Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUB202100128 Plan - Revision 2022-04-04
-10 TN Op SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: TOTAL AREA: 22.92 ACRES LIMITS OF DISTURBANCE: 4.88 ACRES OVERLAY DISTRICT: 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 SOUTHWOOD REDEVELOPMENT -VILLAGE 2 09OA1-00-00-001 EO PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4773 PG. 328 SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 TOPOGRAPHY SUPPLEMENTAL TOPO LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP P.O. BOX 340 28 IMPERIAL DRIVE MINERAL, VA 23117 STAUNTON,VA 24401 DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920 DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S. PAU L. H U B ER@TI M MO NS. COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS PHASING: PROJECT SHALL BE BUILT IN ONE PHASE. DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 90A1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER 51003CO407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.00 AC PROPOSED IMPERVIOUS AREA = 2.56 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE DETENTION SYSTEM AND OFFSITE NUTRIENT CREDIT PURCHASE. AGRICULTURAUFOREST DISTRICT: NONE PUBLIC RNV: 3.92 AC. OPEN SPACE: 11.58 AC. PROPOSED LOTS: 7.42 AC. TOTAL AREA: 22.92 AC. ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. VILLAGE 1 & 2 SITE PLAN TRIP GENERATION WEEKDAY PLAN LAND USE ITE CODE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 46 D.U. 341 5 17 22 16 10 26 TOWNHOMES 1 SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY VILLAGE 1 TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTS/ 220 25 D.U. 185 3 9 12 9 5 14 TOWNHOMES 2 SINGLE 210 22 D.U. 252 5 14 19 15 9 24 FAMILY VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 127 D.U. 1167 21 62 83 63 38 101 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE SUB202100128 ROAD PLAN ALBEMARLE COUNTY, VIRGINIA I 7/8/2021 6�cev Y s Oak I lilt '10^ � VAC x� Odd 3 631 °�esw r ti m S St 2 i 631 VICINITY MAP 111=1000' DEVELOPER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHAROTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.00 COVER CO.01 CODE OF DEVELOPMENT PROFFERS & TABLES C1.00 NOTES & DETAILS C1.01 NOTES & DETAILS C1.02 NOTES & DETAILS C1.03 NOTES & DETAILS C1.04 FIRE FLOW DATA C1.05 FIRE FLOW DATA BUILDING ELEVATIONS MARKET RATE 8FD 131.09 BUILDING ELEVATIONS AFFORDABLE TH C2.00 EXISTING CONDITIONS & DEMOLITION PLAN C4.00 BLOCKS & OVERALL PLAN C4.01 LAYOUT & UTILITY PLAN C4.02 HOUSING & DENSITY PLAN C4.03 OPEN SPACE PLAN C4.04 OPEN SPACE PLAN C4.05 GRADING & DRAINAGE PLAN C5.00 ROAD PLAN C5.01 SIGHT DISTANCE PROFILES 1365.00 ST-E)RMWATER MANAGEMENT PLAN C6.02 INLET DRAINAGE AREA MAP C6.03 PIPE & INLET CALCULATIONS C7.00 STORM PROFILES C7.01 STORM PROFILES C7.02 STORM PROFILES C7.03 UTILITY PROFILES C7.04 UTILITY PROFILES C8.00 ROAD PROFILES C8.01 ROAD PROFILES L1.00 LANDSCAPE PLAN NUMBER OF SHEETS = 27 CLINT W. S FFLET 04 Lie. N SIJSB 4/ 01/ 2022 s�ON AL w a I] DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. w (W V J J H� W Q Il w LL J O� Q W J m > Q W p `L U LU 0 0 0 W " 121� 0 0 0 2 0 U) JOB NO. 47039 SHEET NO. C0.00 L PROPOSED BUILDING HEIGHTS BY BLOCK f� 'NUTH (J.4' NEIGHBORHOOD CENTER SPECIAL AREA��1 /•���L_ BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 115' MEASURED ON BOTH SIDES FROM s HICKORY STREET RIGHT-OF-WAY) ?A CUNT W. 2i REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. GC,ad S F LET > PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: 37.6' MAX. PROPOSED: 37.6' MAX. Lic. N . SIJe• 4/ 0112022 M E 0 0 rn U N N 0 > E w ai E w w 3 Q LL o 3 p LL - wO `mom �_j U0M0 Z w - ui O rn C7 W ry V d w 30'x U) w .0 v i ry Z U> 0 O w w ~ 0M wM Lu 00 �- H > O O � a a o ww x c� W W ti N w F r\ Q N z 0 in DATE 07108121 0 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N.A. N ((3V J � w I\ -I J / Q z � I= w w LL > LL w pQ J m z w Q w }O w z O o J W > 0L W LL O O 0 O `2 1 ,O V 1 JOB NO. 47039 SHEET NO. C0.01 00 3-4 Habitat Townhomes rLU am 0 C46 0 10 Z 0 t HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SUB201900174& SU6202100019 Number provided SU6202100011 Number provided SU6202100079 Number Provided with This Plan TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 0 4 7 PARKING REQUIRED AND PROVIDED TOTAL NUMBER TOTAL PARKING TOTAL PARKING PARKING SPACE LOTS HOUSING TYPE OF DWELLING SPACES SPACES LOCATION UNITS (D.U.) REQUIRED PROVIDED 9 21, SINGLE FAMILY DETACHED 20 X (2 SPACES/D.U) = 40 40 (40) DRIVEWAY 23-29 X (2 SPACES/D.U.) + (1 (g) DRIVEWAY, 5-8 DUPLEXES 4 GUEST SPACE/4 D.U.) 9 (1) ON PARADISE PARK LANE = 8 + 1 GUEST = 9 22 MULTIFAMILY 4-UNIT 4 X (2 SPACES/D.U.) = 8 g (6) PARKING LOT, (2) ON PARADISE PARK LANE 1-4, X (2 SPACES/D.U.) + (1 (13) GARAGE, (29) DRIVEWAY, 30-46 TOWNHOMES 21 GUEST SPACES/4 D.U.) 50 (1) ON HORIZON ROAD, (4) ON = 42 + 5 GUEST = 47 PARADISE PARK LANE DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS MAX. NON- AREA BLOCK RESIDENTIA NOW S.F. S.F. TOWN CONDO/ DWELLING DENSITY GROSS TOTAL# TOTAL BLOCK RESIDENTIAL NUMBER OF TOTAL RANGE RESIDENTIAL %OF ALL FOR RENT (AC.) CLASSIFICATION LBUILDING DETACHED ATTACHED HOUSE APARTMENT UNIT RANGE MARKET REQUIRED FOR TOTAL ° /oOF BUILDING(S.F.) LOTS UNITS REQUIRED DENSITY TOTAL APARTMENT (S.F.) UNITS UNITS UNITS UNITS REQUIRED RATE AFFORDABLE SALE (DU/AC) (DU/AC) UNITS UNITS S NUMBER TOTAL OF UNITS UNITS 1 7.1 GREEN SPACE 8c 0 0 0 0 0 0 0 0 0 0 0.0 0 0% Fifteen 0 0 0 0% 2 1.5 BUFFER 0 0 0 0 0 0 0 0 0 0 0.0 0 0% Percent(15%) 0 0 0 0% 3 1.S NEIGHBORHOOD 5000 0 10 4 4 2 0 412 10 3-6 6.7 0 �/° of the total 10 0 10 100% 4 1.7 DENSITY 5000 0 10 8 2 0 0 5-14 10 3-6 6.0 7 70% number of 3 0 3 30% URBAN DENSITY residential 5 6.8 RESIDENTIAL 5000 SS 6 4 43 20 60-127 73 6-18 10.7 23 32% 30 20 50 68% dwelling units VILLAGE 0 constructed on 6 1.3 NEIGHBORHOOD MIXED USE/ 10000 0 10 9 0 0 4 0-31 13 0-28 10.1 7 54% the Southwood 2 4 6 46% 7 0 7 10000 7 7 0 0 0 0-12 7 0-18 9.7 7 100% 0 0 0 0% NEIGHBORHOOD 0 Property 8 12 10000 0 16 12 2 2 0 0-17 16 0-18 13.0 11 69% S 0 5 ° 31/ PLACES 9 1.7 10000 0 15 0 0 15 0 0-61 15 0-34 9.0 15 100% 0 0 0 0% 10 1.9 20000 0 26 0 0 10 16 11-62 26 6-34 13.9 10 38% 0 16 16 62% 11 5.7 URBAN DENSITY 20000 p 46 0 0 46 51 20-182 96 6-34 16.9 45 47% 0 51 51 53% MIXED USE 12 3.0 30000 p 1 0 0 0 70 13-102 70 6-34 23.5 0 0% 0 70 70 100% TOTAL 34.0 N/A 0 196 46 12 117 161 N/A 336 N/A 9.9 126 37% 50 161 211 63% TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY BLOCK ASSOCIATED PLAN (S) STEEP SLOPES (ACRES) OPEN SPACE REQUIRED (ACRES) OPEN SPACE PROVIDED (ACRES) TRAILBcPATH AMENITY REQUIRED (ACRES) TRAIL&PATH AMENITY PROVIDED (ACRES) REC.AMENITYBc CIVIC SPACES REQ. (ACRES) REC.AMENITY& CIVIC SPACES PROV. (ACRES) MINIMUM RECREATIONAL AMENITIES & CIVIC SPACE REQUIRED RECREATIONAL AMENITI ES & CIVIC SPACE PROVIDED TOTAL GREEN SPACE REQUIRED (ACRES) TOTAL GREEN SPACE PROVIDED (ACRES) TOTALAMENITY SPACE REQUIRED (SF) TOTALAMENITY SPACE PROVIDED (SF) 1.80 5.97 0.23 0.00 8.00 30,000 SDP202100019 0.56 0.05 0.05 405 LF CLASS B TYPE 1 PRIMITIVE TRAIL 0.56 2,025 1 2,000 LF CLASS BTYPE 1 PRIMITIVE TRAIL THIS PLAN 6.60 0.20 0.20 1,711 LF CLASS B TYPE 1 PRIMITIVE TRAIL 6.60 8,555 TOTAL 7.16 0.25 0.25 TOTAL: 2,116 LF CLASS B TYPE 1 PRIMITIVE TRAIL 7.16 30,580 0.10 1.10 0.20 0.00 1.40 8,700 SDP202300019 0.44 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.44 1,491 2 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL SDP202300066 0.81 0.17 0.00 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.11 8,950 TOTAL 1.25 0.20 0.03 TOTAL: 1,790 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.55 10,441 0.00 0.00 0.00 0.00 0.00 0.00 SDP202300019 0.23 0.00 0.00 0.23 0 3 THIS PLAN 0.04 0.00 0.00 0.04 0 TOTAL 0.27 0.00 0.00 0.27 0 4 0.00 0.00 0.00 0.00 0.00 0.00 THIS PLAN 0.35 0.00 0.04 1,7745E PARK 0.35 1,774 0.00 0.00 0.12 0.11 0.23 10,500 4,415 SF PLAY FIELD 1,866 SF TOT LOT SOOSF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 5-8 1.08 0.11 0.66 600 LF CLASS B TYPE 2 TRAILS 2,693 SF GARDEN 3,9405E PARK 0.90 28,551 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY 1,855 SF PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS SDP202100019 746 LF CLASS B TYPE 2 TRAILS 9,597SF PARK THIS PLAN 1,452 SF TOT LOT 0.52 0.01 0.23 107 LF TRAIL PEDESTRIAN CONNECTIONS 0.52 10,133 TOTAL 1.6 0.12 0.89 TOTAL: 746 LF CLASS B TYPE 2 T RAILS 1.42 38,684 0.38 0.00 0.50 0.13 0.63 22,700 2,112 SF PLAY GROUND 500 SF NEIGHBORHOOD PARK 1,059 SF AMENITY SPACE 9 11 SDP202100066 1.64 0.51 0.32 2,170 LF CLASS B TYPE 2 TRAI LSb 4,4345E OPEN FLEX SPACE 6,779 SF REC. AMENITY 1,493 LF BLOCK 2 TRAIL (BLOCK 2, SEE ABOVE) 5,000 SF NEIGHBORHOOD PARK OR REC. AMENITY 1,211 LF CONNECTOR SITE PATHS 1.37 23,560 SDP202100071 0.00 0.00 0.00 0.00 0 TOTAL 1.64 0.61 0.32 1.37 23,660 12 0.00 0.00 0.00 0.15 6,SOOSFACTIVE USE REC. AMENITY 0.15 6,600 SDP202100071 0.00 0.00 0.16 6,SOOSFACTIVE USE REC. AMENITY 0.15 6,600 TOTAL 2.28 7.07 12.04 1.05 1.08 0.39 1.68 10.41 12.04 58,400 91,539 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 b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ft./ft. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 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 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. LATERAL STUB -OUT 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 Al17.1-03. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 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 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER THE END OF THE DAY MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED CONTRACTOR. BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built 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. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. Albemarle County Public Road Acceptance Procedure The processing, inspection and acceptance of public roads is administered solely by VDOT. The County is not involved in this process until the road is ready for acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be fisted. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. 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. ALL VDOT ROAD AND BRIDGE STANDARD DETAILS ARE LOCATED ON THE VDOT WEBSITE: HTTPS:/NW WV.V I RGIN IADOT.ORG/BUSINESS/LOCDES/2016-ROAD-AND-BRIDGE-STANDARDS.ASP 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) A COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding. including underdrains. 2. Video Pipe Inspection for an pipes which are not accessible or viewable. P YPP 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities. g P g . g 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect therequirements of P ( ) P Y Y 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). CLINT W. S F LET Lic. N . 54380 4/01/2022 M E 0 0 0 N � N C > E W v E H_ w w 3 Q a p o 3 W - W 0 `6 d W L M a_J Uoo W J -N M � co Z W Q M� 30'x LL � Q v = N N Fva� c EO1 N W M a� o w 0 AL F a DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W LU > J_ a w Q � I_ 0 a W J m 0 W a 06 > O U) LU W z I- 0 O Z U 0. 0 0 0 2 ,0 V 1 JOB NO. 47039 SHEET NO. C 1.00 L Lc A 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 - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale ROAD CROSS SECTION HORIZON ROAD (25 MPH DESIGN SPEED) 25' (PAVEMENT _ WIDTH) •• r v ••_r=i_•_•_•ii_•_•i�_•_•i•_i_•_•_r=i-• •_r_�=• • •-=�_�_�_• COMPACTED • O. SIDEWALK (PLANTING STRIP) (PLANTING STRIP) NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. PARKING ALLOWED ON ONE SIDE OF THE ROAD HORIZON ROAD CROSS SECTION No Scale RIGHT OF AGGREGATE SHALL EXTEND I'BEYOND THE BACK OF CURB (TYP.) ROAD CROSS SECTION PARADISE PARK LANE (25 MPH DESIGN SPEED) , 2%— COMPACTED SUBGRADE 2" IM-19.13A O' 61 SIDEWALK (PLANTING STRIP) (PLANTING STRIP) RIGHT OF NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON ONE SIDE OF THE ROAD. PARADISE PARK LANE CROSS SECTION No Scale POST RAILS 5' SIDEWALK 5' SIDEWALK CONCRETE FOOTING NOTES: 3,000 PSI @ 28 DAYS - ALL LUMBER TO BE PRESSURE TREATED - ALL FASTENERS TO BE GALVANIZED VDOT #57 STONE 412" MIN.