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HomeMy WebLinkAboutSUB202100128 Plan - Approved 2023-04-03T SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: c•>tr_w_vDr_mPA111111 y:4 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 090A1-00-00-001EO 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 LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL.H U BER@TIM MONS.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 51003C0407D, 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. AGRICULTURAL/FOREST DISTRICT: NONE PUBLIC R/W: 1.19 AC. OPEN SPACE: 8.25 AC. PROPOSED LOTS: 3.06 AC. TOTAL AREA: 12.50 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 ITE PLAN LAND USE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE 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 7/8/2021 J- J, P G 0\6 L SX cJv 0A _ o `n St � ld� .nyAp a o i Est VICINITY MAP 111=1000r 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 C0.00 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 SFE) Gi.98 BUILDING ELEVATIONS AFFORDABLE GeNDe Gi.ii BUILDING ELEVATIONS AFFORDABLE SPI) G1.12 BUILDING ELEVATIONS AFFORDABLE BASEMENT SFID - C2.00 EXISTING CONDITIONS & DEMOLITION PLAN �0.nn SEDIMENT GONTROL NOTES & DETAILS _8 GONTROL NOTES & DETAILS 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 STORMWATER MANAGEMENT PLAN C6.02 INLET DRAINAGE AREA MAP C6.03 PIPE & INLET CALCULATIONS G6.03 STREAM BUFFER MITIGATION PLAN 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 APPROVED by the Albemarle County Community Develo Sent Department Date CLINT W. S FFLET > Lic. N .54390 4 2025 �, • r�7 Z Er U U W 0 z z z z z O W W W W h W 0000� U U U U Z zzzz¢ O O O O U U U U U ¢ W W W W W 2 R 2 R R O O O O O W W W W W N Q O N w (SN O ¢ M coN W N V\INM DATE 07108121 DRAWN BY 3. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W > ^ LL W J 0< Q LU J DO m W \ WJ �`�U Q O W Z 0 0 0 W " 0 0 0 2 10 R JOB NO. 47039 SHEET NO. C0.00 L File SUB202100128 PROPOSED BUILDING HEIGHTS BY BLOCK 0!OLT H (-) � NEIGHBORHOOD CENTER SPECIAL AREA F /� BLOCKS 3 4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM ��� '%� • HICKORY STREET RIGHT-OF-WAY) • �ot CLINT W. y: REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: NO MIN., 40' MAX. 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 PROPOSED: 37.6' MAX. STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. PROPOSED: 37.6' MAX. : u 2 S FFLET > 4 C, Lie. N 54380 • 3/ 8/ 2023 ••• f�4 ��ti 0 ~�h'NiiN� %`600 M E O O rn U N N C > E w v E U v 3 a LL o 3 p LL - wO `mom 0' W L M a_j U00 aj -� z O .. o rn .. (D LU N� a w�CC Z f ? U 30LnQ w jX .0 W� ZO 2222in ¢� � �z $ M '--' w aW Lu 0000E C) O O O O U U U U U ¢ � aaaaa s O o wwwww _ U �(AU)(A(n ti, � h ti ti > w > w > w > w LU w O N rq N O rn W H en 00 U \ a N \ V \ M z 0 U) DATE 07108121 0 } DRAWN BY J. FOX DESIGNED BY • • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE N.A. � N v J w 14 J co / 1 W z w I = w LL Q > LL c (3 0Qa J m T J a Z d `- m \\ L� O LU 10/ U w I- LL a a 00 Q U W 7 w m > M o LLI N W m Q 0 0 LL m ° O a0 O 3 a O LLJ U w J a O U0 O 0 U m 3 0 o ' ^ m V I m 0 a 0 0 JOB NO. t 5 0 47039 M 0 SHEET NO. M C0.01 HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SUB201900174& SUB202100019 Number provided SU62021000115UB202100079 Number provided 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 LOTS HOUSING TYPE OF DWELLING SPACES SPACES PARKING SPACE UNITS (D.U.) REQUIRED PROVIDED LOCATION 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 NON- 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 ° / OF 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 & 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 1.5 NEIGHBORHOOD SODO 0 10 4 4 2 0 4-12 10 3-6 6.7 0 0% of the total 10 0 10 100% 4 1.7 DENSITY 5000 0 10 8 Z 0 0 5-14 10 3-6 6.0 7 70°� number of 3 0 3 30% URBAN