oq ssoss' e ,y AGF2 rn \ \ 68 s sAN- D8. 502Q PG.429 \ 1 I \ 681.75' \ bs . 1.-e 683.75 1 \ \ 71j 681 A \ ADJUSTFHA \ 682 \ VALVES AND BOW _ ` VERTICALLY AS I sso.as' , \ \ �, / \ �•A �/ \\ REQUIRED001 v co GREEN/OPEN SPACE - 685 O U 4 (10,750 SF) .4 v \ \\ \\ _ �`( 'I ♦ 681.31' OD LOT 44 (ADU) \ O ' \ I FFE:684.00 \ I GFE:681.50 682.25' 684.2' 683.75 \ ` 6�N \ - \ / I .. ' b 682.7' 681 v \ � \ L% �--L-11-- ♦ ♦ C \ \ � - ' _ - .6.3 \ 6sQ I 684.3' \ \ 17- �� %\\ LOT45 a�� FFE:684.00 683.25' \ \ _ GFE: 682.50 - - s83' 683.75 LOT 46 (ADU) l \ l / \ / D 61.,Q qNE _ 684- \\ ^\ \ i FFE:685.00 ' / - _ l �8„w B, 47pq G 3 I i \\ \ \ ., / GFE: 683.50 / (X.4, 89 684.75 ` / �(l ��ry. ' �� % _` 8" ly _ - \ 6sa, 3 L 9 \\ \ \\ \\ If II I 11 I /' V - -r-- - - --- \ -------------------------------------------r _ - QECID(OUS r ---------------- -�--- o----- - TREE 7YP >I I 1 b g \ 1 1 SCALE 1 "=20' CLINT W. 7: S FFLET >� � Lic. N 54. i �AV 0 04/ 26121 G�;� ^� E 0 o N � N C > E v E w ¢ LL o 3 p U. _y L M a Uoo Z wu- O rn C7 Lu rv� a w 30,nx toil J LL w Ln 2-6c ry Z O m >Lu i N i � M � a� 00 � H O x c� 0 0 w L w H a z O DATE n 0 0412612021 DRAWN BY J. FOX } • DESIGNED BY • J. FOX • CHECKED BY C. SHIFFLEIT • SCALE 1"=20' FT O J z rr nn Lu I � V > Q Q J m 0 J Q 06 LL ~ O f11 �z =) 0 �� 7 O Q I..L V 0 C) JOB NO. 47652 SHEET NO. C6.0 c a 2 L P \ 682 OL TRA/L I o N m i �s LPFLET >� ER/VE z °�W�tiA�O ' (VARIABLE W/OTH l�/i y e • \ - - DB. 4556, 173 _ _ PG NOTE: • � � � � � ` � :� � Lic. N . 513f1e �C[� DB. 4038, G. 704 • 6813' OB' 2886 P 134 _ g3' ' / I v �' �' ~ EXISTING STORM INLETS AND DRAINAGE VALUES WERE OBTAINED i�,�� 04/ 26/ 21 PG - ' 6 v `v° r FROM APPROVED OLD TRAIL BLOCK 7 PHASE 2 ROAD & UTILITY •� SS !�G EX683.14' EX `� �jn PLAN (SUB201800012). CALCULATIONS WERE PROVIDED FOR THE ��1��;:��, +/- 683.00' EX I ` 683.32' EX ' .664 / rn NEW STORM SYSTEM THAT NOW CONVEYS STORMWATER FROM s`Pw I , EXISTING STRUCTURES 8, 9, & 19 TO THE SWM FACILITY L-1. LEGEND 683.1X 682.9' \J EX / \\\ 688. T 68 \�-\ \ +/-683.39' I \\ ,6 0�6 / 6g� � o 0 EX AREA C N u - - - -6a2 - - - - \ 683.68' �s EX 684.34' EX STR # v E +/-685.11' 6'� EX 68569' \ < 1 H- W > 3 E 686.05' 6 EX �\ a TIME OF CONCENTRATION ¢ U. o 3 686.26' EX EX �� \ p LL 0 - - - - - -I- ' S -\ 6841/ I I I ,6�5 b'8 - - \+/- 68743' +/- 688.03' \ \ \ Q W U oMo Z _---\\ ■■■■■ , . I - , -1_L I ,686 _ w.J.