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Home My WebLink AboutSDP202100070 Plan - Approved Final Site Plan and Comps. 2022-10-12a SITE DATA: TAX MAP.PARCEL: ADJACENT PARCEL INFORMATION: PARCEL AREA: 055EO-01-7B-00000 & 055EO-01-35-000D1 MARCH MOUNTAIN PROPERTIES LLC DB 4954 PG 18C & DB 5024 PG 441 055EO-01-7A-02600 SOUTHERN PROPERTY LLC DB 5071 PG 231 055EO-01-35-000D1 MARCH MOUNTAIN PROPERTIES LLC DB 5024 PG 441 055EO-01-00-000AO MARCH MOUNTAIN PROPERTIES LLC 055EO-01-3A-00100 MARCH MOUNTAIN PROPERTIES LLC 0585EO-01-00-000HO COUNTY OF ALBEMARLE 6.69 ACRES (PARCELS D1 & 7B) OLD TRAIL VILLAGE - BLOCK 7C LIMITS OF DISTURBANCE: 2.73 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH ZMA2015-00001 SPECIAL EXCEPTION ADOPTED BY BOS ON MARCH 6, 2019 WITH THE FOLLOWING CONDITIONS: 1. STREAM BUFFER MITIGATION SHALL BE PROVIDED AT A 2:1 RATIO IN ACCORDANCE WITH A BUFFER MITIGATION PLAN FOR OLD TRAIL VILLAGE ZMA2015-001, AS APPROVED BY THE COUNTY ENGINEER. 2. DISTURBANCE TO THE BUFFER SHALL BE LIMITED TO THE AREAS DEPICTED ON PAGES 1-4 OF THE EXHIBIT PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. ENITITLED "WPO STREAM BUFFER IMPACT EXHIBIT BLOCKS 19, 24-25, 32-43" DATED JANUARY 23, 2018, WITH REVISION DATE OF DECEMBER 6, 2018. 3. MODIFICATION OF THE "OPEN GREEN SPACE" SHALL BE LIMITED TO THE AREAS DEPICTED ON PAGES 1-4 OF THE EXHIBIT PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. ENITITLED "WPO STREAM BUFFER IMPACT EXHIBIT BLOCKS 19, 24-25, 32-43" DATED JANUARY 23, 2018, WITH REVISION DATE OF DECEMBER 6, 2018. OVERLAY DISTRICT: MANAGED STEEP SLOPES MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: JOE MEDLEY JOE.MEDLEY@TIMMONS.COM SURVEY CONDUCTED: DATUM: 2021 HORIZONTAL: NAD83 (NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS (BLOCK 7 FRONT: SIDE: REAR: MAXIMUM BUILDING HEIGHT: EXISTING USE: PROPOSED USE: GROSS RESIDENTIAL DENSITY: BLOCK 7 TOTAL GROSS DENSITY: PROPOSED OPEN SPACE: MAXIMUM IMPERVIOUS COVE WETLAND IMPACTS: PARKING REQUIRED: TOTAL PARKING PROVIDED: SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] SIDE: 0 FT MINIMUM/25 FT MAXIMUM 0 FT MINIMUM 0 FT MINIMUM SINGLE FAMILY ATTACHED- 4.0 STORIES OR 60 FT SINGLE FAMILY DETACHED- 2.5 STORIES OR 42 FT VACANT RESIDENTIAL LAND RESIDENTIAL DEVELOPMENT FOR TOWNHOUSE UNITS 30 UNITS/3.05 ACRES = 9.83 DU/AC 56 UNITS/4.84ACRES = 11.5 DU/AC 8.73% 1.78 ACRES (0.43 ACRES PAVED CIRCULATION) NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT ACSA PUBLIC WATER AND SEWER 2 SPACES PER SINGLE FAMILY ATTACHED (30 UNITS) 1.25 SPACES PER ACCESSORY (4 UNITS) 1 GUEST SPACE PER 4 SINGLE FAMILY ATTACHED (30 UNITS 73 PARKING SPACES REQUIRED 2 GARAGE SPACES PER SINGLE FAMILY ATTACHED (7 UNITS) 1 GARAGE SPACE PER SINGLE FAMILY ATTACHED (23 UNITS) 2 DRIVEWAY SPACES PER SINGLE FAMILY ATTACHED (4 UNITS 1 DRIVEWAY SPACE PER SINGLE FAMILY ATTACHED (23 UNITS' 8 GUEST SPACES (ORION) 76 PARKING SPACES PROVIDED 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. FINAL SITE PLAN (SDP202100070) COUNTY OF ALBEMARLE, VIRGINIA 4/26/2021 VICINITY MAP 1=1000' DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC 1005 HEATHERCROFT CIRCLE SUITE 100 CROZET, VA 22932 CONTACT: DAVE BROCKMAN TELEPHONE: (702) 985-9088 EMAIL: DAVE@OLDTRAILVILLAGE.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTfESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: (434) 327-1690 EMAIL: CLINT. SHIFFLETf@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C.1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLTION C13. I v I t O T-R0- L-P-MA I C4.0 LAYOUT PLAN C4.1 LOT AND EASEMENT PLAN C5.0 UTILITY PLAN C6.0 GRADING & DRAINAGE PLAN C6.1 STORM INLET DRAINAGE MAP C7.0 STORM PROFILES C8.0 ROAD PROFILES ��,.,�,�, ��G#�T��4��flad�l�a�l•�E C9.1 STORMWATER CALCULATIONS L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS P1.0 PROFFER STATEMENT NUMBER OF SHEETS = 17 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION I ` _ sub f 1pe �� and APProvQd b aliment Revie� ty gevelOPment DeP ComR►� \ - )r �---"' Date CQ vile# Signature APPROVAL DATE m E O O M V N vi N O Q O > 1= W N 0 � O � O M QU J U co Uj J - Uri a > o N U` pu N � z -te oQ a Z� U) � N =v >� Q L on O M N � M o- d' 00-i ow kD F- 0 0 F- w > w U Q z O ZD O z w W w w w OOOO o � w zzzz z O O O O O z U U U U U O o U) W W W W W w 0 0 0 � 0 � W W W W W uJ, W W W W Q� Q� Q� cz Q� N N N N N 0 0 0 o O LU N \ N __4 N \ N \ N \ Q oo� �n 0 N r+ N O O �\+\iM N CD Cj O DATE 0412612021 DRAWN BY 1. FOX DESIGNED BY 1. FOX CHECKED BY C. SHIFFLETT SCALE N.A. U U 0 J m z 1 � H Uj w (I� J v � W w > _m0 J Q U O J z H OV 0 J 0 JOB NO. 47652 SHEET N0. C0.0 N N O 0) 0 LEGEND ROADS SEWER TRAFFIC STOP BAR ®1--- - 3 EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. Q-SAN-►--S PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER g PROPOSED PAVEMENT r------------- EXISTING WATER LINE - - � CENTERLINE OF DITCH g» yy PROPOSED WATER LINE BENCH MARK -�- 6» W PROPOSED VALVE CLEARING LIMITS - �- g» W PROPOSED TAPPING SLEEVE R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - - - EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB �- TC 240.5 PROPOSED SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL 10 PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGED SLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS SEPTEMBER 14, 2021 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 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, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16, PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built cent r ins over the design centerline. Distinguish between the design elevation and as -built by labels and tine type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. r line between -- Show and label measurement points, and an interpreted w b. Vertical Alignment ow r g P Pted 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. a single line through the design elevation. Measurements Distinguish between the elevations by striking g g g shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight -distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- a. - well. � s rampsand curb cuts must be included. de sacs. Edges for sidewalk, as w�, a 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 till compaction, CBR's, and pavement applications. h. Street frees - 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. i i"l, c-, :j 0 1 2 GENERAL NOTES WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO PRIOR TO THE BEGINNING CONSTRUCTION. APPLICATION OF THE SURFACE COURSE(S). 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL SPECIFICATIONS AND STANDARDS. FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE STATE AND LOCAL AGENCIES. SUBGRADE. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND WAY (INCLUDING ACCESS). ROAD AND BRIDGE STANDARDS. 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, OF ROAD. (N/A) SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE SLOPE OF 0.004 ft./ft. AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. TRANSITION ON EACH SIDE OF THE INLET. (N/A) 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF WITH VDOT STANDARDS. CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS ICC/ANSI Al17.1-03. OTHERWISE NOTED. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN EQUIPMENT. ACCORDANCE WITH CURRENT VDOT STANDARDS. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD PARKED VEHICLES. CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF GREATER THAN 6" SHALL HAVE A 6.1 STONE WEDGE PLACED AT THE EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE END OF THE DAY DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE BY THE ENGINEER. CORRIDOR SHALL BE ELIMINATED. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL 34. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE OUTLINED IN THE USBC. RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. PUBLIC NUISANCE AND NOT OVER SIDEWALKS, 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT THE PLACEMENT OF AGGREGATE BASE COURSE. VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES 38. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE AS DEEMED NECESSARY. SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al 17.1-09 AND THE 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR 2015 VIRGINIA CONSTRUCTION CODE. DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION 39. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH THE SURFACE COURSE(S). OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A SPECIFICATIONS. BACKWATER VALVE. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND 40. BUILDING AND ELECTRICAL PERMITS ARE REQUIRED FOR THE TOWER, SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST ANY STRUCTURE GREATER THAN 150 SQ FT HOUSING EQUIPMENT, AND THE ELECTRICAL SERVICE. Albemarle County Public Road Acceptance Procedure The processing, inspection and acceptance of public roads is administered solely by VDOT. The County is not involved in this process until the road is ready for acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee A form and fee are required for each bond such as for project with multiple q p � th 1 tple 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. Formally,this is sent directly t the ant n E -4 3 y o e county y on a AbI. ._ from. VDOT, when. VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this some correspondence from VDOT for items inspected and approved is necessary. This is usually to the form of letters approving compaction reports, CSR's, pavement cores, pipe video, or other items where partial release is sought. ht. A final punchlist inspection report from VDOT can be used for a partial ban 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 an case if there areproblems ieetin t e eligibility t v g y meeting the hgibility or occupancy minimums, and it is not known hog 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 b revised Computations and g pP g Y P 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. 