DENSITY residential S 6.8 RESIDENTIAL 5000 55 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 1.2 10000 0 16 12 2 2 0 0-17 16 0-18 13.0 11 69% 5 0 5 31% PLACES 9 1.7 10000 0 15 0 0 15 0 0-61 15 0-34 9.0 16 100% 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 0 46 0 0 45 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 D 196 46 12 117 161 N/A 336 N/A 9.9 125 37% 60 161 211 63% TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY BLOCK ASSOCIATEDPLAN(S) STEEP SLOPES (ACRES) OPEN SPACE REQUIRED (ACRES) OPEN SPACE PROVIDED (ACRES) TRAIL &PATH AMENITY REQUIRED (ACRES) TRAIL &PATH AMENITY PROVIDED (ACRES) REC. AMENITY & CIVIC SPACES REQ.(ACRES) REC. AMENITY & CIVIC SPACES PROV.(ACRES) MINIMUM RECREATIONALAMENITIES&CIVICSPACE REQUIRED RECREATIONALAMENITIES&CIVIC SPACE PROVIDED TOTAL GREEN SPACE REQUIRED (ACRES) TOTAL GREEN SPACE PROVIDED (ACRES) TOTAL AMENITY 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 BTYPE 1 PRIMITIVE TRAIL 0.56 Z,025 1 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL THIS PLAN 6.60 0.20 0.20 1, 727 LF CLASS B TYPE 1 PRIMITIVE TRAI L 6.60 8, SSS TOTAL 7.16 0.25 0.25 TOTAL: Z,132 LF CLASS B TYPE 1 PRIMITIVE TRAIL 7.16 10,580 0.10 110 0.20 0.00 1.40 8,700 SDP202100019 0.44 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAI L 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 BTYPE 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 O.OD 0.00 0.00 SDP202100019 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 1,774 SF 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 500 SF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 5-g 1.08 0.11 0.66 600 LF CLASS B TYPE 2 TRAILSa 2,693 SF GARDEN 3,9405E PARK 0.90 28,551 4,0005E NEIGHBORHOOD PARK OR REC. AMENITY` 1,8555E PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS SDP202100019 746 LF CLASS B TYPE 2 TRAILS 9,5975E 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 RAI LS 1.42 38,684 0.38 0.00 0.50 0.13 0.63 22,700 2,112 SF PLAYGROUND 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 TRAILS b 4,434 SF OPEN FLEX SPACE 6,779 SF REC. AMENITY 1,493 LF BLOCK 2 TRAIL (BLOCK 2, SEE ABOVE) S,ODO SF NEIGHBORHOOD PARK OR REC. AMENITYc 1,211 LF CONNECTOR SITE PATHS 1.37 23,560 SDP202300071 0.00 0.00 0.00 0.00 0 TOTAL 1.64 0.51 0.32 1.37 23,560 12 0.00 0.00 0.00 0.15 6,SOOSFACTIVEUSEREC.AMENITY 0.15 6,500 SDP202100071 0.00 0.00 0.15 6,500 SF ACTIVE USE REC. AMENITY 0.15 6,500 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 bFOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 cSPACE REQUIREMENTS IS CUMULATIVE AND MAY 8E PROVIDED USING NOT MORE THAN 6SPACES, NONE OF WHICH CAN 8E SMALLER THAN SOOSF DISTRIBUTED ACROSS BLOCKS L GENERAL NOTES LEGEND 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). SEPTEMBER 14, 2021 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) THE LINE. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 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 NOLEAD 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 At 17.1-03. 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 CONTRACTOR. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. REVISION OF THE ACSA RULES AND REGULATIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. An portions outside the right-of-way or easement must be � Y YP corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between m measurements. Show the as built centerline over the dent centerline. Distinguish between the b � � Y 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 treatrnent(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. Forman this is sent directly to the coup on an AM-4.3 from VDOT when VDOT requests that the Board of Y. Y county q 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. 'Ibis 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 listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. 