Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUB202200192 Plat - Submittal (First) 2022-11-30
SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: LIMITS OF DISTURBANCE: 25.24 ACRES OVERLAY DISTRICT: STEEP SLOPES ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 DRAINAGE DISTRICT: MOORES CREEK 090A1-00-00-001 DO SOUTHWOOD CHARLOTTESVILLE LLC 967 2ND ST SE CHARLOTTESVILLE, VIRGINIA22902 PARCEL AREA: 86.56 ACRES DB ZONING: NMD TOPOGRAPHY LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA 23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 SOUTHWOOD -VILLAGES 3 & 4 SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 14.37 ACRES BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF ONE WET POND, FOUR BIORETENTION BASINS, AND TWO EXTENDED DETENTION BASINS. AGRICULTURAUFOREST DISTRICT: NONE SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. ROAD PLAN ii/ii/zozz COUNTY OF ALBEMARLE, VIRGINIA NOTES: 1. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 2. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. Table 5-1: 2030 Trip Generation Summary Weekda Land Use AM Peak Hour PM Peak Four Average St. Units Code In OM Total In Out Total Daily Tdps 1. Total Southwood Development tht Proposed Residential Multifamily Homing (Low -Rise) 689 D.U. 220 57 179 236 200 117 317 4,492 Townhorem 115 D.U. 215 17 37 54 37 28 65 826 Single Family 90 D.U. 210 1a 50 68 57 33 SO 916 ASuNable Housing 442 D.U. 223 40 113 159 120 83 203 2126 Proposed Residenfial Subtotal 1,336 D.U. 138 379 517 414 261 675 8,360 EAsfim Residenfial D ivaopme,e (To be Remowedl Mobile Home Park 341 D.U. 240 28 105 133 123 75 198 2428 Existing Residenfial Subtotal 28 105 133 123 75 198 2,428 Net New Residential(Proposed- Existing) 110 274 364 291 186 477 5.932 Commercial Retail 30,000 S.F. 822 43 28 71 85 85 170 ISM Office 30�00 S.F 710 52 7 59 10 51 61 407 Commerdal Subtotal 60,000 S.F 95 35 130 95 136 231 2041 Total Southwood Development Trips (Phase 1 and Phase 2) 205 309 514 386 322 708 7,973 2. Approved Southwood Phase 1 (Background Development)trl Residential Aparbne,es/Townhpmes 270 D.U. 220 28 95 123 90 53 143 1,976 Single Family 30 D.U. 210 7 19 26 20 12 32 US Residential Subtotal No D.U. 35 114 149 110 65 175 2,319 Commercial Retail 25,000 S.F. 820 15 9 24 46 49 95 944 Office 25�0 S.F 710 43 7 50 5 26 31 277 Commercial Subtotal 50,000 S.F 58 16 74 51 75 126 1,221 Total Approved Southwood! Phase 1 Development Tripe 93 130 223 161 140 3111 3,540 3. Net Increase in Trips, Southwood Phase 2 Total Development - Approved Phase 1 Net Residential Trips 75 160 235 181 121 302 3,613 Net Commerical Trips 37 19 56 44 61 105 820 Total Nat Incrust In Trips, Southwood Phase 1 112 179 291 n5 182 407 4A33 Notes: (1) Based on t e Institute of Transportation Ergiceeis Trip Generation, l lth Edidon. Assvnes General UrbaNSuburban lard use category. (2) Southwood Phase 1 mm obtained from the Southwood Phase 1 TIA dated January 7, 2019 and prepared by Timmons, Group, L N Oak Hill Q J� SITE Bt �.n LOCATION � '� u ;.'- o Hickory Sc Jacks, a o VICINITY MAP 111=1000' DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 SIGNATURE PANEL: APPROVAL DATE 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 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C2.0 BLOCKS & OVERALL PLAN C2.1 OVERALL PHASING PLAN C2.2 EXISTING CONDITIONS & DEMOLITION PLAN C2.3 EXISTING CONDITIONS & DEMOLITION PLAN C2.4 EXISTING CONDITIONS & DEMOLITION PLAN C2.5 EXISTING CONDITIONS & DEMOLITION PLAN C2.6 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 LAYOUT & UTILITIES PLAN C4.4 LAYOUT & UTILITIES PLAN C4.5 ROAD PLAN C4.6 ROAD PLAN C4.7 ROAD PLAN C4.8 ROAD PLAN C4.9 ROAD PLAN C4.13 LOT & EASEMENT PLAN C4.14 LOT & EASEMENT PLAN C4.15 LOT & EASEMENT PLAN C4.16 LOT & EASEMENT PLAN C4.17 LOT & EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 GRADING & DRAINAGE PLAN C5.4 GRADING & DRAINAGE PLAN C5.5 DETAILED GRADING PLAN C5.6 DETAILED GRADING PLAN C5.7 DETAILED GRADING PLAN C5.8 DETAILED GRADING PLAN C5.9 DETAILED GRADING PLAN C6.10 PIPE & INLET CALCULATIONS C6.11 PIPE & INLET CALCULATIONS C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 STORM PROFILES C7.3 STORM PROFILES C7.4 SANITARY SEWER PROFILES C7.5 SANITARY SEWER PROFILES C7.6 SANITARY SEWER PROFILES C7.7 SANITARY SEWER PROFILES C7.8 WATER PROFILES C7.9 WATER PROFILES C7.10 WATER PROFILES C8.0 ROAD PROFILE - PRIVATE ALLEY 1 C8.1 ROAD PROFILE - PRIVATE ALLEY 2 C8.2 ROAD PROFILE - PUBLIC ROAD 1 C8.3 ROAD PROFILE - PUBLIC ROAD 1 C8.4 ROAD PROFILE - PUBLIC ROAD 2 C8.5 ROAD PROFILE - HICKORY ROAD C8.6 ROAD PROFILE - PRIVATE ALLEY 3 C8.7 ROAD PROFILE - PRIVATE ALLEY 4 C8.8 ROAD PROFILE - PUBLIC ROAD 3 C8.9 ROAD PROFILE - PUBLIC ROAD 4 C8.10 SIGHT DISTANCE PROFILE - PRIVATE ALLEY 1 C8.11 SIGHT DISTANCE PROFILE - PRIVATE ALLEY 2 C8.12 SIGHT DISTANCE PROFILE - PUBLIC ROAD 1 C8.13 SIGHT DISTANCE PROFILE - PUBLIC ROAD 1 C8.14 SIGHT DISTANCE PROFILE - HICKORY ROAD C8.15 SIGHT DISTANCE PROFILE - PRIVATE ALLEY 3 C8.16 SIGHT DISTANCE PROFILE - PRIVATE ALLEY 4 C9.1 OVERALL LANDSCAPING PLAN IOIAL=69 1 4i� Bryan D. Cichocki Lie. No. 53741 1111112022 CL O ce E E H z O a_ U c.) LU w 0 z O W w IY N F 0N Q M o DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N/A LYI V1 W Q>� .j w `cc� 0 I.j ^ \ G Lu NO LL m� Q }p 11J 0=:)C) z O 0 0" 2 0 � V JOB NO. 49821 SHEET NO. CO.0 LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM S EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. (D-0 S PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER - PROPOSED PAVEMENT EXISTING WATER LINE - CENTERLINE OF DITCH g• yy PROPOSED WATER LINE BENCH MARK R g• yy PROPOSED VALVE . . CLEARING LIMITS - T! g• yl PROPOSED TAPPING SLEEVE T R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - -- EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB TC 240.5 PROPOSED SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL 1Q PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGED SLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION AS REQ UIRED UIRED BY THE LOCALITY. THIS Q 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 INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR SEPTEMBER 14, 2021 INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). LINES AND STRUCTURES, AS NECESSARY. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SUBGRADE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 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, ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF WAY. (N/A) THE LINE. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. OF ROAD. (N/A) 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SLOPE OF 0.004 ft./ft. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 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 UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI At 17.1-09. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. THE END OF THE DAY 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8OF THE MOST RECENT 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED REVISION OF THE ASCA RULES AND REGULATIONS. BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 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 Private Road Acceptance Procedure Albemarle County As -built Road Plan Policy 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. As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built 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 � Y YP 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. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements, Y P 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 Count which will P �1 P Y� reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items I and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been 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). 38. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 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. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) COUNTY OF ALBEMARLE Department of Community Development Lel Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarlen Engineering County En g g Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing Public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Bryan D. Cichoelu Lie. No. 53741 1111112022 M E 0 � o N Vi N C > E w ° E LU LL o 3 ow- L y t M d J U Co J - ui d C N tJ W N 7 w � 30m'x J LL O.0 =v Ln _ N = U > F C L^ 0 O N 00 � M a� CDW am O cc t7 N Z O E i .b DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. V/ LU V J w J J C2 I� g W > m Q 06 o U) I.LI z F- 0 =) O O Z O T. ,O V JOB NO. 49821 SHEET NO. C1.0 A U NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE J 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS q: z, NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. s� r • �•�ki 54' (60' W/ PARKING) PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS A No Scale NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) R1-1 STOP *Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12B 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHRE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB 12" CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale / CONCRETE '�� CONCRETE 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A %SURFACE (PLACED IN ONE LIFTS) d BASE 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE d d ° DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS SUBBASE �'� FLUSH CURB (PARKING LO No Scale LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale HICKORY ROAD CROSS SECTION No Scale PUBLIC ROAD 1 PUBLIC ROAD 2 seas: ' 52' (58' W/ PARKING) PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS 1 NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. PUBLIC ROAD CROSS SECTION No Scale CG-6 CG-7 ALONG DRIVEWAY ENTRANCE(SEE ROAD PLANS) 2.5' AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) PRIVATE ALLEY 1 (STA. 10+00 - 18+50) PRIVATE ALLEY 2 COMPACTED SUBGRADE C/L 1.5" SM-9.5A 1 (PAVEMENT WIDTH) f poi `2" IM-19.OA 3" BM-25.OA TE & EMERGENCY ACCESS EASEM NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. SEE ROAD PLAN SHEETS FOR LOCATION OF HEAD IN PARKING. 120' PRIVATE ALLEY CROSS SECTION No Scale CG-6 CG-7 ALONG DRIVEWAY ENTRANCE(SEE ROAD PLANS) AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) PRIVATE ALLEY 1 (STA. 18+50 - 20+18) PRIVATE ALLEY 3 PRIVATE ALLEY 4 CIL 1.5" SM-9.5A 24' (PAVEMENT WIDTH) f 90 COMPACTED SUBGRADE '-- 2" IM-19.OA 3" BM-25.OA TE & EMERGENCY ACCESS EASEM NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. SEE ROAD PLAN SHEETS FOR LOCATION OF HEAD IN PARKING. 24' PRIVATE ALLEY CROSS SECTION No Scale AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) CG-2 MODIFIED CG-3 (1" HEIGHT) ALONG DRIVEWAY ENTRANCE (SEE ROAD PLANS) CG-2 MODIFIED CG-3 (1" HEIGHT) ALONG DRIVEWAY ENTRANCE (SEE ROAD PLANS) v Bryan D. Cichocld Z Lie. No. 53741 1111112022 � M E 0 � o N � N C > E w ai E ww 3 Q LL o 3 p LL — wO `mom 0 W L M Q� j Voo W J —N M d 1A N U W w 30'x LL Ln _ N =v>� F a . c Y � N 2 M a � ow � H t7 z O a V 1n W z O V) W W a DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. W M V1 W Q > J J J Q H 2 W > m 0 Q 06 LL o U) UI ° Z 0 L2 1 ,O V / OB NO. 49821 SHEET NO. C1.1 1 x6CAF 1 x 6 TRIMMEF 2x4RAILS x 6 METAL POSTS x 4 METAL POST 12'-0" CON C. PAD 14'-0" 1 x 6 OUTSIDE ELEVATION 3 SIDES VARIES VARIES NOTE ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVATION 3 SIDES 1/ H Cf Fi 12' S7 HINGE DUMPSTER ENCLOSURE DETAILS N.T.S. 1 x 4^CAP OVER OUTSIDE GATE MEW INSIDE GATE VIEW CONC. STONE 4 x 4 METAL POST x 4 RAIL gON ERWISE NOTED YP.) PLAN 1 x 6 TRIMMER 3'-0" 1 x 6 SIDING 3'-0" �i F^ 12" POST ELEVATION NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING FINISHED GRADE 12" MIN (TYP.) 1/2" R (MAX.) 1 1/8" WASH dvw�ili� �.s�ca�:a�vi . X� •�- 1 EXTERIOR STAIRS No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR 1.5"ALUMINUM 12" MIN IMBEDDED 24" IN GROUND RAIL (TYP.) (TYP.) HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB EOP o 0 0 3'-0" (TYP-) EXP. PAINTED JOINT PER 2% MAX. 18' 18' [FINISHED 4„ VDOT GRADE SPEC. � P) I/CONCRETE RON10 MEN a 1111111111111111111111111 � �I T-4" (— CORE DRILL CONCRETE FOR HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) ICI No Scale SIGN y IIP SIGN AND POST DETAIL No Scale PENALTY W-WFIE TOW AWAY ZONE PENALTY W - $500 FIE TOW AWAY ZONE VAN 11 I ACCESM J1 6' ABOVE FINISHED GRADE DADA PARKING SIGNS No Scale 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE STD. U POST GALVANIZED POST TO BE DRIVEN VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. Bryan D. Cichocld Z Lie. No. 53741 1111112022 t� M E 0 � o N Vi N C > E w °/ E LL o 3 ow- L y t Mm Q J U W J —i U W N 7 w 30Nx J < Qv � •j � N = U > m ~ c V^ o O N 00 � M C � � H DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. JOB NO. 49821 SHEET N0. C1.2 O N O 3 c a 0O x o O �Z n0 o 2 c T N a c m m C a 0 O 0 Om x w O C zN ow a 0 m o �0 o .3 nm N c y M N J N X X 0 0. d N O 0 tll O C EO C N 0 6 a c � ,:2 a 0 o 2 2.2 m a c m O 0 A 0 nE 09 c E F_ a. •• .. ... • A '... ,A • Wes, � • ". N' MIN. 4 3r 6 'A 18 MIN. --17.r •j sr MIM. WINGNUT LOCKING ASSEMBLY 12" MIN. 17 'w BYPASS NOTES; 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NTS FIG. W-7B 4" DIAMETER BRANCH AND VALVE - WATER M FD-15 "'"NJ -RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLUG VATUILa THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC b CAP LUBRICATE ALL THREADS •j 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 •WATER 2" BRASS PIPE MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B AIR RELEASE VAU BRASS OR BRONZE PIPE BRICK SUPEpORTS OR SOLID CEM NT BLOCKS COPPER" SOFT STOP GRADE GATE 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) TUTS FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. W-61 THRU W--7E). --- 'NIL_ I / VARIES 2" COPPER WATER MAIN-M.J. FITTING PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BYTHE ACSA • SERVICE LINE TO CONNECTAT MAIN WITHK"xb"TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTORGI FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETESHOULD BE POURED ON ANY PART OFTHE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 PS.L CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C ttttttt� COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TDTD13 METER SIZE551dN DIMENSION B DIMENSION C 1 1/2'S'0' 3'8' 2' 5.0'4' 12, NIM, GREATER THAN 4' PR<iPOSALS WILL BE D, SUBMITTED, i B i DOOR HINGES r----- ---- ------'I I I I I 1 I I I I I I I 1 I I I LIFT HANDLE LL---------------- TYPICAL METER VAULT N.T.S. FIG, W-7A rD-14 SIDE VIEW ,75' DIAMETER DRILLED TOLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER RAT BEARING SURFACE UNDERNEATH ?4' X 36' NLUMINUM ACCESS HATCH 1 1/8 BENe NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTIES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES (2 70•) MIN 2TO 10' 18 -22 VALVE BO% CU. FT. /(68 STONE 42"MIN 6" GATE _ •�.N. VALVE •.IL B" X 6" TEE 5 2500 P.S.I. CONCRETE I BASE AND THRUST r:'i",�'Ijl1e R II BLOB( AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O)� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 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.S. FIG. W-4 TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE ' ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z � Z N N M.J. GATE VALVE WATER LINE le ••8 2500 P.S.I. CONCRETE JF e 2'x 2' BEARING AREA. THRUST BLOCK •; 4 .4 C a .. •b NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE 1' COMPRESSION • 3/4' MALE PIPE CUUPUNG� OR APPROVED EQUAL 1' TYPE 'K" -� SOFT COPPER 1'x15 NOTE NO SWEATED MINIS DUAL SERVICE S PE K SOFT COPPER SINGLE SERVICE NOV: 1) SADDLES SHALL BE USED ON PVC PIPE. NTS FIG. W-5 TD-9 O FORREST USE AL ERMCHFO SINGLE FAMILY AND IRRIGATION AL ON SERIS OR DUAL RESIDENTIAL AND IRRIGATION SERMLES. j(D 2' R. V COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL O rOR USE ON DETACHED SINGLE FAMILY REIMENTTAL SERWGE WHERE AN IRRIGATION METER IS NOT PROMDEO. -CAST IRON UD FISHED GRADE SAND OR DUST UNDER �/ -INCH BOX AM SETTER (2 ; , .1 "� _ 4' GAMETER GRAIN PIPE, W ' ��^"� w LONG STONE POCKET, MT MINIMUM THICKNESS) SPEC. 203, N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) TUTS FIG. WI W-10 - FOR BENDS B' & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 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" - e V- 2'-3 Y-e' 1'-2 2`-0' 1 1 4• 3'- Y-9' v-8 2•-9 1 1 4' 11 1/4' 70' X-9 3'-9 Y-6' 2'-O S-0 r 14' Y-0 4'-3' 3'-0 2'-3" V-6' 2" IS. 3'-6" 5'-6. ' S- 4'-6' 2 1/2" 4" - e 2'-6" Y-O 2'-e' 1'-e 2'-e" 1 t 4 e" 3'-O 4'-Y 2'- r-e 3'-Y 2' 22 7/2' 10' 3'-3" 5'-0 S-0 2'-9 3'- 2" 72' 3'-9" 6'-3 '- 3'-6" 4'- Y 1M 5'-D 7'-8 3'-3' 4'-C' 5'-B 2 I1Y 4- e Y-0" 6'-0 3'-O" 3'-3 3' -3 2 7 4" 4 3•-6 6'-8 T-O' 3'-8" S-9. 2 Ile 45' 10' V-5 r-8 3'-G" 4'-3" 5'- 2 1 4" 12' S' Y-O Y-3' 5'-0 5'- 2 1/2' 3" THREAD 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B ''--'•'-• CONCRETE CLASS ttt• Ir- it'- 3'-11' e' 7'-3. 2 1 z^ 12 BENDS & ' LARGER CHART FOR UPPER SECTION VERTICAL BLOCKING NOIE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 e" NOTE: RESTRAINED JOINT FITTINGS. -- - - -- Side View 42" Minimum comp Certification of 95R Q� •I I4 compaction required A. d . Galvanized Steel Beam, II a W12 x 14 (min. size) .4 3' min. penetration Into undisturbed soil or as approved by the a ACSA. 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 ASTM A30 AND NEK NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" CIA SOIL (TYP) ALL -THREAD ROD ,. WATER MAIN 0 z / rc3 VALVE J 24" MIN UNDISTURBED EARTH PUN CLASS A-3 CONCRETE ,:. MEGA -LUG MIN �;• . L. .: a :0.YT�o}'•�'4°°e'•y::M1lLStio 4.•p�illtiT`::aR MIN',�,i 18" ELEVATION UNDISTURBED FART 24" TRENCH 24" MIN WIDTH MIN 1 15- 1 SECTION NOTE: 1. ALL RODS AND FASTENERS SMALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS URGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C M-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY. VARIES -lo 10'- 1 5' 1 1 ._. I 1 5'. 1 F WATER SEWER 3 A o � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER &SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH DU SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL az4" IN 81, INITIAL BACKFlLL a24' IN8 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 4'MI INITIAL BACKFlLL 4 1 UNSTABLE a' 8" B" e" SOIL\ MIN. MIN.- _ MIN MIN. #68 STONE _ - GRANULAR FILL AS ;, APPROVED BY ACSA .x`;:+r'-',:'..y \ lA I OCC STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) W.W. (FEET) CU.YD. BEND L H T L__F H I T 90 Z50 Z50 3.01 0.24 4" & 8• 45 2A0 Z25 ZOO 0.15 2.00 2.25 2.50 0.15 221/2 1.50 200 2.52 0.10 111/4 1.50 2.00 250 0.10 90 &sS &16 3.21 0.48 45 266 266 2.77 0.26 B" 221/2 1.66 2.16 2.69 C.13 3.16 2.91 266 0.32 111/4 1.66 2.15 2-67 0.13 90 4.83 &83 3.42 0.83 45 3.33 3.58 295 0.43 3.53 4.00 283 0.52 221/2 2.33 2.58 286 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, 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 BLACKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 Bryan D. Cichocid Z Lie. No. 53741 1111112022 t M E 0 o N 6 N C E W E LL 0 3 � W O W O 16 ^y IY LM t M d J 0 Go Z y J - Mi O d C) a Z W N 7 � H S U 3 O N >< U) J < W oa i N Z =v>Un O_ F c Un �_ 00 N i � M � a � o w I- vi LY O 2 (7 0 O W w W 2 Q U a Z O U) DATE > 1111112022 O DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • N.A. am 0 W Q > J J J Q H� g LLJ > w C,) Q W ' ryr7O W 0 O Z O 2 0 JOB NO. 49821 SHEET NO. C1.3 0 c a > .J c 0 N 0 3 c a 00 o x 0 LzCL 00 O c F- A a m a� Om x N (D 3In Z 0 2 a 2 F� o &3 W.nm 5 a m J X C ro16 0 _0 m m C 22 N o a c 2a 10 'a 0 m-6o " C c m m c a o M 0 nE c E F_ SH OF SEWER SERVICE LATERAL CONNECTION NOTES: �f 1. WHERE ASEWER SERVICE LITERAL CONNECTS A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NDIf+ MIN, DIAMETER MANHOLE LATERAL PIPE SHALL BE AT LEAST 0.V HIGHER THAN THE RE o _ REQUIRED, Bryan D. Cichocki 'ZI TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL c „I, „P `(1YR1 BAP MANHOLE PVC CROSS ° \a z A Lie. No. 53741 BE CONNECTED USING A PIPE SADDLE. r USE APPROVED FLEXIBLE RUBBER CDT' .�jO� II/11/2022 ' 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q • (1/4" PER FOOT ) 3000 PSI CONC. BASE `SIONAL ROADWAY TL' 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN s °' DIAMETER OF IV. GASKETED STOP COUPLDIG BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o 27' CHANNEL 1/4" 1' MIN . OF 3 FEET. PIPE STRAPS :�%'. •J`• PIPE d f- SALT (STAINLESS STEED - ( -r' o • SPACED EVERY " . _ ("1 E O TREATED 2 4 "° 2' VERTICALLY w,cis A.,•y • • T ' ` `•� N N c cD x FINISHED GROUND MARKER 90' RESTRAINED BEND �`�' ':' "�`.', �A \ % i A = m SEWER \\ T BRANCH 12" +- j E PAVEMENT -� ai E �• " a PIPE JI w • i •.. •� MAIN ••SEWER �� > HW N3 +� • "•• • " �, Q U. 3 w 0.25' MIN, THICKNESS COATED STEEL BAND OR STAINLESS 42' MIN. STEEL CASING INSULATORS PLAN • d 2" .' d 0 n W C ,6 L M 42' MIN. STEEL CASING 112" CONCRETEOHENDS UJ J U m Z _ SFlLL n`Q PLUG END OF PROFILE w w - C ry O I MAIN LINE SERVICE LATERAL SECTION MIN, 6' BEIIDJNG WITH NO. 6B STONE d FA o Lu a ••(: K45 1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEA GSA, BUT SHALL NOT BE LESS THAN 7W0 FLEXIBLE CONNECTION NOTE: z I- H- U 2'-0' 7' OR S' 7. OR B' 2'-0' 2'-o f2) FEET• WITH STAINLESS STEEL ALL CONNECTIONS TO � N ¢ w 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL o as e W p UCRLE IRON PIPE I IS' OR 20' JOINT OF D,I. I THE DROP FITTING WITH STANDARD GASKETJOINT. W BE CORED AND A FLEXIBLE " " ESTRAINED JOINTS) I 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF CONNECTION BooT v > = Q m O STAINLESS STEEL INSTALLED O c M; in NOTE: 1- STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF 00 N PAVEMENT, WHICHEVER IS GREATER. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROPCONNECTION DISCHARGEPOINT to LLI 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. IN7LINEWYE-TEE TO SPRING LINE OF MANHOLE INVERT. TLAN 3. E SPACER SHALL BE PLACED AT THE CA ERPDINT OF PIPE JOINT, 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLAW. TYPICAL MANHOLE PLAN 00 0 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. WATER VARIES 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12' DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - IN TYPICAL STEEL SLEEVE INSTALLATION TWO8" DIAMETER DROP CONNECTIONS. UNDER ROADWAYS Ln SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o N.T.S N.T.S. N.T.S. FlG. W-10 FIG. S-I-B (=7 FIG. S-2 FIG. S-1-C2 O TD-33 TD-30 TD-27 0 w LL w 2 Q p Q FRAME & COVER O DATE FRAME & COVER (SEE FIG. S-I-D,E) (n j REMAINING BACKFlLL SHALL y C P SEE FIG. S-I-D, E STREET SURFACE OR STREET SURFACE OR 0 11/I1/2022 NOT CONTAIN ROCK MATERIAL � g $ -PAVED AREA NON -PAVED AREA >_ 36`MIN LARGER THAN 5" IN ANY DIMENSION g EQ �--I SLOPED AREA _> Via•". SLOPED AREA--4' . y . DRAWN BY �s Ej I ���sss 24 MI v1 1'-0" MAX 2 _O•, RUBBER IN COATED STEEL STEPS M. DENHARD INRAL BACKFlLL� a 1'-0" MAX 6"MIN (6" L[Fn) EMBEDMENT • THOROUGHLY COMPACTED a.. D v a PRECAST REINFORCED CONCRETE "0" 2'-0" DESIGNED BY SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER E z L $ E sx $^ $ E o Q$ E SECTIONS WITH RING SEALS e OR APPROVED EQUAL • • M. DENHARD AUNCHING u.6 OPLACEL NO. 68 STONE - _IREQUIRED mg o " +" �00 0' 3'-0" MIN e THE DROP 3"-0" MIN STEPS CAST NRUBBER • CHECKED BY EDDING 6" max 4" min w � �z CONNECTION SHALL BE DUCTILE IRON PIPE CLASS 50PRECAST eBACKFILLED LAYERS 6) s" IN 6. OUNDATION (SHALL BE S 6 'E L E E 1i COMPACTED HAND TAMPERS QU 1 w� COMPACTED BY SELF-COMPACTINGOR"0" 2*T CONCRETESECTIONS12 MIN RING SEALS < 16" MAX • • B. CICHOCKI SCALE WHEN SOIL 16TMAX STONE MINIMUM ELEVATION T ONDITIO ARE UNSTABLE u �n n DIFFERENCE ACROSS M.H. 5" 4'-0"0 ALL PIPE M 5" I C E m MINIMUM ELEVATION DIFFERENCE 12"LAIN 12"MIN FROM INLET TO OUTLET N.A. u ten, ACROSS M.H. FROM INLET TO VARIE SHALL BE 0.20 FEET. . Fo$ OUTLET SHALL BE 0.20 FEET CONCRETE VARIES • DEPTH OF FLOWFILLETS A FILLETED INVERT FOR A SMOOTH CHANNEL TO BE • '" TRANSITION OF FLOW BETWEEN 3/4 DIAMETER OF NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O •f.. INLET & OULET PIPE SHALL BE " Q PROVIDED. A 72 �. ; 6: i'..L• .... y �..: • CONTRIBUTING ---- T 'a SEWER. IF . : ••• . ' " *1=2 BACKFlLLED ENTIRELY WITH N0. 21A Fz ri .: A FILLETED INVERT OR A SMOo •'•/�� STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED 3/4 DIA OF LARGEST PIPE IN MANHOLE !MINrDDING TRANSITION OF FLOW BETWEEN INLET &OUTLET PIPE SHALL BE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 A $ `s STONE SHALL BE PROVIDED' �° E. € E sE E PATH N0. 88 STONE PROVIDED. MIN. 6" BEDDING am 3-WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" �6 i a '� NOTES: NOTE : W/ NO. 68 STONE BEDDING OF NO. 68 STONE' r$ Nu �� �� '� a 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE E O SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED & GROUTED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE Nt O EXTENDED OR NON -EXTENDED BASES. INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL DESIGN ON SEWERS NTH STEEP SLOPES. INSIDE AND OUT. �9C SEWER PIPE (� TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TIE-IN (o TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH N.T.S NITS FIG. S-3 FIGS-I-D NTS N.T.S TD-31 FIG. S-I-A v J FIG. S-I-C � TD-34 Tp_28 TD-25 � (ui� V PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE Q Q [%- - � WITH PART V. SECTION G OF THESE SPECIFICATIONS i J JLL Q SLOPED AREA RUBBER COATED STEEL STEPS ;'.. �'•��•}i•; `.4 CAST IN PLACE FRAME &COVER W (a, 1u.• "i mom'. 27 1 1 t/2• BOLT G cic [py L36,Im] 0 pB t/4• p(� 7• SEE FIG. S-I-D, E�... PRECAST REINFORCED CONCRETE SET DOGHOU BASE •• + � . • EXISTING SANITARY ON CONCRETE BLOCKS .. SEWER PIPE LLJ > 00 Q t� I [�'"'"I [17Brttln] �. LeoemRO SECTIONS NTH "0' RING SEALS OR APPROVED EQUAL 2'-0" 1'-0" MAX DOGHOUSE OPENING SHALL '••'a ,' N•. •' ' MIN. 12" CLEARANCE BE PREFORMED BY _ I. a •.� ' • . ; • MINDEN EXISTING PIPE MANUFACTURER OR V ;:•:•• AND STONE BEDDING SAW CUT TO FIT PIPE ' •'s .: - : • Q ' LL C1 ,,,���(( KJ `^ v �as 7ps• BR� s/6• C/Jz+nnl I [i6mm] e A FITTING MAY BE REQUIRED ACSA APPROVAL OUTSIDE DIAMATER'•• ..:, PLUS 6'. - 12" THICK V00T z Q z .. . 0 o as• Du _-II „ zs^ [914mm] (660mm FRAME 13/1s^ 1 1/2' p NTH o 1 NO, 68 STONE BEDDING IrXrX16" AND 4"xB"x16" O � p O SECTION [M.M] 12Dmm] ( VMD LLT+ENs pscEssE9 coax) THE DROP CONNECTION SHALL BE 3'-0" MIN DUCTILE IRON PIPE_ (CLASS 501 SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE O .p BACKFILLED IN 8" LAYERS AN [2smm1 SPNI '9q 3t/B^ i/z^J Y [79mm] I13mm] • COMPACTED BY HAND TAMPERS OR l 5" BACKFILLED NTH SELF -COMPACTING Ilnl n...... nnnn,n nr„nnmm�..... nnnnnnunu n,nnmulunn nnr, nnnr,n.un,inni FILL DOGHOUSE OPENING 3 13/16• W 22 13/16` 2 1/6" [97mmJ [W79 -L- STONE. 16" MAX MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE 1 3/B' [0 25* J W 11/16' [,R," / [17mm] ] a 16" O.D. OF GKT GROOVE cv+ BOLT 114mm] SECTION VIEW 1/4• (6mm) DIA � AA99z Imy NEOPRENE GASKET MINIMUM ELEVATION DIFFERENCE 5"� a ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH ON FIGURE S-1-A OR NONTH N -SHRINKI000 PSI NG 0 + 2 (2) WgN 1/10 x a/B X 1 1/2 S'E W R (P 1600• 1y. RUBBER PARTA D09B+as [smm II 1 5/B• (D BLT NIX s/B-t1x3 t/z ss VARIE •. TRANSITION OF FLOW BETWEEN ' a" INLET & OULET PIPE SHALL BE ALLOW CONCRETE TO FLOW WRAP EXISTING PIPE WITH 2400 [41mm PART/0o9en 1/2, 'x• ' ' ' A MIN. V-D" BEYOND BASE NEOPRENE GASKET MATERIAL PLAN VIEW 1 i/W' (79mm) DR BOSS [6mm (z) wg00 6/s ID tso w a [13mm .63 DR. STAND56 STEEL ROD PART aaselata PICK6ARaLoaaDGHOLEDETAIL p7APROVIDED. G _� FITTING DIMENSION VARIES WITH SLOPE. r'Q I BEFORE FILUNG THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- O NOTES: ' �. °. A' CORROSIVE STRAPS, 1 ON PARYII 009812�4 11 iN tA'D( 1. ALL MANHOLE$ WITHIN 100 YEAR WATERTIGHT COVERS WN OR LOCATED IN AREAS SUBJECT TO SAWING g1M1 NAVE NAlFR71GHT FlRAME & COVER (2) NUT NX AW1 a/8-11 M 2 ALTERCOWR ADVE DEBE FOR WATERTIGHTINUDWILL CONSIDERED. 