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Home My WebLink AboutSUB202300002 Plan - Submittal (First) 2023-01-03SITE DATA: TAX MAP PARCEL: TOTAL PARCEL AREA: LIMITS OF DISTURBANCE: OVERLAY DISTRICT: OLD TRAIL BLOCKS 24, 33, & 34 055EO-01-00-000RO MARCH MOUNTAIN PROPERTIES LLC DB 4954 PG 12C 17.24 ACRES ZONING: RURAL AREAS (RA) 055EO-01-00-000A3 MARCH MOUNTAIN PROPERTIES LLC DB PG: N/A 20.39 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH ZMA2015-00001 37.63 ACRES 17.12 ACRES NONE MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT:JOE MEDLEY JOE.MEDLEY@TIMMONS.COM SURVEY CONDUCTED: 2021 DATUM: HORIZONTAL: NAD83 (NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS (BLOCK 24): FRONT: 5 FT MINIMUM/25 FT MAXIMUM SIDE: 5 FT MINIMUM REAR: 5 FT MINIMUM REQUIRED BUILDING SETBACKS (BLOCKS 33 & 34): PENDING SPECIAL EXCEPTION SUBMITTED ON 12/18/2022 FRONT: 5 FT MINIMUM/30 FT MAXIMUM SIDE: 5 FT MINIMUM REAR: 5 FT MINIMUM MAXIMUM BUILDING HEIGHT EXISTING USE: PROPOSED USE: GROSS RESIDENTIAL DENSITY: PROPOSED OPEN SPACE: MAXIMUM IMPERVIOUS COVER: WETLAND IMPACTS: UTILITIES: PARKING REQUIRED: TOTAL PARKING PROVIDED: SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] SIDE: SINGLE FAMILY ATTACHED- 4.0 STORIES OR 60 FT VACANT RESIDENTIAL LAND RESIDENTIAL DEVELOPMENT FOR SINGLE FAMILY DETACHED UNITS 62 UNITS/37.63 ACRES = 1.65 DU/AC 0.36 ACRES 1.05 ACRES NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT ACSA PUBLIC WATER AND SEWER 2 SPACES PER SINGLE FAMILY DETACHED (62 UNITS) 124 PARKING SPACES REQUIRED 2 GARAGE SPACES PER SINGLE FAMILY DETACHED (62 UNITS) 2 DRIVEWAY SPACES PER SINGLE FAMILY ATTACHED (62 UNIT 248 MINIMUM PARKING SPACES PROVIDED 1. THE SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 2. THE SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. ROAD PLAN COUNTY OF ALBEMARLE, VIRGINIA 12/21/2022 Oa J rai P e 'o l C+o�t o G�e� CtOS�S� ti RO`N accr.'God Kd -he M SITE v LOCATION O �w�ck 0a 9sa�,t+ S�dpt�� Hllsboro =' Rp�kEbh G3P Esc jPke Cemetery 3 a 0 Z J V VICINITY MAP 1"=1000' DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC 1005 HEATHERCROFT CIRCLE SUITE 100 CROZET, VA 22932 CONTACT: DAVE BROCKMAN TELEPHONE: (702) 985-9088 EMAIL: DAVE@OLDTRAILVILLAGE.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JEREMY FOX, P.E. TELEPHONE: (540) 885-0920 EMAIL: JEREMY. FOX@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 OVERALL LAYOUT & UTILITY PALN C4.1 LAYOUT PLAN C4.2 LAYOUT PLAN C4.3 UTILITY PLAN C4.4 UTILITY PLAN C4.5 UTILITY PLAN C4.6 LOT & EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 ROAD PLAN C6.0 STORM INLET DRAINAGE MAP C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 STORM PROFILES C8.0 UTILITY PROFILES C8.1 UTILITY PROFILES C8.2 UTILITY PROFILES C8.3 UTILITY PROFILES C8.4 UTILITY PROFILES C8.5 UTILITY PROFILES C8.6 UTILITY PROFILES C9.0 ROAD PROFILES C9.1 ROAD PROFILES C9.2 ROAD PROFILES C9.3 ROAD PROFILES C9.4 ROAD PROFILES C9.5 ROAD PROFILES C9.6 SIGHT DISTANCE PROFILES C9.7 SIGHT DISTANCE PROFILES C9.8 SIGHT DISTANCE PROFILES C9.9 SIGHT DISTANCE PROFILES C9.10 SIGHT DISTANCE PROFILES C9.11 SIGHT DISTANCE PROFILES L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS TOTAL # OF SHEETS: 51 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE � \LTII Op Gf IEREMY L. FOX y Lic. No. 60786 12/21/22 �S70NAL'� rA N z 0 f f Am Z O H a U U Uj w 0 Z O U) lD I DATE 12/21/2022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE N.A. M cz M M \a (D N " tY w J Q w U\� LU m O a C) J LL O M W J z 0 O i--i a DC J r•1 L IOB NO. WJJ.w SHEET NO. CO.0 L I z 3 I LEGEND GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). SEPTEMBER 14, 2021 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE THE LINE. OF ROAD. (N/A) 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE SLOPE OF 0.004 ft./ft. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. THE END OF THE DAY 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. REVISION OF THE ACSA RULES AND REGULATIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The Count only reviews private road as -built plans. The count does not review or Y �1 Y Y P P Y 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 a the drawings on the title sheet. preparing &5 3. "As -built" must be labeled on the drawingswith the date of preparation or revision. P P 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. An portions outside the right-of-way or easement must be f� Y Y Po � Y corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. Albemarle County Public Road Acceptance Procedure The processing, inspection and acceptance of public roads is administered solely by VDOT. The County is not involved in this process until the road is ready for acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee Pee A form and fee are required for each bond such as for a project with multiple phases and bonds. req Prof P 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 rightof- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. eP Y P Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDX)T, it is usually about six weeks before actual acceptance takes lace and VDOT issues a formal memo to the county with the road p P ty additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports. CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report Gom VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how Ion improvements mtfl sit or need replacement. artial releases may not be possible. g Pro Y t, P 3 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. Ifstmet trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed. by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conform s 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. 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Albemarle County Engineering Final Plan General Notes Page I of ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern, 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other Construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched, 5. The maximum allowable slope is 2:1 (horizontalwertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926), Albemarle County Private Road Acceptance Procedure This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geoteeh, 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. i and drains structure video inspections ore uivalen pipe 8e Pce q t, 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 Count As -built Road Plan Policy. Provide copies of all recorded drainage easements Y cY P a8 > sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond Inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A foam and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or mductions, the minimum requirements of this policy must be met, if only to ensure that an 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 fisted, 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 mom 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 to= crust be received for release of a bond. It is available on the county website. In the use of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. COUNTY OF ALBEMARLE Department of Community Development 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 i ) f construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings A. A signed and dated professional seal of the aria engineer or surve or. 8n lx Prep gY 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 underdrdins. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4 Verlfled Drains Area maps for the drains area treated and for drainage to the facilities. • � P drainage g 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements -Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofrlter 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. Y pLTfi OF JERLiMY L. FOX Lic. No. 60786 12/21/22 A V) 0 0 x L) d F_ w x a z 0 U) o! 0 0 H rr i DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE N.A. M 06 M M �Q �} Z (� CV (D Q �+ _J Ill Q U m OQU) J ° m O J 5 O Z I_l I..L Q J JOB NO. 9639.0 SHEET NO. C1.0 L INor2btt [COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/811-1" METERS) NTS FIG. W-7 TO-13 4" DIAMETER BRANCH AND VALVE � - F PLUG VARIES WATER MAINS \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP Ri LUBRICATE ALL THREADS THRUST BLOCK- tO METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 IU-19 m 0 Q O AIR RELEASE VALVE C V O BRASS OR BRONZE PIPE V V p�q ry p o IF PIOSSIBLJRADE 0 0 T_ m 0 P p� SOLID CEMENT BLOCKS 3 j I I COPPER " SOFT 0 i° '-CORPORATION STOP GRADE GATE I� STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILJP THREADS WHICH IS THE LOCAL STANDARD. i LENGTH OF BRANCH VARIES 8' MIN VT 2' TO 10' (2701 i 7 CU. FT. 18"-22' ALVE SO //6B STONE 42"MIN 6" GATE VALVE 6.. X 6,. TEE a 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 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 I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE SOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S 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.5. FIG. W-4 TD-8 PLACE 5' GALVANIZED " WITNESS ' POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II u T-1 M.J. GATE VALVE WATER IA LINE T + L-) . . 2500 P.S.I. CONCRETE '$ ° 2'x 2' BEARING AREA. THRUST BLOCK ': 4 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 1' COMPRESSION a 3/4" MALE "PE COURNB OR APPROVED EQUAL O NOTE: NO SKATED FITTNGS DUAL SERVICE �r T1PE nr SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PYC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. FIL 1" CgA'RE59GN " 3/4' MALE PIPE COUPLING DR MYROVED EQUAL Fat USE OR DETACHED SINGLE FAMILY RESIDENTIAL. SERMCE MERE AN IRRIGATION METER IS NOT PROMDED. 1N W � GRADE 1/8 BE11D oou,taii: S, METER w =:Z caRPORAnw sire :vr_":� :-`.A•". .- < oL A i:SSA ;..f <.`.. NECERY SAND OR DUST UNDm BOX AND SETTER`°•�i="" ^+.�.+`-�f-"3'i MDDT SPEC zo1 NO. s7 A'1TE MINIMUM THICKNESS)y'f£=t.=�y�yy' TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 - rum MLINUO a Z LMALLtK USES RAP ON B WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 100 THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 4" - 6' V-9 2'-3' 2'-6' P-2 3'-O' 1 1/4' e" V-3 S-0" T-6' 1'-6 2'-6' 1 11 1/4' 1D" V-9 S-9 T-6' 2'-0 3'-D Y 12" 3'-0 4'-3' 3'-C' 2'-3' 3'-B" i 4" - B' 2'-6" 3'-0 2'-6' 1'-fi Y 1 1 4' 8' 8-0 4'-3' 2'-6' 2'-S' 3'--Y 2" 22 1/2' 10" V-3' W-0 S-O T-9 3'- 2' is" I V-0 T-B 3'-3' 4'- 5'- S 1/2' 4" - 6' 3'-W e'-0 3'-0" 3'•- 5' 2 i/4" B" 3'-6" W-6 4S' 10 4'-8 ]'-B 12' 5'-3 in" W-e 11'- 8 "WITH = Ulm. r ICKNESS OF LEETLD STRAP = 1/4" ST U 1 LATE WASHEF 3" THREAD -T 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE BARS ®12" PIP BEL CENTER FO 12' OF& CONCRETE CLASS "8" 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. Ill TD-4 Top View a , 6" MINIMUM 4' MINIMUM m A 4' MINIMUM La q da °. a . NOTE: RESTRAINED JOINT FITTINGS - - - - - Side View - - - - - 42' Minimum - y C, e. CN on qA I .I lq ica6tlreeuui 5e X DDrnpot:'ql ° ` a'., Galvanized Steel Beam. I I a W12 x 14 (min. size) '4 .