[ -- THREE -BOARD FENCE DETAIL No Scale IT'4" POST @6'0./C.t STEEL EDGING ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES — 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C 'ICI 111�1111I I1111111111- 1111 IIII 11 I II 1= 11 1 11 W-111 III, —1 —1I =111 1 I11 —' —I I„II I'-, 11 2" COMPACTED STONE DUST PATH 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. STONE DUST PATH SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER a. 8 DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. RETE SIDEWALK PAVEMENT SECTIO • \\\\\\\\\\O\\\\\\\\ • �' mifte�����������1 COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale SIGN SIGN AND POST DETAIL No Scale STD. U POST GALVANIZED POST TO BE DRIVEN TH CLINT W. S F LET • Lic. N . 54J60 4/ 01/ 2022 AL m E 0 o N � N C Q O > E w ai E H_ .WU Q a o 3 p W — wO `mom O W L M Q� j UJ2 W J —N > (0W NV w z~'x oa =LL U-) _ N =v>00 F Q . c N W M CDw vi 0 x C7 0 F 0 W W x z 0 W 0 O DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. w (W V J J I� LU G > J_ Il w Q pa w � 0 J w LLJ co Q 06 II O W WzF_ C) =) O LU o Z 0C 0 O O T� i O U) L JOB NO. 47039 SHEET No. C1.01 PRECAST TY, MANHOLE CFCATIONS.FABRICATED IN WITH PARSECTION GOF THESE SPEACCORDANCE FRAME & COVER SEE FIG. S—I—D, E�/ " » UP /a E PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PABLUE IN REMOTE AREAS FRAME & COVER STREET SURFACE OR NON —PAVED AREA f �� �►� � N E M 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I HIGHWAY DEPARTMENT APPROVAL ;: (SEE FIG. S—I—DE) SLOPED AREA % io �E L_ N m o N E oN °m u fM oam o L� -t TO FINISHED GRADE .�;+;.'°.� •.,•' SET DOGHOUSE BASE ? ON CONCRETE BLOCKS � � L SEIS�TIN PI SANITARY STREET SURFACE OR SLOPED AREA -� NON —PAVED AREA _ ;.;., . .T :• xT RUBBER COATED STEEL STEPS 2'-0" RUBBER 1'-0" MAX a CAST IN PLACE o . cLtNT w. z. V S F LET - C, N SIJe• va E rn E �a III I --I E �$ ry, ' DOGHOUSE OPENING SHALL +� • '", ,•' . �•. >L " MIN. 12" CLEARANCE BE PREFORMED BY ! • BETWEEN EXISTING PIPE > . MANUFACTURER OR .• AND STONE BEDDING : 1'-0" MAX ° PRECAST REINFORCED CONCRETE < �� » » SECT ONS WITH 0 RING SEALS OR APPROVED EQUAL Lic. . (�� k/ 01/ 2022 �° • ,h • `sS/ m4(�, 9/ SAW CUT TO FIT PIPE r• : _ JCL '�W OPAL o' Nf ' •�. • e ,G r� OUTSIDE DIAMATER .r.. 2'-D, ~4444��j4, ADJUSTABLE TRAFFIC RATED PLUS 8". • • 3'-O" MIN o G 5 E O 5 E 5 Y o B �j VALVE BOX W/ LID 12" THICK VDOi Na 88 STONE BEDDING •. r THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE 50 ) 8oQ z a _ ` RUBBER COATED STEEL a o .� (CLASS 5" BACKFILLED 6' LAYERS . » no Ew a �" w B"xB"X16" AND 4"x8"x18" SOLID CONCRETE BLOCKS 3'-D" MIN STEPS CAST IN PLACE IN AND COMPACTED BY HAND o c6�i N Ez w TAMPERS OR J N o — c d. z N CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) PRECAST REINFORCED MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. c d „u,nn,,,,,,n,nn,,,,nnnn,,,,,nnn,,,,,,,nn,,,,,,nuunn„n,nun,unnnnn„n,nn„nnn, CONCRETE SECTIONS 12 MIN "0" ¢ EE LT_ N RING SEALS A 16" MAX 5"o EMANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENINGMINIMUM AROUND EXISTING PIPE ELEVATION MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN w w N 3 Ems-. :- E E BE CONSTRUCTED AS SHOWN 3. 00 PSI CONCRETE WITHOR 5" 4'-0" 5` ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET LL 3 E d.w u � m ON FIGURE S-1-A FROMINLETTOROUTi..ETH. Q �Mo " --- M.J. GATE VALVE SHALL BE 0.2D FEET. VARIES °• " A FILLETED INVERT FOR A SMOOTH 0 LL w O m N N E m E " N DEPTH OF FLOW CONCRETE FILLETS a „" TRANSITION OF FLOW BETWEEN 0¢_j L " O o z �o°m M ALLOW CONCRETE CHANNEL TO BE • �.. t. INLETO&�OULET PIPE SHALL BE .J. O FLOW A MIN. WRAP EXISTING PIPE WITH 3/4 DIAMETER OF �-�--- 12 �' p'"'• •.» ,,• 0• ' °•' o nN w ry a TO BEYOND BASE NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING CONTRIBUTING .� -- SEWER. .. -, C7 /+ v M z f -+ OF STRUCTURE NEOPRENE SECURED BY 2 NON- J , • .'•n' �.: 12 3/4 DIA OF LARGEST p x � � O WATER LINE CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING A FILLETED INVERT OR A SM00 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PIPE IN MANHOLE » MIN. 6 BEDDING WITH NO. 68 STONE � ¢ o < = ry w 0 z ti ti ur) u 2 2 ( 12" MIN. CAST -IN PLACE PROVIDED. MIN. 5" BEDDING NOTES: F a' z a a p _-' O 3,000 PSI CONCRETE BASE NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE c rn 0 ry w - g o g 0 a- o^ o� - E FOUNDATION SECTION VIEW 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. M E • ^ E < E p iv E a� o E E o E w CN < N 250D P.S.I. CONCRETE 8 2'x 2' BEARING AREA. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,���,,,,,���,���, I' I"I"' SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. o m e n Nu N a m n° e THRUST BLOCK 4 NOTES: 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED o w ,o w 2 Z) 2 Z) : 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW EXTENDED OR NON -EXTENDED BASES. INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 00 u u A d . y • FLOW TO THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED DESIGN ON SEWERS WITH STEEP SLOPES w w 0 0 0 A • 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. INSIDE AND OUT. 41 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6 TYPICAL MANHOLE SECTION O o w 0 w OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE _ BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN SHOWING BRANCH TIE-IN TYPICAL MANHOLE WITH DROP CONNECTION w w NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ACCORDANCE WITH THESE SPECIFICATIONS. 0 TYPICAL MANHOLE FRAME & COVER TYPICAL MANHOLE BASE N.T.S NTS ~ TYPICAL GATE VALVE SHOWING "DOGHOUSE" INSTALLATION FIG. s-'—A FIG. S-I-C w N c) N.T.s = w a °^ FIG S-LD NTS FIG. W-5 N.T.S FIG. S-1—Al TD-25 ¢ TO-28 z VARIES VALVE BOX NOTE: HYDRANT MUST BE —FINISHED GRADE o DATE 4" DIAMETER BRANCH EQUIPPED WITH CHARLOTTES — AND VALVE VILLE THREADS WHICH IS THE LOCAL STANDARD. LIFT NOTCH = —I — — — O 07/08/21 M.J. PLUG Q LENGTH OF BRANCH VARIES [COVER " 14 1/2 12 3/8" , AIR RELEASE VALVE REMAINING BACKFILL SHALL } DRAWN BY VARIES ,:. 6' MIN 2' To ro' (270•) 19 -22 12 1/2" BRASS OR BRONZE PIDE BRONZE GATE NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24 MI J. FOX DESIGNED BY 7 cu, Fr. VALVE BOX //66 STONE + WATER VALVE INTIAL BACKFILL* " B MIN (6- 6THOROUGHLY • • C. SHIFFLE7T WATER MAIN EMBEDMENT COMPACTED RESTRAINED JOINT FITTINGS �; 6" GATE )• CAST IRON LID 18' METER BOX qN �p G IF PIOSSIBLERADE tl �' SPRING LINE BY HAND OR APPROVED S OF PIPE MECHANICAL TAMPER '_ -) • CHECKED BY C. SHIFFLETT ON—LINE 42"MIN e'".' VALVE ��'' ^: — I` �0 NO. 68 STONE MUNCHING • SCALE (TYPE "B") • ' • a" x s" '� TEE ; ".` —-II BEDDING 6" min • 4" min • AI A 2500 P.S.I. CONCRETE + ' ^ ? a':°:i';- o:�., BASE AND THRUST +,,}.;� BRICK SUPPORTS OR SOLID CEMENT BLOCKS FOUNDATION SHALL BE ( BLOCK AGAINST UNDISTURBED STABLE j • N`� ti �•..; CRUSHED STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE VARIES THREADED COUPLING SOIL. STEEL PILE , • T,N,1 �� ALL PIPE) NIPPLE AND PVC PVC SLEEVE RESTRAINED JOINT FITTINGS �'� SOFT COPPER IN o CAP WHEN WHEN THE SOIL IS DISTURBED OR WHEN 18" I LUBRICATE ALL THREADS A HYDRANT IS LOCATED IN A FILL, IN ADDITION _ THRUST BLOCK (0 METER BOX (SEE FIG. W-7) TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. •• x ; 6" EXTENSION CORPORATION STOP W 6" NOTE VALVE NO. 57 STONE PIPE SLOT 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE ENTIRELY WITH NO. 21A STONE. Q M.J. FITTING NOTE (2 PLACES) BACKFlLLED BE SCRAPED J 2" PIPE SLOPED 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL TO DRAIN IF 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. AND COMPACTED, AND ALL STONES REMOVED OR A 4` BEDDING OF NO. 68 1 J - GRADE ALLOWS 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT NOTES: STONE SHALL BE PROVIDED' VARIES VARIES 2" BRASS PIPE • ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND 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, 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 88 STONE' ~ > VALVE BOX. SHALL BE USED. WATER MAIN AND VALVE 2" THREADED TAP 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. NOTES: 2 FOR WATERLINES SMALLER THAN 12` USE A 1` A.R.V. AND FITTINGS. FOR WATER ) ARE SAME SIZE PLUG 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, " LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 0 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE DEAD END FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT "A") PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. THE MANHOLE CONE. z (TYPE TYPICAL SEWER PIPE TYPICAL METER BOXES LJJ TYPICAL BLOW —OFF ASSEMBLY TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (5/8"-1" METERS) INSTALLATION IN TRENCH Q AIR RELEASE VALVE (ARV) ' J NTS N.T.S. NTS NTS ^ w Q FIG. W-8 FIG. W-4 NTS I..L FIG. W-7 FIG. W-9 FIG. S-3 O a 0 Jw w m W Q 06 L O WzF_ LLl � O C ° Z Lu z 121� 0O 0 T� i O ;;) JOB NO. 47039 SHEET NO. C1.02 L NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (270) 2' 7D 10' 18"-22' 7 CU. FL ALVE BOX #68 STONE 42"MIN o 6" GATE °• •, .I VALVE W TEE 2500 P.S.I. CONCRETE BASE AND THRUST il�„�+• R BLOCK AGAINST \\vll UNDISTURBED STABLE SOIL. S.Gq PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP TREE 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. A THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 z Z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN f- FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL I ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE W CONNECTION " BOOT " J INSTALLED 2" BRANCH O TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S-I-B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2R (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF IV. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN IJNE-� SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 M-33 - ruK o"uN a M DMALLLK USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT M BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND SIZE A I B C I D I E F 4" - IV 1'-9 2'-3 2'-e' V-2 f-Dr 1 Ile Y 7- X-0 2' -6' 1'-8 2'-S' 1 1 4^ 11 1/w ur 7- 3'-9 2'-6' 2'-0 S-0 2" 1r 3'- 4'-3' T-O' 2'-3' S-6' 2" 19, 3'-5 V-6' 3'-T 3'-W 4'-8' 2 1/2" 4' - 01 7-6 3'-0 2'-6' 1' 6' V-W 1 I V OF 3'- 4'-3' 2'-9' 2'-W 3'-r r 22 1/2' 1W S-3" V-0 T-0 2'-9 X-8 2' 19. 3'-9' 6'-3 3'-0 3'-6' 4'-3 2' 16' S'-0 T-8 3'-Y 4'-0' 5'-e 2 1/2" •4 - Ir S'-O" 6'-0 S-O' 3'-3' 3'-3^ 2 1 4 Or S-8 W-8 T-O' S-11 3'-9" 2 1 4" 4W 1a" 4'- i-e 3'-0' 4' 5'- 2 1 4 1r Y-3 •'- S f 5'-0 S'-B" 2 1/2" Ir 17- 11'- S-•" •'-o CHART FOR UPPER VERTICAL BLOCKING 6" B ES 3" THREADI 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE iv BOLTS =AIDS j,1 CONCRETE CLASS "B" :R -p� SECTION NOTE- BOLTS PTO FACE CENTER OF OF BLOCK ANCHOR CONCRETE BLOCKING FO UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 NOTE: RESTRAINED JOINT FITTINGS. Side Mew 4 Certification of 95% compaction required Galvanized Stel W12 x 14 (min 3' min. penetration II soil or as approved ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 1' COMPRESSION x 3/4 MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' - SOFT COPPER 1'x1'x1' TEE NOTE NO SWEATEO nI DUAL SERVICE 1' TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE. W MIN. 1/8 BEND C011K516I / /` nsc C / FOR USE AL ATTASERVICES OR SNGL FAMILY RESIDENTIAL ON SERS OR DUAL RESIDENTIAL AND IRRIGATION SERMCES. *�-2 V COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROWO EQUAL O FOR USE ON DETACHED SINGLE FAMILY RESIDENTNLL SERVICE WHERE AN IRRIGATOR METER IS NOT PROVIDED. IRON UD FINISHED GRADE UMETER BOX �CORPORATON SNP / f '� --E \G+"•`) NECESSARY SAND OR DUST UNDER BOX AND SEVER (2 C �' cJ:l'.. 1 4- DIAMETER GRAIN PIPE, 12- LONG STONE POCKET, WET 4*r��S`Zif MINIMUM THICKNESS) A SPEC. 203. NO. 57 AGGREGAIE ti H'�..YY.