12 ; h: i' •.... > ( EACH SIDE OF OPENING RBMPA6TF WBB122B 3. WVERS SHALL BE FIXED 1D RAM WITH LOCMNG WGS OR gMUP ASA LY. DI 3/4 DIA OF LARGEST TYPICAL WATERTIGHT MOOR) MRTJ s BBB PIPE IN MANHOLE 1Y MIN. CAST -IN PLACE 12" M PSI CONCRETE BASE MANHOLE FRAME & COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING NTH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIG SI-E NOTES: Innlnnnnlnnnnnlnn,munnnnnun nn nntnnnn..... iinninninnu,uunnn n0ln,l TD-32 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 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 49821 NTS N.T.S FlG. S-1-CI FIG. S-1-Al SHEET N0. C I A ID-29 TD-26 \ _ \ < \- /r // // / / \\IIl -J / I \ \ z \ \ `O\\ N \I Ill ) )))/-- _ -- \ ° ° - - = �, � - _ / //'� /l ! / / _ ].-.' �-'/l . i / J^1' - ;� � ,// 1 �,\. �� f, r<J/ t (r r j 1 11 / J�/ lI 1,/ // // / / //i // / // r/'� -� •+' p 0 o - _ - - _ ` i �� // / l ' S / /' / / / ' / ' ' - � � ' - ^\\l ((l � - �= - / // / 1: 11 \ \y\ \d I l l I1 11 /I / // ///,/ / / / / // / / r! '£ , j-- o i- ) - _ i , ii \ ! \ \ ` 1 / , / / / ' � ' - - �' - % i \` // ., r �, J / Il\ 1 R I I 1 I I lI I l/ // /// / / / // / / // l �� �� , i O j - _ - � /. �i I \ ` L r / , / / / , - - - / / l 1 3 Q\!t // // \\S , 111 I I I / / /� �, �-o, / J�/ \ h\ / / / / /r 01 I NA .a / �ll\ S 1°I 11 1 I I l I I // //// /! , r \ a / /�/ J I / // // -- /� / )1! D8 / I // \ 1 I I I III I / \ \� / //�_� \ // \ \ ) ---_- I � 1 I 1 II I I I I Iq) ( / / / / � / / / / , / - -)I /IIII I /1 // 1\1 91II ,IIII I I II I / // \\ �\-\ % \ %/ �` / / \\ / / / / - __ --__ / / Iv, /' / b II / 11 IIIII I II I I II / I \ \ � \ \ \ - a' h! /� / / // / -- _ -- / 1 ///IIII \ �\� ! I I I I I 1 I I I / \ \ \ \ \ \ " - \ / / / / / / I II 1 I I I I I l I 1 \ \ \ \ \� \ 'o i� -�-- /Yj_ ,) \ /� / � / / / - / ' - - _ _ 1 / / / / SCALE 1"=100' IIIIII J\\ ( -i�l I d I I II I 1 I I I \ \ \ \ \ \ \ \ \ \` \ /� _ _ \ 11 II I I I I I III \ �_ \.\\I_\ \ -\/-- /'�' p9 / \ , // � ' - - - -- -/ / J/ 11111 \ 6 Il 111 11 II , 1\ \\\ \\\\ \\ \ r i \ \�i )'\\ J. // AS�c NC�c / / 1 l \ J `j= / ---- I I / 1 ® \ � I I� d I `IIIIII 11 I I III I \ \�\ \ \` \ \ \ \ \ - - - \ \ \ / l ., / I i N / / � / � - / / - - - / I I I I 1 \ \ \ 1 / / // II / .,/ 4'7F / / , / - - _ / / III - \ =.,a I I I I 1 1 I I l 11 1 \ \ �_ _ - l /i / / I/\�\ ; T / /-. / / - _ / _ _ / I 0 100, 200' //// / ^�� \ i,I 111 -14 I I I I 1 \ \\ \ �\\ \ \ --/ ///�/'/;-�// BLOCK 2 " ' / ' r _ _ - / ' J/ / �, /tip\°° \ \ OI,III111u1I11 I,'III ,Ill\\ \\\\ I \ \\ _-� ice/ //i�//////f�lf>'/D\`'\\, - / / - =� f` , -- --- fit - 1 /�, \\ \ p \ \ I°I I I I I 1 , I 1 I I 1 I 1 \ \ \ \ \ \ \ \\ \ \ \ \ \ - _ ,I-,;; '�� /�ii% l/ //O"a/ ,,,� `l \ - /, / J� J / � / - , / \ . t - 't:c1- �,� - \ / / //// H/Ir� \\p \\ 071II IIII I 11 \l I1\ \\ \\ \\ \ \\\\ \ --��--,/-- /,/ /�j1]\//%/ \ `\ /i/.J / --i� ,-�����J _ -- _S/- -� _�\ Y/z, r, \ O �. I I It itI 1111 I1 1 \ \ \ \ \ \\N, I �-' / iii �� i ��i-%/i//// / / �/ / /// /.'�' ( \ \ \ / /_ J\ _ ' `�- Y/i _ I / it1 \\ \ ° o ( y%i' -I`l I \ \ \ \ \\\ \ \ \ \ - - - - // - - _ // i i l"/ .i/ D - - _ S� - _ - _ '��. \\ _ / / I 1 , �� '>\r \ °� I 1 I1 1� t11 III, \ \\ - !: -- /:%/. -f 6 C\ \ ° 6 -'' _ / i- l--- _ -/ to ,-- ==--_y, / I / -.ice -I �I { ( �I I \ \ \\til \\ N. \ \ /%/--'-i//� Ix/�i'�'i/ 11 /i/ /jP '` '`-, , //'O //- / -' i-/ -' f, '�/���$- \- �^l \ ll, ,-_�__--/J/JJ/ '_ / / / / 10 I'l O \ - 1� \\\ \ � \ Cl\ \ \-\', I - _ - / //�''-J //,p %/I'i -0"" //// '\``: /1/ / /O, / /�// / i-' /- �; � ' \��- \ - 1 1\ \ ( ./,-, /I - / /\ / / O �_l 1Jb1' \ \'�,\\ \`�Q\- �a �\�\ \,\N � � ..5: ,,, ////''o.�%/� - ///ji( / // / // - /-� �-_ ff I \l l 1 1 / / / )-\ N --_-Ijb\ \\\ \ \\ \\ ����`i/y�\'U\ \\`_ _ _ i� /� �- F, / -/�./ / / O// ,/�/ / /'// -%� - --_ _/XO Y� J \ ! / J i -l)1 - // _ � / //�_ \ O I ""�\\�,.'\- �: � \\� �� ���'6 .r - /" /l / / / / / Y /i / LOCK - - / \ \ 1�7` / / il'_J J-- I r. ' � \ \ 2 _ ^ \ ° 0 1 \�w� - �,: _ _�_ j _ .,�� - �'i %� _ / / I vP/, i' � ',`\j\II'll'1 � L � ' � / / �- / / / � _ _ _ _ � ,� � \,I T I �L �� I 1 / 1-� ��'-� �_ � 1\�\\ \ / - 3- _11,1 - tiG - I \ a p \ -\ ��.. \ ° i� _ -/^ --=f_% �1 1- -/ / /�/ (�� / ,-�^ I t p 1 � / / / _ -_ _-_- - \��_ I ( 7 ',/�,,� - - - _\\\\ \AV \ I. // I I Il \ I p ° ° o 0 o S - ` /=�G'fP�� - / - /� �/ / , 1 O \\� , �t�, / / / / _ _-�\ _ _ - \\\ // /�' \, \� '_ __ __— - , / - = = SEE SHEETS �_ _T_ _ - - `\�� � �\. '= ` aR /, ' -r- , _ " // 'BLOCK--/� .-���_ --- _ - -� _ _ - �RS i l / ( _- 1 p — — - /ij-i = _i OIIK J C2.36 L \� - _ ), - 11 -_ _ _ - - - - O_O / - -- _ - / / / / y� ,i ,,; - - \ 11 \ - - \ .� I 1 �l -Y,_ l \ \ \ \ \`i `\ \ _ z - _ 11 - \ r / i ` I J l / � — '• ''-_- "' (/ - iN :Y�rv/ 'o - � _ jIII�_ _ __ I \ \ /� \ l _I i ' (� �` �� \ (\ �` Y �.�L�` �\\ i "\// - rj _ aA -II \'\�`\` I T -LJI-� F /�vl �� \ - \ L--•I - `� - I llvl 7 / -- - \ \ \ \ \ \ 3 \ \ \� , `1 .,_:_� ( I ) A,. / / ^ \ /� �. \ F. 4 \ \ _ ' b I 1 n \ ` 7 +,• 0 \ ,� h ti� 1 \ i \ / / // \ dip- / ,������ ` \� \ \ \\\�\O\\\ / 1 1 I \\ !( ' ( \ / \ / < / rl` - _ I --o- \ .� \ r\•, �t I 1 '/ /2,�C jj \\��\\ \,/\\ `\ E!\ \\`\" \ / —ram/ r ,. -�\ ; -" - ,// - ` L ,f \71 O �� / \\`� \ \ ,"-,� ` Cps,' %- \ \ .ry��\\ J ���CK' I I f I r I- _ \� ❑ �, BLO?� SEE SHEETS I �`\�• \ \^ I i / I I I I I �� . t.A55 %•' \ \ \ \� \ 4J i �..q, \ \�\ 1\�� �\ \ \ .J� 11_\,' l L— L_� II I I I II I I I '/ _ 5 h0 .os ,/! `�J\I , ) \\ v\\\\\ `/ `/—=�'\.( / ,\\�h. C2.4 , �Cn '. \ \�\ �OHP / �\\ ;\\\\\\ \\\ J• ^\�1NV� i _ \I - 'tom J i -\__ I I -I ^1 , /1 _ ___ \ 1 \ � \ '// _ 7 ` C4.2 \\-//r ' BLOCK" \ Tllll/h' �'i�'.� L-�. ` \\I � 1 I \\� \ , ; `- 4 (\ I \ \ '' - /;,BLOCK, r- _ -- ; , TS 12 ,////// %-M SEE SHEE \\\\\1\ / ✓ /I ,``L i'/\r - '.. / ( / O I - "// \ \ ` O \ llI /p'\`\\`'�` C2.5 \ \\\\%)�l / /- l r\ 1 ( / , / _ - / / / 1 4 L K' 1, ?h_ Qj \\ `\ 'C '' q \ ll/ I//% j \ \. \\\` I \ // I , / - / r \ r\ r r // J / \ - -rt' _ / 'J , tS` \ 7 - \ ��� _ „ `t _ \ \ I/ �% / /tl\ I •� ' C4.3 ��\\\�\�\\ \ \ \\\ \\\ \\ \Z�� I, 71`b -(\ /{ 1 , ' ` ^, _ / - _ _ —<7_- \ 4* \ \ \ \I \ ` r \� ��z \ /`�•-`� / l X ' , / C5.3 _ / \.\\\!\\� - -\\\\�\\\\III, /, '/ ( (;.. ',+l / li-�` Ji \� / t \ l %`Q �� _ r- - C_ ` / - -� , �! `- \/, ` \)` '1=);PR '''`'gyp, - __ \ \ \\, _ _ 60, e BLOCK I - - .���/rye - \ \mow = 7 ,mp \�`\\\�\\�1 _ 4 I �i - \ \ . �,^ r� i \ \ r_ \ ` 8�. r .T T `\-\ \ -- /- i/- , \ l \ _- '\ _ — \\\\\\\\ � = z_ \ III \ \ - - - t1� _ - d� / `,-. -%S i/ -Gam' " \ \" ^ - F _ - \ - r r - - - \ \ \` \�� ,� \ - c \\\\\\� �-nA�\I111 / 1 I l \\ ; r *- 4F - - _ 465> _ \ ' _ = y \\ :� - ' \� ` / I I \ �� m. � - - __ \\IIIIII / -' s - - -- tri, '\ L�'� z^- / - \ \\\\ I // _ / � - f/ \ \\, I < � \\ ��� _\\\ \\\\ I,I 1I\ / ' // t� / / ('"i I, \ .> 'l \ `�' q %-:_ 'Y OO K \ I / I \v\ \\ \\� � �\� ��`�>��=�i i i I \ \ \� \ \_�- \Q,\\\\\\ I1111 -/ �ci - , \. CK - 6 _ O / \ ❑ `� /( `� l,, , y \ d�5 \\\O\Z� �•, / l \ \ '� /\\\\� \�\\\\�\- .\�'--�G .1 ` \\\ { \ \ \ � \ _ � \\\\\\��\\\\\\\\\\ \ � \ i l� ,�1 �%'� 450-' - - d, ',9 I 1->. -q1 r \ \ da / I \ \ \ \ 1 \ � ^\\\\ v��c�- - /I �/ ^ B , \\\ . \ �\ �a� \\ \\\\�\\\�\\\, _ ":h_ _ ( i�! Y„ _ _ _ _ / _ 7 \ lr I 11 1 \ ���\\ �Q\\\\ - - -/J/ \ l,,,.\ a\ \\ \ \^'\\\\\�\�\\ \\\\\\ _ 46 - _ ��ii/ \ 445=_� - �' I ;,\\\ �- ), �/ ��, �\ % 1 -�/ d I 1„1`'\\ `\\\\\\> -- / \ '� �.'\` \\ \ \\\ \\\\\\\�\\ \ _'-�----_�` �_- - 445 1 \ / _ --=�j--46-- - / ��- I / ��/ / r- !11 , 1 /I /' �I,11) \\\,\ �\•,%�� -__-£ \ \\ __ \\\\ \ \ \\\\\�\ L. C" _ ,, 45_q, - ';, - /\\ _ _ _r— { _ _,s - -, �, �/ I I 11 \\\\ \\ f - _ - - / J `44 - / r / 0 \ 4. J/ r \ �\\\\\�\\\\\\�\\ \\\\\\ \� ��` ✓/ 455_ -, �� / -_+- I _� 5 / / // // // / - \ /,.I \ 1 ♦ \/41111 \\\ >` Y/ mow` \ \ - \\ \ ,��\ \ I\\\\\\ \\Q\�\\\\\ t '��" Ste' -may=/�iJ\` __ "` l/ - -/ --- I 1 ///// �/ /,/ �" - \'�j,� / \ l �l ! II" \\\ \� _9�/ / /I \ \\\ \ _ A ;- "M - - I I '`-��; - -- / / _ 'J- I1�\ I'1\\�II11/% II III.\/\\\\\\ / \\�\ \ \\ -\\\ 1 2.\ \- 119\I\\\\\\\\\\�\\`O \, _1450- �a5� =�%_- 35•_1``- �_ /l 11 `- _ ---- - � - '1c" . - - - - _ _ i _ ll l _ _ — — / / / I / - / 1 I \ I //III \\ // -t \ \ `` \ \ \ ��-:. �\\\ , 111\\\\\'�\\\�\\\\\\ \. I\ _ _ tom- � - "__ 1 / I \\ \ ` \` �;'- ---- ��' ' (-� I //( f / / / \ rl/ �n \ \I IJl/'l1I \ / \ \ , \ _ \ \ II `\\�\�\�� \\\\ `T�T�►' _ __ _ =445_ �'i:4Q0S :____�__ 30= `-��-�- �(l \ \\ \ \` - -"_' - -__ �� ,/ :.;\ / / / /I / Yf / //i���` \ rJ '/ I \ I 1( III 11,IIIN \�\\\\\ /l, //// \\ \ \ I �\ \\ �\\/ 1\\.0"x> \QR�\\��\\\\v -___==_'_ � '35�— == = �`���-�_ji\1\\\\i\�_\` \\� -i ce\= \\ / I p/ /f J / / \ k Ill II 1111111 11 \\\\\ \ If / \ \ 1 \ �� \�\\\\\ _ _ �440= _ _ -- � -_�\\\I _- 1� \ -_ c i- I I ( r _ \\ \�i- t I 6 \ \ \ I C\\ \\\\\\� ��\\ \\\ \ _ _ == �`=_1 \ -♦ w;_�� \ \� _/ -- i�-�-o.t>g 11 I� -1 / 1 I"col `'i/ \ \ \\ I I / 1 1,11�I\\\IIIII ,�\\y' /11 , -t- \ _ ` ♦♦ 0000\0000 \, \ \� -Q - -- \\-___ --- - ` / I // _\ 1 / II II III\IIIIII. \\\i,�lj1/ \ o\ o \\\\\\O.\.� <- \\,,\\.\N\\� \ SEE SHEETS = _ =4J5= �:/ F, , z- - `\\`s_=�._` \ `� _------- - ".�_ r/-://-/❑ I i i /F� I I , , 1, IV. ( , , r \ 1 �'L I II,111,\),IIIII t\A\,\>_,Illlll / p \ \. �.����\ \\\\\ - __ =4.i = BLOCK 13 - F - a _ I� -- - , �� 1' ". \ I Ilt I \ \1tn r f I\\ rY, I L I ,p` ! 1 I \ I \ \\\ <oppO \ \ dJ 1 .\\\\\���\ \\Q�Q\�\\ \ \' -== =_yU— -- \� y-�.'1`\��--_ �q3� �i- �_ __--445=_445� /i/ ////I d / I a l 0 +I /7-,I I \I IIIl�11,11 l//// ! a� \ \ ` \ \\\ \ \�\ - _ = _ /Si = _ ' ' - _ ,i /i" I< - _ O.� .11�-_ c - - - - - - _ ,i i/i / -/,� I I \ 1 1 , °o 1\ dg/ - / k4 I II II / IIII \ ` - Q O ° \ v \ \ / ° \ 1-..�\ \\\ - \ \ \ \\� \Q\\ \ _�__ q — c�c ? �rLO /i„ \ /iF _ l( ^� - - _. -425 - - - - - - s`�•=. q40!'/ //i i / / ii I �� 1 I I I ) I d., y�1 \\ \ \ �Y I I .1 // I 11 II I//1 11 \ ` -// / \ '\ \ _\ \ \ \ o I�\ \\\\ \ �\ Q \\\�Q� \• C2.2 •� _ _ - 20 \= d 3�-=.r\ �r 7 = �'. \ - _ r - - \� \ - 4�:� /.p - / /// I O "1 \ / I I II _� /, a lI \\ \ / -O \ I y \ \`- \ ` \ \\\\ \Q \ %--41S�_��_�'-�- 1�J.� __ _ \v ////; ��- 425�'s i- \� �4 0� ( / // /- / 1 , ( H I ,\\\ \ I / ( a % O/ / / II III IIIIII! -, / /% � ` \ � \�\ \ I \\O \ \\� v \\Q♦ J r _ d. �N" J-_= / 0 =--� / b- , : // / -- I _ _ _'',I 1 'b 1 '{ T 111 1 ,I / _ _ \ \ 1. \ 1 \ -� \ \ - \ \ \ \� '410 /' - - �-/ 0 f O a / I I II I \ \\\ ` ///// �\\ i./O� �Z'n� ✓/i / - 430=� +'Fa - / b - i / J I ! I ICI IIII' ° 1 / \ / q) /( 1/ 11 I11 IIIII 1/ I I -;,/-i// / o I \\\ \ \�\\ \ .sue. -. - /i - __ p�% _ - _ i _ _ --.- - + - 1 I%I P 1111 I I Ii- --` ��\\\ l /� \ \ \ �.�1\\ -�J \�\ \ C4.o C r F70. -'�.n ,--- __.%'35= = -'%'ram i d5 s,.::;: _ s-btn \ I l� vvlll fr / I\1/i!/1/ 11 /IIIII/ IlllllllQl I i\/i//i \-/ _ N'\�\�r\\ \ O\ \\Y.\\ \ \\ \\`\\��\�\\, \ / .d1y:�S -_ =425- ____ -- i4_-===_ -- .;.\ 1 I / ,g X, /1 I �l - J - - - �� �� \ \ \ . p \ \ \ \\ Q , / - - ./. 0%- 0- _ _ - - _ = =� = - % d�'S - - ` - �' I 1 // [j / ` (�1 i.y R / / r1I In 111 ur{ p.//,/ i' - r_ \-� �\\ \ - \ \ \ \ \ \ \�\ \\ \ \ \ \ 1 C ) - ' - i //. li?' i -/- _ �_ —43�- _ _?� _ - _ _ - _ 45 - O ' 1 �) i .. - 1 I /1 ) 1 • I. Y LO�K 21 \ Ir 11 1 I I \ --i /iill/ - �� �� - �� �\ \ o \ \ \, \ /'+ ! / ---/ % - _ -�_ _ - _ QaO% _ _ _ _ _ - ' s�"= ;450 - d6 /r r��" - I - // rn 14 4 f �-...- /., / j1111�I11111.1 / //_ ! / - - _ . _ - -\�- \ , \ \ \\ 1\ C 5 . I /, - ' - '_ i -// Zy ' - = 435 - - - _ _ - - - - - - i - - 1 I I 8S ""'V �Y'/ ^ IIIII III / `4i� 1) Bryan D. Cichoeld IZ Lie. No. 53741 � 1111112022 ef,j M E 0 M , N 6 N C >E w °/ E LL 1" 3 o w o w w m _i K W = m Q J U m W J-M - (n O N rnLLI N 7 ZI- mM � Q N X � ixJ LL 0 Q = � tiC N = U > m I- �N o� N N M a � � H M O = U H 0 w w 2 U a Z 0 In tY O am -`r.�= .-`ti���=�\�_ _"�\\ , oo \,�\\\ \\ \\ \\I`\\ I '/,,:d'--_/ �_- --_ _-�__ = 5�===-_ - �'=-o p ,-O /4701J I hf�`{� 1/IJ f l'/ ��l / l/// /kr_ / 7/IIINlljll III�1 1 ! \ %i��- � , - � _��`\�j \\ p �,� 1 \h \�_:: j- _/ 1. //--S/.�/ -' �` l/ / i_--__- i%_ / \ / b f ,�0` \ , O �' I r/f�I / / ///// IFIII / • --- / - - �\\\ ^, \ \ / \\ \ \ l N` _ _ - / - -/ / / ^ 1� 11 / % - �_i -� -�- - / 11/ f \ \ // ,1 / // r /� - -- __ \\\\\\\\ 1I. \ / -i,- - /-'�420=^\, \\ a 1�\ I I Lb.9---%�/, - =_ -�. -- °,. 1 / I 1�\ IP,T \ �./� '--- /` l - - --_ \ \ .1 \� _ /// / ,// 11. / / _ _1- - _ y Iu ! /C I _� i- _� - _ �\ \�� ♦ \o \ 1 / I\_ ,,-/, Ill \1 / I / f b--- / J Y/ / n %'%- %--��_�- =IJ"�`��`\� \ \o I II \ /r-\ �- _-_-/- o !//-//Z' ,--'�=-=`\f\\\\\\WII I I Rr/i = // _ - -,I I / f/ -- _ '-= ----_�_1\\\\ �\� \ 1 II : No\- - - o o� //r///� /j- /_ _-�\ )\\\o�\�\I 1 \I/,l ( /� -�_ - - D0 I r , / — �-__^\\\\\ \\\\\\\ �� I,- lI , ` ,////// �// / �' S ��� \. \�\�\��\\I\\ / r/ _ J-_ - _ �� d65 1'l ( \ ./ `� l / J/:. �I __V Llt j�// //(�j(/IIIII I,I,I \\II i _cc '-�- -2 _\\\\\\\ \\ \\\ - •/ / r / /__ \\ \ \\ 1 ��/'_� =t - _ _ / IS ( 1 '/4r� / / /J/<P /-//tC� //////l /'jllll IIIIII wm__ ' / --_-N. \ ^ I� // i / , / , // / '��\\� �\ \\ \ \ \ r .- a I Z4, / / -\'i/\\I I I / \ \ - //%-- _ ��\\\\\\O\\,��\�,.b, \\ \ - / //�i i / /�\\♦\\\ \ r ..�- _O c // o J J I / /1 111 V) Illlgl - - - \ \\ \\ \\ \ y\N r / /"/ i / / / ' / r �\\ �\O \ \ \ .\ \ \� �1 / " I - i // �'-�;�\ \`I�\',\�\� \11\\\� \a :\\� I /\ \ ///,�/�%' / %/i/��/i///i-ii_�_=---\=�\:\`\\o\\` \\\\\ 1 - /, / /T /-. , / - \ \il' WI I III- I - ,, / / � / „- - ��0�� \v �.` /)�r�\ _J �O \ �/, 4 - - - '�/ / \�/r / r r\I_� _y _�\ / X if / �,.��i.t,l f/�/ I11 1 I II _ �l _ /ryr / III / fll / / - - - _ / \ \ \\ \ \\\\\ \\ , 1 \\ \ I - i+X / / / / ' - ^ - - - - - - - ^\' \\\�•\ \ \ \ \ \ \ , / \k s _ _ \'n" /5�' f - / \\I Ij / // 111 !IIIIII IL7 -_ -/ / \ \ \\ \\\11,\� Ill llllllilll , /,J)II I/ ( /%r'_'''// �/ % j X j//// //� / ii// - _ \ \\\\\ \\�\ AI` r �`_-_ -' /, Ind/ S 1.. I \I ��\ I\ // /,//�/IIIII• I I\Il\\ _ 1 I I I I IIII II / %Ni II� l /- / //-/ // //,/ ///�//,//-//' /-_____-___ ���\\\\\ \\\\0�\\�\i` li , i�!' J �/ J / pI(//,////•�C 4\\ 1 \�----' / I I / 1 II II I I II% // I �11 /--,' _, / / / /--' / _-_ --_� \ `\� \ `� \ -J/ �_ 7 ✓� l / .r`- j I 1 t �/ / / J.. \\\4� �,-� �` - �, ,/_//- / // IIIIIIII IIII11 / "A� /- i- �� /i i //, /////i/i/��- //-- - i// ---__ \-\\\�\\\� \\ I OC I/ ' - � / \ '5 \ -_ I l - ' \ %I I1// \ < ~ ) __l_ j,. J l / I!!// //// /./ �I`\-,\\ \ \ - _-/-/ /// III I 1 I -/ - // / /ii� //// - -_ ,,yam\\�\ ,_=, . ..G� \ h ( / / / \-� 4j5- Y� �.f'���s '/ S \\ , r \�\ I /I/ y \ ` / / / /_II�//% l I//�,yJ 'R \\ \\\, __-_-_� --- '-- 11 IIIII III 1,1 1 (// �, I/ °'ll(//�_ i - �/ - ,/ // ,/�.//////`//// � i i �_�_ __I,-\��\\�� y> \ \ \ /T `�•/ -.� �� ` \ 1 OJ �/� �///f/ i /' / /�/ /// IIf � I11\11 hn .\`- \ //--'!� �--/�Jii /,I II I,\lK\\` p\ II I/ /ice �- - /////�/ , -„ / _ �_ _ \\\\\\\� \ ,\\ \ \\ - � -� // ^\ _ 1 I \ O I \ I // / , �L. /1/ / Jl I/f• I I \ I\11 r % \ \ I � I - / _ � / "' / / 711 / / i -I _ _ ` �`- �O\�\ \\ � \� \ \ - \V\ \ 1Ll - _ T J I I + - - /\ I I / ///r \ \ _ - J / / / M i' / \11\ I -, \ \)1I/)1�(r-/"- /I,ll11In\\\\. (IIIII//// _�5�- / '/ / Ji--'_---------_�\- �,�\\\\\�\\\-\\\ \\ \\,I"'rII �i-/-Q\` _- / Irj.t��_-V - 11`J\I/ ///I \-_ - %/J/�//�///l' I-.\\I\ICI \` , / //,/� _\Jc --// % �j/ /I/ll \�\\ \\\.XI Il ll Ill Ill /.///_ ii//r// �i/,�//i / - � // - — _ �_-_�_� \\\\\`� �� \\�\ "\\\\- \ ,\ I-^I� r \- _ / 1! 8 '�5��\\ /// I!//////- \ �_ lam% =�-=_ %/ /iii//1/////�/I/ \�\\� All ���--\\ \ I / ,,//__:_- �\I\� // -/i 1//J )\\\\ \ \ I d 11,V9� /I If c - i / „�t1/////y/'� / / / A>� 1-- I \- �> \, \\\\\�\\ \ \ \\ \ \ \ \ I / 7�J ' /` BL �K 2- -P \ l�l r/ ( /ate- ���__ _ = / i / �/J /I/rI1 \\\\` V �\ \\\ (�////%--/-- _)//Jr/�i,-%/j/d/ \ \\\�\\y/II IIII \\\\,I,/ \ �//i,P//�/� {�,// / ,�j/-�// -- - - -- `_-_� ��\`\♦\\��\\��� \\1\\� � ��\�h\\ \ �, 480j--- q �,� �I (/x\/\11111� t �/i-- %�' =.a. � _ ///,i/11 \\\ \ \ I ) I / I,///,/ 4"';;- � -fir // /6 I- \b\. 1 II� \\I 1 1 _ / / / PI / �/ /_ / - - - - _ \ \ \ r ! _ fJ l l A / `I - " -- = _ _ ,i - II , U I / /// --�� //// /1111 I .'Iy \ 11\1 I! // / / // �- -- --___; \^\\ �_\ ,1�\ \\\\\ y I / / r 1 \ l\ \I l 1111111I / \ _ -- __ _ J / / / ' / / / \ III I / 1 I / / / p -O_ _ - _ - � \ 1 , , \ \ / / - - _ - .�- � _ \ \ /////�j/,/i /iiiii%=� �_- -_� �/ 1 II \I \1 I ( �J(/ // / I // /f/ /( 4_ _ `/ ^\ \\ \ \\ \ 1 _// \ \ \\ I \\\\=i���%�__- /i -\\ r \\�\\\\l i // // /i/ //ia//,//.-_-_(A //p�/ I ( \\I lsldl\\ III\I\ 1 t//,`/ �(� �) f/ ,,�/ /�/ .n_ �_— �`��- \ \\ \\ \ \ \ \�\ �� 1 ,LL JJ/ \y��IIIII ,\\\\�—c--- <_----� \ \ �I \\1r1 �i,//////ii/�ii/i//i=�-�<_____=-�_JiY/ \lllllll III IIIII 1l' ) 11 / /// , I/ /r\ J1,,2'� I!l/\�/T/(,�li-__�+'i----�k�-==-=�____ __�� \\ �_ Y�\ \\\\\\\\S�li"1 �:` .�: .,�Y/ r// /�-�r-L_I �111r-fvi1,\\d111 o(h\\\O\\\\\1�,10\�_--__- �� �\�\\1J I Iln�\\\�Q\,. //// /� / - I I II 1 I I I / / I� \ y TI \ / )/) l I ��-- _ — --- //// - �/ I O /%/ / 1\\ \� � �c�-� -�•`- = U 1 \ / / / // I I 1 1 r __ _ -.t __'y_///pi, / /i i/,/-��; _ =_ = °/'/' \I1\. I III \IIIII (1I \ \ ) I I 1 X _ - _ _ / II i_ / / 0 >\- ,\ _ �w�c _sue_-- \ = 1,\�\\ 1./ 1,1 I \`1\I �A rJ///„,/�'-- _--_- n1 \IIII IIPII111 II\I\\ltV\(, ftJ 1,/ %,/%/./,J//// -- - - �- - -=�JJ/ J BLOCK 7_ 1�I /// \r(,I\�.4` '` __'ems=<=. \1k 1\ _�,j=-J//-l�/ai/bi-5 �;_----''�/ / IU\I II, IIIII I \ \ \ \� /I//,/�'%r \r%ll� J1 Orr, / r0 gyp.---�-=-"_ `_/)�� PTO-/v./ / l / I I�f ///�i o\ \IID��'."{_��. .�� r=��-��� WI\\\\\\,\5n IILIPIIIIg11\'� _ ;; __/� /;/ -------' n Ilb,\I 1 \ 1 / If // I fr I _ - - - �A SEE SHEETS \N 1 i////,i / /=-.%-1-��-0 /t mil/ \ \\I \N\ / ,i 1, -- �___ �i y4J \ '_ c_"-� \I\lJ / \ 11<\\ ��J-- \�\\\\\I j=_= --i/ /- --�i - - _ /11 \ 1\ \ 1 \ f)' / / ! i)/ // /r \ \ -r �I '�i �`�/T��\ )�� >1� \�_/ �`-' \\\\ f111111111 h _------_- -- , f�ii/- �/ �4 I b\III \ \ `� \I\ / 11 / / � ' I I( / f / / , - ._r.- � - �. D� / < /-^-- -,- r / \ J \ ',\\ \ �_i-�`� � � \ II I 1 ' - --//i / �i'/ i i _ - - - - - - ° ///- 1 /I% 1 1) 1\ \ \ �U \ ` /r / ! / ) r// -! / / \i �T /i - _ r _ _ / ,r / /i = f 0. - =i _ �I \ \ \ \ \ \\ ) 1 1 1 11 111 I P i�''--ic==��--/%//-J,,,/,-,-, I J'i ////I \\ \`\lrl�'II1 I / 1^I II\ Ni\ 7 1\G-r -�,\\ / _ _��_-I `- ) -/-f ///- / ♦\ .dSr I\ \I C� / -\ \ \\ \I^_ _ \ \ 1 1 7 / I / l / .� _ / - �1 _ II , I �// I �\ I\ \ \ \ \ _ -� \ \ \ \IIII�III ,I I II 1,1 -� _ / -/ . - A \ I�\\`II \1 _3 / ` `�y - / `\ '- / Q\ \\ r 11 I _�r'I 7\-,� \\\`\ C�.�(\ \ _ ,\\\\IIIjR /l/l I� Ill,rlll , - .,� „ /' °% 1 \ T' _ / , . I / C2.6 \ \\\ , ,I,IIIIIII I r I 1 8�111 1! \ \ \ \ �i / \ Ir \ �� / \\\ \ -� \ \ I IIIII IV / 1\ ----%R ---=ice- // � r , I \ \ ♦ � r I ) 4 > �-<-1--1 \ � - - / ll C 11 _=�;�/may;„ -- -'>, /ice -5� A III I \ \ \ \ �\ \L\� \ \ \\\� / I i / ! , \ r �- 'J ` \ \ II III �_--/ _�_ - / _ p ) 1 I // \ \\I \ \ ��\\\ \, ( \�\\ I 1 l _ �/ = _ 't" °•\mil -: )-i'/ + \ \� \ a+-1�Tj, / T- C4.4 I \\\�L\\\ �`� f'`/� \\\ II I II II I IIIII 4 %3%/'� / _ - - 1//./ J II I11 1 \\ �\ \ \ \ \ \ \ \\ \ \ ��\ \\ \ \ 1 1� J / -/ r - r /// \\ \ �rn III 11 1 // /i^ / \ \\\\ \ \ vC\ ,\�, 1 \ IIII�I��lll \\1\\\\ \ o \ I I�/ ) l \\`_- �\\ �\ T\,\\�` k\\\ \\�\ \❑� i'� �\ 1 r /� _ \ "�-� // / / ���,, I ( I�( ` 11 111 1 /���( io � ' ' - _ ' `n \\ / I// I \ \ QO \ \ \ , \ \ \ \\ \\ \ I -� / / //� \ I 1 i 111 1 1 `q \ \ , \\\\ \ll\\ \\ \ \ \ Mom' l 1 ! I lllllll l / 1 1\�\ - �' '- 1 /O) I I "I I ° l _ 1 'f C\ \ f I 11 1 1\" �_ C5.4 \ �U\ \\ ` l J I I IIII I I / i�llll/p4� J I l I 1 \I\\\„ o / II /� 1/ , )\ y/,� :�\\ \\l\ \\ �\-' \\\\, \\\\ ` \\\ '\\ \ 'L•1� S / /- J f / - cp \ \ 1 I1, "- a / o=�-0-o-o_o.o'Oo0000000000°°°, \ ,- // - \\ \ \ ` \`\�\� ` (I \\ 1\\ J \ \ r i r i c d_- _ \ r / _/ \ o / i\ I I // 11 I I/ J //i/-- / ice\ \\`��� ,!>\,\ �� �� t I)\I 1��\.f__` C- \ I \ --- / / - /�!///,/ II Ill///////�-,,'i - %),i/� \)�-//- b, /�\„�\����\\ \\ BLS CK23 J. i\/ --� " \ {�/ /--'__'' \ S I \ ! \\ �_ - - 1 \\ \ I )lI \/^��\ /\ ,\ \ JI 1///////Ill Illlllllirl W 1\\ \\ a`\ /\\ I\1 lull/ / , I I, I I \ 'i' I / , �! // // // % I I , /// � / /i �i / %-_ = r = , / / l ./ J / � // - , -i r" - _ �� �< 1 1 1 1 \ \ \ �11l ) ..T' I - / r- - `� I, / /L / / �- - - , \ \ 1 1 1 \ / 0 I \ \ � � o \ - �. \ I / / , IIIIIIIII II 1 ` , III, \\ \\ \ /�r //��' / l/ 11 / / /// /i/-- , „- J / - \„ \ \` / / �� -�/I 1 0 I I \ I ,\ ,,,\ \\ \ 1 1 /iU�//// l �' 1/ 1 N \ i , /✓ ,p� I t // / //, J / �' �, ,/ "i Si �'-,/=�i^^� \ \,\\ l I I II \�-}' r�.�^/'_�� Y__ —r /Q / / // i 'Q11 \ I I 1 �'' / f I` d.y, --t /\ �VVf\ 2 I` \ \ 1�1 \ �rl /,/ l'� \11111111( ( IN11 \\\ 0 1 C ,// //�/ �/ // 1/ "W/,/ �/r/// ,_�_ /,/r ,j"_ -/,- - =))/ /// l \ ,'f J/ , T- // /i/�__o�� I ' l \ \/ v` - \1 \ \ \ \ ,t *\ /_ ci`� I // yql 1 \\/^ l \��, / l //, //,i �i_ ��,i,//% /' ,/-�^�� i/ \ \> 1r1C-) II / \`'^/LJ / , %,/ �-ol / I\ / it \\\\ i _� ,I .\\\\ \ \\ \\\ \ III\\\I\\\\\\II 11t IIIIII IIIIII I it \�\ l /. / ,, ,i/ / / // ,- / -„ /%J, "i �- / , , - i ,.III \ K t / I I r r �' .( % I IIII( ) \ - I /\\ \ \ \ f / \ \ , \ L ' 1 II I - \ l /// �l / ��, /,, ,/ / / /, / / '�/ / _ 'r i \ I II - \ \ \ _ _. \j \\\ . \` !,jam \\ 1 �\ \\\\ li I \ / // - , // ^(. �.1 ✓- /.. \ \\ \\ \ \ \ \r `\ \\ \I III 11111111 - /� \\\ '\�/ / /� // /,/f" / / 1 , /i \ 1 1 I Ill I I 4.1 It l 1 4 r '/I ,.\ / II \\ _JJ- _I �`t ,...--'I \ , �1 \ VIII/ I �,I II q �ji, 1 ) �� / / «1) I I \\\- / _ ' \\\\ \ \ \\\ \ 1 \`',�\ ll I \IIII \\ / / -i/ / / / /i / / / r/' J / / / / \ '�/` r ' - \' .rY\ y��-�` \ \\ \ \ \ �( \� \ 1 j i ''i \ p I 1 I I I illillll'7-I' 1 �\ \ I l !/� / / / ( / r ///ii / ri / /J / ICJ ,�//�� / ' 1 �i / / l I ( \ = �'1 / �� / / 1 \ (! / I I I l '� _ � \/� A l \\ 1, , _� \ \ \� \ \\ , \ �) 1 p � '�,1 I pl I I / 1I Ir I' / \ \ \� / /1// / // \ 1' , rr 1 rr(/ , ///,/////, r/,,, I 1 J I I'Y\ i \ l \ // j,/ / I 1 y 1 �\ I r, (� \ / /r.i1 �l / / /i//i \ f'`.- _ <-4 4�O\\ ��e,., �_' r) V= a"C\ \� \ , ` . �, \ • I l \ 1� ry I/AIIIIW \ / j \ Y III 1 / ,y/ r! // / ) / / �Y ' ( 1 ('fir \ 11 \\\ \ 5 �. \\ \T--r�' ♦•/ \ >� r ',\ \ _ �. \\\ \t \ \ 1 111\ - --\ / Id j1i01I11 1(I 4 N \ \ / \ / /`)�11 I I I I \ Il \\\\1 �\ !/ (I ( / 11 \ \ / / / yy-! \ 1 I l h \K / / I 0 cA \ N \ \ < < r /- /�/ /IIII / / - t\-d �f \\ \�\\ y\ \- \ I \ \� \ \ \\ 'N: 1\\\\ ", ,\ ,1i11 11 1 I�./ /llllll� � -) I \\ \ / // / I 1 0� \\\\ \\ .� \I 1, 1 //) , /� \ v/ / / I I\ \ \ \\ l l /1' \ \ // / �\ , \• '\ / \ �( \ \ 1 IIII 1 II{{1/ I- 1 \\ / \ / �, \ \ �\ \l )1 ,� 1 1 /r , f iS \\ \\ \\ ,I ) [ I \ / \ \ 1���1)/ % / Il//\ \\\\\ `\O_ \___� F_ \ /- `\\ �� �' , \ \ ,P r \\\\\\ \1,'/ III 1 '�Illl ll_ Ti•lll \\� I /_ II\`�+\\ \� \\\ I \ /) ' / < \ \ \ \ ( \ I \ e \ 1 ! /'� / ( 0 \ l \ ��LL / /�/)/ , ��/�\ \ \ �_ \ Ii- I \ _ \ J J / \ \ / \ '�\ \ _ \ \ /` I , �, \ III IN �nN f/ \ -7 \� \\ I \�\\\ I , I (, / / / 1 1 j S r X Ni \ 1 \ < \ l \ l A 1 / \ ~ \_ % %/ / \ \ \\\ \ �' \� \ \ �- _ $ I \ � \ \ /1 \� l0, \ 1 \ \I I I IJJ\ I / I �d1 \ \' \ I , )I/�I \ \\�\�`\\���\\) \r/, ,l I / \I- I ) 111 YI\\ ? \� I ) r rl I �' 1 \ I I �` // / \\\\ �;y- �� \\\\\r _ o� I�a� \��\\r1 )1 �'\ \\\ 1 /'IIII 11l �`� / IIP \\\ I �6 I „ \ 1 1 ( I 'd , J // \ \ \ \\ \ \ _ \ 1 \ (( /IIII'' \\`\ \ I I _ \\ \ \ \.,,V I 1 1 /' \ ♦ \ ,I c/Y \ \ \ \ \ ' / a \ ` \` 0. \ \ \ , ', `� \ \\ \ \ ' \ , \ \ , / I 1 I / / IIIII I \ \ \ 1 I'vl 11 \\ \\ (� I \ ❑ ) f \ 1 \\\ / \ / ///I ll / \�\\\\\ \\\\ n,'\\ \ I \ 1 /� \ \ �/�` p\ ) \ ` �� J'� �/ 1 I - \� \ �� - �•�0: 1� \\ \\ _ _ �/ ! \\ ! \ 1 .1� \ \ It 1f 8' •l 1 \ \ Y / I I_ �\ /fi \ � 1 1✓ I ! i'�C t - av , , / (;; ' \ \ f� X J, i�/ 11 I \ \ l A \� /" , ,I \ \ \ \ _ �/ r / I 1 \ i , �- I _'�'! _ n \�� , � -L �I. / \ c / - \ \\ I II 11\ \\\\l,1 1 Ir' 1- \ \ \ / \ \ \ J //�11 \ I [ \ _�l 1 \\\\ \ J'\\\\\� \ \/ \ ♦ ` I � � 1� }, \\\ / \/� / it l \ , \�� \\�-1 \ \r .\y �, \ \�\ ) �1 I` \ ` I 7/IIII\\ IIIf -_) `1 \ IIII \ \\ \�\\�\\�'�\ \ 1`\I/ l �\ \ \ \\ I \ 1� \ \ \� ee,� „1 / �rIII I \ r� ,`a \\ �- -\ \ \\\� �/ \\ - �'� < \ I I \ I / II \ \� \\\ 0\ \\ \ \ 1 - \� \ t \ \ `\` . / /�1\ Ir, I \ 1 \\\ L -1� I 1 A?�i- - _ /. \ , \ \ �I I^ IIII / ) 1 1 1 I I I \ \ I I Jill IIII 11p \ '1 INI \\ \ \ \ ` ` \ \ \ /1 \ I 1 - \ \J I\ �� �_ \ _ ,1 1\I\ \ \\\ \ ice' r_ J I I / r- / 11 , / �I I\\ ,\ll Ill ll 11 III 11' ,I' // N \-\ r ' ' i \` \``\ �c `�� \ - ❑\ \\ 11\ \\ \ \\ ' \ \ _` t • ��0. _`�\0 fl "'.1 \\I \ -\ \ r \\- C_ I \ \ II , I I / // I I , I , \\\\ ,,. \\ .!C .Y \ \ N \ _ _ . \\\ \ ,�- \ , I > . \\\,,, BLO K 31 I \ , \� \r Ill, I 1 1 I I ,/ �) //I///,IIIIII�1116 Illr d(c -- -- `< / \ \ ,\\v \ ...YYY \ \ '-\ / 1 \ 1 - \ ( \\- _ /� I 1 / •r \\ \ ,I j ,\ \ l // l I I / / uu' 1j I \ 111tl / \ \ \\ \\ \ _ \ \ ) \ \\ 1 I / 6 -� 1 \ \ \ 1 I / / / I {I/ IIII ` \\ L \ \\„ \ 1 - _ r p,� 1 ,� j\,�'J \ \ a , ), I/ / / , I )\\\\ I (_- \\1I I IJ. 1� lY \ \\ • r /r^\\ �I \' , ll� I I r l II 1 1 J1 //// I III L 1 — \ _ , / � \\ 1 \\ y.\ _- - < \y\[i\ \, \-� �' ��_ ,\I\l \ 1 r \\l) I - _S1�\\\\ / \ \ -, ^� // I I 1 1/ 11IIIn ..11I / , \ _- as C pn� \\\\,, \\\\\\\ \ \\ \\ '\� _ _ \ \ \ y 4 I \ ,\ i •\ �J� -- J ) I \\ \`` /^.� \ \ < > �IIJ! I I I I \ \ - /' I yIt' , / \ `\ - _ � l . 1 �F\W'l\ _ ,' _ ._ / %" / IIII ,� I\ . BLOCK _ \\,\ \Yr 'C \I - Illy ) 1 14+W I/ I I'/ II �I \ l _ _ T \" I- - J \ I I / l l ( \ . \\ \ YYy� ,, \ \ \`4 l I I 1 f \ �I fn 1 \\ \\--� _ \`\�\\ ` 1 \\ \ \ / \I\ \ ��\-- ��\\` ,�,c /" b \�// III /r 111\\I \_ _� � 1- \\\\\ �=-t'//'° \\ �\ 1-. _ �/ � 1 I I II / I / /r/�I,r/ IIIIIII� �( \ \\ \ llyTr,,1 \_ / \ \O \\\�111\`\\\( -- - ��\\ �\ `\`\`1� \� \ `,c'♦ 1 \ �4ev i� 7 I _ _ ,_ � \ \ \ \\ \\ r- / 1 I ////// / \t \ ' it-," \ /\ Illr- \ \\\\ \\\\ `� \\ Iin \\ \ \ r \ \ \, \ � / /l1 l�I/\\\ I III l' - \\\�� \\ \ v 1 i` \ \ _J// i II I II / �j/ /// l// r II \ .%\\r 1 /.-< \ `�I � � \\\ ,\\\,\\\\\I\\\\� Q\\-_ _ --\\ \\\\\\\♦ \- \ /) \ 1\ \ ) - \I \_� f"r ! ./ �,/111' IIII\\\� /��__ `j- a/ 4 v - �" . �:-- / \ 1 1 \tea - -_ \ \ ° `� I \ �t /\ / / /(f l / \\ \_' '� �\� \=("\ �`� \,�\\�� \ __ ' -' /- /Il I I'I I I''/!/l�lll�l //� \\ 4`1 \\ \ \\ \�\\\\\ \\_c 7 \ \\S,\ ,I y, 1 - , - \ 11� �\\ , \` 4 \\\\ \\ , I� ( \ / �1/ / I ( / /� P\ \\1)AQ \ _ _ \ `� \\\\ \ \ \ \� - _ _ \\ \ \ \\ - \ d► _ �'� - - % \ '�% - 1\i✓ \ \ ,/ /I� I / \ 1 - \\\ \ \ , I , ` \ \ 7� y)/�/ /r 1��/y f l I I 1 I / �l ll`\II1�_ \\ Il I(! 1 -= I\�\\ \ I /;\\\\\\\\\\\\J\_-n __ \` \\ N. \♦\\\�\�,�� Y N_ �,_ I - /�/,/%//� =�== ism \ \ \ �! ( 1 - /• / / II IIII \� \ - II f ��'-'1\\\'-- \\ --' \\\\\\\ �\�-�_r- \\\\\�\\\\ \-lam _I_ \�\_C --_\� //ii/f\\�_�—/- \\ '°�\\,`����I \N. \_-',-/(/ /•c /IT lti \�� 1 II I`� \� /- -� -�T•. 1 '- �., \'\\.( I / �%% -' \1\\\�\\\�\�T _�_��.'-�`\� �, � /� -i /�/,-"' � \\=`-I,/_ -\ �- , \ \ \ _ \ \ ^\`\ -%, t /////J/ /lll'�1 / / \\\\\,\\ I I11�\\ 11 \ N. . � \r'R \ \. - , -- — � . � �� �\ \ �" - - - - � _ . \_ - , - / r _ \\ \ _ /� 1 1 I :fit I / / 1 \ 11 �� 1 1 I \ I \\\ n I DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=100, lcz M m UW Q / Q I L uJ w 1�r' 11 Q 1 � LLJ w m \ Q0 O �x }L0 �W C) G VJ o Y O"0 m TZ Z) ,O V / JOB NO. 49821 SHEET N0. C2.0 6 c m > c 8 t u ' c 7 0 a , N , N , r m s N a , N , c O N 6 3 c (L 0O O x -Z 00 o m c m - , w , . m a0 0 X w O 3 z„ O � a 2 ro F ° or U3 n >m Y 2 h m o 016 _0 h I, = 12 0 , = ,M p M a 9 Nc m 0 w o m46 , „ a 2 M M = O m ° a0 0 _ L 1- E \------ -------------- —/ SCALE1"=100' �111N\I \ \\ 0 100200' 111\I�_ _ _ �� / / / / -Y- ; 1 -2 \ -- �--------1-- - rL�NH U (§Rtl \\ \ \ \ ,,[ \ / , / , , , , •��- 11J/ ' I , I PHASEif = _ �-�X 1-12 \ _ /, / il/ \ \ ��`. Cam,/ � r( -f'_/ d T / - -r-- j � 1 \-\Z-^y- rw,.,'� � _ � ' _ �• � �J _ _ )\\J\\ ,/1�� H_!'� / (! ' BOCKS100022 �_ _�_�_,� �\\T- Iff SDP202100035 \ MANAGED // 11� SUB202100079 STEEP SLOPES �/ I\ p Il I // / ! / J , / ,( \ / _ �'/i�i� C\%\\ (TYPICAL) / //1IIlj / '/ ,'i/ , //// ' '' // I PHASE 1 I I/ �/ //\ \ yll �/ 0 %��� // _ // I 1 / 1 / / I I , // /�`� _L /' II A ��-}--�-�,V' I. / I BLOCKS 9-11 " r F4— _ \�,' WP0202100004 `\ / D II, ==� `�_�r_II� >J\ / / \ ij ! / / / SDP202100006 \ T L Ili ` �X ji /i/GATIO / /� / I ' (\'/� / ' _ ,kNITNE&SE. \\ \ \ \ \\1 I//� r 1 NElGH80 c \\�\, �1�1'/ ''Illlll\11' ////SUB202100011 / 19�rK1'1 1 1I U/ll 11\4/I111111 1 I 1 \' ' '/ i % '/'�/// �l/ /// I// II! //l>/ ,-' / '/ / // ' �'_� Dl T /� \ //��///%�i'r// , r _ - -_� li-��• _�,:%/\\ ` "I11111111\\\" 111j\\p\\: __% ii i'i//;// �.//.�'''/// I ' /l /l�'/: \ _ /� -/ e / {= ' \`\\\ \ \\1\\` I / / ll / // I,/ / I 9/ i/111 - -_ __ -- ---- --- -------- --- / _ �\ _�_ off I //i'/'j'i%/'j'//i/'// / I1�11 / f l ,/ / // / i -= .0 � �=� I,II I .I \\\ \\\\\\\` \\\ \ \\ \\\\\\\\\ \\\`� � `_--_-�/ //, �'i/� ;�'ii//I/�///!'�//III. 11/ ' / ✓f/!( /! ��'/%r./ _ `,:< _ 4 _4s_B-- � -_ -_ ! I � - -=-_L -- 'i ' _ � _,v ..:�� � _ � - _ - , \ , 11 \ Ill \ \7 .Z`ems ; _ � I' _et• I � _ _ ! t � � _ � l \ ! \\\ . �'%�/xi!'j''i,�//'/ III � / / ''i /j / III\\ I// I // ,���,�///I\,--�•,1;/ -r �! \ 1 `mil_ n I / .�\ \\ \ [ \\\III\\\�\\\\\� \ \ \ \ ♦ \ \\ _ _ / //� // / / / ( -1\ / // ' . — , R ' r -. r sr I-. ✓ /L r r r r r rY \\ /' \ 1 \ 1 \ \ \ \\\\�\\\♦\\\�\\\�`�__ /!