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 Pagel of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Constructiou Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3_ Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal -,vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9, All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). NOTES: 1. SPLASH BLOCK SHALL BE CONCRETE, PLASTIC, OR SIMILAR MATERIAL. SPLASH BLOCK 2. SPLASH BLOCK SHOULD BE SLOPED AWAY FROM DISCHARGE POINT. 3. SPLASH BLOCK SHOULD DISCHARGE SHEET FLOW INTO A VEGETATED OR STABILIZED FLOW PATH DIRECTLY DOWNSTREAM. STABILIZED FLC DOWNSPOUT & SPLASH BLOCK DETAIL No Scale Albemarle County Private Road Acceptance Procedure This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. 1. 'Pests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e, base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: Provide drawings of the constructed improvements according to the Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements, sight easements, and. right-of-way plats. Plats should be copies of the actual recorded. documents from the Clerks 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 indicatingitems in need of documentation or completion. The following documents will. be needed P g 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 I and 2 above. An as -built plan prepared in. accordance with the County's As -Built Road Plan Policy is required. For ally releases reduct ions, 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. fx it&eta COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and. installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), and invert elevations compared to design.. inlet and ou€let protection, alignment n tnv 1 t p g 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. 1 L. 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 Iayers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit .reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. BUILDING m E 0 0 Nv N � >E w E W 3 Q U 3 U. Ld0�� Q<JUccoo J - ,ri of () W NO 4 z� °�M 3:O�Q LL Ln C U j in ~ c N rn r�4 M to M 0 x U 0 x w w x U Q Z 0 0 �I �I1I V2I If �I 1�2 z z z Z, z Z W W W W W Wz 0 Z Z Z Z Z Z Z Z Z Z a 0 0 0 0 0U 0 CL U U U U U � ti w z z z z z z p Z) a Z) O O O O O O Z U U U U U U O V or_, C ct� cl� ck� W a W a W a W a W a W a w 0 W 0 W 0 W 0 W 0 W 0 W � V) Ln V) (r) � V) 5: 5: 5: 5: W W UU W W W Q� Q� Q� Q� ac Q� N IN N N N N N N N 0 0 0 0 0 0 w N \\\\ N N N N \ N \ Q �n � o-+oo 0 0 DATE 0412612021 DRAWN BY fAWOX4 DESIGNED BY 1. FOX CHECKED BY C. SHIFFLETT SCALE N. A. 0 _ U) U U C N N 0 CU U 0 Q _ o Q o Q (1) z CIS 1 J cu LU w (DJ w a 0 `0 w 06 -2 m o Q U) 3 WQ) U� O 70o 0 C7 a z LZ z 00 O 02 U >� 0 E C N n_ p c c� c� 3 Z o� c L G Q g x � 0 0 0L 0 0 nw 2 }� ❑. 0 aE T3 axi 0 (6 C (n 0 L 0 0 E -0 U � _ m -0 JOB NO. ch o En - N U 47652 0 C U SHEET NO. a o CI . 0 u(1)i = E L SIGNAGE NOTES: - - • ` IS^I WP-2 0 4- 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH NON -SLIP BROOM FINISH1�T +00 ; THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY SIGN ADJACENT TRAVEL LNIE ASPHALT PAVEMENT'WIDENING VARIABLE WIDTH \� % % SHAPE TO ELEVATION "�`�- REVISION THERE TO. MAX. CROSS SLOPE 2% j i OF MIDPOINT OF 12' EDGE OF cXISING PAVEMENT p�� STD. UPOST //� LARGEST PIPE. I (AS DETERMINED IN FIELD) :� N: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. %..�; GALVANIZED �� - 1 "` •�r B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC - SHAPE ETR° I � �' -�\��!-.\ l'_�C-`. I i TACK COAT THE PROPOSED. »o�r�'^„•J',,`: CONTROL DEVICES. \ \ \ \ ° ° ° \ \ \ OF PIPE I- CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS,, C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE ///// �- ° ° ,.:.09/ 16/ 22XISTING SUBBASE PROPO SPECIFICATIONS. SED SUBBASE - - / D. THE 2000 INTERNATIONAL FIRE CODE. \\ \ \ \\ ; I COMPACTED SUBGRADE 4" 3' 6 000 PSI AIR -ENTRAINED - • CONSTRUCTION JOINT DETAIL$+)$. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE �- FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONCRETE ° fY OF OUTLET°PIPE TD INVERT ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS SECTION A -A ® PROPOSED MINIMUM 1 %Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN COMPACTED SUBGRADE x MINIMUM 12 INCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS NOTE 1 ABOVE. 4" TYPE 21A STONE COVER POST TO BE TRANSITION BETWEEN ` .s AS DETERMINED 811 CORES (SEE NOTE 3) � C DRIVEN PIPE DIMIETERS WHEN ` METHOD OF TREATMENT IN DROP INLETS o DIFFERENT Sim OF PIPES ARE ENCOUNTERED. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND �`�~�---~"-_ 6 T NOTES: N 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. Q O INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND 4-, DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. > E - a '�� SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. _ INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH �\1 3. PAVEMENT OFF THREE CORES S'HE L BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING w �_ ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF l TO IN`IERT OF W NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN STRUCTURE. �j ! / OUTLET PIPE 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 fi INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE ~ (� PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. ,L ACCORDANCE WITH VDOT STANDARDS. MANHOLE DR DROP INIS 7o BE FORMED AND CONSTRUCTED / Q Li,L 3 N ACCOACCORDANCE WITH APPLICABLE STANDARD 0R SPPECIALCIAL DDRAWING. 5. THE ENGINEER MA'f REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEYE PN ACCEPTABLE PAVEM€NT CROSS -SLOPE O THE INVERT SHAPING AS DETALED HEREON IS TO CONSIST OF A // tl AND EFFECTIVE SURFACE DRAINAGE. LL' ,1 PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / / J �„ W O ru {••r I••� I'-• F� I•�• SOLID WHITE LINE 24" CLASS 4f1 IN DIAMETERANDCOF ONSIO OF AGGREGATE BRICK, f jjj f„ 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. � LU i M BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I _ _ 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS (TY P.) Q U ao W SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE 1 i �./' •'-'�.: `: ° AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE INACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07W) °F THE Q•, J CONCRETE SIDEWALK PAVEMENT SECTION OF THE COARSE AGGREGATE SHALL REMAIN EXP05ED. _ ` s.. ° SPECIFICATIONS. LU - 1n Z W W W W O Z Z Z Z DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE s • ° 0� C:) 0) I'-' Z Z Z Z Z 0 �' PURPOSES ONLY. EACH MANHOLE OR DROP NLET IS TO BE SHAPED - a, > ( O O O O O INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET No Scale CONFIGURATION AND FLOW LINES, C7 LU U U U U V PLAN SECTION B-B Z � � � U t- 12' 1.5" ASPHALTIC CONCRETE SURFACE g _ < W z z METHOD OF TREATMENT IN MANHOLES X STD. VARIES COURSE - SM-9.5A \Vna-7- SPECIFICATION 0 c C /� SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE �v�- REFERENCE Q' _ N' 0 0 R1-1 2" INTERMEDIATE BASE COURSE - IM19.OA ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING � v rj Z v (J U v U 3" INTERMEDIATE BASE COURSE - BM25.OA SIGN AND POST DETAIL SHEET 1 OF 1 REVISION DATE 302 SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 = Ln 0 � � " STOP BAR DETAIL �- C 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGUUA DEPARTMENT OF TRANSPORTATION I- N NOTE: STOP SIGNS TO BE 30 WITH No Scale 2016 ROIL? &BRIDGE STANDARDS 3O3.D2 o rn > 4W HIGH INTENSITY SHEETING NO SCALE d o o 4 8" TYPE 21-B AGGREGATE SUBBASE COURSE ( v w ROAD CROSS SECTION VDOT FLEXIBLE PAVEMENT DESIGN NEW SUBDIVISION STREETS 0- FENNEL 00 _j »» SOLID WHITE LINE v COUNTY ALBEMARLE � LU W W W U1 W \�/\��\�/\�i/�\\/ SUBDIVISION OLD TRAIL VILLAGE BLOCK 7C �Y �Y COMPACTED SUBGRADE STREET NAME FENNEL & ORION EXT. (PER GEOTECHNICAL REPORT) DESIGN ENGINEER TIMMONS GROUP- JLF vi 1.5" SM-9.5A CERTIFYING ENGINEER N/A 1 O 6 �/L_ ROLL-TOP � DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS ROLL-TOP T^' 3 STEP 1: DETERMINE DESIGN AADT (PAVEMENT WIDTH) 3.0' DESIGN AADT FOR 0 3.0 2% 2% -► 284 NOTE: IF AADT <_ 50, USE MINIMUM DR VALUE OF 6.4 = 2' I� 2' ,� : STREET SEGMENT N N N N N -I LU O O O O O (TYP.) (TYP.) HEAVY DUTY ASPHALT PAVEMENT SECTION o o w w N N N N N STEP 2: DETERMINE DESIGN VALUES CBR, RF, & SSV I-- \ \ \ \ \ No Scale 1 U Q STRIPING AND SIGNAGE DETAIL 11 COMPACTED SUBGRADE �� 2 BM25.0 1 SAMPLE NO. CBRT (SOAKED) CBRD RF (APPENDIX 1) SSV (CBRD RF) Q ,y ,� M No Scale 6 21 A 2 1 4 z �' 0 U) DATE 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A NOTE: ROAD CROSS SECTION COMPLIES WITH 3 � VARIABLE WIDTH' v v v o (PLACED IN ONE LIFTS) 4 TD MAX. CROSS SLOPE 2% c ALBEMARLE COUNTY DESIGN STANDARDS. 