+..K TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT DF WAY. VARIES a' - lo• B' WATER SEWER 3 A rc LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHSI WATER OR SEWER ONLY - BO' MINIMUM WATER &SEWER 30' MINIMUM 1E SEE PART 3, PARAGRAPH DI SEPARATION OF WATER &SEWER SYSTEMS. UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD HE AT 90° i0 THE RIGHT OF WAY, UTILITY LOCATIONS &EASEMENT WIDTHS TUTS FIG W-1 TD-1FOUNDATION IN POOR SOIL UNDER -CUT CONDIT10N GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 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 STONE •MEN 1• I I I I PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) W.M. FEE CU.M. BEND L H T L H i 90 250 250 3.01 0.24 4• & 6• 45 200 225 280 0.15 200 225 25D 0.15 221/2 1.50 200 252 0.10 111/4 1.50 200 250 0.10 90 3.88 3.16 3.21 0.4E 46 288 288 277 0.28 81 221/2 1.88 218 269 0.13 3.18 2.91 266 0.32 17 1/4 1.68 218 267 0.13 90 4.83 3.83 3.42 0.83 10" d: 12" 45 3.33 3.58 295 0.43 3.83 4.00 263 Q52 221/2 2.33 2.58 288 0.24 11 1/4 1.83 2.33 2.84 0.18 a�;�pLTH (I I I CLINT W. S F LET r Lic. N . SIJe• 4/01/2022 ' '�,S�O!1 AL ;;'� M E 0 0 ON u N � N C > E ai E W i Q ri o 3 p LL W O m ,^-I � V Qo Z a -ce i -uT M O � r �y In rv� w � a (L 30'x � VOi W �U>1O Z O ww wM � 00 o w 2 2 � R R O ww 2 U1 U1 � W W 2 F ti ry N w F �N Q ti z O0 V) DATE O 07/08/21 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N.A. � N W V J I ce z U^1 10 > a LLJ O J m 0 W O W I- Q=) %O W � O O T� i IO V / JOB NO. 47039 SHEET NO. C1.03 L ID-10 .T L s - — r e P J_lo IX, ***# eK BLOCK 1 \ e BLOCK 3 J'u A \. I I I y 1woo v HB aa= e ®`®_\ , BLOCK 2 .. BLOCK 10 �r +�' daddrs d t � _sad 1 1 umm I J-5 -p 10 n a �✓ = l.! rA�FR ` ® Nor _ n Z' I t BLOCK 8 ZI ggp ��! J ✓ H 6 U I /—J ® O IF Jlr RIVE , t 000 A�'Q� p I ' J-12 I I P-2o- q I r l BLOCK 6 d/ \\ BLOCK 4 ' 14 I` a Q min N� y° Q,2 9-23 J-141,fin. 7 6 1 0 U.A n V� / 0 BRUCE If. 3MCKIM JR. _Z Uc. No. 656612 o^ 12/17/202). �) M p_ O O � U N N N = Q O � W r F H m 3 a LL o a It p Q U w Z M O Z W i M K �o',� v� o Q W O S y N Z O Fua'� c LA 0 N > I r4 a` 7 b ti ti H g O � J J 0 Be 0 00 a C� W N Z O ry DATE to > 10130119 0 DRAWN BY S. HARVEY • DESIGNED BY ® S. HARVEY ® CHECKED BY ® B. STRICKLAP SCALE N.T.S. 11 1 �i�b O �'v 9 �► � ; ��� U I • ale ` \ 9 rl 7 % f ` � �\ \�'�— P 0 1 ® \ CL O \\ \ Vr/ d�CJ I �vv J �f 0 v _, I1 z } n \ \\ I I h I W J a \ \\ �\ �] I <\\ Gce wz /// ; / �-_ \\ \\\ c"�✓ �°♦� Cam. a a u r V / /' / \ \\\ ' ✓ I ♦ems® m J / \ 1 /\ J `o le ® / \\ w s Ne z ,\ / // M \ \ Lu Q Vl d cn 1 v FUTURE RESIDENTIAL UNITS I, �0' 7 \ e d \ �d d 140 100, / w O w o / O a ,` o ^® PIPE LEGEND \� ♦ / JOB NO. \ ♦ / NEW PIPE 40919 ' ry / ° c ® V / ♦ EXISTING PIPE SHEET NO. c f CLINT W. �2SFFLET Lie. N . 5I380 0 4/01/2022 �00 YONAL F_.mI w Q DATE 07108121 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W I\ W > w Q J O 0 c� G J m Lu a O > o LL LuLNLI Q0 LL o Lu " LL O O T� i O L PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. JOB NO. 47039 SHEET NO. C1.04 TH L i s Y • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ACSA ON 12119/2019. THE FLOW ( ) TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA • •• AVERAGE DAILY DEMANDS: RESIDENTIAL UNITS: ••• FLOW FACTOR = 270 GPD / UNIT .•• DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT as BLOCK3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 •• BLOCK4: ••• RESIDENTIAL UNITS = 10 ••• AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 •• BLOCK5: ••• RESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 BLOCK 6: ... RESIDENTIAL UNITS = 6 AVERAGE DAILY DEMAND = 1,13 GPM AT J-11 ass, BLOCK 7: RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1,13 GPM AT J-14 • :.• BLOCK 8: ... RESIDENTIAL UNITS = 5 AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 .• BLOCKS 9-11: •::•• MID ISE TS FLOW FACTOR APARTMENTS I 270 GPDNUNIT •••• TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.94 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT 41041 TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS ... • DAILYAVERAGE STUDIO APART ENTS DEMAND 00 GPM • 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD .••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM ••• BREEZEWAY UNITS = 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS •.. AVERAGE •.. AVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.66 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 •• BLOCK 12: ••• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 270 GPD / UNIT see* TOTAL DEMAND = 4,050 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 ••• TWO BEDROOM RESIDENTIAL UNITS = 65 •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS ill AVERAGE DAILY DEMAND = 12.19 GPM AT J-2 ••• COMMERCIAL KITCHEN = 5,000 SF •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS •• PACE DAILY 5AND = 6.94 GPM AT J-2 ••• RETAIL S000 SF •••• FLOW FACTOR = 250 GPD / 1,000 SF al TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 ••• PHA LEASING AND COMMUNITY SPACE = 3,200 SF •••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 •• FUTURE RESIDENTIAL UNITS •a• UNITS = 250 a•e AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 •a• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 • ISO DEMAND = 2,500 GPM •• 1,250 GPM EACH AT H-2 AND H-3 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED FOR REVIEW BY THE AUTHORITY HAVING JURISDICTION. THE FLOW WAS CALCULATED FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 HYDRANT FLOW TEST Test Date 12/19/2019 Test Time 1000 a.m. 'llll Static Pressure 62 PSI I aft, Residual Pressure: 59 PSI Obselo. 313 GPM vedFlo 1 Noi test r Note. Glow lest results were provided so � by Alpemad¢ County Service Authority. als s® 30 -Observed Flow as 1 ® --Pm*ted Flow q 20' DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed. The 10 variab'lly of the water system due to changes in usagq demand and operating conditions precliPides, guarantee that expectations regarding available pressures and flows will be exacting Projected flow onvend the observed Dow is on l an est mation. ® 1,000 2,000 3,000 4,000 5,000 6,000 Flowlanll /- -_- 301 - % e end u, nem.i,ao nermm r171 lIn SeMce. ACSin vi. N m in e°rvle•, Pri-te. fins �; wry ♦ mseive.'rv. zin-raw, f �JS j - / ♦ In Sal - at. Or°neE ,r �T I ���I� /� Stagc Resioual Mydrent � / <csA rl.. me m` - SA Wale, Man i xgt POYOe Weer 1 w p _ 209Paw Wa\n P. 9- m Fqv Hydrant - „ > `. /9pLf Mu•aY Mounh PumP9Y•ua\ yyg r203 9�0) G \ t 7� 203 - 12' Ay boa m' x� w N6ROSE_00MMO P 4 H � ww.rer r se.mnmen ni em,ewere[a ssaw W/�\.- Abmffk G" A .,raft DmnW: �• stitlee re. y`.'K-#J Service uth6rrty erp.m,mvw tram+CN°z.vtrn+um n�+man4•'•w,..aw S P'an•eM�i PraYje CwalaA'eYvaa 2J> bJ eie SrWn•r�w•5 FLOW SCENARIO JUNCTIONS HYDRANTS J-1 I J-2 J-3 J4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 461.3 453.2 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 STATIC 66-9. 662 65-4 66.7 76-3 787 82.2 86-5 877 89.3 91-0 87-8 86.1 80-6 78.5 81.2 83.0 62-0 664 65.9 72-9 79.2 842 86.7 91.0 87-5 82-3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61,9 66.3 65.8 72.7 79.0 64.0 86.4 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MOD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 Ell 86.9 88.4 90.1 86.9 85.2 79.7 7T6 80.3 82.2 61.7 66.0 65.5 72A 78.5 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND( PHD) 66.3 65.4 64.5 65.7 74.9 7T1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61A 65.6 65.0 71.6 77.6 82A 84.8 89.0 85.5 80.3 80.6 PHD + ISO DEMAND_ 48.9 45.0 39.8 41.0 50A 523 55.7 59.9 61.0 6Z6 64.3 61.0 59.4 53.8 5t7 54.4 56.3 1 48.0 45.9 40.0 46.9 52-8 57.6 60.0 64.2 60.1 55.6 55.9 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 I H-2 1 H-3 H4 1 H-5 1 H-6 1 H-7 H-8 H-9 H-10 H-11 ELEVATION (1 1 500.0 1 489.8 1 490.9 474.7 1 460.2 1 448.5 1 442.8 433.0 I 1 441.1 453.0 452.3 AVAILABLE FIRE FLOW" 1 4,91 4,0)9 1 2,918 2,296 1 1,991 1 1,707 1 1,608 1,563 1 1,550 1,531 1,554 •AVALABLE FIRE FLOW IS CALCULATED, NOWSIMJLTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT ASYSTEM MNIMUM RESIDUAL ISO FIRE FLOW CALCULATIONS 4-UNITTH - MARKET RATE 1,250 GPM 4-UNITTH-AFFORDABLE 1,250 GPM CONDO BUILDING 750 GPM SINGLE FAMILY DETACHED 1,000 GPM DUPLEX 1,000 GPM PIPE REPORT LABEL LENGTH (FT) DIA (Il P-1 409 12 P-2 246 12 P-3 30 12 P4 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 8 P-10 39 8 P-11 238 ] 8 ] P-12 165 8 P-13 183 P-15 80 '8 P-16 142 8 P-17 158 8 P-18 55 7 8 P-19 159 8 J P-20 14 8 P-21 64 8 P-22 182 8 P-23 85 8 P-24 124 _ B P-25 164 8 P-26 87 8 P-27 24 8 P-28 299 8 AblimewhCoggey • Hydrant Flow Date of Pelson A� 0/201 Test Report unl"awe Location OLD LYNCHSL'RG RD - `° - - - ® V ® as Date and Time of Test 12/19J2019 SO:OO:OOAM� .°� • ° n vo m � ° r® Minutes of Flow 2 ""Q'v d ®� ®d• n e •® �il"ca �Ue�ti 6•d 6 tl�po® Pipe Size (inches) 12 5" = y` a� �p e • e Pamo m® o rasa ao®v rasa a°- PressureHydrant 12032_ A, m® n°. 0 & Static Pressure (psi) 621 m� ° °�., o m ®°li®g lQ pa v ° s©am ® sta Residual Pressure (PSI) 59- a� Q20 Looped Q20 Multiple Infirm Hydrants Q20 Single Flow Sprinkler Test Single Flow Flow Hydrant pl 12030 Pilot Pressure al (psi) tit Yellow 1 VI Test Flpw 1 ® a' _ �' _ 1313 :✓ Flow Hydrant 92 Pitot Pressure pi (psi) Yellows Test Thaw 2° 0 r Flow Hydrant g3 Pitot Press. re•3(psi) Yelkw3 Test Flow3 0:. i'a " •. - rag Leo- Total Estimated Flaw(gpm) 1313 due°�®®° va n A Up. tlo°moo a -_ AWWA Q20 Ulculatl•n(Deal a • ® uaa ®° .° ° n e ..w.rn.m..a,n.,....n,Pr.,...... "'nu-ni ^,®on=o oa, ®a °®"'_P as e.°� Comments °-a� Hydrants opened all the way. One pump running at Mosby ' °aB a Ply ., Mountain pump station. o e 0 r - - - wc+ in a a m oa J j `,C ° a ,q � Estimated Consumption (Sal) 2626 'n - w �� for ufP 101 Wd[P'du0. u is 9 ® G a� Signature of Tester:jil; r Il m e ED a v raA© ego ��® i2' yx F•, nL s a a v ,a a oo y p, see ® iPIrr '�66 �e r6 it g,m p Vla°- 7n cFs �� °® o a VeGe L eft.°_a . ,0 tie ® � S ®m se °emm Ox w mFJ • e oa ® a 0 a m S m O e• = d ° u a@®om ® L' o o a 0 d• a o eP 0 BRUCE 1. STRICKLM dR lic. No. 056612 ion 12�1712021 J N Z O f f Z 0 Ln At as H a 0 DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY SCALE N.T.S. 1-i W V Q Jso J Z� W m L ra/ 3 � IJ� 1 S EL �n t/ / C I --I 10 W J �' Q ^ w z w LL Of O: m FixY 2u JLU DO J Is W Q Z) o >�oQc m ri UJ �0}aZ W U = 20 o c 112 w m c 0 O MV n in 3 Zm p W w .6 m e m E = Q nL S\ a3 inm U D m o m L O m N m V / 0 o L/ so a y a mSo 'o 0 Z JOB NO. x = 0 iE V 40919 se SHEET NO, a o C9.1 m $ CLINT W. S F LET r Lic. N e 54380 4/ 01/ 2022 �ss �e r0, �ONAL tau• M E 0 U � U N m N > E w a E Q LL I.L. 3 L - Y O L M Q j U DO CD C7, d CD N 7 Z H m 7 ~ x K K N < oQ Dr n 2 v N = U > U1 H C o N V) � ill M d � CO J so� CL O cc t7 N Z 0 f f Z 0 U U LJJ w � � _0 W W > w Oe 00 U U W W a a O O Uri ur) W W LU H si DATE 07108121 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT- CHECKED BY C. SHIFFLETT- SCALE N.A. W (W (D J J I Fees- w ^ W LL LU O < 0 J m 0 LUa i >o LL LL w r Nw Q 0 11' W " O O T� i D O U) L LM JOB NO. 47039 SHEET NO. C1.05 1 I -•- /•III !( // I/ // �� I ♦Ahill ♦♦o♦♦Ae.�ISO ♦°i°`''i°♦°i°i°e°♦°♦°i°s°i°ice♦°i°♦�°i°i°♦°ssee♦�♦''i♦°foie♦°♦!i♦e ,�-!'`"����DPIP ��°/►p4♦►�������et°►1°i►MN �?vi `;DK `A-, ,fib /tic �♦°i°♦°ego°i°o°i°i°♦°i°i°ew♦°i°i°♦°ei°eNWM °♦°i°i°o°♦°♦°e°♦°♦°i°♦°♦°♦°i°i°ANW °i°i°i♦♦♦♦•i°♦♦♦!sw♦e♦♦♦° . ,rl� &� ♦e♦Ae♦♦♦♦♦♦♦`♦♦♦►♦♦♦ee♦♦!►♦♦♦♦♦s♦♦�♦♦♦♦♦de♦wss♦♦o♦e♦♦♦�w♦ �► �► �► _ ♦e♦♦♦♦♦♦♦♦♦o♦♦♦♦♦♦!A♦♦♦o♦♦♦♦♦♦♦♦♦ee0es♦♦�A♦♦♦♦♦♦♦♦♦♦♦Ae♦ ♦♦♦h♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦e♦♦eA♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦eessw♦e0e:♦ice♦ �^ri. - ���;;/ �►-,� sp♦epApwp♦p♦e♦p♦p♦p♦p♦ewp♦p♦p♦p♦p♦p♦p♦p♦p♦p♦ee♦♦p♦p♦p♦eep♦pepepe♦♦=♦p!p♦p♦♦♦pepepep♦p♦p♦e♦p♦p♦p♦e♦p♦p♦p♦p♦p♦p♦e♦p ��P y ,a,�,!►.,• `.