/'','//////' III_II\ 11 !/ 1/� �/ d/ J/ - 'Jc, -�.r _ __ ____ _L__ __ _ _ �.`�- $� - -/� ,�� '_,.,Ili I \\\\� \\\X\�\\\\NV A,\ I !/� \`�Il\\\�\\\� \\\\` \`'�___�'M�\ --- � /'��/,,,/�i� !'�i�,� f_T/f/ � \�� rn•' y \- / , _ ! \ \ \ q__r =__ �y �(� - j\I % �0 �\\� � _ � % / �� ) ;\ \IIIV \\ \ \ j1 /�1\\\\\\ 1 ( >/\(,, VILLAGE 3 I „/ \ (�il`\\\ \ ,r-I-'J"y1 \ \! \ ��•c'' / / ' y)\ ° ` \\\ - \ - - - - \ - \ J / \ --\\ �v'\----J _ . -- \ _ \\ - „h_-_- ' I 3 475 I I // / Ij\ I t / 11% / r / \ J - - - - -7 \ - - - j/ / / e� ' , J h \ 1 `G j \ \ \ \ \� \ `i = i _ \ , / \ 1 `' ` r� f I / /'/ / / I VILLAGE ;� ! / PHASE 2 - _ - - r ---_-- _ - _ .--� I �� - __ _ I I III ( I � , !t\/\/p ! I � r �4\ �� ,/ I � IIIlJ III/ I If ) (THISLA ) /- - k \ - _ �- _ � 1 I \ \ \ ` I `• 485 P T P N `---�\ \ �470'-- \- , 1 \\ \\ \\\1\ \\I1111 \\\� �� \\IIII� ` j / � �.�\ \ - _ i / i % / ^ ' / \ / / I / \ 1, , \,V _L �+ I\ _ f ��` Yr I\ 1 \ `.�\ � \ ` I I 1 1 1 I \ \ v ✓ '�,I�'�'(�II -/ � //� �`J � �, lI/�JF VILLAGE 3&4 �lv/ `.� - _ \ \' \PHASE 1 ( I' \ I WPDXXXXXXX _ fit _ -' / '' _'' _ _ - i X \ J /. T I��17 -1 I I-�-\�(� \ p \ JDPXXXXXXX _ . - - s- - i�� = j �I\Q \ \ ✓ •! `\ �.� / \ \ I \ \''! _ // / ` i ���� / > \ ``�\/' VILLAGE 1 / I _� SUBXXXXXXX \\ II\ I `� I / `V = -�` WP0201900062 I 11 // / '. SDP202100019 a / 1, If i Il i SU B201900174 ll/ if 1 11 /II IIJ / 1 I \ \ � � r / I l • ,h! 7 1' / 1 _ ,-' � �_ �i / I \ _ � -- � _ / b O ! , /i'j�:(\/! ,j / / I 1 \ 1 / j , / / �'°' p _ r I � 11 \� _3' -_ _ _ _ i/ If III I I / / II ' PHASE 1Ff If I I -`. .'` .'/^ ,, ,•`l/,ly K445' --//,'�\\\ �- __ . (;Lt,,/ // _'„ �� cp \ i 11 / ,_,' , 1�\\. \\ ,.� \_-�.. < �VILLAGE2 ='�/ 1' /// ��/✓' / a ' /` _-A5'l _%� _430 —/i / �� ,':/p� '/ /- / ---- ( f ,^ %�� II ,�(14ji�o �\\\ r`Y\�_ ' WP0202100038 i/tJ'�S V SDP202100090 II /'i//,/,ice jL1G5 �/ -, \�- -35_/i ��%,i/��'C-_;IIi,,!'` /y_/e ''_`W°,� I r' \ �\�\V^\ \\\ \\\\\\ \\ ! \ \ \ SUB202100128 / ;` bQ5 �/s_ , AkpL '� / / , / , - _ } s , , _ , ! \ / 0 1 1 _ \ \\Jc 111\ ``/`' // �/ ' \,�\\ • \ \ \ , \ I I \ I' �I' /- !\ Ktih,/,/,,//ncJ ((/i/ \\/_� \�� ��A-yam ` \� i.c ri - \ \ \ � _ ' r /i /1� \ v \\ � = _\ � \ � ` _ � _ ,�i - \��1� - � n`\ � ` b X Q - \ �i s � \ \�� \ � \ � �� � \ \ //� if✓1� / ��iS.� \ \/''' \ \ \\` \ `_� _ �_- _ , ^ \ /,/, -.��`\\\\\\� O,__�--��_\\\ _ __�\\�\ J r/ OF, �I _^ _ \ \ \�\\ \ i �'L�` / (� _-\�\\ '425�-i-�=/�/\J � X. 0:;; IN, � �� � \' ' \ — \ " � r ' < J . ✓� �: r / //, �/ / /^ ��� � \ \ \ � \ \ \\ � �' \ _ \ \ \ � � . � ^ - mac/_ \ / FUTURE VILLAGE 5 - f CURRENT USE FOR y _ —_\ \� TRUCTION STAGING/ STORAGE _ CONS IIII \\ \\ \ \ ) / \ J \ \ \\ � \� /� / ' \\� \ \ \ �. \ 1\ y\\ ` _ j' // Ill / \ / / / //,// u6s\\ I I I I' ' �- \\\\ �\\ \\\\\\\. \ (, _ I f/.\ , \\ �_ „Jr, l,r,l 1, /';; /', ;yam, �/ / / ��/,���; _- ,, \��� ___; ! / \\ �� AREA OF FUTURE ___ O\�\ J / _ _ \ _ _ - \ \ I \ \ I® 9Ti.� ' - % // III / '/ '% //// / ' ��' ' / ' f ! tt ///f/�( ✓ /'�' \ ,(y 1 I \ \ \� �'r �, - - \\,\ / \-- \ \\ �_ \,.\a �t ( ,'_ '/ 11 I I'///// '/! /�%� f/ //��' �/ !1j'(' ��'"i' 3/ �i'�/''�- ��\ I T� I I \ \\ _ 'iii�- \p \ \ //i I I I 1/ I \\\\ \\\\\\\ ; . _ -__\\, \\\ \\ ,! /,� /„�1,,,,,J1, ;��/11 ��,1�� I,�,��,� . ;_:__,�\%�_-�,� DEVELOPMENT / - —_� =���� mt \\\,��►�t�\ (\ \ 'I\\\\ �\_�\ 11!\ `\i' __-- \ \ \ \ i\ / /,>I� Y`\\`'�\\ \\\\ \./\\/�j I t wig ! ( \I \\\ -/ \ �� \ l/Il\ ,-�/ -/ \ \\ ( \ \\\\\\ \ \\Il rl\\ NT \ S�"�1 /�II11 \\ \ \\ \ \ / //, % ,, r _ i/, - - - - \\\\ \ \\ \ \\�\\\ III' ll\\ \ \ \ \\\ \ I I 1 \ / ! / I \ \ \ \ '( IF F'�%� \\,I\/,I \\\\�\\\`\�\\\\ \`\\\\ \\ \ \\\� \ \ \"7=_ _\ %'�/ ___`�L` , _,\,� I / / ^\\_� \ \ \ SJ \ 1T. \� \\ \\ \ \ \\ \ \ \ _\ - / /' �/ �/ i' / _ _1 \\\.�� \ \\ \ \\� \ 11 // �\ \\_- ,/ , / ! //, /, J11111\\\ / / \ \\\\\\\\\\\ 11 1I IIII�//r;_^\ \\\\ i///i /,�//, / / , / /i I l \ 1 \ \\ \\ \ -\ \ \\%�\ _ - / / // / _ `- / I 1 // \.-�� =- 1 ,,//j/J\\ \\-����`�`� \ ///'i/'� 7 '/il l \ \ \_ _t _ -/�i^✓ �\ '//I/11/__� / / \�1 �1 ' \\ \ // \ \ \ \ \ \ \` - // _ // / / _ _ _ _ / / \ \ I ! / / / / / / \ \ - •. \ / / / I _ _ _ \ =-\�\�\/''ii �'/ice/= "'_^, / \ \I>\//�i���%�i//Ii_�% Jj ,�A, —7 'Ill\\\\ �\�___ /ij�J� /////,//�/'l/ I/I/� \ ��F_ `1\r-\ Imo`(\ O \ '�_`-_ Xz C Y ' '/�/\ r/ /J�� ��_ ,Y�_ \�I/ ✓ I ��� \\ / \� i� /i i /� -'i _ , ) ////// / „ i /�i/1", rlGFlrY ul %/iii,/„���/ii/i_��//i/!(AY=,i9i'tG-IIII 11\\\\\ _ 1 "i ' / \ \ - /// // //i / /��� %__ // _ _ // _ _ jl/3 \ _ Imo' ��''i_ \\\\\C\\`%///j /i//i/�i_ \ II �l�I ) / %/ l /11i/ // JD �� \ I "�� '1\, \ ` \�.t'x�.-��\ _-•-�� /,i// J �'1' Qom- _ ' •\_�\\\�--/�j�/i/ t-" Bryan D. Cichoeld Z Lie. No. 53741 1111112022 ej O x c� 0 H 0 w Lu 2 U z O (n 0 0 Lm DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=100, ,I( W M W z Q J LL CD J C z I� U) \ w Q co / Q ^_^ O CL C Q OOU w O TZ ,O V / JOB NO. 49821 SHEET NO. C2.1 0 c a c REMOVE STORM PIPE /II 1 �EM�VE UGP (71(P) in phase II OF E&SC / ' - - ` \ �Gp` % \ I (SSE SF-PARAT€ COVER) REMOVE INLET IN \ PHASE 11 OF E&SC \ I / ` - ' \ \ \ 1 ' / / 'r- - _ �, \ / , _ _ _ \ \ Bryan D. Cichocld 'Z C / �/ / ' / \ '•''°.: / , ( ``�\ \ \ \ - - �� /� / �.'. I �� \ / 0� 10 / h \ ` \ \ \ \ \ \ \ \ \ \ \ \ GCT I ✓ / / / \ \ - I� / `J Lie. No. 53741 \ / _l / / / l/\ \\ �G \`/ \ \\ N. \ N. I / \v '' /\ I 0 11112022 N. 'G \ /=�1 ` '/ / — 455 '/ l a�o l �` /N. \� \ \ \ N. \ \ \ \ REMOVE CATV (TYP) FHA N. \ \ (S't� SEPARATE COVER). /\ C3J uar EXISTING DOMINION / / // ���� ����- I I \\ \\ \ \ \\ \\\�\ / / �// >E ELECRICALEASEMENT /`� / / �\ \ / I \ REMO�E \ 15„ \ \ \ \ / w v E \ \ �� / .. \ - ✓ 0 I l \ TOR MAIN , , / / , j ' /OZ \� \ I I \I BUIPj IN�,S \ 3YCAM E \` _ \ I \/\ \ f I W .6 3 e Lwu KEY PLAN - e / 0 I I / / \ / , \ / \ \ MAPLE ( y°J \ > \ / / \\ / II I I w w - v O UGP TO REMAI\I \ / /\ \ a I d G C `l a '.� _—U(1.T \\\ �\ I1� I zF— K NAD83 i qN. _/. / \ \ REMOVE _- /�C`/ / / \�\\ /' /y v�//_ I ,^/� , p� 1 \ /1 I u� \\/ l ~ oN > BUILDINGS �/Y / / Iyy ' l\ / / - - - ti� - ' / ® / // I / /� r \ \ 1 v K / (TYP) SCALE V=30'It o w 0 30' 60' / . , , Aq / , / / 1 REMOV \ / - \ - 1 ! / I !/ ! WATERLINE\ �' '� \ \ ° // /' r J / � I _ \\/� / x N. LIMITS OF TREE REMOVAL // \\ _ _ �\\`\���. /l `l//' ,' \\ II \IV \�/// l /I / \ ��/ \ 0 AND ALL EXISTING / \ , - _ - - - - ' _ _ \ / / / ! f— '' �� GP\ / / _ / I \\ ✓ / \/ \ \ ' -� J I / \ / �/ / / I \ _ = INFRASTRUCTURE SqN _ _ \ \\ / r / / // / / 1 I l \ \ , _ I _ _j , / ' 1 I /� i \ \ o UNLESS OTHERWISE _ _ NOTED TO REMAIN - - \ _ I �> // / I I ---�\ l — I T \ \ \ \� \ / l\-� N 1 / \ /,' / ¢ /--------- - - --=' Pam— �0 I� i/� /// \ // Z o \ I �!/ I I �I �\ \ ` I \ W` ` J� ��/ / \// Vl DATE / ------ -I \ 1��� j 1111112022 _REM- OVE / N �/ �/ REMOVE U TYP / / / / _J / ` \ / ' — — = , > GP E ) _ _ RE VE f — \ ROAD DRAWN BY / ' ' I I > I / 1 / I v ' \ /' \ \ SEPARATE COVER) \ / RO (� ) / (TYPE" _Z /_j /�/ I / \\ / I h / ,/ �/ I i \\>\ / P< \\ �\ ,' /, M.DENHARD / / / - , L_ L / I \ / - - - - - - _ ' _ � ` � \`� \ \ / � / //\l X\ \ \ �6' DESIGNED BY It \I _ 'n \ / l\ \ \\ \ < / \ M.DENHARD <\\ \ • Y \ CHECKED BY l I \ \ \ \ REMOVE \ \ �7 \ \ \ G / \ - BUILDINGS _ \\ \----�/ //��I/ \ \cq\' / / / �\ \\ -\ I \\� \\I \\\ - \J� C<=-----\ - • B.CICHOCKI _ / ��� _ - \ Y I L JAL C� — . 1 / / ,' _ \ \ ` \ \ ,� — — -4� \ 11 \ \ 1�P) "� `/` \) - - \ • • SCALE EMOVE UGP 1 i r P) � - I'\n` / \ / \ \ \ \ �\ \ \ \ \ / \ ' RE`W�OGt` �1G�T (fYP) V \ \ \ \ \ \ I \ �\ / \ (SEE SEPARA E{3VE-R� dJ \ / _ /(SEE-SEP/�F2ATE/C�OV R) \ \\U \ \ I \\ \---------- - - - - -- - -- / -- _----'''/----\ — 2058— /'\\ \ \ \ \ \ �\ \\ `i ��d� — — — — — -465- — — — / / _ / / // L- �f c / / , , / \ \ \ \ I \ -- - ------ - - ---- / 25"p\\460, \ _ - - - - - -- ,/---- -- - ----- N. \\ \\ \ \\ \�`\�-_ _ - RFMQVECATVTrYPr-- - - - - -- /'- — - / OAKS uGP��� / // / /'/ ////// j / \ \\ \\ \ \ •��- �_ ______ (,�EESEPARf'TE�OVER)---p60� _--' 7- / / REMOVEUGP-(TYP� / / / /, / / // \\N. \\ \ \ ` \ - - ---- ------------- '' ---- Nt \/// / / / / �' (SEE-SEPARATECOj/�Ry // /// / /„\ \ N. NN \ \\ \ `\--_455 1 - - - ---_- -- - - -- ' '' '' - - - -'_ Z / / / / / / / \ \ N. \ \ �\ ---_ _ _� — — — - - ���' �'_ _ i Mom/ N. - -- 2062 EXISTING ELECTRICAL 90l , ,� / / / / / / / / N. \ \ \ - - - - - - - - - - /� ' ' _ / d / REMOVE G`ATV (Ta'Pj / / V / O EQUIPMENT TO REMAIN' / / / \ \ \ - - - - - - - - \ ! / SEE SEPARATE CDVEk / / \ - - - - - - - \ — 5 / I / W ( ) �/ / , , // \ \ \ \ \ — 0 - _ / / .455 - - - - - - - - - - - - - - ` \ ` - - - - - - \ _ _ ' ' /� 4 i i i , _ I l -460� �' /_' ��_-ce'/ / ��' ��� � / '/'/,' //,\ \ \ \\ `� `'445— — — — — — \��\� _----__` \ �- i ��'' �'�� ��� ^ / 1 I I i ¢ - - - - - - - - - - - - - - \ \ \ i 5O _45- NN 450 / /'' /,' // /^\ \\\\ \�\ 440 I 1 1 I 1 I I I I �� � 0x —455- — / / ��' / /� �''''�/ / /'j \\ \\\�\ ----- - ------ \ \� - _ -� I 1 I I I 1 1 1 1 m w —----------'��' / �'//� /�\\ \\��\-___________� �\ \ `�_- ,4 , I I I I I I J z `----------_� ¢ 7 LL \ _ - - - - - _ j 445 / / /.LIMITS OF DISTURBANCE: 25.24 ACRES _ _ / / _ -435— — — _ \ \ \� \ \ i l / / / // // I I I \ - �_OUZ 445 — i44�, __---- — _ --__ —430 — — — \ - _, ___ __ -- - __ -- -- _STREAIOfCHANfVEL \ �\ �\ _/ 425- ;---------/ '\ \ 1 1\���� ---- _�_�- ���� z 0'�% --- --- --- \� --_ _ �ALUSTk/N{ FORESTED`_ — — Z\\ -- N. \ \INERANDLTYF) _ --_- Illl\�\� ` _ \ VJ ---71/ \ ll\\\`� \� \� _ _ _ _ _ _ _ _ q2 h�9\ / %'' / y,r \\`\� \ \ \ ' /•i / / .- �a4 ` \w� ��- *\\ - _ \ � \ � _ _ � � ' V 1, \ i �\ \\ \\\\\ _ -- � / - -- - - � '/ � �/'' - _- /'/i _ _ -_ -� -_ 4l5 � � � -----� �. � _ _ �� �//41yi �/// / � _ _ � _ _ __ \�\�,� � ✓/ii i'// /^ / ��� __ _ _-` � \\ \\�\\\ �\ � r111-)/�'i%/ _ _425=�==-:T _ �- ��.\ \�-�` \� \�(l�\ - - - - - - - JOB NO. /440'�i 49821 445 _ SHEET NO. wnr/ / / / / - - - - - - - ----- - - -- LIMITS OF TREE REMOVAL - / \� III ''` �' : " ` - ' \ \ / / t\�,TH o AND ALL EXISTING _ INFRASTRUCTURE UNLESS OTHERWISE _ _ _ _IF U '�1 NOTED TO REMAIN I \ /' , _ _ \ \ �' 9ti ` / \ Bryan D. Cichocld Z Lie. No. 5374, �i0€ CURB- 1111112022 A,Ic `\ EMOVE LIMITS OF DISTURBANCE: 25.24 ACRES x N u ir / I I \ 8• x ww W JT� '\-.�-��_ �T�\\�\\ / \ ��� i \\\ \\\\\\ KEY PLAN WwU� O FENCE_ �\k=- - � � 46 \ . \ \. .\ .. / �\ \ \ c� W � :. �•" \ l /,/ / ' / ,/ f/ /1/ \) \\ \ \\ TO REMAIN >� \�\. `. - I \` \\ `y✓ 1 \ \\\ �oI'nx cUn 46 b x LnSILI ry Z EXISTING ELECTRICAL p� EQUIPMENT TO •'" I " / / I 1 I I I I ' // ' \ \ / \ \ \ s0\ — \ - - - / \ SCALE 1 "=30' J 0J VK ROAD\ \Q' � " •S» / I / / �/ � I I I I I 1 1 I 1 / j� � 1/ 1 , / / \ / \ \ \ \ \ \ \ \ \ \ \ �) \ ; \\ \ \\ \ \ / \ \ \ .\ / I "� +' " \ \ 0 30' 60' VE CATV (TYP) \ _\ E COVER O RIsMOVE_UGZ (T` P l ( \\ \ \ ) (SEE\SEPARATE COV )\ GG� / I \ \\ \ \ / ^ \ \ I \ k \ C=7 REfi F/f/\ \ FISTING > w //` \\ \ _ Q \ E MOVE \ / \ ^ I I I \ I ' �' \ \ \ 111 \ / \� D \ \ \ \ / \ \ O� h - \ U O C\ / -` _J /^ / ROA�\\\G'//��-f�. `I\ p,1 / .>• \ \\\ z ( i."" �' Vl DATE / yy \\ \ \�7\ \ ' 1111112022 REMOVE STO M PIPE /� 1�-;\ `�� \ \ \ / \ / I / i 1 { \' ` ) \ \ S\ /\ \ \ \ !/ \ \ - \ ` \ _\ _ / / / / / \/` a \ \ . // \/ - �� \� ' DRAWN BY / U I , EM VE UGP P / \ _ \t / , / I \ : �. P r in phase II OF E&SC r / �� \ GA` ����/�yJ T \ (SSE S€PARRTIr COVER) \ `\-\ \ ' \, 26" - _ - / \ / \\ \ \ . \ \ / OAK \ \ \ /-- - - -.( - // / 1 \\\\\\ / / P6"\ ---• I M.DENHARD WOAK \ - w \� • DESIGNED BY 1 I REMOVE INLET IN / -,,PHASE II OF E&SC � / � \ k5///// i,.. \`_ � yh / \ \ \ \\� \\ \\ \ \ \ � I ` % %- \, __-\ � �l I / / ,\\ \�� \\ / \/ ,;\�;_ / • M.DENHARD CHECKED BY u \\ \ IJ i _A_ I - _ � \ y / r� - - / \ \� \ - \ \ - - - \ \ / \ \ \ \ \ \ \ \ \ \ 1\ / ^ \ \ G ' /,\ l \/ \ / / / \^ \ \ ` / BEECH , \ ; \ • • B. CICHOCKI TING I �,/ / / L� / \ \ \ \ \ \ SCALE \ \ /l 455 \� !/G - - \ \ \ \ REMOVE CATP(TYP)- ( - \ \ \ - A / \ - 1 -30 a FHA \/\ \ �/ / / h\//1 % \ �\ \\ \ \ \ (SEE SEPARATE COVER] \ \ \ \ \ / / \ -\ - \\ / t,1h / a\ \ �\ , \� - l \ / / \ \:. \ c"Cb / r\6 n I \ \ \\ \ \ \\\\ ,/ /1 \-' / / / / \ 1 \ I I \\ \\ \ \\ \\ GC \1 ✓ / r r\ \ If /'\� of 1 J \\ I X\��\ I / \�\ \\� \\ \ ` // / / • OMINION R\E\ M\O�EEXISTING D ELECTRICAL EASEMENT \\\ \ \ \ \ \\\\l\�//4pjII/\ \/ / \/ `/ •�// LI I \ I /-I I\ ` \\ I\\�\\\\\•\\\�\ \�� >/� \ �� \ � \/ P \ R5 BUILDIGF�EMOVE U6TTORMAIN BYCAM E P G \ Typ (SEE SEPARATE OV EMOVEC/nFEPCMAPLE 19 \ UGP TO REMAIN / (TY�/ 011 —� uT— ail/ I / \/'I' l % l I G\ ) \ I C/ / / s �` \ / M J i REMOVE I \ \\` _\ `. , a \ ROAD \�\ c \ . _ REMOVE _ �UILDINGS \ y,/� ^//1✓✓\// / �11 - P) I \ \ \\Us�\ �/� z (TYR) / ,/ / / TOl \� / o �/ / / I Ir \ / \ �\ P\\ \ / REMOVE \\" \ \ 11 / , - \ \ \ V / O I R�INF� \ \ W J \ \ REMOVE? l _ / / I\ \ (T\ P \ \ I\ /, `\ \\ / \ — / WATERLINEce (NP� y \ \Gp \ \ \ y �Li6Jv , v \ / \ /\ ; CO fill Uca Y- l G / / / / ' / / j 1 \ 1 /j/ / '< �\ \ I \ \ \\\ \ \ \ ` \ / \ \ \ o � REMOVE /I � \ / \ ~ w 06 \_ _ / / \ /\\r \\Jti> F(TY x l a z pEMOVE/i /� / \ u / x- ---- - - - -- - / /�C � 1 j--Lt �\ // I \ \� —� tt��dD " / / \ \ /� / BLNLDINGS/ /Y C �\ \ \\\\ �I \\\� / / / O OD/ OVE r No REMOVE UGP{TYP� _ _ /` / / RE I VE / / // ( i -) / ` \ / - _(SEE SEPARATE COVER)- / / / / / 4 /\- 1 _ ROAD // </ \ \ \ \ \ / \ \ \ r�rz/G/� TYP Z LIf TZ /�c - / �' //I^Gp-�- r/, °' /�\ --\ I ' I \ \ /// II ��\ \\ �1 \\s \\ \ / /\\/- `�✓,\ \\\ REMOVE UGP(TlP) \ \ UGP\\ L _ i I \ ` < / \ - REMOVE UGT TYP \ j, \ _ _ _ \ ) (SEE$€PARATE�OVER) 475/ \ / \ SEE SEPARATE -COVER - \\ \ \ /q60 , 0 '2oa8 \ A� \ \ \ \ - ( - - - - GG cP57< f REMOVE-- -- \- --- \\ w - -/ //L� / ` / � \\ I \ �' \ \ \ ` ----- \ — _ ---- REMOVE- O �- - I GG / \ BUILDINGS \\ �, i \ / \ _ _ // ��� _ _ \ \ i / I L �C/ I r� / I •o \ /' / / \ \\ \ \ \ — \\ I (TYP) GC+'-o \ \ _ - /\ \ \ / \ i — — — — — \ - - - - _ - - - - ` \ DINGS \ \ , ^ \ BOIL \ V / \ / U ' _ -' / / ` \ \ 'T \ \ \ \ \ EMOVE UGP\(TYP) _ _ _ - - - - - - - - - - _ _ J - - - - - _ `\ \\ ' REVOGt`IJG�T,(fYP�)/ l���\\ `\� \\ \\\I \\\ `\,`/ \\ (SEESEPARA .CfFVE-R��//dJ`�-_-__ '__ _--------- -`\ \\\ \\\\ ,4jO !(Sa-SEP/�FiAT�COV�R) \ \\U \ �� I � \ \ \---------------- ------------- \\ �a� - \ \ \ ri--- 2058 / / / / /\ \ \ \ \ \ \ \ r _ — — — — — -465- — — ------ I_----- L)C --' / / ,/ /\ \ \ \ 1 \!. \ - -- --- --------- - - - ---------------_-_-----__�__\ 25" �/ /// /ai' / /'//,/ /' i,/'�//\\ \ \ \ \\L\�\\460- \ - - _ _' --- -- - - - - - -- --- - - - -- - - - ---- - \ REMOVE C7aNjTi`Pr - -- - - - _ _ _ /� � - — — — JOB N0. c OA - - - ___ ____ I / \ 7' v! / / / / / // / / // \\ \ \ --- --- \\-------_--(�EESEPARATE£OVER)-- 60�/------'- ---- I 1 I I I /' /I \ \\ 49821 �uc�� / / \ \ p I ,REI\AOVEUGP-( P) / / / // // // \\\\ \\ \ \ \\ \ -------------- ------- - - - - -- J /'�/------ - - - - -I I I I I I // // \\ \ ` SHEET NO. S �SEPARATE'CC / / / / \ \ - 455" _ _ - _ _ - _ - 0 5 aIN 0 d 0 3 a 00 o Ir 20Z 00 o 2 mw a a0 0 � w U3 3 Z z„ 0 � a o 2 o. d m Y N X C 0.0 dh m � 1� E `o 0 m 06 �c 10 :2 0 o 2 �N m� a o m o no L F E / LIMITS OF TREE REMOVAL \ \ \ _ ' ' I I \ `� / / 26" \ / AND ALL EXISTING W.OAK \ / - - _ \ / - / \ I / / 1 \ \ \ \ / .OAK \ INFRASTRUCTURE / \ ` ` \ \ \ // / 1 �O __� �\ UNLESS OTHERWISE \\ \ \ \\ \ I ` / ��y \ \\ ,' / // ,r, tb / /� - / �h A�;\ - NOTED TO REMAIN BEECH \ \ \ REMOVE CAN (TYP) W (S�EF� SEPARATE COVE�2) \ 7 - _ — L \ \ 14 \ / \ \ \ / / - - - - - - - - \ REMO\(E \ I• _ / \ T , / / - - �. \� . . \ Rp \ BUILDI S \ �\ .tv REMOVE UGT TYP \ k �\ \\ \ 3YCAM E _ - ` \ I I - 1 , \ \ , RF NFL l G'`� I \ , f / .(S/EE SEPARATE OVER) 1 /r /C` REMOVE / � i � � ' \\uGTp\ � -II I _ \ ;> � ��� � � �\\���\ � ; _UGP TO REMAIN / \ \ fig' c I n \ \ I �1 / / _i/\ 1\\ \� I_ \ — f / FENCE \ MAPLE II TYP) 'moo 1 I I _ _ _ \ L % REMOVE 1 _ ROAD\- �// % '-STY) REMO�(E ? \ I I - \ \ \ \ REM�E'UGR(\TY 1 1 \ \ \ \ �\ \ / // \ / WATERLINE/ \ I / - - \ �� \ > ( \ ) / �m \ \ . / / \ o \ I (T,P) \ I `\ \ /1 \ \\ \\ \E�S�PARPcTE6\ h �MQVE CATV (TYP) ? \ \ \ I C - -I \ \ \ \ \ \ - - EPA4TE COVER]MOV \ =\GP \_`/ LlJ /' I III 1\I n✓//�// \\ \ \\\\ \\\ \\ \V' J o �RFENCE /J �\ / \ \ / \/ \� `\ t�s\\\ 1 \ \ \ \\ \ 4 L`�rl ,1 \ / — 01 // \ //� / BUILDING / �4-� I // � 1 / \ // / (TYP \ D ✓\ \ \ J �\ \ REMOVE\ r l 1 OV _j I �\/ SANITARY \\\ STRUCTURE \ \ R�EApIOVEROD \ - � (TYP) , Gc" � ca\� CFYP) >/ \\� — �l `a\ ly \ I / It \ ` \ \ \ / \ - \ - �� REMOVE UGP (TYP) \ \ \ \ < REMOVE UGT (TYP) _ (S\EE-S€PARATE-COVER) — 4-75 <\ (SEE SEPARATE-COVERR \ \ \ \ \ �I -- - - -- -- - - - - REMOVEREMOVE 47gBUILDINGS — — — — — — BUILDINGSlTVP\ % \ \� \�\ \ \ \ _ \ ` ` \ \ / _ / N / ^ - - - - - - - - . \ ` _ \ - - _ ` ` - - _ _ _ - - \ \ C / - F/S- — / / - f r.,.-/.o�. ��' \ \` \ ""\ \ \ \ --- �� -�- -�- - -�----------- - \ � L _ _ ` 1 -6.3/� SANITARY -MOVE UGP\(TYP) \ �� \ \ \ \ \ \ G / -7 // % I l/GP\\ �! -7 (SEE SEPARACOS/E�2}� ��` ------- _--- — - - - -- �\ \\ Aj�_ — — _ �\ \\\ �\� / / I I ------------- — — ``` /\ \\l REMOVE CATV (TYP) tlSzP = -465- — — — ----- \ \ \` \`� \�\ _-` \ \\ \\� �\ \�� �\ /512 (SEE SEPARATE COVE- \ _ _ _ _ _ - _ _ _ _ _ _ - l y \ L\—\`460_ \ --- �' _---- - - - --- --- \ \ 1 \ 1 \ \ \\ \ f�.� REMOVE CATV-TV----_---_''/ ___-_______ \�� / L� ® V5 (SEE SEPARAT-EiOV€R) - - - - / ' (7� / - - - - - - - - - - - - - I I / / I I 1 ` I _ - / / i \ \ / / ' ' / _'_-_-_------- I I I I I / / / ' \ \\ \ REMO GT(TYP� l / I 1 - \\ \\\\\\\—455\�``'-------_ -- _-_ -- - - -- '��'�� - --/ /I 1 I I I I I / /// \/ \\\ \ > \\ I\\ (SEES P RATE COVER)' // // \\� /II \\, / -- .41EX.SAN.MH 4'Sfj, 506 i� ICI /466./ 470.4 /0.=4G'6.9\ 450 - ` \ \ ' ' ' - ' I I 1 - - �\ \\ ------- -- -` \\�------ --'/ �' / I I I I I I l / / I I I \\ /_ _' — I / / \\ 1 1 \ ----------__ �� \ ��� �� --' �'' �' / '- _-' I l / / I I I I I / / / / / / 1 /--\ \ '--\---------- '--___ \ I I �.� REMOVE -- --- — — 450 / / / / I I I / / / \ \---------_-_ _-- - \ — / I �� I N I \ 1(NATRLI�IF��_ - - -- �� 1 ` I / \ \--------- - _ _ _ / / n �\ /\ 1- \\ _'------------�\\ --------------- - - - --- - 11\(TYI \----505---_ \\ 445— — — — — — \ `��\`---_ __-�\\� \ `' /-' ^ I I I I I I I I II 11 II 1 I\\\ \\ \\\\\--------- - ---- ---- -- - ----- ---- ---� -_1 _��-----___'/!� `\ ------------ - - - - -\ \ ___ '-__ _,__ - ,,/ / I 1 I I I I I I I I 1 \ \ \\ \\ \\ \\ \ — — — — — — — _ _ _ _ — — REMOVE — --_-` r- - -,/ II L \\ REMOVE \ _------- - - --�\ \� \ _ - 445 ;,'� I I I I I I I I I 1 1 1 ` \ \\ \\ \\ \ / _ _ __ ____-____BUICDING_S _ _ \ _ -_I\-----___<�-- C \SANITAFY \ —440 —---- - - - -�\ �\ �— _ I I I I I I 11 11 I\ \\ \`� \\�\�� \ / -------- '------- ---------- - - -- -- ``465_ \� ---- _/// �'u `� 'I PIPE(�l'P ----- - - - - -- \ \\ ----_-----= I I I 1 , , 1 1 , \ \\ \\ \ \\ \\ ,r �'- ----' _ ____________ _ _ _ _ _ _ _ _ _ _'`-,` ` — _ — Np I 65 I \yam/` � �\ ----- - - - - -- �� \ \-- -�� _ -------_-__''-440-r / I I I I 1 I I , , 1 \ \ \ \ �� ���_/ �/ _____- _ `` \\\ \ /_ \ N L \ �/ _� _---sT- \ \ -- - -- �� \ \ _--- _ _-_-' / / / I I I I I I 1 \ 1 \\\��/-- /- --- ------ _46p__�- Ap `_ _ _ _ _ - - - - - - - - - - - - - - - - - - - _ —_ r \`\ -435— — — — \ ��\ \\ \ -_--- j l l / / // I I I \ 1\ I\ \\ \� \'�_-- _ --- _ - - - -------- - - - -------��\\\\ \�� �\/REMOVEPUMPSTATIONAFTERALLGRAVITY \ \ \ I / _ \ \ \ \ _ \ \ \ \ TOP 4 .9 \ 1It \ 1\ \ \\ `\ \\\ \\\\\\\ \ \ \�----__ - __--- - _ _ _ _ \\ l.1.=456. v NEW SEWER INFRASTRUCTURE �% \\\ \ \ / SEWER FLOW HAS BEEN REDIRECTED TO _ I I \ _ - \ - �.Q.= IV 456.E \ \ To ---_ STREAIA CHANNEL .-------' ' \ \ \ \ \ \ \ \. \ ` \ \ \ \ `� _ _-- ------ ---- - --- _---------- / �\ � � - �\\ ` / \- \---- -- -- - -/ 11 11 1\ \\\ \\\\- - --�� \\\ \\ `\\\ `� - --- - - - ----- - - - - - �/ - �- ���--� -y \\��I ,SAN. I e I01 1 �il� �(c% // bah I // I I I /\ \ \ \ w \-----___ -\ \ - _ —__--- — AREA _ Tl ------ - - --- �� -- �yi�•_I�•y=�"I/PIUMPN Elf N.MH/ / 1 '11\ \ \ �� _ - - \ _ \ \ \ \ - - - - - - - - - _ PPF W l - _ _ _ / � x � � �-+ � / - - - '� % i40i �_ 90 TOP LL=455.6 'Y\ VE / \ I \ 1.0.=455./y CfPFY 1-425 —X\� ( r/ —!9p -' - --------- - - - - - _ _ ' /---_ 445 -'� '/ ' '� / -'-/ / // / / / / / / / '� / `� m / d9n/ �440/- - - - - _46U '/ REM E _W oI/ (17 ///I -----� - - - - - - jam-'/ —-450—/. /�'/�___ ,' ROAD / --- - - - - -' _'--/�:�'��- /�/^\ (TYP) 445 --/ - - - - - - -------- - -- - -- - - -- -/ // �'� - - - - - ' KEY PLAN - - - - ---- _ ///// A Bryan D. Cichoclu Lie. No. 53741 1111112022 M E O � O N Vi N C > E w ° E LU LL 3 ow o w Q m L y t M Q J U m d J -m d C.)N U W N 7 N mr 30Nx J < 0 Q ti _ > N x U > � F Q c o O1 N co � M a� Im ti DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1 "=30' z Q M z W _� J Q� J w w J 2: 0 06 /� \ w � / m vJ Qz LL 00 O z �_ Q 0�0 = zz_ r U) (0 w V ) JOB NO. 49821 SHEET NO. C2.4 ' W61'pU /,/ \\ \\ cn \`f I \ p FAG \�\ ���\\"\ T\ O FC \ / \ \ 8 ^'`SFO �- ' - _ _ - , _ ^\ 1q \ 1 I II' I� - OHP ONN \ / \ \ O RMFR — 3 1- Aj �/'c/� 10 0. \ OO I 1/ sSR Sp kANpeoT/ON / \ \\ \co Bryan D. Cichocld I 1 \gyp I , ,� , / . F . , / / ?•b r / /l l/ l / / I I / 1 \ _ _ _ U \ Lie. No. 53741 � =_ I a \ �\ /,\\ I \;I \ --'� - 6po�11/11/20221 IONAL \�� / / / �•/ /*` \� ' / / SOU / P � ; � � .. � � l l l ��� EXIT T 6JrF, T ` ` ' �x\l qRT WOO 6p p q R X \ ' ' eU/<O MFNTO o h�0 o R 11 -os/ E / �\ �9'• 0 / (9r //I/Gq) S�'90 I I/./ I I o 0 / l I / >� \� \� / !/� �•./%F , 54 / ° 4//y/ 3 OSpC Q�F I G ' l / ' / - - - - _ N 0 C� 4STR/ Trl / , /lI/l /l/ OR - ;; ¢ o I \ cOOROj/VqGFo/Tr - ; = = W v E t T F R ill l 1/ '- -- / m \ /I%�/�l O,. / / \ / o / I !„X8••C FFO l O l \J II 11 1 _ , i �_'/ , -' � � � W �, 3 < T,r Q W U Z %AN � / � \ \ � I i W J — vi O MO VE,CATV P /f 1 w ri \ EPAAATECOVER \ /\ \ l 9 / / yN - x / U _Y9- /� 1 cs \ \ \ \ \ 1 min \ \ p\i/CiT _ _ i// \ \ \ \ \ \ \ v \ �- •L .� \ \\'\_�'I /' / ` .o `�� - - 490/ EMOVE \ \ \ \ �� \ i '\ \�� / , " M of f082 ` - \ INGS \ - L _ \ / l/I - , `� \ / / \ SCALE �`3b' \ / \ / m -1 200 REMOVE \XISTING \ \ /' �• ��_� ,'/ �` /-\ ' /'` SANITARY \\ FHA,\�/��// STRUCTURE \\ \ \ \ REMOVE _ _ _ _ _ - - _ % \` \ 091 ' �V _7 \ / \ �\ ` \ \ \ �\ �/ J� / . ' _ L _ O \ - -1 LIMITS OF DISTURBANCE: 25.24 ACRES / / - /\ (TYP) \ \ RO/�D \� �/ i\ \7 _�_ � 4 / _ --- 1 _ A- \\ \\� UG �)\��� ` `l\\\ \/\, \`\i M \ >/ / \ , r \ �, •� \•�•�\ AN11411Po / 1���__ Q o Ex. TOP = 481�Jt o j= TOP47 sq4 \ _ `\ -t 0= 477 8 -- /' / - - \ log. \� \ �\� 106q \ / % % - _ - - J '' r - _ _ _ _ _ - - - - - - - % - - - ' ' / oe 8 ?�,�oT�l �fi-11-'[� o -47 / / / \ / l.l.-/T69. \�\�� \ REMOVEi - I \ �, \ \ ,' \ / /� / \ / / 1 I - _ - - - - _ - - - '' '�9- qi -1- DATE S- (r -P Q \ - - - / l� ` \ \ _ �- \ / C , / I I - - - - - - - - - - - - - i _ _ > 1 \ Or \ �! SANITARY -__ / / \ i \ -k / . I l�-i---- -- ----- A--- - / / \ Q \ \ ® �� t \ d ` / \ \ r r / I - - _ =3Q° - _ _ - -Z _y 1111112022 -� `l\ - \ PIPE (TYP) \!\i \\ - / �/ / \ \ \ \ / / /� \ \ / - _ - _ _ ` ` 1 / / (— -i'_ } DRAWN BY /_ S CONTRACTOR TO - - - - - - / \ \/ - /� REMOVE CATV (TYP) \ \ \ \ ` \ \ , \ \ \ / \ / / Y\/ \ / : �\ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 1 - _ M. DENHARD \ / I (SEE SEPARATE COVER) \ UG \ \ \ -FX S�Ib4. E \ \ \ \ l / \ \ / \ REESTABLISH SERVICE TO \ \ i I _ `;\ ` ` _ _ _ = \ ` \ _ _ _ _ _ , ` ` \ I o\ _ \ ` ' J _ \ \ \ / \/ / ( - - \ / EXISTING USES WITH SELECT 9 _ ii/ / \\\ \ I \� • DESIGNED BY l / l \ \ SqN / \ OP=47 \ 1G _ �/ �- 1 H _ / < DOWNSTREAM WORK. Fn M. DENHARD �� / / '` O REMOVE \ _ \ / \�/ / y / T /\ 1 I \ \ ���� \����\\����� 1 -� '� •• I \ �` \ \ ® \\ J\\ \ \ \ _ CHECKED BY SANITARY _4 -- - - -- � STRUCTURE � �v \ � / \\ / 1 / ' i On I-\ \\ r�PLLF \\ \\ `\�.: ��..\• �\� ���� �\ �\����� TYP \ \\ 8p I / \ I / / / �, �� B. CICHOCKI \ �\ \ • SCALE OVER)' �� �� r\� U Q�rJ �\ \ \ / I 1 r \ \ \� \\ \ • ggill / \ \ \ \ \ ♦ \ \ "41EX.SAN.MH / 1 LCL J-�46,6.1 (yCa9(\/\'6.B / LO.=46OYR€MG\ T AND U I P\(TYoP ) J EX.SAN.MH lJ. / .(SE"EPARATE COVEJR �11TOP=475.4LO.-471.3 RE�AOVEP (TYP) r\ \\ LL=470.9/ SEPARATE CQVE /.0.=470/7 1REMOV€ (SEE JQA LN50�--- �(TYII \ \ \\ \\\ \ \ \\ \ \ \\\ \ \\ • 1■ I_ .\ / \2 / \/ 47 / YYY / / / �j Y Y / / / 25" A / I i -f - - \ \ \ \ \ \ ` l r ------ REMOVE- — _ _ _ ° \ I — J 9 /' ' \ / / / / / / / POP�IR— _Nc ��� / \� /\\ j \ \/ \�ANITAFZY- _ _ ` / / , / /' y� PIPE (TYPE /^ I �X1��1_-_—_� \ </ \ %\\/ '/ , ' / '/ , // / � 1\ 1 \ \��--=� ---- \ --�--Y 1 / / \ // \ 1 I \ \\1111111 11 III Q /��// ' / I I \ I I 1 / \ \ Al \ EXSARB'AN G\ -I- 1� 1 , I I / II III 'I I I 1 1 ) TOP = 65.9 c - - - w -\ - - �( I W W--- \ \ / II I 1 L0.=483.0 �- �- - \�---F� 1 I I I till ' el , WREMOVE PUMP STATION AFTER ALL GRAVITOP=4 9 Ty O LL=456. SEWER FLOW HAS BEEN REDIRECTED TO , -.Q.=456.6 NEW SEWER INFRASTRUCTURE TI \ \ ✓ / I\ �-sAf� T , 1 I' II U \' � \ 1 \\ \ I 1 1 I I I11 J \ "\ / / X /// / / ` <\ r \ 1\ I \ \ REMCV11 1 I 1 I Illll 1 O \\� C�N ,\j+ i X / REMOVE GT TYP r j /RE,lOVE / , \ 1 I I 1 I 1 \ \ 1 1 I I I I I Q '�`� ,� \/� / / REMOVE / / ( ) ' / 1°' _ < \\ \ \ �\ \ (TYP) _ _ I // I IY I I I \ \ / I \ I 1 I 1 ' II 1 1 I' / 76 _ SA ITAR Y / SEL SEPARATF COVER ' ' W TERLIINt / I rl I \ I I I / h STR TURF EXSAN.MH I I/ >/ / P) / I Y\ \ \® \� / v x / J J I1 I I o II \ I ' 1 I 1 1I J W \\ . 71 z G E �"-sAi7�- / 1 \/ / r / T \ \\ / r / I 1 I \ \ ',pL� J I , 1 w \ I1/ I SAN. I o 1 ��� - , bca / / , I I ' 1 / I /%Y \ �\ \ \\ , / ,po /� h/ \ ( I / + / I / I \ r I \ \ /.j�l =� I 1 1 I I I I 1 1 I I 1 \ \ 0 I TYP) ro - 47� 1 0 / \ / t o i /PUMP P � E7F N. MH / / I I , 1 v I <' / I r J ' \ / \ \ \ / \ / / I I I I I I 1 1 I I 1 I LL- 468.7 I \ \ _ ` / I I I I I I \/ I I I \\\ Q / ` /' \ . \\ 1\ 1 \ \ 1 \ I / \ to ' I ' I 1 it ti• I 1'I11" i40i / J y �90 TOP - 5 / / I I / I 1 1 \ ' LO.-1467. / I I I \ / I / -\\ \\ 1 \ \ 1/ T � ]� I I cn II x I I 11 V I 1 I I 1 w ,.�c 1g1M-1LU y� 1 , \ / . , \ w I `j I 1 \ \ w LL=455.6 X\ , / , I /� 11 \ I I 1 1 I I \ I i \ \ I / \\\\ `� \ \a\\ I'�I ' / /1 `I 1 I n� �' 1 I 11 / I / 1 —� _ 1 I I I , I I11 , < z R VE ' \ \ /.0.= 455.7/ \/ / � , r / 1 I � I I 1 I I I �/ \ � � � L I I / � \ � 11'( \ / l / I 1 1 1 � 1 /� 1 / 1 I I I I \ \ \ \ ®\ \ \ 1 ` \• / I �I' I{ , / I I II I I ` I I 1 1 1 1 Q �� ` I I\ \ L ^ uk �c/�_ /�' 0 II ,' I I I� l // i - I II �'1 I I Il \1\I I 1 1 11 1 ' 0 O cryp� o pp \/ / 0 1 \ / I / \ \10\ / \\ m p G9 ,l -7- 1llr'1 '\ f ��-1 1 1 I 11 I / I w /\ / 'I\1 v / ' / J /\ \cn `� ,\ G�1- i - -I-� / I I / / I I 1 I I I 1 I /' ,y v I \\ "' , I ' I I 1 , , / I I I 1 1 (A I O, 1 I I ROAD 1 1 / /��� a / / ♦ j� \// / ' I UGT� I I I 11 1 �'' / /'I tl \I Y I J 11 I I / 1 / '/ ' / I / \ \ \ J / / / I I /\ , 1 ,��� / / / 1 I I I III I O O ROAD 1 1 1 I / \ � \ \ j1 ,' / ' I /� ' I 1 %i\ ' T 1 I I I�� ' , / ' I I I 1 � pp I I --1- 1 (TYP) 1 I I ^, / // //^ A U Z , / /\// / �/ �� ,' /I I _ I II I 1 1 L 1 I I / \ 1 //O / / / O ., / I q I / / \ v / /I \ / ou' SX.IS`A ryry / 1 1 I \ I / 1 I /� O / W / / P I c/ / / ' I / `\ II I 1 I II 1 / I / � I c / I I(/ / �mfb4 1 6 1 \ \ � � / , 1 c) \ \ ' �-- \ - - - // // I \ `/ I �O / V I1 II I I I I \ I / I /I 1 I 1 \� / , \ �Jq, \ \ I - / I \ / I r l b / 1 I / / y tl ^ y.m.-4 i r / // \� / I II / / \ I I I ' I 111 I I I P I I I `\ / =------ 1 I \ ti I / / < / I I 1 \ h \ / / / \ ( ,x / // , / I / I —x \ I.I 1 / d�D I I I / �I r \ \ \/ l\ \' 1 / ��b / 1 / . `//I l /, Il I 1 1 / I 1 I111I1 T V 1,1. /I 1 I , I \ ' I ".� \ 11 /'� ti / ' %� �7` / / I I 111'll ' i z_ / I / I \ I \ 1 f / / I 1 I 1 \ 1 / . /'/ J / VO 1 I I / 1 1 I � t"• - I I I I / 1 \ 1 \ d l \ I � „ -/\ � '1 I r I` I i / �( / / l 1 \ \ I I I I I �_ _ ,` / ' / ! / // \ I / \ \ 11 1 IIII I L 0 / l l i ' ' - / - r h I / / l I % I / q II J� _ _ _ / l I V qo \ \ \ \ \ \\ \' ' ,1 I \11\1p II / / I//' ' / /� ' // \ ,' II I� \ II I I ; I ' / /I /7 / / \ \ \ II{I I I =i---I-�=- / // ' / II / I /I \ �, \ \ \,11111 —w I� II N I / a10 / I / / % /I - I 1 /\/I / / / I11 i `-1 /� / / I /� / I /, I�l\� \111 11 p , \ II /� / I I`\ I / / / / / / I� I Gb I // qY g8 /--Ir c)w� / -- w' ' W-' /—� 1' q/ /l l \ IV ///J1) 11 i1 I V/ / 14 \ 6 S✓ �I - - ' / / _ - L O t - I /�1 1 I 1 I / 4 1 f \i \ / / I 1 1 I - -r - - /` - �.- - � -r / -'` -� J vVV / J / -- / L / / / ^.