5 0 04/26/20z1 NON -SLIP BROOM FINISH 0 8" TYPE 21B AGGREGATE BASE COURSE FENNEL ROAD CROSS SECTION PRIVATE RIGHT-OF-WAY AVG. CBRT 4.0 2.7 1.0 2.7 DRAWN BY NOTE: TESTING REQUIREMENTS &RESULTS PROVIDED BY F&R ° ° ° ° \ ��\\-�- o o o 0 0 o No Scale J. FOX \ \ \ ° - \ ////\�//��// COMPACTED SUBGRADE STEP 3: PAVEMENT DESIGN DESIGNED BY � � THICKNESS INDEX REQUIRED FOR DR 11.0 F ORION EXT . CROSS SECTION DR = 3.48Ln (AADT) - 1.48Ln (SSV) -7.23 J. FOX ;/ 3,000 PSI AIR -ENTRAINED DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS STREET SEGMENT (APPENDIX 11) 4 DR MIN 6.4 • r++ CONCRETE '' r' ' DESCRIPTION OF AS -BUILT PAVEMENT SECTION CHECKED BY 4 I+L MATERIAL NOTATION THICKNESS, (h) a (a x h) C. SHIFFLETT LIGHT DUTY ASPHALT PAVEMENT SECTION COMPACTED SUBGRADE 4" TYPE 21 B STONE SURFACE SM9.5 1.5 1.67 2.5 • NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN Z BASE BM25.0 3 1.67 5.0 SCALE ACCORDANCE WITH VDOT STANDARDS. No Scale z I 1.5" SM-9.5A SUBBASE 21A 6 0.6 3.6 • N.A• R= %4" C/L CG-6 C -7i ° CG-6 26, DP MUST EQUAL OR EXCEED DR VALUE DP 11.1 • CONTROL JOINT SPACED b1 (PAVEMENT WIDTH) DP DR PAVEMENT SECTION IS ADEQUATE AT WIDTH OF WALK (MAXIMUM) 2'5 /D 2 2.5 2 CONCRETE SIDEWALK PAVEMENT SECTION ° T ° /0 ° 411 ° EXPANSION JOINT AT MAX ` TRIP GENERATION No Scale OF 30', WITH PREMOLDED I LAND USE: SINGLE FAMILY G 4, EXPANSION FILLER 1 ITE CODE: 210 EXISTING PAVEMENT PROPOSED PAVEMENT 1CONC. COMPACTED SUBGRADE -� 2" BM25.0 AMOUNT: 30 UNITS WALK UNITS: PER DWELLING UNIT 5' 6 6" 21A 6 WEEKDAY CL o- SAWCUT THROUGH MATCH EX. CROSS SIDEWALK (PLANTING STRIP) (PLANTING STRIP) ADT AM PEAK HOUR PM PEAK HOUR NOTE: PROPOSED -� ♦--•-•T--- 5' IN OUT TOTAL IN OUT TOTAL EX. SURFACE w SLOPE UNLESS OTHERWISE 9 ° Q PAVEMENT MUST TIE U q ° • Q ° ♦ °° 284 8 23 31 20 11 31 IN WITH EXISTING X COURSE w SPECIFIED ON PLANS a a ° `� ° ° °° NOTE: ROAD CROSS SECTION COMPLIES WITH SIDEWALK w & REMOVE ° ALBEMARLE COUNTY DESIGN STANDARDS. U PAVEMENT PAVEMENT �♦ �CS o . o 2'MIN. PROPOSEDv� v, EXTENDED CROSS SECTION PUBLIC RIGHT-OF-WAY SURFACE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ L2RIION Scale 2 ± COURSE i . /�/�/�/�/�/�/�/�/�/�/�/�/�/�/� �/�/�//�//�/� ��- COMPACTED SUBGRADE 4" 21-B STONE EXISTING U PAVEMENT CONCRETE SIDEWALK JOINT DETAIL E E UI ED ` O No Scale SIDEWALK (WHER R Q R ) Q VDOT STD. CURB MILL EX. SURFACE COURSE CONSTRUCTED ADJACENT TO DROP INLET (DI-3) BASE COURSE AND FLUSH WITH INLET TOP SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE 2, R WITH TYPE "A" NOSING Z0 Q �411U I-1 O 0 � J CONC CURB AND GUTTER CLASS 3A, ILL o PAVEMENT REPLACEMENT JOINT DETAIL / a (f'c=3,000 PSI) CONCRETE XJ oZ W > Q No Scale �� " 0- ` W n I-- 6 �0 ao w J W cc 9B \/ � ° 111.1 0.5' ¢ o r1 ca V fZ' WIDTH OF C ENTRANCE / LI a a *0 ° D , 0.5 _ ° / r - t �- ° / - %w LIMITS OF PED. g LIMITS OF PED. a 6 . • ° ° •- - 3 j . �' LU ��( ACCESS ROUTE o ACCESS ROUTE \ ° ° 4 a 7u o. FLOW. a • s ° ► , .. a ° °• E �pl ^ ` r 5 `�J 4 a �' LINE FLOW LIfV J J J �, r7. 7 ► d W UNPA NON -TRAVERSABLE a ° G� ° G °' a . l 'Y ! I . P• : 'qr I� t ° '/2 WIDTH OF ENTRANCE VED SPACE S, PF n - UNPAVED SPACE COMPACTED // ° Q afjJ TIN R PROPOSED - ° a ° ° � s a % e f riY,.�/}I% 1��aRl0/11 \ 1�� 3f� EXISTING 0 O ED EXPANSION JOINT � SUBGRADE \ a �; '��'�� ,•�.;�., l �..\ <� ,•",�,� �c" ,�.� ,, �' �1�••r W a ` SIDEWALK OR SIDEWALK SPACE o WIDTH OF a 5' ,r 5' r a ! / r ry . s� r/ y ,y�,�. // a� I_L i a ENTRANCE / - s ✓ .. j m 4 4 a .f/\�✓ x �/�pf. u H 2' - 0" z \ v CONTINUE 21 B STONE F } L r o LIMITS OF PED. o <• `r e • \' a s f\ r\� EXPANSION JOINT w LIMITS OF PIED. 7 o o {ti/yG��1t� rff��l'%'% z ACCESS ROUTE I] N l�°f e� \N z � © NON --TRAVERSABLE �, _ accEss ROUTE � � � o VDOT STD. ROLL-TOP CURB SECTION A '�` / '`'°� � \� � \ �.� E E w P 4 MIN. o �%.l?!� 1��, r/-{ ��i� .1� ,ic�� J z ,� o c o c o BASE FROM ADJACENT ;%`'` >�`.� `, ,%�„ `v.,t r `� U w �' 1 PAVEMENT SECTION 3.°i.A'�✓i�5 >"r,�,�r�� >,:T� ✓.�r O z.0 CURB INCLUDED IN U PEDESTRIAN ACCESS ROUTE DETAIL WITH & \ /\ /\ /\ /� /\ /� /� /� /� /\ /\ UNDER CURB ~i U Ujw �P ENTRANCE GUTTER q WITHOUT UNPAVED SPACE „- „ PLAN SECTION A-A��611- 6 2 0 NO SCALE NO SCALE Vw Z V) Q w ADDITIONAL, RIGHT-OF-WAY IS REQUIRED IF THE LIMITS FLOW LINE z EXISTINGOF PROPQSED VDOTAN ACCESS ERI©T OFEXTEND YBEYOND � 2 0" .� tollVDOT STANDARD CG-6 CURB & GUTTER ROLL-TOP CURB TRANSITION TO STANDARD CURB DROP INLET w P. Q. D. O ENTRANCE WIDTH No Scale No Scale w x EXPANSION JOINT DESIRABLE MINIMUM 16' °• • t . a• Q C) ABSOLUTE MINIMUM 12' ®PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS a UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A �� 000p oo` o Face of Curb Invert Line FACILITY THAT CAN BE APPROACHED, ENTERED AND EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F 6" HALF PLAN C $ IF PEDESTRIAN ACCESS ROUTES M ARE BEING 2'_0" a u PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH R-1.5" s o IS REQUIRED WITH A MAX. 2/ CROSS SLOPE. i f•5` 1 4' U• A �. = o'` a � ' drainage, Slope break for d alna e, if re 'd. WHEN USED IN CONJUNCTION WITH STANDARD P _.._ g q CG-3 OR CC-7,THE CURB FACE ON THIS d' �' PARABOLIC STANDARD IS TO BE ADJUSTED TO MATCH THE p _ -- - -- - n UNPAVED4 SIDEWALK CURVE MOUNTABLE CURB CONFIGURATION. o`• coo ' oo� p o a SPAEc I SPACE o, c„ogo, o p r� " � ,� w � ` R= 2 Feet v ® R-I.2Jc o rn NORMAL GUTTER ® ® _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ * �7 0 0 a it Back of Curb u _ J _ /dar'1 {7p lanr Mao a Ge ConClt� '-` ' o o "' SECTION E - E �orAryR of auo rror gar sro ws s o p p * X K ��/b g pyldad o rrd mum d R v Radius Return rsC S matMolnc+d. a v o m '� p',- ;. 0' o . o • o . lE 0% TO t0% CHANGE t3" v t v� Ci I I I (� o• �'oo o• o I I lii i! P profile to match � i i % Warp curb r �.o o' .00 Yo• 3 0 ;i;1 '• Y p 9 o • 4 b : b o • by �� . .� o t ; i ; drivewa entrance o Ton rode o o. o. o • o o •o 0 o CLASS a3 fH.E.S.) CONC. I •"r" 2 oho 0000 .r+oo o�'o o'o I A ` a� 2 iii; i i i ! t within 4 fe6t each side of apron o ��A o' %i ` ` i l i t ; above invert fine. 6" AGGR. BASE TYPE I SIZE 218 � ' L'• - - v E "� � : I m - 12% MAO5LOPE I 5' 0" ® POINT OF GRADE CHANGE ' �• ' a. . p, n Constr. c FIGURE 5 - CURB AND GUTTER DETAILS Joint I Driveway Entrance Apron for Rglltop Curb FOR CURB AND GUTTER ONLY l' �• �• �• X FOR SIDEWALK, CURB AND GUTTER M % 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS o •o . o • o The following notes apply to CG-6, CG-7 and Rolltop curb: „o,o o JOB NO. BUILT CONCURRENTLY o• o.o a. o Mainline Edge of Pavement K K 3 % MAXIMUM DECREASE F SLOPE FOR FIRST 10' INTERVAL AND 1. Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in 47652 SECTION C'C 8 MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D Driveway Entrance Warp Transition Roll top curb place using Class A3 hydraulic cement concrete.- Port Section A SPECIFICATION T R AN E GUTTER `GOUT - Tr n i n FIGURE 8 - ROLLTOP CURB ENTRANCE DETAIL SECTION Oil- REFERENCE(1 SHEET NO. STANDARD EN ROAD AND BRIDGE STANDARDS 2. When used with stabilized, open graded drainage layers, the bottom of the curb Part Plan of Entrance a s t o 502 REVISION DATE SHEET 1 OF 1 and gutter shall be constructed parallel to the slope of the sub -base courses and FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL `�`� ` C 1, I VIRGINIIA DEPARTMENT OF TRANSPORTATION 07l15 203-02 to the depth of the pavement but not less than the thickness shown. W 0 O a Q W N N O 0 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"-l" METERS) NTS FIG. W-7 TD-13 VARIES 4" DIAMETER BRANCH AND VALVE --� ALVE BOX VARIES J. PLUG WATER MAIN-- 1 \----RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC a CAP j LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE 1 .--... -- --- NO. 57 STONE M.J, FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIEILE---N,,,. BRICK SUPPORTS OR SOLID CEMENT BLOCKS --� "---TYPE "K" SOFT COPPER PORATION STOP SHED GRADE I BRONZE GATE VALVE SHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2 FOR WATERLINES IN SMALLER ALLER THAN 12 USE A 1 A.R,V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES 6' MEN (270•) 2' TO 10' 18"-22" 7 CU. FT. ALVE BOX #68 STONE 42"MIN %� 6" GATE " �. VALVE •'1 I , 1 8" X 6" i ' TEE 2500 P.S.I. CONCRETE . x BASE AND THRUST r {•^:.:y'• ��;!` BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE 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 1S NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 PLACE 5' GALVANIZED WITNESS " POST WITH R CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID � L1 Z C'4 R' - - _ M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE d 2'x 2' BEARING AREA. THRUST BLOCK 4 a v A ,a c .• a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 TD-9 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL ❑o i' TYPE 'K"-�- SOFT COPPER FOR USE ON AT SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. (__1::4 i'xl"xt" TEE ❑ O ❑ NOTE: NO SWEATED FITTINGS 2, DUAL SERVICE R 1' COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID FINISHED GRADE - I 1 '' ITT- 1 LOCKWING BALL - - METER ALVE Box I NLET & OUTLET)� 36" MIN. COPPERSETTER 1/8 BEND COUPLING Q� METER CORPORATION STOP BRICK AS NECESSARY SAND OR DUST UNDER •. OT SPEC. 203 NO. 57 - ,.�.t.,.,, VD PE BOX AND SETTER (2-INCH _ _ AGGREGATE MINIMUM THICKNESS) ...:.._ ., ......- ..._ , .. ...._. ', TYPICAL SERVICE LATERAL_ INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS y AS SHOWN. D t 4 BARS ® 12" ON CENTER FOR 12 BENDS & LARGER �^ B ONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND PIPE SIZE A B C D E F 4" - B" V-9' 2'-3' 2'-8" V-2 2'-0' 1 1/4' 11 1/4' 8" 2'-3 Y-0 2'-6" V-6 2'-6" 1 1 4" 10' X-9 3'-9 2'-8" 2'--0 3'-0" 2" 12' 3'-0 4'-�3' 3'-0' 2'-3" 3'--B" 2" 18" 3'-•8" 5'--8" S-3' X-O' 4'-6' 2 1/2" 4" - B x-B" 3'-O' X-s' 1'-B 2'-8' 1 1/4" 8" 3'-0 4'-3' 2'-8' 2'-8" 3'-3" �2" 22 1/2' 10' X-3" W--0 3'-0 2'-9" S-9 2" 12' S-9" 6'-[3'-0" 3'-8 4'-3 2' 18' 5'-0 7'- 4'-0' 5'-8 2 1/2" 45 4" - 6" 3'-0" 8'- 3'-3' 3'-3" 2 1/4 8" 3'-8" B'- Y-8" 3,-9" 2 1/4" id" 4'-B" 7'- 4'-3' 5'-0" 2 1/4* 12" 5'- W- 5'-0 5'-9" 2 1/2' 18" B'-B 11'- 6'-0 7'-3' 2 1 2" 1 4" THICK 3" THREAD a.