� ♦e♦♦ ♦♦♦o♦♦♦♦♦♦♦♦♦o♦♦♦♦ ♦o♦♦♦♦♦♦♦♦�♦♦�•eoo♦♦♦♦♦♦♦♦e Ge♦♦ I �5� ♦♦♦e�♦♦♦♦♦♦w♦♦♦♦♦e♦♦oe♦�♦♦e♦♦♦♦esedeeeo�♦♦♦e:e♦♦♦sseQee!!se �''r,,��_ •.,- ,-✓ ,`, �� �� I I: ♦t►♦♦r♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦e♦♦♦♦oe♦♦♦ew♦♦♦♦A♦♦♦♦♦♦•♦♦♦♦♦ I✓. P .z ♦♦e♦�♦e♦A♦e♦♦♦♦♦e♦♦Aw♦♦♦A♦♦ee♦♦♦♦♦s♦A♦♦♦♦♦w♦♦♦♦♦♦♦♦i♦♦ssse0 �•�� �� �a�i� ♦°i°i°i°♦�i�i°♦°i°i°♦°i°♦°i°i°♦°i°♦O♦♦♦♦♦♦♦A♦♦♦w♦♦♦♦Ae♦♦♦♦pe♦♦♦♦♦♦♦♦♦♦iiAO♦si°♦°w°♦°♦°i°i°i°i°o°i°i°i°e°e°♦°i°i°♦°i°!°A°♦°i°i°♦°e°s°s°♦°♦°♦°♦°♦°s°A°e°♦°♦°i°i°i°♦ ♦A♦t♦Ot♦♦A♦♦♦♦A♦♦ :p♦�,♦�♦Sa►p♦p♦pep♦p♦p♦p♦pAp♦p♦p♦p♦p♦�y♦p♦p♦p�pAp♦p♦pop♦p♦�y♦pep♦p♦p♦pdp♦p♦p♦p♦♦♦pOpep♦p♦pApOp�►p♦�♦!,♦p♦p♦pApep♦p♦ ©. ��►w�>♦♦w♦�♦♦♦♦e♦♦o♦♦A♦♦♦a♦♦e♦♦♦!e♦♦d♦♦♦♦♦♦♦♦♦-eeeeeeoe!♦ • --.--- . -. � ��t►i`'� _, --�,,. .: ♦FilivIMAMo_ ♦A♦°♦tA-♦°e°r►♦♦♦♦°♦�i°i"♦ +o O°♦°�i�°♦°ems°♦°♦°♦ °♦°♦ °♦°ems°O°♦°cam°r°♦ °♦°e°p° ♦°♦P°♦°♦�°is�i♦♦♦�►�` 1ees '►°�►r i.,:,,, a� •��oAeo�►♦_♦♦_♦�A..��♦�e�♦♦♦♦♦♦♦��.♦.��♦♦♦♦♦♦Rs�♦♦♦�A.♦♦♦se�b�e�s�seb�e�l�li♦�♦,♦,e. _ - .\.i.; . - ♦A�w ram. 1 r A I► ,/� ♦♦♦�1l..ew�0♦A♦��♦♦��♦A`�Op0�0�►♦��s00�►o4►OO�e♦p��000osOO�,��dOOs�►eO�ipQ�0�000�?eO�e-e _, A ♦i♦wPepe♦op♦p♦♦♦pop♦p♦p�p�►p♦♦�►pp♦e♦ppop♦p.♦op♦p♦p•�p♦p♦eypp♦pepp♦♦♦pp♦♦♦ppp♦e♦pp♦peppy♦p�p�popee�es�w��p�pwpepspspOp -- _..� O♦�♦♦e♦♦A♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦e♦,e♦♦d♦♦o♦♦♦♦ee♦♦♦♦♦♦♦♦•e♦�♦e♦-♦-eeeee000 ��♦♦O♦♦pww�►°p♦e°♦°O°♦°♦°♦♦♦►♦♦♦°e♦♦°O�►♦°♦♦A♦♦♦♦°♦♦♦♦♦,•+♦♦♦♦e♦♦♦°♦A♦♦♦♦♦♦♦°♦e♦°♦♦♦♦♦t►♦♦♦♦pb♦♦p°p7♦°♦�O♦♦♦!♦!♦A♦A♦e♦♦♦♦♦♦i�li♦♦♦♦ -♦°i°i°♦°w°!°i°i°O°i♦w°b°i°i°o°i°i°i�i°i°i°i°i°i°i°i°o°i°w .. ..•♦°♦°♦°♦°o°i°i°o°i°i°♦''♦°e°♦°i°♦°d°♦°e°♦°i°i°♦°♦°♦°♦°♦°i°w i, _•� .�. , A♦A♦♦�♦♦A♦♦�o♦A♦♦y♦♦♦♦♦w♦♦♦♦ e�♦♦♦♦e♦♦ev♦e♦�A♦♦♦♦dde!lssse♦ � , ��,�� e°e°i°A°♦°♦°i°♦°♦°i°�°o°i�i°�°♦°i�i°♦°♦°♦°i°♦°i°♦°♦°i°♦°i♦o♦w♦♦°♦�.°♦°i°A�i°i°o°i°i°♦°i°e°i°i°!°♦°ice♦°i°♦°♦°♦°s°O°e°�°s°i ; �, I � ,� ♦°i°i°i°e°e�°�°♦°i°w�♦°♦°i'�i°o°ivi°♦°i°w°♦°i°♦°i°w°i°i°♦°i°w°i°i°♦°i°♦°i°i°i°i°♦°i°♦°i°♦°♦°i°♦°♦°i°♦°i°♦°o�°♦°i°♦�w°e°e°e°.°.°o° ' �� I.�.O ♦♦♦♦♦A♦♦♦♦�♦♦♦A0A♦♦♦♦♦♦♦♦♦o♦♦♦♦♦♦w♦♦♦♦♦♦e♦o♦♦♦♦we♦e♦♦wewp♦leseee \ � � � ; e4p�ppSp4N,pApNM�►�p�p�p�MAp♦sp�p�♦�p�p�p�p�p�p�p�p�p`p�p�p�p�p�p�p�p�p�w�p`p�p�p+p�p�p�p�p�p�p�♦�p�p�`�pp♦p�p�p�p�p�p�p�p�p�p� ���I!�� I �►�� �p�sNp�po��p�p�p�p�p�♦�♦�p�p�p�p«♦�p�p�p�w�p�p�p�p�p�p�♦�pe♦�p6♦�p��,�p�p�p�p�p�pdp�p�p�p�p`e�p�p�p�p�p�p�p�p�p�p�p�p�p�p�� ,:��,;���.--; ,�� �.1.�►��, _ t♦♦♦A♦♦eA♦♦A♦O♦♦A♦♦♦♦♦♦♦O♦e♦♦♦♦♦O♦O♦♦♦♦♦♦!e♦♦♦O♦♦♦♦♦♦♦♦♦♦♦A_♦, 11 �t.�■ oal, - ppp��♦pp��epo�p♦pospppo��opopppp♦ppp♦pppppppppp♦pppppp♦opp♦pppeppppp♦pp♦pp♦♦pp♦pppep`ppepppppppppppppppppppppep�eepepopo - . ,� �, , ♦��♦♦♦♦o�♦♦Ao�►♦♦♦♦♦♦o♦o♦♦♦♦e♦A♦♦w♦♦e♦d♦♦-♦♦♦ee♦♦♦♦♦♦o♦eo�♦se � i I I I� 11 �,�I�, Ap♦��►pr1�♦,,�M,�♦pQ�l�.�d�e�p♦e♦AAp��♦p♦pbp♦,�♦t♦p♦p♦p♦eO�y♦p♦,�Op♦p♦p♦pAQdp♦p♦p♦p♦'Oprp♦♦dpep♦pip♦p♦p♦p♦p♦p♦p♦♦♦!s♦e � , I ,,�� ►�. • e=*�� ! O ♦ ♦ ♦ ♦ AA�o �: '♦24% ' r°e°�►°♦�i�►.,-��i♦°♦°♦°♦°i°e°♦♦°♦e°iv°♦°i°♦°e°i°o°i°ae°w♦♦°♦°s°♦°i°i°i°e°i°i°�!�i°e " J�; � �D�'��� �„'�,; e♦♦Ae♦♦era �t>'.♦♦♦♦♦♦o♦e♦♦s♦♦w♦wew�.♦d♦♦♦♦♦♦♦e♦A♦♦♦o - • - • • .. ��1�� ' • . - ♦♦w♦o♦♦♦♦♦� ►s ��♦♦♦♦o♦�♦e♦e♦oe♦♦e♦♦♦♦e♦♦e♦�o♦♦♦♦♦♦weo �.. ,e�� , .i��, ...��.�� •�♦♦♦� �►.A,,♦♦♦♦♦�♦s♦♦o♦e♦♦♦♦oe♦♦e♦♦o♦o♦♦♦es♦AAA♦♦w♦♦♦♦♦♦e - � � :,- , � . .. ♦�►♦pOpr►vp-t. yew♦p'�pwpwp♦p«�♦p�'pip♦�►♦ir��►''�p♦♦'�j'�p`p♦p♦Q►'�p♦pA4►�'pwpApepAp♦p�'p♦t♦pip♦p♦p♦p♦p♦i►♦p♦p♦d'y♦Op'1'�►°•j►'Dp'�p♦ppp�' �1��� . I� �1 �, .. ♦♦e♦,�A� �►♦oo♦e♦♦♦eA♦♦�♦♦-�♦oe♦♦e♦A♦♦♦♦♦♦♦ez♦♦Aw♦oew�►o♦�.♦ �� �� ��t� -- . ♦e♦iep♦♦AM♦oA♦�♦.,�♦sip♦p♦pop♦♦♦p♦Awp�►s♦p♦p♦w♦pe►♦p��♦p♦p♦`♦p♦♦♦p♦p♦pAp♦p♦pep♦p♦p♦p♦e♦p♦p♦♦♦p♦wop♦s♦p♦`♦pwp♦ oo♦♦♦►♦♦�000.b♦o♦♦w♦♦♦♦♦b♦♦♦♦o♦♦e♦A♦♦ee♦♦♦♦oe♦♦ooA _ , �- ,r �� o�♦AAA♦♦e�♦ �.♦♦►♦eoao�♦♦♦A♦A♦eeA♦eee�ew♦♦♦owA♦♦w3 4 ♦♦♦OAVAv ♦ ♦♦♦♦♦� �� ♦♦♦eA♦♦e0♦O�iA♦♦e♦♦O♦♦4sA♦♦AO �'�'. � '� .�, .. A♦♦AAA,4,►♦♦♦♦00♦♦♦♦♦00♦♦♦♦♦♦♦♦♦�1♦♦Avi♦♦♦ee♦ �i�., v ,■■� � ■ �� ♦ �♦e♦ww`�:�♦♦♦♦e♦♦♦e♦♦♦o�'♦♦♦♦♦A♦♦e♦ee♦w♦we � �•�/• � 1 ,1�r� �/ �� � � - � � •,. ���� ♦♦a Ao,.o♦♦Ae�♦♦♦♦A♦♦A�♦♦♦♦A♦♦♦♦owoeA♦w �� ����i1�;, �' i � �� � . ♦♦ems _ �►��♦♦d♦O♦♦,�♦OAO�p♦♦♦♦♦♦♦♦O♦A♦♦Ostia � �r , �; �� � �►, � iii �u�, , - Aow��♦♦♦pepp♦p♦p♦pA♦ ♦p♦♦,�I�pvt♦we,,♦,j,Ap♦,old♦�4�0♦,y i�1 �,������ ��',13 .ire♦♦♦eo♦e♦♦wA♦so♦a�oeAe � ,.r. i o i ass♦e�♦es♦♦♦♦b�♦b♦♦A♦o ��� 1 � - .. use:ee�o♦e♦eA♦eo♦♦ - y�� �� �„ � \��` -r,�:�=pwpppepeep♦ypAp♦,,op♦pepep - � � •. r INNER r ♦MWA ON ♦♦o♦♦ A . L O °0 ° r r / / l ) I ��...1..��� NOTE: BLOCK AREAS SHOWN PER CODE OF /�j/ ( l I r ir�E pLTH aF�, DEVELOPMENT "SOUTHWOOD PHASE I -A //o I\ \\\\ / I soCLINT W. , NEIGHBORHOOD MODEL DISTRICT CODE OF I / I I u�• s F L'ET DEVELOPMENT." / o \\ i — — — / I I :Lic. N . ' IJ" \ \ \\ I S60 \ o /\�/ o \ / I I 4/01/2022 \0 /�° I \ \\\ r O 'i\ 1/ O O \ \�O 0 O o ° \ m N c \ / / \ 0 O \ \ p > E \ \ o o \ °0 °E °°° \\�'� 'w NE / 1 \1 \\ /p° / \\�/\T\ /ow O ' Lu o N 0 L iMNXri Oo 00 0 ° 0 0 D ° ° > pc oI ° °c0y o ¢¢o / ,{� \ RL'T\ / ati 6LL 0 In !n /I o- °\`moo\ /°Ooj .// 00�� �� \.`\\ �/� / / `/ �M �OO 0 \ 0- OO \ _ °�. \ \ro00 / Q�\V /o°O� Q % \ \ o BLO6K 1 . /'� Q /� \ 0 0 / // 00000 °p / 0 0 0 OC 8 \'_\ 5 - \ \o`�'\��,;\ /// 0 tiry /g \\ V/ 3 / \ / / p Lu u ' !/. ° I 11 i / \G DATE K 3 a oH o LU LO 1 07/0812 i o \ �,cf ' \ \ DRAWN BY O. L L J J L J L L J J / �,�1 0 v B L 0 B 5 ' �\ v v J.FOX o ° \ / i 1 _' '' \ �OF� \ • DESIGNED BY ° q _ / C,� v o R ok00-00-05�00 / Fs \ ° ° \ \ \ v / / �\ v \ 11 \ \ \ • C. SHIFFLETT ° \ o HOMH °0 0\\ _ `�} — \ i \� V \ � 0 C� S;MOR���TlyyyMflAVIbE-746 / o J ° b I — _ �� rm ^�K / \\ \ • CHECKED BY / \' \ \G \ \ O RES ENTIAL \ O �o ° o \ �� �\ o �Ov�\ 4 / U J/ 9 �T C \ Q O °g�F D8. 3 G. 544 . / \ \ • C. SHIFFLETT �� \ �\ C \ PAI I G I\ c O \ s• ""°, = / / / \ \\� \ \ • SCALE RCEL 090AI-00-00-001D0 1-150'THIS PSOUTHWOOD CHARLOTTESVILLE LLC C I s O as �a /'; , ` / / \ • R2 RESIDENTIAL _ I °0 DB. 3375 PG. 063 I II o — BRA in L Kj \ \ ° ° ° �y \\\\\\ \�\\ \�LO 7o D\ R ° 0 °° 0 °TF/g9VT2p•0 '/ 0 0 \ \ O 0 0 O0 O O o�Z /> Bp"Lu \ \ • N I \ G 11 �% I C < \ CL €�..— ° D° ° \\ I�I°�B 298yFA v/TT /01 ° °ZONE 00 0 ° Q o ° —d= /jc I \\\ \\ \ \\ I� I > ICLL 10 uGT it. 0 <II 00 to u %rT I` / JI% w 1 o Q00 O O 0 0 °Lu 0 ° ' ° ° o O do, )III ° ° u �°° 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 � W ° ° ° °J >° °° �O J / 0o o0 0 ° x\us I CO //</o � ° Lu � 0 � > 0,W 0=lzFF, ° IY_ °J Lu _ O O O O 0 0 0 \ Lu BUSCU/T RUN \ \ \p(\/J \ ` ` \ \ \° o `\ / J `\—\\uGT _`UGPI JI /•A/' I 1 ® \ / °400," �%4� \ ,�\\\ \\�`\1 co /_ J i/I%/'/•9 / FOREST VIEW R O° 000°°p000°�00 000 0 O ° ° ° °° ° /0 O \ \ \ \ \ `-\ ~ ��� \ \ Q / -; \ \ \\i 1�%,\�\� S✓% F�eEeG �6 ; // / O _/ \\ / % 1 ° ° 0 0 p 0 0 p o ° / Oo ` �. \ \ \ —_---- `�\ / c9� av rv/ F �p0$ JOB NO. / ° o 0 o ° °� \ ° 0 ° ° \\ \\` _ \\\ �� . sF Y / / / �P�. �/ SCALE 1=150, 1110 47039 o O �`� ° o ° \� ..��,' /' \ €e, `,� 5��// SHEET NO. 0 Oo°°o OB p �,°o \\\ `\, _---_� \ \ \ / Fe �/� I -A^ eIII`\\150'\\ f300' C4.00 L ,. CLINT W. St 1 02022 '• 1 1 .1 LU LU IN -1 co K OVA, ■ • • ■ q ' • ' . r '539 SF LOT 14 4012 SFC ' WOMEN — oil ® 07108121 •.. ' 1 !► �� �� �I------■il -- --lily-------■i■I -- i�--------ls I■: � !■II � IfE� EI �� ��• ��� �� � BY m�LOT 17I' / - ' \SNOW W16 I E- � ` ♦ `OZ140 Or- k DESIGNED BY • . •. •� I •• •• II • - ��� All �. II ♦ • 11 1 - ■ • 11 1 : 1 1 - • 1 / 11 1 1 .. 11 -l�l III EBYTT C. SHIFFLETT o. ..,..�.. \ __�i■►NCO.®���I�ils�®I!®�;,1�-- -%;�` i • �• �ti_•�` /r®s©4i1� mil►, •�T ���—s .�,. ■■®—.� .I ��■—r©� I �I �;•,, �i�®-� •�--ice:.::' ■ ■ .,-� i�'SCALE I Oro, L I I a _ \ ■ / ME 11 �= 01 M71M7 inn .\ —_ $'.. ! • 1 • • .,• M, T IG - '► 1SF 1 •. v L o ° 0 °ol 1 0°° r°° ` d°° 1 - / � ; \ \ BLOCK 2 - - - - - _ _______ - - --ate 0 l _ NHo UGR '-° 1 .02'R---- R3 _ -----_ SAOTE _- 4T1 9.1 0 — /F \\ — - __--- --- c 0 -._ — OHP— � _ O \ / _ GP _ 0 / I °o C,00 \ \ /oo a ° / �L ,rv...<, I -+-�- -- -- \ OF OHP� f o / / 00 \ 0 ° 10 ° �VDOT-SIGHT d ". � -� \ M U /BER 7ANCE i DISTANCE 80 0 00 0 0 0 EASEMENT (39)0 0 0 0°\ 0/ ADU 0 0 o MU° 1 °% °o /0 ° I A0 \ .0/�Kg ° cBLOCK 0H 1A0 q° ° 00 0 0 ° // / J - - - l/, T L C -\ / ° / O ° 0 \ ° 0 C� 0 ° (8) , 'L! g J J I NEIGHBO M L �\ o 0 0 \ \ / o ° / ���ti, / 0° ti G - g g > > > > > V > > > (31) DI \ 0 0 \ \ 0 0 /. /QJ �� �� 0 �/ / / G ADU DB. 4 19 Cam` \ _ o di G--- `� ° o \ 0 0 J� ` / 0 a�0/ / B G / \- G �— .O0 0 o O ° $°/° O 1 ;s G� 'n ° ` °�Uo BLOC\h c o o 0 / / 0 0 / / / Y �'� J k `�� G> /� ___8/TTERN T L6N� o 1pmp OHP— I\ ° °1 0w\ _ � _ � $ — —_ 9 �`\ \ � o <.. \vj, t - \ \� I i ®°110°0 _� �A— �� ----°° 0000 '0 ° o oho O oo o o o- o®° 0�G �IIjI \L � O \o �� 0° c \v�/_�/ \ WJI , li7 IlIi 1 n ° 0 o °J°/° O°°/ _o° 0 1/0 oBLOC '°° o /0 0 °. ^,-`, ° ,/ ° ^ PARCEL 090A1-00-00-001D0 00 `iSOUTHWOODCHARLOTTESVILLELLC 0 0 D % I f \ \ X ~ \\ I O � `Gy vv— IARTO �IIiI ✓ //\\\_—�J --�\� I J / _ _ R2 RESIDENTIAL U DB.3375PG.063 no ; \ U/, o BLOCK 3 \� 0. I°0°0o / o °o ° PA ° ° -4' (4) ° ADU ° L W ° `o 0 I"3 (4 0° A 0 / 'O_I1V 1 � 0 ' y1 MRU G GAG G ° �p A A� I C3-1I �/ /j/j \\\\\ \\ \\ O /� 0 C� W \ -rS O 6 I 0 V ��45/� 0 0 / tj -/ / �/�V�'� \\ 000 00 / ,. o �\ N E (j0 Q Qa �J BL K 7� �'�G / . /� \\ =—�w� / /• 7 ��\ \ / // \ \ j % \\\\ y \ Z \ \\ U 0 ° o �� ` ° 0 oa-P o 0 0 0�0�0� �o yo 0\° o ° 0 0 0 0 0 ° ° o \ % aG —� \ _ ° 0 0 0 - \ - �_RSgN_-= ° 0 0'�-0 0 \ J \ J� \ o \ ° 0 1\ °00 / �/ r / \ \ ° ° °° -� �UF= � �� 0 0 %t �� UGT,Q © O &a "�\ � _Y) (� p l i t l ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ��� ��� ° °13 UG !' OC / �/ T� L —/�J1/ // /� 3':�y� \ \\ \ �. C ��J Tj-1 \ 0 0000 °00 00 00 �� v o0 0 0 / a / ! �� •� 0 0 / II0 0 °° °pOOO°0�o°0 o°°o \ \,\�\\ °0° o °00 00 \ 0\ .. \V 0000000�. / \}0 000 0°°0°°° �O°LLJ /�>00O \\ r//\ u-/ r \�-- 00 co 1p a \ 1°`° \ �� J \� UGT j / � / ° O \\° ` ...✓✓✓ ` `k /� y _ ,� 0 o 0 ° 1 'l 11 / V/ � \✓ - —UGT / 0 0 0 0 ° 0 / I 1 jl ° / / Ci / / < \ UGT —UGT f j UGT ° J °° G co �, I Z, — UGT / O ,i o SCALE 1"=100' 0 100' 200' TH CLINT W. S F LET Lic. N . SIJ60 4/01/2022 tWZO!1AL �rs,C�G Lu 0 DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=100' w (W V 1� Z a W 1J1 w J Oz J m w WQ0 }L r06n w z V I^ � Z LuO D O C) O O ,O V 1 JOB NO. 47039 SHEET NO. C4.02 L D \ 0 o / / 00 \ \ ( — ' >� o ° 00 / / o \ \ \ °o ° + AMENITY SPACE o / / o \ \ I � ° o° ° / (1059 SF) o / o ° o \ o ° / \0/0 ° / / ° \ \ / °q ° ° BLOCK 2 / / �...: ° / / ° \ o ° / o TOTAL GREEN IGHT 0 0 - \ \ / ° MANAGEDje SPACE WCE s / /i o / I ° \ \ \ STEEP SOPEo S o ° (48351 SF) ° / I \ \ / 0 //:::;:; o /) TOTAL GREENor ol 0I +I \ 000 \ \ \ \ —� 0 j SPACE 0 ° ° o I \ 00 \ \ \ \ ' °° + / (595180 o SF) O/ / > I V \_ ° ///oP�oP� I I °° \°°OJ0 aC0 �. ° ° 1 BLOCK 2 / _ L o o 1 ° o o I o/ 10 o CLASS B TYPE 2 K LINE o ° PEDESTRIAN TRAIL TEFEST �- REC. AMENITY (1493 LF) 0 So BLOCK 20iRI ----' __-- --- LYNCHBURG ►A �e�S ��jj ' ' I I CLASS B TYPE � J (230 LF RIAN T PEDESTRIAN ��TRAILI 3ARK1 (4434 S ) I -0 PE TRIAN TRAIL �� + \ I (230 LF C \ $ 3LOCK \ I 1 1 11 1 J \ (1191�F) I� I o \ 6 0° (297 L) D "/ C PER SDP202100006 _ I \ I �\�/Q\✓ \\\�°\ ( 0 ° ° WITH AD/JUS�INITIAL SITE PLAN APPROVED ON oo°° 0 3/9/2021. PROVIDED �\° R REFERENCE 0o0 ON_i /I TTE—RNUTvL—�dJN-1 E/ LY — — 2 RAIL --- -� ----------- ---- --------f---_ --------- �_ -- �- — —--------- --o - — — a� ------ ---- — — ON BLOCK 1 + — ACTIVE USE REC. C ? O C AMENITY (6500 SF) I I — G1 �— OHP�/ I / 1\ 0. 00 ��\\ \\=�-- $° -- /'-_ / PARK �` ::.... r (3940 SF) CLASS B TYPE 1 �. CLASS B TYPE 1 �o o -✓PRI0MI°TIVE TRAIL / .o..... .. " ❑ /p, \ L0 Ii II - I n (1711 Lo) (405LF) I I 0PEDESTRIAN + I n y o \ 1 0 0 0 0 0 0 + CONNECTION ✓/ \ / / \ \\ �- �° I I I LI of o /' . • (115 L) II / / % ` / I I I \\\ / Y \ I I I of I �C7 ......... . o ° + 0 GARDENI I - I \ + \\ SpN � ° (2693 Ov 1p CLASS B .a. ,r ::` / TYPE 2 TRAIL Q0 LOC 1 \ / PER SDP202000048 I \ + \/ / � APPROVEDON o o - / /� \ B L 3 11 /23/2020. / ° , o ` / PROVIDED FOR `� V U - — II J X I + ° X � REFERENCE ONLY � \ —'U / c�(`� \\/^111"ij /'/ � I UI j ' \`� iW o ° ° +` 0 0+ \ / \ (2555 S) J / I j / 9Z\ �C UGT l 1 I\ GLJ + 0 00 '+ TOT LOT `- I G / / / ` / / /- \\ \\\\ I L/ / + 14 2 F TOT LOT i .� 0 00 I \ ( �) j (1866S1F)il +/ / / / —� '� \,/! \�\\\� ` 1\\° I ��\� Y 0 ° o1 bb F o T 0 ° o o .o \ � °\ �PARK 08J I° o jyyy 1744 SF (ARK ) \ o \ TRAIL LID K 6 \° / PEDESTRIAN . 