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://W W W.V I RG I N IADOT.ORG/BUS I N ESS/LOCDES/2016-ROAD-AND-BRIDGE-STAN DARDS.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) COUNTY OF ALBEMARLE Department of Community Development x 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 individualpreparingthe drawin s on the title sheet. g 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. F 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 d, $ 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 P Y $ YPr 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 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of P ( ) P Y Y q 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. S. The maximum allowable slope is 2:1 (horizontal:verticat). 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). Op CLINT W. S F4 05FLET Lie. N 54380 8/ 2023 i M E 0 rn o N � N C > E w uE w v UM Q o 3 p LL - wO `mom d _ V IMo W J -N M d W N Z W 2 Ir 30'x a LL o< �v U-) =v>M 0 Fi N � M a� o w Uri M 0 x c� 0 0 w w_ U U a Z 0 U) 0 0 am O oc 0 Z O a_ U U rn w 11 ti ti ti ti Z ZZZZtn O LLW W W W - of U U U U Z Z Z Z ¢ O O O O U U U U U ¢ C4 C4 W W W W W ao.o.aa Eli ILL] WWW yr yr cn yr to ti ti h ti ti »»> W W W W W N N'rN Q nn\W N N V m N M DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W (W V J J l� l LLJ > J awa 02: L J m Q W Q 06 > O Cn W r z W O O LU z 0 O O L� 1 rA 10 R JOB NO. 47039 SHEET NO. C1.00 L FIRE PREVENTION STEPS DURING CONSTRUCTION A. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. B. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. C. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. D. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. E. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. F. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. G. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. H. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. A u A R1-1 STOP `Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 Z75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 125 36 .875 12 12 C 6 15 48 1.25 16 16 C a 20 COLORS LEGEND - WHITE (REMOREFLECTIVE) BACKGROUND - RED (RETROREFLE(RVE) 1-1 MUTCD STOP SIGN DETAIL No Scale ROAD CROSS SECTION HORIZON ROAD (25 MPH DESIGN SPEED) _t r r:_t: ■ 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 WA' AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) ROAD CROSS SECTION PARADISE PARK LANE (25 MPH DESIGN SPEED) • ■ ■ 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 VDOT DETAILS LEGEND STANDARD TITLE PAGE ES-1 FLARED END -SECTION FOR 12" TO 60" CONCRETE PIPE CULVERTS 102.01 DI-1 STANDARD DROP INLET (12" TO 24" PIPE: MAXIMUM DEPTH (H) = 10') 104.01 DI-2A, 2B, 2C STANDARD CURB DROP INLET (12" TO 24" PIPE: MAXIMUM DEPTH (H) = 9') 104.03 DIMENSIONS, NOTES, AND QUANTITIES 104.04 DI-3A, 3B, 3C STANDARD CURB DROP INLET (12" TO 30" PIPE: MAXIMUM DEPTH (H) = 8') 104.09 DIMENSIONS, NOTES, AND QUANTITIES 104.10 MH-1 MANHOLE FOR 12" TO 48" PIPE CULVERT 106.01 STANDARD MANHOLE FRAME AND COVER 106.02 STANDARD MANHOLE FRAME AND COVER 106.04 SL-1 TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES 106.14 PB-1 INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIR. PIPE BEDDING AND BACKFILL - METHOD "A" 107.01 UD-2 STANDARD UNDERDRAIN FOR USE WITH RAISED GRASS MEDIAN STRIPS 108.02 CD-1 STANDARD COMBINATION UNDERDRAIN (AT LOWER END OF CUTS) 108.04 CD-2 STANDARD COMBINATION UNDERDRAIN (AT SAGS AND BRIDGE APPROACHES) 108.05 CG-9D STANDARD ENTRANCE GUTTER 203.03 CG-12 CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES) 204.01 CG-12 DETECTABLE WARNING SURFACE (TYPE A, PERPENDICULAR APPLICATION) 204.02 CG-12 DETECTABLE WARNING SURFACE (TYPE B, PARALLEL APPLICATION) 204.03 CG-12 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL & PERPENDICULAR APPLICATION) 204.04 NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFERENCE CURRENT DETAILS IN THE VDOT ROAD & BRIDGE STANDARDS. 