-3/4" ATE WASHER iv 1 NOMINAL INSIDE ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE 4 BARS ® 12" PIPE BELL ON CENTER FORCONCRETE 12' BENDS & CLASS "B" LARGER C CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 6" NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum Certification of 95% compaction required Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed sail , or as approved by the ACSA. �. 4' MINIMUM AUM TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-•3B TD-5 UNDISTURBED EARTH 2 - 3/4' DIA ALL -THREAD RODS.._. ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) r-WATER MAIN VALVE 24" MIN UNDISTURBED EARTH Elm e:. .., CLASS A-3 CONCRETE ��4'_� I` uln, '.`t ::' i--MEGA-LUG 18" .•�, MIN 8" ELEVATION UNDISTURBED EA 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 1S LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES MS Fig. W-3C TD--6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 5' r WATER WATER SEWER L7 C3 G! ic L❑CATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT ❑F WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-I k 0-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Sao" IN 8" INITIAL BACKFILL 24' 1 8" Mi MIN. MIN. MIN, 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION M1 UNSTABLE S" 4 I S» INITIAL BACKFILL e" MI S" SOIL Ml MIN. MIN MIN.#68 STONE RANULAR FILL AS APPROVED BY ACSA �`� 5T CK' STABLE SOIL OR ROCK' NOTE 1" NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 6. BELL HOLES SHALL BE DUG OUT 1N 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) CU•YD• (FEET) CU,YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0,15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1,50 2.00 2.50 0.10 90 3,66 3.16 3.21 0.48 8.. 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1,66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10 & 12" 45 3.33 3.58 2.95 0.43 3,83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG, W-3 TD- 3 M CD Q rn v (N Vi N C: > E w E LU tj Q LL 0 3 C) w ti ti w O W LU O 0 � � 0 M ~ Z Z Z Z Z (a7FA Wo� a OOOOOO CU 3a: 0 x V)) oC� emu- w ZcZZ Z �v�r4 z0 OOOUOUOOOV C4 C4 C C F_ Q 1�ri o U1 W W W W W rn - a a a a a 6-1 L LI a M (r)Lr)Lo(0 � ti ti ti ti ti oo _J » » > C)LU W W W W W CY- C ct� ck� Cr V) Q� O 2 (D O Q� p N N N N N w O O O O O > w N N N N N O O O Ul Q p c0*�tiM n z O U) DATE > 0412612021 O DRAWN BY J. FOX • DESIGNED BY • J. FOX • CHECKED BY • C. SHIFFLETT • SCALE • N.A. CL 0 U 0 W Q � V J W' � LU J W cQc 0 G ED 06 m J Q VJ LL W �o Z 7 O L U 0 JOB NO. 47652 SHEET NO. C.1.2 ti 0LLJ Z OO Z O a 4 ti LLJ N O rn 0 0 c Z) ai U) U c > 0 is to 0 0- 0- >, c ro 0 a) 0) m 0 O _ m C ro (U CL C `o T 0 3 C -0a- Z) �O -0 lY N �Z O :2 2 o c ro µ- E o c � ca a U O = W (U C7 3 Z m O m Q �a) 0 f: 0 aL.. o •� CL rn � � N U = axi 0 a) -U B a ro C 0 C a) 0 E 0 _ U ro o -0 = a) -0 �-0 U Z 0 �o ro U w tn C: (n 0 r_ U n a2 a) -0 0 .W s L s. s '.Jt s:tt rr xrtrrrtrss::t t r:.:.44s s ^! { 1 V ,rY , ,F t , Fti"r r , f.r rlF< 1 , a.,... , t tr t 5fj{j Frl": d tiv 5 v r v' FIRE CALCULATIONS F R Flk t i `y f F FJ :F ..F F FY fFF7:I FF F 4 f'• I, FLI� •-,l ,7•:. ISO IR FLOW O [ s� F F t.4t .pl.,. � iti.' FF FJ Fy t�Lf: :� F,r i ( : fT S {t{ {41tft F5FEfjF ., i, y I .1t i . }k.tlt; If rfG' nSV..{:... .f3 ,t VV F F - { F.:. i. S }:rN{j{tt aal a { j 7 M7. I 1 a �..1. ;:- s i OLD TRAIL VILLAGE BLOCK 7C "'r' an I;I ;f ;, ,I,1„f„r,,;_ ; tF F!': F F is F:,har:.F r.rtrtr. �. �y/ry'�•ryy y l,<i:. �i f•{ . .! ..:...,....s r L,.s {{ ++i ` Y F F. r. hc« t is rXr::i T it::' TF: f iCtti{i FFY' ;• . rt'- t{. i i.. f... .Ei f1, r,., I I I I . , T •-: 1•'' ��... 7 t F F .FSF •F Ffi-. F{FiF,F.F f F lifi'S T71 F. .,{ e .3 ,1 4,,.,... , F.. �,, qq .a... 7 : .tS1 iT:i..r ;, Y { }} 'I V- L• ' f F F F<r:TF,I F,f,F1 FFFFi'{7 rFFYr«ntlfiL: STI 7T t71F iu tr t ,' :': �iir T:7i F,Tik71 F,fiTr T, , r5r +FY�fr:rft It i{eye' s1s �J s a"" i .r..'z, , 7: •: •. � k j .: � ... ,... , { ::t ,v , 1.,..... �•fA ,,....,. .., 4 t T T T Y Y F YrYSTFt757I t YFT,FFFIFf�7F,tIFFF , -..,{ ,iY i(i 7.7},To i91T 51 (..7.7 t c..nl L CO NECTI ON NOTES. F �I , { SEWER SERVICE LATERA N f • ,., i '.:3, r, ,. ,, f:,, E .,.r.. .,... 1!a°".. s : 7.i ; `% ,'r ,. '. .::c{F r F,F. F. t. I. fl INS i73r5757175 Ttitt STFS-. F TF T F F37: I.i: Li Si. 7. T S)rtr5i itiT: aYix f., ++�..- s:.,,,., :rd, �itf'FtflfT.IFtF F17:fr 7{7�r*i�FTFSt: i:a 7tt:. Ti .r ,F,#F�i. r rr [[ TTrr qq } - ,. r,, r,. F[t y +}+} .F£.... 5. .. tvs ap. y 5y.5 .. . ..{ ,. I}.1 ,.,. I I 1 i. .... .. Y.4 y. +,..., t ..iiit]5757S,fiYc3,t�:,tib rI,Sf1,F,.. F, f,:,F,IxF F,F, _ ::,rr,F }r, 579 79@i'i: ti7lrirSr97:.crci 5e„5 9,5,,,A VI:s O MANHOLE �4 ,€.. f(�.,� „ , � ., i .. p{ .... � . a . a t. WHERE A SEWER SERVICE LATERAL CONNECTS T A M jf ? ,,r f fV: ., f F r ,::is ::r ,,, n<F.,. ,:eF , F,r,r , t,�. ...�t.< , r. r r r. ii: F'iti57 rtr•i575P:Fti,i, Ffi FS.f :FF`:FYF FTF F'rF t, ::`ieFr� 4 I t 4 ...... p, tt :..�y::. 1, t {{ q r tt �,,,,, L„ i $ i iii. i. fl 7 1 u,5r155F555. iT jf yy., � �. 1 J({ 1 1. 1 .'::� -'l.' "'•,,.:.. ;:.. .. :' "' ,a+je ;..:., •, .,. j :, .... 1I ••. 1 .. >F.t r£.. �.: .r ..... • .. .t .. .: ::.. { ..E�e e. r...£_Y:�frs`'��v,}'Ek r x..c� c e,x u r F .= R:'. r r .. c �. "ce.a- h.:s T . T t,.<rl,.. .,_ .. , rt„ 7 .YrTf rf. F..F..,. r..I.<FSF.. F. F r<r <f,F <f �F. R. f�yyl 7. i e F r: r r "" .... ..-. .. .. '.:.. ,. t r 5,7tb,TrS,fhF)F,F..IYFY4FsrYFPr£FYt.fYIi.I.Il.<ili.,cl, 7. 7. 7. .u7..,5,.,t,«tA7.ELEVATION TYPE OF CONSTRUCTION. CLASS I WOOD FRAME / OR THE SERVICE LATERAL I . , , ..,.. , r.. x q /� INVERT r , .. 4 _ , � o.., , .IS ,�r. f , , ,. 4. t t ., 77.... i3.. 33 Ili }rS AND NV tN V ERT F ++ 55 i'T'Yk ,SIY F1..... 3.. S nrrrlr3. ii4nr,.r:.r..n.r. v,v:v,va vvr>ir.:1,,...,3.,,...,....,.,.r.n,,.k, SS hrfi rt33i:Y.1313,r.i.Y.4;,SAt;Vt),5):.1,k6,1kfX{k�1..;. a+.4':,4 Y4((Yyy � :,-.. x{..{{. ., g... .., .4 .4 .; nl... ..'.. „• 'T► ..YA.. CONSTRUCTION COEFFICIENT: F= 1.5 INDICATED ,THE TOP (CROWN) ELEVATION OF THE SERVICE jktlOi41, L ifSSUTE?.'Zrli' ICRrDZET'SER:VIC : a E LATERAL PiPE SHALL BE AT LEAST 0.2' HIGHER THAN THE NOTE, MIN, 60 DIAMETER MANHOLE REQUIRED. +iM. �I`i►: I ":,;:•� '' __ __ i TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED BUILDING SIZE: Single Level 4,550 sf r TO THE MANHOLE. EFFECTIVE AREA 4,550 sf at#TIfCt of�2[621 8 �}r't'[`{ Q NH, STEP CfYPJ a DROP MANHOLE PVC CROSS OW WW: _I }��` �' _•:, 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAiN SHALL fvlIng es Qf FjgW ' �- 2I BE CONNECTED USING A PIPE SADDLE. USE APPRflvEA FLExIBLE RUaztER CONSTRUCTION FACTOR: C = 18F (A)"0.5 C= 1,821 - - '+ 2' a BCJDTr O� � G�/ 16122 t„ 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% _ pe•SiZe I0. e-s I Al CONSTRUCTION COEFFICIENT: F-1.5 #x 1 4" PER FOOT '��t�:�`� ,.• III 3000 PSI CONC. BASE ►� ' 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2 MIN TYPE OF OCCUPANCY: C 2 LIMITED COMBUSTIBLE Educational institution 0= 0.85 FffES51xCE Hydrant:: 12�I DIAMETER OF 4", OCCUPANCY FACTOR "' r c,° s' GASKETED °e STOP COUPLING Q BENCH SLOPED TO FLOW - F' ��ti�' 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER tatic P.resur!B Z 1: m" ` DROP CHANNEL 1 /4" 1' MIN o OF 3 FEET. EXPOSURE (X) AND COMMUNICATION (P) X1 + P1 = 0.00 PIPE STRAPS n;V`,•. PIPE " `` EO ( I SALT e ldual PressSu a psl) �! }' D I _.-. NEEDED FIRE FLOW: NNF=[CI[01(1+[X+P1) = 1,548 TREATED (STAINLESS STEEL) �-, SPACER EVERY `.•;;.�-':: :._ 2' VERTICALLY : Di - v N 2 x 4 CONSTRUCTION COEFFICIENT: F-1.5 = - ` FINISHED GROUND a a ° 'i' •'�t 90 RESTRAINED BEND :.;,t._. ,'_" t. �� /' ' A C Q 0 ❑ Q2i7 Lcxaped ❑ .uitlple lnl�ne Hyt raf�7S : ❑ C Singl Ficiw ❑ Spnnkl,er Tit Slagle FlflirNr MARKER _ ` t BRANCH > SEWER INFLUENT NT 2 -�^- aj E SPRINKLER REDUCTION = 0% m m - --- Flt t r H dfant 11 i2� FITQT PfE'SSLff ##9': f '.; 4 l Yel,laz ["� . o,st TOTAL FIRE FLOW NEEDED 2,000 GPM ":, ❑ .. 4 , . 4 • . PIPE / R\ _ - = :., ) l . ,. :' _..LLI ........................._ A 4 o • , ?' q .a __-'MAIN / D ~ U ai 3 E.Ic��,v Hy1 Ir�lnt ##2 12 02> pitot Rfes uf� IP I� . q4' I lr`e . " $L&t �I{3 iF#? > a ° a y 6 4 ' ' n Q a a PIP SEWER - Ll, 0 3 _ xs�ti3 AVAILABLE FIRE FLOW: HYDRANT LOCATION AHS _ _ 2„ p O i n STATIC PRESSURE 92.1PSI i' - , "° "'' "M 'M FIc1t,Hydfant#3, I I F�ft€#t Pff'SStdf� ##3�i51� ;; uu_ I Yell�aV�i �., ❑ :St �II#►v 3e I PLAN Q J U CO Z W W W W W RESIDUAL PRESSURE 56.2 PSI I N M O z ESTIMATED FLOW 2,236 GPM PLUG END OF PROFILE y `` o L S S MODELED FIRE FLOW 3,258 GPM @ 20 PSI TI Estirrrated Flavi€ ��Pl 223FS. MAIN LINE SECTION SERVICE LATERAL MINT 6` BEDDING WITH NO, 6B STCINE t�7WN� a 0000 0 -VW i '' - --, r,,I. 45"0'Q" Prepared By: r4iAtY A talculatto...... } I 3258. 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO {z) FEE(. FLEXIBLE CONNECT) ON NOTE: ALL CONNECTIONS TO ? _= X 3: OJ U w [ Timmons Group " WITH STAINLESS STEEL Q U_ Z Z Z Z Z 608 Preston Avenue, Suite 200 It1°' � ! �? "` f g" ' `"•k t`s' } 2. VERTICAL DROP PIPE SHALL BE SDR 26 P,V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL FLEXIBLE ai p Q 0 p Z) 0 Z) Z) Z) Charlottesville, VA 22903 THE DROP FITTING WITH STANDARD GASKETJOINT. BE CORED AND A CONNECTION BOOT U a N -' V > iD = Ui Z O U U U U U CtiriiCTlQntS 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIP£ JOINTS. STRAPS SHALL BE MADE OF � INSTALLED Q � N.ri '-' t!') W W W W W HtCIFa[175 O ,61Er EiII the ,Vt3j� STAINLESS STEEL, 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOCH TRANSITION FROM DROP CONNECTION DISCHARGE POINT O =o rn v N ''-' W a Ci 0 0 0 I � W W W W W I tl IN LINE WYE-TEE $• .a iCY°L4t4,R1 ?Ii, 1,#TSF k1S `tl I��sEail ?1)1.