° 3' min. penetration into undisturbed 45 soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B 0.STM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/C DIA SOIL (TYP) ALL- THREAD ROD WATER MAIN �\Goi4➢d': ... 1 1 ELPJATION UNDISTURBED SECTION NOTE: 1. ALL RODS AND FASIENERS SHALL. BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SQL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION. THE COLAR DIMENSIONS SKILL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES Nis Fig. W-3L• TD-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT OF WAY. VARIES 1 5' I I 1 5' 1 FI WATER SFWER 3 ^' I] p OL �Fl LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER 6 SEWER 30' MINIMUM 1E SEE PART 3, PARAGRAPH DI SEPARATION OF WATER 4 SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 901 TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 I J1-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL i 624" IN B. INITIAL BACKFlLL MIN 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 UNSTABLE a' I INITIAL BACKFlLL a 1 0" SOIL\Wtit. MI MIN. _ MIN MIN. #68 STONE �-"= :GRANULAR FILL AS _ :^`' i %•^;tr- APPROVED BY ACSA --STA I 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 BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG, W-2 FOR ALL BI IYtII WDIO. gip AACCO '�U`'' REQUI BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. CU.YD. BEND L H T L H T 90 250 250 3.01 0.24 4" & 8" 45 2.00 22B 2,60 0.15 200 225 250 0.15 221/2 L50 200 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 45 266 2.06 2.77 0.26 8.1 221/2 1.66 2-16 2.69 0.13 3.16 2.91 266 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.&T 0.52 22 11 2.33 2.58 2.86 G.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.S.I. CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 M-3 �p,LTH OF L7 Lr JEREMY L FOX Lie. No. 60786 12/21/22 1tV;j M E O p N lJ N � >E w a E W a o U.3 K O L Q jUoO Z a -In O W f4 In (7 MuW Of z H " U ii0 J) Q (n LL LU o Q U1 x v n� Z =U >UD O v (n c n N 111 � M � a � CO J H ui 0 0 x (7 0 O K 2 F 0 w w uJ H x Q U � Q z O U) DATE > 1212112022 O } DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY J. FOX • • SCALE • N.A. M cz M M HI LnUjJ 0 Q Um06 O V J J UL CO O zJ o < 1H 4 U 0 J 0 JOB NO. 49639.003 SHEET NO. C1.0 0 5 d c 0 N L ,�p,LTH O FLr SEWER SERVICE LATERAL CONNECTION NOTES: 0 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 01, INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN. 60' DIAMETER MANHOLE O � LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE _ REQUIRED. U JEREMY L. FOXy TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TWO" F- TO THE MANHOLE. Lie. No. 60786 DROP MAMRE PVC CROSS ° 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL CONNECTED USING A PIPE SADDLE. USE APPROVED 12/21/22 ARt �BE FLEXIBLE RUBBER � � BEDT O �S`SIONAL 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �O� (1/4" PER FOOT) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN o s 3000 PSI CONC. BASE DIAMETER OF 4". 6' GAsKETED SHIP COUPLING BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o 27" CHANNEL 1/4" : P MIN OF 3 FEET. Tl- PIPE STRAPS „�i; DROP PIPE SALT e A ESTaTJaEss sTI>:u o SPACED TREATED VERTICALLY e�_i? i.a,. i / N o FINISHED GROUND MARKER 90 RESTRAINED BEND °.,% �1 BEWUE BRANCH 1Z" f- j E �- j j a E . PIPE w CONTROL JOINT SPACED ' ' ' MAIN• SEWERAT WIDTH OF WALK (MAXIMUM) PIPE PLAN 2w s1 ' O r5 EXPANSION JOINT AT MAX a u m z OF 30', VVITH PREMOLDED M PLUG END OF PROFILE w HJ! - O EXPANSION FILLER MAIN LINE SECTION SERVICE LATERAL MIN. 6' BEDDING WITH NO. 66 STONE In .~a CONC. WALK 45'0-0" 1.HEIGHTOFTHEVERTICALOROPPIPEWILLBEDETERMINEDBYTHEACSA BUT SHALL NOT BE LESS THAN TWO FLEXIBLE CONNECTION NOTE: M z_ '? N (2)FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO �' O `) Q J w 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SREDTHESAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL C ai" LU ... -. - . -- THE DROP FITTING WITH STANDARD GASKETJOINT. w BE CORED AND A FLEXIBLE m - ,_.,.: ° . -•- , a -.'a-> '-" - -- -: -- 3. VERTICAL DROP PIPE SHALL BESTRAPPED TOTHE MANHOLE ATPIPE JOINTSSTRAPS SHALL BEMADE OF .� BOOT t- CONNECTION" v i `O = <Lq O .. 4 a--.. . . e STAINLESS STEEL. INSTALLED [Z M (n _ A.°' e 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT" � N IN LINE WYE-TEE TO SPRING UNE OF MANHOLE INVERT. Of \ \ \ \ \ \ \ \ \ \ \ \ \/\/\/GRAIDENE PLAN S. DROP CONNECTION DISCHARGE FI TING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLOW, 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. (+ TYPICAL MANHOLE PLAN VARIES COMPACTED SUBGRADE 4" 21-B STONE 7. MINIMUM 72"DIAMETER MANHOLE REQUIRED FOR A SING LE 10" OR 12• DIAMETER DROP CONNECTION, OR SHQWING BRANCH TIE - IN R TWO 8' DIAMETER DROP CONNECTIONS. Ui SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL. DROP CONNECTION NTS o N.T.S. N.T.S. FIG. S-I-B CONCRETE SIDEWALK JOINT DETAIL FIG' S-2 FlG. S-1-C2 0 TD-33 TD-30 TD-27 No Scale F 0 w w w H _ ¢ FRAME &COVER o �"� Pg1 FRAME COVER SEE FIG. S-I-D, E (SEE FIG. S-I-D,E) in j DATE ING BACKFlLL '� ® & � STREET SURFACE OR STREET SURFACE OR � 12/21/2022 SHALL NTAIN ROCK MATERIAL � NON -PAVED AREA NON -PAVED AREA O } THAN 5" IN ANY E SLOPED SLOPED AREA SLOPED AREA DRAWN BY ION E� �� L-i jMIb 1'-0" Max 2-Dd CA�IN � �� STEEL STEPSV-O" MAXA. MABEE L BACKFlLL• 8"MINLIFTS)DESIGNED EMBEDMENTOROUGHLY COMPACTED HAND OR APPROVED LINE PIPECHANICAL TAMPER ..\ �-�E E O , 0 11 PRECAST REINFORCED CONCRETESPRING sEcnoNs YnOR APP•PRO S�OF BY J. FOX CHING N0. 68 STONE -s " FEw m �a '0 da 3'-0" MIN RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE • CHECKED BY BEDDING 6" max 4" min �� ItA • E '% gg d G7 �4 ° THE DROP CONNECTION SHALL BE .� DUCTILE IRON PIPE (CLASS 50t 5" BACKFILLED IN 8' LAYERS AND PRECAST REINFORCED OQUIREDOW SHALL BE Q„ $ ^e E� E COMPACTED BY HAND TAMPERS OR 1 MIN ® BACKFILLED WITH SELF -COMPACTING 2" CONCRETE SECTIONS 12 MIN O" RING SEALS 16" MAX • • J. FOX REQUIRED WHEN SOIL to M-ax STONE. T MINIMUM ELEVATION T • CONDITIONS ARE UNSTABLE ;I _ Q 5" 4'-0" RINLET ALE ALL PIPE) M- 5' T •' • �PPI, g `� k g MINIMUM ELEVATION DIFFERENCE 12'MIN 12"MIN ' FROM TOROUTLETH. w VARI 4 ouUTE'T B .20FEE�T SHALL BE 0.20 SHALL CONCRETE ° VARIES •' ,,, A FILLETED INVERT FOR A SMOOTH DEPTH OF FLOW FILLETS „ CHANNEL TO BE • 6 FLOW BETWEEN 3/4 DIAMETER OF� NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL O '• G A.. INLET &ULON E T PIPE SHALL BE Q PROVIDED. �. 6' '; , y ',: 12 I:" __ CONTRIBU TT e SEWER. 12" BE BACKFILLED ENTIRELY WITH N0. 21A STONE. F A FILLETED INVERT FOR A SMOOTH ° • 'fie': 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO. 68 z 0� o o -F° 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING STONE SHALL BE PROVIDED' E• E E <- E o w mg �E a* NOTE : W/ NO. 68 STONE 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" w NOTES: BEDDING OF NO. 68 STONE ' ^n as 21 " a 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE I O SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED at NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE O I'L'I[ INSIDE AND OUT. EXTENDER OR NON -EXTENDED BASES. -F V 1 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED M TYPICAL SEWER PIPE INSIDE AND OUT. INSTALLATION IN TRENCH TYPICAL MANHOLE SECTION TYPICAL MANHOLE FRAME & COVER TIE-IN Oz TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH N.T.S NITS FIG S+D NTS N.T.S M TD-31 FIG. S-3 FIG. S-I-A FIG. S-I--C M TD--34 TD_2g TO-25 ¢ \ Z VJ PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED - - IN ACCORDANCE J WITH PART V, SECTION G OF THESE SPECIFICATIONS _ R ROADWAY SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE . '•D :'•; v: r,4 W FRAME & COVER :. UJ ax a .• 2[699mmjA C3emm] 0 {� M1/.• Dw� r SEE FIG.S-I-D, E PRECAST REINFORCED CONCRETE SET DOGHOUSE BASE •'+••• , ". EXISTING SANITARY ON CONCRETE BLOCKS » , : . SEWER PIPE ¢ C) o C I (ss7mmj Inemml t- I I""]� BECKONS WITH 0° RING SEALS OR APPROVED EQUAL 2'-0" 1'-0' MAx DOGHOUSE OPENING SHALL '•' . �. ♦' '• MIN. 12" CLEARANCE BE PREFORMED BY ' ! BETWEEN EXISTING PIPE •'� AND STONE BEDDING MANUFACTURER at ". •.T : ; }..:'... SAW CUT TO FlT PIPE ' • * . m O Q 06 ' ^ V�J = PAVEMENT ED L ze 7/16- p.� f oP IIF ' I pemmj > a A FITTING ACS MAY BE REQUIRED WITH ACBA APPROVAL OUTSIDE DIAMATER '"" w ,ay PLUS 8". .: ' .y ,; �' 12" 7filcK woT W 0 L- f 3r M O O 36' ON -I a zs' s A� No. 88 STONE BEDDING � 42' MIN. [s1.mm7 t55Omm t 1/2' FRAME BECTIpN 13/16' [3Bmm] 8'x8%I6" AND 4"xB"x18' SOLID CONCRETE BLOCKS 5 O 7 COATED STEEL BAND OR STAINLESS 42' MIN, 0,25" MIN, THICKNESS STEEL CASING WSULArORs STEEL CASING 12` CONCRETE FILL [20mm1 (REoSFssa)Rgsx) THE DROP CONNECTION SHALLo)BE 3'-0"MIN .• CENTER W DOGHOUSE WALL 4 EACH E BASE J O L BOTH ENDS O WMP CTFDIBYHANDYTAMPAN z U -T -• 31f8• t/2 Y (TsmmI [t3mm7 ER� OR,,,,Il,,,,,,,,,�m,S'R111111111111111111111111111I, 5' j BACKFILLED WITH SELF -COMPACTING ,,,, IIIIE < d I 3 13/16' ! 22 t3/ts' 2 ifB [s7mm] C07 l CSME,m a 25• Jam- STONE 12 MINA 16" MAX MINIMUM ELEVATION DIFFERENCE MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE WITH 3,DOO PSI CONCRETE 7; f 2'-0'T 7' DR By 7" OR 8' T 2'-0' i 8'-0' i s/e• s 17nw] L35mm] g635mm] [t7neW fls" O.D.DOF CRT VImWE DA" ] C1{,,,ml SECTiOu vlEw t /O (6mm) DW p ACROSS M.H. FROM INLET TO 5" e OUTLET' SHALL 8E 0.20 FEET ' ON FIGURE 5-1-A OR NON -SHRINKING GROUT DD�r � A4FM6LT NEOPRENE GASKET °fT"� 12"MIN 12 MIN A FILLETED INVERT FOR A SMOOTH 0 UCTILE IRON PIPE I IS' OR 20' JOINT OF AI. I r RESTRAINED JOINTS) 1 l (2) Ws,R 1/1e x 5/8 x 1 1/2 t800' RuesER PARE® ODNIM Se W p,� � ,, �" 1 5/e' (D OI.T Hex s/e-tlxa 1/2 ss VARI Q TRANSITION OF FLOW BETWEEN ITION .• ' •" INLET & WLET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW Q sAoo �J� I41mm PART/ DDeelzw tn" PROVIDED. A MIN. NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE NOTE: 1_ STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC- OR A MINIMUM OF 5' BEYOND THE EDGE OF [6'1„R, (2) W R 5/A ID 1.`5D W SS t t/8' (�mm) 0w BoSg t3mm� Dui gT+x1� s�EL ROD PLAN VIEW [ 121 Dosalms •�• �. p FITTING DIMENSION VARIES WITH SLOPE. OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE PAVEMENT, WHICHEVER IS GREATER. PICKBAR 8 LOCM_UG HOLE DE:AIL uo1Es , .Q ` '.�. SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON 2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. 2) Nur KK s/e-tt 11 1. ALL MANHOLES PARfJ 0o9R12A4 W OR LOCATE➢ IN AREAS SOB.@CT m ROODp1G SHALL fR0 WEAR FLjT 12., . ,' y+ p 9. . • >• 4 EACH SIDE OF OPENING O 3. MIDDLE SPACER SHALL HE PLACED AT THE CENT€RPOINT OF PIPE JOINT. z HARE wAl'cROGRT FRAME k COVER. ZN DESIGN (z) Nur Hx JAM s/e-tt zu DE9GN FOR WAFRAMES DDVEas TAu. BE COV COVERS SIVEHALL ; OR SIRED. PARRY ODBB122B 1 COVERS SXALL BE FIXED 10 FRAMES Nt1H TACKING W6 OR 51MIt1AR A55EN6LY. 3/4 aA OF LARGEST 1 WATER (( TYPICAL WATERTIGHT r.M11) PAf o01s3ses PIPE IN MANHOLE A 12' MIN. CAST -IN PLACE 3,000 PS CONCRETE BASE o TYPICAL STEEL SLEEVE INSTALLATION MANHOLE FRAME & COVER LOCK LUG ASSEMBLY MIN. B" BEDDING WITH N0. 68 STONE SECTION FOUNDATION SECTION VIEW VIEW UNDER ROADWAYS HTs FG[sLf NOTES: „I„II„ ,,,,I,,,,,,,,,,I,I„ ,,,,,,, , „I,I,,,, ,,,,I,,,, „.,II,IDATI , „ ,,,, I, TD 32 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE NOTES: N TS SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. FIGW 10 2 THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW EXTENDED OR NON -EXTENDED BASES FLOW TO THE EXISTING PIPE. 3. ALL JOINTS LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE JOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 49639.003 NIS N.T.S FIG. S-1-Cl FIG. S-1-Al SHEET NO. 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SEE SHEET 4.1 0 0 • 0 TMP 055E0-01-00-000A4 MARCH MOUNTAIN PROPERTIES LLC ZONING.' NMD NOTE: HOUSE FOOTPRINTS ARE SHOWN FOR CONTEXT ONLY. ACTUAL FOOTPRINTS ARE SUBJECT TO CHANGE WITH SUBSEQUENT SUBMITTALS. MiN Y pLTii OF O Li JEREMY L. FOX Lic. No. 60786 12/21/22 A E 0 N U c > E vE w W 3 LL E 0 � L Q� j U EO Z w j L C N N V (7 W W M 3: 0 J w a j 14 1 c N V > LD Z C_ C u O N > M � v W J m F V) 0 0 x U' d H w w F � Q z O U) 0 0 r1 DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE 1 "=60' M c z � J M a M � } z H N � J > Ld a 06 W U� O ca a O Q J Z � J I= o Q W 1 O J O Q -- -- -- - - -- JOB NO. 49639.003 SHEET NO. 0 12 C4.0 a t� L 1 5 \ z • LOT 48 \ 11 � ` I ULOT I I LOT 49 \ / \ 34' \ I I /\ ` ♦ STREAM BUFFER LOT 53 \ z 46 \ / \ ` \ \ LOT 50 / 34' ROLL-TOP CURB \ 18 \ MIN. (TYP.) STREAM co 3 / S \ \ OPEN SPACE 0.357 ACRES `` � LOT 52 % LOT 51 . 4 / \ ` R25' 34' \\ _ R25' a . R25' 1 G-12 CG-6 (P VDOT. STD. R1-1 R25' STOP SIGN WITH CG-6 I CG-6 R25' ROAD NAME SIGN _ R25 SIDEWALK (TYP.) ROAD A "NO PARKING" 5 6' PLANTING STRIP (TYP.) SIGN (LEFT VDOT. STD. R1-1 STOP SIGN ,,,r .►+ NTING STRIP (TYP.) F SIDEWALK (TYP.) 59' PUBLIC R/W ARROW) WITH ROAD NAME SIGN R25' I CR25' G-6 N LOT 1 1 a SA �4 S AN STOP VDOT STD. R1 I � � � �I STOP SIGN & \ ROAD NAME SIGN \ 9 1� I I LOT 43 LOT 42 LOT 41 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 2 lh_ Tp CURB LT, LF LF LF I OAS i • 1I KEY PLAN V, LTg 0p y L� IEREMY L. FOX > Lic. No. 60786 12/21/22 �wr 0cn E a,0 N � >E w a E ui a a a K O L �_j Uco z wwcoa O dIA NN l d z _ U x w w tn _ N Z =U >m O_ N > � M � a� OJ J vi 0 O c7 0 0 x F 0 w w U a �Ln Z DATE 0 1212112022 O DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY J. FOX • • SCALE • 1"=30' M 66 (M M Q z N (D z > Q ELT J ULu� w p Q o V1 J ° Q � J z J0 0 HII U ,.�/ I..L 0 0 .J O JOB NO. 49639.003 SHEET NO. C4.1 L 7 *000*00*000*0000*0*000000000000000000eo**** NOTE: HOUSE FOOTPRINTS ARE SHOWN FOR CONTEXT ONLY. ACTUAL FOOTPRINTS ARE SUBJECT TO CHANGE WITH SUBSEQUENT SUBMITTALS. T LO F FRONT , SETBACK v (TYP) /r 14 •. LEGEND ' • HEAVY DUTY ASPHALT • LIGHT DUTY ASPHALT I CONCRETE SIDEWALK T � STREAM BUFFER I _� 000 I I / \ I LOT 59 I I LOT 60 I LOT 58 / 5' SIDEWALK (TYP.) � / \ / �y / LOT 53 6' PLANTING STRIP (TYP.) UO ` \ \ LOT 46 \ ` LOT 50 \ \ \ ' MIN. / (TYP.) STREAM VDOT. STD. R1 1 STOP SIGN WITH I OPEN SPACE ROAD NAME SIGN \ \ 0.357 ACRES / �y co LOT 45 ` U I \ \ \LOT 52 ` LOT 51 R25' R25' I ` ° • R25' A: G6 R25' N VDOT. STD. R1-1 "NO CG-6 R25' �y STOP SIGN WITH R25' ROAD NAME SIGN PARKING" "NO PARKING" 5' SIDEWALK (TYP.) U PLANTING STRIP TYP. ROAD A SIGN LEFT VDOT. STD. R1-1 STOP SIGN SIGN (RIGHT ( ) ARROW) 6' PLANTING STRIP (TYP.) 34' 5' SIDEWALK (TYP.) 59' PUBLIC R/W ARROW) WITH ROAD NAME SIGN i VDOT TCB-1 R25' �� n^c TEMPORARY R25' BARRICADES At CG-6 VDOT. STD. R1- - STOP SIGN WITH s SA �4N ROAD NAME SIGN I 10 w�I I I I F I F7 7 VDOT. STD. R1-1 STOP SIGN WITH I ROAD NAME SIGN I LOT 44 LOT 43 ROLL-TOP ®_�� LOT 42 LOT 41 LOT 40 LOT 39 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 VDOT. STD. R1-1 16' STOP SIGN WITH (TYP.) ROAD NAME SIGN 7ALT11 Op L� 2 IEREMY L. FOX Lic. No. 60786 12/21/22 Aj o E 0 N � >E -- — W �E >. ;<LL ' -- w o L f; EY PL aJUui Z W�-uo O (n NN d zr-,_.r U �o`�a � LL w CN �= vN z =u,� O m oN > M � I � OJ J � F- I I � O Q Z � O I SCALE 1"=30' � x C F o 0 30' 60' > I w w U O Q Z O ` in DATE M 1212112022 0 O ` DRAWN BY A. MABEE DESIGNED BY •• J. FOX • CHECKED BY J. FOX • • SCALE 1"=30' CL 34' 0 66 MM 4 M a z N zQ CG 6 LL J Q ULu� w CG- O m O J Q ` 5 LL J O Q Z J0 O H� U LOT 1 I..L J LOT 2 $ l.. LOT 3 JOB N0. 12 r 49639.003 SHEET NO. 25, C4.2 c a c g 0 a D a0 o 2n0z 20 0 c E2 a c m m a0 0 d o�Z od o �v o� Q§ d2 7 y N X C 0.0 0,6 £ 2 12 c 0 O m o c E `o 0� o � a c M 9 10 a 0 m o � U c 2 c O m " n� t E L SET 1 Z s Y ALTii OF LOT 48 , 11 ` I O Li I LOT 47 I I LOT 49 / \ O IHRr,�nv L. FOX\ II STREAM \ '� �'.:: •.� �' / ` ♦ ?'O Lic. No. 60786 BUFFER 0 12121122 I I I / \ \ / ➢y � LOT 53 / \ co NAl, T46 � ° `' Z / LOT 50 � r„ ............ > E STREAM I w v E W > r Q LL o 3 STUB -OUT p \ vZ \ LOT 52 \ ` o ry O 0 0 dyN� a LOT51 L)Q \ 3 \ Qce d.. QQ J LL W K ? p N = v N Z \ 12"X8" V > o h ro REDUCE rn ` (3) 8" GATE47 ° VALVES 900 BEND a 8"x8" TEE \N o w mH (3) 8" GATE 8" CL52 5 °. I I VALVES WATERLINE _ vi.. Of m 0 I FHA SA cnN S AN �a C LOT 1 ❑ Irm L < 1� DATE I I � 12/21/2022 ,A: �.. .,•:,'•.•,. 1 O DRAWN BY LOT 43 LOT 42 LOT 41 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 I LOT 32 `< LOT 2 A. MABEE • DESIGNED BY 1 I J. FOX 1• .; CHECKED BY r 111� L�iliL�iliL�iliL�iIIL_�IIiL_�iIIL_�IIIL_�IIIL_ IIi�.�1liL_�iliL_ILJ7IIIII I I VI I I n - NOTE: HOUSE FOOTPRINTS ARE SHOWN FOR M c SEE INSET 1 CONTEXT ONLYco. ACTUAL FOOTPRINTS ARE D SUBJECT TO CHANGE WITH SUBSEQUENT JOB NO. I SUBMITTALS. D SCAB F ram_ 49639 003 -- X--x---x---x - x x---x---x— -x x - -- ._,; -x-- x- - � SHEET NO. 0 30' 60' EY P L r C4.3 L NOTE: HOUSE FOOTPRINTS ARE SHOWN FOR CONTEXT ONLY. ACTUAL FOOTPRINTS ARE SUBJECT TO CHANGE WITH SUBSEQUENT 0000 SUBMITTALS. VDOT TCB-1 TEMPORARY BARRICADES • • • • STREAM BUFFER i / / 1 � ' I 4 r i t " � Y LOT 59 LOT 44 LOT 43 LOT 47 LOT 42 LOT 41 LOT 40 LOT 39 ZZLOT 55 v \� ``1-1 \ STREWN VATHOF L� WREMY L. FOX Lic. No. 60786 12/21/22 �w�j i � ~ an es U. Lu 7Z ® o XO CC (3) 8" GATE 8" CL52 VALVES WATERLINE N LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 �o`�a � LLw oa En v N z =U >N O H < oN > M � I � OJ J � F- I I Ln O Q Z � O I SCALE 1"=30' � x ( F- 0 30' 60' > w U O Q Z O ` in DATE 1212112022 O ` DRAWN BY 12" CLA A. MABEE DIP WATE DESIGNED BY •• J. FOX ♦�, `\ • CHECKED BY J. FOX • • SCALE 1"=30' M oZS M 4 � M \ z �(D N z J J kTE < } U m I-- O ¢ J J — 5 L O z JC) O HQ� U LOT 1 .J LOT 2 LOT 3 JOB NO. 49639.003 SHEET NO. -lk C4.4 J c L - I • I • 48" Manhole I •'• TOP=650.27 i •' / INV. IN 635.39 (W) a / INV. OUT 635.27(N) `°IX', m • PVCSAN— • / SANS Z • / I I • L • ••/ •/ • I I • • / /I I • •000-0 0000 / • • • x x—JI /� . • z I I4000 0000 0 0— I — — — — �— — — I / /' • • •'' • • • • • • STREAM BUFFER 00000 e 10*0 0000 LOT 55 LOT 54 \ ON STREAM BUFFER .; /♦ r / / I 1 I D lZ I I� I r 2 t`/ I 12" CLASS 5 DIP WATERLIN t I a m 903 m m m I� / / / / 00000 SCALE 1 "=30' 0 30' 60' �r IEREMY L. FOX ~y Lic. No. 60786 iziziizz S` 1-ONAL E1-6 ) yG N z 0 f AM w DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY 1. FOX CHECKED BY 1. FOX SCALE 1"=30' M 06 M M a �} Z N ° z (n - J Q ULu 0i J J o Z J i--i o a J JOB NO. 639.0 SHEET NO. C4.3 L LEGEND ® ACSA SANITARY SEWER EASEMENT ASCA UTILITY EASEMENT ® PUBLIC STORM EASEMENT ® PRIVATE STORM EASEMENT OMH • LOT 62 LOT 61 SIGHT DISTANCE EASEMENT I I I I LOT SIGHT � � DISTANCE EASEMENT 156 i j: I SIGHT DISTANCE I EASEMENT I I ®— I i LOT 60 LOT 46 LOT 59 � I I LOT LOT 5//20- PUBLIC LOT 57 STORM EASEMENT LOT 56 55 20- ACSA EASEMENT G WIDTH) A. 13 pUBU LOT 43i I I LOT LOT19i I I LOT ' SAN�— rn LOT 2 LOT 32 D 14' ACSA LOT 34 LOT 33 i EASEMENT LOT 36 LOT 35 112 LOT 41 I I LOT 40 PLOT39 LOT 38 LOT 37 LOT 8 LOT 7 LOT 10 LOT 9 LOT 12 LOT 11 LOT 14 LOT 13 LOT 16 �—H LOT 15 LOT 18 LOT W _ m 913 W 0 6a 1.1 m 1.1 r, I �IIII' I�I!II' LOT 6) 1 1 �- X, a X— _ X- X----------- Y,— - __ - -- __SV � L r m 0 7ALTR Op 7 L� 2 IEREMY L. FOX Lic. No. 60786 12/21/22 E 0cn a,0 N � > E E W UJ " t 3 a U. � O O! L M Q� Uco Z d N —v O D Ul d NN d Z i o: xix U o W w t n =U>� O_ m N > M � v OJ J vi ne 0 0 cD 0 0 x 0 W W U Q Z O in DATE 0 1212112022 O } DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY J. FOX • • SCALE 1 "=50' M (M M z �Q Q z J N � � V/ J Z < W Q uww [� 0 < < MJ o L,L, W >- KJ J0 OO ~ v J L.L 0 0 4 100, - JOB NO. -X 49639.003 SHEET NO. C4.6 a 0 g a D a0 o o no 2Z 20 o� c �w a c m m a0 O d o�Z od 2 a �v e§ d2 7 y p N X C 0.0 0,6 £ 2 12 c m c � o 0 m 06 a c N V 10 a 0 0 0 � U 2 C O n� t E L -wit/ n�lI �\ ��+ply\_- . R�1��1' `� `' 'i I • I � 12121122 ®a n■ L L � � I �sx. vn• � i XoNNVA- � 1 1 \ ,, �• \� �LV � ill'/ ��w� a>ai �� I`L I��I - • ♦ I� � 11 �� ® \ '� , � ��v�a,A/ / ��`��_ � -_ - \tea Irlr ♦ • r� _Owl I WARM �. \ _ � ate. �at.=- v a � �� "- 1� r, 1 • • / _ a� ��► �r _ pp �dcc vl� MAW DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX SCALE moil b � �� '�� a �'��_ `��ii�9► �Kv= �r■ _.. � �� : ■ � �+ � _ � �� ■ r iia �rrr,�■ate■ �s'�!! �� I �� I ■ _�®,.r 1+ ® '� "� .'r11`II�II �iEEp'�' aT.i_ __ �- - - _� ^. - - - s - -1/ ®■ ► a■� MMKU WmAT r4ray rya , 11��iwN�rva��r��_ �r.��c��—•..��I—��Ii�� jya��` `�' % ram. - 1 � --- - — '��--.� �.�,♦—�=-Zj� ram- � -�_.,.., _�� -c� -��. _� '�I 1 _ q�,,.. .; V• I"�� c.M LA SSA / / / // - / �/---------/J�/EME\\ / / / _ _ \. ------ - / Q FAN FHA— r 188 - -- _, �, ,Y — /� �` _ 121 0 g 6 — W— W— 22 \ \F , / // _ / , - - _ w Z 100 - AL 5.::: �C0�2 i BEND / � 130 W L 1`� �\ 52 I ' '/\r// / U w00 Q / 128 - 12. - 126 124 123 52 / / 161 I J 0 I — J _ o i / I / I 1 8` U 69 44 -700 NOSE: HOUSE`FOOTPRINTS ARE SHOWN FOR CONY T ONLY. ACTI _AL FOOTPRINTS ARE WITH 6UBSEQUENT, c— c JOB NO. SCALEI"=3 705_ _ _- - - - - - - _ _ / I // / + 49639.003 D-- -- - - _ _ ---_ _ - ---- ---- -- 1 j_ T-X--\ X--��—=-r+�( X—Ty---X�'--XT' ' _�X--_X yX —�Xy— \ \ 3O' 6O' SHEET NO. L \\ ` r!