6"x6" POST 4�,�,. 2"4" RAILS CONCRETE FOOTING 3,000 PSI @ 28 DAYS VDOT #57 STONE 5' SIDEWALK 5' SIDEWALK NOTES: - ALL LUMBER TO BE PRESSURE TREATED - ALL FASTENERS TO BE GALVANIZED ­412" MIN.i­- THREE -BOARD FENCE DETAIL No Scale 6"x6" POST STEEL EDGING ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PATH SECTION No Scale NON -SLIP BROOM FINISH 3/16" THK. STEEL r EDGING W/ 12" I STAKES @ 24" O/C 2" COMPACTED STONE DUST PATH 4" COMPACTED VDOT #21A STONE BASE L COMPACTED SUBGRADE - 95% S.P.D. VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS i NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. I191WW • T E • 1w.��•����� 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 21B 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 4 CLINT W. ,S FLET 0��• Lie. N 54380 _ 3/ 8/ 2023 i M E 0 o N � N C ¢ o > E w v E � .WU ¢ LL % 3 LL O wO `mom d J U 00 w J —N M Ol (DLUNV w v 0 3nX LL oa =="j. U-) _ N =v>� C Lr; s Fi N N M 00 a� C� M O 2 C7 0 0 w LU U U z O U) 0 0 z 0 a CC U w 11 ��1_n �1_n� Z 2222Tn O W W W W- iiiiW LU O O O O LU 2 z 2 2 Q O O O O U U U U U ¢ K KKK W W W W W a 4 a a 2 W W W W 2 V) ul V) (A (r) LULULULUW K K K K K N O N N CO N V\ m N M DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. (W V J J �1 1 W > J awa C� 0Qw in w m x WLL Q x > C)U) w w z O0 W ° z DC O �T i 0 Y L JOB NO. 47039 SHEET NO. C1.01 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE FRAME & COVER SEE FIG. S-I-D, E 000i0� " " WITH PART V, SECTION G OF THESE SPECIFICATIONS. ��64040 IfOF/ �E E PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS FRAME &COVER STREET SURFACE OR NON -PAVED AREA •t•`�p � j O •% nt, P AS DIRECTED. MARKER LOCATION MAY BE SUBJECT -, ', • . • •-.'a, (SEE FIG. S-I-D,E} E I v TO HIGHWAY DEPARTMENT APPROVAL. tea._:. .. 4 SLOPED AREA A •! CLINT W. Z. w ❑ ¢N P� x N E ,,, • 4 DUSTING SANITARY 'a •.' SET DOGHOUSE BASE F,� .a STREET SURFACE OR NON-PAVFp AREA v 2'-0" 1'-0" MAX _` RUBBER COATED STEEL STEPS �� S FFLET is • • a 3 L----� o 'u Ux o FINISHED GRADE ON CONCRETE BLOCKS -- SEWER PIPE ., . SLOPED AREA a CAST IN PLACE (/�04 =.q"� Lic. N . 511flfl oy Na E EB E Ew Na ;.. DOGHOUSE OPENING SHALL • - MIN. 12" CLEARANCE B£ PREFORMED BY "' ','^~•. BETWEEN EXISTING PIPE •'-°.'".;,.�'•..' .• ,., ° PRECAST REINFORCED CONCRETE a • 'F 3�g�2023 !V • G • Z� n� MANUFACTURER OR AND STONE BEDDING CUT TO FIT PI P£ *.. :. k ,' 1'-O"MAX SECTIONS WITH"0"RING SEALS - OR APPROVED EQUAL s • S m ,I SAW . , os NAL w a o o I III If OUTSIDE OIAMATER PLUS 8". 2' On ,,��������' of e i f ADJUSTABLE TRAFFIC RATED ' -�' : N-W MIN n a E •�. E S Y� � gp E VALVE BOX W/ LID 11 12" THICK VDOT `• • ^ THE DROP CONNECTION SHALL BE 6 E p 4 (y E�ur3 E6 YT I$ Ew w z U Na. 88 STONE BEDDING AN . SOLIDCONCRETEBLOCKS RUBBER COATED STEEL STEPS CAST IN PLACE 3' O MIN DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLEP IN 6" LAYERS AN D m o 0 CENTER COMPACTED BY HAND TAMPERS OR s b o ❑ z N (a Eack)R DOGHOUSE MANHOLE BASE PRECAST REINFORCED 122", MMI°NX 9ACKFTLLED WITH SELF -COMPACTING STONE. N x cS �= o , CONCRETE SECTIONS 12 MIN „O SEALS a 16" MAX ¢ o E iv RING 5" E rt •�'aa E e1' MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE MINIMUM ELEVATION , G MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MfN ACROSS M.H• FROM INLET TO w I- W >' E b,� ','� BE CONSTRUCTED AS SHOWN WITH 3,000 Psi CONCRETE ON FIGURE S-1-A OR NON GROUT DIFFERENCE ACROSS M.W. S" 4-0" VARIE A .° OUTLET SHALL BE 0-20 FEET Q 3 �mE -SHRINKING FROM INLET TO OUTLET ° LL o r ®E E �m M.J. GATE VALVE SHALL BE 0.20 FEET, - CONCRETE VARIES A FILLETED INVERT FOR q SMOOTH '. .. a TRANSITION OF FLOW BETWEEN Q of L m a z —Z ^ m m' ' DEPTH OF FLOW CHANNEL TO BE FILLETS " ;. •p . INLET & OULET PIPE SHALL BE w H - Ln O -- -- ALLOW CONCRETE AL WRAP EXISTING PIPE WITH 3 4 DIAMETER OF •' • ¢ PROVIDED. � o O d o FLOW A MIN. 7'-0" BEYOND BASE NEOPRENE GASKET MATERIAL - CONTRIBUTING ..4-=�---- °' + ••p' C7 �++ v ,,.