—ui 0 ism IV 0.01 0.90 ♦ I ■ ■ � ■ ■: - - - -j_� / / — 689.3' g0 C7 wi w M a ♦ ■■ 1 I II /6 zF„� v d� \ 302 ■■_■■ /■■ �• \ - - 1_L / - _688 // / �oJe a LL wp \ rO2 0.95 Ln v z I , - - -682- \ TO = 6MIN I ■ ----- 0.33 0.80 / \ �■- - :�� ' - - - .' \ \ \ KNAIL IN SWL o \ \ s EX. 19 ~ c N \ ■ _ illi I i / / ^� \ ■■■ \ \ LEV=686.77 sw sy 0.1 ry > 0.90 e/ ■ -- ,Ili i - / / / \ \ �\ - ■� ■ ■ \ \ w M � \ \\ ■ -- - - ------- ill ii - 314 I^/ \"\ \-a1----=sz__ 84 ■■� ■■M■■ ■ f■■ ■■■■■ - \ o_� \ \ \ ---- II i f I — _ \ \ TC = 6MIN00 301 304 \ \ ■ 682- --- i ___ L_-- s�6 a p/ \ \\ I 1 - _ s7s I T =6MIN \\1 \\\\\ \\ \ I `■ \ 314 \7 C\yl \ •�■■I�MDl71V�L�■■■■■■■■■: ■■■■■■ ■■ Tc=6MIN �-68?� I -/ I■ / -, I ■ D8. 5071, PG. 231 \ \ \ I a _ - _ sue' \ — \ I `-------- I ' I I I i I / / / \\ \ \ ■ 0 , _ - sa/- _ _ -� �■h -tom - 68 - \ 680-1 - s�---- ' ` /0.32 0.84_ ■7Fw 304 / - g 2 ■ I I i I ■ 0 302 ■■■�■■■■ 6a1 saN� y '�3, 685 --- ------ l------- -I I\`----L--- ' _ ( ;li I 312 � EE _ C300 - - - - ■■■E \ 6g4 86 \ �68T> Tc 6 MIN ♦ > w Lu At F \\ `` II I // I ■ 682 _ , , - ■I� �` , \ — — sAA/�g1h —SAN+ _ ♦ z \ 1 II I / ■ / �i 305 _ ` , / I I ■,www I — SAN ` 1 �♦ U_7 DATE \ \ ■ 1 - t_ I I \ cT �� I 1 ti I s _ \ ■ ■ 04/26/2021 307 ■� S2 6p `sa \ ■■■ ■■�YLEL■AII&JO■ ■■■■�■■■■■■■ 0 I I ------- - / \ � I �w VAR/AB EW/DTh 310 r DRAWN BY I o O A ■ / / / �i 6------ _ I----1�- / -- 311 _ _ _ I .� z m / 683' N 1 - ---- -I ■ sar - ' _- a - _ ♦ ¢ (PRIVA ITE) R/W J. FOX - n DB. 5074, PG. 234C D �� ■ , I / I `685 --- - ---- ' ` ♦� I • DESIGNED BY 16 I I \ o o Z c ` 1 � - - - - - ♦ I I 1 / I dl- ■ T ss 687 _ _ _� I I I Ili � \ - ■ � • J. FOX 0.09 0.95 p 1mz ■ _ 0.21 0.87 I ■ - ,1 \ 1 \ / A _ ■ \ 1 1 - - - \ ■ ■ • CHECKED BY 1 \ I I I ■ Q / 308 ' I ■ ■ EX. 8 • C. SHIFFLETT \ ■ 6B� ■ / T 6 MIN ■ I ■ Tc = 6 MIN SCALE NMI 318 I ■ 687 l e8 -� _ _ / - J , ■ co I ' - . ■ eo�l sus / - ' ' , ` 68� ` \ 1 \ >.■ / � _ _ _ m 86- ' � 687 1 \ 11 1 \ ■ / 0.55 0.64 _- 686 ■ ■ 1 _ ■ / �r ; ' \ ♦ — 0.08 0.95 GREENWELL LANE 316 \ ♦ _ ■ 24' (PUBLIC) R/W �\ \ �6P ♦ = �� ■ ■ EX. 2118 D8. 5024, PG. 429 Tc 6 MIN a / ■ ♦ sQ ` ■ ■ Tc=6MIN681 0 U / \ 682 ♦♦ _ ■ I ; ■ O 0.47 0.83 \ 1 // � ■ I �� J 0.40 0.65 ■ 685 C� M \ 318 \\ 1\ //// \ �4 Z Tc=6MIN \ ♦ EX.215 4 �lo > \\� *�* \\ ♦ "--------- Tc=6MIN ■ Qj u.i D \ _ €(3 (D o \� - `\ ♦♦ \ ■ O ■ 41■■■■■■■■■■■■■■■■ 6 Q LL xqn oftow > / \ ? \ V A cP \ iA ♦ \ S ♦ v.,A yy D \\ \ \sue \ ? 4Li 1 \ ♦ \ /- •♦ \� i u�\ sus\ \\ ' \ \ , \I ♦♦ ♦♦ // / `I l - \ �8..w� \ \ Q 4jO4-,o�••■'•r��■■■ ♦♦ H V A V I � I � ♦ / � � � � 0�� Q� �8.,w�c"s. u \\ \ \ \\ \\✓ I I I --_ I / / 1Q � M � D "6p OECIDUOU: � \ \ II 11 1 / // / o— \\ /III `TREE (TYP) >I 1 I D 1 1 11 I S ` b --- 1 \ h \ II II 11 I I D SCALE 1 "=20' 0 20' 40' O JOB NO. 47652 SHEET �yNO. #### a z _ �'•��LTH nF��r o I.