• _•••••••iy•�•\��\\ •\,t••••••••Ila0 /t(fi �_�'�__--\\_ _,_!,_\ I r \ \\\_/ ' i�' --�- ---- `\ ••I HEAVY DUTY ASPHALT •� •••••Sl• •• `\-•00 ••1\ __--------------/__� •�--- \\ \ •• is ••VALr H OF %i - - - � _ - - - �\ ii —/ — — — i • \ \ - - - - - ' - - \ \ \ \ \ \ ] LIGHT DUTY ASPHALT • • • • • • _ 650 _------- • -/\ �� -- ��—--I --•_•_•••_•_•_•��.•��a�sirr�ii��•��7�i��• • - '\\� CONCRETE SIDEWALK L.FOx > - - ----------------------- _ - ---\ \ �..60786 NOT\E:HOU EFOOTPRIPI�•SARE 499OWNFOR -------------------- _ — _— _ -_--- 650 - _ _ 1 \ •// /-/!/ / a r - - - -- - - =_ _ _ , -� -- __ __ GQNTF �y Y.-AeTVALf90 P&IfstT AR€ _— -_ —- \ = — _ — _ _ — -__ - / '^655 - - - - - - \\ \ i j! / / / / j// / / \ "�'0 12/ 211 22 � _ 655 _ _ _ _ _ �B3ECT Q CfjANGwy- �A SUBSEQUE r _ - _ _ _ - _- - S Cs - - - - - _ _ _ _ _ _ _ _ 2 V -` ` _ — \y///�,-- 655 650 .�-r- J r,�d, l uj E - , , J, . I \ \ 1 I I i¢ w U vi O w rn _ EY PLAN �(7/1 No+ rZ zp�� U ai riOf / 6 30x to 675 \ \ \ Of _��--��, --- /--�'�--�/ter-- / / \ '/ ' '' \ \` - \\ _-�/ 1 \ \ \ \ \ \\ \\\�1 I // i / \\ \ \ \ I s9 _ \\\ \ 11 % ' _' / / - - \ `\ \ I \ \ S6'O \ I I `\ \ \I�' / '/ / 1 \I \ \\ \\ \Lfi / \ / / M \ \ 1 � 11 /// � ! � / ! / S ALE 1"=30' � \ \ � � �'�y;^:•fir � - \ I / \ l I \ / w 1 / U O -- - - - -- / Ln DATE \\'- 1212112022 DRAWN BY ool A. MABEE 660 / DESIGNED BY // I II I !/ ! \\` \`�\ 1.FOX / 142 ' 1 CHECKED BY / ' — —//i- - - - - - - - \ ` - - ' \ 79 c°'i\ 1 I I 1 I I \ \ \ \ \ \ \ \ I / I \ 1 I \ 1� I 1 ' \ \ • 1. FOX y . I 1 \ I I 1 I ' \ 1 1 \ I / \ \ \ \ \ \ \ • • SCALE ya S I I I I I 1 1 I 1 \ \ \ \ \ t\\ \ \ \ \ \ \ \ 1"=30' / oo � \ ` \ \ \ _ - � \ \ � � � \ \ \ \ � � \ ° I I\ I I I I 1 11 1 \ \ I I I I I I 1 S1 c0 \\ t�0 ' \\ \ / / � - � / 1 / \ \ \ ' • \\ 1 // / / ' a .S / / ? 0 �/ ` \ \ \\ — \ \ \ � /! // � . i'. ` J •. ./ / 1 I I I I 11 \10 I I I I �, \I II 1' \\ 1✓/ // / � / \ \ / ' 1 / J M 14 I 705 J 67 w q;1— . LL] \\ I \ \ / ' I / // // /_ /' 38 J 1 ° , ! .1: 'j°. // / I I _ 1 , I ^6°'e\°11 -�/ c (J N /169 / / J I /. 41, 1?5 173 72 171 0 \ 1656> 133 _ _ O LL \ \\ VDOTTCB'1 I b _,n— b"J W- v� /._.._ I - 675 ° z Z \1 \ TSMPORARRY \ \, 176 81 / / _ _ J \ B RICADES - O ! \\ 6 ! i ./ : r':: , ' , /i ® / .. / /,':.':.' .. / •\ \ / I JOB NO. I _ — __ _ _— _ _s_9 - — _ _ _ _~ 0 _ _ _ 49639.003 / 114 i / � 151 �---- 157 —S � 115 � \ 1 \ I 154 _ _ _ I 1 J SHEET NO. / — - — - - C5.1 117 c L / \ \ LOT 46 o`O oN ` LOT 45 \ \ o \ CO o I h� I /p N 8+5" -+—=----I-- 1Ti C2 17+50 o I+I N I I I I I I QI� LOT 44 LOT 43 0 0 �I l of + I3.50 16+50 � 16+00 15+ t I I o +Tf �I `I 0IW M IC') o (.7 N zi �1 Ot t i LOT 42 LOT 41 I +� LOT 53 ` `�X; 14 LOT 50 S 7 RLAM LOT 52 \ LOT 51 \ *N ' -11+00 --1--� 10+50 S76'2 0"W 1 I\ ROAD A o --F-----I----_I--------1'_— 14+0 -+_—_—+ 0 15+50 15+00 4+50 0 0 59' PUBLIC R/W LOT 40 673.50' L� 15+00 S76°25'30"W 14+5 LOT 39 LOT 38 LOT 37 1 1 I LOT 36 ALLEY A -------- ------ 13+50 24' R/�N 13+00 o 732.50' ROAD D 0 -I----�----------+----+-----�- I.-I--------------f----+-----------I-----I--- 17 2.50 17+00 0 16+50 16+00 15+50 15+p0 S76°25'30"W 14+50 14+00 59' PUBLIC R/W 13+50 13+00 0 � S777771 0 L 3 LOT 18 I LOT 17 LOT 16 I LOT 15 LOT 14 I LOT 13 LOT 12 i I I Y I n I II 1 'O:C LOT 11 LOT 10 NOTE: HOUSE FOOTPRINTS ARE SHOWN FOR CONTEXT ONLY. ACTUAL FOOTPRINTS ARE SUBJECT TO CHANGE WITH SUBSEQUENT SUBMITTALS. —X —X —x X —x — x —X —x o LOT 35 12+00 11+50 11+00 10+50 10-00 LOT 9 LOT 8 LOT 7 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD Cl 500.000' 120.083' 60.33' 13045'38" N81007'52"W 119.79' C2 200.000' 54.327' 27.33' 15033'49" S84012'24"W 54.16' C3 500.000. 78.689' 39.43' 9001'02" S71054'59"W 78.61' C4 500.000' 78.689' 39.43' 9001'02" S71054'59"W 78.61' C5 200.000' 226.008' 126.79' 64044'47" S42033'26"W 214.17' C6 200.000' 255.194' 148.28' 73006'28" N68030'57"W 238.23' C7 200.000' 108.602' 55.68' 31006'43" S1058'52"W 107.27, 0 O I� Fm to SCALE 1"=30' 30' EY N Y pLTH OF JEREMY L. FOX u �y Lic. No. 60786 An i2/2V22 A M E 0 N U C > E vE w W 3 LL E 0 � L K IY L M ¢�00 z —m W IJ•I i C ON CD N N V U Iy W M 3: 0 J w a j (n= C N V to z C_ > O N > M � W J m � vi vi 0 O 2 L9 73 d F- H w w < U z O 0 0 DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE 1 "=30' M 06 M M \z �} z (v (D // �> ,Z `` r) LLT LL ^J i Q LL UmQ O Q 0 MJ o W z z < u 0 Q I� O O JOB NO. 49639.003 SHEET NO. C5.2 a is 0 3 a 30 o � a� �Z a2 o 2 EF E 0 U y aII O � m U Z Z m O 2 a 1- w o �0 B � a w c 2 y X m 0 0 w o 02 2 m0 E � a M 0 a m 2a 0 a 0 o � m o m 'g 2 M N h 0 C 0 5E _ E F_ L )IIII//�• / l / C�i /// / /\ I 1 10, // -..r / - \�. /--:-s^"_ - -\ l \/ /'/ \\ `\� -_� i� • (--' • /' /�.•7j J! '/'v / / /i/ ' "' Ill II b `-/-�' ' \I /=i j P•^iy • •1 • •i>yy - �. \ _/ \ \\ //\ / .\- - - /.I /( \ �/ '� _- •-- - - - -- \_�\ • 1 ' /1� %'� // I ' /// I /'y55 ��i' '^ I II _ - \\ • _ _ • •l l _ - 4 _ _ •- - - ' • •� -• -• J ! _ _ � , "\ \\ \_ \\ \ • y /' -� � .\ _�\' 650 � I I • � ii_i 108-Y�-FL��_ - _ _ / \ \ • / !/ii /// // J / C `// \� _ - _ -_ \ \` J�J-�-t i'• i�I i�-====�650� 1 \ \ '/ / / / / 655-- -vv ••�//Jl�'//// //,r/ ////- J�If/ 111 I II "_�660 \ \ s \ 11i/ /// I / � \�\ \\ \\\\ / , - //',_./ / �\ ✓ 5.-665- - \�`---� - " _ _ --___ _ 655 p (6'y. o E \ JI /!/ j l / I I ( I II / / /\1 1 !II \ \ I I \ \ \ \ _ / / _ _ _ / / ! / /%i/ _ ! _ \ / - 665 C'a-'- - - - o cD cT 4S \ , / I \ 1 1 I I I I I - _-\\ /_V 650 . o\cO \ 1y I1( %/ ` 1 I f/ 11 1fIIIii I II 1 { \ \ \ 1 \ \ - 1, / / / \ \ 670 \ / / �- 675 / II \ \\- \ \ \ \\ 1 I I\ \_� ♦/// i//� �/ ,�/�_� -\` \ J , �� -_\ _ \_�, _ \ \\ ` \ \� ) II II \ 1 \ ( 1 \ \ 1 `/ I III III \\ 1 . \ mil ^ /' ZZ � -' \\`\\\1< .-��- / _ _\___ _ _ y \ \ I 1 \- \\\ \ \\ 11 \ \ Ilcn \ \ / J / �- - \\ \ _ - - \ / 1 \ \ 1 l 1 \ 1 ,� \ \ ( \ 'IUH J U FAIM I ! 1 ,- \ ♦\\ \ </ / _ \ \\ r \\ 1 \ I \\ 1 \` 1 -\ \\ > > \\ \\ \\ \\\� \ / , �--- - B�`� 1\ 1 1 I\� Ill! \♦\\ / � I \ \ \ P\R PAR\/ES�L� I I I I \ T/ IT 1 \ / /�\ \ ♦ \ \I l fi\ b I / 59 /^I \ ♦_\ II\ IIII\\�\1\ \� l l �/// ! / / -J'' _/--/-�\�_J_'�_. 1\I/1 1//- I /'/„/LQ \ L\.! / \ ♦ \ 1 1 \ 11\ \ \ \ \ \ \ \\ / i/ J . / , / / _ _ J / _ , / _ \ \ � // I - � - . \ \ \ 1\ / _ 0 _ � _�\ \ G `�• \\ I % I /\ / / I \ \ \ I I 1 -� _ LAI, 'rh If OTC \ \ \ 1 \ III 1\ 1 \ /////// ///' / / /,- "�-'�',' -\_\ •\ \ --LOT \ 0.38 0.77 \ 61 \ I r/ / / 1Ar \ I\ \ If 111 I I 178loo \ /' �/ J //''__ L 53 \' / -co / \ .3 \ \♦ 1 / / D ---\_Z,' 660-\ _ ,'/ - ....♦ _ 142 _ `� 11 I 1 1 .� J/ /-U\ / I \ \\\� \\`-_ / / / //// / 6 / // / / / /-----'/-- _ _0.23 0.6 - _ - 0.3s 0.67 \• ` \\ \ \ \ �\ \\\\ I \ I I I1 I I , \ ` \___ -\ 140 / I 1 \ \\`/-\\ ./ \\ I , // / 0/ 1 / / '--- IC ' `l ` LOTS 'lli LLOT49\ I I I 1 1 \\ III in 1/r\ \\ \.J\\\ / \ ♦\ 1 ` 0.29 0.72 - \ \ \ \ \ \ \ / 136 STREAM t - \ �I / BUFFER co //-__'�I/ i I /J /1 // � / _ 1 \ \ �40iT50 J 1 /' � / 1 / 1 I JI I � 5 \\ \ - \ I f 1 \ I 0.5 0.65 \ \ /- I , r- i� / ♦ O 1 \ 1 138 I'O I I \ / r /r / / / / / 5 / / / / / / 1/ , ..''/ \ 1 / I �O / l ! ram'\ (I I I (I\\ 7R i �p' \ \ \ I / - \ \ 1 1 ` I \\------_ `/ /'/I )// / // 0 . / �. / •� - p � I / I / / / / I'/1 ,l \\ 11 , so / \ 11�1 - if LOT 45 to / _ J // /l / / / l I /> / \ \ L9T 51JJ -- -- - - -- / I J to 1 / N G! I \ \ ♦ I ( III I / L J1 I J \ \ \ \ \ + - t05 I I Y N I / / / I I r \ \ \ \ \ 1 I 1 \� I � 1 \ \ \ � ..., ..: r.':...•^ .. , ..."� .. . . : ... .:.. ... 0.38 0.68 ..:/. ..., 0.18 0.87 - - / / 675.- � 1 � - / I / / 0.27 0.71 181 1 \\ \ \f � I \ 176 \ `-- � I I I\ \ //- � \ `\ \ \ I J I I 1 I I 1 \1 I `\ 1 J l l/' / l ( � � I l � 1 ' / / J l /I /// '' ✓ ✓ I- +"0.060.]o J\ 'II ' `Z4 LOT 4� Of,3 4 'LOT 4 LQ1 /�f0 fJ ' I j QT 39/ / 8 / LOfi 37 / / /3fi LOT 35 LOZ3d LOT 33 LOT_ LOZ 32 cn I / - 1 Miff / _LOT 1b If \ I I ' l I I /. 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S. 250 ----/_-_-----_ ��s�s��s�sa�r �� o _��- ___ ri -_- \ -' __---_-' _ _ - - - - B'- SCALE � 5Cy Y NLTIJ OF O Li JF, FMY L. FOX Lic. No. 60786 12/21/22 A DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE 1 ,=50, M 06 M � M � Q w N Q V )LLJ -j Q U2: W fb O LL J O CZ G J I..L co 0 JOB NO. 9639.0 SHEET NO. C6.0 a 0 a m t6 0 m 0 3 a 3O X 20 �N 0o am 0 mw E 0 y a0 Oc � m Z zN O 2 a F '0 a m m 2 y N w m_ £16 E � a c 0 a m �a '0 a 0 m 2 m pCm ry N ° o 0 5E m t F E L 'vp"WH pp O P '_0 I� O M O` O rn rn M 2 .-. ' M cc cc °j n � cc a 0 V � J E R E M Y L. n�C> oo CDco m H co H �_ U) N Lic. No. 60786 cn OO r M pQ�caDtOa jOfZ- jnNN 00 7 M MM oLOU)u7N o146: DI-3A coo cjD m rnrnr; m _ A OSSIONAL G �wrn co ri co o 2121122 n_co roce) m�mMonte m(0 m Mo° �CO ��F STA 9.9�omm � Z Z p cDZ Z (DZ Z O ? (0 Z) TOP 701.65 p O p a a_ Qo �> 66ii.i�o��zzz ��t O�Z Z Z Z Z z CD z z z �t710 p��H o LO N O m O c n m 176: DI-3B 10 ft Throat Mo�onN F QmrnaoLo � �p�NM m STA12+99.08 oncDCD� c>+u°Co�H M+�aoF TOP691.32 cE Q c O Z Z 00 1 N (D O O u rah 0— — - O Q aCD ; ; p 0 Q CO; O INV OUT 684.27 (175) N c 700 �aJ�zz Z nu)0zZ Z n�Oz z 700 > E w a yE W ul O 3 0� �n w O m K W L M a J U °o z wH—Lr; O a y N N a ti W M OC cJ � .i w _ N z V > N o '^ U) in N w M a� W J m vi 0 x LD w w w = a a z 0 n DATE 1212112022 0 DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY • J. FOX SCALE • 1 "=50' '0 colui M 06 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 9+50 10+00 11+00 12+00 13+00 13+50 STR 100 - STR 148 STORM 1 PROFILE M HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' M VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 a z a 690 690 690 690 695 695 N � W a 50 J M 0 a J !Y UWa O m CC `0 0 5 O Q G PROFILE SCALE J u_ 0 ca aFINVOUT665.78(163)Z ♦ ) NJ VJ J O �1 U a l�/ 0 d co o Q M 0 0 m J O 0 U d 3 0 'v M M v� N m m F a 0 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+75 9+50 10+00 11+00 11+50 JOB NO. Storm 15 PROFILE STORM 13 PROFILE Storm 14 PROFILE 49639.003 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET NO. c VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 C7 0 � o M � ~ � ano n EXISTIN 705 M M GRADE 705 Qa_ O M Z Z � � J PROPOSE / 700 GRADE 700 / WATERLINE / ROBBING 695 � 695 / 147 � 145 38.61' OF 122.20' F 15" HDPE 15" HDRE (� 1.00% 690 � � 690 143 F _ HDpE � 15' OOo c7M � Q O �^cOD 685 c� (OD + cO m m � 685 zzp �� z z z 164: DI-3B 6 M M m� 166: DI-3B 8 ft � hroat t � .- ao STA 10+38.00 ~ u, � M M °n'� TOP 676.02 0� o Qoo,�� INV IN669.81(81) mCo,�,�� 685 M + m � � � INV OUT 669.7 165 M + � � 685 o�ozz0 O �oFzzz �o�Z ROP ED 680 680 EXISTIN 675 GRADE 675 WATER CROSSING 670 670 73-�80N)�F 1.6'924'OF 15" DPE 15" HDPE @ ,12% (p31.00% SS 665 CRO SING 665 0 (O VO (ND � Q�rnmuicD Nun•-n awn nMm 690 M+ ,o n n F �+ m H 690 o.