--, I /REN1U E / \ \ - I I I , \ l / / 1/ �Gl-- ,4` / / I �� &ILDINGS 1` \/ 1/ I \ I I f 71 I I \ H - � I / / , / ' I 1 ' / I / I l / / / ' I / / / ' l w l ll' l 111 kI �-�X�1 \\ \// // \� [/ , ,f \/ b \ 1 I / I �\ J \ / / lI I II I I I / I �' ' 1 / I / / /� - Jl r -' -/ 1/7hII II'l 1 \ U / // / \ \ ca / SA,d.,y/ / / I / \ / {� A / / /( / l REMQVE \\ \ \\ \ \\ L TOP 481i J / ll /478.mSANITARY -/ ' PIPE(TYP) .. ./— j -\ I 1l�I II I t1 I I/ (b _ r \ // / I —L \ \ �G / / REMB\VE UGP (TYP) O / / / v — 1 R OVA <� /. //� ' ' /1 - . ' I // // �I I I \ / I ' \ / / / 1 EE SEPARATE COI�/ERw / / / / / .br �k11 gING� - \, r- / / ' / / / / 11 / I / \ \ �- - ' - - / / �/ — f° — l/ / / / JOB No. � X I I 1 �' // // / 16 \ \ \/ / / / I \ / / / / / / // /' I/ ' I LIMITS OF TREE REMOVAL /'/\I r / Go I /I 1 I / '� / I AND ALL EXISTING 49821 - UCpP- , z I I / / \ �' , �/ / ,, v /% , xl I I �\ / / / / // - / _ �/ \` I \ , INFRASTRUCTURE \ E/MQfV \ c o /' / ,// / / ,' /i' I I /' \ ' / / / / '/ �\ _ - _ _ / ,/p I I I //'/ / // UNLESS OTHERWISE p ' / / / ( O / m / SHEET N0. W TERLINE - c, / / , / \/ \ / / _ _ - r - - - V r / / / l I I I l '� / � � - -� J 5" / , / 1 I / / \—IpS'�� `- _- = / � , \ / / NOTED TO REMAIN Ci2.5 0 5 a zr /_ 4�1 I 1 \ / / v \ \ /EX. SAN. MH1 L1. 4712 \ , I \ I \ _ - //\ / TOP=475. .' I \ i h$ a \ I \. - 1. .- 1. �E`-`------''-" - I I \�REMO\/E - Z , ," ,'1\ Ll. 470.9� O 47 3 U \ (SE(u1SVEARAT COVEk)� �� _ -`-- _ Ij' ppY / /\ I / LO.=4700/7\ lam\ T Q \\-- - - - -- ----- - -- \I` \ - / / / J A\ \�\Ab2LIi11F�505------------ d`I `�Il—_// ----- r _ /Br anD.Cichocld---------------------- -�`----�'I_470 / V�/ //REM6VE ` - - _ - <_ /\ `L __ \ // / \ \ \ , / / ` / L % /' 25"➢ r - REMOVE\ 5 // �J / / / POPl�4f� �cp \ U Lic. No. 53741 \ \_` \ \' - - --- - /\SAN_ITARY` _ l`/\ `,(� / V� / / / / / / / - - ' I '�1 ` \ \ \ / _ _ _ _ _ - - _ _ -BUILDINGS_ _ .c //'/I1/11/2022 \\------------- - P -46$. PIPE(�Y`Pj,-/__ --------------------)-- \ ----- ------'-_---'-----------\__-_-_X_\ / / / / I— — — — — — _ ' _ — I \// /, / / / / VOV/ / / /+G EX.SA460��_\ \ 't - \ \ / \ / //` / / / //////v / / / ,/ / \\ \ TOP=II1/ %--------- -r\\ �`\ P -Ex- 1--\� \/\, \ \% I '��\ \�/ / \// /� / / / �C/' / / /, / // / ,/ /// \ /.O.l ni ----- _ - - - - ---------------�__�\\\\\ OREMOVEPUMPSTATIONAFTERALLGRAVITY \ `\ \ I I / / I l / / / / �' /' // // / / '� /// i \ rnu \ \ \ \ \ TOP = 4 ^.9 \ 1 \ / / / tz / --------------- \\\\ . LL=456. \ / SEWER FLOW HAS BEEN REDIRECTED TO �J \ \ \/\\ / I L/ 1\/', , / / , r � / // l // / � i� I N� - \ \\ \ - - N I`/ NEW SEWER INFRASTRUCTURE f \ �� / / / / / / / // / / / I /� *' > E 1 / / // REI1hOVE ,{1GT (TYP) / /REMOVE ' / \ .< { v w 3 I / W > ?i 1. \7.6 _ �7W� I \I / /' l I I SELSEPARAT COVER / /i / /WTERL ' a�63 REKAOVE / \ \ \ ` - - - - _ - _ - - - - _ - - \\\ \ �, I ✓ �\/ / SA ITAR Y I I ( ) I / / / f \ � -v \ o n STRI� TURF / EX, SANMH I I/ i (TYP W t r, I l 1 I / / / // / / / Iw \ a L v m z ��) 1 , TOI� = 47r7 I o� / 1 // / / - W J - vi O N.MH/ / / I I I I LL-468.711 a / \ / / / rJ I `\ d>on° -ri`%/ 90 TOP= 5 LO.-467.11 '- / i / //// /// -/ //� -1' II 4 \ LI=Z5.6 k / , / / I-/� , I 11 \ I 1 I I \ ! \ \ II I / zH � u R VE \ \ LO.=455.7/ / / l I /` I I IL / 30Nx 445 I I I � ¢ w ,( 0'00 //I OQ �v p / I I I 1 1 fn I I I 1 1 / .� /\I / / U O / REMOVE / o N > I YCII R01f\D (TYP) m� 445.E �% � �_ ��\ ���"�-- �t�... �� _,_ ._'s'r/�' k i i // / // / �/ '//� n///i' � !' / f/ v tl I � I' I > / // r / �� I I ----I I �I I � I II I I � I /I I I ✓ 1 < / / / �H /i ,�� ✓- r ---' - -� i - i / / �'' / // / / /i/ i /- �I�// / p I I I 1 / / / ✓ I I II I I I I /I I�� /1 I I I \ / =�y�Jf1 445 -//�-55Jl//— \ I ,/ I I-' /' - _-/ / 1 I o don / REM E' I/I IN AD _ --- - 450-ROAD / I / y I 1 I /`kl w u (7YP) _ \ P II I J / I ' / // OV� / / / \ _j 1 I (\ ` 1 /y / / I / / / ��111 �� / / / 2 Q �✓ II/�t / 1 / / / % / - ' / / / / / \ I / '�a> \ I I / `/JRENJUYE z w-' I s �� \ - ! / fiJILDIN4s \� 1/ ! (I-� O -455- / '/ // -''\ cfl //�\ /�- G / ^/ / I to \I —� \ \ \/ / / / / / b / I / / i - � / / / �� � � e / / n \/ , / � \ 1 4j \ \ (A DATE - / / / ^ \ / L / / \ a \ X \ / / --- - - - - -_ - '' / "- �// // �' \//� // __/ / \ / /-��--1 / / }�/ ' h\ / /�\ \I\/\\ \\ UGp\ j 11/I1/2022 '_-'-_-- / , \'�/----_��\\ 1 / / , REMOVE \ 1 / \ / , / ��` O REMOVE- / ice\- <s� I ` \ / I / 4V / / / / SANITARY \ 1 / I \ I V ' / ' / - -_w 5 DRAWN BY 460- / PIPE TYP I - � 1- - / ' _j - - - ' - - - _ - -WATERLINE // \ �� ,/ / ( I / p C% �\ , / J` - y— -'- r \ / V I If I \ \ \ \ M. DENHARD T _ 455 - -'/ / - /`"P)/ ---- �y `\� / / ( \ / \ 9pp' / \ 1 , — // / /�/ / E Y ' R OVA 'C 1 �, d � l ` - DESIGNED BY UGTMJG - ' _ _ _ ' ' i — / 1, L '//c-,\ \ D� \ I I / , ) - 5 — — ----/ / r — _ / / / O`f / // / I / \ \ / / • TI �wCO \ / �T_- • M.DENHARD UrfP� o I / �/ / / V/ / / , XI 1 I� I >�\ / / / / / • CHECKED BY -40 T pp II / // - - ` r ` \ / / q' I / / W TERLINL -It- / /l \ / \ \// \ \ O� / • B. CICHOCKI ---%----_�_R,EMQVE—m, _, Tl=_��_�``� \\`- I / / `I�- '1 �I' I/// !//� �_�--r__J <>$ , 1 I, \, •• /BUL�IAIGR __ �� ' \ �`� / ,/ y �`\p I I I II �^ o� /\J --/ ��L 'x // AK / /// / / // / I I I�\ \/` / \ ----- SCALE 17— --—�UG7/ ' / / / / // % I / / \ / — C/--- _ / • 1„=.30' _'-�///�_- � / ''/ /'_-� _- D r-----L� -1 ,''� \ /// � _„� \\�� �_ /_/' /,' l I I �II I I I / I �, / `✓ II__-6------ � \� \ � \ / I\ I \ % i / \ 48 _ - /---�;ii' // •• I L lass /� —_/ — e68�`� 1 �� �-- �� / —_—I g Z I I I — — —r— _� I - - - -470� ------ - - - _ ` ` ` c� 4 / 7L y I I I / �480' , _ - - �-- I ' 7+ - / \ \�v - , / W� /'_ - i 480J C 1 / ,REMOVE I' E \ �'I/ 1 / m/ I I _ — �/ — ' / — iLGT� T ` , =-Z_j - - 7 REMOVE CATV(TYP)_- \\� `O\ ROAD I I\ A Ii ///j/�'/\//)r�/ 1`- _�W�/`'/ \T� SEPARATE-CQVER) - , I / . tlpp III I I _ - c4 , I \ - I y1 tl 1 / / y \ // _II - - - --_- -- 7-_-___- i i/ - `\�--I� r —, / `i I I I I I /'O�i r /�---/ - / // —/t-/ — 7//` — /�\ k1 / / C — — — —/ _ -� — \ \ 1 I' /i / -' / - ' I -' / 1 _ _ - _ / I ! / I -I \ TOO 4 / - - - a 903 r 470 , II I I \ �1 1 / /_ I / I'� / - ' I---- -' � \, `-- __�---� -I L ` p I II / / 1 \ -�' / /� � �\ co / `\ I 1 1202 / / / \ -L� \ - / a ` I 1 I /' _ l.O. 481.6 , / I EMOVE /�-- I 66 i_-_-_ri'-� I� \\ 0 / \/l-1 I II i i /// Q l-7 UG p\1 / /l^ \Y\ (SEE REMOSEPARATECOV�R) I 1 P I l l 1, I (` z \` 1 \I L-w-T �A1111110� -lJ - \\/\/ / ' I �I i /// /// V/ _0 1907 - \ � \ s 0 � I \ / /- L\ ' I\C \ \ 1? \ 462 ` EMOVEAJGP TYP I 1 I 4g5 / 1 / d �\ C \ // \ \ \ \ \ \ \ \ \ \ I I _ , / r L J _ _ P / \ { / S�E SEPARATE CQVER)I / / . / \ / \ _ / 1 / I� \ \ \ ! / / , / L�XIS�1/V.I�1H J L J J \ \ � \ \ I\ I \ \ \ I ` 1 / , � / � i � — � � �'� �" ^ y � I I / l / I ! / I / / / / .r _ �' I � � \ \\ \ / l l l /\ —�/GP /� l� — � GP J W 1910 11 O p \ / / / / / I\ I / / (\ I / I / / 1 CC _ I I r' — — —1 1 TIP - 469. in ll q /.- 21 Q \ \ ' I I -- T,_` 148� ----- -I / / / I EX$AN.1�H\\\\ � - 7 - / _ � �_ rTl I I I V 06 TOP = 48 .5 I % �' / \ / � / - I I II II � $�I I I --I w \ \ I I t4 I_ , , — I / I Ll!=480.9 R / 1 / I 1 / 11 ,w \ \ I b, \ I \'I I \ `\ . .��1 21 1 II > CO J I I I Ix / J Ld.= 80.y* 1 \ 1 I ` \ \ I I I L—� /� ' `� , // I— \/ / /,I \ \I \ \ \ I\ ��\ \ \ , I I I I I�_ I W \ LIMITS OF DISTURBANCE: 25.24 ACRES - I _ _ 16�R / I \ / / // / I , / / ,I -\ J \ \ \ ` ` `III III1 O \ I \ 1\ \ \ \ \ \ \ \ , I , L \ I, a I �' N 15 , \ I / / / \ 1 - , \ \ \ \ \� ( I T /PLL 1 _ I \ / \ \ \ 1161R NAD63 \ \ \ \ \ ` \� `\ I bhp , \ Il---- - `\ Z H, A� I I / / / / / / `__-�/ 1 ���/ \ I \\ \ \ \ \ \ \ I ICNP LASS Q 1 I �/' I f / L-- \•,-A I /�//�./ �-� —fcr --uGf \-\--� 1 \\\\�\ \ \\ \1111 I I1111, BL FJ SCALE 1"=30' \ �` \ \ \ \ \ 1 \ /\ ,� 1 I I \\ \ \ - _ // — UGr — / ` I� Ix / / _ / - - - - ' / / / I , / / / / / - - ' - _ I \ / I \� '� 1 1 \\ 1\ 1\ EaXJD1 I C O u Z J O 0 30' 60' \ \\ \\ \ \\ \\ \ 1 / fO/ /II--�/ I A I ` \ \ _ / - - -_- REMOVE- - II / / _UJG l.O� �4168 8\ U - ROAD c J TYP I / / k / / \ O / l- --_- -/ W V / / \ I \ - ' _ / - , \ pp I �` - - J / / / / < l I \ I I I ' / / ! 1 / h / f / /'/"'moo = z KEY PLAN ' / / 0 / / \ / _ _ / / 1 / \ R I I ' / ^ / / / / / / \ I / I 1 / k� / / / / / I I I ,� / 1 \ \ E SAN.M - _ ` ' / / / / 0 00 'K / .yv / / I TOP - 481.0 \ Lt.=478.2/�1F ti, r� I \'I I I I i 1y1 00 �_/ ' - f 1, / / ,/ (\ I \ "- \ \\ c Z I 1 - / /\ L. - I 1 d I 1 I I \ 1 I ��I- . \ \ LL� y--W --Lr— I\` 11 \ _Iw -r / — / , w— — , I \ v/ / /\ I \ 1 \ \ \ \ \ \ \ \ \ \ \\I \\ I \1 \ \ 11 \ \I rn „ -/---/ / r ----- \ I ao 1 1 / \ cv \ I / / . \ \ o P 76 \ \ / _ - T-\ \ \ Ste\ JI \ rJ I1 1 a / / / / \ I ` I I I / �X. S.AN H i\\ \ ` \ `\ \ \ I I I I I 1 , 1 'TO -482/1 � I 1 I I \ I \ I \ \ \ / \\ C --� \ ` \ `�\ �A I I I cl Ip I II I I I r / � \ \ \ \ I/�Cf.� 4 5.8/ \ _, \ /\fir' I � _ � �d T — — \ _ _ _ \\ �\ ` \ —� \ I 1 II 1 1 1 / / J\ \ , / I \ ' / /\% 1 1 I LI i JOB NO. LIMITS OF TREE REMOVAL '� - `\ \ \ II II / \ / \Y/ / \ Ij� I 1 \ 1 / 1 1 1\ AND ALL EXISTING UGP-, , \ S I I \\ 49821 INFRASTRUCTURE 6 \< SHEET NO.UNLESS OTHERWISE NOTED TO REMAIN / \ ` j \ \ \ \ 1 \ I / I j, \ I �I I 1 I I 1 1 1 \ \ \ \ \\\ ` \ - - _ , / / ' 1 / \ \' / 1 I 1 1 1\ \ \ \ ` r R \ I \ 11 1\\ \ \ \ `\\ C2.6 NORM a �� `���� /� �• �� ��� err- — �� � © � MA � • Ir MEN _Ohl I FOR#[ I 1 . - of © !� �. "�• . ��'�"� y 1 ` �. I� FLIZ m lip_MA RNA d I all l. KEMP- MORN /f '7� � . ' ��a ��;,-¢`e•, ,n��17 7m �� • �7 - _ - � ` � it i, u f S ' ' it 1 ' ' ' 1/ I ri � _© � �'��; '�� 1 • r ------------- al �® 1 . - ° _ n \. - 9 N ftM rm u �m� i v slow - W-A LA rI 1 � m I BE i1 ME ffm ._I� ' ice,._ � '� Mi 0 c J a c KEY PLAN III NAD 83 SCALE , "=30' 0 30' 60' SEE SHEETS C4.13 - C4.17 FOR LOT NUMBERS 1 LEGEND CONCRETE SIDEWALK HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT CLASS B TYPE II TRAIL VARIABLE WIDTH ACSA EASEMENT / TY� Bryan D. Cichocld Z �\ 40' \ U Lie. No. 53741 10, \ 10' PUBLICoAo I1/11/2022 \ _ 7 \ '• ACCESS \ 's 1 \ / / EASEMENT \ 10' PUBLIC \\ \ 20' /N �SSIONALG ACCESS EASEMENT \: 5 AMENITY AREA \' \ \' o E 5' PROPERTY \ 10, ¢ o SIDE SETBACK (TYP.)Lu 10'PRIVATE ��------------- \ \�\ \�\ AMENITY AREA \ \\\ \ ~u 3 PUBLIC DRAINAGE i ., z_ \ , \ \ \ o'er 0 ,.. I' �\ / // EASEMENT \ - w O m ,� DRAINAGE / %iL 9' / — — — — — — — — — —' / ---- \ L v • / ¢ _ 8 .. w 0 EASEMENT / TYP. / / — \ \ J N / � a ' 0 2' OVERHANG 2 16 / / \ \ /// 10 I I TYP 10' PRIVATE z ; c - _ �.. FOR PARKING 8' i / III \ DRAINAGE EASE 3 p x u J N Q w r //Z /.. BLOW -OFF 54' 5.5' I \\ m s v N o HYDRANT f� : _ c� ,o ' / I I I 20' 40' 54' 1.5" METERS I ' — — — — — Y7 'AND w / D ..... R25 I I 5.5' N\ ROAD I I K 20' PUBLIC _ U.:.: / O 6' CURB I T I I I00 6' NAME SIGN ; I 6' DRAINAGE ` I I I I I I 8"X6� EE, / CUT (TYP.) - I EA 76 5 SEMENT 98 5 TY 2 .' vi / I 0 8„LG-2-IMN URBUTSF20' 22' I; niP PRIVATE ALLEY 2 R25' - o WATERLINE2 �_y :.: ..._ % I =FAC ITY -7 — 20' I MAINTENANCE- 8" - o - - - ---- R25' 12 - C w c - > _ w - z• N w r'- 9: EMENT. _ < $ 23' r R25' P MIN N.: DUMPS T RI S ER a j. V x 2 A - , T E I - - III _ A < o - L BI # - L 3 E 'PR P ENCLO I r -- _ Y 3 O ERTY SURE I' ST - _ 2 a O A D A N 1'�111 I: N z SIDET I - SE BA K C TYP III ( ) / / 5. ROA NAM 1.8.` 8. , CG 7 N ` o 1 I SIGN ':2, (n DATE -- 1111112022 / I \ 4 , 20 20, I 1 18"M1N: >_ DRAWN BY 0 7' 16' 40' i' ;�c III 40' I I 40' M. DENHARD 0 , \ `,' ° I I I ___ I 20' • DESIGNED BY 0 1 I , T 7' 1 I , t — — — M. DENHARD z------ 6' I , � z ' z CHECKED BY 7' \ i t T 40' B. CICHOCKI \ c �\ \`•, ,8gM1y;. - G 6 9 8" DIP --7 8„X8" R25' SCALE c D / WATERLINES _ _ _____ _TEE - ° • 8„W _ _ z 1 30 - 8„W 8"W --- \,Iw - _ Iw VARIABLE WIDTH ACSA EASEMENT ROPO1 '/ " E, N�iS ag• T I !1 1$'.: _ AC C ; _ 18•MIN BLE WIDT Pv�\ CL z G t8. 28 I II 30 .ate Nt 26 /• / 27 T 54' 31 22.5° i 7' T 22 30' 44' BEND 7' V/ z Luz... `-----------------------I - :_ - -------------- ---- ----- ---- 20' PUBLIC / !; < Q U) 7' �`\ 7 DRAINAGE s 7 7, -- _ - - W 7 " �' EASEMENT o ==_•• 7' J uJ '� ,. -- ' w ;� Y J 44' Q i, \y 20' " SWM FACILITY p 0 MAINTENANCE Q Z '' RESERVED STEEP WET POND #1 PE (TYP.) AND ACCESS z i ,,,,,^ , EASEMENT ' 2 O 0 0 20' PUBLIC \ DRAINAGE EASEMENT J STREAM CHANNEL PALUSTRINE FORESTED WETLAND (TYP.) 20' 0000r JOB NO. 49821 SHEET NO. /—...—..._ _ C4.1 / X +I� s I 0 c a WIN - re �e►i/ o �cld Z12�Gl - _ V - v / / r�� .. EASEMENT t �'` 5' �; r. = :1: 11 25° ! '/ A UG .1 SEE SHEETS C4.13 - C4.17 FOR LOT NUMBERS Vv a.. M E C / / �����'�.%. o 0 --- UA 5 PROPERTY \ �./ 10:r:: \ i8At11N; ?C�i:� ¢ o \ / / 900 BEND '-- • SIDE SETBACK 2" TYPE K OPPER pR UG \�\]� > (TYP.) \ \ / SERVICE TERAL TRFF ,/ �cP\ \ _ => '' — — — \ ----------- AMENITYAREA � � -. ,T �i �:TYp..' 8•• T „�� F IN ., l \ • \ / � w 3 �T/ \ \ S�ti oLL 3 4' \wj F. _ \ \ \ DRAINAGE EASEMENT\ \ \'' Tl j / / ° BE I( ' i \`� / ``\ 24 / \ \ / O N ¢ � \ ( \ \ \ % / `/ r�� EXISTING ` o 5.5' I \ \ \ \ / / / / BEND _ N z 5 \_. ! / / FHA Z 30, = uILI O -po ND I - _ \ \.- / \ 2 STOP A3 N > 5.5' \ ROAD I I \\`\�� \\\ \�. < 275 $qN / / nM w NAME,' w 8"X6'�TEE 20 6 GV HA '7 I I \\'/\\\\\ TYP. \ \ FALSFN \ FDC R25' IL � A NG WALL WITH HANDRAC 6 �" I ✓ATE ALLEY 2 - _ I � 13 � MAX HEIGHT: ±6 FT � \ 2 12"X6" \ z : \ \ \ TEE O P I / Q �G}}L)OMESTICLINE RIVATE \ AN SO 4" FIRE LINfs F O cJ U 5 - Y S � R 1 a V m x s A p 7 T - :.::::.:. STO AND _ qN 2 1g.:. 1.� .M1N:. 20 % / 8 DIP 0 S, 00 / i AIR RELIEF Z Sp .................. ................ FST \ VALVE V DATE .. .... ........ ARIABLE ID H : 73j7p A(Ij,� ;'28' In I. „W 0 N P. - $. PRIVAT Zip E &/i I GF , l2 119` A -� _ // j` , ✓\ EMERGENCY ACFS A c s 1.5" METER 11/I1/2022 CCESS EASEMENT / 5,000 / i IN VAULT 0 1$, � 8 > O /'� DRAWN BY 14S TYP. 40' 40' i 18': _ / 24' 70/7p (RFTq 3 . 00 2 � I z. 40 7YP: ' \ (.. q0 0. M. DENHARD i 20' Sp" TYPE K COPP ; 16' f$' iN" \/ 15 30 TOT L ACFS / � ERVICELATERAL { , DESIGNED BY 7' 40 / RFQUI pARK/jy M FDC ...�• - 7' I ! 20 ;/ - 8" SPAC RFD G M. DENHARD � ------ I `.20// � � / F`S � 780 4" FIR '�E ( • - 7' / // EE P4 CHECKED BY .. I l l T RNIy > ti • i 7' 40' / / % VARIABLE WIDTH 6 / S gTAL GOT FDC, "� B. CICHOCKI / r j ' � ACSA EASEMENT � CFS n> R25' - _ ___ 7 /v� Go I IEF;', 8 X8 I R25' l l HICkG �. l • SCALE --- —TEE 24 p RkI Y O U 4"'FIRELINE 1 =30 -1 _ z 40 20' // / I / : SP NG R Wit) l ° /� / "IN _ " 7` �/ z AC 2" ` COPPER /I _8„ _- 6 DR INA TE / AR 1zu'v ' / SERVICE L� •• _ E WIDTH PRIVATE ." �- "r.../ / VARIABLE KING, OAO /o / / VARI 30':: ACFS 1.5" METER � w w „ GV; ski / /_ � V OT CG 9B `?' 3 �� / � ENTRANCE U /� IN VAULT' Q- 29 !. - R25' STOP r 30 3 \ 8 GV SIGN V I � RETA NING WALL, V F \. HA TEE, ig T 22' 30' c� �bb'\ 0g01 11 71 18' MIN. --- ` '------------ ' ---- r _ } I------d- 7, III--- ; R25' ' 20' N m 7 w WAT EASEMENT 12 GV PARK Lu 54 _ I� I > w T 30' RETAINING WAL 121X Q / MAX HEIGHT: ±3 FT 2"GGV TEES LL 3 °. -6 D STEEP SWM FACILITY WET POND #1 \ ;� - R25' ------ 0 MAINTENANCE 8 ' (P.) AND ACCESS \ J I 9 _ z Q \ EASEMENT 20' %'/''' �"'--_ /' 811 O STOPAND \ - -=` S' / RETAINING WALL WI H HAND L I i 2 RETAINING W�LLS \ / `' — — ' = _3 MAX HEIGHT: ±6 FT ROAD NAME WITH HANDRAI \\LLL IGN C i s i O 20' PUBLIC MAX HEIGHT: ±6 FT ,� I L t�c -- \ DRAINAGE EASEMENT _ O N Ii W i 5' OD I J 30' i1 11.2�' BEND ti \ f i 6' S REA C ANN L i I 1.5" METER IN VAIle ULT SWM FACILITY PE K COPPER O / EXT MAINTENANCE I i SERVICE LATERAL . DETEN AND ACCESS 39 i EASEMENT 1Z 4" FIRELINE i — O' PUBLIC I cf) FDC _ RAINAGE EASEMENT - '' _____ ` ' IR R EF GA ��,. �y2 NAD 83 I 4" FIRELINE it FDC 2" TYPE K COPP SCALE 1"=30' SERVICE L I. I 5' JOB No. PRESERVED SLOPES (TYP.) 1. TER IN VAULT O 0 30so' l I i 1 49821 SHEET NO. KEY PLAN I ^' �� \�� -,- .\ _ -- � C4.2 0 c a SEE SHEETS C4.13 - C4.17 FOR LOT NUMBERS Bryan D. Cichoclri 'Z Lie. No. 53741 1111112022 �SSco IONALpti N e o0 po EXISTING j. B-ps�go E LLI ox o^ FDC \ w O m / /" STOP AND KEY PLAN ! j w I v w z OAD NAMEd>ory O 2 12"X6" / ; p' SIGN 10' 3 C X U 6" DOMESTIC LINE / Roq / ` � w cc �. 4" FIRE LINE / ry4, i 10' 0 \� ' \\ cc `N° O p83 FU¢ in / 10' / AIRaRELIEF N o N > • �•- � VALVE V y V w M K AIR RELIEF SCALE I"=3$' a ` VALVE 10' 8..X6.. T@ oco + / / 28' '� r 6" GV65HA \ \� �1 1.5" METER �<V 4" FIRELINE E STING j i IN VAULT / I FHA \ 2" TYPE K COPPER ' � � � 1 O GV SERVICE LATERAL REP C _ / LA " TYPE K COPP / ` 1.5" METER 1-,M TEE j / ERVICE LATEz�ZAL G J i IN VAULT qkS@ ' M 6 ~ 1MTH 8"X FDC �. U ��128 ' Aq � 4"�FTSTGORycF� p> w / 10' i 10' \ 1$'' / i NFSs G spp FDC, ti / s /- "' 28 RFcy -oo_ x a - 4„ , , ' �ORC NONOpo ps> p _ a o \ : ` ` , , l \-------= = o Fsi q Og F✓Fy o z IEF ( / -\ S �� \ 6 3As'OFNT/ - ACV@ ,' 4" FIRELINE / ^ 8"X$" 6 8 > DATE TEE I V 8"X4" 0, S4q TRS 1 I > % /i , �� E- _ `i'� N3 4g• r 11/I1/2022 ��\\ ct :... 2" TYPE K COPPER _� �V �5' M%N' \ ,� ����` ;'10' / \ s8'F ( O SERVICE LATERAL Sgs;, \,\ SqN / \.. 1 I DRAWN BY ,1 r 8, 91 \ \ 1 r M. DENHARD 1.5" METER i /v w P�iI\ .. � �;; I � 1 I v "#irE'r: 4" FIRELINE VAT \ IN VAULT" �� DESIGNED BY 2" TYPE K COPPER • SERVICE LATERAL \ S � Fn M. DENHARD X6" TEE, 8"w ' \ � I \ 1' • FDC 1.5". METER 6" GV, FHA _ \ i I \ • CHECKED BY IN VAULT AIR RELIEF \ 8" GV / VALVE VARIABLE WIDTH \- (TYP.) I8"X8' \\ • B. CICHOCKI ACSA EASEMENT g w \ I TEE _ • • SCALE I;�N rl "1 i; 5'. \I' / 1 \\ \ • 1'=30' co 5. r J z 1 10, co i, zo N I 12" GV �n PARK 8" GV 12"X8" I TEE 12" GV - ® ' _______�__ ...::i:.. 9' SWM FACILITY MAINTENANCE r v u� 5 - AND ACCESS w z EASEMENT I I I n / I r] I I Q a > � UTFALL 4 ;X �__,--- 20' PUBLIC / r I I I I w w 20' PUBLIC J DRAINAGE DRAINAGE \� / Ao"' // � �o,, J � — I� 5 EASEMENT \ ` I I III ( ° Q OUTFA��5 ooa EASEMENT i 11.2A" BEND `1 - \ \ ' — \ / /� moo^' I ' I � • H� w — 1 I ,� / I `� ti. J J 115,. METER IN VAULTit �/ / l I I I Q I �' ..�. PRE-TREATMENT: I L M FACILIT ; 2" TYPE K COPPER CURB CUT \� L — J _ J L — — 006 NTENAN I SERVICE LATERAL . \` DISSIPATOR CELL ) \ /� J L Q JD AC SS L__ 39 p) / 00� S Z ENT I Z 4" FIRELINE i /``,, ` / \ � \ ^�, O p ,� FDC \ / / .-.. .--. .. P \aq:> Z/ Iv_ 18,---1 5' - I18•,: -o \ AIR RELIEF FDC IR R EF p 0, VALVE `\ I V VE �. _` ':.' O�\ 4,:FIRELINE �` / 1 i \ �✓ [/ jo / �^��ro 4" FIRELINE nG 2" TYPE K COPPER \ 1 \ ` / a Z / FDC 2" TYPE K COPPER N \ SERVICE LATERAL I / / J JH o :' ::::. 5 SERVICE LATERAL 1.5" METER ^� , / \ N = ' m I1.5" METER IN VAULT O \ IN VAULT 51 / —%11i / / III \ L ��J o PARK w � 41 co \ i VARIABLE WIDTH I 5' ACTENT :: STOP I I ^ / / ROAD NAME 5' - I JOB NO. 49821 SHEET NO. C4.3 7 rA 8" HDPE CONNECTING FOUNDATION DRAINS AND ROOF DRAINS / \ 1907 �� �\\\ 1206 'S' NAD 83 / P- SCALE 1 "=30' \ �' 0 30' 60' KEY PLAN J FA -�WAAIIIN IN ii � 1 O� 0 41 � 1 � 24- ■ 1.5" METER IN VAULT �•�1 �, :et•'� .� Ac it V f • g i r II d II► • SHADED AREA TO BE CLEARED AND GRADED AND USED FOR CONTRACTOR STAGING AND ol ASSUMPTIONS HAVE BEEN MADE FOR SWM ON FUTURE IMPERVIOUS AREA .• ■ FUTURE IMPROVEMENTS TO BE CONFIRMED BY PLAN AMENDMENT OR UNDER SEPARATE COVER. PARK \ 41 \ i VARIABLE WIDTH 5' AC ENT STOP AND ROAD NAME I-5 ----------- I SIGN a �o — — /V� I G 8"X6" TEE, ?_, I 8" GV 6" GV, FHA 8„X8„ ' Lv TEE (TYP.) 8"1N PUBLIC ROAD 3 _ f — SEE SHEETS3 - C4.17 FOR LOT NUMBERS (rBryan 44 111 0�i D. Cichoclu \ U Lic. No. 53741 \ dp 11/1112022 O� \ SSIONAL� M E \ O N Vi N \ > E E � W Lu 7 3 LL o 20' PUBLIC U. w DRAINAGE ¢ LOu v z EASEMENT w —ui O GABION FOREBAY d > o N r TOP = 472.75 Z F i CL _v 30� VOi w �� 11.1 o¢ V) = N z z O FU¢L C N N / o ry > Lu 00 O \ / (D - ` � H L1 Lu 2 Q // / i< UQ Li z O DATE \ / In ✓ j 0 1111112022 DRAWN BY } `\ M. DENHARD DESIGNED BY �\ /\/ •• M. DENHARD //�� ^ ! /� / V \� / / • CHECKED BY ^ / / v �l,�O • B. CICHOCKI / / • • SCALE v / \J • G CROSS _ TYPE III BARRICADES \\ / _ T�Fv1PORARY EfyD OF / ROAD (TO BEXTENDED / IN TW, NEXYPHASE) / El D OF OADWWARA%' / r / WITH PAR,19NG"MNO L L 66 _? M o IrJ II U W z r- I I L— �/ ^\ A / / j \/ N / / JOB NO. 49821 SHEET NO. C4.4 c a c K a t r 0 t 3 pa ?Q >u N N Q a2 6 c E g L a0 Oc � 3 0 y ma F- o� Q§ a >2 Y xc 0 t � ,.. TH of Bryan D. Cichoclu Z / \\ \ ` U Lie. No. 53741 \ f \ q I1/11/2022 IONALO \ \ o FHA TIN \ N C 6 9i T I \UGC qti \ E \ ° LU l � GAO •\ �Ot.^- EXISTING / T� w \ KEY PLAN ¢ L-iji v s z FHA J ,.° -Ill [) W M + 6 90 _j ow \ Ln l / N \ 83 -cc I;; n ac� N w GABI EBY \ A, Yola0 \ SCALE 1"=30' o J TO `9 5 R=101.91' \ 81y / 0 30' 60' ~ s: T=13.34' X" lUO / A=14°54'46 \ A M CB=N18°04'19"W MS 0 ,/" Q�/� / O C=26.45' % O/ R=147.40' `� L=1018.08' / ql' NQkFy' / \\ 0 / O BIO #2 9 2 .36/-/ \, T=79.16' II` Ng \ A=56°28'44" CB=N18°46'46"E \ �� \ 1 V EXISTING w C=139.48'LU 310 #1 / \ \% tiq a \ / Q o \ / 8" 81111112022 g' �'�7s R=148.00, DRAWN BY L=1018.08' / Gp ° M. DENHARD \ sx0O A=15°41'42" \ I V q • DESIGNED BY 3 \ i \ \ m \ \ / / \ �\ CB=N39°10'17"E �G C=40.41' • M. DENHARD \ \ L T=18.08' GABION FOREBAY / T \ • CHECKED BY TOP = 458.50 \ \ `\x / / UG B. CICHOCKI CB=N17°52'54'W' SCALE / / \ \ \ \ \ // /\`\g•w \ \ \ \ ... • • y0 /STIN/G J C=27.00' / \ l \ \ / Ai 191 i CL 3 i 77.00' L=1018.08'' T=15.70' D 0 \ CB=N42°51'03"E \ \19+ oo R=300.00' O \ I I I \- N2 ° ' L=558.62' `J �o I / R=75.00' \9�35.F U) / T=65.22' I L=1018.08' _ C\1 I I I T=16.69' qb ui A=24°31'51" 1R /VN3?° OxpB=S88008'43"E CB=N41050'07"ESSC=127.46' A QC=32.5T >w 1/ �� a° I / J w 11+00 12+00 PRIVATE ALLEY 2 1 13 C2 Z R=19.w R=1415.00G L=634.40' SAN -� _ I I 2: J T P 4 5.00 14+0 8^ >800, T=106.72d D L=634.40' I A=8°37'33" B=N1 BIO #3 29' C=212.83' I -_ Ico 'LL O A=254614" C0°38'22"E 30T=45IVASAL2- mJ Q 15+ / IQ / CB=N19°12'43"E I I I ~ C=88.31' I I I I L=634.40.' _� „w z T=159.24' \- O o A=12°47'47" O \ j oo CB=N21 °22'29"E \ _ 16+00 / \ I + C=316.50' 16+3 TZ 3 1N / U) R' NJ% 2E \333 /" M° SA N N -i -/" R=1200.00' 15+ �- R=1200.00' Ga' . L=1214.65' - 2� 1 �- \ L=1214.65' g A=27057'34" T=298.74' JOB No. M.. NdS CB=S20029'38"W SAN_ A=27057'34" C=579.79' \ \� CB=S20029'38"W 49821 \ - C=579.79' SAN SHEET C4.5 NAD 83 SCALE 1"=30' 0 30' 60' r / r •. r lt4 rIN M. I !- /j r Ln rr" 00 Ili n DATE j, M. DENHARDDRAWN BY 1 DESIGNED BY ►��M. DENHARD COMMON low �AB. CICHOCKI lU TOP 431.00 WET POND#1 iJ l 2 8"C NOU PALUSTRINE FORESTED WETLAND (TYP.) OUTFALL 1� JOB NO. �. 49821 SHEET N0. C4.6 GABION FOREBAY \ �` TOP = 458.50 \ \ N, j ' I I � I � I 1 I 14+00 8 AN _ - P ' T HEY -� AN 2 _ 1155�+-00 R=1420.10'-` L=634.40' T=159.24' A=12'47'47" Zq \ ' . 1 ilos lr_�,2(r=40.41' • v y We" I • ', i • :� G - `� G �7Y _ LL LU - © �. - 00 „ / WA • / / DATE 1111112022 2 / o •� sDRAWN BY 1 1 M.DENHARD WWI 1I \B. CICHOCKI CHECKED BY o- Minimal 0 e _ 1 � - .I 1 _ � I •r.•a• • 1 III I1876 SF I 3134 SF 10 • 1 1 u • Ii l 1 ,.,_reel - -� ,\\ • ���✓/ l� ♦ 1 1 • I� •//� •. 49821 4 � p w - ; X�p \ ,c sgti \ \ R=321.89' \ L=1246.46" T=42.32' \ / A=14°58'49" R \ / CB=S45°56'55"E� \\ EXISTING C=83.92' \ FHA / / \ / o � � R=385.00' / L=1246.46' T=110.08' i CB=S69°23'43"E i ' C=211.68' / I I I I D CD I \ CD R=252.00':. AN L=619'56' T=140.' q� A=58°18'07" I OR _ CB=S82°35'24"E I 1 C=245.50' I 0 Io 1 _ — I I I I 1 , 1 UTFALL 4-- „1 I ; 1 OUTFALL 5 I 1 I --- \ L--j \ O yk cp I , u� N hoo SpGT�q,QCFC NF>Gy ORy000 gRQp°S>9 9 4jO6AppF�Fs�><<F G 798O>`STR/ CT 2p0 \ gC, EXISTING r /2" 3(, FHA a"W \8170� 1 / q/v OD _\ z to JFIVV I< 3' BOTTOM WIDTH i _/ / DRAINAGE SWALE 1 1 4" PVC EXTENSION (SEE SHEET C6.4) EXTENDED DETENTION POND & 1'-6' CLASS RIPRAP II BIIO�ORETENTION MIXED W/ 6" F �4 TOPSOIL R=208.00, L=619.17' T=45.40' \ \A-24°37'23" \ CB=N80°34'14"E ,C=88.70' I \ 1 GABION FOREBAY TOP = 472.75 K PLAN @' SCALE 'S"=3Q' 0 �30' �0,1 b A �TNFS F 01> 0 qT o 6 o°O o. R2 p'QG' NO,c °S>o \ --- - a L541?7 N �q`>oFTAc TRS i Q \ �A IV30 49 \ i r � r � r L \ j r— \ l o /rJ L=291.22' Nl/ T=149.97' A=42°33'55" CB=S81 °33'34"E C=279.49' J < / F -7 ccl(b6 co / Z' M E O � O N Vi N C > E LLI LL log 3 ow- w om Ly t M J U m U W N 7 U1 � ..0X - N < ix 0 Q v ti U N = U > F m oO1 N � M a� 00 Ln M 0 U 0 H 0 w LU x U a z 0 In 0 N Z f LOW DATE XX/XX/XX DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 "=30' W J J �wz ' Q � LLJ m U A 1 1. O z L 1� u O U 2 O JOB N0, 49821 SHEET N0. C4.8 0 5 a tc 0 0 3 a 00 o,, 0,z 00 o2 A - a a0 0 0 3 Z z„ 0 � a 0 �3 a Y N X C 0 = 0 o �c 10 'a 0 � o m m 2 m 0 nE L F E L 1 - 8" HDPE CONNECTING FOUNDATION DRAINS AND ROOF DRAINS `\ 1206 'S' NAD a3 SCALE 1 "=30' 0 30' 60' 8" CLEANOUT 8" DIP — WATERLINE 3 GV — 8"GV- 12" GV OUTFALL 4 � 1 I — OUTFALL 5 VTFALL EXTENDED DETENTION #1 2 _N4°40'44_E 48322' _ 12+00 1907 �11 L- o ---7 r-J / / /4, / �7/ /� J us so I III �J r C —'LJr I�r L — 1687 `/ \\ \\ � \> _ L 1710 _ — 1 <\ \ \ \ \ r= 0 ram, \ \ \ qR=25.00 ' L=619.17 T=140.56' A A=58°18'07" .3CB=S825'24"E l 12"X6„ CTEE =24550' U i 1 i 12"X8" _ TEE _ DRAINAGE SWALE 1 L\ / 02 4" PVC EXTENSION (SEE SHEET C6.4) EXTENDED DETENTION POND & / BIORETENTION 1'-6" CLASS\I RIPRAP MIXED W/ 6" F TOPSOIL FDC \` AIR RELIEF FDC VALVE _ �. \� 4" FIRELINE \ 4" FIRELINE 2" TYPE K COPPER DC 2" TYPE K COPPEP \ R=208.00' ZVICE LATERAL SERVICE LATERi L=619.17' \ i , \ T=45.40' 1.5" METER 1.5" METER IN VAULT A=24°37'23" IN VAULT \ 0 CB=N80°34'14"E Mtn ,C=88.70' / o + I N I I I. 8"X6" TEE, \ I 6" GV, FHA 8"X8" 8" GV 17+0017+1�4.84 ZF Np ( ) -t 16+00 N4°40'44"E 15+00 _ __- -� --_ Ww N nmiip„ 12"X8" CROSS m GABION FOREBAY TOP = 472.75 J M E O � U N Vi N C > E � W U IV LL o 3 oW- w o Q' W L M ¢� j U c0 J — ul > D O N zFP� 3 o W oa =� V) _ N U F Q c o O ry � M oo s O x cD s H 0 w L w H Q z O I Vl DATE 0 XX/XX/XX DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • 1"=30' • w // r '_ 1 // ' ' / W O0 r <// 1 'rJ �� CD v II � Q LJ � J ^\ II IJ—I > 1 1 I I � i� � 1 wl \\ II ma �l \ ILL _ 0 0 O o JCOD) � rJ •� F I� 0 I+ + L_.� lu JOB NO. ��`� ;\ \\ v/�/ ��\ 49821 l SHEET NO. a K a t r 0 t 3 pa ?Q 12N 0 Q a2 0 E g a0 0 c � 3 Z Z m oe �a F� Q§ a >2 Y xc 0 t� >u aq. U E a� U 06 a c 10 ' 2v a 0 N CO 0 � U O � C N U) o C U N G O 0 N L I KEY PLAN III NAD 83 SCALE V=30' 0 30' 60' / / / / LEGEND ® PUBLIC DRAINAGE EASEMENT ® PRIVATE DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENT ACSA SEWER & WATER EASEMENT ® PUBLIC ACCESS EASEMENT ■ POWER EASEMENT a I / � Lu /�/ ►-�•�f Jam• ��••����.•••ii•• © ►,•A•� /•�i �����y� wall No (SNA AS i 1 4465 SF 3842 SF 00 MIR- bi IS DATE 1111112022 /I, ::gyp• �:1 �. ���� - �t�---r�o�1��11�7� -�, \Z\\A`Z'\\II\�•d�\'d\.� : _ '• `„ a DRAWN l a •� M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SOMME •�'� '� ,J 1. as -� n° I '��'�/ as -- =�-�a ' • / -` All -- -- ---- _ - -_- r8 SF 4299 SF uum°uuumum► SIMON `I 1' _ (0 JOB N0. 49821 SHEET NO. i ,...—..._..._...— C4.14 *200 7bub �y r 1, ry , •�,,,1 , Ijei `� \ I v % ��ji"\l 1•G- Bryan ICichoeld p r / .` .' ` ,''�, �. • �iiimull •4 • �MY�� 1 �1•u s��Ald��`�I�.\ ' />Lie. No. O • .• ��� / ��' �I • ,� �_� IYY YYYY YYYYJt, �'�+/...;` JY 1 y� • '�� \II i�� ,• / � � � , MfIM]` t, ,♦ •�dnulmll�'uiin � III , �. • lr •�.;��� ��"M"���i�: i��J�/�!,z �°°•�i 7 � �� "�j':� , • ' • v� '�,/,� i�u�lrld.l terJ• tea_.. ' s�lll ��.�>:�� • 1 .-: • \ i I •., ay ••.• •. mm .a : . �F.wil;ZW� %Q,, l"Q Mw ��•,�� ��i •' 1 SRI Mill ME �� GT V4-16 2207 SF, v -- �� SCALE'S"=31\' J W ', ',i 07 J 20 ,�I � H V4-15 ` Q6p- /� 0 \ 30' i'//M T\/ 2208 SF \ \ \\ V4 28 EXISTING \ \ j 1 3848 SF V4-29 FHA / V4 14 \ \ 2027 SF 71 2028 SF V4-30 l ?� 3744 SF , \ \ V4-31 2027 SF V4 33 — w—/T�IFCOtc� o�G o w w 2027 SF V4-34 / /\� SSFs2jp 9T/Oo�000 _ c=I o 2027 SF NOc s>oo 1' a q4O z V435 \ \ \ \ \ \ \ \ \ \ \ 2028 SF \ 6 3q� /OFivj q`/O Oliq 1 0 V4 13 \ \ \ \\ \\ \\ \ \ \ \ / V4-36 DATE ' 3851 SF i �\ 4� >` `� \\ `\\ \\ \\ \\ \ \ \ \ / 3305 SF IV30,/ S 1 1 \ \ \ \ \ \ \ / 4g 5 1 I 1111112022 022 � ' \ � I \ \\ \ \\ \\\ \\ \\ \\ \ ` - �" � ��� \ 8 F 0 DRAWN BY / V4-12 I M. DENHARD 2179 SF DESIGNED BY c 4-27 V4-11 \ \ \ 3473 SF �GT\ \` ` \ \\\ \\ \\ \ \ \ \ • M. DENHARD 2123 SF % ` \\ \ \ ��r�\ % / \ \ \ \\ \` \� ` \ \ \\ co I \ i • CHECKED BY ` \ ` 1879 SF / cT VARIABLE WIDTH ` ` \\ \ \ \ ` ` : • B. CICHOCKI / N4-10 `� \ ,[ \ACSA EASEMENT `\ \ ` \ \\ \\ SCALE I / 22079 SF � V4-25 %i" / \ \\ \\ 1 ",=30' 1894 SF �T\ /1, V49 P. \\\\\ \ / \\ \/ �\ /\>/ ci 3064 SF i \ ` `\ \ �`r�� i 3' BOTTOM WIDTH N, V4-24 DRAINAGE SWALE 1 \ < / \ �/ / / J / 2415 SF %" �'� r J / / \ T\ \ � r J 'i\\\ `\ \ 0 \\7% N. J l \ / r CL Nt \ ------fir � I \ .. 4" EX SAN. _ M I \ 1.OP 4E 0. —w— -- — w =83 I II 111' 2 06 Sr11�--' -- \\ \ \ \ \ D S w z 1 I , V4-7 - O I I \ \ / N �- 20 PUBLI � I \ 0' C , C � w \ J J I / 1 1876 SF \\ \. C r I t o �' _I � I--' N I ! \ \ N RIPRAP DRAINAGE / o / 1 I I!`' T F EASEMENT ` / I I II ( Q Z GABION FOREBAY / / o I I I I N° ' �� LU 1 \\ \ \\ \ TOP = 472.75 w V4-6 1 --- \ / m 1 N 19465E II_ \\ \\`\` \ t' I 1�/ / / .__LU I \ \ \ \ V4-5 --- — _ 3134 SF 'i \\ \\\\ `\\ \ s s s ---.IJ NI/ ucr ^� p w \ \ I / TO = _ - �\ ooH / EX SA s H i ors � / / $ ` � // / O I -------------- I - LL= 486`\ V4-23 LO.=4 2945 SF 11 o // ^ ro/ / / J 2 4-4 3002 SF V4 22 ,0 V / JOB NO. 49821 SHEET NO. C4.16 1871SF \1 �� I I—L-- —I---- -- V4-3 p�----w-----w— I 1941 SF \ \ \ \ V4-21 / ab 1855SF -,`, _, / / --r---F---- T----r— —?