� .4 1NEOPRENE OF STRUCTURE BEFORE FILLING THE OPENING SECURER BY 2 NOW SEWER, 4 _$ ' .12" 3/4 DIA OF LARGEST p cn x ul O T WATER LINE CORROSIVE s1RAPs, 1 ON EACH SIDE OF OPENING A FILLETED INVERT�R A SMOG = TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PIPE IN MANHOLE MIN, 6" BEDDING WITH N0. 68 STONE o W = = v N w z n u 2 2 2 2 v .� . ` 12" MIN. CAST -IN PLACE PROVIDED. MIN. 6" BEDDING NOTES: c Z 2 a p 1 _ 1 3,000 PSI CONCRETE BASE NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 0 > O O O O c aE $ E ar FOUNDATION SECTION VIEW 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, w v U U U U z ` �w ".� E m `a ` N 2500 P.S.I. CONCRETE E 2'x 2' BEARING AREA. „ I I ..III .. • i l I I 1 , d 4 ... i ...... 4 1.1' 11 i' � � � � � "� � � � � r � � DNS, SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. a O _ �L mu w�u Cv au ro a THRUST BLOCK •.Q NOTES: 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED & GROUTEDzz " u Q' 1, CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOWONSIDERATIONOVEN EXTENDED OR NON -EXTENDED BASES. INSIDE AND our. 4. SPECIAL SSTEEPBSLOPES. FOR ENTRANCE o U 0 U 0 U o U v c d FLOW TO THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED ON SEWERS NTH n o .4 a a 2. POUR A SHELF' TO THE LOWER HALF OF THE EXISTING PIPE. INSIDE AND OUT. ? a a a a a " 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" TYPICAL MANHOLE SECTION o 0 0 0 0 0 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 W W W NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ACCORDANCE WITH THESE SPECIFICATIONS. 0 C4 C4 C4 C4 TYPICAL MANHOLE FRAME & COVER TYPICAL MANHOLE BASE N.T.S NTS > N N TYPICAL GATE VALVE SHOWING "DOGHOUSE" INSTALLATION s—I—A FIG. FIG. S-I-C w N N N N M Qo N.T.S w ~¢ - -- TD-25 FIG S-1-D NTS N.T.S = N W -26 FIG_ W-5 FIG. S-1-Al ¢ M z VARIES VALVE BOX NOTE: HYDRANT MUST BE -FlNISHED GRADE o DATE 4" DIAMETER BRANCH EQUIPPED WITH CHARLOTTES - > AND VALVE M.J. PLUG VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES COVER LIFT NOTCH 14 1/2 12 3/8" .II I � • � I AIR RELEASE VALVEJ MV REMAINING BACKFILL SHALL � o 07/08/21 DRAWN BY 6' MIN 12 1/2" NOT CONTAIN ROCK MATERIAL VARIES 2' TO 10' 36"MIN LARGER THAN 5" IN ANY J. FOX (270') P DIMENSION DESIGNED BY 1I3"-22" '7 ALYE BOX ��- BRASS OR BRONZE PIPE BRONZE GAZE VALVE 24"MI • CU. FT. WATER INTIAL BACKFILL* #BB STONE I 8"MIN (6" LIF-(S} • C. SHIFFLETT WATER MAI RESTRAINED JOINT FITTINGS DRAIN TO GRADE EMBEDMENT THOROUGHLY * BYHANDCOMPACTED OR APPROVED • CHECKED BY " ' ,• • 6" GATE 42 MIN • CAST IRON LID 18" METER BOX IF POSSIBLE ��' T SPRING LINE OF PIPE MECHANICAL TAMPER • C. SHIFFLETT ON—LINE �, +' VALVE ;'#. �•I .. I HAUNCHING NO. 68 STONE — — SCALE (TYPE „B„) a x s" i •. �;: TEE I BEDDING 6" max • _ _ 4" min N.A. 2500 P.S.I. CONCRETE ^`r BASE AND THRUST ; r.;:.i: 11p„t. '' ° `'^' BRICK SUPPORTS OR SOLID CEMENT BLOCKS FOUNDATION (SHALL BE BLOCK AGAINST UNDISTURBED STABLE a Y 4 '�� 'L .✓ CRUSHED STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE VARIES THREADED COUPLING SOIL. STEEL PILE N'� ALL PIPE} NIPPLE AND PVC PVC SLEEVE CAP 7 RESTRAINED JOINT FITTINGS 18" COPPER" SOFT ^' , V WHEN THE SOIL IS DISTURBED OR WHEN WHEN j LUBRICATE ALL THREADS A HYDRANT IS LOCATED IN A FILL, IN ADDITION THRUST BLOCK METER BOX (SEE FIG. W-7) TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 6" EXTENSION CORPORATION STOP w 6" NOTE VALVE 0 NO, 57 STONE PIPE SLOT 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. M.J. FITTING NOTE (2 PLACES) 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED J 2" PIPE SLOPED TO DRAIN IF 7. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 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" ~ > VALVE BOX. BEDDING OF NO. 68 STONE 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 BEAD END ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT "A"} PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. THE MANHOLE CONE. (TYPE ��/ TYPICAL SEWER PIPE TYPICAL METER BOXES I"I"I TYPICAL BLOW -OFF ASSEMBLY TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (5/8"-'1" METERS) INSTALLATION IN TRENCH Q ' (n J AIR RELEASE VALVE (ARV) TUTS N.T.S. FIG. W 4 NTS NTS J < FIG. W-a FIG. W-7 NTS FIG. W-9 FIG. S--3 O Q w L Jw m 0 W Q °6 >°LL Z C) Z) 0 O Z W I� I� 0 0 T� i 0^, � Y JOB NO. 47039 SHEET NO. C1.02 L NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLO7TES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' iD 10' (270T STONE 18"-' 22ALVE BOX 7 ( FT. #68 S'ONE 42"MIN 6" GATE VALVE :G B..X 6" TEE 290D P.S.I. CONCRETE `+ BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILL - WHEN THE SOIL IS DISTURBED OR RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDI7ION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT C INCLUDING DITCHES ) I FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE DATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS STALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TT) BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SMALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 H- z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW A 7, CHANNEL 1/4" : 1' MIN 4N 1 . Y `1 BRANCH 12" I ` x/ ! f C l 4 2- FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL E BE CORED AND A FLEXIBLE w CONNECTION " BOOT " INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TO-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 G.V 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 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE I ^ SECTION SERVICE LATERAL LIN LINE WE -TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. Fia S-2 TD-33 - FOR BENDS R" & SMALLER USE STRAP ON WBEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING - FOR BENDS 10" THROUGH 12" ON ALL PIPE USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 1B" BEND USE 3 STRAPS AS SHOWN. D BARS ®92ON CENTER 'I FOR 19 RFMO'S M 1 ARI'_F'R V ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND Si7F A B I C 0 I E I F e -- s 1•- r-3 r-" v-21r-orli v4" 8' r- r 8'- V r-r 1 1 e 111/4' ia' r r r' r- X-01 r Tr S- 4'-r 3'- r- 3'-r 2" is' 3'-6 W-5" 31- 31- 4`-5' 2 1 " V - r r-s 3'-a 7 7- r-e , i 4" r w-a 4"- Y-r r 3v-3-1 r 22 1/Y 10' 3'-s 5- S- r�9 V-91 r 1r '- 3' 3' •-J24 18' W-a T r-3 4'- W-B 4" - 3'-a" Ir r-a" r-3 3'-3 6" r-s' 4'-6 Y-w 8-0" N-W 45' 1M" 4'-s^ r-5 Y-[A 4'- b'- 12' V- W- r-r 5- V-r 11'- 3'-e" C i-3. CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE 1.1 ["in = I HICKNE& ;TRAP = PLATE v 1us' '1 CONCRETE CLASS "B" R I C- SECTION ' BOLTS STANDARD FACE CENTER OF B OF OOCKSCHOR CONCRETE BLOCKING FO UPPER VERTICAL BENDS N.T.S. Fla W-3A TD-4 Top View 6" MINIMUM -.I NOTE: RESTRAINED JOINT FITTINGS. 42" Minimi - - - I Cwtificatw at 95X aampactIm reWtred 4 Galvanized Steel Beam, W12 x 14 (min. size) -\ 3' min. penetration Into undisturbed so;I , or as approved by the ACSA. Side View r'144 'I I4 e 411 4 'vl� I I h 1 '✓ TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B a i' C 009014 . 3/4• MFLE PIPE C KOW M IIPPPOI£D EWrL DUAL SERVICE '71P[H447asTiLN� 1/8 ee0 CgAxO-\ RR UW M ATUG'NFD 4 FAWY RFIWFNA1 9RMI ON WAL RENDENnAL ma IWX 70N 9RMoM 2. R 1^ rfIFIPRERNx1 . ]/•" NINE PRE axIPONF OR N4RP.Fa EQIPL /M USE NI DETAaIFd 9M FAMILY RESDENi SERVICE n11ERE AN IR URM VI Is NOT PRCe9Ea. RW IM T"' sm GRA9E NETT eax `•- •-CaAgGnW s1aPvk"$.,_y''t,.r'N�-NERAARY MINIMUM nINARE94j r-li-�m�,.Ec'rv.:"1:.n N)GR LATE 201 N0. SY „•,y.