-ozzp a0 NQa»> n��zzz °O�O> m�Fz 685 685 ROPOSED GRADE 680 680 675 675 167 77.62' F 15" HD E 0.50 0 670 670 �(j N C6�6 N � � N �6 (O W O O � O m � v, � 695 m +� � � � / 695 O � on � � z z EXISTIN GRADE' PROPOSE' GRADE 690 690 / WATERLINE / CROSSING 685 _ 685 � 175 38.60' OF 15" HDPE 680 113 �C @ 1 45% 680 � 1�5 �00 �yo 675 � 675 1 1 5 OF 120 ,HppE 670 69 15 214% 670 39 55 PE 1� 665 665 660 660 655 655 650 650 o � n, rorn ran oo con Nv mM �eirn mud Co m� gim ao .�ao ono m m m m m n n L 0 L M ca 2 M C N N L u N cm cm N o � cli 202: MH-1 � c*4 m LO a m LOi t (o STA10+39.22 ¢ N r° CD ce) }(nH OM0��F °o6 ood co cb w o(0m �(0Z TOP672.25 [INV cli 1, CDF DlcoZ 00 66�(o0 O,0Z Z 0 o 0�0 a a > INV IN 666.40 (203) a a» ��O 66 ¢ a > oF0 o Q o-» > 6R5 N � OUT 666.30 (2011 N (p F z z N v� H Z 6R5 MHO 695 Z f0 o 0 v o o o (o ((0 m 680 n ~ 680 �a O N O Z ROPOSE 675 GRADE 675 670 670 / 5 2 7 203 8. 3' OF 392 ' OF 665 201 202.92' F 15" DPE 18" DPE 665 33. 15" H 50% CUD 15" HDPE ` @ .5 % �- / 3' @ 0.60% / I J I I / 660 / 660 1 WATERLI E / ' SANITARY CROSSING I 1 CROSSING 655 655 J ISTING GRADE 650 650 M 00 LO a (gyp m CO (Vn (D rim M Cp Nrn M Cp �rn (D (p cd� N M �0 V M N �z "i 0 o m co co (o (o 9+50 10+00 11+STORM 3 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 7n5 180: DI-313 6 ft Throat STA 13+44.55 TOP 686.34 INV OUT 679.72 (179) 695 (STING GRADE 690 690 685 685 WATERLINE CROSSING 1' ROPOS 680 GRADE 680 179 38 58' OF 1� °PE 1 675 675 670 670 665 1 665 660 660 co 13+00 13+75 9+50 Storm 11 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 152: DI-313 6 ft Throat STA 15+22.95 TOP 692.29 INV IN 686.79 (153) INV IN 686.79 (155) INV OUT 686.69 (151) I o _ LO � M 0 (0 O1 M+N� ClLo 0)0 O Q0> U)oZ 705 / 700 700 m M 2 LO � w o 695 V ItN c� cO L LO Lo 0 695 C co m � r, (n0 ((0 0] M 0 0) coo O (0ZZ 0 M_+(o� H � F 0>>> z z 0 Z Z O ��Fz OF / 690 U Z Z 690 / 4 PROPOSE / 685 GRADE 685 153 151 .00' OF / 514 Ov 15" HDPE / NDP° 1.00% 680 15' 680 \ \ / 675 - 675 1 ISTING GRADE S1' OE 670 237 670 665 665 I� (0 O Lq 00 c0 °0 r- O 1- O cn O n 0) O Z 01 01 �- h (O (O (O u7 co � N � 7 � 0) � Ih co U) � � n r- n n n 00 0 0 co 0 0 (o (o co (o (o (o (o n m o � cn n L H co n T7 T7 N 7 m 00 cn co178: DI-3B 6 ft Throat o Z Z STA 10+38.00rm > TOP 695.72N z z z INV OUT 688.81 (177)¢ Inn 700 PROPOSE GRADE 695 695 WATERLINE CROSSING 690 1' 690 1.3' 685 685 SANITARY CROSSING 680 680 38.00' OF ISTING 15" HDPE GRADE @ 1.83% 675 675 670 670 �06 00 0 11+50 9+50 10+00 11+00 STORM 6 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 150: DI-3B 6 ft Throat STA 12+37.81 TOP 684.65 INV IN 679.11 (151) INV IN 679.11 (157) INV OUT 674.78 (149) 158: 13I-313 6 ft Throat STA 10+24.00 TOP 684.67 INV OUT 679.41 (157) 695 695 690 690 PROPOSED GRADE 685 685 680 680 157 4.00' OF 5" HDPE 1.25% 675 675 ISTING 670 GRADE 670 665 665 N N (0 m 124: DI-3B 10 ft Throat STA 16+75.64 TOP 681.58 INV IN 673.87 (125) INV IN 673.87 (161) INV OUT 673.77 (123) 700 M °0 co (0 � co 0 M O � C',to v� t ((0 '-+�� +'�1r O�coo o D Qa OQaZO ro�0Z OF co Z Z 700 695 "\ 695 ISTIN BADE 690 690 685 685 PROPOSE GRADE 680 680 675 675 1 161 ,99' OF 3 0PE 2 00° 15@' 710/0 2 670 670 � a w 00 ° � 0 °0 o 9+50 10+00 11+00 STORM 12 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 126: DI-313 8 ft Throat STA 19+01.22 TOP 687.47 INV IN 679.28 (127) INV IN 679.28 (159) INV OUT 679.18 (125) 160: DI-313 6 ft Throat STA 10+38.00 TOP 687.50 INV OUT 680.20 (159) 69.5 695 ISTING GRADE 690 690 -PROPOSED GRADE 4 685 685 WATERLINE CROSSING 1, 680 a 680 159 pE 38.00' 1@ 2041°k 675 675 670 670 665 665 O too 0 to o ^ m ui u, H �� o �� (o M �p M N N (o (o (o (j +4 00 0 H M+CD C O C]U(OZZ0 Op Lo F0>> > mF0> 710 •- U) Z '- U) 9_1 R 705 - 705 N-EXISTING GRADE 700 1 700 -PROPOSED 695 GRADE 695 690 690 155 F 127 36OE Hp 153q,°b 3 685 685 680 680 M (D N O (MO OI .M- �N �co DLO coo coo (oo 0 5 PROFILE SCALE Op IEREMY L. FOX Lic. No. 60786 12/21/22 ^� E 0 N O N N ¢ 0 > E w °1 E = Y Lu H w i 3 ¢ a yo 3 wU. 0m�. d W t M J U 00 W J -ui M (7 W N N v Zf='mr x � _j < U) _ N = U > H_ ¢ 0) c o, EN � M a� W J CL O cc N z 0 f w DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE 1 "=50' M 06 \ M M \ Q lq:} Z U) [V w � J LL S. Q UL� w Om C E G Q J w 00 z V7 J0 0 H� U a 0 O JOB NO. 9639.0 SHEET NO. C7.1 9+50 10+00 11+00 12+00 13+00 STORM 5 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 L 14+00 15+00 16+00 9+50 10+00 11+00 11+50 STORM 9 PROFILE HORIZ SCALE: V=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 11+50 STORM 10 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 11+50 Storm 13 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 50 EP'IT$ OF L O {� 0 � JEREMY L. FOX U Lic. No. 60786 0 0 5 ��O 12/21/22 �tf r PROFILE SCALE '�S CySr SIONAL N M N N L up L NLLOj 1�Q).- Cl) V .r v `� O O c- 14:`-' `-' n N W CO 0 O N M ap 7 O n n C7 W nI nN N°np ip ao ro oo n v of of m °D o0 130: MH-1 (O co rn m E ¢ I-_0) 0) too a D u7 M O u7 u7 (7 (M (O m 0 n F- m (0 .- ui u') to CO 01 (p O 0 C? (0 p M(}onco 7 C7rZ +`-'� (n0 H °?�W(O(O j M } M�� F STA 23+08.70 ��uiH N u p�CDZZO p.-(°_zO �(°�_z z_ E` mzZO O(�co CD z_z_Z) TOP 698.14 m0C'j) "i eNiHO»> NHO» va(L-- NFO»> ao¢a»> INVIN691.02(131) oQaO >E 700 �U) z �mFz z �U�zz Z �m�Zz Z �U) z INV OUT 690.92(129) ��? 700 w ° Lu H w i 3 ¢ a Z 3 WU. 0 ^y d W t M a� U00 Z wH-u O � > N N d vl C7 W a K CL i ¢ w u w ca cc �UQ� O � so EN > CC qu M o W J UJui K O c� p w w w _ ¢ Q p z 0 n DATE00 00 C CD CP 0 12/21/2022 } DRAWN BY A. MABEE Of' • DESIGNED BY • J. FOX • CHECKED BY J. FOX • • SCALE 1 "=50' r A 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+ STORM 4 PROFILE M HORIZ SCALE: 1 "=50' ,�7( VERT SCALE: 1 "=5 C6 0 M a ro \ Q Z_ U) a N w a > J `0 1i /1 LJ . N N Q a U w O Q v 0 J " a CO � v Z ' /1 N J VJ J o I --I U a z < 0. I..L d U o 0 Qm 0 o J O 0 U N 0 'v M M M v N N Y 0 m e JOB NO. A 49639.003 M SHEET NO. M C7.2 � O M � � � CO G PROPOSE / '� � � • � � GRADE m � � O m GRADE / 695 °' + a0 m � 695 p�(O Z� MHO » ��H z z / � � � �✓ F _ � 131 690 (n o 690 rnmM nN�n � �n � O M (..MO(O �mn m ¢n(O to o (no / � 15"HDPE s�.nmm pa(oZZ M�ri� +n F (?(+,�^ F p M+°°m H ,nn (flCO v M n \ 0.76% Qo_-- o�mz � p"a O o�mz � m�.,�� m OF ��zz a0¢a» CFO > iOFO» Mm�(O� � g1g3 o��z�mH? ? pQaz O 685 16'N�Poo 685 (° } O M H p p z O 127 680 � � WATERLINE: 5 69 OF 680 CROSSING WATERLINE CR SSING 675 2Z6 5 HD F 675 �' � - E o ,a'r, ui 18" @2 (O = o �� rni (Mv ((Oo 38.0030E Q � O =�m� ~ 24" HDPE 670 No � Z Z - - � " tO z O 119 0.77% 670 o�Oz z 1.2'� 659'OF 65.67'O HDPE 21" 111 HDPE 24" � 1.00% 5.24' OF \ V241.00% 4" HDPE \ � 109 36" HDPE �15 SANITARY � 0.75% 665 / 63.53' OF Oo� CROSSING 665 0.79% 27.75' O 24" HDPE 53.40' O @ 1.00° 105 6' HD 1 4.02' OF 0.75 0 SANITARY 660 103 ^HDPE CROSSING 660 69.4 0.75% 36" HDPE \ 01 66 0' OF � p.75% I/ 36' HDPE @ 0.75% 655 655 (DO (DO W n (O if1 °O (O M(O Mtn hro (D LL7 CpM 1� oJ0 °OM �N O)� O NO Mm V N �N OJn d)O01� M N� V O h0) (D 0) �n � � V (0� (V � (00) (O � (On OD � (ON ui � -It � (V � WIda- O � f� � a- � W � c'J � O W � h CJ � V �O I� � o0P �N � V � �7 c`') � �N � � W � (D � � � u) � (O � 01� O) � d) (7 � W W CO (0 (O (0 CO CO CO CO n n n W W W 01 O O W W Co W O W W W W O W CO (0 (0 (0 O O O O O O O O O O O O O O O O O O O O O CO STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 662.05 ES-1 for 36 inch Pipe 102 669.50 10.28' MH-1 104 668.37 6.82' MH-1 106 673.96 10.82' DI-3C 6 ft Throat 108 673.82 9.48' DI-3C 12 ft Throat 110 675.67 7.62' DI-3A 112 676.71 7.80' DI-3A 114 678.15 8.47' DI-3B 6 ft Throat 116 678.42 8.11' DI-3B 6 ft Throat 118 677.79 7.12' DI-3A 120 679.55 8.12' DI-3A STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 148 701.68 7.06' DI-3B 4 ft Throat 150 684.65 9.87' DI-3B 6 ft Throat 152 692.29 5.60' DI-3B 6 ft Throat 154 692.31 5.28' DI-3B 6 ft Throat 156 696.43 5.39' DI-3C 14 ft Throat 158 684.67 5.26' DI-3B 6 ft Throat 160 687.50 7.30' DI-3B 6 ft Throat 162 680.11 5.31' DI-1 164 676.82 7.04' DI-3B 6 ft Throat 166 676.02 6.31' DI-3B 8 ft Throat 168 678.38 2.88' DI-1 170 679.53 8.18' DI-3B 6 ft Throat 172 685.92 10.91' DI-3A 174 691.27 7.66' DI-3B 6 ft Throat 176 691.32 7.05' DI-3B 10 ft Throat 178 695.72 6.91' DI-3B 6 ft Throat 180 686.34 6.62' DI-3B 6 ft Throat 182 679.55 8.70' DI-3B 10 ft Throat 184 679.86 4.00' DI-1 188 693.17 7.68' DI-3B 6 ft Throat STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 36" 102 - 100 659.22 658.72 0.75% 66.70 LF 36" HDPE 103 36" 104 - 102 661.55 661.03 0.75°k 69.42 LF 36" HDPE 105 36" 106 - 104 663.14 662.36 0.75°k 104.02 LF 36" HDPE 107 36" 108 - 106 664.33 663.93 0.75°k 53.40 LF 36" HDPE 109 36" 110 - 108 668.05 667.55 0.79°k 63.53 LF 36" HDPE 111 36" 112 - 110 668.91 668.15 1.00% 76.37 LF 36" HDPE 113 36" 114 - 112 669.68 669.40 1.00% 27.75 LF 36" HDPE 115 24" 116 - 114 670.30 670.02 1.00% 28.00 LF 24" HDPE 117 24" 118 - 116 670.67 670.40 1.00% 26.59 LF 24" HDPE 119 24" 120 - 118 671.43 670.77 1.00% 65.67 LF 24" HDPE 121 24" 122 - 120 673.38 673.11 0.75°k 35.24 LF 24" HDPE 123 24" 124 - 122 673.77 673.48 0.77% 38.00 LF 24" HDPE 125 18" 126 - 124 679.18 673.87 2.35% 225.58 LF 18" HDPE 127 15" 128 - 126 685.00 679.28 2.65% 215.69 LF 15" HDPE 129 15" 130 - 128 690.92 685.10 3.03°k 191.83 LF 15" HDPE 131 15" 132 - 130 691.31 691.02 0.76% 38.25 LF 15" HDPE 133 24" 134 - 106 667.98 666.73 1.50°k 83.30 LF 24" HDPE 135 24" 136 - 134 669.87 669.33 1.01°k 53.63 LF 24" HDPE 137 24" 138 - 136 670.16 669.97 0.50°k 38.03 LF 24" HDPE 139 18" 140 - 138 673.65 670.26 2.00°k 169.59 LF 18" HDPE 141 15" 142 - 140 682.78 678.98 2.50°k 152.18 LF 15" HDPE 143 15" 144 - 142 692.05 688.12 3.00°k 130.98 LF 15" HDPE 145 15" 146 - 144 694.13 692.91 1.00% 122.20 LF 15" HDPE STORM PIPE TABLE 147 15" 148 - 146 694.62 694.23 1.00% 38.61 LF 15" HDPE 149 15" 150 - 114 674.78 670.02 2.00% 237.81 LF 15" HDPE 151 15" 152 - 150 686.69 679.11 2.66% 285.14 LF 15" HDPE 153 15" 154 - 152 687.03 686.79 1.00% 24.00 LF 15" HDPE 155 15" 156 - 152 691.05 686.79 3.34% 127.36 LF 15" HDPE 157 15" 158 - 150 679.41 679.11 1.25% 24.00 LF 15" HDPE 159 15" 160 - 126 680.20 679.28 2.41% 38.00 LF 15" HDPE 161 15" 162 - 124 674.80 673.87 2.71% 34.30 LF 15" HDPE 163 15" 164 - 112 669.78 669.40 1.00% 38.50 LF 15" HDPE 165 15" 166 - 134 669.71 669.33 1.00% 38.00 LF 15" HDPE 167 15" 168 - 172 675.50 675.11 0.50% 77.62 LF 15" HDPE 169 15" 170 - 138 671.34 670.55 2.00% 39.55 LF 15" HDPE 171 15" 172 - 170 675.01 672.43 2.14% 120.55 LF 15" HDPE 173 15" 174 - 172 683.61 678.56 5.00% 100.97 LF 15" HDPE 175 15" 176 - 174 684.27 683.71 1.45% 38.60 LF 15" HDPE 177 15" 178 - 142 688.81 688.12 1.83% 38.00 LF 15" HDPE 179 15" 180- 140 679.72 678.98 1.91% 38.58 LF 15" HDPE 181 15" 166 - 182 669.81 670.85 1.12% 92.42 LF 15" HDPE 183 18" 184 - 162 675.86 674.90 2.00% 47.99 LF 18" HDPE 187 15" 188 - 128 685.48 685.10 1.00% 38.13 LF 15" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 8.54' ES-1 for 15 inch Pipe 202 672.25 5.95' MH-1 204 673.18 5.66' DI-3A 206 673.16 5.35' DI-3B 6 ft Throat 208 673.01 4.73' DI-1 STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 201 15" 202 - 200 666.30 666.10 0.60% 33.51 LF 15" HDPE 203 15" 204 - 202 667.52 666.40 0.56% 202.92 LF 15" HDPE 205 15" 206 - 204 667.81 667.62 0.50% 38.03 LF 15" HDPE 207 18" 208 - 206 668.27 667.9139.86 LF 18" HDPE L O P al, JEREMYL.FOX ry Lic. No. 60786 1-6�p 12/21/22 N, rlN 18+56.15 675.01SrlONALG 664.38 (6-5) IN 664.38 (9-5) OUT 664.28 (5-4) 680 680 M O � u N V N C E 000 w °_ E W ¢ w O 3 K W L M ¢�� uco z wH—m O d y N N a tiW M OC �� .i w �Q 6 0 _ N z V a m o 5.