_ 1960 SF \ \ ` \ ✓ ff r \ V4-20 Ucp\ EX.SAN.MH I \ \ 1902 SF -\'t \ TOP = 481.1 I - V4 1 \ \ LO.=477.9 wo / 3 co 2445 SF I / / • i VARIABLE WIDTH`� l // p\ / ACSA EASEMENT \ \\ \\ eE// x , / \ \ ^ o m l l� I • � 3-116 144 SF 14 i N3-120 2424 SF V3-121 2366 SF 8" HDPE CONNECTING FOUNDATION DRAINS AND ROOF DRAINS 100, �\\\ 1206 'S'�J NAD s3 SCALE 1 "=30' 0 30' 60' KEY PLAN 8" CLEANOUT 100, /' LS 1907 P-�7 /4, Ole E EASEMENT L J I L cn cn o �m �' 'fl U r -1r L — 1687 � z \lp \ \ \ / Nv/ r-1 ------------- I V4-8 I __-- 2406 SF - I 1 V4-7 1876 SF - - i 1 '1 1 ` V4-6 1 __ 1946 SF I 1 1 V4-5 - 3134 SF ' 0 V4-24 � 2415 SF i - - - - - - - ` \ \ V4-4 3002 SF V4-3 1941 SF \ \\ \ V4-2 1960 SF V4 1 2445 SF iVARIABLE WIDTH \ ACSA EASEMENT I ,I I , I III \ \ \ \ \\\v// 00, vp OD OD II I I u ul uI I Nryry pp dw \ RN q I \ \\ r— DRAINAGE SWALE 1 LEGEND ® PUBLIC DRAINAGE EASEMENT ® PRIVATE DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENT ACSA SEWER & WATER EASEMENT Bryan D. Cichoclu Lic. No. 53741 1111112022 /F PUBLIC ACCESS EASEMENT M E M u m D S ■ POWER EASEMENT > Lu LL o 3 20' PUBLIC 0 U. wO C RIPRAP DRAINAGE m ¢ "' v ' F EASEMENT uj z O P GABION FOREBAY a > o N r- TOP = 472.75 Z F i M 3 to VOi J iy W ,max =N z O FU> < c Lr; / / y0 N M > Lu Lu 0 V4-23 2945 SF o \ V4-22 -� 1871 SF 1 w / L w V4-21 / = a / U 0 1855 SF \'', l Z O \ ✓ / DATE V4-20 1111112022 1902 SF '1 DRAWN BY M. DENHARD / V4-19 / ^ � �/ � 4416 SF / / I / DESIGNED BY /�� /�/ / • M. DENHARD t / V / / / • CHECKED BY / rol,�O / • B. CICHOCKI / / • • SCALE — — v / / • 1"=30' PUBLIC ROAD 3 K a t r 0 t 3 pa ?Q >u N N Q a2 6 E g a0 � 3 Z Z y oe �a F8 o� Q§ a >2 Y xc 0 t� >u aq. U E a� U 06 10 ' 2v a 0 N CO � U �N N C N 0 C U N G O N N _ or � `, � � � �� � � i i � � � _ c♦ice � ��,t� �� ���'•... � � �� s it i i i i v —� �, � ���� � A ��op . i �•���'�// � u (.�� i ' .��� 1 • � 1 1 1 1 ,' Q � � i / = o • , _ R.. 1 ,•o ♦ �.w i% +fla�. .luli�il]L'♦• .�L� a . •, I i pp DAN .._ �. MA �i �IRAN Msml df F \ I' • . , �,t . Y Q+ ®� <. f © I,��� �/, � � � `fie ��� ��'� � � 1® � �� � ♦ y '• �i ( . • '� � �, �•.�� _ �� `I .• ' .. , , , ,' ��� • Imo; � � �j : may►] . ME ME \Zvi- QNS -; ,,, � tit ►�� � _ \V I� �! ME \' I/ / `� ® ���<... _ ��1�,•,: ���r/II�,T :``�., a �� ��� 1, • 1• � � D `' f_ - -- - —•_'� —,_ 1.� 1, ` M. AMM.— r'-�'�,' � • � \■ �_ _—�.� fir' _ OR CO 0 III ROM MEN - i 0 a JH Bryan D. Cichocld 3741 GABION FOREBAY ! \ - \ A 1 1 02 AAA III I�l�l: 11I- \\ 2 /// \�{ ", � f ' ,;••_m— % /\�-1'. / \ l \�_-- \ `\ `\ \ \ \\ TOP=458.50 \ � \\ /,; e"• Ory,� FHA I / '/. // / / /\x\J/ / / _ \ \ � \ \ ( � \ \ \ \ � "• - _ Yll '_ / ME 0 N O 10 \ •'/ - - ••, '/ '/ \ I I I \ \ \ \�� coo \ / ~Lu63 0 KEY PLAN - i s.., \. / / / - ' - r / \ \ \ \ . \ ¢ � v w z 0 / aoz ' / r ��— _ / vi O %`, - co PRE-TREATMENT: / 4 I / / — — — — — / ' ' - - \ / '' // 1 I I ~ o N w CURB CUT K DISSIPATOR CELL 00 SCALE 1"=30' \ / / I r l �l / / ;r' / / ' I '' o w \ — 0 30' 60' _ o /'J. ' / / / /// A // l � •- •I \ .� l / I // � �, / I � 1 (— I l / V 1 M N 4s9 60 O GABION FOREBAN / / / SAN SIN M1 / TOP=455.00 0 0 R _ �AN SA \ / / / \ -_ /// / :• ^ I I / _ - - - \ BIO #3/ 'q55 % I I I I I r -- — S a I 540 AN I•: '; / ( .. / I / _ _ _ _ - - - i y �y0 / / / \ \' \ / > DATE 0 1111112022 539 I I / ' I / / i i I \ o• /// / - '` \,,,\ �,-' / v \i / / / I \ v \ \ I \ I I / / / / } DRAWN BY 460 ` - - _ _ / 1 I I ` \ n I 538 i I / M. DENHARD DESIGNED BY --- 7/ — — - - \ I \ ` M. DENHARD / / / / / \ / `` \ . 6 - ,_.. _ / _ \ / - - __ \ • CHECKED BY ,/ ' - /// , \ ; 0 ' } I - - / - - - - -/ 1\ - \537 \ c F _ • B. CICHOCKI / � _ \ _ -� ' / � ' J / / / / / _ \ \ •rJ 4 � \ \ \ I `� - - - • • SCALE 512 \\ \\ • 1„=30' /W--- -- - SA 465 /— / CLEANOUT w Q / f , , , , , 50� — --- -- - Q J J Q _OUTFALL 3 ` _ - \ - - - - I I I I I Q Z LLJ GABIONFOR A --_ - _ - co TOP=431.00 LL � \ _-- _ -- - — qq5' -\WETgONB#1" _--__ I \ 1 %" - _ _ B, HDPE FOR / Q FOUNDATION AND 428\ \ 02 1 Z \ \\\ ROOF DRAIN ,,! -__,/ - - - \ O O z CONNECTION _ ''/ — ------ — — \\— �\\445 IN 8"CLEANOUTI --- __IT1_�L --_ /'// ___��_--- //\` _ - \ �435 ------ _ - ��-_I R �CFN � \� VVI \ \ \ \ \ � --- / — — � '- � "� —__ - '/�= --- -_ 41 ��� �---_� �. — __ �� �//y//// /. / ` - �\ �� `✓�' ' �/// / ��\ � _ __;� \\\\\\\\ - - -� - J/I 11 )///j OUTFALLI�-�='�T_/__ \�---��_--\ I`\\\ IA I / \ I // \ / ' / /, / 20 / / / ' / / _ _ - - _ — — — 430- - - _ _ - - - - ' ' - - - - - - - - - - - '_ _ JOB NO. 49821 — ------ _ _ - - --- SHEET NO. — — — — — C5. 1 rl c NH el 'IH op \ nA I `• % - � ''` - / r � � , © o /� I / �\`` n REBAY \ / y`•. / / \\\ i� `'o I ! � W ONAL �.wSCaS \ \ \ �\ \ Z`� to `� � \� t' � � / � f, ��`� ~ � l/' ram; •.•• / Pam'\\� -.� �- :. 1 1 \. . \ \ \\ \ \ may. \ - r a/ I / / •-__/ ,��\\\\ �\,/', �_•• , YY ��,-�`__ ,_ '+:. 1 I � \ ary I \ \ \ \ \ / \ \ \ / _•-/ \ ter` `\ \� ` \ pR0 % b� �� r/� = ib'� _ _ �` _ /l / v E x LU LL � Lu i I — - / \ \ \ 1 CD Lu Lu �' ` ` ` �� EXI/STl / / 49 a d+ nj LL O Go co \ (\ 1 / / /,� j / //' I ;- - •\1 \ \\\ 491 I I: '\. _I !„ ow p / _ f I \ d _ NING WA1 WI H HAND IL d - \ \ - - \ \ J\ \ \ \` 0 �489 co I \ --\- - ------ - / ` I / AN S \ \ ` \ / 1 \ \ C \ \ \ ` 48% \ \\;" , \ \ ` / a W W 1 � / --- - < o AN \ \ \ , / / / . _ _ ; \ \ _\ - 486 % z DATE AN \ \\ "> >p \\ I \--- \ \ \\\ \ i 0 1111112022 '- \6,` O DRAWN BY 483 M. DENHARD DESIGNED BY �\ ' _ - __ _ _\ I ;- ,- µ _ _ ` \ Z+., T • CHECKED BY 537 \ \ \ \ _ ` ` - - - - \ 81 /!' : \ \ '' • B. CICHOCKI ` \ v5 4 \ \ I \ `,� — — _ _ \ _ _ \ \ \ \ �a ' a \ / ` • • SCALE \`\ �� \ `--' S12 \ l ♦\ _ -- — - -� \ \S -_ \\ 1 / — �47$_ / // / /`\ 480 i \�\� % �• /4 • - 1"=30' 479 478 525 477 RETAINI WALL AX. \ - - - - - - / - / \ 476 \\ A `^ _ _ i ` / ' / a) \\ ` y�` --_-- rl _ r i• -- _ \ /,I I I I '_�NI I I \\\ \ \ \ `/' / 627/- ' I \ ; 8" CLEANOUT - 'O i r W Q Q w w _ \ ! _ _ \ 35_ _- _ _ I _ ( I .1 I II \' \, \\ \\ - - --- -- --- ----- -_A>s _ _ ' J -i Q OUTFALL 3 GABION FOREBAY ` \ m --- - TOP=431.00 LL \\ Q 1 I Lt THHA �\ \ / 8" HDPE - - - _ _ - - - IT ±6_F - - - - - Fi20 55.- OUTFACE 5 / f ( .1 \- ----- \ _CONNECTING - _ -------- - - --- _-- _ ` FOUNDATION ---- - ------__, i ')AND ROOF - _ _ _ _ - - - _ _ _ _- __3 / / / �i / CLEANOUT — 445 \ - ' � /�, � / / 717 \ \ J // i / / � � 9 - - - �OF�WALK OUT UNITS: LQT GRADING TO / -\I- / I -F NAuz D WITH-H USE SITING r' / / / SCALE 1"=30' — _ i' i i `` _ _�_ _ _ —__—' _ _ _ _ _ '___ �'' �i �_�/' _ _ _____—'// / / // ' _—_—% � '�'/ 0 J // /// // \.• /1 ii� \I \II / \I \ � /\ / / \ JOB NO. 0 30' -450— /' / ''/'/� ,' / \� // r- '/ /' 4 7 49821 -/� SHEET NO. KEY PLAN - - - - - - -- - - - - - -- -�--�—� '�/ � __ �' / / / / / / / \ � � I \ \ � I \ /,��� k � C5.2 OF It I \ Sp A \ p l l Ill ll Bryan D. Cichoclri I Z 224a soQ ,.p 11111120 eIJ14 MC`/\/TO �B� �RD% 'QS7q j l \ °</yT 3 OspG p /�l�c 4 '//Ili/' /� \ `--' .\ - /r\\\\ _ �ro `S`SIONALE�� INC L /ICb IV- 1 / 89 /\ / �J - `.8 � Ill' I /i/ / \r � �� � � \ �""' � � //� � / o LL O KEY PLAN J U o7 z CL LU 490 Co z \ _ 0 / /, I _ _ _AQ3 _ EXISTING / \ / '\ /_�/ /` w FHA ( _ _ �'•• \Y •'\\ \\ /\ \ 488/ �/ �'/\\ / \ -`- \ _ - _ \ _ _ � ' \ \ \ �' \ %- %` \ y'�/ y / /// �' / I_ \ `� `� MALE _.3� - — �" / 00 zl If '70/ / / / \ ' — — — — — ':�\ /-\\_ BQ—-—'\ \ \\_ �/\ /�/\`� \\\ \`__--`^' �\\_ � \\__\ //�f--_�_�_�_�_ _—_�.i//'/,fie �4 S'���q �✓��--(I_` `\ //////l \\ `\\\\' —/// tJ C / / 11111—'%---- ----' ----- „(a`• ply--- �aS—� `F _ —_' " / ` \` _ / .w. H '• — S.q \ /..� \ \ \ \ , \ \ \ \ \` \ \ \ \ .t \ _ _ — _ �� — ` `_ �' \ / DATE ___ _ _, _ _ _, _ -, ___/ 1111112022 \ _���_�_ _ `� `�---- � _ ' DRAWN BY M. DENHARD 71 IS- q y \ \ \ / \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ ` ` - _ ' ' ' / / • DESIGNED BY M. DENHARD \\\\ \ \ \ \ \ / / // • CHECKED BY / \ \ 4 T / \ \ \ \ \\ \ \ \\ \ \\ \\\\ \� \ \ \ \\ / / / / t q 384 Gc \ J / \ \ \ \�\ \ \ \ \ \\ \ \ \ \ \\ \\ \ \ \ '� \ \ \ \ - - - _ i , , % / • B. CICHOCKI \ \\\\\ \ \ \ \\ / r \ \ \^ /77 I I \ \ 1 \ \ \ \ / / / • • SCALE / �` .i / r DRA W 480 ' \ I / ' / / / I / ' \ ram/ \ \ \ / 1 ` \ \ \ \ \�\ ` \ \ \ ♦\ \ k ` , - _ _ / ' / ' / \ I\ \ \ \\ / / 8 9 \I \ \\ \ \ \ \ \\\ l \ \ ,L, �\ -/---- 47 /I / 8, 4i7 \ H 0 \\ I / 7p \ I l I'I I \\ \ \i\\ \1\\I \\\\\\ \♦ \ \ \\ / - - -- 1 \ _ If I \ ` / / / , \ 0 I \ / ♦ �- 1 \ 1 \ / `' 1 '''Ill ,11 I I l \\\ \ \ \ \ \ — � /./// /// \ r \\ \ \\ \\� V / /. cio I II 1 .I IL1 \ I 468 //i M 8\ d E� EN1D�ED/ I / , / / / / , \ \ _ \l 1 .� / I I � l 1 II III I I I L , '/\\ \\ I\ 111 i' l 1 � I , 111"1 ,1 1' I ,' I.\I, �\\ ♦\ \\\\\ \ ` \\ / // / �/ / // // // /// c DETENTIO/J POND I I / ' ' ' / /' / /' / , _ ` ' \ ` \ \ _ _ / �� (t ' I J II II 1 I 1 1 1 1 1 I 1 1 1 \ \ \ \\\\ I / / / . \ \ \ �.`\ \\\ -/ ' / 1 ' ' ' , 1 ' \ \\ \ /> \ I 111 I i'I '1 11 III 1 '1111'.I I .\\\\\\ \\\\ \ • `�/ / I I I I I i / L I , / , , / \ \ \ / I 1 1 1 ' 111 \` gg I II I I 1 1 \ \ . S '-6 �LA I / \ \\\ , " 1 1 I I o I I \ \ / .py,, / 1 1 l 1 I 1 \\ I I \\ P I / / I / \ \ \ 48 \ \ \ / I \ I 1 val I 1 1 I I \ \ \ \ \ �/ - ' / I I I I • , LU / O / r w \ \ 1 I \\ BIO ENTION ' IX W I ' / 7 \ � '� f 0 I \ / , 1 I , `/� ` ` \ \ \\ \ / `\ , 1 1 „I 1\ \\ \IIII\\ OP IL \ , Gt�BION �OREBAY , , / \ _ / \ \ \ 1 \ \ \ \\ 1 \ - \— I / /\ /� \ I w II I 1' I ,I I I I I I I I 11 \ti / 1 , 1 1 I 1 1 I I 1 \ \ \ \ II 11 I I I I I. I \ I , /(� �;\\\\ \ \\ j� \ // I I , / I I ' 1 ' I Q Q w y TOP = 472.75 , % \ \ 1 T f I I , 1 \ \ \ I I > `n \ \ \\\ u /I 1 ' I I I��' I' ' 'I N A. / ,,11 11 I II II\\ I1111' II \\I1\ 1 1 I I 1 I V 802 \ I II`� / I , / I' I I II I ' I'I'llliii f, \\\\\°l\\\\\ 1 / Ij l I J \� \s I ��( , I I I J I I I , I v' ti/ I I\I11 II / 1/111 I Illli\\ \\ a\\;\�\\\��/,---'-' I I /l�'ll J� Q \11\ Iq0.1 !� 1 I / 1 \` I /l11 Il II \\ L u'ArL= 0 / J I / ' I I ' / \ 111' II I' I 11 / l ll " III "\ `�`\\\\/ \\�_ // / ,/// /// Z =� I �—'--J ' 1 III i i"' II�I' l�\\\ \ yy Y_ GT-t— I / I I / I \ // co o ' I \� ' / \ i -!_ 1-- I'�_1 ' / I I I 1 'I/ / I/I 'lIl i / I 472 \ I I / s\' I\ '1 \\ \ /' �� , ' I I I I I I l I I I I I i m \ \ \\ i / / / Q 'IIII"II / \ \\\\\�\ \\ \ \/ \ , , ' , ' c ___•`_'\\ / / / 0 5 I \ O v / 1 \ \ \ % / , // %/\ I /, , , / I I►,1 II I II ll./, ----�I I \ / r \ b /opy 1 1 \ \ \/ \ 1 1 6 / I \ / , 1 I / J / , / , / I r 1 I I I I ' / I I' I I 1 \ Iq \ O ,,�t _I_ ' � / � / I � I W ------- / / ' __1 - `; 1 \ I I I I / / / 1 I I \ ` 1 �\ \ \ / _ ' �T \ / J / '� / p/y / ' / / ' / I I I l 1 1 , , I I 1 ,, I I I I �,\ I11 vl/-(\ -\ - I 1 I / 1 % / I I' \ 1 \A I /� / / / / �// ' / / ,, I� I I 11 I III , II ,IY; \ \ ,1 \\\II\ \\ �" l ,b. / I I I I , 1 1 I n I , � J I '� 1 \ ' / / I \ /\ / I ' / r � I I I III ' I'll Jill 1 � � ` / / / I 1 1 I I \ I l 1 I I/ II I I 1 1 - \ / // / l I 1 \ I I l 1 1 I I d _ h\\\\� \ \ .. / /. //// � / / ` `�/ l 1 1 ' \ I \ ,/1 / / / / // ' I� / I " 1 1' 'I I I '�' �1 \ , / Q o Z N 1, \ / 6 �/ , / I I I 1 I /I l \- Ill. y / '�/ I � I 1 / ,1 I' \'�1 \\ .,C \ /✓ I, / �J/' ti4 / '/ \\ ' 7� ' I 1 I y I'III I 11/1/I IIII 111 'Illhl �i� � \ /,� 'G ✓ � \/ � I \ I l \ 1 I / I I I \ \ l \ \ \ / ' / \ / / �'' � /� � 1 , `C 6 / \ , v,Q n ' / A/ •�, , - / \ / I I ' ' ' \I / ' / I I l \ /'•( I n \ i \ II/ 1 / I / 1 ', h, / \'\ \ ' I I I / I l I I �� \ \ / .�' _ I ' I / \\\ \ 11 I III I ll ,/ I ' I �1 I� / ' o , '/ 4 I -\ 1 1 � 1 I 1 \ \ - 1 / / 1 % l ,I / r-\ , 1 0 , / / If Irl n 4 / 11 . ' / / / l \/ ///JI 11 11 I I II III II I1,1 r \ I\ 1 „// 6I / wrO101, 111' B✓ l / I '' ll'I / -7 , —� J I I I I Yoh I I I_ L / /--y ' /i0p// If I III ,III •,I , \\\! I / \� \C� \ ,// 1 -t — -t- J I I I I I I I I %\ \. _ l I I I II I IIII / _ \ / 1 F' — 7� l 1 1 I ' \ - . I / 1 / I / � 1 , / / I I I I I \ , \�\ \ I l I I I I I I I // / �' �/ ' / 1 / %�e�/ , �' I 1\ / \ I I / I \ ✓ 11 \ C ) ` I /� , l ,Ill /l II,II II I I ,I 11 \ \ / � ) I / � / l 1 , I I I I I 1 / //// Ill IIII I II \ / / / \_`_\\ / I / I / / I , ,% 1/ III 111 I IIII , , > l / 1. \ \ / l 1 I I I I \ ll I/I I II I 1 I / I / \ \\ \ / _ \ / \ , / / \ \ 1 \ / / ' I\ ^ I--' 'I, II \ 9 Y / % /'/ / .1I _ / / / / / ' / // / / / / / 1 \Y, 4 O. Ga / / / / / / / ' - / / I t / \ / \ / C /' ' / / / l /j / - - // / lI \\I \ \ / / co ,I I Ill/ m 1/ __/1 -/-- / / /, / /' /, / -' \\ G•°�� I // � I/1I1/I 1 I11 /y\ 1I1I1,1II1I1I1I1I1I1IjI1III \. \ / '� / \ \ \ 1 1III' 11 1', I/ /Il c\ v \ \ l I 1 g _ ' ---7 ----- . ____ - __�___________ J-- JOB NO. 5 706 ! / (YGls�/ / �\ / / / / / / / / // l l / /II l // IIII \ic I \ I I 1 / /' ♦ , /, / / v\ /\ /'----7-, / ,// Q i--' _ l/ __"''-TJGL.�' ' / ' J / / l �'/'// l'll'l II,I,I/l,1 I �� I I IIII 1 49821 / ,I1 - I I I I �/Ill r // l l Il ll, , I l I \ I I �1,1, 1 SHEET NO. 5�/' / _/�--_-" /%� , //// ////IIIII//'Iliq\v(I\_I \II'l I L ' \ \ ' ' / \ 48-" :'' / \ \ \ // �__ _� / / l /.�/, // ,//////l l IIII,I C5.3 c a c t� a c t r c 0 d t 3 pa ?Q 12N 000 am 0 c m gd m a0 Oc � 3 Z o y o� � n o� o L a.§ d it 7 y x c 0.0 t � DR A WA L 479 \ \ \ I \ nrMov�1477k\\ _ - ,475 80'�-,'.'V� SIGNAL A \ _ _ / ,' eE ENDED / I / / ,' ,' 3 DETFNTIOh POND I / / a HT 455.- \III 1 \ f / \ 1 1 / I BYENTION w v ono z ��o� O a - OPIO02.75EBAYwrNi \ \ \ \ -------- - - - --- - _ _ / / / / 47 \ z� �� Ix \\ _ - - _ - _ / / I 1 L_- / O 1 f , / �� �LL w In o z =Vag z0 '^ 472 I / / E > LU M 445 6�' i �'� -_ /,�''__'---_'�'%-_'�� �'/'/' ��SJII/1 / / / I / / I I/ ' I / \ '•' / _/ \ 1 I I 1 1 I / ^ O -450— ' ' ' ' / / ' 1 ' I I I // ' ' / \ \'' ' 4 \ ' ' 1 \ I l /�� H 4 II / , / \ / ' / \\ ` 1 \ I I I ' l I l / 1 V\ \ / 2 Q --- _�---_---�'//''_—_- _ - - - - -- Z $` - - - , ' _ ' / ' / _ / i ' ' / / / \ ✓ z DATE 1111112022 -------- - ___' / ' _--- I it /' I , / ' \/���/ I /1",1 / ,' Y O _ - - - - - - - " _ _ / A \ / / \ \ , / /\ G / \ \ 1 / I \ \ \ } DRAWN BY 46/// / 1/ ' 1 \\ /11\ 1� I/ \ \ \\\ / M.DENHARD ' -- --= UGT—_ DESIGNED BY \\ , y \ / / / / / ! / • M. DENHARD _ � — — � ' _ - _ - - - ' � � � _ _ _ - - - -/�' / /� _ - - - - - _ _ \ \ � � � � _- / / - - \ � • // / \`/ / 1 cc\I � I / / / \ _ _ � � l / / I ' ' / /' / / / X 1 l 1� I^ /f \\ \/ / / / • CHECKED BY . --' I / / \\ 1 `/\ (\ / �o^b • B.CICHOCKI 706 / / / / / I ' _�-���. - � ''' _ - � _"' _' / �-\/' --- _ -/__\ \\ \-_- / / �I 1 ' � I V^I I I �_ ''• // \/ / , //' , / ` / �� • • SCALE /_ 485 � 1 / �A.80- y / / , \ Y� --------- � / _- � , � I I ` _ i _ -�7 - 8� —�� —--E�pIgOCROf�3 �ts���-- = EX. SA/,N/�/���1H_ 1. 4CL.1 'v TO; 40 / I/ \I/ \ _ 714\ /' I`\I III /-_ -�/ /l. .�481.6 �� /v c��,/ `� /' �f �/ / I 11 I /' i--` \-\ \\`----'� J `/ ''� 06 47 1907 /' ---� �\ /' /' \\\ `\\� I \\\\`_ 111 \ 1 `-IW �`-1\ I `\�- / 4- iW/r / \v`\ \\ I / / ' I 1' I 1 /// /// \ v, Z \ - --- '� '-- - l--- - - - - -- w a \\12Q6 4g5 < w \ \ �I I �8„ GP a I� L -I / / I I / ��(j \ / 1 \ \ ' l l //GP I l J V 91 1 O / CC a Q 11 \ I EXSAN./ll'H y 1 I I 1 TOh=48 5` A 9 >K \ m . \ \ I I I l I I \ Y./. 6 71 II w Qtj r nO,TT I I / / , I l.L-4so.'J'" /� // / i I ,'' / w \ \ \ I IDD I ��_ I `I \\ \ `\ \ L10.6�:4.21 I I I y > p'] a \ \ \ I I 'I X J l.b.- o. \ 'r �\ \ \ I I I I I WNW _ \I / \ / , �/ " \ / , . \ P \ \ I \ \ I\ O,\ \ \ 1 I I I I I I w L _ r / 11 \ \\ \ 1 \ \ \ \ \ \ I , /'rx— 168R� I S„ I \ I I �/ / //` / /' /1' J J \ `\ ` \ \\ \ \\ '� \ I I ITI/PLL� I I " O �t NAD83 \\ `\ \\ \\ \ \ \ \ \ \\ �\ > `\ I ��� / \ -----� L_-� I I \ J I/ //`` / ,/ /` - / I ` \ \ I \ r \\ \\�\ \ \ I 1 I I� R I i31 Q }z '^ W.OA // / v • / \ \\ \ \ NP LDS B ~ Lf �I 1 /` II I / , U) l-- — — �,%/ /I / /, / / �` /'�GT - - uG� \ \ \\ —\I / / \/ I \\il \^ \\ \ \ 1 1` I\ I\ I I II 1 • ' C O O Z SCALE 1"=30' I \\ \ \ \ \ \ 1 \ '` I 1 I I \ \ \ 1 -I f ` — . ixI / _ ' / / - _' I J / 1 \ \ \ L�XJDI/ I \ O U — \\\ , UGT� , , _c �� p F ' -r / / ,' i' _ \ / -� I 1 \ \\ / // / 11 I I / ,1 \ \ \ Tbp f 46 3 0 30' 60' I I \ \\ \ \ \ ' I / (O �� J I \\ \ ` L�- — I II / / ---� uJG — -/— �/ °� / I , I 1 \ I / I / / , /'1\63 1 \_`,�'`� - / /� , / / p�0 I \ I � , , � / / /\y / / 1 \ 1 1 I l 1 I I I / I I _ '/ I , \ \ \\ > — " - - - - / I / I / ti :.�' / ` / /' ' /'/ 1 / \ I I ��-L-I-71 r' / / l / 1 ' / "\ / / / 1 \ ' \ \ / n IL / \ _ _ c /' ' N I , -tl- - }I f /' / /' / ' CJ �'lo ' // 1 `I I I / \I /�1Dn / /' , ��/ /'I I/ I \\1 I ; /EX.,' I'F- -V�-.' /^X/ / /'/ ,L�,O // \ rJ \ / I I� I 'I I/ �` // /' ,/ / 1 TOP71:89.0�^T � r1+ 1.,.= 478.2/ N. \ �` , / ,,` , ,' I I� i I i \1 1 I ,I I , 4 ,- i ; I `\ \ M ` y %_ '��'v 127 / Dn/� \ / \ I \ `� _ --_ `\ -\ Z I I 1 / I I \ A\ ,\\ /� II\� /\ /-� I�-l\ \II II \� \� I' N 1 —1-pr� ' ,'' ,/ \ I ' ' �\ \ ' 1\ C I 11 I , I\ II \_ 1 T -1-- I / , / - W--` — /=- I \ \ ; 1\\L • �'\ \ \ \ \ I\ \I \ \ \ \ \ / / \\ \ >� I —IW— -f- / -L _ W_ _ I \ / / ` 1 \ 1 I ^/I \\ \ \ I \ \ \ I / / / I \ \ \ 1 N f I I I I I I / / / , , / / / I ' ' I II �� I \ 11 \\\\ I I 1 \\ \\ \ `\� o r ] 1) 00 NN / ------- I V \ rn \ I I V /- T------ r i/'C J I I 1 I I / �X�SAN,MH / / / / / \ `\ I c \ >� I \ 'TOp =482/i I - \\ - \\ \ \ \\\- _ I 1 L \ \\ `\ I `\ Jcs ' ~I p I I II.Ic.�. �'4Y6.8/ \ �1 / v ,'\ , _` \ 1\\k�' 1 _\ / 171 / _ _ _ _ _ \\ \ L_ -L 1 I Bp I 1 1 1 \ 'V vl L I �1J / ^ ' �- _ _ \\ \\ \\ \ \\ 1 \ I I I,1111111 \ /\ \\ ` / I\ \ I/\l�. fP� \ I I \ II 1 1\ \ I JOB NO. UGPT� I�I I I�II1 I1111\ I1111111 \ `\ \\\\\ \.�/ `\ >� ,/ \ \\S'�C /' \`h ` �/ \ _�I �" I /' V�\-\ 49821 I 1 \ \ u' \ rt q,\� , 1 /, I ` `1 I I '\\✓✓'Jnl I I 1 \ C \ \ 1 1 I j11j \ \ \\ \\ I , I I ^'' \ 1 } ^ , \ \ SHEET NO. KEY PLAN I 1 1I 1I 1 \ \ ` \\ f C5.4 JJI Mimi al � TI\ :: \ / ���.�� �� � p 7" c!i �♦'� � fir -.a. �:'- - `� /r ,�.- _ wn IMORMIMM �� �� �� / / \ � _- A �� n. a u,( •4` S 7^� 7 J. Sr uJ; � .r` � Werr-II IIIIT'1/111 ►'. ,I �`_i11i�i7.L'1•.. ALA I all.:�.��� , ��o, � �I'IM � � � ••�1R"' �_iq�i��.��1 �` J Q•• _ ate, \\ / /./ / /�_•�-i• .� ,, ,�1 — \ �_�� \. -ate//' VA 1 ' ry ' , r -a / - �� � �� , • � `' • �� � � � ` '////Lj . • � fir• •�i•� � \ C � �- �.. �� � � i/� �� ��►, •' ..LIN Filloil vgi) �. �► ,mod .. Owl / aft MAN MO AIM WA Oka IN MM soon INS MIMI ��� • I . . _ _ _ D /f. � '` � � III `i I � � era ..,, :� '� � ,, �; �, ♦ . ,, ,. \-� � � '='' a -� � '� ` ` /�,�� � �� , - • .,� I� 1► , —� - �_� _ice �` �,� �—% ./� � \ � � A � �`� MI00 VO r •ice.. _� _ ' ` _ .: i ` �i� i ® ,� • o ��♦n��_'r�r���� ' i o�� � � �/� �� �i� �.a�� � om ��� tea. • _ �� � � 1 �, � , ' -� ► .�' ►sue ►..�. ►.' _I r_�y �� �,` \Mill FE 0 a I ef 452.8 oDh ��L, `if ocld\41GABION FOREBAY \ ' \ 2 tTOP = 458.50Gti TING� \ / �//\ice \ I \_/_ \ \ \\ \ \ •Z - ----\\ // L FHA304 E Tc 462.4a' \ \ \ 2:•I/ \ cv N Lu KEY PLAN - - .:. , i..:. ;`. 0 402 ' ! ' / / / , _ \ \ \ \ \ Tc 109 ¢� .J. v m z \ Lij 1 \ K TC \ / \ I \ I co 'i OJ N ¢ w 462.80' ', / 1 \ I � � v w Ln 456.97' / { 6 / - --/ // TC I, I v x cN 0 462.89' ¢ N Ul NAD $3 qN _ /' PRE-TREATMENT: / 1 4 TCG/ w - - - _ CURB CUT / 7.12' DISSIPATOR CELL \\ �' / // III ' t r ' / 00 J SCALE V=30' TC :r' / / ITC - I ,6 80 Tc Ln _______ ____r__ _______ ________ I 1 7' /-_____\_. - - \ I _ / I' \ M TC >t I _ / J . asz / / I ti o • / / \ / sal \ / GABION FOREBA / / SA S N / as2.7s' -I / I x -,IV - _ ` _ _ - "... \ \ � \• T� a57.a5' TOP = 455.00 AN457.45' / / ___ f®___, .F ___- ---- I -- ------ --_ -- ---------- ,S _ ! > w / \ 11 r°N �f w / / / \ - - /// / 457.58' BIO #3 /�55 I I I i \ _ SAN a o ;: ! / I I I t I I 540 z Q.4a, / / (A DATE 0 11/11/2022 I I /' I / / i i I \ o• /// / '� — \,,'\ �,-' / v /! / I \ \ I \ 53 I // / / } DRAWN BY M. DENHARD 775 DESIGNED BY M.DENHARD CHECKED BY 537 \ \ I _ • B. CICHOCKI I • • SCALE \`, 458.94 - \ • 1 "=30' - - /g"\N \ \ \ ass. 514 - - -- - -_= - ----- ! •\ //$'W'U19, 46 . \ _ • --- 536 \ If It 46 i 8"CLEANOUT - ?�y ''� _' i l ,y a (to-9 � ! W Z % \`> f11 J Z y .T ` .,`�.` y ' '- - /� / / / /' / i i i i i ' / / / / / / �\ \ \ \ \ \ _ _ _OUTFACE 3 ` _ \ - _ - I I Q CLEANOUT / \ 5 - - - - - H 0 GABIONFOREA - _ 00 \ \ I / I __'`_5- - - �`�/''��'Y/•"�// ///'� \\\ - TOP =431.00 _ - - LL WETgON6 1' 0 0 FOUNDATIONAND _426\\\ / 021 z LU IN - ' ' / _ _ - - _ _ ' / \ rJ04 _ _ \ 4@ .o O = J O Q U 44 R ACM -- -- _— — _ /��'/' �_�__� —_—----__�_- �_-- / _ �/ ib // �� / _ \\\ ////\\`_�At �\....\ — \ \ — _ _ _ _ III \� VVI \ /i,., \ \ \ \ � --- / - - � '- � "/ -_- - //�= --- -_ 41 ��� �---_� �. - -_ �' �//y//// / /. / ` - �\ �� \✓�' ' �/// / ��\ � _ _-;� \\ \\\\\\ - _ -� - J/I 11 )///j OUTFALLI�=='�T _'__ \�_-'��___ \ 11\\ .\\\ \��-__ •� 4�,�/ _ __-__ �/, 11/1\ 1 /I /' // \\- —I _i/ \ . / // // 20/ / �'�' ---_ — _ _430-------__- _ _ — - _ _ _ - - - - - -------___ JOB N49821 O. SHEET NO. C5.6 0 a c 07 206 461.52' TC nDh 461.59' 1.58' y�- _ , x / �, h; — , . \ \ � \ \ \ �•z � _ - - - - \\ :' , � '� � ._ o / ' � � `�\\ ^, � , E 2:Y IIGG A ry N pR % b 0�0 �^\� ip�� _ - ' / ^\ / x Lu Q LL 1; 3 Lij TC %\ / �' \_ __ I I aOl _ _ 477. N x LL V) TC \ I to - 3' / I \\ \\ ^/� 49i \ W w 474.64' \ rC\ /� \\ I �/ l I i� / i /`�� \ \� \ \�� �` ']"' / / \49L95 / 49 . = c N Z V Q N O 1 480.0 --TW K r ' co TC / \ \ \ \ ; ,• `' ` \ \ \ \ \ �. i _ \ / 67a6 / I I 1 1 �\ \ F�1 I \ 477 45'` 4 d' qw \ ` \ \ J \ 1 '6 TC 7 . - 1 462.80' !� 87j 4 7\ WAt vVl C) _- - __ p / 8,� �4 �____'_ . I \ \ \ \ / 478.65' 479.19, 479.15'- I ' y \ \ 48 AN __', / \\ \\ ' \ / / / ' / 449Afi 1^ \ ` - - ; - - - \ \ \ ` -486 \ �. \ \ \ i \� Z T9 Q a6Q44' 1 ,%___ / / '�F._ \ _ - DATE 46 .14' A� >p \\\ I ` - - - \ \ \ \ \ 1111112022 \ / I 1 Y 484 DRAWN BY n \ I 459.6 538 I / \ - 4s ss ass as �'� A��' I \\ 483 \ \ ` / ` M. DENHARD TC DESIGNED BY 459.26' TC p,15 i 482 . ' ` i/� �. .:: a .. • M. DENHARD / 9.26' TC \ I r \� T \ CHECKED BY 47 4751 r - \ \ \ . r • B. CICHOCKI c / ro \ Q 45 .14' TC \ I --\TC C \ _ ` _ \ \ 8.77 TC\ .� / ` \ / • • SCALE l 512 \ � rC _ �-- " TC � --� ` 10"` 5 480 v \` / - 4 `\ 459. 514 - - -- --- ---- --- --- asi.e4' ` L — / \ - ` / _ / • 1"=30' 30 \ py „W \ TSCsss'` \ \ \ \ C \ �? �-479 /47�1 rC � T1.22'\ 1 r'- - - = - , - - I I2, 474.27' . ET WALL 466.81' - - _ _ - - - _ - - _ '� , / P I I I / / \ \ 6 F AX. 74.7 \ :1 - - - - - ,- - f - - - \ I I _> I / \ 474.5 474 V / CLEANOUT W 7-442.31 / ,� yl l', l I I I I I /`i _ - _ - 473.57' - _ I \ � / \ 5 -dd 0 — - :-i i I i l 1 \ X = _ _ _ _ _ _ - - - / \ _ \ AN _ m 475.42' < Q 439. - - - _ _ y- ' ' j- I I I , .� /' I I I I 1 j, ' \ ?�%�.. - - -TC 8.. - - , \ \ - 4js 47p ' A� � w J J z C2 _ _ �21 1 X \ \ \ \ \ ", \/ \ \ / - - - _ 1Nfi AL - 8'•�/ \ - - _ _ 'rC '� \ - - - - \ \ ` $ �� � 0 W GABION FOREBAY --- - TOP=431.00 LL \ ` \ 1�vET�ONB #t" -_ _ - - _ - o ' _ ` i, _ - - - - - - - o ✓ ��q \ - - I 1 I 0 4?6` / 2 I C� \ " \_-_ - -�- - - --- - - - \ \\ 6.90' 468.18' \\ / 1 I II \ J -- \ 4 .79' z w % - 471.51' I IT I O ' 1� I \ 1 ` g. LLJ _ - OUTFACE 4 \ \ 1 \ b L- j� 47 0 ' 3 T5 ITHHA —\\ I / T - 8" HDPE - - - H HT 26 OUTFACE 2 \ _ - - ------ _ CONNECTING — _ --------- _. �___ FOUNDATION ---- - - - ------__ - - - -� 7i1 J718 1 II DRAINS AND ROOF _� - - - - - - - - - -DRAINS - - - - - - - - / u1 / / // / 717 // i / CLEANOUT --445 \ //- i`o / A / `, I / �\' s, 9 0 00 LP � f � / � V / 440 r a7o. s4' r ' % :': a7a /_ \ TFALL 445 SCALE I "=30' I I\ I \ - /':::.. \ JOB NO. 0 30' 60' -- --_----� - — -450— / / / / \ y 472.1/ SHEET NO. KEY PLAN ---------------`�-//'// - - - -- /' / / / / / \ \ ',/' C5.7 0 c 5 a if l ' / ` / " / '-- , C, \ i A t M� i l ' I — — — _ — — — _ _ , , � /� _ _ — , _ — — —_ — — Bryan D. Cichoclri 'Z qp — — �, Lie. No. 53741 - 111111112022 ` \ — _ _ , �\ - �A as N as.ow "v"%i 30 (9j G 3� - --_ _;:=',/�;;; /,/ �,')\ �ro , / SIONAL if R / 1 10 / ll 111 __ -' p/T _ _ �% �` `, `, / / 1\� / A \I If co ANIf D \ TC _ \\ 446.74' /-YO J- W R , ,\ ' Q N `� ��, ' ��� j / �\ / / — — 42E1 PLAN \ V A ¢ � O w z 490 / _4- VALVE LL w AIR RELIEF' - _ v / / / , \ / _ VALVE - -� _ _ - \ - \ \ \ \ ' \ ,`,, `, ` ` Y'/ / III ` = N N Z X i 1a' 8"X6" T co e. / ' \ / ��\ / / , , , '/� — — i\—� _y —i '\ it G�C s /`IM��"----_ — �W 1.5"METER �ti , / --- = `�` \ .�� 0 E Tl l / / `` ,' j`� I \ I� ��/ "'1�-----_`_---_`-N_� \\a_- \ ,\ /T 4"FIRELINE _ .. \ \ �\ / \---- - `----�' mN w \/ \\ INVAULT` /\ L \ \ FH < / ' / ' '�// //' 1 - - - m �\ \ / % l �' ' ' / ' _� \ SCALE 4'- 0' ;SERVICE LATERAL \ - _ -REPEAL t a TEE n \ /— / // / �'�' /'/��//,/,'/''�f 60 E WICE�LATWAt ! ITH 8"X8" =O T— W�� — , i i " i SS'JTEY� F��o,��D // ,/ , / \ I I 1 ,�� r` /I'\` " / ✓ O >.� 4 4Tc� \ `\ \\- _yJ __-__;_;'���6R��1°Cp°a�oo \,i��//////I-1T____- /'�__J / \ `~ 'ems__— —__------ ✓�c}� ,\�/ / \ \'` \ 491.53' TC \ \ ELINE /4 8- \ '6 ` ` / / \ - \ - \ / C / / II' -- — �`- w w �8\l�r ,8`X4'\ \ iV `��\ _ l 1\ \ \ r 111 �i�1 _ / PER / i \ \\ \ \/ _ / �7,ti1 / \ ` \ \ \ \\ `` \ \ \ \ _ _ — - - _ _ _ ` _ _ / \ / / / Q ERAL /.'�• .8\ R \ .'T- / ` 1 yI \ , 11 \ \\ \\�� `��� r-_ �_— —-- _ - - / (A DATE ER 4"FIRELINE L/T/ / T Vq roCI \\ �\I astir - �;_ � 1111112022 7 KCOPPER O CE LATERAL - - - - - " DRAWN BY <...: ' %_ \ � `I \ l I \.. — 1 � \\ \\ \\\\ � � �• ` - _ � ` � i / M. DENHARD I ULT Z\ qgp GgV� / I , I \ \ \ \ \ \ \ \ \\�\\ \ \ \\�\\ �\ \ \ \�\ \\\ \\\ \ \`�\` \\ \\ \`(/,/ / DESIGNED BY TE \ M. DENHARD \ 4 8 , \ \ \ \\ \ \ \ \ \ ` \„-'�' \\ \ \ _ / ' _ _ / • CHECKED BY 7 \ .: �\ \ 46 ! All 440.80i / / \ \ \ 1\\ \ \ \ \ / / B. CICHOCKI / / 8 17,.1 / 1 / C" , \ / \ \ \ 1 \ \\\ \ \ \ \� ` y,= _ _ SCALE 4i I O /\\� 47 4 I 8 1 as .5r O .:.i._.....: T 5.TC \ / / / / 476 / J \ /' \\ \ yP `I� / \ '6' \ \ �\ 47 / \ \ �\ \ '7 \ O / / \ 1 / ,II 1,\\ \\ \ 5 \ �_ _ 9 / o I I 7' l ' I 1 I \ 1 \ \\ \ \ \� \ \11 \ \ \ \\\ \ ` - - - - - - - - - - - I If I \ \ \ I \ V / \ I I -/ / I, I \ 1 \\\\\\\\\•\0\C \\ \\\�\ `�-------- - - \\ 8 � ' / ' /' �\ \' l _ � I / I/�� ' /' / / I I \ \\\\I\r IIll I II IIIII 111 I IIII If I I f18' / , , // , , , / \ \ .Aa \ \ ,n,\ ` W----- �— —1—� \ I I / lI 11 11 II ,I 1\` `\ _ \ \� \___/, i /Nt \ / I1 I \ \ // / 1 / /' / ' /' I - — -1- _ I \ �- \ �t-�\ \ --�- 1 \ \ 1 / / / ' / ''11 I 1 II II 111 111 I I I ^ \ \ \ ' " \ --\ r / P\ 1 \ \ \ 11 I I \ \ \ \ I ) ) 1 I I / , / / / / I I lilt I \I I I \ \ \ \\ \ \ \ \ \ , , / , , / 6 488 1 \ I / , / / / ' / /' ` \ , \ ' ' % //1 \\ \\ 1, , 1, I I , I \ 1 \ \ 1' I I I 1 1 1 1 1 474., 1 , , f , / , , , , , // /_•` , \\ , ' \ ` \ , / I I1 t C 1C / / / I / ' ' / , � / / � \ I I I\, \ / / I I li I II \/ \ 1, 1 1 1 III`' I 11 11 �II T 4 3.60' 73.80 4 4.22 I - \ \ / / IT , / I / / / / � \ \ 1 r / I 1 � I I I /� -{/ \ \ 1 , 1 I I I 11 1 1I 1 IV \\ \ \ \ \ / / / 47q.0 <� 1 I I 1 II I , 1 , I \ \ \\ \ \ \ / / I I I , , 11 II I 1 \ !\ \ \ \ \ / I I / w Z 5' / I I I I 1 I I / / / / I / \ ,\ \ 4$7 \\ \\ \ \ // / AJ } 1 I 467 I I ' I I I \ o ' / I I 1 1 0 / / I 1 1 I I , \\ /' I ' ' / -�•\�\\ '\ \ \\\ \ -\'1 /\ / �f I I ' 0 �I I x1 I I I 1 1� N I e' ' I' 11I" 1,1, ', 'Will 1, I II \) I\(�\\\ ` / \ / I 1 / , I I I Q / , 1 1 1 I I I I I \ \\\ \\\\ \ \ \ \ \/ 1 / ' w 1 1 \�\\ 1 1 I I I / \ \\ \\ \ I 1 1 1 \ 1 1 / / q J 1 I II.J I / 1 1 1' ,1 \\ I111 I I \ \ \ \ \ ' ''' 1 //II�� 470 I \ \ 11 / _ A\\\ \ \ \ \`, I\'` �/ I \_// l I I / II I II I I 1 ti / I III ) 1 I III\ \ �\ \\ \/\ `f--- I 1 / J w L.J 1 s ' a '/�---- / / 1 cc o? IPRE- REA� EN \ / \\\ \ \ �- \ ' \ \ O9 I I / \ \ I 1 I / \I 1 ` I � ( / �— Z 1 , \ \ II ' I l 1 / , , I 1 1 I I \ r, \ I I I I r 1, l l/ ll'1 III I I I II I\\\`\\\\ ` \\ / 1 I l 1 / J Cu I 1 in I , , / \\ \ \ \ \ \ \ L may_ U PS I _ GP ( ' I/ , I / l I I / \ \\ \ \ / / , // / Q - \' 1 v ' \ / \\ \ m 2 T l U U �--l� ;�� I , T I I 1 I I I ' / /I' I /\ Q bISSI ATO CE /T J ' ' I - - -� / 1 I I I 'IIII ' I� \\ \\) \\\ `\ / \\�\�F w I 472 I I _) \ I / / , / f \ \ \ / ' l 'UGT I I I / / - / / / > J 474.6' f1� \ -J ' ' 1 '''' 11IIII' III11'I,1 I111 ,\ \\`\ \\\ `\ /` ' /'IIII m /, TC 1 1 I / 1 IJ // / // I / I T , I I / // I I II I I I I I II I III I l \\\ \ \NVIN \ ` / ' '//, / Q LL / -_ _ 5 47�5.05' I 1 I \ l / / I / ` ` ` \\ / I / / V / / / �/�.�/ / / I I I I I I / \ \ \ \ }/ ` ` / ' / / / /LL / 1 __a- 4 I / , \� a\ , \ �j�p` ///���/ / I W / I ^ ,' , 7 _a ,/ i 1 I I I I , I I , 1 I I 1 I '' , / \\ `\ \` \I `�� ' - - - \ V / /' '' ''' SI , / / I O v 1 \ \ \ 4 I •/� . / / . / ,I %/\� / �' ' / , // / 1 III' ,II II IIII '/'''^� \ ``}��\ �. ` '/, ; / I , /� / 1-y I /' ' / 1 I I' 1 I I III I I , I' IY' \ \ \\ '/ \ / / / / / L yI/ . I 1 I I I I, \ \ �_/ / O /� ' .