{1 `t��. LrAf Inc','+ '" f.'�C.P,,sFad $+{a'7,7yC:4ts' , ' TO SPRING LINE OF MANHOLE INVERT. (n V) L0 (n (~/) >. ,'h V'.7j€ NK tS1 7F' d`e X.2` .{-,13 SBS u€ A SaG las't� ie7L t$'.F4E sJ.1�. T:')AdF65€ '�4.isE5,rA"�ITat"9 ,rS ar�Li2 f'rs'1 5� _t4'•3�i,g7lrlfll �.d7i a$E4 i£h'•x39 fk�'L4d's:? �YNi,sa¢aa9i'"'�EYil`?2 G : U PLAN S.0 �. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED Al-' 45 DEGREES, INTO THE FLOW. TYPICAL M A N H 0 i�E P L.A N -1 CD LU W .�•� W W W W "-. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 94 DEGREES FROM THE ACCESS STEPS. C4Q;�� CX VARIES Esklrnated GQf4&LIlT p ,q. ><I7 �gq, I 7 I 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS, SHOWING BRANCH TIE - ! C� It Ui For u�etce[ y��t�•t Butf�t SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o Sinatulr� o'Te N.T.S. N,T,S. FIG. S-I-B j _ FIG. S-2 FIG. S-1-C2 O NY TD-30 D-2 TD-33 ~ �+ N N N N N N N N LU > w 0 N 0 N 0 N 0 N 0 N O ti O CO W Q N N \iM O O n ° �, Z O 0 0 O �:E FRAME & COVER O DATE • r. FRAME & COVER (SEE FIG. S--I-D,E) U1 REMAINING BACKFILL SHALL N NOT CONTAIN ROCK MATERIAL B q - gR 8 s SEE FIG. S-I-D, E /,/rNON-PAVED AREA STREET SURFACE OR NONSTRE�PAVEDFAREAACE OR > O 0412612021 36"MiN LARGER THAN 5" IN ANY ., o E SLOPED AREAJ SLOPED AREA --� DRAWN BY va } DIMENSION E O1 U �! I E 24"MI �� INTIAL BACKFILL* 1'-0" MAX 2'-0. RUBBER COATED STEEL STEPS o CAST IN PLACE „ 1 -O MAX J. FOX { 8"MIN (6" LIFTS) 04 .- EMBEDMENT PRECAST REINFORCED CONCRETE 2'--Op' DESIGNED BY * THOROUGHLY COMPACTED ,_, BY NAND OR APPROVED t. E s� - E O a SPRING GPIPE MECHANICAL TAMPER m ° � `� £ n A a, " EALS a SECTIONS R APPROVEDSEQUAL COATED STEEL . • J. FOX N w HAUNCHINGQ "�� 3 " MIN RUBBER �� 3 -0 MIN NO. 68 STONE - s �, 0 BEDDING 6" max T_ 1 �•! ao " 4" min � E �7 -Z ° -o THE DROP CONNECTION SHALL BE � DUCTILE IRON PIPE (CLASS 50)3 A 5" BACKFILLED IN 6" LAYERS AND STEPS CAST iN PLACE PRECAST REINFORCED " CONCRETE SECTIONS 12 MIN • • CHECKED BY C. SHIFFLETT a FOUNDATION (SHALL BE ^, E ,� COMPACTED BY HAND TAMPERS OR 12 MIN BACKFILLED WITH SELF -COMPACTING "0" RING SEALS 16" MAX SCALE ____�_� REQUIRED WHEN SOiL R � tn �'a 16a MAXI ST©NE, MINIMUM ELEVATION • CONDITIONS ARE UNSTABLE ,n �� r„ ALL PIPE} N " u 5' � � DIFFERENCE ACROSS M.H. 5 4'- 0 �� N.A. 2 04 E \F ` p MINIMUM ELEVATION DIFFERENCE 12"MIN 12'MiN FROM INLET TO OUTLET m ^off ACROSS M.H. FROM INLET TO VARIE ' . A OUTLET SHALL BE 0.20 FEET SHALL BE 0.20 FEET. VARIES • CONCRETE ► •' ' A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN DEPTH .OF FLOW CHANNEL TO BE �FiLLETS d 3/4 DIAMETER OF • NOTE O 1. OPEN CUTS iN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE INLET & OULET PIPE SHALL BE ►' ' Q PROVIDED, °, .' , ► ; 12" .• • �'ik: ;";+� .;•:'�'P� ,,. A• - `� CONTRIBUTING a -- --- - a. " SEWER. ,;� a �.•a. ;A�•'• .. 12 • A FILLETED INVERT OR A SMOOTH ' BACKFILLED ENTIRELY WITH N0. 21A STONE, 3/4 DIA OF LARGEST TRANSITION OF FLOW BETWEEN 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED z AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 U PiPE iN MANHOLE MIN. 6" BEDDING WITH NO, 68 STONE INLET & OUTLET PIPE SHALL BE PROVIDED. MiN. 6" BEDDING STONE SHALL BE PROVIDED' N E E E s 3. WHERE ROCK IS ENCOUNTERED > 0 �� o n NOTES' NOTE W/ N0. 6$ STONE PIPE SHALL BE INSTALLED ON A MINIMUM 6" M w BEDDING OF NO, 68 STONE ' N` Nu N Do `� EE 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE O 0 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, EXTENDED OR NON -EXTENDED BASES. U 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED DESIGN ON SEWERS WiTH STEEP SLOPES. INSIDE AND OUT. TYPICAL SEWER PIPE ' INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TYPICAL MANHOLE WITH DROP CONNECTION TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S U NTS FIG S-I-D N.T.S FIG. S-3 TD-31 NTS FIG. S-I-C FIG. S-I-A O TD-34 j TD-25 TD-28 W Z H U) _ PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SLOPED AREA RUBBER COATED STEEL STEPS {� ROADWAY p �i +L '�' ''� .' ': W > CAST IN PLACE %' ''7 a: ; ''• ''..,. W FRAME & COVER SEE FIG. S-hD, E . '.� `,,. JUj (D (4) 1' (25mm) Dw HO= 1 t 2' ON 3 A 4- (E34awn) DA 27 1/2" DA [38mm] N O [699mm] 26 1/4" DA 7' [697mm] [178�++7 a c za' DiA I C� :o [BDsmm] �1 PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RiNG SEALS R APPROVED EQUAL ° 2a-0" 1'-0" MAX , ` SET DOGHOUSE BASE Y ` a ,: a EXISTING SANITARY ON CONCRETE BLOCKS : , "• SEWER PIPE DOGHOUSE OPENING SHALL :"' ;. ;. a :" MIN. 12" CLEARANCE BE PREFORMED BY .'• d • ; � BETWEEN EXISTING PIP MANUFACTURER OR ' ": •%'.• AND STONE BEDDING SAW CUT TO FIT PIPE , : ¢ LLl m J Q Q 0A6x W PAVEMENT 28 7/16- DIA I 5/a- [722mm7 -- [16mm] • • o A FITTING MAY BE REQUIRED WITH ACSA APPROVAL. OUTSIDE DIAMATER n .4" ;? ' ! +." x 12" THICK VgOT �� O W o � a % z No, 68 STONE BEDDING �O [914mm] [660mm 1 1/2" ? - 42' MIN, � FRAME SECTION 13/16" [38mm] 8"xB"x16" AND 4'x8"x16" SOLID CONCRETE BLOCKS z z COATED STEEL BAND OR STAINLESS [20mm] _1 42' MIN. 0,2s MINI THICKNESS STEEL CASING INSULATORS ( " 2' (51mm) LEnUiS STEEL CASING j 12 CONCRETE FILL i��v FwsH) -�-�*--BOTH ENDS 1" THE DROP CONNECTION SHALL BE 3'-0" MIN Q DUCTILE IRON PIPE CLASS 500� BACKFILLED IN 6" L YERS AN TAMPERS OR CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE EASE �� p i1 I2 1 �� !1 3 1/B' t/2r -1 � r• (79mmI [73mm] COMPACTED BY HAND : 5,a BACKFILLED WITH SELF' --COMPACTING ', FILL DOGHOUSE, OPENING < 3 13/1 s" 0 22 13/16" 2 1/B' [97mm] [0 ro � STONE. 12 MIN ' MANHOLE ABOVE BASE SHALL AROUND G PIPE BE CONSTRUCTED AS SHOWN IPS1�CONCRETE >✓ I f, [54mm ie 25' 25* 2`-0' 7' OR 8' 7' OR 8` 2'-0' ;�'-0' 0 1 t/16" 1 3/8" (635mm] [35mm] g/t6" O.D. OF GKT GROOVE +■�� rT,� �T++ w„1 [17mm] [14mm] SECTION VIEW 16" MAX , MINIMUM ELEVATION DIFFERENCE `^"� 4, ACROSS M.H. FROM INLET TO 5 T OUTLET SHALL BE 0.20 FEET WITH 3,000 ON FIGURE S-1-A OR NON -SHRINKING GROUT CAM BOLT 1/4' (emm) DIA $EE ASSEMBLY NEOPRENE GASKET 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH UCTILE IRON PIPE I _ IS' OR 20' JOINT OF D,I, i °��" (2) WSHR 1/16 x 5/8 x 1 1/2 �" $' (2I cq�p 1800" RUMER PART/ 00981045 RESTRAINED JOINTS) �" W 2) coxs [amm]� t 5/8" (z) BLr HF)( s/a-711ca 1/2 ss 2400" [41mm PaRr# DD981250 VARIE Q TRANSITION OF FLOW BETWEEN ► R' ' INLET & OULET PIPE SHALL BE PROVIDED. ALLOW CONCRETE WRAP EXISTING PIPE WI1N TO FLOW A MIN. % NEOPRENE GASKET MATERIAL Q t/2" 7 1 8' 29mm DA BOSS (Bmm .63 DIA STAINLESS STEEL ROD (2> WSHR s/a ID 1 SD OD ss NOTE: 1• STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PLANVIE'ly / ( ) [13mm P►RTt 00981318 ,, s r __ A _.. FITTING DIMENSION VARIES WITH SLOPE. 1' D" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE ::±: NEOPRENE SECURED BY 2 PAVEMENT, WHICHEVER IS GREATER. PIGKBAR & LOCKLUG HOLE DETAIL NOTES: 2) N11T HX 5/6-71 ZN NYLK 2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, PART/ 0098128a y p ,. ► i1• 12" •, L�' D ' ;° i.. ► �- p .•► NON - CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING O I. ALL MANHOLESKID WITHIN 100 VEER WATERTIGHT VER OR LOCATED IN AREAS ED, SLB CT 7O FLOODING SHALL HAVE WATERTIGHT FRAME do (DYER (2) NVr HX JAM 5/8-11 ZN COVERS BE CONSIDERED, 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. 2. cDvv SAnSitaLL SE pR PART# ppa6l�g 3/4 DIA OF LARGEST � T°H LRpspDN� ASSEkBLY. WATER 2) 193bR LOCK L00 TYPICAL WATERTIGHT SHORN PtUirI 001e3585 PiPE IN MANHOLE 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE TYPICAL STEEL SLEEVE INSTALLATION MANHOLE FRAME & COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T,S FIGS-I-E NOTES: UNDER ROADWAYS TD-32 N.T.S 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. NOTES: 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FIG. W-1D EXTENDED OR NON -EXTENDED BASES. FLOW TO THE EXISTING PIPE. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" -' OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE JOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47652 NTS N•T,S SHEET NO. FIG. S-1--C1 FIG. S-1-Al C1.3 TD-29 TD-26 I W C) Z O a C) LLA 0 c 0 U C a� m O co O CL Q 0 m w a1 0 C L .D c>s c11 CL c `o m 0 3 c Ha. �0 2CL O Z 00 a2 0� c m �- O C N fR C a- o 0 0 3 U) z� 0 n X 0 0 0 o y CL >C: En cu zi U C N O a)t 2 m v, C y o E-0 U CU o M� 'U O C ,n o ,n . W U C fU � C co o co U -a .2 a .Y' L E x 0 LL >1 E 2 a) ... ) >1 -0 - 2 (L rl- ,!� LO N N CD Q�l !:Q fl- c 0 'D (D :I_- 0 a- - 0) 3: -p 0 2 LLJ 0 06 cf) z 0 t 12 z 0 0 0 i� �- U) x Ly c� N 0 0 () �;L a) a) = U) 0 3: 9 U r- I 0 0 m I � 0 c� to (0 r- :5 n C) - -:�. 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L-7 z (1) > r*A% < (1) 0 .2 .-j m �z a- -5 (1) 0 CL U z -") Z3 CL 0 >1 0 c F- 2 0 .j - 70 (1) co < -j V) �-q Z) z 0 Q) 1-� n - 0 (D 2i = I 0� I � P-1 ca > Lu = (f) 'O Lu LL� r-) S m V cu (D E� o6 0. <� c - < 2: w '0 LU z -T 0 cc I_- -j < 0 . S,� LL i= 'a a- . 0) ::) r--1 C) U -0 cj� 2 (_q > r E :0,- 0 (1) (1) z z - z .j M a) 0 :2 2i 0 0 02 P-1 U �, �- c m - 0 E ,� -0 a < c: (1) (D c: n- 0 Q� 1) L) m V, z 0 c w a) :r� F- - (D , = F— U) �: U) Z (1) 00) 2 >< 0 — 2 CL 2 x Q) I F- 4) ui 0 :E >, -:5 0 v- 0 CL:E 2 '§ 4 " a) c .? .i�� U) M m -�� u >< C a) 0 a) . t -�E , 2 2 En m C 0 (n 0 = - (u 0 E -0 Z, C U M 0 6 -0 -0 .E 1� -0 0 1 .T 2 -- 0 0 c� JOB NO. th 0 W .;-- M C) -0 =3 c - � 1 47652 cu (n c w c 0 SHEET NO. E 0 a. -R Q) -0 C2. 