0°0 0 + o CONNECTION - SL L.. '� / /� l,/> o (107 LF)��'� ° o \ °°° ° ° �, / i / u / / �x u `� (1855 S) V VK I LO ] I CImo' _ ] n \ / / \ B / _ V 0 0 ° '\ �x v j �C COMMUNITY / CC ��L ° 00 ° 0 GARDEN /� x jC �% \ \ R. \ \ \\� GC Q I ° o k �'\ '\/� , / moo' °� \ / \ J \ '/ • ' 00 ° 0 ` �\ /�\'\( ' TRAIL ::.: /�C/\fin / / G'�' • '',\ // q \ J �\ \\\\\ \ \ /� , \ 0 ` ° 0 jC /� PEDESTRIAN `\/ \ 0 •�o o+ \,\ CONNECTION y\ / \ \ ^ Li /\ °\ ` UFF {/ Gc t \� WIn ° ° o\GP0 °"o UU/� 0GT� 0 0 o 0 o o 0 0 0 0 0 °00 `° 0 /\ \— 0 ° 0 ^Q°° o ° o °° °0 0 00 °/ I ° o°0 0 °Oo O "I°°0 o 1 �✓ 0 0 ° ° ° o 0 0 0 0 0 00 °J ° °` o S`---c0 00 o° 0 °0 � 0° 0° \0 I r- 000 °o° 0 II y \ \ \ + 80 IN,��� \ UGF \� \ \Y o 0 0 o o ° + \ 16 / cp °oo I0 vv II kt o ° (. I / 0 OC SCALE 1"=100' / 0° + \. o / V/ J,�� \`\\�)p�V \> <\ \\0 i�GP C \\�\ / 0 100' 200' / ° ° ol + / I �li o / I N TES: LEGEND 00 +0 0 / I - + I I I o / i <\ \\\ GTE — - 1. THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF I ° PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE / / 0 0 ° ° ° 0 0 ° ° ° ° ° I / `I \ <\ `\\\ \� / /U 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE OPEN SPACE / 0 0 0 0 ° I °�� II \\ EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF I / o ° 0 ° ° + I \� o THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. 0 0 \ o - GREEN SPACE / ° o ° + + N\ o �/; 2. OPEN SPACE SHOWN IN BLOCK 1 BEHIND HOUSES WAS PROTECTED BY A TREE / ° ° 1 1 �� �f' PRESERVATION EASEMENT AS PART OF THE SOUTHWOOD REDEVELOPMENT - VILLAGE 1 \�\ o,. / 0 ° o ° + ` I1 1 %�\��;°� �_ / (SDP202100019, WP0201900062). . RECREATIONAL/AMENITY '�O\/- \ SPACE i ° .T F CLINT W. ?�7 S UFFLET Lie. N .54380 410112022 �004YONAL w Q DATE 07108121 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' w (w V Q 1� I w LU LL. Lr p2 w J m Q WLL o VJ w w 0o0 w O O T� i O V ) IOB NO. 47039 SHEET NO. C4.03 L -- _--- 000 cr ° o q \ �W \ o ° / // _-- �� \ o Q9 \ a� wp� o� a Npp83 '\\ /\ \ I \ ° 0 O o �^ 0 SCALE 1"=30' 0 ° ° ° o 0 0 0 0 0 oo Oo 0 � \ \ o o Y/V j°�\t \ _ \ \'\ \ / \� / I I. I. / / 1 / _ — — — — — y X r STyTERO R( 0 30' _ 60 /00 y `�."�. , .y \' 1'•ii. �/�� VAR'pn. T��J7 — — / / \o \ \\is——i—�'\� 'V,\'\\ .1./. / o PARCEL09000 dOO-00 �-.\ltl\\\ 1.1 �1' �' 1' / / // \.\\ \\ \ / \ — — — — — 0°- 0 COMMONWEALTH OF VIRGIIWA L)Lt \l�OF - - - - - - - - - - - / 0 CONSERVATION&RE I�EATION` I /'f / \ ✓ ./\_` _----- - -- '► \------------------- /O ° RURAL AREAS , D8. 3835 PG. 706 ,¢os> / / / / , 1. ' 1 ' \• 2 ' f � / . _ _ _ _ �' +.. � - _ � .. — ot o°0 C. ZO-Y-R_ o / / r :/. //. y / ! 'PLO PL,AdN — - '�. — — -' °• ' . S LO S OPEN SPACE DEDICATED O C • _ IN AS PART OF THIS PLAN 0 =0029 / OPEN SPACE DEDICATED AS PART _ , r ' / o ° / • �. / i ' . — — ' OSOUTHWOOD VILLAGE 1 6- ) - - - � / / � , . , / ' { • / //. ' 0 � o SDP202100019, WP0201900062 / / '/. ✓ / r // 0 o'o. o 0.0 PRIMITIVE TRAIL' 0' 0_° ///' •r!/•/ .EPEE lVE" `'/ �. ♦+� '�%�. - _ o °po'o - �'�. i -_'r , ,, ./ l l / , /' � / N. ER 4eO up SOUTHWOOD VILLAGE 2 LIMITS OF DISTURBANCE ,00 F-1 i F n---- �/ / / / / _— — F't -n 7 AH ID T / .�' / • .I 01 I �--I-�---I-- \ \ ,. / i • a . /I 1 14+42.55 / 14+00 / 13+ 0 13+00 /12-+50 -12+b0 — 11t50— — 11+00 10+50 rl \ \ \ \ / / ./ ./ / • / I11 \ I 1 \. .1 I I , / / / / / ' v / , ' / - - - - - - - - - - - - - - - - - /\ '\ \\ • '\ \ \ \>'r� \ \ \ \ \ TRAIL PEDESTRIAN . CONNECTIONX I \ I I' PA K 1 I /'I. .' {i, �. .\._ .\• \ \ \.a ,, .1 `.1 .\: y. 'r. I I I I l l � / /'j ,r / / ' \ � / / _'' ��-_ _-` `\ /l 1 '�.' 0 \ I\.i \� I 'I I1, Bb .D 20. 0 0 \\ 1 SOUTHWOOD VILLAGE 2 ° 1 �\� _ \'\\. ° \\'� I \ \ \. 1. LIMITS OF DISTURBANCE o 1 11 PARK o \,\ •• \.101.\' \�'\ � .\\'\. \� 1 1 1 1 1 1 1 I , — > � ' / � \ \ \ I � I y I .I, O�407,9 o — — — — \ \ `� v a .v �. \' \:. \ \ - - - - _ - 2/', , / / _ / / / / i /' / LEGEND / o / \ \ AS PART OF THIS PLAN \ \\ \ . - / t r► \. \ \ \ sy \ \\.�\. \ \� _ - - �. � .\ �' \ il. / /. / 1. l' y' / / , � OPEN SPACE uN b° GREEN SPACE RECREATIONAUAMENITY \ \ b \ \ o `/ / \ \ \ \ \. \�. \\� \ \ \ \.\ SPACE TH CLINT W. S F LET Lic. N . 54380 4/ 01/ 2022 ATE 8/21 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' w (W V Q 1� I W > ^a Ld 0� w J m Q WQ rarnn LL vJ LL w r:: Z w c) o W O C) 0 0 T� i 0 U) JOB NO. 47039 SHEET NO. C4.04 L , °O f% _ - - - -- - NUTH (j / 409 / l \/_/ / //\_ _// / _/I \// /_/ �//// l/ /s- ,/_ I/ I / /\/ _// /\� //¢/ / \/ / //1// \ /\ / •, `/\/ I�/_I � /� 9'// .�/ � �/ w \� 2\/ /\/ov / / (7 / °/ / \ '1 0/ \g/\\/Q\o\/W-?\o/ a \ 0/ \ v �\ - //\/ I / \/ /\ ` /(2\` \/0\'`\\/\/8 / �1�1\//,'/4�/..`"I� / .;0\\, /:. \\ \. // \/3`/`/ 0//\ /�\0 1I 1 / •I 4D•/'./�0' \/ S \�\^.11 31\�h 1 .\ ./b�0o� 2\ o°\s°/\ \ue\�/ / °. I\, 1 '/ \/1 / / O\'\ �.q\HO'-- /1.E/1'k1o\.'w0\.�'._.�'q.0v 'k\.��_'—'-�r.\\ 'M1A.1'.\1'..'./.�5�\A!� .I1.\`1/ \1b1 I�\ \\I \// o.N 1T I \ \/ �\I/ I2` \'WT4—.v yW�1dTB\I.1I3.I ..V3yI 1.\..�I0.�5/l... 1I0I .4 . 8\s1\1I.I\/18'I L_3I` I�1 61 I1I6\3h'�/'2/ `I :/\ \Al I .C\/. —/'10ir2../,..0 ./:/ .: / N/a�n.— :. .//.` 1....R ` i0.A\2../ .�./\�\._....a1'<\/ - .1 <L!�/�'./I-''. 2\/ \ -z.„/° -I. ., �-.M--..!1./�/ .1 _.\_-I�.�a-`t1 \� �/ _ / °\N/ wW9'-1 12.L\ ..1 / , _ /- — v/_/'./ \.,)_\ / -- I / 0BT1W\11—I0,5✓I/44\3 \ N 0 23 / 74•0,�— .1'/660/38.0 -.° , - %/ '\ /// -// �/r /, -:/ ..4\..-F3.W-0I- ._-...F.fl_�- _ .•. -`/._\.--.-�\-. `��////\ \ I/ I / ///°_ ___ °�\/ \ p\ //I \� 1r/� \ / / \ II j• vWativF0 i•N°`—o CLINT L IN.T NOOVQ>JW �UO20ati^�G. 1 Oi0001, a \ 10 \ / OOS F LET �/�• NUO20ati ,m >�-. w / -- - - - - -°° 0 0 t00SCALE 1"=30' °00°°O000 ° [IJ6•4' to Lic yT /2022 0 3060 °�0 U woo o W/D7y h6ONAL ° �`�--------- � u; /0� �J------ E° - -- - - - - - '�- EFFECTIVE 0 0 S 0 °°/ 00 FLOODWAY EFEEZ 770 _D_YR o PRESERVEa' PERLOMA o° L,o _—----- &PEPOpSLL CASE NO. OMA CASE NO. 0( L21-03-0029P 21-04-0029P ° ZOo %0o0000o o 000000O 0 °o/ a 06,0 — 0000 c0 FZ oo ---'__o 0 �LLLU 0° LU 00p----- 0 o o 12 ° -10PRIVATE DRAINAGE EASEMENT o o° 3- °o w CTIVE6 213 11 100-YR � -I34--- / -® PER40MA /°CASE NO. U U ° ww21-0-0029i 0 TW 20.56' °0/ _SW 17.27' N / LU/TW 19.73' F BW 17-04- fi¢ \c z ........... / DATE 07108121 O ........ } DRAWN B i Y 12"NYLOPTAST ASI & 12"PVC J. FOX DESIGNED BIVQd YPIPE, ITYP. 129 N\\ C. SHIFFLETT7 v �134 c� CHECKED BY W y /123 C. SHIFFLETT319 SCALE 1p 01 O BLI +� L4 RANAG �- - - - AS ME `Z'- --- 20' TORMWATER\ 2 PyyBIC A411.08^TW .54' 409.42' PRAIaGE w EASEE4SEMFNT 114 AW 27.- - - - - -- - -- _- I—} T INTW432.94 426.50'SEM 20'RRIVAT�\ ° 4244DRAIN\A\C- ACCESS EASEMENT\ 11 111I VARIPBLE IDTHSWM FACILIT1I MAIN ENANCE\EASEMEBW410.64' DT-.„cQ .. Q LL LU o �-BOARD 0 XFENCE J` \Jl ° 0 -- - - - - -\ ° 0 0 QC)°•191 06 0IN LU o \425.93' z1W422.66'Z LI O i�n CE 0 EME °` 00o a o 0 0 01 —415 — \ I 0 \ ` / / `\ \\` _�`— — _\ �._ IL 1 I G / / / / / / / JOB NO. \ \ o47039 \ \\ \ \ 0 \ \\\\ ` SHEET NO. 0 \ \ ` o / �/ / \ \\ ` \�\ �` \\ \\ \\ ``\AID`\ ----- \ \ \\ \\ 1 I 1 1 1 II 1 I 1 / / / / \ I \ \ L ou o 00 \ \ o ° / \ 000 O ° ° 1 0 \ ° \ 0° ovo /0 0 0 \ o _ 0 0 // // 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o 0 0 0 0 0 0 0° o _—_\ ` OLD[ yNCH SCALE 1"=30' 00 / / / / z00. \ o �� / / / - ' ST,q;, BURG (VgRY/N RAW 0 30' 60' ••!'NUTH U7.01 i� P CLINT W. , S F LET Lic. N • SIJ60 k/ 01/ 2022 LU LL %- ,. o 00 - • • �_ /\ 07108121 DRAWN BY WA�Wd ■ii■I fill ■i■! lisl ■ I■:: ■ !■II - ■ ■III ���• ��� �� � - J. FOX MIN MENI'M DESIGNED BY 387 �, l ,,, '• 1 1 ' 1 1 1 1 53, . � 1 1 1 III It 1 1 CHECKED BY 1 - e ■. Iilll:�l0 w� 1� Ii1 S ®!!_� � ■■. ® ■■i� 1MIN 8� ,— _.,.�. ---- _ — C. SHIFFLETT 1 � .. ��._.- C`.,n����w�w� 11�V/�®•ems �i•®ou>,>•�®.�i �>•ra.. - � " 1 ,rSCALE NOW m 0-9 '� �a►�li ■ : �I loins � �I■I I � 1 II I � „ _ _ ... _ _ _ _ _• �•,.�,'. 1 1 c. �I I • n 1 ■ LU i M7■ 1uj 1 • �II • •. �` © • 1 .• ` I . LLJ , ■l1 �� ■ ` , •J'I-•' • - ' • �� �^� ` 1 , tea• Il•1 1 I. q • . • `S' -• ,r 1' 1 �— 1 1 1 1luv.00 LL YA /r �► 1 �` • . .• ��� 1 ; �r ►��. • . • d 1 • i \ 1 • • . NO. 47039 ." SCALE 83 K 'I- 61�mm • r+ ���=s No LU LL Lu 'm Ln X JIM E loomEm �_Zjj 0 lk Las I I La 11 LIE is im NUM ►t - '��� .._-�i� �► ��� ����� ��� r� ,� .�� fib,, i /A� II'! lii� ���� ins ��! "; ► '�;�� �,9�'� I �� �fib► �� / I l�II VI �i�� ��� _ +'► .���� ' �• �_ � �_�_� i_�_■ i_�_' v--d _�_ � ■Y� _�_ �_ �� � _�--_ 4'j-�- C :ri�-��1�h � Ili .�� � � %`��� S co ►' ��1�/•.�■rl■IN �■ ��■I �—h■ I11�I�^ � � �9 l-r__`1�'G�r©�����L1fR\ins. _ _Jib.//r©3�.����■�� .L �II��■■���® i■���e■��.� i ����■��r©�--- �� �,���`� ',. I�� � �,�; � 'o. ------------- OVA ,I .1. �� �.�Iq `\ i� • DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE �. r" � � IG� � �I 1►,1��� �ASSHOWN .1 .1 11 I W ce LL w ja- a J a O� W Z J U w mz w aQ Li- 10 L O U) r-1 W ? o in O w " V H/' ��I C) V / 5 p 00 9+50 10+00 11+00 12+00 13+00 14+00 14+50 PARADISE PARK LANE TO HORIZON ROAD SIGHT DISTANCE 0 0 50 = HORIZ SCALE: 1"=50' PROFILE SCALE VERT SCALE: 1 "=5 O U) JOB NO. 47039 SHEET NO. C5. 01 HEIGHT OF 435 OBJECT = 3.5' 435 430 / 430 2aj Sj PROPOSED HEIGHT OF _ GRADE EYE = 3.5' _ 425 425 HEIGHT OF OBJECT = 3. pR�2 NO pFi / 420 OL"1% i 420 EXISTING GRADE 415 415 L TH \I\��6 \ \/ \ \\1'\ /dP\ \\ \\ _\/\\� ��0\\_\\,\\,�\� %,�/ \_oo' \ '\-�/ /°/ -\o •/' \\ /-\i �/ 1♦r\/1 />P\� � '/, \II W , / � / ,/'`\bd?� d5 \ // �, \' / 1 \� r\//iI1,�4�/\l/ 0\/ / 1\/I� \ ' /2\/1\ I /, �'%/ _\IIM2I` \ i \■ 1O0' \/ / , , / //\ II / 110�■1 I 11 1 1Al- 11 II `I �i , \II I '/w 11(I 33 I16I a 111 �a \I \ I_c //■ /I \l I / I \s1\1{°/\1/ 012i'\ 231pr, 6!L4 /1/ /\\■/ 1 ry`/M /1\ / 1, 35/\\ .�/_oN`\ -\/-�\ 2- 1/ -s 1♦/_ `�3 C/ h / 1-114/•-11�05 -\3 L°° �s-i, ?' �'�,/ gIII �_'l_��1 / -1 1IIIII -1/'-��614_-3�--�_III 18 / -/4' 2/2/ -' 64 _I_ - --� -I/-'_, -II'w-i-�' 2-_ 08- p0- /O,-p4-1O_�R 1/ 8IIoa/sI os\/-,o®_ / -"N X�13- �X1I -0 -I-. _ w • -�°J- _- -1I'4 o -o-_�_ _-- !I _- -_-� I-T//-' J �- ♦•i -/� 1`-2w 8/-_ 1\- /■1s -_ -T-8-■°, ■�- i --L ■I" ■-I- _--1� _-2-61 - --- a-�-I- -■---��■_1I---_i ----a�rJ ---T '- _ ,,_- -_-,-/I� ---- -1�I �_III -- -' _®- ' _-�- _i- - _� -, - I\_ -\ _/_ - / �/_ � ////1 // / l // ,// -\/I 1 '`\ //\ /6 -\' ,/ F'- //�'/ /�/ - E/j /F/`Z\ �\1' \r°/�_// /1 L1/' // Y ,N, �/I- / \ lc / / \I .0 0 83 o/ °p° 10 /O°o o00cLOL0° - SCALE CALE Q I.,/" o/\ =-,3'\- \ 0 \I-' 00Io ,0 \ B20 30' / / 6/ I i ' �\ 0 \ _' °U ° o 000 /o -° 414°T 1 EFFECTIVE -04 00/FLOODWAV EEE° 0 D�R= SEREa o° PERLOMA FLOaDPL9[N PER- 0 l' CASE NO. - - - - - - - &EOS . (TyPIC$0 21-03-0029P 0029P of °21 000000000oo°Ooo0 p000da�406 `-----/- 0 00 ---------' ofREAMBU ------- - ///100,0 0 0 070 -0 - - 000# 0006*0 / oEECTIVE�o -�-----?! �114- -® FLOODPyAIN PER40MA CASE NO. 0 '209 21-03-0029212 01, ■■■% ♦ ENE Emil vp It 1♦ 128 1 140135 ■ ■ It ■■■�■■■ ■N\\ � 204 � Y 134 27 r0'A S 21 /� E SEMEN \I-122 I 131 \♦- - - -- - -- - 40?\ 132 114 Iwo '•/ 427 424 \b 12 mao °\ ° 10 \ \ _\ /\ \- /\ � / '�- o 0 I \I\ \\ \ 'o V \ I \ bl 1d1 \ 11mil /°o/ \\\II \\ II \\ I\ \\ 1 \ 1 // 108 \�\ \\ ° \\\� \ �\ \ \ 1 \\ \ \\ \ \ \a`y \ 104 104 / / /' v / 1 ° 11 X \\\\\\�\\\ b0\ }\ 6,14 o '078 N\ 1 \ \ \ b �\ -\- O \ \ \ \ b �� \` \\\ \_\ \ \ \ \ \ \ \ \ t9 `M 1 O \\ / \\ \a ✓+r \ (�'� \ \\\�`,-- `\ \\\--\ \\\\\\�\�-_--//,'/ \ O / \ .' I \ �\ ,` \- - - \\ -��\ \ \ \ �\\Ob \�� - - - _�` \ \ \ ° I `�\ '� ice' ,���\ \ \\\ \ \ \ \\�� -�4\\ \-NZ Inlet# Total (Ac) c 104 0.12 0.73 106 0.08 0.69 108 0.18 0.73 110 0.20 0.81 112 0.23 0.67 114 0.07 0.72 116 0.26 0.40 118 0.27 0.55 122 0.10 0.56 124 0.17 0.73 126 0.34 0.69 128 0.18 0.81 132 0.07 0.73 134 0.05 0.84 136 0.09 0.76 138 0.25 0.81 140 0.461 0.72 202 0.03 0.70 204 0.03 0.44 206 0.03 0.44 208 0.04 0.41 210 0.05 0.42 212 0.08 0.44 214 0.08 0.47 11cl n nAl 0.58 i �1 CLINT W. S F LET Lic. N . 54380 k/ 01/ 2022 WZO!1AL *-.> F 0 DATE 07108121 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' w JOB NO. 47039 SHEET NO. C6. 