�� U) in N w � M a� W J mH 0 x U' 0 w L w U z 0 in DATE 0 1212112022 } DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY • J. FOX SCALE • AS SHOWN 9+50 10+00 11+00 12+00 13+00 ST R1EX.1 - ST R 5 PROFILE 16+00 17+00 '$+°° 19+00 19+50 M HORIZ SCALE: 1"=50' 06 VERT SCALE: 1 "=5 0 � M .< T �z� 2 5 N J LLI LL ��O a N Una a0- 0 w i 0 50 Q PROFILE SCALE J u_ a 0U) J m H v Z L J w O J o �1 U a 1 U A Q M m J 0 U N J� U O v m m I M al N m Y V O co 32 O JOB NO. A 49639.003 M SHEET NO. C8.0 STA 17+6 .58 4 PROPOSED TOP 672.57 GRADE NV IN 662.83 ( -4) 675 i IN OUT 662.73 (-3) 675 7CROSSING 670 670 STA 17+17 72 3 TOP 664 STA 14+gg.6g 2 09 WATERLINE TOP 660.95 INV IN 658.49 (4 3) CROSSIN INV IN 65 .66 (3-2) I OUT 658.39 ( 2) � INV OUT 65 .56 (2-1) 07' 665 665 r � � J r 1 57 OF g6gDR-26 EXISTING 660 GRADE � � 1.67°(° 660 STA 10+00. 0 STA 12+ TOP 650.27 lNVlN6'3 47(1-EX.1) 1.29 TOP 6 INV IN 643.01 2-1) lNVlN635. (EX.2-EX.1J INV OUT642.91 (1- .1) 655 /NV OUT 63 .27 (EX.1-EX.3 � 655 / p3 �2 22 R 5�51°b /� $ 650 650 -IQ OF 5 26 645 SDR 645 \ 640 640 g9 � 23 5\ J 635 635 630 630 L VALTH pF o Lr� JEREMY L. FOX Lie. No. 60786 12/ 21/ 22 v� o�sslpNAL �O� M E O 0 0 U N � N C > E W E Y Lu F-wi 3 wU. O mom. D W s M J — IIl O M � C7 W : 0 �� x n �cC ¢ W 04 D� O U)i N Z �UQ� O STA 19+33.63 o N j TOP 697.16 8 va INV OUT 691.92 (8-7) o v 705 705 vi O x c� 0 O S F 0 w L w F U C1 ¢ Z O n DATE 1212112022 O DRAWN BY A. MABEE • DESIGNED BY N. • J. FOX • CHECKED BY J. FOX • • SCALE • AS SHOWNIx M M a M m o � Q z a 5 C7 LJJ N _ a � J LL wO 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 � STR 5- STR 8 PROFILE o U n a Lu HORIZ SCALE: 1"=50' `o VERT SCALE: 1"=5 PROFILE SCALE O Q %' LL (L ' O J J W o J o I --I U o a ao U A Q m J � O 0 U N r� O v m I m �I N h Y V O Q1 F U JOB NO. A 49639.003 SHEET NO. m C8.1 700 700 STA 15+90.31 7 TOP 689.08 INV IN 680.76 (8-7) P OPOSED 695 INV OUT 678.78 (7-6) GRADE 695 S A 12+46.99 6 � OP 680.13 DROP / INV IN 69.67 (7-6) MANHOLE � INV OUT 69.57 (6-5) EXISTING 690 690 OF 685 685 STA 10+00. 0 $� 5 TOP 675.0132 INV IN 664.3 (6-5) � INV IN 664.3 (9-5) 680 INV OUT 66 .28 (5-4) 680 / WATER CROSSING STORM / CROSSING 675 � 675 1 H� /r ao+ 76 0 2 pF 670 � �J o\e CIO 670 J a J a J a J a J a J a J a J a J a J a J a J a J a J a J a J a J a J a J a J a J a J J a a J J a a J J a a J J a a 665 _5 665 W � W u? W a? W c`? W S W W S W C'? W n! W W S W c'? W c`? W c"? W °? W n! W n! W . W 6? W W c`? W . W c"? W oc W� W W� W� 246•gg' �� HO)H(O HMH HNHCh HOOHM HGOH� Hd HO Hch HOB H� H H0 0 I— ir HCO H Hen � HM HO)H� HM a„SpR_06 g Ch g� (h V' �N I� N M CO o0 � (h O W � (h (o O � O Lc'� W O M m M V d' V � Ln � � 47 fD fD fD I- I � CY � � � � � /y N /y N /y /y N /y /y /y /y /y /y /y �/ /y � � L VALTH OF o Lr� JEREMY L. FOX Lie. No. 60786 12/ 21/ 22 v� o�sslONAL �O� n E O 0 0 U N � N C > E w ° E Y LU F-wi 3 wU. O mom. D W s M J — IIl O M � C7 W : 0 �� x !n �OC ¢ w 04 D� O U)i N Z �UQ� O 710 710 $ N > � M � OJ J viIle O x c� 0 0 F- 0 w w w _ ¢ ¢ 0 z O in DATE 1212112022 0 DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY J. FOX • • SCALE • AS SHOWN • M 1p ce ii M M �Q z (� a 5 C7 LJJ N � _ a � J LL wO < � ° Uua N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 0 50 w c PROFILE SCALE m �- STR 5 -STR 10 PROFILE O LL a LL HORIZ SCALE: 1"=50' J p J VERT SCALE: V=5 co w S J J � ° Qa ao U A 0 o Q m J � O 0 U N O v m I m �I N h Y V O Q1 F U JOB NO. A 49639.003 SHEET NO. C Q.2 vi / 705 � 705 STA 16+57.74 10 TOP 697.26 / / INV O 691.53 (10-9) 700 � 700 EXISTING GRADE 695 695 STA 10+00. 0 S A 12+48.11 � TOP 675.01 TOP 677.75 690 690 INV IN 664.3 (6-5) INV IN 70.72 (10-9) INV IN 664.3 (9-5) INV IN 67.53 (11-9) INV OUT 6 .28 (5-4) INV OUT 667.53 (9-5) � 685 685 DROP MANHOLE a9.OF 680 680 / 6 2 PROPOSED � •• S� Q�°�° WATER GRADE (� CROSSING 675 675 STORM 670 CROSSING / 670 1' MIN. a Q Q Q Q a a a 665 665 w� w� w w w w w w�`? w� wr w� w� � � g� o F— g"g� �i g+ g � g � g+ � g+ rn F— g� oo H gM m H g� v � g+ c'i r; �a�a � sso � � cn � cn � cn cn cn v7 v7 � cn � cn � cn � � � � sso L VALTH OF o Lr� JEREMY L. FOX Lie. No. 60786 12/ 21/ 22 v� o�sslONAL �O� n E O U 0 U N � N C > E W v E Y Lu F-wi 3 wU. O mom. D W s M ¢�J Voo Z J — IIl O M � C7 W : 0 �� x n �cC ¢ W 04 D O U)i N Z �UQ� O S N > � M � W J 9 STA 10+00.00 TOP 677.75 STA 12+37.07 STA 14+24.90 STA 15+95.68Y13 INV IN 670.72 (10-9) TOP 684.14 11 TOP 693.45 12 TOP 698.48 STA 17+27.44 INV IN 667.53 (11-9) INV IN 676.78 (12-11) INV IN 684.87 (13-12) INV IN 691.39 (14-13) TOP 700.92 14 0 705 INV OUT 667.53 (9-5) INV OUT 669.11 (11-9) INV OUT 680.09 (12-11) INV OUT 691.29 (13-12) INV OUT 695.92 (14-13) 705 O S F- O w w w = Q Q 0 z O in DATE 1212112022 0 } DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY J. FOX • • SCALE • AS SHOWNit M 06 M m ary 0 Q Z U) a (D W N 5 A LL u) w O N Q (, w a m o O Q i- o so J LL 0 a 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROFILE SCALE _^ � J STR 9 - STR 14 PROFILEco (L Lu HORIZ SCALE: 1"=50' J 0 o VERTSCALE:1"=5 F� o: a ao U z < 0 A 0 c) 0 o O U N r� y) O v m I m �I N h Y V O m F U JOB NO. A 49639.003 SHEET NO. m C8.3 700 700 PROPOSED G DE J / i 695 695 I A-13 F �7 026 S ORM 1 1 a SDR o� 690 CROSSING 3 690 DROP / MANHOLE 13.1�F EXISTING 1705 R o6 GRADE 685 685 / STORM / CROSSING DROP � 680 MANHOLE / 680 1 ri2 675 WATER 675 CROSS STORM � CROSS NG 670 / 670 11-9 7tyrn 237.07' O J J J JJ6658"SDR-26 a a a a a a a a a a a a 665 � Wn W�'? � W .W� WD W�W�? W'r? Wa? W'r? W WnWr WSW Wa? W? F- ao oo F- a�`> I� � F- � a H a� N F- aMaN I� F- O H M a� M a aNaN O H M a�a a� O F- aN � J t J t t J J t J N t N J t J M t M J t M J t st J t J V J t J 47 t In J t J In J t fD J t I� �a � �a3a 3a� 660 F- In F- F- (n (n F- In F- In �fn F- In H fA F- lA F- cn (n H fA F- (n F-(n fn H cn F- 660 L VALTH OF o Lr� JEREMY L. FOX Lie. No. 60786 12/ 21/ 22 v� o�sslONAL �O� M E O U 0 U N � N C > E w v E Y LU F-wi 3 wU. O mom. D W s M ¢�J Voo Z J — IIl O M � C7 W : 0 �� x !n �OC ¢ w 04 D� O U)i N Z �UQ� O S N > � M � OJ J � F- 675 675 vi O x c� 0 O F 0 w w w = Q Q z O V) DATE 0 12/21/2022 11 } DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY J. FOX • • SCALE • AS SHOWN CONTRACTOR TO VERIFY DEPTH OF EXISTING WATERLINE. M o6 M a 0 \LJ H 5 z Cf. Cn T h-i a LLI N � _ a � J d LL ci) w O 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 0 0 50 ( w a PROFILE SCALE �J OLD TRAIL DRIVE WATER LINE PROFILE O m HORIZ SCALE: 1"=50' Q a VERT SCALE: 1 "=5 0 J J W o J o z < I --I U o a ao U o Q o 0 m � O 0 U N O v M M I M �I N h Y V O Q1 F U JOB NO. A 49639.003 M SHEET NO. M C8.4 PR POSED GRADE 670 670 STORM CROSSING 665 r' J ` 665 � � 8" CLASS EXISTING 52 DIP RADE � WATERLINE 660 660 3.5' MIN. J 655 655 / 650 / 650 � 645 645 � 12" CLASS 52 DIP WATERLINE \ 640 640 w W ¢ \ / 635 _ � 635 � J U O OD N Oaj M �� mP o�m� ��w+ m u� in X Q 630 ��N� Nu~i I ��rn 630 L VALTH OF o Lr� JEREMY L. FOX Lie. No. 60786 12/ 21/ 22 v� o�sslONAL �O� n E O U 0 U N � N C > E w v E Y LU F-wi 3 wU. O mom. D W s M ¢�J Voo Z J — IIl O M � C7 W : 0 �� x !n �OC ¢ w 04 D� O U)i N Z =U >O_ 710 710 ~ c S N > � M � OJ J 0 x c� 0 0 F 0 w w w = Q z 0 in DATE 1212112022 0 DRAWN BY MIN A. MABEE • DESIGNED BY • J. FOX • CHECKED BY J. FOX • • SCALE • AS SHOWN CL M o6 M a M m o � Q a 5 � z U7 N w a J LJ / U— mo V/ w O 0 50 Q PROFILE SCALE U m a 0 Q J- J }o} 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 Z ui ROAD A WATERLINE PROFILE J o o I --I U a HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 <,�/ m U 0 A 0 0 o O U N O v m I m �I N h Y V O Q1 F U JOB NO. A 49639.003 SHEET NO. m C8.5 705 705 700 700 EXISTING GRADE / 695 695 � 3.5' 690 690 / aD 685 d `O 685 w � � STOR CROSSING 680 680 PROPOSED � 8'CLASS GRADE � 5 DIP 675 ATERLINE 675 0.24' STORM CROSSING 670 670 1.4' — / SANITARY 665 CROSSING 665 \ r SANITARY CR �SSING J \ I sso 1 I sso O J M J O W J W J W J (Op N n o jcowo jv � jo ri j� j.= 0 o v u� u� ' n o 0 o n w� n z+ w+w+w+ + w+ +w+ w+ w+ w Qrn + wo � Fv �Fv Fro F-oo � m a a- c�a°0ac�a a as a= c�a a- ac�a a c�a - °0a m` �a - �m� 655 �u~i aov~iaot�noodi �� v~i oo� bot~n 5o ciai 655 L 710 710 VALTH OFG JEREMY L. FOX Lie. No. 60786 12/ 21/ 22 v� o�sslONAL �O� n E O 0 0 U N � N C > E w ° E Y F w LU i 3 ¢ a yo 3 wU. O mom. D W s M ¢<w Voo Z J — i O M � O C7 W �i 0 ') X n �OC �¢ w o¢ c� i w N Z �UQm O S N > M o OJ J F vi O x C� F- 0 w w w = a a z O in DATE 1212112022 O } DRAWN BY A. MABEE • DESIGNED BY • J. FOX cc • CHECKED BY J. FOX • • SCALE • AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 0 ROAD B WATERLINE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 695 695 705 705 M C6 0 M a M o Q GRAnF z 5 N (D W a J_ / � LL V / w O o Q N o U m a- 0 0 50 w } PROFILE SCALE O Q w �o}J_ z wco J J o I --I U o a U 0 0 c) J 0 0 'v i m v� N h Y V O co � g+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 ROAD C WATERLINE PROFILE ROAD D WATERLINE PROFILE JOB NO. a HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 49639.003 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 SHEET NO. C8.6 vi 705 � 705 700 700 / / 695 695 GRADE } .5' IN. STO M � CROSSI G 690 � 690 GRAD ! 685 685 STORM CROSSING 8" CLASS / 52 DIP / 1' WATERLINE 680 680 / STORM / CROSSING 675 675 1.3' 670 670 S ORM C OSSING 665 665 oQ� �F� HOWo F- aoQCa7¢ ¢ a0¢ 660 bo v~i m u~i - v~i ao v~i 660 sso sso EXISTING 685 r 685 / 680 680 PROPOSED GRADE / / 675 675 3.5' / IN. i 1.2' 670 � SAN ITARV 670 CROSSING 665 665 o J ro 8" CLASS J r; uJ o � o SANITARY 52 DIP > � uJ F o F o CROSSING WATERLINE F N H � 660 -axo u~i ao ai I oo ai 660 / 700 700 / 695 ROPOSED 695 EXI TING GRADE / GRADE 690 690 \ 1.2' / / 685 }' 3.5' 685 � STORM MIN. CROSSING 680 680 STOR 8" CLAS CROSSING 52 DIP 1' WATERLINE 675 675 o> � o aMo w o Q ;° � STORM N j p� F o W� CROSSING � Q m -axo�ao � =~ ~~ 670 F w cn rn � 670 w cn L L 710 0)0 00 0 0)0 II II > Q W U) J U) W > n 710 LOW POINT STA = 12+8 1.57 LOW POINT STA = 14+ 8.70 LOW POINT ELEV = 67130 LOW POINT ELEV = 67 3.54 — PVI STA= 12+66.60 PVI STA= 14+69.3 705 PVI ELEV = 673.21 PVI ELEV = 678.00 705 A.D. = 2.12% D. = 1.76% \ K = 26.00 �K = 46.04 55' VC r \ 81' VC O(0 N I,.