- co � ~ �� CLINT W. 7 a O mto LO c� �p a _M ui "'co co rn O;,0) 2S FFLET AV 0 cD `m M u) 0 Cl) M M O M m O Ii5 LO cam° z CO =O �' Lic. N 513ee 4w 0 0 o $,moo m Now � �O ncoo coo m �mNo 00 N N mF�Z z i�ity, 04/26/21 �� "- ONN QOu7N CD Q (OM CD a oc6 M (o mcOLoL6(O (D NOO (O Mfn~- CCS GJr �Oim "'C) M+0[% ~ COxc}0(o(D(D� c�+Mr-�F orm ��'v S/ �N.• (i> o CO w+ co (o co x u+i w m m ��ti01AL �� w -CDz_ 5�(Dz_ O a =cD_z 0 2�coz_z_ _z 0 F2VocDz_z_ O MIc0_z 0 0 �• oQa> 6ji a» MHO>> ioQa»» a¢a»> oQa» 306:MH-1 t O UOz co) Z MmHz ? M(nO_ _ _ _ mca PK _ _ Mm O_ _ H 7 695 °� m � - M (n � - - z z z z z z z z z C95 STA 10+00.00 � co TOP 680.55 U 0i 04 m Mo E INV IN 673.60 (315) Cl)+ o H N D INV IN 673.60 (307) p CO O ¢ o INV IN 674.16 (313) �6 > E INV OUT 673.50 (305) M U) z w v E 690 690 U 3 ¢ LL o 3 p LL 0 D Lu L M �_ Uoo z w - ui O rn C7 Lu � - a w v zF? v 30LnQ w DR �LL Ln S v ry z FUaO c L^ U) h W M 00 a� O 4A x c� p w w w 2 Q a z O U) DATE 0412612021 0 DRAWN BY J. FOX 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 9+50 10+00 11+00 11+50 DESIGNED BY STR 300 - STR 310 STR 306 -STR 318 •0 J. FOX HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • VERT SCALE: 1"=5 VERT SCALE: 1"=5 CHECKED BY • C. SHIFFLEIT SCALE • H: 1" = 50' V. 1" = 5' u o o • ��MC • o�,00to� ou�mofvm m o o(DZZto z F o�� zzz0 ��o ioQ0>>>> 0o OHO ,tON .On M(nHZZZZ cpouO uO(0 m ( , ++ W r- � F p. CDZ_Z_0 _ �¢a>>> m M U M fnPZ Z Z E M ~ M mpl� It uirom ca U ^ M } O H U ~ o �FO> �0 oLO00 690 c�(nHz 690 O m°'colo (�1+MH po00� M '0 0 r++ O> Z //� M(nHZ VJ 690 690 I � w w � LL. (D W O J o LLr-A 03 C E J G J Q a I� r0 O a r J z �U) a 0 o U N O 0 9 H IL0 3 Q a w J J LL O 0 a K 0 0 r U 'o U 1 9+50 10+00 11+00 11+50 STR 308 - STR 312 9+50 STR 306 - STR 31410+00 11+Do i� HORIZ SCALE: 1"=50' Y VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' - o VERT SCALE: 1 "=5 IOB NO. 47652 y SHEET NO. C7.0 690 690 EXISTING RADE PROPOSE GRADE 685 08^ 680 � 680 8" WATE CROSSI G L � Oc 358 DF 1.0' 115` N�� 675 675 307 305 2g.64' OF 303 65.91' OF 15" HDPE 301 109i.14' OF 75.11' OF 24" HDPE � 1.09% 670 24" HDPE 0 670 HDPE � 0.53% @ 0.50% 8" SANITARY SEWER CROSSINGS 665 665 PROPOSED GRADE 685 685 4.3' 8" WATER CROSSING sao sao EXISTING 1.0 GRADE 675 311 675 15" HDPE @ 7.13% 8" SANITARY SEWER CROSSING 670 670 EXISTING GRADE 685 685 ROPOSED RARE 