02 L ROUTE PROJECT SouthwoodVillage2 DESIGNER: MJD DATE 4/1/2022 47039-STRM 100 PROJECT: Southwood Village 2 Designed by: CHECKED: UNITInlets my STORM SEWER DESIGN COMPUTATIONS LOCATION: f�+ NI-TH �j�a0e COUNTY: Albemarle Checked by:��/� STORM FREQUENCY 10 .0 0 �Z CLINT W. t UNITS ENGLISH V S F LET >� C• Lic. N . S.J.. Ar 4/ 01/ 2022 ��aiIL • 60001N to ^� E 0 o N N C > E w a E H- w w 3 Q LL o 3 p LL 0 w O w6 ¢_j U000 Z a -ui O w rn C7 uvi rv- a w v 30 )x tVll lu Q v O i ry Z > O O LU LU ~ �rn U) wM 100 a o w 2 2 H O O 47039-STRM 200 PROJECT: Southwood Village 2 Designed by: a a STORM SEWER DESIGN COMPUTATIONS LOCATION: =o LU LU COUNTY: Albemarle Checked by: j j j STORM FREQUENCY 10 0 LLJ � UNITS ENGLISH F ti N N w F �\ Q O N 7 ti z O in DATE � 07108121 O } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT 47039STRM 100 PROJECT: Southwood Village 2 DESIGNED BY: • • HYDRAULIC GRADE LINE ANALYSIS SCALE Checked: • N/A INCIDENCE PROBABILITY 10 Year • N W V J H� z 106 422.36 15 0.34 29.83 0.00% 0 2.96 0.03 0 0 0 0 0 0 0 0.03 0.04 TRUE 0.02 422.38 427.77 OK -5.39 W Q Q J ^ w O < U Q J LU J w 140 410.84 18 2.95 86.6 0.07% 0.06 5.42 0.11 0 0 0 0 0 0 0 0.11 0.15 TRUE 0.13 410.97 416.3 OK -5.33 m U WQ \ w / O LU U) wiz 47039STRM 200 PROJECT: Southwood Village 2 DESIGNED BY: Q p F -1 HYDRAULIC GRADE LINE ANALYSIS W U oz Checked: �/ INCIDENCE PROBABILITY 10 Year 0. w I--1 a O O 2 (O V / JOB NO. 47039 SHEET NO. C6.03 Iz 112- NLET z � dW W U d S W O U � U Hv," O w a d w � a wU �u di",5 c�, � Sag Inlets Only < � w ear � �F� v � � �" ¢ 104 DI-2B 10 0.120 0.73 0.0876 0.000RIQ-IT 0.088 4 0.352 0 0.352 0.0390 0.0208 1.515 2.000 1.32013 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.325 6.000 1.878 1.000 0.352 0.000 1.514 106 DI-3B 6.000 0.080 0.69 0.0662 O'RIQ3T' 0.065 4 0.22 0.047 0.267 0.0450 0.0208 1.330 2.000 1.50376 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.949 6.000 1.212 1.000 0.267 0.000 1.329 108 DI-2B 10 0.180 0.73 0.1314 O'RIQ-TT 0.131 4 0.524 0 0.524 0.0430 0.0208 1.726 2.000 1.15875 0.0833 4.00481 1.000 3.50 0.1458 0.1666 6.480 6.000 1.543 1.000 0.524 0.000 1.725 I10 DI-3B 6.000 0.200 0.80 0.16 O'RIGHT 0.16 4 0.64 0 0.640 0.0450 0.0208 1.845 2.000 1.08401 0.0833 4.00481 1.000 3.50 0.1458 0.1666 7.145 6.000 0.840 0.963 0.616 0.024 1.844 112 DI-2B 10 0.230 0.67 0.1641 O'RIQ-TT 0.154 4 0.616 0 0.616 0.0350 0.0208 1.906 2.000 1.04932 0.0833 4.00481 1.000 3.50 0.1458 0.1666 6.521 6.000 1.534 1.000 0.616 0.000 1.905 114 DI-3B 6.000 0.070 0.72 0.0604 O'RIQ-TT 0.05 4 0.2 0 0.200 0.0477 0.0208 1.180 2.000 1.69492 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.461 6.000 1.345 1.000 0.200 0.000 1.180 116 DI-1 2.000 0.270 0.42 0.1134 Back/Lt. 0.000RIQ-IT 0.113 4 0.452 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.452 0.001 2.000 2 0.452 1.467 T > 4.0 ft 118 DI-1 1.500 0.270 0.56 0.1512 O.000TiIQ-IT 0.151 4 0.604 0 0.604 0.0314 1.500 1.500 1.000 0.604 0.000 0.12183 BHt.�.103' 122 DI-3C 6.000 0.090 0.68 0.0622 Back/Lt. 0.000RIQ-IT 0.052 4 0.208 0 0.0050 0.0208 1.827 2.000 1.09469 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 0.208 0.0050 6 0.208 0.534 0.166 0.333 0.498498 2.534 2.141 Weir Flow 124 DI-2B 10 0.170 0.72 0.1224 ORIG[-IT 0.122 4 0.488 0 0.488 0.0270 0.0208 1.834 2.000 1.09051 0.0833 4.00451 1000 3.50 0.1458 0.1666 5.470 6.000 1.828 1.000 0.488 0.000 1.833 126 DI-2B 10 0.340 0.64 0.2176 ORIG[-IT 0.218 4 0.872 0 0.872 0.0270 0.0208 3.083 2.000 0.64872 0.0833 4.00481 0.986 3.50 0.1458 0.1647 7.030 6.000 1.422 1.000 0.872 0.000 2.270 128 DI-3B 6.000 0.090 0.80 0.072 O'RIQ-TF 0.072 4 0.288 0 0.288 0.0409 0.0208 1.393 2.000 1.43575 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.965 6.000 1.208 1.000 0.288 0.000 1.392 132 DI-3B 6.000 0.070 0.73 0.0511 O'RICd-IT' 0.051 4 0.204 0 0.204 0.0350 0.0208 1.260 2.000 1.5873 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.099 6.000 1.464 1.000 0.204 0.000 1.260 134 DI-3B 6.000 0.050 0.84 0.042 O'RICd-IT' 0.042 4 0.168 0 0.168 0.0270 0.0208 1.230 2.000 1.62602 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.495 6.000 1.717 1.000 0.165 0.000 1.230 136 DI-2B 10 0.090 0.75 0.0676 O'RIC>T-TF 0.068 4 0.272 0 0.272 0.0270 0.0208 1.473 2.000 1.35777 0.0833 4.00981 1.000 3.50 0.1458 0.1666 4.279 6.000 2.337 1.000 0.272 0.000 1.473 138 DI-2B 10 0.290 0.80 0.232 O.000TiIQ-IT 0.232 4 0.428 0 0.928 0.0100 0.0208 4.896 2.000 0.4086 0.0833 4.00481 0.893 3.50 0.1458 0.1511 5.641 6.000 1.773 1.000 0.928 0.000 2.722 140 DI-3A 6.000 0.460 0.72 0.3312 Back/Lt. 0.000RIQ-IT 0.331 4 1.324 0 0.001 0.0208 ]0.836 2.000 0.18457 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 1.324 0.001 6 1.324 1.837 0.166 0.333 0.498498 3.837 7.358 T > 8.0 ft 202 DI-1 1.000 0.030 0.70 0.021 O'RIGHT 0.021 4 0.084 0 0.084 0.0600 Q0600 0.817 2.000 2.44798 0.0833 1.38833 L000 2.56 0.1066 0.1666 3.320 1.000 0.301 1.000 0.084 0.000 0.817 204 DI-1 1.000 0.030 0.44 0.0132 O'RIQ-Tf 0.013 4 0.052 0 0.052 0.0500 0.0500 0.706 2.000 2.83286 0.0833 L666 1.000 2.80 0.1166 0.1666 2.570 1.000 0.389 1.000 0.052 0.000 0.706 206 DI-1 1.000 0.030 0.44 0.0132 O'RIGHT 0.013 4 0.062 0 0.052 0.0500 0.0500 0.706 2.000 2.83286 0.0833 L666 1.000 2.80 0.1166 0.1666 2.570 1.000 0.389 1.000 0.052 0.000 0.706 208 DI-1 1.000 0.040 0.41 0.0164 O'RIGHT 0.016 4 0.064 0 0.064 0.0500 0.0500 0.764 2.000 2.6178 0.0833 L666 1.000 2.80 0.1166 0.1666 2.804 1.000 0.357 1.000 0.064 0.000 0.763 210 DI-1 1.000 0.050 0.42 0.021 Back/Lt. 0.000RIQ-IT 0.021 4 0.084 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.084 0.001 1.000 1 0.084 0.819 T > 8.0 ft 212 DI-1 1.000 0.080 0.44 0.0352 O'RIQ3T' 0.035 4 0.14 0 0.140 0.0300 1.000 1.000 1.000 0.140 0.000 0.1315 BHt.�.051' 214 DI-1 1.000 0.080 0.47 0.0376 0.000RIQ-IT 0.038 4 0.152 0 0.152 0.0200 0.0300 1.253 2.000 1.59617 0.0833 2.77667 1.000 3.28 0.1366 0.1666 3.063 1.000 0.326 1.000 0.152 0.000 1.253 216 DI-1 1.000 0.040 0.58 0.0232 O'RIQ3T' 0.023 4 0.092 0 0.092 0.0127 0.0550 1.131 2.000 1.76836 0.0833 1.51456 1.000 2.68 0.1116 0.1666 2.165 1.000 0.462 1.000 0.092 0.000 1.130 PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) RIMARKS (18) INCRE-ACCUM- MINT (5) ULATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. 129 128 126 0.090 0.800 0.072 0.072 0.000 6.000 6.230 0.449 419.738 419.090 32.377 0.020 15.000 Circular 9.894 0.000 4.090 0.132 127 126 124 0.340 0.640 0.218 0.290 0.000 6.132 6.191 1.793 418.994 416.360 175.610 0.015 15.000 Circular 8.568 0.001 5.533 0.529 123 124 122 0.170 0.720 0.122 0.412 0.000 6.661 6.042 2.489 416.156 415.816 34.007 0.010 15.000 Circular 6.996 0.001 5.230 0.108 121 122 114 0.090 0.580 0.052 0.464 0.000 6.769 6.013 2.791 415.620 414.491 56.457 0.020 15.000 Circular 9.894 0.002 6.944 0.135 117 118 116 0.270 0.560 0.151 0.151 0.000 0.000 8.901 1.346 420.187 417.640 101.893 0.025 15.000 Circular 11.062 0.000 6.115 0.278 115 116 114 0.270 0.420 0.113 0.265 0.000 0.278 8.717 2.307 417.437 416.850 58.717 0.010 15.000 Circular 6.996 0.001 5.124 0.191 113 114 112 0.070 0.720 0.050 0.779 0.000 6.905 6.976 4.657 411.743 411.141 30.110 0.020 18.000 Circular 16.090 0.002 7.898 0.064 137 138 136 0.340 0.800 0.272 0.272 0.000 6.000 6.230 1.695 415.989 414.220 70.779 0.025 15.000 Circular 11.062 0.001 6.536 0.180 135 136 134 0.090 0.760 0.068 0.340 0.000 6.180 6.177 2.103 411.046 410.450 29.806 0.020 15.000 Circular 9.894 0.001 6.418 0.077 139 140 134 0.460 0.720 0.331 0.331 0.000 0.000 5.901 2.948 409.486 408.620 86.601 0.010 18.000 Circular 11.377 0.001 5.417 0.266 133 134 132 0.050 0.840 0.042 0.714 0.000 6.258 6.155 4.392 408.420 408.086 33.373 0.010 18.000 Circular 11.377 0.001 6.036 0.092 131 132 112 0.070 0.730 0.051 0.765 0.000 6.350 6.129 4.687 407.886 407.253 63.360 0.010 18.000 Circular 11.377 0.002 6.140 0.172 111 112 102 0.230 0.670 0.154 1.698 0.000 6.968 5.959 10.119 407.050 406.628 42.038 0.010 18.000 Circular 11.397 0.008 7.304 0.096 109 110 108 0.200 0.800 0.160 0.160 0.000 6.000 6.230 0.997 425.359 423.990 30.431 0.045 15.000 Circular 14.841 0.000 6.894 0.074 107 108 104 0.180 0.730 0.131 0.291 0.000 6.074 6.209 1.809 423.791 422.100 84.547 0.020 15.000 Circular 9.894 0.001 6.150 0.229 105 106 104 0.080 0.690 0.055 0.055 0.000 6.000 6.230 0.344 421.657 421.369 29.827 0.010 15.000 Circular 6.996 0.000 2.962 0.168 103 104 102 0.120 0.730 0.088 0.434 0.000 6.303 6.142 2.667 421.148 419.189 97.933 0.020 15.000 Circular 9.894 0.001 6.858 0.238 1OlA 102 100A 0.000 0.000 0.000 2.132 0.000 7.064 5.934 12.652 406.458 404.920 76.896 0.020 24.000 Circular 34.655 0.003 10.189 0.126 101 100A 100 0.000 0.000 0.000 2.132 0.000 7.190 5.901 12.582 404.824 404.000 41.209 0.020 24.000 Circular 34.655 0.003 10.174 0.068 PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL Li/LIr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) INCR)r MINT (5) ACCUM ULATED (6) ADDTL CA UPPER END (]0) F REFERENCE (1) STA. REFERENCE (2) STA. 215 216 214 0.040 0.580 0.023 0.023 0.000 5.000 6.542 0.152 410.868 408.560 92.311 0.025 12.000 Circular 7.321 0.000 3.739 0.411 213 214 212 0.080 0.470 0.038 0.061 0.000 5.411 6.409 0.390 408.353 407.788 56.429 0.010 12.000 Circular 4.630 0.000 3.592 0.262 211 212 210 0.080 0.440 0.035 0.096 0.000 5.673 6.328 0.608 407.788 407.145 64.324 0.010 12.000 Circular 4.630 0.000 4.088 0.262 209 210 208 0.050 0.420 0.021 0.117 0.000 5.936 6.249 0.731 407.146 406.792 36.324 0.010 12.000 Circular 4.630 0.000 4.312 0.137 207 208 206 0.040 0.410 0.016 0.133 0.000 6.072 6.209 0.828 406.792 406.347 44.479 0.010 12.000 Circular 4.630 0.000 4.469 0.166 205 206 204 0.030 0.440 0.013 0.147 0.000 6.238 6.161 0.903 406.268 405.720 54.828 0.010 12.000 Circular 4.630 0.000 4.580 0.200 203 204 202 0.030 0.440 0.013 0.160 0.000 6.437 6.104 0.975 406.624 404.680 94.387 0.010 12.000 Circular 4.630 0.000 4.681 0.336 201 202 200 0.030 0.700 0.021 0.181 0.000 6.773 6.011 1.087 404.583 404.000 58.281 0.010 12.000 Circular 4.630 0.001 4.826 0.201 INLET INLET OUTLET WATER DIA. RF£ DESIGN DISCH. LENGTH FlF£ FRICTION SLOPE Sfo FRICTION LOSS JUNCTION LOSS FINAL Inlet Water Rim Co 1.3 0.5 104 420.19 15 2.67 97.93 0.15% 0.14 6.86 0.18 1.81 6.15 11.13 0.59 0.21 20.24 0.15 0.53 0.7 TRUE 0.49 420.68 427.74 OK -7.06 108 423.1 15 1.81 84.55 0.07% 0.06 6.15 0.15 1 6.89 6.87 0.74 0.26 78.77 0.49 0.89 1.16 TRUE 0.64 423.74 431.14 OK -7.4 110 424.99 15 1 30.43 0.02% 0.01 6.89 0.18 0 0 0 0 0 0 0 0.18 0.24 TRUE 0.13 425.12 431.44 OK -6.33 132 410.13 18 4.69 63.36 0.17% 0.11 6.14 0.15 4.39 6.04 26.51 0.57 0.2 25.14 0.17 0.51 0 TRUE 0.36 410.5 420.41 OK -9.92 134 410.5 18 4.39 33.37 0.15% 0.05 6.04 0.14 2.95 5.42 15.97 0.46 0.16 41.98 0.28 0.58 0 TRUE 0.34 410.84 419.14 OK -8.3 136 411.45 15 2.1 29.81 0.09% 0.03 6.42 0.16 1.69 6.54 11.08 0.66 0.23 90 0.46 0.86 1.11 TRUE 0.58 412.03 418.72 OK -6.69 138 415.22 15 1.69 70.78 0.06% 0.04 6.54 0.17 0 0 0 0 0 0 0 0.17 0.22 TRUE 0.15 415.37 420.64 OK -5.27 116 417.85 15 2.31 58.72 0.11% 0.06 5.12 0.1 1.35 6.12 8.23 0.58 0.2 26.58 0.17 0.48 0.62 TRUE 0.38 418.23 421.87 OK -3.64 118 418.64 15 1.35 101.89 0.04% 0.04 6.12 0.15 0 0 0 0 0 0 0 0.15 0.19 TRUE 0.13 418.77 424.94 OK -6.17 INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In) DESIGN DISCH. Qo (CFS) LENGTH FiF£ Lo (Ft) FRICTION SLOPE, Sfo (FT/Fl) FRICTION LOSS HF (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Bevation Rim Bev Comments Vo He (Ft) Qi Vi QiVi VP'2/2g Hi Angle Fi0 Ht 1.3 Ht 0.5 Ht 202 407.55 12 1.09 58.28 0.06% 0.03 4.83 0.09 0.98 4.68 4.57 0.34 0.12 32.01 0.12 0.33 0 TRUE 0.2 407.75 410.54 OK -2.79 204 407.75 12 0.98 94.39 0.04% 0.04 4.68 0.09 0.9 4.58 4.14 0.33 0.11 26.95 0.1 0.3 0 TRUE 0.19 407.94 410.85 OK -2.91 206 407.94 12 0.9 54.83 0.04% 0.02 4.58 0.08 0.83 4.47 3.7 0.31 0.11 35.59 0.13 0.32 0 TRUE 0.18 408.12 410.78 OK -2.66 208 408.12 12 0.83 44.48 0.03% 0.01 4.47 0.08 0.73 4.31 3.15 0.29 0.1 14.39 0.05 0.23 0 TRUE 0.13 408.25 409.83 OK -1.58 210 408.25 12 0.73 35.32 0.02% 0.01 4.31 0.07 0.61 4.09 2.48 0.26 0.09 41.98 0.11 0.27 0 TRUE 0.15 408.4 409.48 OK -1.08 212 408.4 12 0.61 64.32 0.02% 0.01 4.09 0.06 0.39 3.59 1.4 0.2 0.07 29.91 0.07 0.21 0.27 TRUE 0.14 408.54 410.59 OK -2.05 214 408.59 12 0.39 56.43 0.01% 0 3.59 0.05 0.15 3.74 0.57 0.22 0.08 8.06 0.03 0.15 0.2 TRUE 0.1 408.69 413.84 OK -5.14 216 409.35 12 0.15 92.31 0.00% 0 3.74 0.05 0 0 0 0 0 0 0 0.05 0.07 FALSE 0.07 409.42 415.19 OK -5.76 L STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 406.17 3.75' ES-1 for 24 inch Pipe 100A 424.44 19.79' MH-1 102 424.24 17.95' MH-1 104 427.74 6.72' DI-26 6 ft Throat 106 427.77 6.24' DI-3B 6 ft Throat 108 431.14 7.35' DI-2B 6 ft Throat 110 431.44 6.21' DI-36 6 ft Throat 112 422.68 15.63' DI-26 6 ft Throat 114 422.87 11.30' DI-3B 6 ft Throat 116 421.87 4.55' 24" Basin -Circular Grate 118 424.94 4.88' 18" Basin -Circular Grate 122 420.55 5.05' DI-3C 6 ft Throat 124 420.87 4.71' DI-26 6 ft Throat 126 426.42 7.55' DI-26 6 ft Throat 128 427.06 7.45' DI-3B 6 ft Throat 132 420.41 12.69' DI-36 6 ft Throat 134 419.14 10.89' DI-36 6 ft Throat 136 418.72 7.80' DI-26 6 ft Throat 138 420.64 4.78' DI-2B 6 ft Throat 140 416.30 6.98' DI-3A f�+'NUTH U�•0• �. ?