� / 700 +' (0 °i + (oo 0 m 700 u U aLL U u U n> rn> 0> m ; m W m W (HIGH PT STA 11+89.19 OW POINT STA = 13+26.12 695 _ EL _ 695 PVI STA = 1 +91.89 PVI STA = 13+45.29 (o�o PVI ELEV = 574.49 PVI ELEV = 673.53 b. A.D. _ -2. 8% A.D. = 3.20% K=12. 0 K=1Z.00 / 690 690 6' V 38' VC SON r-- coV It CM a) O c6 c,; 7 V II O II + M (o II Cl) O II II W 11 W II W II W / U m U 0 U m U 685 U > 685 m w m w 00 680 ++ (o 680 .- II / / � J Cj) W a1 / a 360 675 675 1.26% D.41% / 670 670 1 � 665 _ 665 660 660 1� 655 655 f\ M O R 4) (") r\ h Cn r\ V ^ 00 to O R N N I\ (o N f\ (o (y f\ M V' a) V' Co a0 (y r\ n o'j h (o ((j 1\ M � h ('M of f\ co N (0 (ri CO C,4 r< DO Co 2 In ('') 2 a) ([j a) W co O ((7 (") r (o O N w n to (a O o CMti o a) (o a) N o O (o (O lri Co O (o a) (o 1,.O c N n n (o O 0 (o � o V o) (o O m m o r-- (o (o (o n m (o C6 In (o ai (o cli r- r� r- M O m O O m 0 0 M 0 m m m m m m m m (o m (o m (o n n n n r r r 9+50 10+00 11+00 -001 III ` _ / _ • r / / /410i/ :: � ;. ItI�L ^' � Z V v I � / / 101 \ 1 7�101 12+00 I '" M r� ` 10l 0 10+50 13+00 14+00 15+00 16+00 ROAD A PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Ob`101\ Z �Ol $Z 197 L�7.Ol IV -L03- 5z igq 10� J ) 11 1+50 12+00 12 0 /1(3+00 13+50 14 17+00 18+00 / r / 7sE1C)l _ ££ 101l 1•Q i0 I � ' 9�Ofi fir, 9�/1Ir�'I/ / IjII �/£ 101 , ��(yl, 16$ �lQ,� / �141 �C�1// y4 Ldl a410} b -LQ ZOl- - J 101 o f C� - x +00 10+00 10+ 0 11+00 _�a5"-i—+ l L7 /Cl 13+00 t-� IC2 d 15 00� J�15 6i 00/ 1 L8 ��\ 17 TO O C? f / I \ / r \ \ \ \ ` �s Jjbh'\ 1 (' \� b w1 9_ oil � 19+00 20+00 20+50 r/ I / \ I \ I � I �f( 1 \ I 1 I I \ t \ \ I J \ `00 ' 1 - 7 SO ROAD A Number Length Radius Line/Chord Direction L6 68.202 S760 25' 30.06'W Cl 78.689 500.000 S710 54' 59.29'W L7 119.713 S670 24' 28.52'W C2 78.689 500.000 S71 ° 54' 59.29'W L8 471.191 S760 25' 30.06'W C3 54.327 200.000 S840 12' 24.50'W C4 120.083 500.000 N81 ° 07' 52.19"W 0 5 PROFILE SCALE SCALE 1 "=40' 0 40, 80' V,NW i 0 I%l 'EREMYL.FOX ry Lic. No. 60786 12/21/22 c. M O N U N C > E w o E W LL O 3 OwO m.a K W M Q J U U EO > N N v ti Z M 3: 0 X Jin Q a ? LL N V ° LD C � O N d M V W J m H Of n 0 M L9 73 F- W W_ 2 z O in 0 am O oc z 0 a U U m W 0 z 0 U) IIJ of DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN M 06 M M Q z N w //�� `� ) W J IL O UL� W r1 O J Q o J 0 Q I} 0 z LJ_ O I� I� J JOB NO. 9639.0 SHEET NO. C9.0 c 5 a i r is O m 3 a 90 20: a'0 G z 0o a2 6 mw E � h a11 O= 0: m O Z m O 22 O 0 o '3 a Y � N y o �2 �N N O E o 06 d a = 2c 10 a 0 2 _ N O M 2 2 MN N 0 = 0 a8 o 0 L 1FAM rf U LC W POINT STA 10+37.09 HIGH PT STA = 15+2 .57 LOW POINT ELEV = 677.62 HIGH F OINT ELEV = 697.57 ro m PVI STA = 11 37.09 PV STA = 14+21.5 7 000 No 710 PVI ELEV = 6 0.55 P I ELEV = 695.60 11 n 710 A.D. = 2.3 Dk D. = -3.32% II > w K = 84.8 K = 60.32 w 200' VC 200'VC oao ((om�? a{ ajs Cl) I-- M m CM Im 705 m 705 ,I w IIw nU LO ,Iw / in ; W ; m 700 700 / / 695 / 695 i / 690 690 aloe OUf �/ l 685 Om / \�L `\ / 685 u W ¢> F W y W / a > / 680 a 680 2 g30/0 / / 675 675 670 670 (O o Ln N rn LO (O N N N M M N (O r\ of V Oj V I\ N N OO N 'ITN (O (D �O (D asM O, (�0 Q) 0, 70) U1 O (D O O) 0) Kca 1\ O) of 0, O1 O a) �D 01 W OM O 7 O n NM 1\ O U1 O � O� (a L � 00O 00O 1-- CDCDO 00 u) O O O O 7 O �� co It- I- 00 00 00 00 00 V7 00M W W O O O O O O O O O O O O O O n r` r` 9+50 10+00 11+00 12+00 13+00 14+00 15+00 ROAD BPROFILE r LOT L1 - e 1yk -`f-' r r -- -- --Xoo - \\ LO''48 / I � T 0 , r ` \ I I \ J r / / / I / ( J J LOT 45 / I - / , 1 \ 1 / / c ` I \ ROAID A 17+ / 17+00�H / 1E 16+00 17+00 18+00 18+50 ROAD B Number Length Radius Line/Chord Direction L9 137.087 N310 57' 42.87"W C5 255.194 200.000 N680 30' 56.74'W L10 29.288 S740 55' 49.39"W C6 226.008 200.000 S42° 33' 25.77W L11 131.065 1 S100 11' 02.14"W HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 \\ j1 II 1 r. — ,\ \ \ t \ „ \ I I \\ I �\ \\ ` i\Ol"p ! / / I \11111d,�1//r\\`/'f' l \ I �11ti1i� 1\\\( I l 1 I I r� r ` LOT III ~ll I \ I\ _ \ I \4QT50� \ l.•�'/ y / I / /I I 1 1 \ -- h0 f �\ / , /- / /1l / //, // � '•\ ``� ./ // i llJr/'///J IJI I I`\l\ j / U�p � / I - -" \ I I 11J,�1! , to T 4P Lqt 41 / / 'L/ t 114� f�—F---H--N---�- / 11+00 1 +50 10+00' 6+0 - - -16+50 H 15 00 %+ 4+b0 1140 13is + 0 -�-✓ 13+90 / t /. / 111 1 �01 39! L4-0 LOT 3f / LOT 36 -L-OT 35 LOj 34 LOT 33 LQT.3'1 t(\I 1 r , � J / X,'.. 0 5 PROFILE SCALE SCALE 1 "=50' 0 50' 100, Gf IEREMY L. FOX Lie. No. 60786 12/21/22 M E O O N � N ¢ O >E W E Y H „U i 3 ¢ LL a 3 wLL O mom. ALL, sM ¢LL_j U00 W J— Lri M � z W v .fl--�, X 9 It � oa "=v (r, _ N = U > a LA N � M W J � H N z 0 w a DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN M C6 M Q �} Z N � w U) L.I �e E U2:M w O Q 0 J 0 Q O H� O 0 O JOB NO. 9639.0 SHEET NO. C9.1 t? L I.1lIQ I.1WQ HIGH PT S TA = 12+13.12 LOW POINT STA = 13+ 2.47 HIGH POINT ELEV = 675.3 LOW P DINT ELEV = 676.73 PVI STA = 11+56.42 PVI STA = 13+20.8 _ 695 PVI ELEV = 674.50 PV I ELEV = 676.8 = 0.65% 695 A.D. = -4.13%A.D. K 4 27.43 K = 26.00 VC 113' C. r a V n N O / 03 M^ `- CN Nn / C07 0 690 (0 690 II II cr)N00 II II II W II W II r. W II W LO UU Uj U) Um U)/ II 0m 0w Uw / ¢> coW 00 W / F U W / _ 685 685 / / / 680 680 2.08% 143% 00 r- / 675 675 O (0 (O o 11 / n > Qw Cj)w 670 > > "� 670 I� 665 665 / / 660 660 � / I V 655 655 650 650 o ro h h H h co (n (D 0 W r- (D O I\ M tl' N I\ O (!) tot\ V (n V I\ (0 (per N I\ �� I\ of O t\ 0, f\ W O 0) 00 I,. �t O V (0 O CD N CD (p CD O CO L6 (O a0 (D 'i O O O O (0 O r (0 1-- V7 V7 00 O W O 00 O 0) O 9+50 10+00 _ ram.`\ 11+00 12+00 13+00 14+00 ROAD C PROFILE / 1 I 1 / 1 r \ HORIZ SCALE: 1"=50' VERT SCALE: V=5 15+00 16+00 16+50 ROAD C Number Length Radius Line/Chord Direction L12 39.243 S170 32' 13.45"W C7 108.602 200.000 S1 0 58' 51.76"W L13 372.536 S130 34' 29.94"E C77-- / tot Hi \' ` ~ I I ` \ I- , I \ \H \ \ \ 1 < .. J 11+999�000��/ 12+00 2+/ 50 13+00 0 13+ 0 14+0 _ 14+_ 0 15 05+ - --I 4F - oL13 -I-- -- O ROAD i\ I I I I II I, 1 \ Q \ \ i j i J 1; I I 1 1 l S Jill \ 1 C', I 1'I, Q�+ 1 OI / ++ 1 O\ \ \ I I\ 1\ \ J \ ' I r, \\ \ I C I I\ Q ' /♦ l ! I / 1 l 1. / I r \100 ,• to ' \ ' \ / I+III I \ I Alf, 0 1 0 5 PROFILE SCALE s8 aeN SCALE 1"=50' 0 50' 100' tit" , n OA Gf IEREMY L. FOX Lie. No. 60786 12/21/22 'Aj E O 0 rn U N � N ¢ 0 > E w ° E LU H w i 3 ¢ a yo 3 wU. O mom. W s M ¢<w Voo w J —ui M W N N V x � -j ,) = N = U > M c O '^ 0) N � M W J CL O cc f f H w H DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN M �} Z N w W LL � < 0 U�Q� w a_ OQo m J o Q NO�/ LL J O I..L 0 O JOB NO. 9639.( SHEET NO. C9.2 LOW POINT STA = 16+59.82 LOW POINT ELEV = 696.55 705 PVI STA= 16+73.50 'o0 N 0) PVI ELEV = 696.89 M 0) A.D. = 1.05% II K = 26.00 ° > W 705 °NO LO °.7 00 cl (00 `9 � a a O n u II w/ II w 700 U 700 m / >w m w 58°�° 695 695 \ / 690 690 / 60 m +0 u u> 685 v~i LLI \ 685 a a \ \ /— 680 680 675 675 04 (O '\ O M h O O CO CO Q W °Np W 00 °J (Q z N � � ()) � 00 I� O �� N V O �N V �N �[) W toM W O(0 O toN O) �N �� f� (A O) �N O) to O(T) 6 0 (O 0) CO 0) 0 (A (0 0 (O CO (O CO 0 (O co (O co (O c0 0 co o 0 (O O (O O r` 9+50 10+00 11+00 12+00 13+00 14+00 15+00 ROAD D PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 16+00 17+00 _ - - - - L/107- ,81CS1 CrY4l' ' 01 101 t l'101 _ ' L �QY £1 1-0� l 10� 1S Nlfd7 \ gI f0.l \ - Cl IOl 1 81, 1/0� ✓ ^ / \N LL7 1\ \ � \ i / ' \ / // _ / / \ '. ' it ;. _ ..: .':.• ..- / -`../ I _ 10 0 10_+50 11+ 1 +50 12+00 / 12+50 13+00 +50 _ 14+00 14+50 15+ 0 +50 16+00 16+50 Q o +00 + / _ p -t-� --F— t-�---F---�-�-I-- �- -I-- -�- I--t —1-- -t-+�--- -t- 11!I\o \ RQAD D N `i. ^ '✓:. r. �',.,./:. .i yi•. iy •,'` ' \.. /i.'i'.1/-. 'i.: n. /•r`/./. /'.�•./.- 1 —' �1I11 ` / \VJ \\\11\ 1\�1\I11 _ ✓ \ I // ___, ` � 1U 6�101/ 0£101� Z3Dl $Z'1Q� L�7j01 •Q'LlOI- SZlOY 10�1 €ZlOI/ ZZ101 lLx0-l/ Q�kdl, 6170� I I/ 1 000 1/ 1 /co / \ , / / / / ` // \ 10 0 - -1 0 {-11 ., 0-�- 1{50 -�- 1 0 { ��r3��-—�-- 1 {-1 •+-� 16{00 •�- 1Ln V-k LEYA — — _ _ \\ / / / /�, / { 4 l b �l a410 1,- 1 (+r 7sE 1CS� EE 1011 V2 i0 5�Ofi 99� kql/ �E 10� / �� Y�/ 6E �Q� 1 1 I / y L �C i _j \ 1\/ /. _ \/� ��II % .-.;"..04 �� 0� 13'+50 14+ 0 � 14+� / 15.00 /15+56 6t0 �.�16`~50.,. .,..... .,., - ••.,.q:.. ...;.:. 1 \ \I ill1 1 ` r % / \ 17+,60 Y7+50 18+ 0 n�� 0)) \ 18+00 18+50 ROAD D Number Length Radius Line/Chord Direction L15 732.500 1 1 S76° 25' 30.06"W 0 5 PROFILE SCALE SCALE 1 "=50' 0 50' 100, tit" , n OA Gf V 6��j. IEREMY L. FOX Lie. No. 60786 12/ 21/ 22 M E O 0 U N � N C > E w v E LU H w i 3 wLL O mom. < W s M �JU°D J — uj M Mtn" N V ti f B x oa "=v U) i N = U > M H ¢ c '^ 0 rq N `1 M (0 J vi 0 x c� 0 0 0 w w_ x U ¢ Z 0 0 0 r w H Q DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN IL Nt Z O f H •1 Of M �a �} Z N (D LU V / _j J Of Uw Om J a LL O W J 0 O JOB NO. v 6 w LL 0 O SHEET NO. C9.3 L 7nr, LOW POINT STA = 16+18.87 LOW POINT ELEV = 693.53 PVI STA = 16+36.38 PVI ELEV = 694.00 A.D. = 1.35% K = 26.00 5' V roU� 0� roc) c) �� + (0 + II II nU uU to u Um UW u > ¢ J m W U) w as 7nri / / 700 700 695 / Apo�o 695 1 690 690 r om 685 0 to 6ga % 685 Ou / 11 > Qw U)w >a 0 680 680 675 675 670 670 CY) O to (o o ap of r- o rn N 00 Cn M v o cp M M of c) o LO I\ r r\ I\ N a0 INOp M W n W� W W W t W O T7 (0) U1 (O O) uY r ri r 00 (O V M of (0 N m (0 (o r� (0 r� (0 r m r m r- (o c0 (o 00 (0 0) (0 O r� Cs r� 9+50 10+00 11+00 12+00 13+00 14+00 ALLEY A PROFILE / \\ _ \ J 1 a 8 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 _ r / L�J 07— 1C31 6�Q1' ' Ol 101 k ls0.l- l iQY �t`J 10� J __9 KUAU U / 12+50 / 13+00 +50 14+00 -—F-�-I— - —F- -I L15 - —F-- \ r 15+00 16+00 17+00 17+50 14+50 15+ 0 +50 16+00 16+50 cr, o +00 + ` ' l�lfl� / OE 101 Z �Ol $Z'191 L�7 �.Ol 9'L 101- 9Z lOY J10� £Z 101/ /ZZ 107 l'L Y0/ i / Q�1CSl , 6,l'101 �12 _ 10+50 11 0 1+50 12+00 0 /-13+50 14 0 14+50 15+00 1 0 16+00 16+ +T+ 1 1 \- r \ \ I ALLEY A I I + \\ i r 7s£7�l ££ 1011 J p£ 10 y 9�Ofi 9 �'I / �/£ 101 8}�l, J68 jL(J/I II �vi-4y 1-/ !� - � // !