680 u80 8" WATER CROSSIN L 5.1' 675 4 675 670 313 670 25.73' OF 15" HDPE Q 0.54% 665 665 EXISTING GRADE 685 685 PROPOSED GRADE 680 680 8" WATER 4.4' CROSSING 675 � 675 315 43.77' OF 317 18" HDPE 35.32' OF 670 � 0.57% 15" HDPE 670 o 665 665 STORM PIPE TABLE PIPE# DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 301 36" 302 - 300 672.55 672.00 0.50% 109.14 LF 36" HDPE 303 24" 304 - 302 673.05 672.65 0.53% 75.11 LF 24" HDPE 305 24" 306 - 304 673.50 673.15 0.53°k 65.91 LF 24" HDPE 307 15" 308-306 675.00 673.60 1.09% 128.64 LF 15" HDPE 309 15" 310-308 680.15 675.10 4.09°k 123.58 LF 15" HDPE 311 15" 312-308 678.00 676.00 7.13% 28.03 LF 15" HDPE 313 15" 314 - 306 674.30 674.16 0.54% 25.73 LF 15" HDPE 315 18" 316 - 306 673.85 673.60 0.57% 43.77 LF 18" HDPE 317 15" 318 - 316 674.15 673.95 0.57% 35.32 LF 15" HDPE EX. 8-310 15" EX. 8 - 310 680.57 680.25 0.55% 57.96 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°k 36.57 LF 15" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 300 675.25 ES-1 for 36 inch Pipe 302 681.51 9.21' DI-3A 304 680.68 8.45' DI-3A 306 680.55 7.22' MH-1 308 683.52 8.65' DI-36 4 ft Throat 310 687.01 6.99' MH-1 312 683.65 5.77' DI-313 4 ft Throat 314 680.86 6.68' DI-3C 6 ft Throat 316 680.11 6.44' DI-3C 6 ft Throat 318 680.12 6.11' DI-3C 6 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 CLINT W. y •u2S FFLET a� Qr STA 10+00.00 . X`, STA 11+63.35 3 STA 12+51.26 2 X`. STA 13+23.28 :: �� Lic. Na.543f1e 4w TOP 683.23 '.,4,% TOP 680.48 TOP 680.62 1,% TOP 680.91 04/ 26/ 21 INV OUT 669.93 (4-3) INV IN 669.10 (4-3) INV IN 668.45 (3-2) lNV IN 667.85 (2-1) •�j�;S/O,�AL N�;.•• INV OUT 668.90 (3-2) INV IN 668.45 (5-2) /��N��N� 685 INV OUT 668.25 (2-1) 685 M E 0 0 a u N � N C > E w a E_ STA 10+00.00 2 STA N+39.28 � . TOP 680.95 5 TOP 680.62 ~ '"' v 3 ¢ LL o 3 INV OUT 671.00 (5-2) INV IN 668.45 (3-2) LL INV IN 668.45 (5-2) a W Moo z 685 INV OUT 668.25 (2-1) 685 '-0 o i O C7 LU a w zF? v 30LnQ w oR =LL 0 LnS 0" z FUa� O '^ i N > MLu a� 00 0 x c� x F 0 W W W H U p z O Un DATE 0412612021 0 r 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 14+00 14+50 9+50 10+00 11+00 11+50 SANITARY STR EX4 - EX1 SANITARY STR 5-2 • HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 690 690 U n 685 685 0 U _Z O PROPOSED EXISTING M� 685 GRADE GRADE 685 W Z 1 (D W W ' LL w O J 0 LL w :5 >u 0\ ro ~ O a Q \ J_ a / �-- J oOD �1 O N 0 d o a 0 Q J 0 O It rj aT > Lo �> r U O U �i t u1 n 9+50 10+00 11+00 12+00 13+00 3+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 