�� GLINT W. 2: - S F LET >� 4/ 01/ 2022 • ^� E 0 0 rn U N � N C > E w a E H- w w 3 ¢ LL o 3 p LL - wO `mom ¢-VCM Z a -m O w r- rn C7 LU rv� a w v 30'x U) w Q v O i 0 ry Z > 0 O w w ~ Crn � wM � 00 rn @0 M MO Cl) co O w Z Z t M " v H 102: MH-1 x-* LO o "00 134: DI-3B 6 ft Throat r ? N O O o; STA 10+00.00 ° N m o o STA 11+38.77 M y TOP424.24 m+�i0� m0ooH TOP 419.14 M+CF INV IN406.63(111) o�vZZ 0 s��Z Z INV IN408.62(139) o��0 0 w w INV IN419.19(103) N�0O»> N¢(L INV IN410.45(135) o¢a> tiff INV OUT 406.46 (101 A) �OFz z z �co�z z INV OUT 408.42(133)rU)P? w w 430 430 134: DI-3B 6 ft Throat 0 STA 10+00.00 136: DI-2B 6 ft Throat TOP 419.14 STA 10+29.81 138: DI-2B 6 ft Throat o N ry INV IN 408.62 (139) TOP 418.72 STA 11+00.58 > w o 0 INV IN 410.45 (135) INV IN 414.22 (137) TOP 420.64 = a M INV OUT 408.42 (133) INV OUT 411.05 (135) INV OUT 415.99 (137) Q O N 430 430 zo in DATE > 07108121 0 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLEIT • CHECKED BY • C. SHCALE T SCALE • AS SHOWN • N (�I� 11 V J H� I . 0 w/ z LU 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 li > w STR 102 - STR 140 STR 134 - STR 138 a J HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' Q LL VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 z O J m � W Q O W z 0 Q W o z 0� 5 0 00 0 0 50 PROFILE SCALE ,0 V 1 JOB NO. 47039 SHEET No. C7.00 425 425 PROPOSED 420 \ GRADE 420 EXISTING � GRAD 415 415 SANITARY EXISTING PIPE 1-EX.1 SANITARY � PIPE 410 410 139 133 56.60' OF 131 33.37' OF 1g" HDPE 111 63.36' OF 18" HDPE @ 1,00°/ 405 4' OF HDPE o 405 18" HDPE oc 1.00% @ 1.00% 400 400 395 395 425 425 EXISTING PROPOSE GRADE GRADE 420 � 420 i � 3' MIN 415 415 13T 8" WATER 2' 70.7$ O E LINE 1@2g�% 410 410 29.SHDpE 1@ 405 405 400 400 STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 24" 100A - 100 404.82 404.00 2.00% 41.21 LF 24" HDPE 101A 24" 102 - 100A 406.46 404.92 2.00% 76.90 LF 24" HDPE 103 15" 104 - 102 421.15 419.19 2.00% 97.93 LF 15" HDPE 105 15" 106 - 104 421.66 421.36 1.00% 29.83 LF 15" HDPE 107 15" 108 - 104 423.79 422.10 2.00% 84.55 LF 15" HDPE 109 15" 110 - 108 425.36 423.99 4.50% 30.43 LF 15" HDPE 111 18" 112 - 102 407.05 406.63 1.00% 42.04 LF 18" HDPE 113 18" 114 - 112 411.74 411.14 2.00% 30.11 LF 18" HDPE 115 15" 116 - 114 417.44 416.85 1.00% 58.72 LF 15" HDPE 117 15" 118 - 116 420.19 417.64 2.50% 101.89 LF 15" HDPE 121 15" 122 - 114 415.62 414.49 2.00% 56.46 LF 15" HDPE 123 15" 124 - 122 416.16 415.82 1.00% 34.01 LF 15" HDPE 127 15" 126 - 124 418.99 416.36 1.50% 175.61 LF 15" HDPE 129 15" 128 - 126 419.74 419.09 2.00% 32.38 LF 18" HDPE 131 18" 132 - 112 407.89 407.25 1.00% 63.36 LF 15" HDPE 133 18" 134 - 132 408.42 408.09 1.00% 33.37 LF 15" HDPE 135 15" 136-134 411.05 410.45 2.00% 29.81 LF 18" HDPE 137 15" 138-136 415.99 414.22 2.50% 70.78 LF 18" HDPE 139 18" 140-134 409.49 408.62 1.00% 86.60 LF 15" HDPE L a f����pLTH O� �0. .{. 112: DI-21B 6 it Throat 0 0) STA 10+00.00 m M 00 m a o CLINT W. 2� to � � ro v 116: 24" Basin - Circular Grate TOP 422.68 M + N STA 10+88.83 118: 18" Basin - Circular Grate c� S F LET >• INV IN 411.14 (113) o v z z p TOP 421.87 STA 11+90.72 C, INV IN 407.25 (131) v F 0.INV> > > INV IN 417.64 (117) TOP 424.94 Lic. N . SIJt;• ,((��� INV OUT 407.05 (111) O Z INV OUT 417.44 (115) INV OUT 420.19 (117) 4/ 01/ 2022 ��ai; 2 co N O O N 114: DI-3B 6 ft Throat em ro m x Cl) rn rn M U STA 10+00.00 co y ro c 124: DI-2B 6 It Throat ° N O a0 N TOP 422.87 o c STA 10+90.32 coN°' F 128: DI-3B 6 ft Throat E INV IN 416.85 (115) Diaz � TOP420.87 o�vz STA12+gg.31 a E INV IN414.49(121) ¢a- O INV IN416.36(127) �¢a- O TOP427.06 = _" INV OUT 411.74 (113) � Z Z INV OUT 416.16 (123) Z Z INV OUT 419.74 (129) U w 3 430 430 o a 0 w O m ¢_j U000 Z a -ui O .. P rn C7 LU rv� a w 30'x cva w Q v z zt zt i � ry Z ��>1O O ww ~ Cm U) wM � 00 H > > O O 0 0; a a O ww x U) U) ED O ti N w F �\ Q O N z O in DATE 07108121 O } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLEIT • CHECKED BY C. SHIFFLETT 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 13+50 • SCALE STR 112 - STR 118 STR 114 - STR 128 AS SHOWN HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 � N d �..�..� m m m °: � C� C� C� c7 212: 12" Basin - Circular Grate d m m m STA 13+54.54 Q 2 o Cl) o n TOP 410.59 J c O O N °o U N N O N r` U o N INV IN 407.79 (213) N04 LO co _ N rn INV OUT 407.79 (211) J o °? M Co m v 0 m LO Un o m ow M 0 N oo a> m 210: 12" Basin - Circular Grate 214: 12" Basin - Circular Grate I --I N � V V. CO L 7 O 1, O V Cl) O ++ L6 v 00 `+° O a °° + O r m + o a m , ro o v STA 12+g0.22 STA 14+10.97 216: 12" Basin - Circular Grate (n 00 NOS Z) 04 NNE - + O F w �vz ���z O ���z O 11vz O NN�� TOP409.48 TOP413.84 STA15+03.28 o ¢a> C,; _O> > g¢a> > �¢a> > Z �az O INV IN407.15(211) INV IN408.55(215) N co P Cq Cn ? N u~i � ? ? C14 U) P ? ? o � O Z z INV OUT 407.15 (209) INV OUT 408.35 (213) TOP 415.19 420 N U Z Z INV OUT41;0.86 (215) 0 ce w< > LU a _j J J I -I � LL_ 0 z O J m WJ Q > LL O 0 213 W � p OF 100 I-- 19. OVW/oU) I..L 5 p 0 O 0 0 50 PROFILE SCALE ,O V / 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 JOB NO. STM 200 - STR 216 47039 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 SHEET NO. C7.01 435 435 EXISTING GRADE i 430 i 430 PRO OSED 425 425 8" WATER 3' MIN. LINE 420 420 SANITARY 117 PIPE 1-EX.1 101 8g OF 115 15@2 8.72 OF OE 415 415 1.00% 113 410 410 18" HDPE @2p0% 405 405 400 400 EXISTING GRADE PROPOSED 425 GRADE _ 425 \ 8" WATER LINE 1.5' 420 420 3' IN. 129 32.38' O 127 1y" HDP 175.61OF @ 2,00 ° 415 "HDPE 415 121 L 1' OF @ 1.50 0 .O1' HDPE 5646� PE MIN.15" EXIS ING 410 SANITARY 410 PIPE 405 405 400 400 EXISTING 415 GRADE � 415 PROPOSE GRADE � i alo - a10 -- 215 �--- 231�vC "1, y6 43' OF @ 2 50°/° 205 207 35.3Z 90E 64.32'VC 12 PVC 405 F 405 203 y4,83' 12�� PVC 1 @ 1.00% ' 201 g .39' OF 12" PVC @ 1.00 @ 1.00% 58.28' OF 2" PVC @ 1.00°/ 12" PVC 1.00% @ 1.00°/ 400 400 EXISTING SANITARY PIPE 395 395 390 390 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 406.17 3.75' ES-1 for 24 inch Pipe 100A 424.44 19.79' MH-1 102 424.24 17.95' MH-1 104 427.74 6.72' DI-2B 6 ft Throat 106 427.77 6.24' DI-36 6 ft Throat 108 431.14 7.35' DI-26 6 ft Throat 110 431.44 6.21' DI-36 6 ft Throat 112 422.68 15.63' DI-2B 6 ft Throat 114 422.87 11.30' DI-36 6 ft Throat 116 421.87 4.55' 24" Basin -Circular Grate 118 424.94 4.88' 18" Basin -Circular Grate 122 420.55 5.05' DI-3C 6 ft Throat 124 420.87 4.71' DI-26 6 ft Throat 126 426.42 7.55' DI-2B 6 ft Throat 128 427.06 7.45' DI-36 6 ft Throat 132 420.41 12.69' DI-36 6 ft Throat 134 419.14 10.89' DI-36 6 ft Throat 136 418.72 7.80' DI-2B 6 ft Throat 138 420.64 4.78' DI-26 6 ft Throat 140 416.30 6.98' DI-3A STORM PIPE TABLE PIPE # DIA FROM -TO TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 24" 100A - 100 404.82 404.00 2.00% 41.21 LF 24" HDPE 1 OlA 24" 102 - 100A 406.46 404.92 2.00% 76.90 LF 24" HDPE 103 15" 104 - 102 421.15 419.19 2.00% 97.93 LF 15" HDPE 105 15" 106 - 104 421.66 421.36 1.00% 29.83 LF 15" HDPE 107 15" 108 - 104 423.79 422.10 2.00% 84.55 LF 15" HDPE 109 15" 110 - 108 425.36 423.99 4.50% 30.43 LF 15" HDPE 111 18" 112-102 407.05 406.63 1.00% 42.04 LF 18" HDPE 113 18" 114-112 411.74 411.14 2.00% 30.11 LF 18" HDPE 115 15" 116 - 114 417.44 416.85 1.00% 58.72 LF 15" HDPE 117 15" 118 - 116 420.19 417.64 2.50% 101.89 LF 15" HDPE 121 15" 122 - 114 415.62 414.49 2.00% 56.46 LF 15" HDPE 123 15" 124 - 122 416.16 415.82 1.00% 34.01 LF 15" HDPE 127 15" 126 - 124 418.99 416.36 1.50% 175.61 LF 15" HDPE 129 15" 128 - 126 419.74 419.09 2.00% 32.38 LF 18" HDPE 131 18" 132 - 112 407.89 407.25 1.00% 63.36 LF 15" HDPE 133 18" 134 - 132 408.42 408.09 1.00% 33.37 LF 15" HDPE 135 15" 136 - 134 411.05 410.45 2.00% 29.81 LF 18" HDPE 137 15" 138 - 136 415.99 414.22 2.50% 70.78 LF 18" HDPE 139 18" 140 - 134 409.49 408.62 1.00% 86.60 LF 15" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 405.03 404.57' ES-1 for 12 inch Pipe 202 410.54 5.99' 12" Basin -Circular Grate 204 410.85 5.26' 12" Basin -Circular Grate 206 410.78 4.54' 12" Basin -Circular Grate 208 409.83 3.07' 12" Basin -Circular Grate 210 409.48 2.36' 12" Basin -Circular Grate 212 410.59 2.83' 12" Basin -Circular Grate 214 413.84 5.51' 12" Basin -Circular Grate 216 415.19 4.33' 12" Basin -Circular Grate STORM PIPE TABLE PIPE # DIA FROM -TO TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 201 12" 202 - 200 404.58 404.00 1.00% 58.28 LF 12" PVC 203 12" 204 - 202 405.62 404.68 1.00% 94.39 LF 12" PVC 205 12" 206 - 204 406.27 405.72 1.00% 54.83 LF 12" PVC 207 12" 208 - 206 406.79 406.35 1.00% 44.48 LF 12" PVC 209 12" 210 - 208 407.15 406.79 1.00% 35.32 LF 12" PVC 211 12" 212 - 210 407.79 407.15 1.00% 64.32 LF 12" PVC 213 12" 214 - 212 408.35 407.79 1.00% 56.43 LF 12" PVC 215 12" 216 - 214 410.86 408.55 2.50% 92.31 LF 12" PVC L STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 24" 100A - 100 404.82 404.00 2.00% 41.21 LF 24" HDPE 101A 24" 102 - 100A 406.46 404.92 2.00% 76.90 LF 24" HDPE 103 15" 104-102 421.15 419.19 2.00% 97.93 LF 15" HDPE 105 15" 106-104 421.66 421.36 1.00% 29.83 LF 15" HDPE 107 15" 108 - 104 423.79 422.10 2.00% 84.55 LF 15" HDPE 109 15" 110 - 108 425.36 423.99 4.50% 30.43 LF 15" HDPE 111 18" 112 - 102 407.05 406.63 1.00% 42.04 LF 18" HDPE 113 18" 114 - 112 411.74 411.14 2.00% 30.11 LF 18" HDPE 115 15" 116 - 114 417.44 416.85 1.00% 58.72 LF 15" HDPE 117 15" 118 - 116 420.19 417.64 2.50% 101.89 LF 15" HDPE 121 15" 122 - 114 415.62 414.49 2.00% 56.46 LF 15" HDPE 123 15" 124 - 122 416.16 415.82 1.00% 34.01 LF 15" HDPE 127 15" 126 - 124 418.99 416.36 1.50% 175.61 LF 15" HDPE 129 15" 128 - 126 419.74 419.09 2.00% 32.38 LF 18" HDPE 131 18" 132 - 112 407.89 407.25 1.00% 63.36 LF 15" HDPE 133 18" 134 - 132 408.42 408.09 1.00% 33.37 LF 15" HDPE 135 15" 136 - 134 411.05 410.45 2.00% 29.81 LF 18" HDPE 137 15" 138 - 136 415.99 414.22 2.50% 70.78 LF 18" HDPE 139 18" 140 - 134 409.49 408.62 1.00% 86.60 LF 15" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 406.17 3.75' ES-1 for 24 inch Pipe 100A 424.44 19.79' MH-1 102 424.24 17.95' MH-1 104 427.74 6.72' DI-26 6 ft Throat 106 427.77 6.24' DI-3B 6 ft Throat 108 431.14 7.35' DI-2B 6 ft Throat 110 431.44 6.21' DI-36 6 ft Throat 112 422.68 15.63' DI-26 6 ft Throat 114 422.87 11.30' DI-3B 6 ft Throat 116 421.87 4.55' 24" Basin -Circular Grate 118 424.94 4.88' 18" Basin -Circular Grate 122 420.55 5.05' DI-3C 6 ft Throat 124 420.87 4.71' DI-26 6 ft Throat 126 426.42 7.55' DI-26 6 ft Throat 128 427.06 7.45' DI-3B 6 ft Throat 132 420.41 12.69' DI-36 6 ft Throat 134 419.14 10.89' DI-36 6 ft Throat 136 418.72 7.80' DI-26 6 ft Throat 138 420.64 4.78' DI-2B 6 ft Throat 140 416.30 6.98' DI-3A f� vNUTH UF00• ?�0 CLINT W. 2: CS F LET >� Lic. N S43110 ,((�'>rl 4/ 01/ 2022 �4a' • %� •~SOOON A L �t'61,4,% M E 0 0 rn U N N C > E w a E w w 3 Q LL o 3 p LL 0 wO `mom j V moo z a -ui O .. P rn C7 W N V d 011. 