0 V) a) g -� �- - L ��, �\� -)�, a��- . 0 � x 0 U- >1 E 0- co 1p C� 0 -P z 0 W 0 L) 0 c� L0 (D t- :5: M !�l . . . . . . . . . . ... ... ... ... NOTE- G......... ------------------ FRONT, SIDE, AND REAR SETBACKS — - — ----------------- — -- ARE UIN THIS BLOCK DEVELOPMENT. BUILDING SEPARATION SHALL BE A MINIMUM (V "4p OF 10'PER CODE. 173 ADU: AFFORDABLE DWELLING UNITS ?04 VP 11 - ------------ - --- - -------- 7 ---------- ------------ ---------- BEGIN 10'TRANSITION FROM ROLL-TOP CURB TO CG-6 (SEE DETAIL ON SHEET C1.1) LOT 39 ----------- : 2166 LOT 38 LOT 37 SQ. FT. 1719 LOT 36 SQ. FT. 1726 LOT 35 r 1721 SQ. FT. SQ. FT. 2084 '2 SQ. FT. LOT 34 ------------------ LQtt 18'DRIVEWAY 2021 .. .. .. ....... .. .. .. .. 1 29 LINE (TYP) SQ. FT. L �,SQ FT LOT 28 LOT 27 .......... f FT 40 .... ..... 2084 SQ. FT. .. ........ I SQ. FT. "NO PARK ..... .... SIGN SIGN T1 ........... 22, TYP. 1, PG� DB, 5, "NO PARKING" BEGIN 10'TRANSITION FROM SIGN 8" .... -TOP CURB TO CG-6 ROLL ....... .. ...... ------ (SEE DETAIL SHEET C1.1) .......... - ------ 4i IV.......... I .. ...... ........ END RdAD MARKERS .. .. I. .. .. .. (STANDARD OM4-2) .. .. .. .. .. ........ .. ..... I .. .. VDOTSTD ....... I. I. .. I ... .. ....... .. ........ ..... ITIE TO EXISTING ........ .. .... -TOP CURB CLASS� ROLL �PR TIE TO EXISTING PAVEMENT RIPRAP', .. .. ... . .. .. I VDOT STD. WP-2 "NO PARKING" SIGN . ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 1 9 WIDTF '7' WIDTH 2 29' 31 LENGTI4,= 20' \DEPTH =\9' LOT 40 -.,rA r. . ..... .. .... 4282 ... ........ 77 ...... F10 TH SIDEWALK ----- ---- D SIGN O�E5 SQ. FT. ROA 7' VARIj BLE WIDTH T XISTING LINDY. ............ (PRIVA h�) RIIA15 .......... . . ....... SWM F/�,CILITY EASEMENT 6AIN LOOP". DB, "74, VDOT ....... STANDARD R .......... ........... .......... .. ...... STOP SIGN ...... U 31 ............ . .. .. .. ........ .... "NO PARKING' . ... ... .. .. ........... ........ 22'TYP. r m ............ SIG LOT41 r . r,7, LOT 47 (ADU) 3122 18'DRIVEWAY LOT 48 .......... SQ. FT. LINE LOT50 LOT 49 2084 1721 LOT 51 (ADU) 3-3' qo- FT. LOT 52 (ADU) ** ol SQ. FT. 1726 3 1719 SQ. FT. LOT 53 2166 ...... FT. SQ. SQ. FT. 2084 LOT 54 LOT 55 LOT 56 (ADU) 31 1721 SQ. FT- 1726 SQ. FT. SQ. F 1719 PIA hN, 00p) e) 4 AR SQ. FT. LOT 42 10 SQ. FT TIE TO EXISTING L L VI, KULL 3307 25MAX -TOP CURB ...................... SQ. FT. 2 SBL 4 ol Ilk rp F 4 4 L ------- 4 3 ------ "NO PARKING" SIGN L 5'SIDEWALK LOT 43 iW ......... 5549 .......... 2� ... ....... . ..... . — �888::: .......... 5'SIDEWALK 4 6'PLANTING STRIP % SQ. FT. TLEAD WALK (TYP.) /0 "NO PARKING" SIGN .. ........ -1 SIGN 1 �22- ..... ....... R7 GREEN/OPEN SPACE .00, (LEFT ARROW) (10,750 SF) 100, f 31 V NN "00-_� &.,J, .00, A�V �p MM � 1 �N MV CG-6 RELOCATE "STOP" SIGN 41 ............... . ...... . LOT 44 TIE TO EXISTING V CG-6 CURB & SIDEWALK 5333 SQ. FT. 31 Mi ............ A . ... . .. Ir , - I'D ............. .. . ... ... ... ... ... ... . 40p % 'ee Uv pep�p, I W ,-r - —j ILI m Im, W� Wt tet 9, 17 _Zz Iiww, LOT 45 N CG-12 `;i 20' (TYP. im�wmiw. q w &SIDEWALK t 'XIV, 3976 N 1140 1 N SQ. FT. 611 NTING STRII 11 A0, X ROAWSIQN,� JIE TO EXISf ING PAVEMENT VDOT-,.STD. WP-2 Z-1 4 4A - N "tV V.F N, W� �� \ N LOT 46 6835 N SQ. FT. ;4* 18 'DRIVEWAY !N1. V ip LINE r \—EXISTINGCG-12 Nq N TIE TO EXISTING ed VDOT CG-6 CURB & SIDEWALK 0 W N STANDARD R-1 PARKING STRIPING 4 STOP SIGN 4,9 hl Xj (TYP. WHERE SHOWN) -7, 1114 UPI, r) t c .......... . . ...... . . .... Z X�pt, . ..... .... . ...... .. ...... .. .. ...... . . . . .......... .... . . . ........ ----------- - ----- ---- -7 DET�("ll-) I JO US A- - ----- ----- - -- - -- ----- ----- Z Y T!l?,_'E_ '(7-`P If f ADJUST OPEN SPACE PARCEL L .'s TO COINCIDE WITH EX. STORM EASEMENT %Nq 1: AW , VEEI L LA 1,10 24',l,`PRfl V-1, o"", VA I 1,;,j nw or DS, 561Y4., PG - LEGEND: r-1-71 MILL AND OVERLAY HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT Ej CONCRETE SIDEWALK SCALE 1"=20' 0 20' 40' rO E C) o (n U r14 r-4 c: 0 > E E W Lu >Ln U. 0 ED 0 m _j Lu uj LL _j uj j vi 0 Z Z Z — C:) U) > C:) N 11-1 z z z z z vi r-4 - a- 0 (D Lu 0-4 LL U u 3: 0 x w 1 U-� ul C) :::) Z) Z) C) 0 0 () r-,j z (j u u u > Ln F-- Q� ck� ck� Q� C)� CL CN 00 _j C) W C2 C2 (x vi 0 (D 0 0 uj (N N N rN r4 c� > W Lu rsl _ m 0 url.m " 1 14 1 1. FOX DESIGNED BY 1. FOX CHECKED BY C. SHIFFLETT SCALE 1 " = 201 u u 0 .j < Z uj > 0 < _j 0 U 0 .j 0 JOB NO. 47652 SHEET NO. C4. 0 Z! u Z) LLJ CL Q uj U-1 Q� N rN Q) 0 4 co 0 Q 0- 0 _0 0 co M 0 0 c: 0 z 0 02 E -0 C a) cu [L 0 =) U 0 U) z 0 2 CL x o w 0 CL 2 CL 0) a) c x C a Z3 cn C 0 0 0 E -0 C cu Y) o (n (z 0 2 (n 0 0 CL 0 0-0 (n LD a) E L i & �.: 4 ,F, "v4 xi' ... �. fT ifs '1 ,,.«_ ..,,. - ^. >.v k ,`f' / f 9 �f f a I -r I ff M_ _-_ .",_- - M A ay11 ...,_._« ..... -_,.,. 5 ,. fi � yam' �°+�y 'S d'S°' ��^% _ -- ^ �? _ _ {r qk R i ri.0 e2.�7 3aY°'f, i - tDl+ a \ _ M ,tea 4� Nis �, r I x\.,.11 .P' asks _,yy .� as`;°a, F'� ` s ` ^- , '-' ;r7: �a.� >:. FZ ! rT114ey' , 4 \ «,. M _ .^ .. -.- - •dam � � ,; iMl ,> �� „ Vvl�tll 12" 4556, n .. A ,:.K '4 _'._. 5 ass a o .ate/ taw„ 0 ,.r ? e. { a � =i r Zvi zam, ,, ,% g t' E "r ay f-� °•; 9 ,s , 14,3 13 �4 x f _ a . ... '_ _« ram�w.^ IF-«.-.» " NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND FOR USE IN RECORDATIONS. A ,, I , , 11 ,s' , :'\. ,r 'a '''; 'xa "w:. r•�a✓a1�. 9.: - ,�, - -_,':,,, -- ^,_., �' ; _..-w.<, z.. r _ K:. f`e t as ^ ,.. „•r' d„`', " , I ,> , > ; ? - ., . . , r!' •>a „' , - . v ....M ;, a -^ _, ^,., \ ;„, � z,, - - r ^,. ° Z:�"-'--,--,=-,��,,--�,��,=�,=Z� � � � = �=-= ' 3 ..,.. �. � ..... "I -1 ...........^ ^,r,,,,^ , - -- - ,j w c.,^ ,...,, .a....,,.,,,,,,,,,,,,,,,a.,,,,. ' ._, { r 1 . , L=--,- I . I ,, �, ..:. f.}Y.v y ), ` - iy ",i-, S". e, .'' -��,� .1", T"" {'Y , 1 , s^.E a,: Lv.Nx _-,.._. ------ - 7-= � � , x. - ...v , »«.. 1. I ---I---_ . — r > . ) 1 � , I I -`��*Z"�-�-,�Z: . . . -, ,. , - ". �- " r ,..,.,,..,.u.,. r .r „- 2 �-;' .1 / lel ..;��i��'Z-,�7.�----,:-Z,- . 1. • f5 ' n^ _- ��- j %•t f - .> ,.I � � I— ,.-Ir � Im ,� � , � . I F"`- � , 7 : �:a . , .1-------..- '1i/ L Ji. 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' i F"`I - ' ( ',i P, "T"+^-, J"',_.. ;€ S -_-.- -.__.. - m,__ �r at a i? .. -"__• __., . - ,r,._,_,. x's 1 � rT , r'x n -;a s 11 tr u / 64 TOP i,.r x.i ,� € _.y i WATERLINE UNDERNEATH OLD, __ (:_ m.;v, . *1V _ €€-' f:> tt r b .� t �� , r is i"�. �� i i __... € i I I _ �. i. I _ J 15 Tt t0� <r ;11 ``♦ r f IE €, t :� , - « -_ ,� ry j J 1r 1--', ":r 'ar F"'::,A �'P.„ i J'„ tf ,a/�A1 C ,%l; a 5t s s3 ;-: c _-,: E t_.., _" TRAIL DRIVE TO THE EXISTING 12 22.50° _ r: fF :,. ;- .. s - 11vL: JR--0-1C,, � f•»r n-",I { �".,, r�aa, �,;�,_ _ / f y / _ €? r € ' ,„!' - V/ _,.__ 1 f,._ -F /i / �r3 !,°i Po i jj f I i=' I ,+ �' � ."_ _-r�-_. - J "r ._. rz v, it t' ( %f s r i a f s' ,! 3 - 8' € J x,.: ix v s s ,, LOT 39 J, , " . a /� I1tl fi f, l �._:� 0.rp) 1`;D ri ,r f�. € � » � , - 1 ,_.. „ j I/ WATERLINE EAST OF OLD TRAIL BEND _.1. > \ .\, ~« -, _, J I \' t '.. DRIVE. 12" x 12" TS&V TO BE USED. LOT 38 -�-�, «� €' -� - , ;;-:, :_ ,... / _s _,.___ --"--"? ... J 3' =i E \ `, i rf METHOD OF INSTALLATION TO BE p LOT 37 ; \b r -__._,__>«_,_."_ ✓ _... -' .__. _ w _ ,,- M .".,_ .-°14-111 1., I -_� ._. ., . w J t I N LOT 36 f ' _ _ _. ^., <. _ __^_,_« _ m I M m _, ,.� _« - __._ w_ u �f JACK AND BORE. SEE NOTE ON - r - _ __, . b-D ____ » - . , _"._.._.<a s r 1 w« 12" GV LOT 35 t V. _ I «. , _ _" «.-_ . y 1 J -♦ I I' A ta° d' I i SHEET C7.1 I - . r __Ill __._,_._� ;' '♦• f'j F¢' _ _ III f 'a SINGLE TAP I l4J fk 34ft if f f » . — r __ G_„„J _»_.__. \ . � - - .. _ ._ t l� Ffkttf 4 ..t(( ,.'r"`i,o,,:,..,, ...._, r r r !j{. .I t.i.. §{£ - °d - r..�,..,_..... _._.w ...._._,..._. ,..."." __. . z ,r rfi it. ( ((f ( tft,4 4 t I--_.",,,,,.__...._._-....f `, b- .> .a i' i ,_, _.l s o ,� !„ 'A e. - y-.._. ,".;," -- - BORING PIT LOT 34' %krkkf r k4 -.. _._" _ a M _ �_ ___ _ __w _` _ ;, . . } ..,,... i :-, < r. - ;< ;.;,,, ( k F S kf,'. kfk t kfk t kr f 4',!�1,�, " 4fk V3V i.:.. r - '' m" ,�`p ♦ , . ..,t f f ..k ,k If4 �.I �:F,.. f, f. F k k ,l�k, ,k ,, ,4.: ,,:k .,...;ky, ,4• 4. ipk.( i-,. .a....«_._._, .",..,".,...,1 _•___.` i D 1 1 t I (`.%'-� I _ _ _ _ ,...,v .t. v... �. :r :.v< , �.< < .,S'.E: .f.. 1 ft, r: IT --`_-«,.._—If--,"_..,.,...,._...,tm..-.- .,-_,_.,..,,.,.W.i.,. «.,,.,,., u�.. _...,,.....,.s f l i ! �!. ,pi. . i. I k F. 4 f f f'. f f f f F::; F: f k 'q(n, I —� 1 ...3", �f : f { - - fi •VJ VV f k: k:+1v4 LO:T 32f k1. ::I 4 ffF f`. f'4 4 P: f C' —�-1 ",I" I ACSA MANHOLE# OLD TRL-VIL-37 1. TIE FE k r, 'rid € ° a° t'.4 k f i f fffy3f [ T t f k 4 f f f I 1 3 f ""+•w E f k l.:k ( f F'. LO�.:1 3� F t f f f r' �` 3 t ' I fff �� FHA INTO EXISTING SSWR MANHOLE. I ,t r, 7,r. br r ( >.� i F _s c. F( F t F f rc f f,{• ( 1;: t t.7; 1 r-•. J Ji g�f, t ) 1 ' ! iJ .r F J F i I t , t F_. 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FH I !, T r f ,, -rf! , ,.�-. ;�nr-& i \ \ 1 I to — ---- J I I M1 1 P �." ri r, f: PVC,, 1 2' x 8" RED. _ I AS REQUIRED I 1 I i 22.5 +45° 30 I- _ - - _ I --- / I I I I I i 1 TO AVOID CURB I /III- �a - - ' � f(�»:F (Y-1J 1 i I , II f ----- J I I i ) . t_1< �. r 0 D". �l x/ �! 300 i 11.25° & SANV ._�� 8 ` --- lIl I11 BEND - _ -------- --------- J I i SAN , It I I ;, VDOT STD k I 304 rr.� . ;I' N_ , _.- f F " __.,- , . _-w - CLASSII 1 ik ' 1 , t N, y :,,•„ - _ _ 8 "; I TIE TO EXISTING I k BROW I STONE 12 TEE 306 _ 8 WATERLINE -y" - i 11.25 W SRN, _ ; - t , , _ � — %4 2 BEND �p �t r i SWM FACILITY L-1 1, t — _ -_ ,..xw t k /l ' i I t I S i. ar;1. v k 7 W ._. 