12+50 Y ORION LANE EXTENDED WATERLINE FENNEL ROAD WATERLINE OLD TRAIL DRIVE (LOOP) WATERLINE IOB NO. HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' q VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 47652 y SHEET NO. co C7.1 680 680 II IPROPOSED EXISTING �� I I GRADE GRADE 675 675 18"WATERLIN I CROSSING 15" STORM CROSSING 670 670 4-3 24" STORM 163.35' OF CROSSING 8" Ductile Iro 87 91?OF 2'1 I C� 0.51 % 8" D stile Iron 72.02' O @ 0.51 °� 8" Ductile I n 665 665 II II 660 II II 660 u 655 655 650 650 _ 645 645 EXISTING GRADE � _ - 680 680 3.0' MIN. PROPOSED GRADE 1.0 675 675 8" CLA S 52 DUCTILE IR N WATERLINE 15" STORM CROSSING 670 8" SANITARY 670 SEWER CROSSING � 665 z 665 H z O ,OL w w z� Z � W p J W 660 w� w p p w z 660 � 0 � � J J � Oz Oz � �W Z > C07 W Z (' N o � W 655 � LL CO v v � � Q 655 EXISTING GRADE PROPOSE -' GRADE 680 680 8"WATERLINE CROSSING 675 675 24" STORM CROSSING 670 670 S 8O .282 I O'er 665 665 660 660 655 655 PROPOSED 685 GRADE EXISTING 685 GRADE � 680 3.0' MIN 680 1'.0 1.8 675 675 15' STORM 8" CLASS 52 DUCTILE CROSSING 24" STORM IRON WATERLINE CROSSING 670 I 670 w z z w 8" SANITARY W SEWER O CROSSINGS p Z 665 _665 O rr z O w ~ Z iw J 660 w � w d 660 a � p °� � p O 2 u� � W O m C7 F d ~ N 655 � � � °D �- 655 680 � CLASS 52 DUCTIL 680 IRON ATERLINE EXISTING 8" SANITARY SEWER OSSING EXISTING 4 "STORM PIPE (CONDUIT TO BE USED FOR ATERLINE 675 LOOP. CO RDINATE 675 CONSTRU TION.) J w 670 z I 670 w w z O W Z 665 w p a 665 m m � Z � W 2 � m O � O d " nj 660 � � � a a � � 660 L 1: RI 695 HEIGHT O OBJECT =3.5' 690 SDR=280' 690 HEIGHT OF BJECT =3.5' HEIGHT F EYE =3.5' SDL-_112' (END OF ROAD) 685 685 680 PROPOSED GRADE 680 v EXISTING GRP DE 675 675 9+50 6m 10+00 11+00 12+00 13+00 ORION EXTENDED SIGHT DISTANCE (25 MPH HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 69S HEIGH1 OF EYE =3.5' SDL=280' 690 690 HEIGHT OF DBJECT =3.5' / J � / 685 685 i 680 \ 680 \-FROPOSEDGRADE EXISTING GRADE 675 675 9+50 10+00 11+00 12+00 OLDHAM SIGHT DISTANCE (25 MPH HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 fiBII111�1011181 14+00 14+50 1441.1 1:19.". HEIGHT OF OE JECT =3.5' 690 HEIGHT OF E =3.5' 690 HEIGHT OF BJECT =3.5' S R=280' SDL=280' 685 685 680 680 EXIS ING GRADE ROPOSED G DE 675 675 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 GOLF DRIVE SIGHT DISTANCE (25 MPH) HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EX \ 683.6R EX l /' /' ,0bb 6�9 84.34' EX (551 EX \ ( / v 1 685.69' EX °' EX / 1 \ / I +/- 686.05' \ w , +i sas.2s' EX EX s� 1 / - - i b` \ ' 684 i 60 .2' S 0 97. +IF i- _ -� 8 / • - - - I i I - - T 6893' 690 Ogg- 66 _ - - / \ •, g2%� 6g ` -663 _ - - / \ \ \ / / I -6811 ^/- \\\ \ - i - - 2- •• \ \ c to —682 -- 1� —_--- 68a oil TMP 55&0( -7A-26 \ MARCH MOUNTAIN PROPERTIES LLC 10 _ 681 \ \ 682 _— 1 \ \ \ \ \ I \ DB. 5071. PG N 1 70xs 681 - I/ 10+00 _ _ 6�L - 884 68@ _-__ 68 j • \ 1 _ 50 oq h 682 11+00 2+50 - - 43Q0 °� ��°3+50 + to ---- ---- -- V--- 1'\ FENN4L ROAD Qx 6g2-- --- - I{— VAR/AB{E WIDTH (PRIVATE)R/W 685 D6.5074,IPG.234C 687__ ~ 1�83 64i \ 1 1 � \ I I I , \ 1 \ 00 TS 11686- . 687 \ • 686' GREENWELL LANE \ I \ • I 24' (PUBLIC) RIW • • I DB. 5024, PG. 429 82 \ \81 \ \ W �) -685ca `\ y` C y • 684.2' s b 682yr i \ \O - \ b \ \ -0 6�P \ 684.3' \ yv -13+50 6�,�+ -684- 14+50 15+00 CLINT W. 7: S FFLET >� Lic. N 54380 mar; +� 04/ 2612 G�,1 M E 0 0 rn U N � N C > E v E w 3 w v ¢ U", 3 p LL 0 O Lu L M a_j U00 Z w -u O rn C7 wii � a w zF? v 30Ln Q w oa LnS c" Z O FU> c \^ U) N n � M W � o w fl) 0 x 0 O p w w w H 2 Q U p ¢ Z O DATE U) 0412612021 0 DRAWN BY J. FOX • DESIGNED BY • J. FOX elf CHECKED BY C. SHIFFLEIT • SCALE • H: 1" = 50' V. 1" = 5' FT am U O w Q J 0� z IL O I W Lu W J Q z U J m Q > 0 moo` 7 H� O < U i 5 0 C) 15+50 15+82.07 IOB NO. 47652 SHEET NO. C8.1 a 2 L I imited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. D LD T 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, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 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 5 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 452SF BET CIM 7 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 2.5" CAL. B&B 464SF QUE PAL 7 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 FXTFNf1Ff] 2791 LF 1 LG TREE PER 50 LF 280.0 / 50 = 5.6x2 = 11.2 12 LG TREES 12 LG TREES FXT 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 C19 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-T 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 SEWER/WATER 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. • 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. CLINT W. 7: S FFLET >� Lic. N 54310 mar; 04/ 26121 ^� E 0 0 a U N � N C > E w v E w v 3 ¢ U. o 3 0 U. - w a_ UOMO W J —N M z N V UMr �0 0Ln x J LL oa Ln _ N = U > F ¢ . 0 ^ Y � N � M a� W J O W am O cc z O a_ U U LU w 0 z O N W rr w Q 0 DATE 0412612021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY C. SHIFFLETT SCALE N/A L H JOB NO. 47652 SHEET NO. L2.0