� \\ / f l /' g \I'\// ' ' / / / , T I II , ' ' If 11 III \)\I IIII 1�`\1 `\\ \//// // `% / I I °� / \ _ - - / ' / I '\ // p , / / / I 1 I I I I / 1 I , I I 1 Ill I I 1 I I ✓ - , / //,, / 75.3 I _ I 1 F I I 1 , I ' / / / 1 \� / I / / Ir / / \ / / ' /' , II 1 11 l I I ,III 1 I 11 z w \ I 1 < 1 I I I I I \ I 1 1 / / / / \� , I / / \ 1 1 I I I ,1 1 IIIIII Ill,/ , I11, I ..,/ /// , " � J T --," \ AIR R LIEF `,I I I 1 \\ / / b I / /b / / / I 1 I I I I ' ' I ' ' I I I ' '/ 1 ,1 il�\ \ / / VIALV�t �I; I I / / ` I A\ `, \ ' \ // / \ I /� / I I I I 1 I �11`` 7 „ \ /i ' / O J, -- 4" FIRELINE 1, 1 \ 1 I \ 1 I \ I ( / 1 �4 / // ,\ / ro // , / I ,/ I / I / l I I /�, / I / I 1 1 ,y ��` \ \ \ \ , ,/ U Q _ '::"rr::::r.. ,- \ 1 / 1 I \ / �J- �y b , u / % I1 I I I / 1 , "1 /4"FIREL. _ \ / , \\ ti / T / I 1 I I I 11 I / / 1 1 \ // / / / g 2" TYPE K COPPER ' \ / \ \ / / I I I I I 'l. I sr _ y V / I I ` / \ / / % l i l I I :... I't 1 / \ 1 \ o,'l / \/ I /� / / I ( r�1 w YPE K COPPER :�., . SERVICE LATERAL I I \ / / / / ' / \ I I VICE LATERAL _ .n I \, \ I II \ / .� /! /' ' - / `� \ \ \ \I I I I III 1 I l / I I I }I/ I / h \\ l I I I I / / i ... .. \', / / l 1 1TZ / J� _ _ _ / I / I� 1 4� \ \\ \ \ , 1 I I IIII I I 1 I 1 / / . 1.5" METER I / \ � ✓ I / I / \ METE, ,., , ,4ULT _ O .�:.':.. :,, ` \ .' _ - - - = - ' �t�\' I I I 1 \\ \ \ \ \ 1 I I I I I I I ' ' I II I I / / / / / "` \ IN VAULT \ 1 I I , / I I I l / ` / \ \ n -I I / I / r _ - - _ ) r 1 / )III �\ _ I�i \\ 1 I I II I 1 -I , I / // I\` -` /- / / / .W \ I 11 I III I II I I I III , \ - I / I ' / / / - � / I l ,I 1 �, \ , I r l �y 1 I I I I I I I 1 1 t ...ggg II /— � / 1 I I I I I I I III I I I — W— � — — ' ' I T ' l L � I I III III, , , ► 1 - - Z R+ / , QJ I I I � I \ ::.F:: • � , l :.iF_\ I \ `, 11 I � ' - L rt -1- - � / II I I I I I III . I I \\\\ \ q\ / I ' \ \ III ✓ _ / -� -T -� J J I I I I I I I I _ / / I —\-� III I —/--\— — �.— — / — I l lPi/ l III I I 'I' �I / O IIIII\ \ , -:rf: / I , \1 , b I // I \ \ ✓ / / I / / I / I 1 / 1 / / / / l I 1 I I �\) I / �l II \ / "l ' l/l I /' / --- / / lI / 1 l III I I \ \ // ; `_�� \\ / / / l l 1 //J / � / IIIIII I l ' I I 11 III I I I I II I I. \ \ . ,l � , / l / / I / � � / l l / I I I I I \ \ i X /'•��` , / �' \ , , y\I I I \ \ � / � , II , / / / I / / / • / l l l I l III I I I I I I I I' � 1 / I \ _ , ppp ... ...... n / \, I I 1 \ l .-..:.. � /I- / � 0 �::::: � I \ \ � / 478. .1 L / 49 �G,o / / / // .t I I I ` / \ O. \ / c / / A - _ / / I ) , I I I ' Y / \ I 1 \ \ / 1 / \ \ '4 2' `/ / , / / / / /' ''/11 II I `��X\I111111 11111111 I w� _ / / \1 I I l // / // " , / / / / /� / IIII 11 1 I IIII I I I l I / �', / x 1 \/ / - ,� ��\� I I �T I / / / / / / / / Y / / /IIII / I ,�\ / 1 - /�\f I \ , r / ?It �// / / I ii i I III I \ \) i'i' / 4 /// I I I STO D a7a.ar � / / / ,, /� � _ _ _ _ ' \ _ \ ROAD NA I I ��5' ---- -- T--- \ / ^ �/ _ — _ _ - 1 / 6 ''' / ' ' / \ - - p m /` _ F---� `!_ - - / / ® I I ' I� `i ' / a / ' / / / / / / // II /l I JOB N0. / / / \ \ 7 /' _ �� l /� 1 I /' l/ , I I // / III I I 1111 , 1 1 \ '• , / / / / \ /�'/ - \ _s� , // I\/ / / // , /// / / //, / I '// \ I I 1 1 1 1 \ rn I I I,111 , 49821 TE,E� p Q _ �► I1 475.99' --�---' ' \ 0 _ I 1 1 6 / / / / / // - - _ / ' / / / / 1 I I 1 I I \ I 1 1 SHEET NO. - - - " g" Gy'�HA / ,! ' , ' / -/ / / � 5 — ' � '' /` � // � —� _ , - _ - "% � , / , ' , / ,/ / „ y // , / , , l I ll,�' II I � , � I I 11S, 1�) I - T ,. 4IV 99' L / / / \ 48 _ - / / \ _ _ " / I , , / / / / / / / / / / I 1 , I I I / I I C5. 8 TYP \ \ / / / \ / - / I , , , / / /Will" / 1 1 I I 0 c a c ,oDh F 4T 54 � ' � \ \ � 1 /p� T /\ /I / / I1j /� ,`��\'5. 475 �5.�\�475.hocldZ68'-`\/ .\4146�.83'- BW J'//-/+ \ 22 �vt4'-_-� \ �//// +\�yG - - - AR y _ - \ 471.08' - — ` / / \ \; T \ � 30'�-- ! '' 4- - s _'����- __�,_ rnT INI•N�IOIAL � $"G $„ - `` \ \ / /, // , /1 �/ / �/\ \ EX.SA HEIGIo, : ±3 Fil zi 1`L I \ EE - - - - �18' / / / / I / , \ TOP = 9TW \\ ', I ' / // / // / /--\ 1 N N 473.80 / / / / / / / - \ ` ai E / I 471.51' ' 1 ( ''1$L ..' 4�4.22 1T ' I / // / I / // / /I / / / / \ V w 3 Q 0 3 THHACOL \, HT ±6 F - - - - - 455. \ I I , G)I \ I °� / { 5' I 1 1 / / I I / / / II / / / \ a� Lij z W \ I Sao .. , 467 I I I \ / I / / I \ W w C) O_ 30 / 1 / ` / I I 1 \ I I \\ \\ / 11 / r ��=x 61 I 1'5"METER IN VAULT /\i I I \ I ~Nx On ¢ w LP y2'TYPEKCOPPER '.`'. / \ /� IPRE- REA // / / oLn = cN o 470.�4 I ` / I I \ 1 bISSI ATO CE 1 \ ' `r ' ' / V > 1O O I LIP L SERVICE LATERAL / / �C I 1 1 / F ¢ N 4 FIRELINE / I I0.1 cal > // 475.0 1 I I ,/ I I / �m K \ \ \ n %� �` ✓ -�\ - _= �' _\ ti... -_ _,,, = s�'�" '/ /// / / ,' � / // i 18 __ -�--- �%�� ..,1�,__ �� 75:T ' I I 1 AIRR�LIEFI ',I F ' I I 1 `I I i �`` / / VIAL 4" FIRELINE :I' I 1 \ 1 . I / i / ` 7 0 4"FIRELINE .. g '2"TYPE KCOPPER I' ' \ I I , / I x _ 445 / / / / / - { 2" TYPE K COPPER SERVICE LATERAL I I V / ' / / / 'yfjJ l l , I / / / / \ / I\ I / SERVILE LATERAL / T v . \I I \ I 1 \ I l ^ v� 0 5' '`\I / /:1 ./'`:; ... ` :'. a_. 1.5°METER '__-----'' 1.5"METER IN VAULT / O \ ,:::::: yINVAULT -450- / / A _ - - - // ' / ' - ' / / I ' TC ' I ' , / / / / / ; - \ l R ` ' `5' w _ - - 2 Q ---- - - - - -- -'/ / __ __' / / / 3.05' / I / \ \ 11/I1/2022 - - - - - - - - - _ - - - - / _ /' - L <'� \, / /22 \ // '" / ARK i; �r / nC� / _'.I::..;:: ' / .....: ' n / l ` ( I / 11 1 I \\ \ \ \ \ O DRAWN BY I �1 / 1 \ ��/' / r' / --- / / / 1 I / / \ / ICE , 1 , I / \ / \ \ --- ,A5 \ / 3 / \ / I r \ \ \ M. DENHARD \ 6T= / \ DESIGNED BY --------- - `UGT -G- <= 1 \ _/ <0 I \ , TC 1�1 \I / / �/ j/ :f ��J\ / Y / ,' / I I )Iz \ \ / • 2.31' / M. DENHARD / T Q T r ^ / -- O I , VIH I V .�I' \\ i I \ / / \I I // // / �' TC , C'I :.:'.�: .': / //' x II w/ I� \� \ /, /`„ %� _-1 •• CHECKED BY STO D 478.87' /47� / / /\/' //' /^ // \ ' ` _ \ ROAD NA 5' / \ / ti� B.CICHOCKI SfGN �'-- - - ' ' ' - ' ' ' - - - - ' ' ' / /' - ` / / - - - - _ / _ - \ \ \ \ \ _ - _ /' / , O I ' ' I VI I 1 - _ / / // ,/// / ' v / \ \/\ // \ - - //' / • • SCALE 475.99' 6° G 'FHA - _ - _ - ' \ — \ ` \ _ - - - TC / I i i 1 / / -= T _ 8"X8,� Y / ' GV 479.99' / ` L /�\ /' \ / / 1 �\ 485 %/ • Jr _ - - - - _ _ TYP ti \ / / _ h 12 - 376.72' _ _ TE �' TYP. RA S AREA-�j- Ecp`g[IC ROPE 3 / / i� T TC \ / t 2' g0- G" _------- /' IL i480 / - - , TC ,\b ` \ 12'/i R3 12"Xe\� - - - - - - - - - - - ♦ 73 ' >3 2.3s' w ,TYP. I G / - ,r�1 CROISS - _ TVMPORARY Ef)fgA - �/-/ / 4 / III R7Q ' ` ` 1 15' ' 2- - EX N D (M-BE�CTE )ED / /� \ \ \ \ \ , 7- TOO'- 2% OFxOADA E) AR10E It / ��� _,.,�' 1. 4 Y 9 1 ( co P \ WITH " O PARIfANG" Si�N 04 \ / / D / !r 1.. �481.6 / I I \ _ _ / TYPE III BARRICADES \ 1 17' T� / _ _ _ _ _ _ - / i 14 l / (/ / - \ - TEMPORARY END I / I I / _ OAD TO\ BE EXTEN 475 I I\ - - - - ' - - PW5THE(NEXT PHASE) / - \ ^ \ \ \ / / /I ' I END, PPIWADWAi 10TAR R , \ \ \ 1 / �� / / / \ / \ \ I Q / / , / WITH IOPARKINe' SfP. N / 13 rr/ I \ \ / 0 1907Lu //' ---1 !/ '/ \\`� \\ �I \\`�_ ■1 ' I L_Iw-�—\ I �\�L - +- / \�\ \ I / / ' I { I I 1 /,/ ,/// \\ 7 120g \ \ \ 1� I I I 1 /' ,'' C Gp) _- '' / - C / r/ ,'��J lI \� \\` \�\ \ 1\ I I I i1 -//�1��mr� - -_--'' TC y I 7 0 / // I \ I/4a5 �'/�\� �'�--'/11 /'1 /'/ ^ \ 1 I 6 / 1/ l I ,'/// l, A ; ,l- 1ac�t� - I \�'L_- 47. -, / / ,/ // I 1 / I/ // ' 1 \\ \ \ / / , / ,\/GP /� ,�-/GP /Il y,\ 91 �� 1 `J ---- - - 'SON 1 //\ / ,' /// \ / / `_ I / \ 1 I l I / // 1 / / , 1 TC�P-N69.f � LJ \ \ \ \\ \ \{ \\\ \ \ \ \ \ \ ` \ \ \ \ I \ \ \ \ \ 1. / / _ 1910 \ - I 0 I \ / / / / r \ I\ / / l \ / \ \\ / // I /� \ \ \_ _ l l , / / / I�X`.�S�lV.l9.44fll J Z \ \ / l l , ' _ _ J �480I - - - - ' C� I co I / EXSAN.II�H \ / ' 1 1 \ \ I \ I I , , \ /./.-512j I H� \ \ �� / %- / �� ' C'3 / V / \\ / co / / \ \ ' I l I I I\ 1 \ \ Y. s .ZI 1 I 1 LL.I I I I / I TOE = 48 .5 % % Iy Q \ \ , 1 r - - - _ .fir // I I \ $I III \ \ \ I I I I 1 L__� _�I�1,1� r-I of'�' I C / , 480.q /, / / I,' /�,\I IbD 1 \ �h '211 II > J I 'J' \ I I I 1 \ /.ID. II \ \ I J I I I I - \ J L d.- 0. 1 / \ ,\ 1 I \ I I I I I _ r Ll �. L _ \ z T 2' / r , / / / , �` �/ . ' _ - T / �1 \ I cp\ \ I I X `I I/ I \ / I / /',1' / \\ \\ \\\\\\ \ I I II II I _ I o Q \ 168R \ 1 n rC TRIP1LLcI 0 NAD 83 \ \ \ \ \ > \ I 1 \ — — L — — - I a7s.asl fN.OA�C \\ / � _ _ , I 1 \ \ \ \ \ \ I NPRE�S 1 ' Q / - - \r I I J I / / •L ' / - = = 1 1. . \ I \ \ - \ \� \ 1 I IC >S I w _ _ j. I L —'GGT �\ \' I I I I 1 BL J \ \ - i / V -y- UGi \ \ \ \ \ \ \ , 1 Z SCALE 1"=30' \ \ \ \ \ 1 \ \ - _ ' u T ' ( Q8 n xi ' . ' ' ' } / / , , \ l // , 1 \ \ \ \ LE�XJDI/ I U Q 1� \ \ \ 1 / ",\\ \ \ - - �', 1 � uG_T� ' - - - l/ / -X--ice / ' / / , - ' / - -� - �, I I , \ \ , , / , 1 I / ,1 1 \ , 'rrI��bR r 46 3 0 30' 60' / \ _ I - y II -T / / / / / I I I \ J / / / / 1 1 O W \ \ , I \ / 1 1 1 1 7 0 �yl-71 / / / / / I T KEY PLAN , ,'--- / c------� , �� I I '- �y¢ % '/ ' // / I 0 / / 1/ I \ y'Jn c� _ / I \ II 1 �/ , / / / \ /E SAN.M/il ' -� .. / a� // / / / ,Lp / ' l \ \ P rn r TOP7481.0� 100, // r / _ / / / / ' / I -,1 �Jr1J I /.1.=4j78.2 \ _ \ \ ) / / I I I \ I I /I y I L l l \ \�N\ \ V /. m.= {577.17 `\ ' /- /� gn � \ L\\ -'f= - \ _Iw_ _%_ ,/ />-- W _ w— \ I \ / / /I� I ` \ \\ \ \ I ✓� \ , \ \\ , \ I \ \ \ \ _ I JI � II f I I I / \_ I I V u u -1 / /- /-------T---------I-------- 1I V \ rn O \ \ \� \ \ \� ao \ I P M II I _ _J_�_ /% 1 \ 1\ 1\ \ l4'S \I I I \I p \ tX'S,AN,dH / ,' / /' /l \ �� II C \ l 1 \\ I \ \I 11 \ 1\ , \ \ \\ , ,'\\ \ \�- \ `\\ \`\ \�I V I IIi,Np IIhI IT0�=R82/! ' /�_/ / \ �\ II \\ 1� , \\\ 11\�SQ I I I I\ I\\ \ \ - �\ ` T \ �Qm I I I c�i, I „ I p I 1 I / ,-{r 4%s. / `/ _ \\ I\ 11114`i.=475.8, `l \/1 \ / v \/ �'\ I / _` \\ ) \\\�k'' I \ ��\I `,1\ 1 I ��9 1710/ T- < \`� \\% `. ` \ L-L� \ I II RII y 1 , I / / I\ . ! / I \ 1 / /v ' 1 \ v/1 , �►,J �\ , I' \ \ \ ` \ \ \ \ I/\� / \ I \ JOB NO. o uG� — /' r 1� i I,', \ \\ \ S / 11 1✓ 1 � \ 49821 6 \ \ �� I(� SHEET N0. ,, \\ \\ ' I \ I �' I ' III "�1�\ \ \\ \\ \�\ '/ 1 T/ \ -----� �N�/ �� ' ' I \ \ \ C5.9 001 KEY PLAN , / / / \ \ \� \ 1 �'�' / \ I \ 11// I \ 1 \ \\\ 0 c a c 0 d 0 3 a 00 o X L'z n0 o 2 c �-6 a m a0 0 X3 w 0 N z„ 0 22 F m o� �3 a > 2Y N X C 0.0 m h 12 m C c Eo M 06 a a c Nc 10 :2 0 �o e �N o m o no L F E TH OF � Bryan D. Cichoclli Z U Lie. No. 53741 +0 1111112022 6'I0NAL�1 M E O O � U N Vi INLET CALCULATIONS: >E � Uv3 ROUTE PROJECT Southwood Villages 3&4 DESIGNER MD DATE 11/11/2022 ¢ a o 3 CHECKED: UNITS:NGLISH w LL O `m y t M d J U m Z w - ui O (� W ON d i H U ?i O N Q w ix e LL Q 0 Q . x C N z =U �� O_ F c Ln N i M a � o w � H O x (D O x H w w w 2 Q U Z O to DATE j 1111112022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1 "=30' • M ''^^ 1 1 1 0 v! W z0 Q > Q J w JC2 � � U >wa fYl Q U ' O W z J O Z O U Uj W LL 2 a 0 rO V JOB NO. 49821 SHEET NO. C6.10 INLET yr� a b w� °� d' ��( m A Sag Inlets Only w s 'C A m x E' � m L 6 F- 107 DI-1 2.000 0 4 0 0 O.000RIGf.�i 0.410 0.39 O.I599 0.16 4 0.64 0 0.640 O.00L 2.000 2 0.640 1.998 109 DI-1 2.000 0 4 0 0 O.000RIQ3 0.200 0.45 0.09 0.09 4 0.36 0 0.360 0.001 2.000 2 0.360 1.361 111 DI-3B 8.000 0.690 0.75 0.5175 O'RIGHT 0.518 4 2.072 0 2.072 0.0450 0.0200 5.174 2.000 0.38655 0.0833 4.165 0.879 3.52 0.1466 0.1488 12.524 8.000 0.639 0.840 1.741 0.331 2.761 202 DI-3B 2.000 0.040 0.80 0.032 O'RIGHT 0.032 4 0.128 0 0.128 0.0100 0.0208 L338 2.000 L49477 0.0833 4.00481 1.000 3.50 0.1458 0.1666 2.315 2.000 0.864 0.972 0.124 0.004 1.337 204 DI-3B 6.000 0.040 0.80 0.032 O'RICd-IT 0.032 4 0.128 0 0.128 0.0100 0.0208 L338 2.000 L49477 0.0833 4.00481 1.000 3.50 0.1458 0.1666 2.315 6.000 2.592 1.000 0.128 0.000 1.337 206 DI-3B 6.000 0.090 0.65 0.0585 O'RIGHT 0.059 4 0.236 0 0.236 0.0100 0.0208 L683 2.000 L18835 0.0833 4.00481 1.000 3.50 0.1458 0.1666 2.993 6.000 2.005 1.000 0.236 0.000 1.682 208 DI-3B 6.000 0.070 0.75 0.0525 O'RIGHT 0.053 4 0.212 0 0.212 0.0100 0.0208 1.616 2.000 1.23762 0.0833 4.00481 1.000 3.50 0.1458 0.1666 2.861 6.000 2.097 1.000 0.212 0.000 1.616 302 DIa 1.250 o a o 0 O.000RIQ3 0.050 0.35 0.0175 0.018 4 Q072 0 0.072 0.001 L250 1.25 0.072 0.636 304 DI-1 1.250 0 4 0 0 O.000RIGf.�i 0.430 0.40 0.172 0.172 4 0.688 0 0.688 0.0100 L250 1.25 0.688 2.866 402 DI-3C 6.000 0 4 0 0 O.000RIQ3 0.090 0.84 0.0756 0.076 4 0.304 0 0.0150 0.0300 L7I5 2.000 L16618 0.0833 2.77667 3.28 0.304 0.0150 6 0.304 0.688 0.240 0.333 0.720721 2688 1912 512 DI-3C 10.000 0 4 0 0.048 0.000RIGH 0.610 0.80 0.488 0.488 4 1.952 0 0.0180 0.0208 6.456 2.000 0.30979 0.0833 4.00481 3.50 2.000 0.0180 10 2.000 1.917 0.166 0.333 0.498498 3.917 7.680 514 DI-3B 6.000 0.200 0.72 0.144 O'RIQ-IT 0.144 4 0.576 0 0.576 0.0250 0.0208 1.980 2.000 LOI01 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.731 6.000 1.047 1.000 0.576 0.000 1.979 516 DI-3B 6.000 0.330 0.69 0.2277 O'RIC;I-IT 0.228 4 0.912 0.483 1.395 0.0250 0.0208 4.728 2.000 0.42301 0.0833 4.00481 0.904 3.50 0.1458 0.1527 8.757 6.000 0.685 0.875 1.221 0.174 2.680 518 DI-3B 6.000 0.110 0.65 0.0715 O'RIGHT 0.072 4 0.288 0 0.288 0.0025 0.0208 3.343 2.000 0.59827 0.0833 4.00481 0.978 3.50 0.1458 0.1634 2.172 6.000 2.762 1.000 0.288 0.000 2.335 520 DI-3B 6.000 0.650 0.88 0.572 O'RIGHT 0.572 4 2.288 0 2.288 0.0150 0.0208 7.386 2.000 0.27078 0.0833 4.00481 0.722 3.50 0.1458 0.1261 10.374 6.000 0.578 0.789 1.805 0.483 3.344 524 DI-3C 8.000 0 4 0 0 O.000RIQ{ 0.510 0.90 0.459 0.459 4 L836 0 0.0300 0.0300 4.430 2.000 0.45147 0.0833 2.77667 3.28 1.836 0.0300 8 1.836 2.013 0.240 0.333 0.720721 4.013 5593 526 DI-3C 6.000 0 4 0 0 O.000RIGf.�i 0.150 0.80 0.12 0.12 4 0.48 0 0.0300 0.0300 1.787 2.000 1.11919 0.0833 2.77667 3.28 0.480 0.0300 6 0.480 0.934 0.240 0.333 0.720721 2.934 2.593 528 DI-3B 6.000 0.180 0.75 0.135 O'RIGHT 0.135 4 0.54 0 0.540 0.0100 0.0208 3.138 2.000 0.63735 0.0833 4.00481 0.985 3.50 0.1458 0.1644 4.271 6.000 1.405 1.000 0.540 0.000 2.283 532 DI-3B 6.000 0.130 0.74 0.0962 O'RIGf.�iT 0096 4 0.384 0.076 0.460 0.0100 0.0208 2.633 2.000 0.75959 0.0833 4.00481 0.996 3.50 0.1458 0.1661 3.969 6.000 1.512 1.000 0460 0.000 2.157 534 DI-3B 6.000 0.340 0.75 0.255 O'RIQ3T 0.255 4 1.02 0 1.020 0.0100 0.0208 5.215 2.000 0.38351 0.0833 4.00481 0.872 350 0.1458 0.1479 5.945 6.000 1.009 1.000 1.020 0.000 2.802 536 DI-3B 6.000 0.280 0.75 0.21 O'RIQ3T 0.21 4 0.84 0 0.840 0.0100 0.0208 4.565 2.000 0.43812 0.0833 4.00481 0.915 3.50 0.1458 0.1542 5.344 6.000 1.123 1.000 0.840 0.000 2.640 538 DI-3B 8.000 0.130 0.75 0.0975 O'RIGf.�iT 0.098 4 0.392 0.573 0.965 0.0280 0.0208 3.348 2.000 0.59737 0.0833 4.00481 0.978 3.50 0.1458 0.1634 7.451 8.000 1.074 1.000 0.965 0.000 2.336 540 DI-3B 4.000 0.940 0.75 0.705 O'RIQ3T 0.705 4 2.82 0 2.820 0.0300 0.0208 6.868 2.000 0.29121 0.0833 4.00481 0.756 3.50 0.1458 0.1311 13.621 4.000 0.294 0.465 1.312 1.508 3.214 542 DI-3C 6.000 0 4 0 0.047 O.000RIGH 0.490 0.85 0.4165 0.417 4 1.668 0 0.0500 0.0400 3.188 2.000 0.62735 0.0833 2.0825 3.04 1715 0.0500 6 1.715 2.183 0.320 0.333 0.960961 4.183 4.547 544 DI-3B 4.000 0.250 0.80 0.2 O'RICHT 0.2 4 0.8 0 0.800 0.0400 0.0208 2.201 2.000 0.90868 0.0833 4.00481 1.000 3.50 0.1458 0.1666 7.575 4.000 0.528 0.741 0.593 0.207 2.049 607 DI-3C 6.000 0 4 0 0 O.000RI 0.220 0.80 0.176 0.176 4 0.704 0 0.0200 0.0208 2.881 2.000 0.6942 0.0833 4.00481 3.50 0.704 0.0200 6 0.704 1.205 0.166 0.333 0.498498 3.205 4.829 609 DI-3B 8.000 1.000 0.52 0.52 O'RICil-IT 0.52 4 2.08 0.297 2.377 0.0200 0.0208 6.987 2.000 0.28625 0.0833 4.00481 0.748 3.50 0.1458 0.1299 11.286 8.000 0.709 0.892 2.119 0.258 3.244 611 DI-3B 6.000 0.270 0.53 0.1431 O'RIQ3T 0.143 4 0.572 0 0.572 0.0200 0.0208 2.234 2.000 0.89526 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.345 6.000 1.123 1.000 0.572 0.000 2.058 612 DI-3C 6.000 0 4 0 0 O.000RI 0.250 0.80 0.2 0.2 4 0.8 0 0.0200 0.0208 3.286 2.000 0.60864 0.0833 4.00481 3.50 0.800 0.0200 6 0.800 1312 Q166 0.333 0.498498 3.312 5258 613 DI-3B 6.000 Q740 0.60 0.444 O'RICiliT 0.444 4 L776 0 1.776 Q0200 Q0208 A932 2.000 033715 Q0833 4.00481 0.821 3.50 Q1458 0.1406 9.524 6.000 Q630 Q833 1.479 0.297 2.981 615 DI-3C 6.000 0 4 0 0.258 O.000RI 0.330 0.58 0.1914 0.191 4 0.764 0.079 0.0200 0.0208 3.453 2.000 0.57921 0.0833 4.00481 3.50 1.101 0.0200 6 1.101 1.624 0.166 0.333 0.498498 3.624 6.507 617 DI-3B 4.000 0.078 0.90 0.0702 O'RICiliT 0.07 4 0.28 0.088 0.368 0.0100 0.0208 L987 2.000 L00654 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.607 4.000 1.109 1.000 0.368 0.000 1.986 619 DI-3B 4.000 0.310 0.30 0.093 O'RIQ-IT 0.093 4 0.372 0 0.372 0.0100 0.0208 1.995 2.000 1.00251 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.623 4.000 1.104 1.000 0.372 0.000 1.994 624 DI-3B 6.000 0.040 0.85 0.034 O'RIGf.�iT 0.034 4 0.136 0.038 0.174 0.0500 0.0208 1.110 2.000 1.8018 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.267 6.000 1.406 1.000 0.174 0.000 1.110 626 DI-3B 8.000 0.450 0.63 0.2835 O'RIQ3T 0.284 4 1.136 0 1.136 0.0500 0.0208 2.945 2.000 0.67912 0.0833 4.00481 0.990 3.50 0.1458 0.1652 9.433 8.000 0.848 0.966 1.098 0.038 2.235 628 DI-3B 6.000 0.630 0.60 0.378 O'RIGf.�iT 0.378 4 1.512 0 1.512 0.0100 0.0208 6.596 2.000 0.30321 0.0833 4.00481 0.775 3.50 0.1458 0.1338 7.448 6.000 0.806 0.948 1.433 0.079 3.146 630 DI-3B 6.000 0.250 0.80 0.2 O.000RIGHT 0.2 4 0.8 0 0.001 0.0208 8.593 2.000 0.23275 0.0833 4.00481 3.50 0 4 0 0 0.800 0.001 6 0.800 1.312 0.166 0.333 0.498498 3.312 5.258 632 DI-3C 8.000 0 4 0 0 O.000RI 0.290 0.58 0.1682 0.168 4 0.672 0 0.0200 0.0208 2.735 2.000 0.73126 0.0833 4.00481 3.50 0.672 0.0200 8 0.672 1.030 0.166 0.333 0.498498 3.030 4.126 702 DI-3B 4.000 0.110 0.80 0.088 O'RIGf.�iT 0.088 4 0.352 0 0.352 0.0150 0.0208 1.811 2.000 1.10436 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.998 4.000 1.001 1.000 0.352 0.000 1.811 TH OF � Bryan D. Cichocld Z U Lie. No. 53741 +0 1111112022 `S'IONALOl PIPE CALCULATIONS: m E O O � U N Vi N C LD-229 PROJECT: Southwood Villages 3&4 Designed by: Southwood Villages 3&4 PROJECT: LD-347 DESIGNED BY: STORM SEWER DESIGN COMPUTATIONS LOCATION: LD-347 E COUNTY: Albemarle Checked by: Checked: w .N 3 STORM FREQUENCY INCIDENCE PROBABILITY 10 Year w 3 10 ¢ LL o 3 0 LL n UNITS ENGLISH O t M j U m Z - me O d � oN v a tJ W � r K H x U ?i O N ¢ w ix LL ] 0 a = � Ln i N Z =v>� O_ F c vi N T M r� a� o w � H Vl O x (7 O x H 0 w w w 2 Q Q z O to DATE 1111112022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1 "=30' M''^^ V / V! W 0 Q > Q J w � JJ � � U >wa m Q U ' 0 W Z J O Z OU Z 3: 0- w 2 a 0 (O V / JOB NO. 49821 SHEET NO. C6.11 DRAIN. RUNOFF CA TOTAL RAIN RUNOFF IN PIPE FROM POINT TO POINT AREA COEFF. INLET FALL Q VERT ELEVATIONS LENGT of Pipe SLOPE SIZE (Dia. Or SHAPE Capacity Friction Slope VEL Vn FLOW TIME INCRE-ACCUM ADDTL UPPER LOWER INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. DIA. FIFE Do (In) DESIGN DISCH. Qo (CFS) LENGTH RPE Lo (Ft) FRICTION SLOPE Sfo (FT/FT) FRICTION LOSS Hf (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface 9evation Rim Bev Comments Vo He (Ft) Qi Vi QiVi Vi*2/2g Hi Angle Fib Ht 1.3 Ht 0.5 Ht 102 10+68.50 453.89 18 7.55 68.5 0.44% 0.3 5.19 0.1 7.69 5.2 39.99 0.42 0.15 90.08 0.29 0.54 0 FALSE 0.85 454.73 460.03 OK -5.29 104 11+92.30 454.73 18 7.69 123.8 0.46% 0.57 5.2 0.1 0 0 0 0 0 0 0 0.1 0 FALSE 0.67 455.4 458.5 OK -3.09 107 10+24.79 459 15 0 20.8 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 FALSE 0 459 461.65 OK -2.65 109 11+g$.04 459.26 15 0 173.25 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 FALSE 0 459.26 466.91 OK -7.65 111 12+82.19 462.39 15 0 84.15 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 FALSE 0 462.39 467.47 OK -5.08 202 11+29.77 449.45 15 0.39 53.21 0.00% 0 2.28 0.02 0.2 1.87 0.37 0.05 0.02 47.68 0.03 0.07 0.09 FALSE 0.09 449.54 455.68 OK -6.14 204 10+87.69 449.82 15 0.2 32.15 0.00% 0 1.87 0.01 0 0 0 0 0 0 0 0.01 0.02 FALSE 0.02 449.84 455.82 OK -5.99 206 10+20.44 458.5 15 0.76 16.44 0.01% 0 2.76 0.03 0.33 2.16 0.71 0.07 0.03 13.41 0.01 0.07 0.09 FALSE 0.09 458.59 461.65 OK -3.06 208 10+52.40 458.68 15 0.33 31.97 0.00% 0 2.16 0.02 0 0 0 0 0 0 0 0.02 0.02 FALSE 0.02 458.7 461.63 OK -2.92 302 10+83.79 450.15 15 1.17 79.75 0.03% 0.02 4.24 0.07 1.07 4.78 5.12 0.35 0.12 79.97 0.23 0.43 0 FALSE 0.45 450.E 453.29 OK -2.69 304 11+51.48 451.05 15 1.07 67.69 0.02% 0.02 4.78 0.09 0 0 0 0 0 0 0 0.09 0.12 FALSE 0.13 451.18 455.75 OK -4.57 305 10+28.09 441.19 15 6.75 28.09 0.93% 0.26 8.7 0.29 0 0 0 0 0 0 0 0.29 0 FALSE 0.55 441.74 450 OK -8.26 402 10+21.87 447.01 12 0.47 21.77 0.01% 0 4.26 0.07 0 0 0 0 0 0 0 0.07 0.09 FALSE 0.1 447.1 455.5 OK -8.39 404 10+66.86 447.25 15 3.49 66.46 0.25% 0.17 6.64 0.17 0 0 0 0 0 0 0 0.17 0 FALSE 0.34 447.59 455.25 OK -7.66 506 10+24.10 433.E 24 25.74 18.02 1.29% 0.23 11.35 0.5 25.77 14.16 364.88 3.11 1.09 94.66 2.18 3.77 0 FALSE 4 437.6 440.06 OK -2.46 508 10+50.79 437.E 24 25.77 26.7 1.30% 0.35 14.16 0.78 25.83 14.91 385.09 3.45 1.21 35.56 1.48 3.47 0 FALSE 3.82 441.42 444.26 OK -2.84 510 10+gg,7$ 441.42 24 25.83 49.01 1.30% 0.64 14.91 0.86 25.95 14.92 387.28 3.46 1.21 76.75 2.28 4.36 0 FALSE 4.99 446.41 448.53 OK -2.12 512 11+94.77 446.41 24 25.95 94.99 1.32% 1.25 14.92 0.86 12.51 9.44 118.17 1.38 0.48 91.23 0.97 2.32 0 FALSE 3.57 449.98 458.85 OK -8.87 514 12+44.41 451.57 18 12.51 49.32 1.42% 0.7 9.44 0.35 11.74 9.34 109.63 1.35 0.47 27.76 0.47 1.29 0 FALSE 1.99 453.57 459.68 OK -6.11 516 13+18.74 453.57 18 11.74 74.39 1.25% 0.93 9.34 0.34 10.5 9.97 104.69 1.54 0.54 52.02 0.77 1.65 0 FALSE 2.58 456.15 461.23 OK -5.08 518 14+50.67 456.15 18 10.5 132.05 1.00% 1.32 9.97 0.39 7.14 8.35 59.6 1.08 0.38 50.76 0.54 1.31 1.7 FALSE 3.02 459.17 464.73 OK -5.56 520 15+02.26 459.17 18 7.14 51.67 0.46% 0.24 8.35 0.27 7.16 8.26 59.11 1.06 0.37 12.05 0.14 0.78 0 FALSE 1.02 460.18 465.81 OK -5.63 522 15+41.29 460.18 15 7.16 35.48 1.23% 0.44 8.26 0.26 3.77 7.54 28.44 0.88 0.31 74.62 0.54 1.11 0 FALSE 1.55 461.73 466.83 OK -5.1 524 15+77,14 461.73 15 3.48 35.85 0.25% 0.09 7.36 0.21 0.75 5.15 3.85 0.41 0.14 0 0 0.35 0.46 FALSE 0.55 462.28 467.29 OK -5.01 526 18+18.22 462.81 15 0.75 241.08 0.01% 0.03 5.15 0.1 0 0 0 0 0 0 0 0.1 0.13 FALSE 0.16 462.97 472.68 OK -9.71 530 10+60.23 450.93 15 6.28 59.26 0.95% 0.56 6.01 0.14 5.48 5.92 32.42 0.54 0.19 75.02 0.36 0.69 0 FALSE 1.25 452.18 459.21 OK -7.03 532 10+gg.67 452.18 15 5.48 39.49 0.72% 0.28 5.92 0.14 3.7 5.45 20.18 0.46 0.16 84.28 0.3 0.6 0.78 FALSE 1.07 453.25 459.19 OK -5.95 534 12+85.95 453.25 15 3.7 186.27 0.33% 0.61 5.45 0.12 2.4 4.88 11.71 0.37 0.13 62.78 0.21 0.45 0.59 FALSE 1.2 454.45 461.73 OK -7.29 536 13+25.29 454.45 15 2.4 39.34 0.14% 0.05 4.88 0.09 0 0 0 0 0 0 0 0.09 0.12 FALSE 0.17 454.62 462.04 OK -7.41 538 10+59.49 452.55 15 5.03 59.4 0.61% 0.36 9.89 0.38 4.45 8.61 38.34 1.15 0.4 3.13 0 0.78 0 FALSE 1.14 453.69 459.33 OK -5.64 540 11+22.84 455.71 15 4.45 63.35 0.47% 0.3 8.61 0.29 0 0 0 0 0 0 0 0.29 0.37 FALSE 0.68 456.38 462.35 OK -5.97 542 11+04.08 461.73 15 3.77 104.05 0.29% 0.3 7.54 0.22 1.25 7.06 8.8 0.77 0.27 43.76 0.33 0.82 1.07 FALSE 1.37 463.11 469.3 OK -6.2 544 12+60.60 465.11 15 1.25 157.68 0.03% 0.05 7.06 0.19 0 0 0 0 0 0 0 0.19 0.25 FALSE 0.3 465.41 479.68 OK -14.26 607 10+54.41 456.77 15 9.99 50.41 2.39% 1.21 10.27 0.41 7.92 6.46 51.17 0.65 0.23 53.59 0.32 0.96 0 FALSE 2.16 458.94 470.87 OK -11.93 609 11+89.74 463.9 15 7.92 135.13 1.50% 2.03 6.46 0.16 3.64 7.35 26.75 0.84 0.29 27.26 0.25 0.71 0.92 FALSE 2.95 466.85 473.49 OK -6.64 617 11+01.21 466.85 15 1.25 100.46 0.04% 0.04 4.08 0.06 0.83 3.63 3.01 0.2 0.07 49.7 0.1 0.24 0.31 FALSE 0.35 467.2 472.58 OK -5.38 619 11+52.52 467.2 15 0.83 51.32 0.02% 0.01 3.63 0.05 0 0 0 0 0 0 0 0.05 0.07 FALSE 0.07 467.28 474.55 OK -7.27 615 10+34.60 461.9 15 1.7 34 0.07% 0.02 7.31 0.21 0 0 0 0 0 0 0 0.21 0.27 FALSE 0.29 462.19 470.87 OK -8.69 611 12+7g.59 467.84 15 3.64 89.85 0.32% 0.29 7.35 0.21 2.77 6.82 18.87 0.72 0.25 38.37 0.31 0.77 1.01 FALSE 1.29 469.13 476.07 OK -6.94 613 13 19.87 469.96 15 2.77 40.28 0 0.18/0 0.07 6.82 0.18 0 0 0 0 0 0 0 0.18 0.23 FALSE 0.31 470.27 476.55 OK 6.28 622 10+40.55 457.E 24 16.47 34.47 0.45% 0.16 10.91 0.46 14.35 9.93 142.42 1.53 0.54 89.58 1.07 2.07 0 FALSE 2.22 459.82 465.7 OK -5.87 624 11+15.46 459.82 24 14.35 74.91 0.40% 0.3 9.93 0.38 10.27 6.72 69.05 0.7 0.25 41.04 0.3 0.93 0 FALSE 1.23 461.06 470.32 OK -9.26 634 11+18.10 461.7 24 10.27 116.71 0.21% 0.24 6.72 0.18 10.42 7.58 79.01 0.89 0.31 10.79 0.12 0.6 0 FALSE 0.84 462.54 474.92 OK -12.38 636 12+57.18 462.83 24 10.42 139.07 0.18% 0.25 7.58 0.22 0 0 0 0 0 0 0 0.22 0 FALSE 0.47 463.3 472.75 OK -9.45 630 10+40.55 459.82 15 2.26 74.54 0.12% 0.09 4.81 0.09 1.05 3.88 4.07 0.23 0.08 98.1 0.16 0.34 0.44 FALSE 0.53 460.35 465.67 OK -5.32 632 10+40.55 460.35 15 1.05 31.99 0.03% 0.01 3.88 0.06 0 0 0 0 0 0 0 0.06 0.08 FALSE 0.08 460.44 465.72 OK -5.29 626 11+73.68 464.96 24 4.1 58.18 0.03% 0.02 7.01 0.19 2.35 5.96 14.04 0.55 0.19 59.21 0.31 0.69 0.9 FALSE 0.92 465.88 475.14 OK -9.26 628 12+13.66 466.22 24 2.35 39.95 0.01% 0 5.96 0.14 0 0 0 0 0 0 0 0.14 0.18 FALSE 0.18 466.4 475.18 OK -8.78 2 202: DI-31B 6 It Throat a� m STA 10+55.54 TOP 455.60 m INV IN 448.82 (203) ^ o i 0 INV OUT448.72 (201) 0 2 0 M 0 M " V r n v 1_ 00 _ O O o000 O � O r'o� 0 C CoNouo O M EX-146 O00 �Ot-M �o`^flLO goal_ ��ooOF goal_ mrn�F °r°�ap STA10+00 m_°+°uriF 0p TOP454.88 00 oF0> oU)Fz NF0>> oU)Fz z gF0> INVIN 448.45(201) �F0> c U)Fz �OHz IN VOUT448.35(145) 470 470 ARR EXISTING GRADE PROPOSED GRADE 465 - 465 f 1 / / PROPOSED ER / LINE 460 460 1 v 1.33 455 455 103 1.6' 101 123.80' OF 68.50' O 18" HDPE 450 18" HDPE@ 0.50%_ 450 @ 5DVC- 8"8" SANITARY PVC 3-20 445 445 440 440 h �0 N 9+50 10+00 STR.1001+012+00 STR. HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 300: ES-1 for 12 inch Pipe STA 10+04.00 TOP 450.25 INV IN 449.15 (301) ARn ^ i O fV LO =rn 0 nn�o a 0 W N O 00LO LO ~ vz O 'M�z z m m m 2 Cl) U M cn � M Lo L�0� 9t0 aa> N0Z rrw EXISTING GRADE PROPOSED GRADE F 455 455 450 450 70.07OF 3' 16' HOPE IL @ 145°k 445 445 301 8" SANITARY 79.75' OF PVC 6-7 15" HDPE @ 1.00% 440 440 435 435 v v v v 9+50 10+00 11+00 STR. 300 - STR. 304 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 gray (STING 460 GRADE 460 PROPOSED GRADE r / 455 455 PROPOSED WATER LINE 1' MIN. 450 203 450 201 53.21' OF 32.15' OF 15" RCP 15" RCP 445 0.50% 0 @ 0.50 0 445 8" SANITARY 440 DIP 1-2 440 435 435 � N v a 12+50 9+50 �+00 STR.146 - STR. 00 EX204 307: MH-1 STA 10+00.00 TOP 450.02 INV IN 440.19 (306) INV OUT 440.05 (139) 455 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 305: 18" Basin - Circular Grate STA 10+28.09 TOP 450.00 INV OUT 440.75 (306) 455 PROPOSED GRADE 450 450 J 445 I 445 EXISTING GRADE 440 440 V306 28.09' DF 435 435 @ 2.0 % 430 430 00 R 12+00 9+50 10+00 11+00 STR. 305 - STR. 307 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 105: ES-1 for 15 inch Pipe STA 10+04.00 TOP 459.38 INV IN 458.00 (106) 475 m m m m U V 2 O O o O C On1 O C� O) N �co 00 M cico i CD a0j Ct) 00_O 0� m N V V 0) N It Z 0 N 9t Z O C 1 1 It 0 riaa» oU)�z biaa» z o�oz "aa> z �U)f-z 475 EXISTING 470 GRADE470 PROPOSED GRADE 465 465 110 460 6415 F 460 108 15 @ 1 5% 73 25' OF 106 16, HOPE 20.80' OF @ 1.75 (o 455 15" HDPE 455 450 450 445 1 445 N O CO O CO K of a v v v v v 11+50 9+50 10+00 11+00 12+00 STR.105 -STR. 111 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 N O 9 v EX-234 ^ (0STA 10+00 0 °p o v EX. RAISE TOP449.94 M + „-F STA 10+00 INV IN 444.71 (235) p 0 TOP 450.14 INVIN 446.21 (401) i� a a INV IN 446.2 (403) INV OUT 444.61 (233) v U) OF z INV OUT 445.71 (235) 460 1 460 465 RAISE EX. STORM STRUCTURE TO FINISHED GRADE &INSTALL SOLID LID EXISTING GRADE 455 455 450 I 450 PROPOSED GRADE 445 445 401 21.77' OF 12" HDPE @ 2.00% 440 1 1 440 435 435 rn v 11+50 9+50 10+00 11+00 EX. STR. 234 - STR. 402 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 RAISE EX. STORM STRUCTURE TO FINISHED GRADE 13+00 14+00 NOTES: 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. 2. A Z" STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP MANHOLES WITH A DROP OF 4' OR GREATER. 