'V_U �€-- : r! i •-_ -^, __ __«:_,?€ 1 ,, (RETENTION BASIN II) 12" GV ` �' 307 _".,,., - - _ _ r.._,__ - - — _ ti w :: m- - _.". i,t;., _ ;_,.,__ I i t:' W t g ;;),mot e f ,.» ._ __ ! _.,..,_. 7 �_._ I `^' i t AP P ROX. 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I ' Ir LOT 41 WATERLINE 1 °------_- ' ;t LOT 47 (ADU) 111.25 BEND IIj I 1.r f l f �� 1 ` } \a% ` I 4" SSWR LOT 48 CONNECT NEW LATERALS - - - , I } f F t t I LATERAL LOT 49 LOT 50 LOT 51 (ADU) I INTO EXISTING SSWR MAIN i I I 'I `t �,. `� ``• I` I \\ /// (TYP.) 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SHIFFLETT'l SCALE 1 " = 20' u r***s !�e u 0 z .j < (i L2 a� Z — < < <� 2: [K .j LU co 0 .j < 06 P--.q LL 0 0 r z .j z :D u 0 P-1 U < CY_ R (D 0 .j 0 JOB NO. 47652 SHEET NO. C6. 0 (I �_, Z�_" L14 z z C) U >� �_ ;�� Z) 0 (j Q� � Q LLI V) �: U-1 cl� N N Q) .rN ko " 1�1 Q) Q) - 0 _� Z) .0 - (D > . c/) - -2 U = . L_� Q) > a) 0 �2 m A-- 3� (1) U) 0 Q_ =) CL >1 C 2 0 _0 (1) D (I) -2 0 c: - m _r_ (/) �o S m 1-- (D CL .s - 0 -2 0 _r_ 3: c -0 CL (D m � o -0 cy U (D CL 2? U) z (3) 0 2 o 2 �, i- M � E -2 -0 c: c: (U m ch c EL 0 :) U 0 = 2 Q) (D �� 0 �: Z (n V) 0 p 2 0- 2 x Q) F_ a) o :E >, -:5 11.f 0 Q) = CL - � 3:" Q_ 0) (U c � i2 En cc .�� -�� 0 x c: a) 0 a) .Z__ U :E = 2 -�5 m r- 0 4 0 c 8 a) - E -0 :3 C () M 0 6 70 c: 'o .�E5 2 -0 E �z 0 0 c� U) 0 (n . cu :fj 'a E c: cu U) w c C 0 m 0 a o (v -0 V) a) 0 - = ff - Lol c,r �1�o— � ��\-,�,\ ,-, D- IICIE IIIItx. LT IIIII.......... IIY u E�v W, t4. II;? --------- - -- r ell 'V A NOTE! II0911612 �2 A D tI I STORM INLETS AN DR INAGE'VALOES WER' OBTANE EX18T NG R APPR.0 ED OLD TRAIL I3L V OCK 7 PHASE 2 ROAD & UTILITY PLAN ($-,UB2018Q001 2). CALCULATIONS WERE PROVIDED FOR THE 00 t `5 1 t NtVV Z:� I Ut'M Zj Y, IVI I HA I NUVV UUINVt Y Z�� Z) I UK,IVIVV/A I I-K:t UIVI WM FACILITY L-1. EXISTING �STRUCTURES 8`19, & 19 TO THE S LE GEND J7 Ix c) 0 �111 — — -------- AREA, C (N V; > E v uj Lu > AT C) U. ENTR ION L . . . . . . . . . . TIM R# �E E OF QQRC 0 < U. uj 0 IILu ck _j k-1 co vi Lu T721 20 > C) wi 0.90 11(94 1 4 U Lu 0.08, 1\",LO 2 0 ------- 22 095 < Tc 6 MIN VV'L Ln f.......... 0 ItAj QI,29 0.80 -19 3Q4 I\I . .......... T� 6 MIN C) ui ITc If 7 . .......... 3T2 tsof0 '1(31 2. 0.2.9 0.84 F Iui ST > VD01 D TC MIN A 3 I ICL -at-in Lu I E u < Iz WIDTH 9� � TH 2 II 29' I> 20'\ Maio 01DEPTH I4*' 2 SQ" kl/N.R BL f� n IIC-0 f IIF` F'r. II$1 9 7 .660 III.056 0. 316 Tc 6 M II6.81 - — — ------- Q-49 0184 318 T 6 c MIN, II00 < Lo. t O� 4WO % I IIlow I0 n > TH I" wx ID.09 0.95 0.20 0.87 oEX. 8 308' I14 Tc, 6 MIN Tc 6 MIN it 732 tt2203 Iwimmulm low, F T 8 F T 1732 I-17 32 '1730 SQ, F-r. 6 2t L ItIILim II54 IrQ0 8 I4 124, I113 EX 21. IN, T� 6 M' I N_ 0.36 0.65 'EX. 21:5 T 6 MIN c N 1111111100 0. 16 .40 am N. On IItar Air ANIIZ Yv 4 Ju IIItm sI y .SCALE 1 "=20', 20' 40' Z 11 ; >_ z 11 z 11 ;2! z 1-u uj i-w uj 0 u u u u U Z 0 Q� LIJ Q� ck� ci� LU CL 0— LLJ uj (r) LQ L14 uj Q� ct� ce- cy- W_ Lu r-4 DATE 0412612021 DRAWN BY 1. FOX DESIGNED By J. FOX CHECKED BY C. SHIFFLETT' SCALE 1 " = 20' u u 0 < < w < L.0 > Z (D u� < Lu < W > LL 0 _j z 0 U cj� 0 Q .j 0 JOB NO. 47652 SHEET NO. C6. I L 9+50 10+00, 11 +00 13 00 TR 3QQ TR 3 T Hft.[Z SCALE: 1 "=50` VERT SSALE" 1"=5' �a WATERMAIN CROSSING Q; QO, 11 00, VTR 3.03 VTR. 312 'HORIZSCALE: V 60' `VERY SCALE 1"-.5: 11 +,5,0 14+,00 1.5.+00' 16+.00 16+50' 316; DI-3C:8.ftThroat ' STA 10+26'68 TOF 679.68 1NV IN Fi73,56 (317 IW UT 6:73:36. (3.18)' 31 -318 . D f:>3C `.8 -ft Throat 5TA 10+61.73 TOP 679.67 IN 73'.,73 (31,7' -. 6.76 3'17 0 0.50% o0"Cc , V WATERMAIN CROSSING 665 _ _ I: _ s. 66.5 9+60 10+0011+.00 11+50' TR. 30r&-TR 313 --------- H ik.iz:``SGALE: 1." 50+ VERT SCALE: 1`5 STR� PIPE''TABLE' PIPS # PIA, FR3IVI -• TQ UPSTREAM I)CiV NSTREAM SLgP LENGTH DESCR1PT4N INERT IiVERT' 3Q1 24" 302• 1300 671.77 671.37 0..60% '' 79.57 LF' 24" HDPE` ,03 24"' 304 - 302 672 69 6:71,97' 0,.50% ':' 1.4150 LF 24" HDPE: Q,0 030 .1 24" HD E`. 30Z '15"` 3.08 - 306 675.90 673.23 2.02°l0 1:32.1.6 LF 4.5" HDPE 3Q,9 15"' 39 0 _ 308 6$0:1 a' 676,0.t 3, 31 °/a: 125.,47 LF' 5" k-IC F?E 3,11, 1 312 808 678:Qt 76.Ci .6 % 30:77 IMF 15" HDf?E. 31;6. 1.8" 31.6 - 306 673 1"36 673:23 Uo% 26.52 LF 18" .HDPE. 37 15" 618 316 63:73 673,56 04,00%, 34.92 LF 15'' H,DPE E?C..$ 31(l 15"' EX. 8 -.310 6.80.57 6$0:25' 0.6:I°lo S2.25' LF' 5"'HDPE. EX : 9-$ 15"` Ex, 9 - EX. 8 6:.81, 4.5 680<82. 0,74% 8.5.64' LF" 15" HDPE: EX. 19 -1= X 8 6 f :.54 680,67 2.38°7� 36..57 l F" HDPE! STORM STRUCTURET RL.E' STRCl.CT,Uf # TO,R STRUGTUR ;HEIGHT 2ES+CRIPTIQN 3Q0 674. 2:` E8-1 foi 36 inch Pipe 3Q4 679:70: 7.01' D1=3C" 8` it Thfoat 306 679.47' 0.44`' Mf- 308 682 71 6.93` Dl'4 ft'Throat 310 681,71, 1.,5,Q: 312 :582<85' 4,85` Di B 4`ft Threat 316: :679 68. 6.32' 'DI-3C 8 'ft Throat. 31$ 679 "A? 5.,94'` I1 8C 8'ft. Threat; EX ,8 687..87 8:79` DI;=2S 6 ft' Throat EX D2Teat,fr EX, 19 688 90 9.36. U[ 2B 8'ft Throat M E 0 0 � v E w E LU o LL � J U coi wa. _-vi N UN,0 W o � c Ln 2 N = U > � Q c Ln O N >� M a� 00 J O W I'D F__ V) 0 c� 0 ce t-- w w U Q z 0 V) 0 r � I1�1_1I1�1_1IV-1I i�I� Z Z Z Z Z z W W W W W WZ 0 z�� a. 0000 O O vvvu Ulu w Z Z Z 0 0 0 0 0 0 z �vvu ck� (4 ck� � W_ Q� H W W W W W W n, W Wu.,14W Q � t Q W ( V) V) (1) (J) »jam W W W W W W Q� Q� Q� Q� Q� Q� -I " N N N N N N N N N N 0 0 0 0 0 0 w N N N N N \ N \ Q\\\ o\ *-� o o-,00 0 0 DATE 0412612021 DRAWN BY 1. FOX DESIGNED BY 1. FOX CHECKED BY C. SHIFFLETT SCALE H: 1 " = 50' V:1"=5' U L N 0 U0 oro Q Z3 H Z3 z � ID W 0 H J ro L Lj LL � W c ro J0 � < a Q c W a) .j m J Q LL I --I O O O -0C,� 0. z co w o U ro E� -_ ro� (� as U Q z0 O X n w� V o0 Q� Z� V X C � U L i . ro C o m o E U ro _� (D� ro �V JOB NO. ch o � - U 47652 ctm 0 U SHEET NO. a o C 7.0 m L f 620 3 Sq� FT.,, If 2135 �o 8`� < 135 49 we, SQ. F-1 SQ.fT FT. V % 2A Le 77 00 r�tit�,V Xvo 14,+,48.91 elta + Rl L§ 428Z 51 �i M,FTL N-1 3122 ,SQ, FT� 17 SQ. T .22 SQ 214� 1,732 Ell. Q,�F 1(91-1 3'AO7 SQ, FT J q(94 .......... a A sq, FT., f 0 A N. < 02 8 MOM 53�3 SQ. FT� cl 604-3, ik V. A 3,976 M A u�, 7 0 SQ, FT. 01 .2 co .68 5 F T, X J, "n, z 0 C) 0 C) Q) u u U u Z� ::7) Z) Z) Z) C) C) C) 0 () Z u u u u u 0 1-� V) LL a-1 L CLLI CUL LU u-Ij CLLIJ CLLJ LLJ (1) (n Lo (n (f) 5:5:5:5: �: Lw U-j LLJ uj L" Q� Q� Q� Q� Q� (N (N 04 N (N 04 Q) Q) Q) Q) lc� LU rN '(Z-), N '-, r-4 F- < Z�� rN Q:) Q) Q) 6 Q� (Z� DATE 0412612021 DRAWN BY 1. FOX DESIGNED BY 1. FOX CHECKED BY C. SHIFFLETT SCALE H: 1 50' V: 1 5' u u 0 .j < U) LLJ > uj � H 0 < CL .J < r) LL 0 < > 0 ry 0 u 0 I 0 JOB NO. 47652 SHEET NO. C8. 0 Z-� uj Q- 2 V) ULA CZ Q) 0 4 M 0 M Q U) 73 W c: V) M 0 -T 0 -o n Q) ::) �5 o -0 0 U) z 0 0 E cu (n c: a_ 0 D 0 C) U) Z tn cn CL x o >, o 0-0) (U En x 2 0 0 a) E =3 0 CU 0 _0 .Cc u 0 U) fn E! ca (n C 0 0- a) E �tvR- \k�\vAa-�'- STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 10 PROJECT: Old Trail Block 7C LOCATION: Old Trail Village COUNTY: Albemarle PROJECT OLD TRAIL BLOCK 7C DESIGNER: JLF CHECKED: C. Shifflett DATE 11/312021 UNITS ENGLISH INLET O Q _ rlj U U v� U U a E U I^ Q 4 Q U 5 v� ^. W = U U r+ W , 0W -] W = U {~ rJl V r Sag Inlets Only d on is o C U � 302 D1-3A 2.000 0.080 0.90 0.072 Back/Lt. 0.000'R[GHT 0.072 4 0.288 0 0.001. 0.0208 4.362 2.000 0.45851 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 0288 0.001 2 0.288 0.951 0.125 0.333 0.375375 2.951 3.811 Weir Flow 304 D1-3C 8.000 0247 0.90 0.2223 Back/Lt. 0.000'R[GH'I 0.043 0.25 0.0 t075 Back/Lt. 0233 4 0.932 0.252 0.001 0.0208 9.660 2.000 0.20704 0.0833 4.00481. 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 1.184 0.001 8 1.184 1.503 0.125 0.333 0.375375 3.503 6.020 T > 6.0 ft 308 DI-3B 4.000 0.190 0.90 0.171 0.000'RIGI-I 0.010 0.25 0.0025 0.174 4 0.696 0 0.696 0.0200 0.0208 2.398 2.000 0.83403 0.0833 4.00481 0.999 3.50 0.1458 0.1665 6.327 4.000 0.632 0.835 0.581 0.115 2.099 312 D1-3B 4,000 0.222 0.90 0.1998 O'RIGRT 0.068 0.25 0.017 0217 4 0.868 0 0.868 0.0200 0.0208 3,091 2.000 0.64704 0.0833 4.00481 0.986 3.50 0.1458 0.1646 6.988 4.000 0.572 0.783 0.680 0.188 2.271 316 DI-3C 8.000 0.332 0.90 0.2988 Back/Lt. 0.000'R[GH"[ 0.228 0,25 0,057 Back/Lt. 0.356 4 1.424 0 0.0100 0.0208 5.871 2.000 0.34066 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0.1.15 Ahead/Rt. 1.539 0.0100 8 1.539 1.790 0.156 0.500 0.312 3.790 7.171 Weir Flow 318 DI-3C 8.000 0.440 0.90 0.396 Back/Lt. 0.000'RtGHT 0.048 0.25 0.012 Back/Lt. 0,408 4 1.632 0 0.0100 0.0208 6.355 2.000 0.31471 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. L632 0.0100 8 1.632 1.861 0.156 0.500 0.312 3.861. 