� y . ABa1FRAlE 1) BINS 31PLL BE 119:a ON RC RR:. NO 2) Na 9NFAlEn FITTINGS 37NS N]TNlFe w,NIN F1asT1NOP 0. OR PP0WaT RGIff aG1IF-a=-YMY MINI BE IA61N1En IN A 2-Ip.1 al PVC 9aR-21 Qd H9PE qH1 C0.4N6 RPE TYPICAL SERVICE LATERAL INSTALLATION (3/4" & 1" METERS) NTS FIG. W-6A rD-10 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF MAY. VARIES -LO'i>-► 30't� S• 10' S, WATER SEWER O � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.? EASEMENT WIDTHS' WATER DR SEWER ONLY - 2D' MINIMUM WATER &SEWER 90• MINIMUM ]t SEE PART 3, PARAGRAPH ➢7 SEPARATION OF WATER L SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 40° TO THE RIGHT OF WAY, UTILITY LOCATIONS &EASEMENT WIDTHS NTS FIG. W-i TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE • STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOILAS ACKFILL - 4 I 8' e" MIN MIN $68 STONE ACSA STABLE SAIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL_ SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT 1N ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION &BEDDING NTS _ FIG. W-2 -... v S q i• � i• i" A J' � ♦1 : r N `�21 a !• ! r r 1 M I 1 1 rAT VALVES 2. USE11 P.S.I.CONCRETE 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SMALL BE•E E E I F AM THRUST BLOCKS. CONCRETE . THRUST BLOCKS Ir PIPE DEGREE BEND DIMENSIONS 4NIS 5 VOL. TEE AND PLUTS VOL 5f2E OF CU.YD. (FEE CD.YD. BEND L H T L H T 90 2.50 250 3.D1 0.24 4" & 6" 'U" 2.4Q 225 264 0.15 2.00 2.25 25O 4.15 221/2 7.50 200 252 0.10 71 1/4 7.50 Z00 250 0.14 90 3.66 3.16 3,21 0.48 45 2,66 2B8 277 0.26 8" 221/2 t.86 218 289 0.13 3,16 291 266 0.32 11 t/4 1.66 216 267 0.13 90 4.83 3B3 3.42 0.83 tD" & 1Y '4�W4444W4� %%!OLT H � tr CLINT W. �u/,S FFLET �� Lic. N 513t0 3/ 8/ 2023 i Mr cc j CON > LU LU ED LL 10 7 10� 0 0 W M E O 0 rn u N Pi N C > E w ai E C) LL � n w O m ,� a' W L M Q_j Vo0 Z O_ -u1 O M CDw N� a a Z f ? V �i 0 O Q W Lin� � � 22221n aNiM � 0000z O O O O U U U U U ¢ K K K K 04 � a 4 a a 2 o0000 O wwwww x v) v) cn v) to 0 W W W W W � K ix K C C4 2 F N � N � O N \ U Q Z O V7 DATE 0 07/OS/21 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE • N.A. • � N v J �1 I w/ z li w Q > J awa K OQ W Q W > o Cn W�-w Z O � w z O O �T i 'O V / JOB NO. 47039 SHEET NO. C1.03 L (4 J� CLINT W. y: �u2S FFLET >� f f / ✓ Lie. N 5/380 f�Ar 8/ 2023 ti'SSIpNAL �'�G,,, • / 1ic No. now �tiJNeN��e� 'gIONAL �"' - M 0 o t 1 �' ' ' - -- ----- v E _—P-1-`"--- < U a 3 o Lu Q U m Z j s ~.��!^ e m. �- _. eL j ld W 2 d(A N N tl P W—O�f 4 (7 W 7 '.,.^pr � �l y�j, S s. N Z = U > � O LLl LLl LLl LLl I w 0000 H-2 _ �� zz f� J-2 a BLOCK12 } zz 0 00000 j ,a wwwww BLOCKI1 - 2 4u ' wwwww s'BLOCK 9 a � J la ����� BLOCK 2 -- ry 4 ,y � ^� CZ t yam^' 0 >~ H \ N \ \ 14 . J-4� .-- % V vl DATE 00 Q N \ \ \ 4.- r ? Pam --- --T � �i� } ® 10130119 0 \ H-3 "_ •+` i _..- _�3 Y•, V z- DRAWN 61' ; DATE > _ „� BLOCK 10 H-s J-B J� p7 .�C' i. — { � `, L-- � � q/ �`� S. HARvEY o 07/08/21 P-9¢__ - "" y DESI(dtlED BY } DRAWN BY ---"� _} f .,. Pi0TFS 9 { \\ r C �l .� HARVEY J. FOX • DESIGNED BY \ 1 t 4 \ } a E. STRICxuwp \, %f 1-7 �- [ 4 L t 1 i ' t — — 3r.;` �; • scaLE • C. SHIFFLETT TTRNU-r`�NE ` ! f' 1,\ I " f N.T.S. • CHECKED BY �� ry I �T 1 'T —� tr Y 1 �t` i /F} Q \ % f 4`` ** • C. SHIFFLETT Q I 4 t -�` t { t 11 It r • SCALE I BLOCK 'Hs,. x- 1 1 — \ .� I i y _ Cd !t } iq ,` I i--I • N.A. ti� J I C� \ t�R \� Lu LJ ,��" y • J . �, 1� ` \\ f`� P 14 , , ! / rti —f. <V ti' r Q-�G.i�] I f j-'� Lu '�J .'-� f � � _ i ` U} s FUTURE / I I I W � i--d RESIDENTIAL \ \� Ld a Q V� { I n� > UNITS f f d ``. , w G`.� (�� v I % ! t r �, L~ \ 1" ,.0 ��� ¢ 4F c m �— �, J o BLOCK 1 W < Z m BLOCK 3 _ .: _. "\ f�`� Lu w z © A Q ~BLOCK 5 _ { y/ \ ` o a iQ Q _' s W '� �g Q C) 0 � `"'`/J� m C uj 0 BLOCK 6 >� BLOCK 4 ` 13,. p e2 ri_, \ Q �/ ' \ _ u �1 � W '►BLOCK 7 ti a_ _ �' j \ t� C — ` i1 i a 1 _ �g O a \ 4 PIPE LEGEND W B O NEW PIPE 40919 = a mG o / \\, f� — EXISTINGPIPE slreTN}. La / / _ � c9.o L O V7 JOB NO. 47039 PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. SHEET NO. C1.04 L L DESIGN CRITERIA • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BYTHE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON IV1912019. 