3. SAFETY SLABS SHALL BE INSTALLED IN MANHOLES PER VDOT SPECIFICATIONS. f0 0 n 2 N CD F N 00 CO r 205: ES-1 for 15 inch Pipe CO CN v m v STA 10+04.00 M _ N o+ v 208: DI-3B 6 ft Throat TOP 458.88 0 v z O STA 10+52.40 INV IN 457.50 (206) o w 0 > > 470 N U) P ? z INV OUT 457.84 (207) 470 EXISTING GRADE \ \ 465 465 PROPOSED GRADE 460 460 455 455 206 16.44' OF 31.97' OF 15" RCP 15" RCP @ 0.50% @ 0.50% 450 450 445 445 CO o r< v CO 9+50 10+00 11+00 „+5D STR. 205 - STR.208 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EL 'a U C N M O O - ~ v g O 0 00, 802: DI-3B 4 ft Throat 0 0 r 0 404: 12" BASIN - CIRCULAR GRATE o coo °�' STA 11+79.68 CO F STA 10+66.86 w v z TOP 486.76 p a 0 O TOP 455.25 5 a a INV IN 480.10 (803) ¢ a O� INV OUT 447.25 (403) Go z INV OUT 480.00 (801) U) z 465 daF 460 460 PROPOSED GRADE 455 455 EXISTING / GRADE 450 450 403 445 ag 46 OF 445 15" HDP @ 1.50 440 1 440 � N v v 9+50 10+00 11+00 11+50 EX. STR. 236 - STR. 404 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 PROFILE SCALE r�ry 490 490 GRADE - EXISTING GRADE J� 485 / 485 / 480 80 480 801 322 OF 175.63' OF 15 Cp 15" HD E @ 1 0% @ 0.5 % 475 1 475 470 470 R R h R R 9+50 10+00 11+00 12+00 STR. 800 - 804 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 Bryan D. Cichoclo Lic. No. 53741 1111112022 ^� E 0 N OV N N > E w Q E w i 3 a LL Z 3 0 LL 2 2 O L M a J U 00 W J -� D > N N 0 W 7 U) x �< 2 U > a IN � C O ri N `1 4 W J 0� t7 Z 0 a U LU w O Z 0 rn > w n i i DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN VM'� / W > w J w J � E_ H < 0 co \ / m J Q }O Z Q O 00 U) 2 D O V JOB NO. 49821 SHEET NO. C7.0 512: DI-3C 1Oft Throat � 111 0 STA 11+94.77 520: DI-3B 6 It Throat 5- TOP 458.85 STA 15+02.26 506: MH-1 INV IN 450.37 (513) TOP 465.81 STA 10+24.10 INV IN 451.55 (537) INV IN 458.48 (521) Bryan D. Cichoclo TOP 440.06 INV IN 449.93 (529) INV OUT 458.38 (519) `- INV IN 433.98 (507) INV OUT 446.55 (511) 522: MH-1 Lic. No. 53741 INV OUT 432.36 (505) STA 15+41.29 TOP 466.83 0 dE, 11/I1/2022 0 0 m M "' m ^ INV IN 460.24 (541) N 0 50 ��t� Ol CD ,� o v o n V o rn v o v PROFILE SCALE ZONAL o" V t t t INV IN 459.35 (523) L H (O F v 00 H 0 F (M m V rn ro CD M N (o INV OUT 459.25 (521) o0 LO N ((i Qj •� � °p •� cK N r u') N � (o r (. 0) M o � co ^ LO (Mn co ce) ' 524: DI-3C 8 ft Throat o N CO (^o 01� It ONr tea, V m�(O� V m00NM � m6n n 000(O V 500: ES-1 for 36 inch Pipe F 504: ES-1 for 24 inch Pipe = ' v = o M of F M + LO F M ' F STA 15+77.14 (> + N F M STA10+03.56 p��0 STA10+06.08 �� z 0 2� z O p�vz 0 O�vz 0 2�qtz 0 TOP467.29 pqq °r�0 °u TOP428.66 NQa> TOP434.17 a6¢d> > oFO> > 4Qa> > ioaa> > adQd_ INV IN461.81 (525) ioa(L ^ v INV IN 425.32 (501) Lo U) z INV IN 432.00 (505) Lo U) z r' (n � z z u-) U) f- z Lo U) f- z Ln U) Z Z INV OUT 460.07 (523) LO U)i � z > E 440 440 480 1 1 1 1 1 1 480 ¢ u. 2 3 0 0 2' O L M ¢ _j U w z w J - n O .. av>i� a v V W W M 7 Z F i, D-' 30'x En J ¢ W w O 0 Q i ry z =U >N O H <� n N W M W J ui z 0 x cD x F 0 w w w _ ¢52 a o z O N DATE Ar 1111112022 0 DRAWN BY VZCF trisl M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY 9+50 STR. 500 -STR. 502 11+50 : • B. CICHOCKI SCALE HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 AS SHOWNz - am ,� W V/ (W V = 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 Q a w STR. 504 - STR. 528 J J J J � � a HORIZ SCALE: V=50' Q o VERT SCALE: 1"=5 \ m rn J J N Q O z 0 a 0�� 0 ° cn J Q a 0 A D 0 0 m rn . ^ v J w rn m 5 NOTES: 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. 2. A Z" STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP MANHOLES WITH A DROP OF 4' OR GREATER. 0 3. SAFETY SLABS SHALL BE INSTALLED IN MANHOLES PER VDOT M o, SPECIFICATIONS. o JOB NO. 5 49821 N W 3 SHEET NO. m C7.1 PROPOSED / GRADE EXISTING GRADE 435 435 430 430 425 425 g6.19' F 36" R P 420 420 415 415 410 410 rn � N M v v PROPOSED 6'ADS GRADE 475 BARRACUDA 475 FILTER EXISTING GRADE 470 470 PROPOSED / \ WATER LINE 465 PROPOSED \ WATER 465 � 5 8 LINE 24� pE / � ROPOSED \ 15 2�p°k WATER \ � 460 8" SANITARY � LINE \ 1.4' O 460 PVC 29-30 523 PROPOSE y,85' OF WATER 519 3g 651 OF Iy" HpPo LINE y1.67' OF 15• RCP � 2.00 /o 455 18" RCP 455 132 OR / �4.39' 0 450 450 49 37 OF � 2 00 ° 18" RCP / 445 445 / 99 OF / Q•QOoI° 440 � 440 y09 F O A' 435 435 07 430 6.70' OF 430 3.50% 505 18.02' O 24" RCP 2.00°k 425 425 N M (C 7 ro tl' h CO (n co � ((i (O � (O � � � co o � ai � R V R R R V V V V V V R R V V V V Nca M cli N .-. O Cl) N co cc m M 512: DI-3C 10 ft Throat t cn t can Mo m v V v Lo '� rn v v H C H Cm O O O L Mr;MV L M L My M F v N H LLO (O C v- 0) ,C M V STA 10+00.00 M N "' � u� � °' o u') o o n LO M m 00 a n co o a u� �' ro � o TOP 458.85 0` o� 532: DI-3B 6 ft Throat o Oi ce) o LO cli 604: DI-1 � O LO Cq f O' v m 0' Cl) v v N M v � M cli m O �° o o � m � o� O m ONO mom^ M V Mier I)000a, O) � M�} Q)� H mNNH �0006 0) � 00OM 7 mQ CO V INV IN 450.37 (513) r) ai v F STA 10+99.67 c? v F 536: DI-3B 6 ft Throat 600: ES-1 for 36 inch Pipe M v F STA 10+83.00 c? + oo H o LO O + ] + co o w) H �? + a C? + of INV IN451.55537 O'O x TOP No x STA13+25.29 =C) Z) TOP459.50 p�Vzzzxo�vzO CO0��0 g�vzzx o�azp D�vp ( ) o"az O o�az O STA10+04.18 g�az O �Qw Qa 0 INV IN 449.93 (529) M H aO - INV IN 451.11 533 M F D > > TOP 462.04 TOP 444.95 N a d j INV OUT 449.00 (603) i i F O» > > �M,) � � Z z v � 0 > N H as N a w z z 't » ( ) va z N >>> FO a�0 INV OUT 446.55 (511) 0 U) z INV OUT 451.01 (531) u) U) f- z INV OUT 453.46 (535) INV IN 441.62 (601) (0 cn O z z ,� U) F z z z z LOU) F z z z u�i m H _ _ u') 470 470 465 465 470 470 480 PROPOSED EXISTING GRADE 465 GRADE 465 460 PROPOSED 460 WATER LINE PROPOSED WATER LINE 455 455 53 535 450 186.27 OF 39.34' OF 450 529 39 49' OF 15" 15" RCP 59.26 OF 16' RCP @ 1. o% @ 1.00% 15" RCP @ 1.00% @ 1.00% 445 445 440 440 rn N v m co 9+50 10+00 11+00 12+00 13+00 STR. 512 - STR. 536 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 620: ES-1 for 24 inch Pipe STA 10+06.08 TOP 458.17 INV IN 456.00 (621) 14+00 14+50 460 460 PROPOSED GRADE 455 455 450 450 EXISTING GRADE / 445 603 445 49.14' OF 36" RCP @ 3.00% 1 OF 440 6a 440 300ob @ 435 435 rn rn a h v v 9+50 10+00 11+00 11+50 STR. 600 - STR. 604 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXISTING GRADE 465 465 PROPOSED GRADE 460 460 PROPOSED WATER LINE 455 :zZo 455 pF TMIN. 3 615 cP 00 �0 533 01 5g RC 450 -,)6 450 445 445 440 440 00 O O CO 9+50 10+00 11+00 STR. 512 - STR. 540 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE rrxoi EXISTING / GRADE---,,, / PROPOSED 475 / GRADE 6' ADS BARRACUDA / FILTER L / 470 470 1.2' / / PROPOSED 5A$ O 465 FHA 53 0 465 1.2 16 0 @ Q' to PROPOSEDWATER 1' MIN. PROPOSED LINE WATER 460 41r LINE 460 11 HpPo 200� cc " SANITARY PVC 14-15 455 455 450 450 m b P N o N n 0 a v v v v v 12+00 9+50 10+00 Mcli N N O N 2 n O N tI Cm MvO M .O„i N N �p �p O) u7 M c0 L N �I1 CO t0 �O co O> O L NM F O�00 Cm H Z6v� O N O F COCO o co o _ o r o cc c uo�i (mom LO coM�`° 0ooMO Lo �+Ui O H r nv oo°'i; v LO to LO H �o rn rS o v M^ 628: DI-3B 6 ft Throat Co o rn ce) o"t = r-' x o x+ ui v v vzz� M+rnvv� +^�� STA12+13.66 M0 ED(0 ��vz0 �Nnj �oovzZx w__0 o�vzzx o�vz0 o0vzzx Mao o�v0 o--O 0>> w--0 i6ad>> TOP475.18 Q(L °'o~n�zz ioQd> cli Fz z z N�OZ Z z (NCl) 0z z INV OUT 465.42 (627) '�~0z z z m�0z (0 U) z (0U)- (OCAH_ _ _ axn axn axn aW; PROPOSED GRADE PROPOSED WATER GRADE PROPOSED LINE PROPOSED WATER WATER LINE P OPOSED LINE 470 WATER 470 470 / LINE GRADE J 2 \ / 8" SANITARY c s 465 4651 465 PVC 17-39 o / 62 OF / 1.4' 39 9 2 , CP n I @ .00ok y ' 635 3 460 460 460 139.07' F PVC 6-17 1 6.71' OF 24" HD @ 1.0 FF 3/0 C 625 4" RCP o 623 / 58.18' OF 0.88% c 74.91' OF 24" RCP L 621 2q' RCP @ 2.00% 455 455 455 24 R9h @?/� § L / / D 450 4501 450 D 3 445 1 1 1 1 1 445 445 0 rn J I I aI aI aI aI aI I I aI 't hl QOI 't V iC 17 >� 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 m� STR. 620 - STR. 628 STR. 624 - STR. 636 > 1 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' c NOTES: VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. °n 2. A q° STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP u MANHOLES WITH A DROP OF 4' OR GREATER. 3 3. SAFETY SLABS SHALL BE INSTALLED IN MANHOLES PER VDOT 3 SPECIFICATIONS. 11+00 12+00 STR. 522 - STR. 544 O) co uo 0 W V L6 7 F V z 0 z z 632: DI-3C 6 ft Throat STA 11+06.47 TOP 465.89 INV OUT 458.96 (631) a7.1; 470 470 PROPOSED GRADE 465 465 EXISTI G GRADE PRO SED WAT R / 1'MIN. LINE 460 460 /629 /74.54' CIF 631 631 / 15" 311.99'OF 455 15" RCP 455 0o @ 1.00% 450 450 445 445 440 440 of O O h � a Q 13+00 9+50 10+00 11+00 STR. 622 - STR. 632 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 12+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 Bryan D. Cichocld Lic. No. 53741 1111112022 �'� (A z 0 f f z 0 a u U Lu w O z 0 En w n i i DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN 06 y) V� / W i w J LL J � LL H Z \ w / m J Q ' LL 0 �O//�� O O VJ 2 D O V / JOB NO. 49821 SHEET NO. C7.2 NOTES: ^� 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. Bryan D. Cichoclo 706: DI-3B 6 ft Throat 2. A 1° STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP 0 '—� Lic. No. 53741 STA 12+79.59 MANHOLES WITH A DROP OF 4' OR GREATER. 0 50 TOP 476.07 3. SAFETY SLABS SHALL BE INSTALLED IN MANHOLES PER VDOT PROFILE SCALE 1111112022 INV IN 468.96 (707) SPECIFICATIONS. INV OUT468.86 (705) ZONAL Gti 714: DI-3B 4 ft Throat _a M STA 11+53.09 o cn o o u') 0 TOP 474.55 L) 0 0 0 0 0 0 C o °�C c o �M� ruin L rnn 2 C t o L o t o r o" o t F V n INV IN 466.06 (715) ,� n H C ^ F `ten r'. Lo F `n n F 0 o f M ,n u� � INV OUT 465.96 (713) o o o N � +� N v w ^ 702: DI-3B 6 ft Throat N N $ ro rn r> . m v v, 0 w r c� ui m rn rn a0 rn �? m u� a? 0 v v STA 10+00.00 �° n m v movvcd v �p0u�u) v 716:DI-1 o ,� m coo004 v m�v co v m°iu?rn v ^oH Ur�i°p� ¢ o c?++nvv �?+^v +0iv °?+ovv m+�vv r'�+,��v �Mo= TOP M+oH >E O�vzz O��z x STA w Paz 0^ x O�azz x O�vz x D�vO INV IN460.90 717 o�v0 a E o__O O TOP473.61 0— O,vzz0 o--O a_0 oao> ( ) a0 = 0�0»> �'HO» oHO> Naa»> 0�0»> oH0» FOz INV IN462.90(703) 66F0> �Lu rm0z z z ��Fz z INV OUT468.00(715) r U)Fz o�Oz z z I--U) Z Z r--U) Z nm~— INV OUT457.27(701) �rn�Z �w ; 3 ¢ LL o 3 485 485 485 485 485 1 485 " — o �� 2' O L M ¢ _j U w z w J —Li O > a Lu a v V' W W ZM7 �i = X U) J ¢ w w O 0 Q � � i ry z =U >N O v; U) n N w M o W J 4. z 0 ui x c� x F JE 0 OF w w w _ ¢ a z O N DATE 1111112022 0 DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 STR. 704 - STR. 716 STR. 700 - STR. 710 STR. 702 - STR. 718 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 06 M W Q> w J w t--t < O >w� m J N Q O C) z 0 a 0�� 0 ° cn Lu J Q a 0 U D 0 0 m v J w rn m O U t v) 3 0 M m rn a 0 JOB NO. 5 49821 N W 3 SHEET NO. m C7.3 48D 48D EXISTING GRADE PROPOSED GRADE 475 475 PROPOSED � WATER LINE � 470 470 465 11 51.32' OF 465 715 100. 6' OF 15" RCP 24.23' O 15' RCP � 1.00% 15" RCP � 1.00% @ 8.00% 460 460 455 455 450 450 480 480 EXISTING / GRADE / //—PROFOSED 475 475 PROPOSED WAT R GRADE � LINE � 1 1'MI 470 PR POSED � g 470 WA ER � y1 O LIN C7O5 01 „RGP 40. ROF1 3pp°lo 2.3' / f g9 85 2..2.5010 465 � 5" VG (�• 2 465 / 703 135.13' OF O 15" RCP 460 1.00°k 460 1p1 455 OF 455 15" FtG �2g6 450 450 �F tl• � � � 7 R R 480 480 475 475 PROPOSED GRADE 470 470 PROPOSED WATER EXISTING LINE GRADE 465 465 1�1 OF 460 • 460 �G polo 455 455 450 450 R �TH OF 5- 4i� Bryan D. Cichocld Z U Lie. No. 53741 0 op 11/1112022 0 50 PROFILE SCALE �SSIONAL�1 STA 10+00.00 3 TOP 459.42 INV IN 443.24 (3-4) STA 12+58.57 INV IN 450.10 (3-20) 5 TOP 456.30 Mo E N OV INV OUT 443.14 (2-3) INV IN 444.67 (5-6) N ° INV OUT 444.57 (4-5) w ° E N y STA 10+58.51 2 6 STA 13+32.04 ¢ LL V 3 TOP 456.31 TOP 453.97 o U. o INV IN 442.38 (2-3) INV IN 445.50 (6-7) O t M INV OUT 442.28 (1-2) INV OUT 445.40 (5-6) ¢< J v m z w v O 7 STA 14+09.03 Z F d M v STA 10+30.78 1 TOP 452.57 STA 18+28.89 STA 21+g4.93 3 O N x vn TOP 454.88 INV IN 446.37 (7-8) 9 STA 15+60.07 11 TOP 460.87 14 TOP 467.51 � -i a LL o TOP 456.72 INV IN 442.00 (1-2) INV OUT 446.27 (6-7) INV IN 453.09 (11-12) INV IN 456.96 (14-15) O Q c v INV OUT 441.90 (Ell1-1)INV OUT 452.99 (10-11) INV OUT 456.86 (13-14) x > ° O INV IN ti N Z INV OUT 447.98 (8-9) ¢ STA 10+00.00 m 7) TOP 454.16 E1 STA 11+g0.23 STA 16+45.97 STA 19+22.51 STA 20+75.41 STA 10+00.00 g O q STA 14+55.83 10 12 13 15 m M w EXISTING INV OUT 438.83 TOP 458.76 8 TOP 453.46 TOP 458.11 TOP 462.04 TOP 466.07 TOP 469.10 w M INV IN441.59 (E11-1) INV IN 443.79 (4-5) INV IN 446.94 (8-9) INV IN 450.25 (10-11) INV IN 454.13 (12-13) INV IN 455.76 (13-14) INV IN 457.70 (15-16) a v 00 INV OUT 443.69 (3-4) INV OUT 446.84 (7-8) INV OUT 450.15 (9-10) INV OUT 454.03 (11-12) INV OUT 455.66 (12-13) INV OUT 457.60 (14-15) 475 475 vi O x C7 0 O x H 0 w w w _ a a o z O In DATE 0 1111112022 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN • • M W W r I 0 J_ Q \ co w / m J Q LL W O (n Z O 0 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 p Q STR El 1 - STR 15 0 " � HORIZSCALE:1"=50' � Z VERT SCALE: 1 "=5 Q T0 . U) I ,0 V / JOB NO. 49821 SHEET NO. C7.4 i i i 470 470 WATERS SERVICE LINE, APPROXI ATE DEPTH EXISTING IP GRADE PROPOSED � GRADE S ORM 465 PI E 541 465 WATERLINE 5 10.6' _ SING aso aso 109.52' OF tTrZo 2.6' 12-13 g^ PVC - 152.9OF.0°_STORMFPo14-15455PIPE _ IRON 63.54' OF 301E 455 WATERLIN 1 � @ 1.00% CROSSI G- 15.5' `� x 450 J 450 WATERLI E 1 '� - � rn w m -0 It � it , W v it WATERLINE CROS ING ¢w wo w� � wo wowNwv CROSSING 4-5 3 1' $5 0' OF rn � rn m � m � � � � m I.- Q� � aN aNa�a= STORM 78.34'OF �__ _ $pVC LL W ri Hu�F�FcoF � W a? W �? W , W � W � rn J+ J+ o + J+ J+ J+ J � 1.50°� � g� g� g�g� g�+g� �N �N N �N �N�N�" PIPE201 8"PVC -- 7-8 1104.26 OF 1 - ' ai ai 445 6-7 OF �� VC a r�i� c~iJ r�i� v~i v�i c~iJ v�i c~iJ c�iJ v�i c~iJ 445 _ 5-6 77.00' OF $, PVC 1.00% 7 46' OF 8„ PVC � 1.00° cn cn rn rn rn v7 rn rn rn cn CC rn cn - - 3-4 "PVC @ 1.00% 2 OF 1.OD°� J J J J Q ¢ ¢ QQQ J )�0-20 JJJJJrL J)Um) ¢ ¢ Q Q JJQ QQ¢Q76.2'OFuctilelronw..o:oo:u�o:u 4 .45' �otrtrMtr`ro!r�otr�u�o:u��o�o�rn$"WOWoW�`?W�`?WWu?Wn!WcvW?W?W�+?WW�Wn!WcyWQWQWQ ii Hm HN F7 FM H�AF1�HNFaHrQ1MHu7mmu�m 4408"DuleIron1.00%HFMu)mH co rn N m m m 440 1 _2 (rT 27.73'OF `�" .•>� ` J I� J >� O Q) _O � J O J O J N N � O O O N �N of O O of �N�N Q > ¢ 8" Ductile Iron rn � rn v> rn � rn rn � � � rn � rn � rn � cn rn � m � rn � cn � @1.00°� �cn�cncn��������cn�cn�������v,����cn����W��cn�cncn�11-12 a a a a a a rm�<- w �TH OF 5- 4i� Bryan D. Cichocld Z U Lie. No. 53741 0 �p 11/1112022 0 50 PROFILE SCALE �SSIONAL�1 M E O O � U N Vi N C > E W ° E Lu 7 Q LL 0 W W o R L y t M J U m z - in O d oN a C7 W wM K STA 17+35.24 ?i N x TOP 485.26 24 ix °i `Q p INV OUT 477.98 (23-24) Ln s N z STA 14+86.61 STA 10+00.00 F Q N 15 STA 10+00.00 1fi STA 12+54.60 TOP 475.12 17 3 TOP 459.42 20 STA 11+30.78 STA 13+45.82 21 STA 14+77.94 22 23 STA 15+75.19 o N j TOP 469.10 TOP 473.98 INV IN 463.46 (17-34) INV IN 443.24 (3-4) TOP 461.06 TOP 468.32 TOP 475.39 TOP 479.33 w v w INV IN 457.70 (15-16) INV IN 461.04 (16-17) INV IN 465.25 (17-39) INV IN 450.10 (3-20) INV IN 451.51 (20-21) INV IN 460.21 (21-22) INV IN 467.58 (22-23) INV IN 471.57 (23-24) a v co INV OUT 457.60 (14-15) INV OUT 460.25 (15-16) INV OUT 463.36 (16-17) INV OUT 443.14 (2-3) INV OUT 451.41 (3-20) INV OUT 460.11 (20-21) INV OUT 467.48 (21-22) INV OUT 471.47 (22-23) 490 490 490 490 vi O x c� O x 0 w w w 2 Q a o z O (n DATE 1111112022 O DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN �•ft ,�( Wii M 0V/ U) W J ce Ix Of Of li Lj LL Lq Q; 0 J a w W m J Q �W/� co 'LL O VJ Z ��/ O 0 N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 p Q STR 15 - STR 19 STR 3 - STR 24 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' O Z VERT SCALE: 1"=5 VERT SCALE: 1"=5 Q APPROXIMATE ELEVATION OF SANITARY LATERALS (/) PRIOR TO SADDLE CONNECTION. LATERAL INVERT ON TZ APPROACH TO TRUNK LINE APPROXIMATELY 0.9' HIGHER THAN TRUNK LINE INVERT. ,0 V / JOB NO. 49821 SHEET NO. C7.5 485 485 480 480 PROPOSED HICKORY ST. EXISTING GRADE WATERLINE GRADE CROSSING 475 475 470 470 \ STORM WATERLINE PIPE 625 CROSSING 13 9, 465 � 465 1.7' 16-17 232.01' OF 460 460 @ 1.00°� 455 455 450 450 445 445 440 440 O O M h W O R V O R V R h R h R PROPOSED 485 GRADE 485 W TERLINE 6 ROBBING 480 80 WATER SE VICE LINE, EXISTING APPROXIMATE DEPTH TYP GRADE / 475 475 / 23�QpF i �g0 470 470 Z 22 pF / j g• P 0° ° Z1 OF 465 �2 465 460 460 2� p / d' � M 2' M (L' N 2' °0 2' 2' �11 STORM �5�' 2, PJ / / wcoowaw�w� F co H � H M H wow R H r� H wa H o FHA PIPE 103 9 QQ / QvQcoQco J + J + J Qo + J Q°oQ + J + J Qo J + �Q� �Q 455 � �~�~�~�~ �~� �~ 455 i J J J J J J �W�W�? Q?WQWo W�+? W� r � ~ � ~ r n W ~ 00 F g+ gx N a5o 3-20 +g+g+ +3+g+ a5o 130.78'O Q�Q�Q g^PVC �cn�cn� @1.00% ��cncncn m�m�� cn� �cn 445 J J J J J J J J J J J J J J J J J J J 445 W� Q1 W� O � W� M N °� W^ if1 N WN �[) W� °0 W� W � W� W" WNW I� N d' W^ M W� WSW .W N MW (O �W�+? (O Wo O H7 gN H(O g+ N FO 3+ (O O FM W N g+ OFN (O 3+g+ HO (O I� F�HO g+g+ N HN O g+ F�HM O g+g+ N M FO 3+ u7 Fn 3+g+3 HOF co (O HOF g+g++ W nF�H� 05 O g+ � + + + + O O O O O N �a�a N N N M M M aa a s a 440 � vJ vJ to cn to to rn cn � � � m m cn to � c4 to � � rn to � to � � m � � � cn � � to � c4 cn 440 M M O er O) h O R O) O O M Vj �TH OF 5- 4i� Bryan D. Cichocld Z U Lie. No. 53741 0 �p 11/1112022 0 50 PROFILE SCALE �SSIONAL�1 M E O O � U N Vi N C > E STA 11+25.23 w E TOP 464.35 26 w 3 INV IN 452.23 (26-27) a LL 3 INV OUT 452.13 (25-26) 0 U. o w O m u y t M J U so - in O STA 10+60.51 rn pi o a TOP 463.61 25 F ° v u INV IN 451.81 (25-26) 30 STA 15+98.56 3 O N a n INV OUT 451.71 (E34-25) TOP 460.17 o a ? w o STA 12+10.87 INV IN 455.00 (30-31) Ln = v N z 27 TOP 4 51 INV OUT 454.90 (29-30) x ¢ O_ STA 13+58.54 INV IN 452.76 (27-28) 28 TOP 461.24 STA 14+80.72 ~ V; STA 10+00.0,0 29 STA 16+37.30 STA 18+26.54 o N j E34j INV OUT 452.66 (26-27) INV IN 453.60 (28-29) TOP 459.53 31 32 ° 1 TOP 462.18 TOP 461.21 TOP 466.41 w v EXISTING INV OUT 451.31 INV OUT 453.50 (27-28) INV IN 454.31 (29-30) INV IN 455.29 (31-32) INV IN 457.93 (32-33) STA 19+72.89 33 a INV 1N 451.41 (E34-25 INV OUT 454.21 (28-29) INV OUT 455.19 30-31 INV OUT 456.24 31-32 TOP 466.09 o w ( ) ( ) INV OUT 458.68 (32-33) 485 485 vi O x c� 0 O x 0 w w w 2 Q z O En DATE 1111112022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN WATERLINE 3 CROSSING •11 �M//� V/co W J fA ceQ 0 APPROXIMATE ELEVATION OF SANITARY LATERALS cc PRIOR TO SADDLE CONNECTION. LATERAL INVERT ON J w APPROACH TO TRUNK LINE APPROXIMATELY 0.9' HIGHER J THAN TRUNK LINE INVERT. \ w w / m J Q W ' O nLL Z O 0 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 p Q STR E34 - STR 33 0 " HORIZ SCALE: 1 "=50' Z VERT SCALE: 1 "=5 Q 0 T. � I ,0 V / JOB NO. 49821 SHEET NO. C7.6 480 480 475 475 WATER SERVICE LINE, APPROXIMATE DEPTH TYP 470 470 PROPOSED GRADE 465 EXISTING 465 GRADE i � 1 � 460 460 11.3' \� 5 71� 3233 1464' OF 2 4' 455 1% 455 - 29-30 30-31 189.24' OF F 38.74'OF g�'PVC 27- 1�Z2� OF 117.83' 8" PVC 0.50% �- 26 27 147.66 OF 8" P C 8" DUCTILE IRON � 0.50% 25-2 @ 0.50 k E34-25 5.65' OF 8" p (� 0. 0% 450 64 71' F C 450 8 PVC 0.50°k 0.50 k (� 0.5 % M 4 5 M 445 STORM Q Q Q Q � PIPE 511 w0 w0 w w� N luA N M �J�++�QQQQQQQQQQQQQQQQQQQQ J J J J J J Jl<w 440O_CL'd' u)a'Od'(O O_N N �1� d' � �O Of co 2'� d'm 2' �M O_O �O 2'M O_M Q Q Q 440 IFN H a FN a HN aM HO ¢� FAH a0a0a� VFO H°0 a� HO a� H(OHOB a� a� a� aN H a� V FO a� H a H am W H Hui to, a� Hu7 a� a� (n (n (i J x J+ J x J+ J+ J+ J + J + J+ J+ J+ J+ J+ J+ J+ J+ J+ J+ J+ J+ J+ J+ _M �_ �_ � �H � �H �H �H �HOH�H OH �F �F �F �F OH �H �H O �H �H �H �H co 435 435 O M O O O co O N N O N N N O R tl O of O of O a a V V V V V R 7 C h 7 7 7 V 7 �TH OF 5- 4i� Bryan D. Cichocld Z U Lie. No. 53741 0 �p 11/1112022 0 50 PROFILE SCALE �SSIONAL�1 M E O O � U N Vi N C > E W ° E 35 STA 11+97.50 w ,>� 3 TOP 484.32 ° 3 INV IN 475.38 (35-36) o U. 0 3 INV IN 473.18 (35-37) C t M INV OUT 470.60 (34-35) d uji U o o STA 14+86.61 17 ii � o a TOP 475.12 STA 10+73.84 cn w INV IN 463.46 (17-34) 34 TOP 478.16 STA 12+73.47 u INV IN 465.25 (17-39) INV IN 468.12 (34-35) 36 TOP 488.09 x INV OUT 463.36 (16-17) INV OUT 464.94 (17-34) INV OUT 476.90 (35-36) o a e LL o STA 11+97.50 35 Ln _ z 495 495 TOP 484.32 STA 10+49.84 x > m O INV IN 475.38 (35-36) 37 TOP 484.86 STA 12+73.34 ~ c rn INV IN 473.18 (35-37) INV IN 475.67 (37-38) 38 TOP %0.44 ^ w INV OUT 470.60 (34-35) INV OUT 474.18 (35-37) INV OUT 480.14 (37-38) o w � H 500 500 STA 12+58.53 STA 14+86.61 STA 12+16.11 41 17 STA 11+14.69 40 TOP 479.06 0i TOP 475.12 TOP 474.44 39 TOP 477.4) INV OUT 471.41 (40-41) o INV IN 463.46 (17-34) INV IN 467.74 (39 40) INV IN 469.97 (40-41) INV IN 465.25 (17-39) INV OUT 469.77 (39-40) x INV OUT 463.36 (16-17) INV OUT 467.54 (17-39) o 485 485 � H 0 w w w = a a o z 0 �n DATE 1111112022 E-\ 0 } DRAWN BY FIRE LINE M. DENHARD CROSSING • DESIGNED BY • M. DENHARD AA • CHECKED BY B. CICHOCKI • • SCALE AS SHOWNIx co •POPE 626 Nt cz M 0 V/ U) W J 9+50 10+00 SANITARY 1 7-36 PROFILE 13+00 13+50 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 13+50 w O SANITARY 35-38 PROFILE SANITARY 17-41 PROFILE J 0- HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' j � VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 H� Z \ w w / m J Q W ' LL 0 /) C >- z elf O 0 N 0u Q Q 0 T. U) I ,O V / JOB NO. 49821 SHEET NO. C7.7 490 490 EXISTING GRADE / / 485 PROPOSED 485 GRADE / 9.5' / 480 480 / 475 35"36 475 / 75. V FIR LINE � �20 /o CRO SING 470 470 3q_35 123 67' F 8" PV /o co 465 �20 � g 465 17-34 w M 73 � F g + g" PV o' 460 cn cn 460 455 455 450 450 o �n rn v rn a a a a a a 495 495 PROPOSED GRADE 490 490 485 485 J \ / 480 480 EXISTING GRADE �� 37-38 23 50' OF 8 PV o 475 475 3630E 4a pVC 2 00°� 470 � 470 465 465 460 460 N N ^ v N co a a a a a a 480 480 FIRE LINE PROPOSE CROSSING GRAD 475 475 EXISTING / GRADE ✓ 470 470 � q1 OG \ / 39"40 A2 OF Is- 1 b \ 101 a, pVC 7�g � � 2.00% 465 465 8� PVC r, x STORM F � 460 460 N Q Cn � 455 455 450 450 M O1 fp fp R h �TH OF 5— 4i� Bryan D. Cichocld Z 490 490 U Lie. No. 53741 0 �p 1111112022 0 50 PROFILE SCALE �SSIONAL�1 M cm O O u N Vi N C > E w w E Lu 7 Q LL 0 W — W o R6 W L M � J U m Z — n O d� a z W w M K H U 30N¢ w W Q o Q = v Ln x C N z =U �� O_ F c ^ �_ N > M � co a� vi O x L 7L c� x 0 w w w I. 2 Q a o z cj cNi T�_ff —1 —1 Limuiv uj � u vj � uj 'N vi Vj vi � uj uj O �n DATE 1111112022 O DRAWN BY M. DENHARD • DESIGNED BY co • M. DENHARD • CHECKED BY B. CICHOCKI oc N. cj 14 cs • • SCALE AS SHOWN 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 21+50 WATERLINE 1 am HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Nt 480 480 0 W > w J w J J LL �q Z O > w m J co Q LL Lu z ~ O 0 Q O co O" 236 ,O V / JOB NO. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 49821 WATERLINE 2 SHEET NO. HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 C7.8 485 485 O m � Q 480 � U 480 PROPOSED GRADE 475 \ 475 8" CLASS 52 DUCTI E / IRON WATERLINE. 1 1.6 / � 8"X8" TEE FROM � WATE LINE 3 470 SEWER � 470 o PIPE 22-23 C] � v w� w M 8"x4" TEE TO 1' MI EXISTING m � m N FIRE LINE GRADE e Q N Q � Q \ \ 465 N N ~ STORM 465 PIP 543 \ / 8"X8" T E TO � 8"X6" TEE / WATER RI 2 1 5 / TO FHA 460 � 460 / W W W W W W W W W W W W W W � 8 X8" TEE TO U �o U �o U �N U U ��i �rn U �N U U U U �o U �m U �m U �m SEWER TERLINE 4 1.2' r° ��rNi, of co PIPE15-16 PP0623 455 w w w w w w w m w w w „�, w a, w m w_ w m 455 + my + v + mug N + mug + + u�mu� + �u� + mug + Of co w� mm��o�m w�w�w� + + + Of w� + co + + co �n w� w� + �n w� T / w� � a w� w� �w� w� w� Qa as as aQa Qa Qa Qa QaQaQa Qa as as Qa � m �m �m mom �m �m �U�m 3.5'MIN. I 450 �O O 450 � � STORM + + PIPE 103 F C7 F C7 F Z a0 (n a0 fn 445 o w w w w w w w w w w w w w w w 445 = O > N > > M > n > > > � > N > > > O > a0 � > it1 > O > W W O O O ll' W fn N 2' W � (n O' W fn O� r LL7 2' W (n n r n 0' W fn <Y W (n 2' W (n u'1 ap M 2' W (n a0 �p D' W !n <Y W fn <Y W fn O ap D: W (n N pj (O � O_ W� (n N 0' W fn co ap 0' W' (n O +o <Y +o Q. + <Y +o Q. +o a. + � + Q. � m � N a. + <Y + <Y V + a. O M O Q. O +� m N +� a. + W� W� W� W.— W W W� W� W W W W� � W� W� W a�a� a o�a�Q�PIPE23 � � � � � 440 m U m U m U m m m 440 � CO �O CO h N co �O M O1 M �D M O O N O h O O O co O �D O V N of of � M CD � � 475 475 8" CLASS 52 DUCTILE IRON WATERLINE 2 � i GRADE i /-PROPOSED a7o / a7o � M O1 8"X8" TEE O M _ WATERLIN 6 EXISTING GRADE � � � 3.5' MIN. 465 — 465 rn „y oo � 1'MTIN. o_ mo > Q '� � 8"X6" TEE 460 U Nt~n TO FHA 460 STORM PIPE 541 455 8"X8" TEE TO 455 WATERLINE 5 H z � w w w w w w w w w w �TH OF 5- 4i� Bryan D. Cichocld Z U Lie. No. 53741 475 475 0 �p 1111112022 0 50 PROFILE SCALE �SSIONAL�1 M E O � O N V N Q > E w ° E y LL o 3 o w �6 ��tM 12"X8" TEE Q � v m z FROM HICKORY o rn O APPROXIMATE EXISTING WATERLINE STREET WATERLINE a STUB OUT ELEVATION = 453.34'. 3 C N v CONTRACTOR TO VERIFY EXISTING STUB OUT ELEVATION. x J iQy W o¢ �� Ln x C N z =U>� O_ F cm �_ ff�N T M � a� o w SANITARY SEWER PIPE E34-25 vi M 0 x c� LL 0 x LL 0 w Ir ji W W co co 2 Q Q Z 0 �n DATE 1111112022 O } DRAWN BY CZ M. DENHARD 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 22+50 • DESIGNED BY WATERLINE 3 • M. DENHARD HORIZ SCALE: 1"=50' • VERT SCALE: 1"=5 CHECKED BY B. CICHOCKI • • SCALE AS SHOWN 470 470 470 470 Nt V/ W F 'o... 411K] > w J w J J C 2 O > w m J LL Q z ~ O � Q O O" 2 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 12+50 O WATERLINE 4 WATERLINE 5 (n HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 JOB NO. 49821 SHEET NO. C7.9 o u�i � N � � N O O + N � N a 470 m (n m 0 m m 470 z � � PROPOSED N w + EXISTING + � + GRADE mo 8"X6"TEE GRADE TO FHA 8"X8" TEE TO � �O F � __ � 465 N � WATERLINE 5 � 3.5' MIN. STORM 3.1 1.4' STORM � PIPE 537 3.5' MI � 8 X8 � 460 STORM � PIPE 531 TEE 460 PIPE 535 1.5' � 11.25° PIPE 5n15 2.1' STORM D \455 � �. STORM STORM PIPE 519 PIPE 631 455 1'MIN. i 25' STORM 8" CLASS 52 DUCTILE 1 � PIPE 517 IRON W TERLINE 3 450 450 w w w w w w w w w w w w w w w w w w w w w w lwo w lcw) w www w ww445UUUU U UowlUU U U U U U U U U 445 i� � 2' (O iM iu7 il� iu7 iN i� iN 2' Oi(Oi0i0iM iOiN i il� is (O ih O i�i�i�iai� i(Oia ihiifl i� i i0 i0 O ll' W� O � 2 I� Wp 2' Wpj O 2 W�j O 2' Wr M 2 Wap aD 2 Wp� � 2' WMWtjW r O 2' N 2 W�pW�jWp O 2 M 2 O ll' WM O> O' W�p I� W 2' W ll' W�p ul O' Wn a � p 2 W�j O a0 2 � Wp 7 2' WapW^WN � ll' c0 2' u7 2' WN u1 � WM O) 2' W^ M 2 WapW N ll' O 2 W�j O d' W 2' W� N <Y W� O) O) (n � hw u'1 (n � (n � (n N !A co (n O� (n O (A � (n � (A n (n Oi W !A O) !A � (A � (n u'1 fn 1� u� O (7 M co O (n M (O (n O (n O !n � (n N (n u� (n a0 (n O (n � fn N (n r (n (n � O N M D' + O + O � + O � + � <Z' + .- � + � Q' + � � + N � + N � + N � + N Q-' + N � + N � + M � + M � + M � + M + 7 � + � � + � � + � lu) + � � + LL7 + u7 �(O + �(O + � + (O � + co �(O + �(O + �(O + �I� + �1� + �I� + � � + a0 � + aD + O W� �W� W� W.- W� W� W� W� WSW.-W� W�W�W� W� W� �W W� W� � W� lco � W�W�W�W�W� W� W� W�W� W� W W� W� lu) .- �a aQa �a�a �a �a�a �a a� aa�aao nnnnnnnniuininuiviu~in nvi �~ 3n3n�n�~fin �n�n 3n�~ 3n � �n �n aao o c� N M rn rn N M o v o N N o N o � ^ v v ^ o N EXISTING GRADE 465 465 / � PROPOSED 460 r � GRADE 460 o 0 A/ co � 8"X8" TEE FROM 455 � WATERLINE 1 455 l 450 1' MIN. 450 8" CLA S 52 DUCTILE IRON ATERLINE 4 8"X8" TEE FROM STORM 445 EX. WATER MAIN PIPE 203 445 SEWER PIPE E11-1 440 440 b v M � v M v a EXISTING GRADE 465 465 8"X8" EE FROM � WATE LINE 2 460 PROPOSED 460 GRADE 3.5' M N. 8"X8" TEE FR M 455 2' WATERLINE 455 SEWER 450 PIPE 11-12 450 8" C SS 52 DUCTIL IRON WATERLINE 5 445 445 440 440 h � N v v a 495 495 495 495 TH �r Bryan D. Cichocld Z U Lie. No. 53741 0 �p 1111112022 0 50 PROFILE SCALE �SS10 L �1 M E O O � U N Vi N C E 7 Q U. ow- w 0m Lu <_j LM J U m Z —m O d>oN� a C7 W NM K H U 30N¢ w w Q 0 Q = C N Z =U O_ F c vi 7) 0 N > M � a�co vi O x c� x 0 w w w _ a a o z O Vl DATE > 1111112022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 B. CICHOCKI HICKORY STREET WATERLINE WATERLINE 7 SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' AS SHOWN VERT SCALE: 1"=5 VERT SCALE: 1"=5 495 495 W 000 0 0000- V/ W > w J w J H � O \ w J Q }LL Lu z ~ O 0 Q O O" 0 2 ,O V/ JOB NO. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 49821 WATERLINE 6 HORIZ SCALE: 1"=50' SHEET NO. VERT SCALE: 1 "=5 C7.10 IRS co 490 \ 490 \ UGT CROS ING 485 \ 485 480 4$0 PROPOSED 12"X6" TEE G DE 475 TO FHA 475 3.5' MIN. � � 12"X8" TEE O 12" CLASS 2 DUCTILE \ WATERLINE 3 i 470 IRON TERMAIN \ 470 3'3 \ 3.5' MIN. / EXISTING \ GRADE 1 \ 6.9' 2.1' 465 uJ 5.8: 465 uJ o STORM— STORM + PPE 621 w � PIPE 700 F 460 Q � 460 SEWER PIPE 16-17 STORM STORM PIPE 609 PIPE 623 455 455 450 450 O o 6) � �O cp a v W v v v a cp v v cp v v cp v cp v cp v � v PROPOSED GRADE 490 8"X4" TEES TO 490 FIRE LINE 3.5' MIN. / 485 485 480 / 460 � 8" CLASS 52 DUCTILE 8"X6" TEE IRON WATERMAN TO FHA 475 475 EXISTING GRADE 470 470 465 465 460 460 455 _ 455 450 450 O M N O � of O � 490 490 c7F�F J 50 � co � � 485 � 485 � 8"X4" TEE TO 3.5' MIN. z FIRE LINE � � � m PROPOSED Q Q 8"X6" TEE 8"X4" TEE TO GRADE � � � � TO FHA � N Q � FIRE LINE 480 480 \ � � 8"X4" TEE TO � 5' 475 � FIRE LINE 475 / 3.5' MI / � / 8"X8" TEE TO f 1' IN. WATERLINE AIR 470 \ RELIEF VALVE 470 TEE FOR � \ SEWER FUTURE \ / PIPE 35-37 CONNECTION \ � � 5 y. 465 STORM 465 8" CLASS 52 DUCTILE PIPE 707 IRON TERLINE 6 460 460 STORM PIPE 635 455 455 450 450 O M O N N � ad rn rn ro cd ri C4 490 ,00 + ItO N 11 490 c*! of LOW POINTSTA = 14+57.g LOW POINT A = 16+34.78 00 Q J O Mclio IM U' v LOW POINT ELEV = 461.6 LOW POINT E EV = 468.46 n w 11 PVI ST = 15+06.77 PVI STA= 16+48.24 11 > a d + ° Q > J PVI EL V = 462.40 PVI ELEV = 469.09 1 _D 485 11 11 w A.D. = 3.26% A.D. = .90% �w 11 J 1 485 a s K 30.00 K= 3100 j N 0) ItN 98� VCi W (071 V O rfl d >> as ^ m 00 co � na nw + +v rim +a `corn cli 1 n v v con (Oil - 480 I. 399 480 11 IN > IN U /n /n -1 W rn U j > W U m > W EXISTING G DE m m W > > > m a as �— —�— �-- —`— — 475 / 475 °lo / 470 470 / 465 465 o 1 / / 460 460 / 2 4.92 / 455 3� 455 \r 450 450 H N � hi K � � h � v (Z of b QsN co v r� co ai N �ci v v v v v I. v v v It v v It v v v v v -t a v 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 PRIVATE ALLEY 1 PROFILE 17+00 18+00 19+00 20+00 21+00 Bryan D. Cichocld Z Lie. No. 53741 1111112022 t M E O O � N Vi N C > E o E w y LL o 3 I.L. — w 0 m K L t Mm d J U Z J — i O d v a C7 W wM H K � x 3 < U w i w Q oa =� Ln i O_ =U> F c ^ �_ y0 N > M 0� co J vi M O x U 0 x 0 w w w 2 Q U � a z O Vl DATE 1111112022 0 DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE HORIZ SCALE: 1 "=50' 0 50 VERT SCALE: 1"=5 PROFILE SCALE • 1 "=30' P .