7.457 Weir Flow EX.8 DI-2B 6 0.090 0.90 0.081 O'RIGHT 0.081 4 0.324 0 0.324 0.0150 0.0208 1.664 2.000 1.20192 0.0833 4.00481 L000 3.50 0.1458 0.1666 4.207 6.000 1.426 L000 0.324 0.000 1.664 EX.9 D[-2B 4 0.030 0.90 0.027 URIGHT 0.027 4 0.108 0 0,108 0.0150 0.0208 1.103 2.000 1.81324 0.0833 4.00481 1.000 3.50 0.1458 0.1666 2.652 4,000 1.508 1.000 0.108 0.000 1.103 EX.19 Dl-2B 8 0.220 0.90 0.198 0'RtGHT 0.198 4 0.792 0 0.792 0.0150 0.0208 3.257 2.000 0.61406 0.0833 4.00481 0.981 3.50 0.1458 0.1639 6.186 8.000 1.293 1.000 0.792 0.000 2.313 Designed by: J. Fox Checked by: C. Shifflett UNITS I ENGLISH PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. licit (4) CA TOTAL INLET TU\4E Minutes (7) RAIN FALL ln/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TUV1E Min. (17) REMARKS (18) INCRE- MENT (5) ACCUM- ULATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. EX.19-8 EX.19 EX.8 0,222 0.950 0.211 0.211 0.000 0.000 8.901 1.877 681.540 680.670 36.575 0.024 15.000 Circular 10.790 0.001 6.612 0.092 EX. 9-8 EX.9 EX.8 0.030 0.950 0.029 0.029 0.000 0.000 8.901 0.254 681.450 680.820 85.639 0.007 15.000 Circular 6.001 0.000 2.429 0.588 EX, 8-310 EX. 8 310 0.090 0.950 0.086 0.325 0.000 0.588 8.522 2.769 680.570 680250 52.254 0.006 15.000 Circular 5.475 0.002 4.484 0.194 309 310 308 0.000 0.000 0.000 0.325 0.000 0.782 8.405 2.731 680.150 676.000 125.467 0.033 15.000 Circular 12.724 0.002 8.276 0.253 311 312 308 0.290 0.840 0.244 0.244 0.000 0.000 8.901 2.168 678.000 676.000 30.772 0.065 15.000 Circular 17.836 0.001 9.859 0.052 307 308 306 0.200 0,870 0.174 0.743 0.000 1.035 8.259 6.132 675.900 673,230 132.157 0.020 15.000 Circular 9.944 0.008 8.543 0,258 317 318 316 0.490 0.840 0.412 0.412 0.000 0.000 8.901 3.664 673.735 673.560 34.915 0.005 15.000 Circular 4.947 0.003 4.423 0.132 315 316 306 0.560 0,640 0,358 0,770 0.000 0.131 8.814 6,786 673.363 673.230 26.520 0.005 18.000 Circular 8.045 0.004 5.1 L7 0.086 305 306 304 0,000 0,000 0,000 1,513 0.000 1.292 8.115 12.274 673.034 672.890 28.807 0.005 24.000 Circular 17.327 0,003 5.996 0.080 303 304 1 1 302 0290 0.800 0232 1.745 0.000 1.372 8.071 14.081 672.690 671.972 143.504 0.005 24.000 Circular 17.327 0.003 6.159 0.388 301 302 300 0.080 0.900 0,072 1.817 0.000 1.761 1 7.868 14.293 671.770 671.372 79.565 0.005 1 24.000 Circular 17.327 0.003 6.175 1 0.215 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year PROJECT: Old Trail Block 7C DESIGNED BY: J. Fox Checked: C. Shifflett INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In) DESIGN DISCH. Qo (CFS) LENGTH PIPE Lo (Ft) FRICTION SLOB Sfo (FT/FT) FRICTION LOSS Hf (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Elevation Rim Bev Comments Vo Ho (Ft) Qi Vi QiVi Vi*2/2g Hi Angle H2� Ht 1.3 Ht 0.5 Ht 302 672.97 24 14.29 79.57 0.34% 0.27 6.18 0.15 14.08 6.16 86.72 0.59 0.21 20.19 0.15 0.5 0 TRUE 0.52 673.49 681.02 OK -7.52 304 673.57 24 14.08 143.5 0.33% 0.47 6.16 1 0.15 12.27 6 73.59 1 0.56 0.2 89.44 0.39 0.73 0 TRUE 0.84 674.41 679.7 OK -5.28 306 674.49 24 12.27 28.81 0.25% 0.07 6 0.14 6.13 8.54 52.39 1.13 0.4 88.71 0.79 1.33 0 TRUE 0.74 675.23 679.47 OK -4.25 308 675.23 15 6.13 132.16 0.77% 1.01 8.54 0.28 2.73 8.28 22.6 1.06 0.37 91.29 1.06 1.71 2.23 TRUE 2.13 677.35 682.71 OK -5.35 310 677.35 15 2.73 125.47 0.15% 0.19 8.28 0.27 1 2.77 4.48 12.42 0.31 0,11 0 0 0.38 0 TRUE 0.38 677.73 681.71 OK -3.98 EX 8 681.25 15 2.77 52.25 0.16% 0.08 4.48 0.08 1.88 6.61 12.41 0.68 0.24 57.1 0.38 0.7 0.9 TRUE 0.53 681.78 687.87 OK -6.09 EX 19 681.78 15 1.88 36.57 0.07% 0.03 6.61 0.17 0 0 0 0 0 0 0 0.17 0.22 TRUE f 0.14 681.92 688.9 OK -6.98 316 675.23 18 6.79 26.52 0.36% 0.09 5.12 0.1 3.66 4.42 16.21 0.3 0.11 64.87 0.17 0.38 0.49 TRUE 0.34 675.57 679.68 OK -4.11 318 675.57 15 3.66 34.92 0.27% 0.1 4.42 0.08 0 0 0 0 0 0 0 0.08 0.1 TRUE 0.15 675.71 679.67 OK -3.96 312 677.35 15 2.17 30.77 0.10% 0.03 9.86 0.38 0 0 1 0 1 0 1 0 0 1 0 0.38 0.49 TRUE 0.27 677.63 682.84 OK -5.21 EX 9 681.82 15 0.25 85.64 0.00% 0 2.43 0.02 0 0 0 0 0 0 0 0.02 0.03 FALSE 0.03 681.85 688.9 OK -7.05 M E 0 0 N v N c > E w E � o ED O M Q< J U co LU a > p N LU N � 10 X `rd .a u_ U) _ N =v >Ln Ln O N L � M d � 00 o w � F- vi 71 O O I- 0 W w U Q z O H V) Z) O r z 0 H Z Z ;R� � Z z w W W w w 0 z z z z z zzzz z a. 0000 O W Z Z Z p Z Z O O O O O z U U U U U 0 c~I1 W W W W W W QQQC� W W W W 0 W CC j W W W W W C� C� C� C-4 W_ " " N N N N N N N N O O O O O W (N N N N N .J:rr 0412612021 DRAWN BY 1. FOX DESIGNED BY 1. FOX CHECKED BY C. SHIFFLETT SCALE N.A U U cl) 0 z J 0 Q z Q (Hn W > U ( U �./ Q c) 2:< LU N m L.L Q �.0 O Q z o H u 0, r� /_ vl 0 JOB NO. 47652 SHEET NO. C9. 1 W O C� Z Z) O u W a O W L RESIDENTIAL. UNITS (1) MARKET RATE UNITS AFFORDABLE UNITS BLOCK RETAIL GROSS AREA OF POCKET AREA OF TOTAL BLOCK AREA CLASSIFIC NON-RESIDENTIAL,:. AREA. S.F.S,l=. TOWN. CONDO. / - RESIDENTIA TOTAL;# FOR RENT LOTS PARKS OPEN (AC) ATION AREA (SQ. FT.) (SQ. DETACHED ATTACHE HOUSE APARTMENT TOTAL UNITS L DENSITY MARKET a OF TOTAL /° REQUIRED FOR APARTMENT ACCESSOR TOTAL % ,OF BANKED COMPLETED (AC) (7) SPACE FT:) .UNITS D UNITS UNITS UNITS (DU/AC) UNITS AFFORDABLE SALE S Y NUMBER TOTAL UNITS UNITS (AC) (6) UNITS OF UNITS. UNITS Block 1 1A 2.1.7 24,231 24,231 0 0 0 38 ,38 17.5 31 82% 6 0 7 0 7 18%° 1 7 5.1 1 0.90 18, 3.70 mixed. use 18,500 16,000 0 0 7 31 -38 10.3 26 68% 6 6 0 0 6 16% 0 1 0.12 2 4.9 46,029 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0 0% 0 0 5.2 0 N/A Block 3 3B 3.4 mixed use .0 0 0 0 25 0 25 7.4 19 76% 4 6 0 0 6 24% 2 6 3.6 1 O.08 3C 1.0 3,750 3,750 0 0 0 12 12 3762.0 11 92% 2 0 2 0 2 17% 0 2 1.2 1 0.04 3D 1.0 D_ 0 3 0 0 _ 0 3 3 0 _ 3 _ 100°i° 0 0 0 0 0 0% (0) 0 2__ 0 0,00 4 3.1 mixed use 41500 4,500 0 10 1.8 8 36 11.7 28 78"/, 5 8 0 0 8 22% .3 8 3.3 1 0.07 Block 7 7 Ph. 1 1.1 mixed use 0 0 0 0 0, 0 0.0 50 89°l� 8 0 0 0 10 18% 2 2.4 0 0.00 7 Ph, 2 0.7 0 0 0 0 28 0 37.1 0 0 6 6 2.4 0 0.00 7c Ph 3 2.5 0 0 0 7 23 0 12.Q 0 0 4 2.6 1 0,1.2 East Village 10 3.4 N/A Q 0 0 0 0 0 80 00 95 119%fl 12 0 0 Q 8 10% (4) 3.,8 .0 N/A. 16 6.5 N/A Q 0 24 7 0 0 48 0 0 0 3.6 1 0.66 30 3.5 N/A 0 0 14 0 0 0 4.0 0 0 3 3 3.2 1 0.26' 17/18 6.2 NIA 0 0 6 29 0 0. 5.6 0 0 5 5 1.8 1 0.26. 31 B/C 0.0 0 0 0 0 0 0 #DIV/OI 0 0 0 133 `1 6.00 11 3.7 mixed use 0 0 4 11 18 0 33 8.9 26 79% 5 7 a 0 7 2.1 % 2 7 0.94 1 _ 0.70 12 /12C /15 31A 5.1 SF 0 0 30 7 13 0 50 9,8 47 94% 8 3 0 13 16 30% 9 16 2"5 3 4,93 13 3.7 mixed use 3;000 0 29 .0 0 0 29 7.9 29 100% 4 0 0 0 0 0% (4) 0 1..75 2 :0.00 14 4.4 SF 0 0 20 0 0 0 20 4.5 20 100%. 3 0 0 0 0 0% (3) 0 1.75 0 0.00 5/20/2021 5.4 N/A 360. 0 0 0 0 190 190 35.2 161 85% 29 0 29 0 29 15% 0 29 9.88' 1 1.63 22 12.0 SF 0 0 0 30 15 0 45 3.7 45 100% 7 0 a 12 12 27% 5 9 25.9 2 1012 23 3.4 multi family 0 0 0 13 0 0 1.3 3 8 1.3 100°fo 2 0 0 0 0 0% (2) 0 3.4 1 0.12 27 3A SF 0 0. 9 0 16 0. 25 8.1 25 100%4 0 0 4 4 16% 0 0 1.75 1' 0.18 28/29A/35A 7.9 SF 0 0 24 4 0 0 '28 3:5 28 0 100% 4 0 0 0 0 �. .0% (4) 0 4.67 2 1.07 29A/35 1.7 SF 0 0 13 2 0 0 15 8.8 21 1400o 2 0 0 0 0 .011/0 (2) 1 0 1.75' 0 0.00 32 23.3 5F 0 0 80 12 0 0 92 3,9 85 92% 14 7 0 16 23 25°fa 9 1 23.26 4 7;08 35c 3.5 SF 0 0 0 0 0 0. 9 2,6 17 189i° 1 0 0 0 0 1 0% (1) 0 5.58 1 0.08 TOTAL, 80,9 1 1001370 0,481; 265 1 132. '161 279 837 1 10.4 780 93% 126 37 38 63 1,38 1 16% 12 99 125 28 34 % OF TOTAL. AFFORDABLE UNITS 26.9% 27.3% 45,811/o NETBANKED 12 w125 28 34 UNITS AVAILABLE Note; Currently28% pocket park / open space not including below: Block 31 c. has 6 acres of dedicated greenway deeded over to County of Albemarle Western Park is 25 Acres of dedicated park area deeded to County of Albemarle .Block 12 / 12c has.2 acre dedicated school trail connector;, PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 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 �-STAKIN�GSP ECIFIED NOT TO SCALE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ACE OGL 10 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 452SF BET CIM 8 BETULA NIGRA 'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 2.5" CAL. B&B 464SF QUE PAL 9 QUERCUS PALUSTRIS PIN OAK 2.5" CAL. B&B 419SF QUE PHE 9 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED ORION LANE 279.7 LF 1 LG TREE PER 50 LF 280.0 / 50 = 5.6x2 = 11.2 12 LG TREES 12 LG TREES EXTENDED OLD TRAIL DRIVE 343.9 LF 1 LG TREE PER 50 LF 344.0 / 50 = 6.88 7 LG TREES 8 LG TREES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 2.73AC 2.73ACx.1 (GROSS SITE AREA) 10% COVER = 0.273 AC 11,892 SF 15,774 SF = 11,891.9 SF NOTE: A -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 :Z6Z0 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM 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. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION M E o O J Q N c'4 N O >E o a w W > N o Q U. a �LL w0 Q J U w W °-J-Ui w Z O W rn W O O z�� U �x O cn w Q Z O Z O V N > L0 Z � � C orn 4wU � 4 wo®®1 CO J w W �vv� W v a a 4 O 2 � O = cn cn In ZD o ww w w N o N 0 N 0 N 0 (N 0 > w NNNN N Q o.-,oco U) U Q < N�+ND ��i\i M O 0 DATE V) > 0412612021 O DRAWN BY M. RACHNER • DESIGNED BY . M. RACHNER CHECKED BY • C. SHIFFLETT SCALE . N/A U U 0 _U) Q Q W C) � Z � 0 W Q w C_Ij� U) <<W w 1.- -� m O Q Z I -II LL 0 W n U i--i 0 Cn 0 Z J 0 0 JOB NO. 47652 SHEET NO. L2.0 N N 0 0 -0 (. U Z) 70 0 OCL O U) z O 0 f2 02 E� -O c 0 c 0 3 U) z� 0 a`ni 2 a 2 x H W Q) O 0 a� 0 3 0. a� c � Y ( N 7 � U N O O U L � L ? , R 41. -+ 'r " ` ..gy hop "P.", [ �::. �.��- - % � ��l i�� , .:� outer ft :mmlog 01 "l lold, Trwkv Of ZM �± � dl '•� .1 `> in wilb d*�� lo "cowry App �. tTrag U�4.� ?[ "� �kA W `'"'�.. �k 2 c�c�d� C` ISt� e?t tt 33 Q of Ow Los J , CSC �fi?�1U��, bo—no . gtttd r+cn,xlPw,.� ti.;txA.ag na t tkC 04-i X ow# : ]' wocoor 4. "*P*lCt$ ftft ptoff "tolid the 94�mr . 4i f loy it j avp tca Ke iie+ Che a rs a it i d ors s ;,� i d, aid cif a .1 . big +rbr�ii t+►! (' .- 4 M E 0 M OV > E w LU LL o Lw0 r`v� a J V o I —I (� W NUJ OS z � -� M O J w N oa =qT V _ � N = U >910 CL6 O N M k H IIK-1IK-1I�QIV-1 zzzz z Z W W W W W O z z z z z Z Z z z z a 0 0 0 0 0 w Z z z z z O O O O O Z U U U U U O U) H aWcLaa W W W W Q. w pppp W W W C1 ti W ti ti ti W ti W W W W W Q� C4 � (y- cl� " " N N N N N N N N O O O O O w N 1,N N 01 O � O CO Ul DATE 0412612021 DRAWN BY 1. FOX DESIGNED BY 1. FOX CHECKED BY C. SHIFFLETT SCALE N.A. u u 0 .j F— z Z I-1 W LV F--f > W (D LU < w U) J J m cy H� LL O W LL LL Z O O U 0 JOB NO. 47652 SHEET NO. P1.0 I L)O a� o O aoi U) z �O o E O C C (D CQ V) C O � U O� 3 Z cn O a) 2 a x _ m _ m o 0 0 Q.C-- O Q m N C � Y 0)N U X C O O O U C 23 N � (6 C O � U C 0 O O E 7 C U N O a a 70 c6 U O C ( o U a ` coo N O C U EL a� � L