/ / / 1 13+00 1 +50 —14 0 1C2 - - ww. _ 1 l mil\ \ DO/ D 1 50 1 - - - i50 - -+ 0 I 8+5 Cl) \ \ _ 7+ 0- � - 3 } o J < . ... fv L U ^ \ I \ x� � If 9Y101 ALLEY A Number Length Radius Line/Chord Direction L14 673.500 S76° 25' 30.06"W 0 5 PROFILE SCALE SCALE 1"=50' 0 50, 100, VALTH OF Gf IEREMY L. FOX a No.60786 12/21/22 N z 0 AM w a DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN M C6 M Q z N � w LLi LL W f•1 O Q 0 LL J o a0 H O 0 O JOB NO. 9639.0 SHEET NO. C9.4 E9 L tit"', n OA Gf IEREMY L. FOX 71n 71n 7 LOW POINTS A = 11+17.92 M LOW POINT E EV = 695.56 °i m o m PVI STA = 1+46.73 CM II a 705 O coJ °'+ In PVI ELEV 694.63 — — — Q W 705 II A.D. = 4.48% — rn w a W -(-5-'40.94 a a U)w 184'VC - to Cl) W) O ' a a (6 06 Ir 700 °) M °'CID 700 � II II U II II U rA> �> m -1.54% w 695 695 • 690 690 685 685 o N ro h R Co (O N (d N M h (O (O 7 c0 In C � O N � N 'ITN M (o C O O O O O CD 0 9+50 10+00 11+00 12+00 ALLEY B PROFILE HORIZ SCALE: 1"=50' VERT SCALE: VI 13+00 13+50 ALLEY B Number Length Radius Line/Chord Direction L16 299.389 N13° 34' 29.94"W PROFILE SCALE Lie. No. 60786 12/ 21/ 22 M E O O U N � N C Q O > E w ° E Y I— U y 3 Q a yo 3 wU. O mom. W s M Q<w U00 W J —� > N ((D N v X � -i = N N = U Lq Q . a00) o NI � M a � OJ J O W � H w F- Q DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN NAp 83 //P /--I� I/11�\ / / -/ !\ I /I \ 1 \ _� - J/^ ' -_ �- l \ )/ I / I 1 1 ♦II Ir/ -�� 1 \ SCALE 1"=50' l\1V It 111 RM // / \ ` I 1\1 \ I%\ I,.� \\\`\fII 0 50' 100, ;r / III //ll// > // ' I { I1/IJI�i/rl/1�IrJI I /1 ,IIIII \ / i �\ ` \ / \• -- / l \ I \ I \ I // I' ` �-- �--� \1�11\\\\\ \IIIII \ IIII I \\I 1 7L ,\ �,�J \ 1 I I \�^�\ ) ) I I \ I W + T / �x \ I 1 1 I \ 1 I II//\) III ,/v / '64�1�x� 1 I I I � II I IIIIII��III11 I\ I I � -' ❑ l� OI r - � xr r � I \ 11� \I� \\\ I I I \ I I1111{ Illl M I / IIII I I 1\ /� `� �� I - , •,,. \ �� I �1 I /// I II \/ //-IIII I/fl� Q I I III III I \ r- 10 01+ + +... + 12+ !'• �6xR,: \ 1 \ I r I /// _ / I I �/ i 1 I I I I I I z II \ \ O --+•- N-- —IH- -- - ! - - \• S / I / R. 2+5 I+5 1 11+ + .. 00 ( I \ I of I II 1 ALLEY B 4 + 7 / \` \\ I /\<r(I\ N 2 W I I I III III I 1 / I � \ . ;t (D� �!( \ � \ I o> / \ / /// / 1 I IIII 1 • I ` / \ �'::' 1+ \/ > J II I 1111jI 1 , \ `\ / o' \ o - \ i•,. O \ 1 / ,\ I lilt — III I1 I ,\ /, I \ I ! - - ` _ \ I I �. _ \ O \ ` T \ \ .:. I / ::1... Y '�.:.:.: ` ) / / 1 I I / 1 , / / /II -j LL II� III11 f I l \ \ \ •/ I ��'-�.y. ..II of+f \ I rol \ 1 /l \ I `� I I!I// //'� / / / / ///r/IIII C0 It T /� / O I I 1� , //i! O Q 0 IL Q � � � I I11 \ I � I 1 I I 1 I / / / {.: `\\ \b \ \ , �.\ / � / !^' ) ' � � �•`. � "�"�� \ / // III U If + \ \ ` AAA \ / i �T / / /�p / I • ..�.\( �( IJ� OU / I I111 1 I I I 1 I I 1 I I I! I t + T !I 1^ ' r I / ' 1'� 4•,;.. \\_��il )III)I,I Q \ \ I I IOD Q�1 1 1 I I \I \\ 1 , 1 1 I , I,-�\ \ 1 \ f: \' ,•' � \� �\ \ .�,�' ��I ti A H L JOB No. r•• • SHEET NO. C9.5 710 710 vp"WH 0 O P �c� 0O JEREMYL.EOX ry Lic. No. 60786 12/21/22 N, �S`rlONAL �G� M O N U N C E w a E W Q w O 3 K W L M Q� uco Z wH—m O d U) N N a U W M OC cJ �' i na w �Q 6 0 _ = N z V a LD o '^ U) in N w � M d � WCZ, w m � vi 0 0 m L�oel w 2 Q a z 0 D; DATE > 1212112022 0 DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY • J. FOX SCALE • AS SHOWN 5 0 0 50 PROFILE SCALE M 06 N a 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 � 0 ROAD A SIGHT DISTANCE PROFILE nM cn a HORIZ SCALE: 1"=20' 1 w a VERT SCALE: 1 "=2 Q J z o N N � � N > I - a J Lu " U o a Uwz a m O Q la - a LL ! ^ LLIJ 0 v! o m LU Ll J0 U�0 o r� I In 7+ 2. 10+Ip0 OLD TRAIL DRIVE 17+00 17+50 Q —_�5+po t1+50 390' SDL c. 390' 16+00 �_-- —I-- 1 + LL - - - - - 5+50 o 1 + O � N O co E9 p yN O ` / / ' QI ~ III{ I �� JOB N0. / Q CALE 1"=30' 49639.003 SHEET NO. lx�I 0 30' 60' C9.6 > O 0 0 O I O O � H EIGHT OF O JECT = 3.5' 705 705 700 / 700 / / 695 695 690 690 685 685 / r / 680 HEIGHT OF 680 EYE=3.5' / 675 / 675 PROPO PROPOSED 670 GRADE 670 665 �P ' 665 GRAD NG 660 HEIGHT OF 660 OBJECT = 3.5' / J / J 655 655 f i 650 650 645 645 5 a a i L 715 715 1. 2 m 0 HEIGHT OF HEIGHT OF HEIGHT OF OBJECT = 3.5' OBJECT = 3.5' EYE = 3.5' _ 280' GHT SIG 675 675 / 670 PROPOSED 670 1 / GRADE 665 665 EY ISTING \� I - GRADE 660 \i I 660 I i I� 655 I I 655 650 650 9+50 10+00 11+00 12+00 13+00 14+00 ROAD C NORTH SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=20' VERT SCALE- 1 "=2 15+00 15+50 / 705 O 705 700 700 Z$o/ 695 O�c' 695 5x / HEIGHT OF OBJECT = 3.5'� 690 690 ROPOSED RADE 685 685 680 680 9+50 10+00 11+00 12+00 13+00 ROAD B WEST SIGHT DISTANCE PROFILE 14+00 710 710 705 705 N 700 700 / 695 695 OBJECT 3.5' r /j 690 690 `o 685 01s�/ _ 685 HEIGHT OF EYE=35' / 680 HEIGHT OF / 680 _ ^ / S GHT DISTANC LEFT-28Y. — / PROPOSED GRADE 675 675 / 670 670 / EXI TING 665 Gm AM� 665 660 660 I / I 655 ` I 655 650 1 1 650 9+50 10+00 11+00 12+00 13+00 14+00 ROAD B EAST SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=20' VERT SCALE: 1 "=2 I 14+ y. 14+50 � ROAD A +00 �- _ �15 �_�----------- �4+0��- SDR 1�5t�� 1F� 0+0p -- S R 1� 280 1a+oo �} �2 280' SDL 0 13+00 1 ME 15+00 16+00 16+5C I.: 0 1 0 50 PROFILE SCALE SCALE 1"=40' 0 40' 80, fit"' n Op �Grn IHREMY L. FOX Lic. No. 60786 12/21/22 ^� E O N O N C ¢ > E lu H w i 3 ¢ LL a 3 U. w o d W L M a� VOD W J —uj M C7 W N N v = X 9A V ! _ N = U > F¢ . - c 0^ O) N � M W J (f) z 0 w Q 0 DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN M 06 M U) M w LL Q J z O LU �w U U2: m OQ< J " cl) o — J o 2 I —I u 0 O JOB NO. 9639.0 SHEET NO. C9.7 t� L rx:wy HEI HT OF EYE: = 3.5' 680 HEIGHT OF 680 — . _ . SI HT DISTANCE LEFT - 280' _ SIFT IS�NCE�G HEI OBJ HT OF ECT = 3.5' =88 1 675 675 670 670 665 / 665 \ l / EXISTING GRADE J 660 660 I � 1� 655 655 15+00 9+50 10+00 11+00 12+00 13+00 14+00 ROAD C SOUTH SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=20' VERT SCALE: 1"=2 15+00 15+50 Yifll HEIGHT OF OBJECT 3.5' /STA 705 — HEIGHT OF 705 FF EYE = 3.5' 131' \ \ EXISTING GRADE 700 � 700 \ S/ \� 695 HT 695 c\ ti \80 � 690 \ 690 \ PROPOSED GRADE HEI HT OF 685 — 685 680 680 675 675 9+50 10+00 11+00 12+00 13+00 14+00 ALLEY B NORTH SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=20' VERT SCALE: 1"=2 3- LI J t 2 0 50 PROFILE SCALE SCALE 1"=40' 0 40' 80' 0 Gf IEREMY L. FOX Lic. No. 60786 12/21/22 Aj N z 0 w H Q DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN M C6 M u7 M w a J z IL O / ^ (�Ld w U uwz m OQ J " c/) o — z J o = c) J O JOB NO. 9639.0 SHEET NO. C9.8 0 3 c a 0 a0 2 (D �Z n0 o 2 c E`o a d c � m a0 0 O � O Z Z � O m 2 n p 2 '§ a OW 7 y X a 0.0 - 0 2 2 w c o c E `o c 0 @ o � a c 10 'a 0 o � � o w c 2 @ n� � d c E F= 0 �I 0 L LI J t 2 I— — Y/ILo 700 HEIGH r OF 700 OBJECT = 3.5' 695 695 �� 690 690 HEIGHT OF / EYE = 3.5' / 685 PROPOSED 685 / G RADE / o HEIGHT OF . OBJECT = 3.5' / 680 �� 680 S\ 675 / 675 / 670 670 / 665 1 665 660 660 1 9+50 10+00 11+00 12+00 13+00 ALLEY A EAST SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=20' VERT SCALE: 1"=2 14+00 14+50 ROAD C — 50, N M F- O J IrloV rhT.1 700 F HEIGHT OFj00 OBJECT = 3.5 HEIGHT OF g 695 EYE = 3.5' �/ r 695 / / 690 / 690 PROPOSED GRADE 685 P ( / 685 HEIGHT OF OBJECT = 3 5' / / 680 680 / / EXISTING / GRADE 675 675 / 670 — 670 665 _ 665 660 660 9+50 10+00 11+00 12+00 13+00 14+00 ROAD D SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=20' VERT SCALE: 1 "=2 o I1 II 'II 1'3+50 -,e? 2 x+ 0 LI x [] 0 50 PROFILE SCALE I I I I I 0 IS •1 0,0 Gf IEREMY L. FOX Lic. No. 60786 12/21/22 Ztj (1) z 0 AM w a 0 DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE AS SHOWN M 06 M M w a J z IL O N JLU a CC) U LU OQO< C J o z O = GJ`' V / Eo- c) J LJ JOB NO. 9639.0 SHEET N0. C9.9 0 3 a 0 a0 2 (D �Z n0 6 2 c E`o a d c � m a0 O d O Z Z � O m n o� 2 '§ a 7 y m o 12 wa d� E� o� a c Ma 10 'a o � � O w @ V c E N c c � @ n� � d c E F= L VALTH OF o Lr� JEREMY L. FOX Lic. No. 60786 12/21/22 0� o�SslONAL �O�tv n E O O U N � N C > E N E 715 715 W > 3 ¢ LL o 3 wU. 0 mom. W s M Q�J V00 Z J — IIl O > HHGHT OF HE IGHT OF C7 W �M �i 0 ) X n �cJC �Q w w U') �c�Q °n O rq >S N � M o W J O x c� 0 O x 5 0 w w w = Q V Q Z O 0 in DATE 9+50 10+00 11+00 12+00 13+00 14+00 0 50 > ALLEY A WEST SIGHT DISTANCE PROFILE PROFILE SCALE o 1212112022 HORIZ SCALE: 1"=20' } DRAWN BY VERT SCALE: 1"=2 A. MABEE • DESIGNED BY • J. FOX • CHECKED BY J. FOX • • SCALE • AS SHOWN CL ` M NAD 83 C6 0d , a / � m 0 M U) M w a SCALE 1"=20' Q J a z IL o / 0 20' 40' NO N > LLJ N � w C , v < r , o , i v U�Z o /\. w j pQ< a LL ' ^ W I / A 0 J _/� r Q W 1 / `\ ` \ \'yo J o = N / ° ALLEY B 13+00 " Qo - ------------------------------------------------------- -- 0 10 00 T--------------- 1 O SDR 151' pL— _ _ - � 1 I 0 ° AO D - cIm Oi e I O .o / JOB NO. D I I / a: D 49639.003 I / SHEET NO. 0 1 1 I / C9.10 LL--7 710 710 OBJECT = 5' YE = 3.5' LEF - 151' � — — — 705 TANCE 705 HEIGHT O OBJECT = 3.5' �So 700 700 G DE PROPOSED GRA E 695 695 t59 VALTH OF o Lr� JEREMY L. FOX Lic. No. 60786 12/21/22 0� o�SslONAL �O�tv 710 710 n E O O � U N � N > E w ° E Y LU H w i 3 a yo 3 wU. O mom. o' W s M Q�-J Voo Z w H — + O 0 {/1 N N d C7 W 30�x v'i iY w o Q D v O i N z �UQ� O S N > � M � OJ J O 5 � 0 w L w H 0 z O 0 in DATE 0 50 > PROFILE SCALE � 1212112022 O } DRAWN BY A. MABEE • DESIGNED BY • J. FOX • CHECKED BY 9+50 10+00 ALLEY B SOUTH SIGHT DISTANCE PROFILE 14+00 14+50 J. FOX HORIZ SCALE: 1 "=20' • • SCALE VERT SCALE: 1"=2 • AS SHOWN M Io 06 a I ! cM w �zIL N I > a Ii Ld . SCALE I "d20' o U m Z 0 _j - o v p, e^�� o ° D ° P: a, °;�. ° �..° 20' x 40' O Jrn I 0ui oo o a U z Q x� I I �i O (29 o ROAD D ° __— -- - - - -- - — - -- r----[ ----- - o lll N 10+� �! 280' SDL •J c--+ -��50 I I 0 A -- :2'12+50 O P e w Ivi jW j JOB NO. o I 49639N003 ojSHEET N I C9.11 HEIGHT O HEIGHT OF OBJECT = .5' EYE = 3.5' 705 705 700 700 / PR POSED GRADE HEIGHT OF OBJECT = 5' � 695 695 690 � 690 685 685 r � EXISTING GRADE 680 680 675 675 t19 L I V'WH Op D Z al,c� I 0 JEREMY L. FOX I Lic. No. 60786 12/21/22 sr'ONAL G I Z o"Di u \ > E % w a' y LOT 60 I I LOT 59 I LOT 58 / cWi v 3 / \ LOT 57 / \ LOT61arum Z I I w F- LOT 56 2 z L CL W v M \ LOT 62\ \ / p x of u - --- QQ J K Q w cc 0 N =ua`""D Zo '^ U) w 1 � •' �Q� / ! ��/ I I I \ / LOT 54 I Of !� LOT 48 �...,, . 1 o \ LOT 4 I LOT 49 m 73 LOT I Z p N \ /LU LOT 46 \ / I = Q \ Z • \ \ • ` / 3 O DATE I \ / j LOT 45 { 0 12/21/2022 / I LOT 51 LOT 52 4 / y DRAWN BY \ ' _ ,.'• • A. MABEE DESIGNED BY 1 J \ N \ \ y2 --�- • J. FOX \ - - - --------- - ------- —� --- I 5 ... .f. •:: •• CHECKED BY SA '.... LOT • SCALE 1 1 "=50' 10 I 9 I LOT 4z LOT 43 LOT 42 LOT 41 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 2 LL LOT 3 - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- - LOT 4016 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 I M LOT 5 I M Q 1 Z z N �— S 6 ^ ' � V J a LOT 6 w w J Oo0 J I J LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 p a I 1-� U 17 ? U U I A 0 m J 0 U N O O v m m I M al N m tiCO O co Q 32 2e - O JOB NO. A SCALE 1"=50' 49639.003 g SHEET NO. 0 50' 100. L 1.0 L PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. • 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. NLTH OF Lr BREMY L. FOX a Lie. No. 60786 12/21/22 C E E Z O a u U N W Z O Ln w w H DATE 1212112022 DRAWN BY A. MABEE DESIGNED BY J. FOX CHECKED BY J. FOX SCALE 1 "=50' NP M V) U O m r) J O w Q w m Q LL 0 0 U J H Lu 0 Lu a U) z Q J L H JOB NO. 9639. SHEET NO. L1.1