30'x U) w o f c ry z~~ Qoll- o 2 r-LO o �� Cm tA zz E o o L _Oo_ t o 0ry Lu > 00 N 004 0 V V M (O �. M (Or�O) N d 7 �a07 V V NCO _W V mMr--N 7 Co m� 00 w Z Z w CO M N 110: DI-3B 6 ft Throat ch +COO =+ V O H +�7 7~ N} N7 V~ N+M� H O H (n pOV �ON� =�N NN Z M� Z) STA13+48.22 O O w CDvz �vz O ��vz z_ O o�vz z O o� z 0 0o HO> 0�0> > 0�0» > oH0>> > 00CD F > TOP431.44 OHz �OH_z z ��Fz z z ���?? ? �U) INV OUT 425.36 (109) a a 445 445 O w w x � � 0 x ti rN N w F �\ Q N z O in DATE °, 07108121 a o D_ } DRAWN BY C ^ ^ v Cl) aoi J. FOX N o 104: DI-26 6 ft Throat o g P_ N w °o • DESIGNED BY STA 9+99.93 o- 0) o 0 TOP 427.74 106: DI-3B 6 ft Throat Lu o o °� a; F • C. SHIFFLE7T INV IN 422.10 107 STA 10+29.75 o Q EL z Cl)v ( ) TOP 427.77 O O > N Q d • CHECKED BY INV IN421.36(105) M tnF_ oF0> INV OUT 421.15 (103) INV OUT 421.66 (105) m rn � z C. SHIFFLE7T 440 440 415 415 • • SCALE • AS SHOWN N LU ((DHDPE V J LINE Aw I" 0 I w/ z li LU U) > LU a LL; J J I -I LL_ 0<0 J m WJ Q LL > }O �'�"� z 0 in � �-- 9+50 10+00 1,+00 STR 1002+0STR 110 13+00 14+00 14+50 9+50 10+00 STR 104 -STR 106 11+00 9+50 STR 300 -STR 302 11+50 w OU U) HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' Q VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 0 00 0 0 50 PROFILE SCALE ,0 V 1 JOB NO. 47039 SHEET No. C7.0Z 440 440 435 435 EXISTING / GRADE / PROPOSED / GRADE 430 / 430 / 8" WATER / LINE 425 / 425 / 3' IN. 107 SANITARY O 84,55' OF PIPE 2-1 HOpE 09 420 15" 420 @ 5" HDPE SAN TARY 4.50% 103 PIP 2-1 / 97;93' OF 415 415 @ 2.00% SANITARY PIPE 1-EX.1 410 410 405 405 ' OF 101 76. DpE 41.21� F 24„ 24@ FE @ .00% 2 0% 400 400 395 395 STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM DOWNSTREAM SLOPE LENGTH DESCRIPTION INVERT INVERT 301 24" 302-300 401.01 399.20 2.09% 86.78 LF 24" HDPE EXISTING GRADE 435 435 PROPOSED 430 G DE 430 8" ATER 425 425 1' MIN. 420 105 420 SANITARY 29.83' OF PIPE 2-1 15" H PE @ 1.0 415 415 410 410 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 300 401.37 5.25' ES-1 for 24 inch Pipe 302 409.10 8.34' 30" Basin -Circular Grate EXISTING 410 GRADE 410 � ROPOSED RADE / 405 405 400 400 86 �01ppE 2@ .09% 395 395 390 390 EXISTING SANITARY PIPE 385 385 L_ f� V NLTH UF��• CLINT W. 2: �S F LET >� Lic. N S4380 Ar 4/ 01/ 2022 • •~11000N �Lo'14 m E 0 0 M u N � N 0 > E w v E w w 3 Q LL o 3 p LL - wOLu `mom V 00 Z w a —ui O P rn C7 Lu a w v 30'x U) �w Q � v O i 0 ry Z m >1O O W W ~ .rn � wM 1 00 o00 w 2 2 H STA 10+00.00 STA 11+93.03 EXIST. TOP 419.51 X' TOP 426.60 y STA 14+45.41 O O PROP. TOP 418.86 INV IN 418.40 (2-1) TOP 437.35 2 a INV IN 414.34 (1-EX.1) INV OUT 418.20 (1-EX.1) INV OUT 427.23 (2-1) O W W 445 445 x � � x F ti ry N w F �\ Q O N z O in DATE > 07108121 0 DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE • AS SHOWN �• N (WIC V J LI 0 I w/ z li `u > w LLi J 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 LL. STR EX.1 - STR 2 0 Z O J w HORIZ SCALE: 1"=50' m a VERT SCALE: 1"=5 W Q 0 O LL W z o � W " LL C) 5 p 00 0 0 50 PROFILE SCALE ,O V 1 JOB NO. 47039 SHEET NO. C7.03 440 440 PROPOSED EXISTING � — -- GRADE GRADE � 435 435 430 \ 430 � STORM PROPOSED / PIPE 109 425 WATER LINE 425 / STORM 1 6' PIPE 105 STORM 2'1 OF PIPE 103 1' 2y23 v0 420 8" 420 3.5' PROPOSED @ ' MIN. WATER LINE .EX 1 415 OF 415 8" PVC 2.00% 410 STORM 410 PIPE 113 STORM PIPE 131 405 405 L f�IIIV NLTH UF��• CLINT W. 2: �S F LET >� Lic. N S4380 Ar 4/ 01/ 2022 • •~11000N �Lo'14 m E 0 0 M U N � 435 Lu 435 ¢ o > E w v E LL LJ w w 3 ¢ LL 0 3 LJ LL O w 0 m ¢_j U000 Z a —ui O N rn C7w rv� a w zf„ V 30Q to & a LL W Q v 0 i ll r o 0 ry Z LU > 0 O W W ~ �rn � C,4 Of wM � 00 co 00 lu H > > Lij O O to -a a o ww x U) U) ti N w F �\ Q N z O in DATE cf)0 07108121n. } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT 27+50 23+00 29+00 HORIZON ROAD WATERLINE PROFILE 32+00 33+00 33+50 • CHECKED BY HORIZSCALE: 1"=50' • C. SHIFFLETT VERT SCALE: 1 "=5 • • SCALE • AS SHOWN 445 445 • (V td ( It WIC V Q J I\ ILLJ 0 w/ z 00 li W ; W L.L w uj LL LL Lij O w j, w m a Q 10 > Li- O W z r-i AIRYO W"� CO H 5 p 00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 PARADISE PARK LANE WATERLINE PROFILE 0 50 HORIZ SCALE: 1"=50' PROFILE SCALE VERT SCALE: 1 "=5 ,O V / JOB NO. 47039 SHEET NO. C7.04 PROPOSED j � U U GRADE W 4 �� o W U �cpo, � � gip+ �o wrn w cwiJ� + � W `~ O V � 430 �+ W co r M � 430 3.0' Q� w Q >N >� 8S° � � Q W M � r� W CONNECT TO � Q Q � w p U U 4 EXISTING � M� > rn > 425 STUB OUT EXISTING j � U � � GRADE M W + � co cn � � + D! Coll w M W �?.ZOj� (n WrNi N t Q I. 420 �0 � ��� 420 M O U � 00 \ Q W N � Q � N U � W STORM 8" CLASS 52 DIP � Q W N U PIPE 129 WATER LINE 415 H — 415 cwnm � t W 2' W N U W U 410 Q ~ � � M 410 � + � STORM W N W rpi � PIPE 135 U � Q � �� Q W aQ M � � ~ 405 405 W �' N W U w �.; U � U � C,4 W 440 � � � cp-� � 440 ^\ uJ oo w � Q F- w w� i v W � j\ � 435 � \� � 435 M H � W � > � ao PROPOSED � � � po � p � � � (n � GRADE Q � � f4 3.5' O O> Q p W V Q � W + N 430 w X � 430 oZow� �� PVI STA = PVI ELE' TIE TO ROAD FROM SUB: HIGH PT STA = 10+07.15 HIGH POINT ELEV = 432.03 PVI STA = 10+24.15 PVI ELEV = 431.60 A.D. _ -2.50% 4AS K = 13.60 LOW POINT STA = 12+11.59 LOW POINT ELEV = 423.32 PVI STA = 11+64.34 PVI ELEV = 424.59 A.D. = 2.30% K = 41.14 44S 4' V 95' VC Lo Cl) O � n o rn u°'i cii I\ on N , V O M I\<D N ,M � N +v oil +v 0111 +v II +v c II uU u0 uU u0 440 440 om 0w �m �w 10+00.00 m w m w ✓ = 432.21 435 435 �?50% \ S 430 \ 430 HORIZON \ SO0% SURFACE 201900174 \ \ PROPOSED �N425 GRADE a 425 — II > � Q EXISTING C -1 � Co J w a GRADE a 420 420 \ \ 415 415 410 410 405 405 N oM ^� cD� N� %N �rn NN N nl V' �c) O 7 � V N � L6 M N � c) nl N � N c N � O O N 0) 16 ap I v v v v v v v t v HORIZON ROAD PROFILE /� II111, �- �•I 11 IIII II '1of,���111►!'1�' 1►�' 1 -��� ��` \ ��®/' ,�\\ �\\,� I�'; / : u.$�5'� I ■ ffi�� �,•'PAP �� ei�'�� l--- ���/��.-----���I, 1 � � � i �'1 h:.�®�I �i q' � III! �+ � I■■G' �11■���®y �I� ��, �_—� _:.� ' ��� :rc'���.>®����I.�®..��—.c�• v�o®.Iw�.dll'/��■®o����i%_.��� \�Y� �r©�®�,.� �.Ia������1 :,� \\\ ------ a wml Ism �+,i ®0 ,� �'' ■ '�� �■ Wroj 71■ I 1 a i \ 1 aee 1 ti4 V .,s`►1 N IN ��I FWI IE�E� I'*���GT�®ram®�■ E'',■■N 'Jim Imp;® ►v�e� ��� :, � eea► s, a� � �� � e 1� H � �i�► ►�� ;1 ; � �'� �������' ��,��� ems; �II �■ ®'� I��L ' n ®, 11 � � � �' �� _ y � �,� ♦i�0 11 WOMEN� / ..• ► - op �/�_� _ ,. � d►... � � �♦�.•. / � � Ills a �- eI ilk►♦ . 1� VNt , ♦ i /.�mc CLINT W. , S F LET Lic. N . S4380 4/ 01/ 2022 WZO!1AL r��;;' ^� E 0 0 u N � N 0 > E w v E H- w w 3 Q a o 3 p U. 0 wo `mom ¢_j U000 Z o —u O ce .. rn (7 Lu a w � 30'x U) w ur)i 0 ry Z > o O W W ~ �rn U) wM 00 00 00 � a a 0 x � � c� ww 0 ti N N w F �\ Q O N ti Z O in DATE 07108121 0 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE • AS SHOWN • • � N W Q� j I I I \ r \ \ W V / Lu _ a J J Q LL ZN\ W a O 0 Z ../ J l OI111 0/1 1 fo d JOB NO. doo/ // ,' , SCALE 1"=30' 47039 /Dd / / ' 0 30' 60' SHEET NO. b �' �/ / / / , C8.00 q/ O / ZP / L WARDELL CREST INTERSECTION. TIE TO WARDELL CREST SURFACE FROM SUB201900174. HIGH PT STA = 10+23.20 HIGH POINT ELEV = 440.12 PVI STA = 10+40 PVI ELEV = 439.70 A.D. _ -2.10% K = 16.00 4' V N c\I OOR q NCD 7 0 co + V + 7 Or II 0111 II U II U U m U W dCin C, � m I> LOW POINT STA = 12+88.10 LOW POINT ELEV = 428.61 PVI STA = 12+38.50 PVI ELEV = 430.57 A.D. = 0.64% K = 153.82 rnro 0000 co + V � II II (w) In > > m m Win CD O CD o_ LOW PO INT STA = 15+ 2.75 II > LOW POINT ELEV = 419.69 w w PVI STA = 15+18.1 445 — > PVI ELEV = 419.51 445 d .D. = 5.96% K = 4.71 V PROPOSED o 0) ?'s0° GRADE N 6440 N M 440 u � I u \ / \ � � f7 P ow > CD-1 m 4600co w 435 435 \ 430 430 / CD-2 EXISTING u II w 425 GRADE w 425 i �� > HORIZC INTERS 420 420 415 415 410 410 I� 00 C, � oi� N �� �� �� N� coN � I:o (D t, v� V t, a co In00 '67 a)N NN �N d V� v R� M N R� M C� M 7� co M h� co M R� N N R� N N RI N N RI N N RIt o N 9+50 10+00 11+00 12+00 13+00 14+00 PARADISE PARK LANE PROFILE 15+00 ■�!�pLTH �j�.�, CLINT W. , S F LET Lic. N . 54380 4/ 01/ 2022 '�,S�O 1 AL 01 M E 0 0 �U N � N 0 > E a E w I.- U aLu ) 3 Q umtj p U. 0 w o `6 -j V oMo Z a — n .. O rn 00 C7 Lu aMI. a 30'x n coil w i ry > 0 Z O W W ~ 0 rn wM � 00 00 O O � a a O W W x � � 0 ti ry N w F �\ a "� IN ROAD ECTION o 16+00 .- 1 11 OF - Id PAF 1 � 0 k1�\ 1�IRL �I�i �■ i Iil G - ni.� •�I ���j �� I[71�tI7.1M1 T lGii al ilk, 0/,�0� IN■ �� I��� �-1i■' I�II�Ii'iiCl�!l10 ' ire a110� — f �. 11 • 1 1 1 : 1' 11 1 /I 1 _ 1 1 /NWR A ole.a IrEl,illf19>11111MIWfl9�� -=--- �. ©rye �: '• ■4a �'' ■ I �,' ■ - ./..'■ I■ ■I © �� r NO Jill FIF MAMMONISM op-galp-wiff5a wt � ,� `, � �' �,,,_��' ; � �`�! li�� - Via'` � �l ��� �� i��� I��� ��,- ■■ ,o 1 /.• cif / .� � -�__ � I- ---- A�� �� �"��" �i� :�r��s • • �_ lip.__ �'®-�__ � ,, ,� � �`11111 lit�,l�l� 1. a`' PN i CON QTY. Southwood Plant Schedule SCIENTIFIC NAME COMMON NAME SIZE ROOT O.C. COMMENTS TREES 16 16 Ginkgo biloba 'Autumn Gold' Liquidamborstyraciflua 'Ward' Ginkgo Cherokee Sweetgum 2" Cal. 2" Cal. B&B B&B See plan See plan Single Straight Single Straight Leader, Specimen, No Tight Branch Angles Leader, Specimen, No Tight Branch Angles SHRUBS/HEDGE 34 Viburnum nudum 'Winterthur' *IRRIGATION BY OTHERS, COORDINATE W/ L.A. Smooth Witherod 3 Gal. B&B 48" O.C. Tighly planted to form hedge CALCULATIONS -LANDSCAPE Tree Canopy / Requirement: 15% of Total Site Area \ \ -4 / Total Site Area 425,894 Square feet / Gross Site Area 416,620 Square feet — — — — Rec. Areas Pond Area 605 0 Square feet Square feet — — — — (-) (-J Wetland Area 8,669 Square feet _ y Required: 63,884 Square feet - _ — — _ Provided: (+) Tree Save 244,886 240,198 Square feet Square feet 0 N CASE NO. / / �OMACASE NO. — (+J Canopy Bon us 0 Square feet �% E ay / 21-03-0029P / 21-0 -=0029P \ RF9 (+J Proposed Trees 4,688 Square feet 2 E 4,ds) /' ,' / 4ps9 // \/ // / / / / /�--/���--� / �' N / / Street Trees a35 ¢ LL g 3 / aLL Requirement: 1 Large Shade Tree (1 1/2" cal.) per50 Linear Feet of Frontages W t M l / . 415. \ — \ ¢alum z 000, / / 414 13 f vs s� '� s — Street Frontage: 1,892 Linear Feet a j o N 411 415 _ — — \ i Required: 38 Large Shade Trees z W v M 116* o s.i. zogGe i — _ 415.70— — 5 � � � 6 / � ,,;„� .�,« •. �, � Provided: 32 Large Shade Trees � c = x N \ / ?a /' /� 412 413 _Jma w EFFECTIVE s" ,y o G a 100-YR / / / 414 _ / Interior Parking Lot Trees _ _ Z FLOODPLAIN / �- x v Q n O / PER LOMA / Requirement: 1 Large Shade Tree per 10 Parking Spaces Lr; U) / 415 > / CASE NO. / / / wP o eurr� �� - so o w / / Parkin Lot # 1 / 21-03-0029 / Parking Spaces: b o W Required: 1 Large Shade Trees D ~ Provided: 0 Large Shade Trees vi Parking Lot #2 � Parkin Spaces: 0 Required: 0 Large Shade Trees \ Provided: 0 Large Shade Trees 0 Interior Parking Lot Landscaping Area o A Requirement: 5% of Paved Parking and Vehicular Circulation Area shall be w w IF Landscaped with Trees and Shrubs o a e Parkin Lot # 1 0 0 / Parkin Area: 4,023 Square feet 1 DATE -� 4Required: 201 Square feet > r ) M Provided: 672 S uare feet o 04/Ol/2022 W HORIZ R A W Parking Lot #2 } DRAWN BY / lae i - - - - -�- - - �- - -- - �- - - - , 14+A.5 Y4�90 ) D, 1 + 0 0 13+0 A _= Al2 53' P B 12+00 1 0 11 Square feet % %j" ProRequired: fde0 Square feet •---A � DesicNED BY N A N 43 I Screening \ • \ \ 3 Requirement: Parking ares consisting of fourspaces or more shall be • CHECKED BY (7) GB - (3) LS screened from adjacent residential or rural districts. Provided: Parking lot is screened by a hedgerow of 21 Viburnum from • (4) LS) A / I adjacent propertyand by 13 Viburnum from the street SCALE -EMENT I / 434 ®:'• IL \ W (6) GB \ 1 \ \ _ \ \\ \ \\; z \./� 4242 1 (6) LS i \� \ \ \SAW LU \ O \ ,a \ \ \ o�\ ♦ ` (21) VN / / 2+ --+- - DISE w 0 _J CWO LL O (3) GB / / / / o LU 4 p>8 \ \ \ \ \ \ \ \ \ � \ \ ♦ NA \ \ \ \ \ ,°° / / / (3) LS - ( \ / 448 0 O U r _ \ W 422 \ \ \ 421 445 i \ ♦ \\ \�\ \\ \ —� — \ \ ` / P ono O 446 / ..':.•,�'� v Q -42 396 a; MBREAK/NUnr„o� _ \ / / + i/) u 2 1 - \ \ \ \ C\ \ \ \ \ �o ONE (STsJTEL�� \ \ \ A--� U \ \ i Cq� Cz 47039 \ 1 co CIZ 0 1 60 v w SHEET NO. CU 1-1.00 0 c