• _ - ... ^i— 7 P 7--_—— _�Ilap _-co o r/ _ _ / r ✓ r _ � / � E — \ — — — — — \ \ � \ r \ \ \1 l i � I � I I I r--, I r--,I I r--,I _ _ — _ __— // /j \/, • / — _ _ _ 14+0 Ire // °• r//r /�///V�/'/'' \.t/ �XO�/�' -- — — _ / — `\���_\� // d j'� `�` / / // \ 1 I / // // ��\ L/ --`I `\ %I' /�I �I// ' \\ \`I 1\ I\\ \ I I\ U) w d', a•• r//is} / YX�.' .— — \/� \\\\ __ \ d c�9 � / / v/ /I / / i // \ I / I I LU J co � .a � / /�/ r � / ✓ \ I / _ \ ~ \ J - - � - / / � ��; / / / // 1 0 / I PR ATE AL EY 1 \\ 18+ _ <Ld // ��{ LLJ / ` J \ 1 \ 1 � - I I I / / v/ PNO O ? LL 1 1 \ \ \ \ V \ \� 1 1 \ \ �\ 6� \ — / / / / / \ \ \Ian GN �0 / / O 0 TZ �0�/ 'p090\\ IN - rn69 v / / / \ \. // _ I vb� `\ _ 16+00- 8 /+3440 _ - - JOB NO. / 4 /r // - ---------- - SCALEI"=30' 49821 \ T%/ \ I I / r - ' / / ' \ \p 456 -15+ 0 TE ALLEY 2 — - - / / r r r / / / kX0 / / RNA _ 0 30 60'1�1 SHEET N0. 0 a HIGH PT STA = 12+22.04 LOW POINT STA = 12+63.29 HIGH POINT ELEV = 460.76 LOW POINT ELEV = 461.09 PVI STA = 12+13.25 PVI STA = 13+16.80 PVI ELEV = 460.70 PVI ELEV = 461.52 A.D. _ -0.88% A.D. = 2.14% K = 20.00 K = 50.00 rn� vuUi �co 107'VC rn� rnrn N O orn M O c04 + v m cI�o on cM�o FW 1 + + w w w ° U II U In o w In II w a> >m >w Um Uw a in m 475 w HIGH PT STA = 14+75.88 HIGH POINT ELEV = 465.92 PVI STA= 14+59.70 PVI ELEV = 465.71 A.D. = -1.62% K = 20.00 2'V cqo N cM °D N to N °D 0) ce) co M (D cO + v + v u cAU NU U)w m � 475 470 / 470 / (STING GRAD / 465 � — — 465 9 GRADE JPROPOSED LLO / • 460 460 / / 455 / 455 450 450 445 445 ro rn O N o co O rn O O o v n d b co M 0 a 0 L6 0 L6 0 c6 0 0 0 o 0 M R R R a a V R h R R R <t G 9+50 10+00 11+00 12+00 13+00 14+00 PRIVATE ALLEY 2 PROFILE 15+00 16+00 17+00 17+50 Bryan D. Cichocld Z Lie. No. 53741 1111112022 t M E 0 o � N Vi N Q � > E °/ E w LU LL o 3 �W- w om •�-i-i / y t M J U m Z -J — n O d oN a (n W �7 H 3oN¢ U w W Q oa =� Lnx =N z O_ =U> F c ^ �_ 0 N > M 0� °7 J O W vi M O x U 0 O x 0 w w w 2 Q z O Vl DATE 1111112022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE "I. I I -V 0 50 PROFILE SCALE • 1 "=30' �\ \ 2:1CID rl co \\ / Al — — M cv c0 W _ sr j w \Q WITH H — w a Q LL z LL \ \` O O U �o - - - 16±p0 JOB NO. �_ _ _ - _ _ SCALE 1"=30' 49821 0 30' 60, SHEET NO. / C8.1 0 c 5 a O COO O N O I- + � I I u > Q W F J U) W > d 480 a LOW POINT STA = 12+05.25 LOW POINT ELEV = 465.58 PVI STA= 11+41.58 PVI ELEV = 464.86 A.D. = 6.79% K = 26.00 176' VC HIGH PT STA = 13+51.28 HIGH POINT ELEV = 466.75 PVI STA= 13+68.54 PVI ELEV = 467.00 A.D. _ -3.61 % K = 20.00 72' VC M co (c0 0 N (O If (O (+ + � VI) II II n n U co U >co ca iW m W LOW POINT STA = 17+16.60 LOW POINT ELEV = 458.78 PVI STA = 16+96.44 PVI ELEV = 458.25 A.D. = 4.00% K = 30.00 120' VC HIGH PT STA = 21+40.00 HIGH POINT ELEV = 464.00 PVI STA = 21+60.05 PVI ELEV = 464.40 A.D. _ -5.33% K= 15.00 0 0 80' VC O N W O an W cli co It N (MO O(NON II + N I I + N I I I I Q W IIU nUu)W J >0o >Wdd 0] W 480 vi M M N + v 0 n u > 475 U)i W 475 as -.460 'O 470 470 EXISTING GRADE 0.94% \ • — _ — \ 465 — 465 -2.67� / PROPOSED GRADE \ 1.330% \ / \ 460 460 455 455 450 450 PUBLIC ROAD 1 PROFILE HORIZ SCALE: 1'1 VERT SCALE: 1'1 0 50 PROFILE SCALE Bryan D. Cichocld Z Lie. No. 53741 1111112022 t M E O o � N Vi N C > E °/ E w Lu LL o 3 ow— 1 y t M d J U m Z _j — i O d oN a W z w M H K = x 30(n¢ U w w 0 oa =� Lnx =N �� z O_ =c1 F c N o N > M 0� C � o w O x c� 0 O 0 w w w 2 Q U � a z O DATE 1111112022 0 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1 "=30' 11,11 MIN.., d �� � `` � � �� /'�- -:ice •. =- �, �Is �� w LME • ®��� ppr Up I IN IN M- MR QVN JOB NO. i . _�,� saw � ��_�_� -�a•���► � e� 1 -- , � �.,� errs ---•� •illy 0 c a c O COO O N O I- + � I I u > Q W F J U) W > d 480 a LOW POINT STA = 12+05.25 LOW POINT ELEV = 465.58 PVI STA= 11+41.58 PVI ELEV = 464.86 A.D. = 6.79% K = 26.00 176' VC HIGH PT STA = 13+51.28 HIGH POINT ELEV = 466.75 PVI STA= 13+68.54 PVI ELEV = 467.00 A.D. _ -3.61% K = 20.00 72' VC M co (c0 0 N (O li (O c+ co O co VI) II II n n U co U >co ca iW m W LOW POINT STA = 17+16.60 LOW POINT ELEV = 458.78 PVI STA = 16+96.44 PVI ELEV = 458.25 A.D. = 4.00% K = 30.00 120' VC HIGH PT STA = 21+40.00 HIGH POINT ELEV = 464.00 PVI STA = 21+60.05 PVI ELEV = 464.40 A.D. _ -5.33% K= 15.00 0 0 80' VC O N W O an W cli co It N (MO O(NON II + N I I + N I I I I Q W IIU nUu)W J >0o >Wdd 0] W 480 vi M M N + v O n u > 475 U)i W 475 as -.460 'O 470 470 EXISTING GRADE 0.94% \ • — _ — \ 465 — 465 -2.67� / PROPOSED GRADE \ 1.330% \ / \ 460 460 455 455 450 450 PUBLIC ROAD 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Bryan D. Cichocld Z Lie. No. 53741 1111112022 t M E O o � N Vi N C > E °/ E w Lu LL o 3 ow— 1 y t M d J U m Z _j — i O d oN a W z w M K o = x 3(n¢ U w w 0 oa =� Lnx =N �� z O_ =c1 F c N o N > M 0� C � o w M O x c� 0 O 0 w w w 2 Q z O DATE (n 1111112022 0 DRAWN BY } M. DENHARD DESIGNED BY 5 • • M. DENHARD • CHECKED BY 0 0 50 • • B. CICHOCKI SCALE PROFILE SCALE • 1 "=30' iiii I �-f - f, "'w FI saiLWA -mill S 11 .•1 �.,.� �a rw Mms coIt FM Pvt OR LM r '�► J - .,I � R-w� =�� �. � `� � '��` �' \� 11. ��I �_ i.• III i • • > , ,11I�{�� lift �Moll I SM gg � toll IMMIX eOft I Q Q� �--� ti � // - • G �� ,:� • ... �� III • : NO. 0 c a c LOW POINT STA = 10+02.73 LOW POINT ELEV = 453.44 PVI STA= 10+55.62 PVI ELEV = 454.59 A.D. = 4.07% K = 26.00 106' VC- n + 0 11 II U co 0 > C0 m AM n oGH PT STA = 11+86.08 b IIG H POINT ELEV = 460.87 v PVI STA = 11+48.69 n w PVI ELEV = 460.40 J W A.D. _ -4.99% L K= 15.00 �7.xi'Vr 01 HIGH PT STA = 13+59.70 HIGH POINT ELEV = 462.85 PVI STA= 13+88.49 PVI ELEV = 463.42 A.D. = -4.73% K = 26.00 VC CM pop coo v +v n > n u > W f W co W as as 47n 0 0 0 om o o ' v °+° t EXI TING GRADE m 06 of 11 u In 0 465 w 465 w \\_ ~w > as Lj 1.26% / / 3.4;,% 460 460 PROPOSED GRADE 3% 3 °6 2�0�0 455 455 • 2. �r 450 450 445 445 440 440 V' ^ co CD N CD O c0 O 1\ co M h h M O h O 16 O O O O O O O 1 1 11 11 11 11 - 11 PUBLIC • . PROFILE •• 1 gllllIIII�I /.- Inunnu � ■ 1. / ' I� `IIIIMI I , .:own . 15+00 ' EE' /1 1 YI 11 1 11 11 \�WAY I r ., Bryan D. Cichocld Z Lie. No. 53741 1111112022 t M E O O � N V, N C > E ai E w LU 3 LL � o I.L. 0 w 0 m l y t M d J U coZ _j — i O d oN 0 IIY Z w M H K 30N¢ U w w Q oa =� Lnx =N c 1 Lq z O = _ F c N y N > M 0� Vl M O x c� 0 O x 0 w w w 2 Q U � a z O DATE vl 1111112022 0 DRAWN BY } M. DENHARD DESIGNED BY 5 • • M. DENHARD 16+00 16+50 CHECKED BY / 1 1 50 B. CICHOCKI PROFILEi / - y s-: � g I - a 11 I / I I / - , I I I I / / / , - I _ O J IIIII II I \ \` \\ / , ' / \// / // //�/ / �,,, POD/ I I i II 1EL 4 \ \ / .. / / / / / i/ / / / O Ire 46j `\ / , / , ' AS I / 'I / / /i / / / / / / , •� / / / / y'Yi / / I l TZ y450 451 r r\ _ Y \ \ >ts I\ 1 // /1\ / �60 40 4- 1 =AZ \ \/ _ \/// It JOB N0. \ \ / Y \ \ \ \ / SCALE V=30' 49821 60' 0 30' SHEET NO. \\ \ \ I I I I III:...:.:'•e..' �' 1 I \.r .,�•' C8p .4 HIGH PT STA = 13+40.75 HIGH POINT ELEV = 492.46 PVI STA= 13+46.20 PVI ELEV = 492.66 A.D. _ -3.35% K = 15.00 50' VC HIGH PT STA = 13+78.85 LOW POINT STA = 15+72.46 7 M cl HIGH POINT ELEV = 492.00 LOW POINT ELEV = 480.77 o m o Ci N v + CIJ PVI STA = 14+23.57 PVI STA = 15+23.57 ov + It c') 11 c') II PVI ELEV = 491.09 PVI ELEV = 483.09 II II II U II U A.D. _ -5.96% A.D. = 3.26% w F j Um U� K=15.00 K=30.00 0 w AQ._i d d >m �w cow U)��89' VC o98' O M VC� O LOW POINT STA = 18+45.05 LOW POINT ELEV = 470.77 PVI STA= 18+10.43 PVI ELEV = 469.49 A.D. = 6.82% K = 26.00 17T VC LOW POINT STA = 20+86.54 LOW POINT ELEV = 475.22 PVI STA = 21+14.24 PVI ELEV = 475.80 A.D. = 2.13% K = 26.00 55' VC N N CD mn v� +v + + N II N II N II II > n U n U J m� m> H mw mm ww as !LLy + II + + IILo I II w 1.31 0 2 II w II m U m m �w •> w 490 490 485 485 \ _ _ EXISTI G GRADE \ 1 \ 480 / \ 480 \ � o 475 \ \ 475 \ \ 470 470 \ • / / PROPOSED GI ZADE 465 \ 465 / 460 460 Lo I\ to N °J M 7 h to to M 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 HICKORY PHASE 2 PROFILE Koo Y/ /''� ' / / I < o a / HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 c 22+00 23+00 24+00 25+00 26+00 26+50 0 50 PROFILE SCALE 11 \ I I A J A \ V A AV I A A v v I �Ai9 17 Ada 113+ \LU \ Q < LL Ld _ �-----Lr- 955 . � 1 1 ! / J___ <_J_ � ___J___ ___J� __ \ \ \ \ � \ \ / I I \ \ / ✓' \ I \ \ � I xj I1 1� � oe � m I / EL lk U) '�U - �.' I 11 I /// /// \ ✓ / // / / / �' \ / \\� \ cr _ \ _ - - X— 17+0 <\ — n� \ - A ----- �8+ _ — / HICKORY ROAD A 19+ ' p .d6y ' 2 + 0 ' / / / / 400 A69 oo/ Bryan D. Cichocld Z Lie. No. 53741 1111112022 t M E 0 o � N V, N C > E � w Lu LL o 3 oW- 1 y t M d J U m Z J —v O d oN a C7 W wM H K 3otn¢ U w W 0 oa =� Lnx =N z O_ =v> F c ^ �_ o N M 0� C � O W � H M O x c� 0 H 0 w w w _ a U O z O DATE In 1111112022 0 DRAWN BY M. DENHARD } • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1 "=30' • • tPHO CONNEC rIJ tl) 10 I I ro 1 ■L Lt JOB NO. pQ2 1 / ` ' SCALE 1"=30' 49821 gss\ l b // I1`Qi / / \ /I I SHEET NO. \ \ ` \ / s��• / / r _o/ // L 1 J o 30' so' C8.5 0 c a c O N O Lo O N orn + v o n 11 > aW F C/) W >a a 495 LOW POINT STA = 13+78.46 LOW POINT ELEV = 474.46 PVI STA= 13+46.33 PVI ELEV = 471.69 A.D. = 9.56% K = 26.00 HIGH PT STA = 15+68.96 HIGH POINT ELEV = 478.64 PVI STA= 15+56.35 PVI ELEV = 479.13 A.D. _ -5.41 % K= 15.00 I my 495 249'VC 1-- 0) �' vv N �� O� 000 n(O u') n � co + N r n O � + It I I + + U') II I II > N W W II II \ 0 0 U> 0 U ~ W 490 U !n — 490 \ mC° co w as wW \ n rn I-. on6 485 ° + 485 \ u u > W w \ W > \ d ROPOSED GRADE 480 480 \\ 35v 475 / 475 \ EXISTING RADE \ 470 \ 470 465 465 460 460 455 455 I\ M h R In N N ^ C N N ro ri vi v N w t,60 to I\ o I\ ri co n ap t` v v v v v v v v v a 't v v 9+50 10+00 „+oo 12+00 14+00 PRIVATE ALLEY 3 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 16+50 0 50 PROFILE SCALE Bryan D. Cichocld Z Lie. No. 53741 I1/11/2022 �,t' M 1_ O O � N Vi N C > E ° E w LU LL o 3 D IL — w 0m ly L M d J U o 7 Z - - in O d oN v a C7 W wM v K o 3N¢ U w w Q oa =� Lnx =N z O_ =U> F c ^ �_ o N > M 0� o w � H vi M O U C7 0 O 0 w w w U Q � Q Z O DATE In 1111112022 0 DRAWN BY M. DENHARD } • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1 "=30' FT '9 IL > / 1 06 Jgr \4 0�\I�\ \ \I \\ - y — - I \ N \ \ \ \ \ I� \ \ 1 1 1 \ / \ I \ y �/ \ _ \ 1 -Flamm_ / / ' / T� Q co — / I I M JOB N0. + I ' SCALE 1"=30' 49821 .- - \-- -- ------ SHEET N0. / ? \ HICKORY ROAD , o \ �8+ 19+ Q6 2 + 0 i+00 , / / 0 30' 60' 0 c a c N O 0 o + °o v 0 n II > W Q F J rn W >a a Snn HIGH PT STA = 11+52.59 HIGH POINT ELEV = 489.34 PVI STA= 11+41.83 PVI ELEV = 489.23 A.D. = -1.08% r? v K = 20.00 u') °p � 0 co O Lo Co II I I > M co 0 co Qw +a +a uw n ad >> >W m w 60 'o a n I > W 495 w 495 a 1 52° 490 1 1 1 1 1 1.00% 490 2.08° o P OPOSED GRADE / � 485 485 EXISTING GRADE 480 480 475 475 470 470 r\ co co I\ co N o m v m v co v ro v m III v a 9+50 10+00 13+00 13+50 PRIVATE ALLEY 4 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1'1 0 50 PROFILE SCALE Bryan D. Cichocld Z Lie. No. 53741 1111112022 t M E O o � N Vi N C > E ° E w LU LL o 3 U. - 1 J t M J U m Z -J - n O d>'o a C7 W wM H � K � 3oN¢ U w w Q oa =� Lnx =N z O_ =U> F co ^ �_ y N > M 0� 00 M 0 U 0 O H f] W W_ W 2 Q U � Q Z O DATE In 1111112022 O DRAWN BY M. DENHARD } • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1 "=30' />>vv --- r 495. PROPOSED \ > > ` ING / \\ / / //i/� /= i �/ i� �! ' � ��- _-__ _ 06 TREE LINE EXISTFNP / _ - / I \ ` _ I / / /%1� \ \ 1`I1 11 r� i i/ �� �/ \\ c\ \ \ \ / \ c\ 495' 1, \( \\\ \= _-/- \ YN s-- '� 'tli ��' ' 1 —I / I TI ' 1 l✓ �� , - /_ -/ Imo-- 1 \i' I It t �� w LUm� \ I\ t I EXC It _ I r -49 -� - =�-r-- --- --- 1 >>_ \ ICI \ \\-------- j AVILA A LLQ >> A. \ \ j Lu R ' I LL ID LJ J ID - ' 1 - - _ _ — _— _— — _ o L _ 1 6 \ 1-1 00 _ _ _ _ PRIVATE ALLEYS 6 -- r�_I_=-_--- _ _\ �a85 �\ -_ _ — -- -_-- -�I-� -` __- -- RIVATEZE:-L---�-- \ I J \ /\ \ \ \ yp �s ---- _ u - - _-_-- _T - _—_' — 4so _ ---- - ��l `\ /-\ \ �/ ���� \\ = O \ 484 , U - i - _ ' 485 ; - - - \ .489UGT— �\ \ 483 -- - - -�-45=-_-____ _ _ --__ 4 488 \\ \_ _ ---- 4 — u T 1 >-- T> 48687 \ // \N 490,^ \ 482 > V / \ / \ - - _ ' 483 Q� r--1 ' - 483 ` — U C ` \ \ - / / - \ \ Ml Lu 0FA 40 -, _ \ -4475. `I I w I / 6'mI IIIII- ----------------- ------------------------ 1 \ \ \ \ 489 -479 o x 1 I I �8°bN \,/ I / _ ���\ 488 w t / / ' / / - J \ .\\ \\ \ \ \\ \ // JOB NO. \ I T 49821 A _\� SCALE 1 "=30' \ _ `\ ��J0 30' 60' SHEET NO. 487 \ \ \\\ f\ V G1 / 0 c a c 0 m 0 3 c a �O o � lz 00 o m c 2 E a c m a0 O 0 3 rn 0In w 0 2-2 o 2 0 m m2 2N X 0. g„ m C 128 0 `o E o � a c ma 10 'a 0 o 2 �N m 0 A 0 nE L F E om O aO II II > Q W F J co >a a 485 n O m N N d c,i n c6 co ao n + II II > II Q w II > IoW �J W as >> a LOW POINT STA = 15+79.02 LOW POINT ELEV = 476.18 PVI STA= 16+14.44 PVI ELEV = 476.76 A.D. = 2.72% K = 26.00 71' VC co o 0 p co M co 0N0 ' co' + + n ++ to II co II II > w U)U fn� co W OM >W dd m w 485 o I 480 480 / END OF PRO OSED ROADW NY / TO BE CONSTRUCT IN THIS PHA E EXISTINGGRADE ID /164"/u 475 475 PROP SED GRADE 1 57% / 470 470 / 465 E FOR 465 CONCEPTUAL PROFIL FUTURE R ADWAY EXTE NSION 460 460 455 455 9+50 10+00 11+00 12+00 13+00 14+00 15+00 PUBLIC ROAD 3 PROFILE. HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ,460—UG 16+00 17+00 18+00 18+50 0 50 PROFILE SCALE \lf \ 476 1I/4 I/t-_ /`/r-;/I1 I1/1/ 47 o zI 1IIIIIv` / / s1y\/ - _--- - - - -- // \ -//� \\// 11 I l l ' /r' /'' I / y / / I 1I� \ Nil I+ ' --------- - - - - -- - _ \� ` - l- �I I h !• I� / i / I `'; \ / /\ \_^ \ i •15+tl01 / 16+00 — — / 17+00171 PLIBLROA 3 � i - ----- —480- �wBCICRO/P3 485- IL I\ I I \\ 475 \I I /------- \ \ _ / I / / / / T /��.' �480- / \ l % •-.�'_ N �I/ TEMPO g�cE11�OFR07ED�yAY� /` \< 1907 I /J \ 4 � I \ _ / r� / / T/ / E P RY�ENDOFROADWAY l / /\A —UGC C�� /\ �l \ \1 / I�i�"�/\ A-- \ 1 1910 l 1` J r\ I I I I Il ���/�� - /48p�Q \\---------�� rX—==X=- r—�IJ\off 1916 IL X N r LIW-- 85- \ _ / CID X / 1 / \ \- / / I�.IIr / / 4/ m I /' I 1 I \ \ i''\— i / / / / / // / I , l r �iGP, _ SCALEI"=30' r CA 5„ / 0 30' 60' W..OA \\ I / /IV I I \/ I / I �/ 1 I I I I\ ( \ \ \ I I I I I I \ \ v Bryan D. Cichocld Z Lie. No. 53741 1111112022 ej m E 0 0 u N � N Q O 0 > E v E w 3 w w Q LL i 3 w O W 0 N ^i ¢ j i52 Z .. rn C7 1Lu a w 30 'x U U i w In i c ry Z O Fv> c U) N W r n W M !Y W J O W � H M 0 x c� 0 x F 0 w w w H = Q U � Q Z 0 M 0 0 r am O ce c9 Lm DATE 1111112022 DRAWN BY 1. DENHARD DESIGNED BY 1. DENHARD CHECKED BY I. CICHOCKI SCALE 1"=30' OD ce) �M/� V 1 Q �LLJ N�/ v LL Q > U J w J C m i--i <W \ a / Q I mi O J zo O 0°� 0 2 10� D 0 V) JOB NO. 49821 SHEET NO. C8.8 1 M HIGH PT STA = 10+98.73 HIGH POINT ELEV = 491.25 PVI STA= 11+23.72 PVI ELEV = 491.13 A.D. _ -2.50% K = 20.00 o 1.- rn 50' VC o ++ M u7 o n N ^ M II W � WC:) M CD CD II i Q J + a II II U) W aO II W II W as U U Um Uw Fnn III 495 495 -0. 0% 490 490 \ (STING GRAD- 485 485 PROPO ED GRADE 480 480 475 475 g+50 13+50 PUBLIC ROAD 4 PROFILE (FUTURE CONNECTION) HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE ' 1L ^b' / I \ \° \\ G\ \ I// ` "\ Pp \\\ \ \ / I � �\ I I \\ II F`'3 6 � \ r� � 989 �l l i I I \\ � J� \\�\\\\ \\\\ /'/ r •� ��' I 'I �� ' \\ ���.� \ \4��✓II\.I' I I�jl \ \ I\\� / \\ �\ \ \ �\\,\ I \ GPVG � 00, I 7I I III IIIII ®,'� `�`�, _,--��` h / 1\i /\ /rJl \ /' I• it/ I'll ' IC9 -7 1+�0/rj <�PUBLIC ROAD If I �d'�/ Grp —/LAGF /\ I / N./ 00 \ ZZ \ \ / \ 9 d S / 1 \ \ \ \ 490 Y. Cb y ` ' ct J \ \ \ \ \ \ \ \ i 485 1 > \ I ,,-' , - \\ \, .A8 _ �� Lam;\ mM Cb / X� \ ' // \ / \\\ / \ /' SCALE 1"=30' / Bryan D. Cichocld Z Lie. No. 53741 1111112022 of j M E 0 � o N Vi N > E w E Lu LL o 3 ow— 1 y t M < J U m W J —� !L C N � N � U W U1 � 3: o N X i LL Ln 0 X v = N N = U > F < c L^ 0 m N � M C � co J � H M O x c� 0 O 2 H w w_ x U Q Z O In 0 0 r DATE 1111112022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1 "=30' M � U7 Q (LJJ V 0� Q > U J w J C m Hq g W m J I }o} J_ C) z O0 O Qo TZ rO V / JOB NO. 49821 SHEET NO. C8.9 0 c s a 470 470 EIGHT OF BJECT = 3.5' EIGHT OF EYE = 3.5' EXIS HNG — 465 GRADE / \ 465 HEIGHT O OBJECT = 3. / 460 ' PROPOSED 460 SOL% SECS O GRADE �0\N� 455 455 450 450 445 445 v a v v v v v v 9+50 10+00 11+00 12+00 13+00 14+00 PRIVATE ALLEY 1 #1 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 15+00 15+50 475 vj Bryan D. Cichocld Z Lie. No. 53741 1111112022 475 M E 470 470 HEIGHT OF EXISTING BJECT = 3.5' GRADE El HT OF EYE _ .5' — 465 _ — / \ 465 _ \ 460 460 llvGRADE TFp 5\ EIG T OF \ TjON OBJ CT = 3.5' \ 455 455 450 450 a a v a v v a v v 9+50 10+00 11+00 12+00 13+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 O O u N � N C > E v E w 3 w w ¢ LL % 3 LL O w o m moo j V z w —u O co rn (L w 30 x U) w Ln i c ry z O Fv¢� c ^ o N .Nr > W M LU 00 vi M O x c� 0 w w w 2 Q � Q z O DATE 15+00 0 } 1111112022 DRAWN BY M. DENHARD 5 • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI 0 • • SCALE 0 50 PROFILE SCALE • 1 "=30' 46 461 6 - \ 466- \\/Q60 '— / 465 W \ \ \ 464 \\ / I \` Q I I / / I ;jjjl '• l / 1 / / / \ � '' / I / � / \ � // � / / �/ I I I O I I I � � 463 Q w w J Al 1 13+0 14.5' P.) 12+50 - __ _ , \ Z 1 I \ - 50 - - 11+50 (TY , r r / / / I I L� O - - U HONEY I I O _ 113 , / �_— 10412+00 ' / ' BEE! I 1 i \\i N 0-- II Id PUBLI ROAD 1 _ - i - 13+00 ' - - \ 14+00 �_10+ Q O C / III I 1� I I t - 3+50/ , /' 3+50 _�- --+- ( 462 \ r r /' r/ / / I 1\ / WAY I - 142 I I I -0+50 / 13+0 - - / / I n Z 12+550 _ _ 11+ Q 1 ' 1p h / / / r / I 1 / I O O 1A.5' ( P. �- 0 - T i o i -� 4_ -1 l$ 0 1 ,' �� O h0 ' ' W, z 50- / _ r _12_ Q—_— --- vl 2 5+ 14.5'(TYP.) my /} // / / // / ' r /r // / / // / 1 / / 1 � I 0_ U) 24' 2 w- �'^ -\ I / i 1 \ ry14/ CD CO / SO I ` ice` — — SS — //� — JOB NO. /�I ri / // 49821--i1 451 /, SCALE 1"=30' SHEET NO. , fl/,/7li/ flra Elfti7 470 470 EXISI ING EIGH OF EYE = 3.5' GRAE E HEIGHT OF BJECT = 3.5' — \ \ 465 — _ EI ' 465 — — \ _ — T OF 7-0110, OBJECT INTERSECTION = 3.5' 460 PRO DOSED BADE 460 455 455 450 450 7 7 V V 7 7 7 7 9+50 10+00 11+00 12+00 13+00 PRIVATE ALLEY 2 #1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 475 vj Bryan D. Cichocld Z Lie. No. 53741 1111112022 I I > E 475 "' E 470 EIGHT O EYE = 3.5' 470 EXI TING G DE HEIGHT OF BJECT = 3.5' / EIGHT OF 465 _ 1 OBJECT = 3 5' 465 1 ON \� �i— 0 _ 460 460 PROPOSED GR,kDE 455 455 450 1 450 0 o m a) h N R R R R R R h R R F- w w 3 Q LL � 3 p LL - w O `m � V oMo z o O rn P C7w ��v a w 3'x 0 U) LL o¢ e w � Ln i c ry z O Fv¢ c� U) o ry .. W M LU a� vi M O x (7 O F p w w w 2 Q Q z O DATE j 1111112022 O DRAWN BY M DENHARD 15+00 5 • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE 0 50 PROFILE SCALE • 1 "=30' \ / / \ \• / ( ` \ / // �' � / / I /- _ , / 1 _ l Q. / / " J / /465 \ \ \ /461 466 ^1_40 \ \ Nrol 465 I / / 7 % ,/ , w A / �i� f/'�YYY / / / \ \ \ 1 / / / wLU 46 \ Q % LL \ ,' / ?• , I Ass I I , I // / ' / / / / \ , 463 / _ _ _ / , O / /' ,' ' / , , I I , Q w Lu 12+5p o - - , o � o I \ % j / / / / I I J � W \ / \ ` ` , — — I \ 12400 11+ - - I ti ' ' I , \ Q Z 1 +50 / I ` 50 11+00=-�--�- 11+50 (TYO�- / / / / / / I I I L� O - - c4 HONEY I O 113) �_— 10i12+00 / / ' O N I I I ' -_--y /-/ 12+50 _ - - - - -\ +00 BEE I i \ +00 Id PUBLI ROAD _ _ t 13+00 14 0462 WAY 1� O C�4/ I I 1 I I�\ 1 t 1 --- 3+50 / ( \ ' / / / / /\ / / / 1 ` O � w / I I - 14+33•v2�`10+501 I I I I I \ 14+ 4.3 _�� 0+50 / 13+0 / I jh / / / O / _ \ 12+3>T J U +0�11+501( P�- 12*00 -T o/ -�°_ -1 ° 1 _/--'0 ryXh�_/' ^�i / // / /'//'/ /'' I I1 O Q -12 _ 0— — 14.5' (TYP.) 12+50_ 13+0® 13+50 U) 00 > _ 461 As \' 11 II I III 1 \ O� 4 , I III 1 �\ wIL - 411 cl) 0 - pyh Go �\\\\\��---- __ � \\�� —' / .`.e GJ l 4s � —�_ _—`4S5 /—'� �— ♦\ 1 \ �\ // / / // J//// — , / / / // / JOB NO. 449450451 r I � I\ / \ / / / \ \ \ I \ x�,� \ I � � / \ \ / , / / //' bh / / / SCALE 1" 30' 49821 \\`' �a a� \\ . •... \� \ \ \ I / I' �'S ` \ / \ \ 1 \ \r SHEET NO. \ \ / , / 0 30' 60' C8. 11 14+00 14+50 9+50 10+00 11+00 12+00 13+00 PRIVATE ALLEY 2 #2 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 vj Bryan D. Cichocld Z Lie. No. 53741 1111112022 m E 0 o MU 475 475 N v HEIGHT OF BJECT = 3.5' 470 EXISTING 470 GRADE _ i '3DL --- OF EYE 3.5' c rEIGHT EIGHT OF 465 i 80 OBJEC = 3.5' 465 SDL=28' _ -�\ - - i 460 / 460 PROPOSED G DE 455 455 450 450 O R °0 O O °0 ¢ o > E v E w � .WU ¢ LL 3 p LL — wO `m^ ¢ _j V oMo z o -� .. O co rn C7 LU a w v 30'x U) w Ln i ry z O Fv¢ cLr; N w w W M � O W � H vi M O x c� p w w W _ a a z O DATE j 1111112022 O 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 } DRAWN BY PUBLIC ROAD 1 PROFILE M. DENHARD HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 5 • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • 0 50 SCALE PROFILE SCALE 1 "=30' qt _ / \ 11 1 60 4 g � PRIVATE ALLEY 2 PRIVA-IEALLEY2 _ \ Ass - - , OD \ / V ` > LJJ r 460 W J / \ \ \ \� \ \ q+0� / / \ \ 15+63.79Z+5 - - - -1 +00 v 4+50 -4bo ° E vw ME ________. I �� ►�! / �/-- SON,=, ►ji� v!p �� �_ r� ►�� � I ■ i�r_ �.r� — -� �� �� —� A CALE 1"=30' 1�� M� i 475 475 HEIGHT OF OBJECT = 3.5' EIC HT OF EYE = 3 5' SDL = 28 ' 470 — — — — — — — 470 EXISTING /--�—�_ / GRADE \ \ ? 465 i — \ 465 EIGHT C IF PROPO ED _ _ OBJECT 3.5' G DE _ 460 460 455 455 450 450 N o o N o o N o co o rn 0 0 0 0 0 0 0 0 0 0 0 0 v er v v v v V. V. v v v v 9+50 10+00 11+00 12+00 13+00 14+00 PUBLIC ROAD 1 #2 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 16+50 nR V IV/ OIL smNOW Mffil Ili - ski • ftwdft it ��—i f��a ''� \\ FA how kv -" ►�VOL AP MR �`� was �ii.. IMI ISM It Mill M Kamm�'� °.v �� �\i PRIOR�D�i1►.�i����', /�� AMPI vj Bryan D. Cichocld Z Lie. No. 53741 1111112022 ^� E 0 0 u N � N 0 ¢ o > E v E w 3 w w ¢ LL 3 p LL 0— w o `6 ¢ j i52 z o —l .. O 00 rn C7 1Lu v� 30 )x coil w Ln i v ry v> z O F c L^ N N r W n W M � 00 J O W M 0 x c� O x p w w W H 2 ¢ U Cl ¢ z 0 VI DATE j 0 1111112022 DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE 1"=30' 495 495 HEIGHT OF OBJECT = 3.5' 490 490 \ 485 485 480 480 \ EIGHT OF \ � BJECT = 3.5' \ \ \IGHT rElSDR OF EYE 3.5' = 280' — — — 475 475 470 1 470 ���'--.-[` \ PROP SED / EXISTING \ GRAD 465 GRADE 465 460 1 1 1 460 455 455 01 h h m ^ h O O m N \d R � of cd dj N aj v �ci v a v It v v v v v v It 9+50 10+00 11+00 12+00 13+00 14+00 HICKORY #1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 16+50 vj Bryan D. Cichocld Z Lie. No. 53741 1111112022 ^� E 0 o N � N C Q O > E v E w 3 w w Q LL 3 p LL 0— wO `m^ ¢-3UOM0 z o — i .. Oco rn r- C7 LU (L w � 3 0 >) x VU) w Ln i c ry z O Fv¢� c to U) om N W w 00 J M 0 x c� 0 x p w w w U � Q z O VI DATE j 1111112022 0 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE 0 50 PROFILE SCALE • 1 "=30' \ l ` 1 \ \ .l• // i l l // , / // 11", i I , - - \ \ \1 \ 1 �o oo\ Til �\ OxO mo \I / / 0 43, 65 ZVI 0 955 lJ J \ \ 1 \\\ w O � I ■I III � •• 1.1 485 482 l \ p79 441 10 Lij co ILL _ _ _ N 15+0_03jw— / / v^ AD, ��-� P / // /, // /, ( / _ \ \ \ O 0p (� (TYP X _ \ //� +50 — — — � c �r_ � RO—COINfd'EC � r�_nr� Q O All co 2 JOB NO. 463 \ � \ % / / / / ' / / / I \ ` \ \ \ r / / / / , / l SCALE 49821 SHEET NO. 0 30' 60' C8.14 500 500 EIGHT OF OBJECT = 3.1' 495 495 HEIGH1 OF EYE = 3.5' O 0 A i / SO / 490 / 490 00/ / HEIGHT OF O\! / OBJECT = 3.5' 9 485 485 / EXISTING / GRADE 480 480 PROPOSED G DE / 475 475 470 470 465 465 ONO o 7 7 7 Nt 7 9+50 10+00 11+00 12+00 PRIVATE ALLEY 3 #1 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 495 495 490 _ EIGHT OF Ell YE = 3.5' 490 485 485 HEIGH OF OBJECT 3.5' SDR = 100, 480 480 [EXISTING GRADE 475 475 PROPOSED GRADE 470 470 465 465 � O O R d• tl• ✓ (/— ' T Bryan D. Cichocld Z Lie. No. 53741 1111112022 M E O O � N Vi N C > E y Lu L, o 3 ow— 1 y t M J U m Z -i — ; O dEn"4 a (� W H 30N¢ U w w Q oa =� Lnx =N > z O_ =U F �N 00 N M 0� C � o w � H vi M O x C7 0 H 0 w w w 2 Q z O DATE In j 1111112022 O DRAWN BY } 13+00 9+50 10+00 11+00 12+00 M. DENHARD PRIVATE ALLEY 3 #2 PROFILE • 5 DESIGNED BY HORIZSCALE: 1"=50' • M. DENHARD VERT SCALE: 1 "=5 • CHECKED BY B. CICHOCKI • • 0 50 SCALE 1 PROFILE SCALE • 1 "=30' \ /--- / 1 61 C;6 } LU Q ILL w a Q I 1 \ \ w J \ I \ LL 210 a �/ O0U \ / \ (\ I 1 \ TZ 1 n 95 (r'�V \`4.\ co co Ll Z JOB NO. SCALE 1"=30' 49821 AA+00SHEET NO. 0 c 5 a fins 5n5 500 500 HEIGHT O OBJECT = 3.5' HEIGHT OF EYE 3.5' 495 495 SDI ; /0p, \-HE' HT OF OB ECT = 3.5' _ _SDR 100' 490 — 490 PROPOSED \ BADE 485 485 EXIS ING GRA E 480 480 475 475 M O V h ^ a v v v a v 9+50 10+00 11+00 12+00 PRIVATE ALLEY 4 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 13+50 ✓ (/— ' T Bryan D. Cichocld Z Lie. No. 53741 1111112022 M E O 0 � U N Vi N C Q O > E ° E w ¢ LL o 3 oW- K u i t M J U so w i — ui O d5:oN" a (� W H 0� 3oN¢ U w W Q oa =� U)x =N z O_ =U> F c ^ �_ o N > M 0� C � co J O W vi M O x c� 0 O x 0 w w W _ ¢ U � Q Z 0 Vl DATE 1111112022 0 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE 0 50 PROFILE SCALE • 1 "=30' I \ \ ` \ \ \ \ ,//r/�✓ \`� � _}-/ ` �� / / / \ I ` / �\ -i' \ / 3 I \ \ \x 1 C \�\ `--___ \ _I\\ I \\ \ ` lilk co S1JI s8s / 1 % I r,\p//�\/�7`'/II1II\1>l ' /OGP\�W I\ _ — — / — \ 1 I CJ \ \ l0 \ \ \ \ $ \ _ _ /g6 //" / ' CQ ` i I\(i �\ \ \ \ l ILU < > LL ---- -�\ / / ♦//�/// �' // , / / 22 ' ,/ I `\�S\` 14.5�TYP. \ p /--12{0� ob / -- 90� i _ \�\�\�\ \/\\\\\ �/� �� y \ GT\/��/ % m LLT LL I // /"" // / I I Ip� / , , ,` — by �Qi i/i' ,✓ ii'� `\\� � \ \�`\�\\. '/ / l �_✓� P ' w L.I_ O ^ / O U U S00 \ dJ) O / \� / 1 '/ I` r / // ' // \\///✓/ I I / \ \ / \\ W/ / , �/`\ \ —`/9 \\/ 7 / // \ %929 T. I1\II\ 1 \\ 490 J` I I \ 02ti Z�2� l / /�� / / / / / , `�� I 1 \ \ \ \ \ \ 485 \ / JI ��� / / / / � n \ \ \ \ \ \ \ ' - � � - - - - � �/ V 1/ JOB N0. 49821 /co ` \ \ ` - - - ` - \ SCALE 1"=30' \ \ \\ \ / / Q / I / / r/ I \ / / / / // /� / \ ✓ / \ \ \ \ — _ i i ` — — — \ X— SHEET NO. \ \ \ \ I / / / / / / / — \ 0 c a o��EAi-TH SHALLENBERGER - - --- - ---- - - - - \ APE AR ' \ M , , i \ N IUD — Y Uj / • , / \ Q LL O \ LL M —In O 5 cc wi m a w \ \ w 00 7 _ U / (4)QP o , - w / IN/- — — III , I : I I' I DATE NING WAL WI H HAND a 1111112022 O DRAWN BY , (24) CO > , , , / _ --- - SAN - 8' ; ' ze ' / • DESIGNED BY / ; - -- I — I r ` > - __�, ' / -ono ' 'r \r, • CHECKED BY 'I (5) AR SCALE , / (4) AS " , (3) (5) , AS A R I I " L %0 y (4) AS - - - --- -- - r -D' , , M I ,N r Southwood Plant Schedule QTY. SCIENTIFIC NAME TREES 20 Acersaccharum 'Legacy' 20 Acer rubrum 'Franksred' 24 Carya ovata 19 Nyssa sylvatica 6 Platanus x acerifolia 'Bloodgood' 20 Quercus phellos *IRRIGATION BY OTHERS, COORDINATE W/ L.A. ETAINING WALL WITH HANDRAIL - 1 W MAX HEIGHT: t6 FT I I \ J 1 r- 2 RETAINING WALLS 1 J W WITH HANDRAIL In1 r MAX HEIGHT: t6 FT I� I — J a LL m r�// Z Y � O c SYMBOL COMMON NAME SIZE ROOT O.C. COMMENTS --------- 2 v> _ AS Sugar Maple 2" Cal. B&B See plan Single Straight Leader, Specimen, No Tight Branch Angles / AR Red Maple 2" Cal. B&B See plan Single Straight Leader, Specimen, No Tight Branch Angles Gs �_ _ .� o CO Shagbark Hickory 2" Cal. B&B See plan Single Straight Leader, Specimen, No Tight Branch Angles i - "— BLIDR 3 +j NS Blackgum 2" Cal. B&B See plan Single Straight Leader, Specimen, No Tight Branch Angles PA London Plane Tree 2" Cal. B&B See plan Single Straight Leader, Specimen, No Tight Branch Angles - --- _ °° QP Willow Oak 2" Cal. B&B See plan Single Straight Leader, Specimen, No Tight Branch Angles �� ea Ln s v Q in JOB NO. `° 49821 N � 0 25' 50' 100'' �z cca SHEET NO. I — C9.1 C 5 N C ro N a C L N g C O t 3 c a 30 n0 LDN 00 a2 o2 c F E O Fd � N a 0 O c O 3 Z Z m 0. � n O .t.. Q >� 7 y Jz N 73 pK O v R= 3 U E U 0 a� a 16 S m C N R g N G U n o N �E