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 WRIT 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 t UNIT «o DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM I UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •+ BLOCK 3: •« RESIDENTIAL UNITS = 22 *+* AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 .• BLOCK 4 •« RESIDENTIAL UNITS = 10 ••• AVERAGE DAILY DEMAND= 1.68 GPM ATJ-12 « BLOCK 5: *** RESIDENTIAL UNITS=71 •« AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 « BLOCK 6: •« RESIDENTIAL UNITS = 6 •RR AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 One BLOCK 7: few RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 ** BLOCK 8' RESIDENTIAL UNITS = 5 004 AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 ** BLOCKS 9-11: 444 MIDRISE APARTMENTS = 69 UNITS •••• FLOW FACTOR = 270 GPD / UNIT *000 TOTAL DEMAND = 18,630 GPD •••• DURATION =24 HOURS ••• ** AVERAGE DAJILY AND = 12.94 GPM TOWNHOMES = 32 UNITS 0000 FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD 0000 DURATION z; 24 HOURS •••• AVERAGE DAILY DEMAND = 6-00 GPM ••• STUDIO APARTMENTS = 32 UNITS •••• FLOW FACTOR = 270 GPD 1 UNIT 0000 TOTAL DEMAND = 8,640 GPD DURATION = 24 HOURS 0000 AVERAGE DAILY DEMAND = 6.00 GPM • BREEZEWAY UNITS =116 UNITS 0000 FLOW FACTOR m 270 GPD 1 UNIT TOTAL DEMAND = 31,320 GPD loop DURATION as 24 HOURS •••• AVERAGE DAILY DEMAND = 21,75 GPM 00*** AVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.56 GPM EACH) BETWEEN JUNCTIONS J-5, J-8 AND J-7 •• BLOCK 12 ••• ONE BEDROOM RESIDENTIAL UNITS = 15 move •o•o FLOW TA NIT DEMAND 4,050GPp TO Real DURATION = 24 HOURS AVERAGE DAILY DEMAND = 2-81 GPM AT J-2 000 TWO BEDROOM RESIDENTIAL UNITS = 65 FLOW FACTOR = 270 GPD / UNIT +••• TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS oleo AVERAGE DAILY DEMAND = 12.19 GPM AT J-2 • COMMERCIAL KITCHEN = 5,000 SF oo,@ FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 6,000 GPD o*ee DURATION =12 HOURS •••• AVERAGE DAILY DEMAND = 6.94 GPM AT J-2 *** RETAIL SPACE m 5,000 SF •••* FLOW FACTOR = 250 GPD 11,000 SF •••* TOTAL DEMAND = 1,250 GPD 0000 DURATION =12 HOURS •• AVERAGE DAILY DEMAND =1.74 GPM AT J-2 444 PHA LEASING AND COMMUNITY SPACE = 3,200 SF FLOW FACTOR =175 GPD / 1,000 SF *.** TOTAL DEMAND = 560 GPD DURATION =8 HOURS 0000 AVERAGE DAILY DEMAND =1.17 GPM AT J-2 ** FUTURE RESIDENTIAL UNITS 444 UNITS=250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 UNITS = 250 off AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND m AVERAGE DAILY DEMAND X 2.75 • •• ISO O 250 GPM EACH AT H-2 AND H-3 CONCLUSK)IN • 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 NOWSIMULTANEOUSLY, 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 RESULT'S 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 I AVAILABLE FLOW CURVE IRslontaneo" R"T•sl Camara for the Fine Hydrant Lo Imdd xi•35D FT MOMeaate►tl» 1•eee•ectimn ofOld Lynchburg Read anHickory Stated, 7H 9G 50 ea ale 40 al esas e j30 20 10 0 0 1A00 H,009 3.gptt 4.0110 5,09P 6,G00 lnnlWll'aaw�sr Test oa[e'tt}F9/2W9 TestT SU410 a.m. ' State Pre su e:421>58 '► �„ RusdualPressute:59 P5 ti � p4sewed FWW:1.313 GPM � ,+ Xotc F(awtest reallts Wete PmWded '► brAibetnatkOPUPrySettkeAuthaPry� 4 1 �4b5•rved FIOW - -Projected Flaw , 1 Dj4CLa1MER ilia flow test results are based open, nlamlaNae gathered tthe tin,ethete4 peHarmed.iheLU ya4ablliry ofthewateesystemdue to MaPgesf4 usage,demamt d peraung runt nonslaa-lude5 guarantee mateapa¢taz�Pns+agaMingavailabk pressoresantl flow wllbeewRing.PmjecMdllow nd theo•serued Flow is onl an Pstimadov_ g Legend i CSA nyanm �+! � w.� '� ngervlq n,rwrtMp t} xxmsprvxa 4eaA wm.a - _n❑ r1 < --I i nm o, 4amaa.nm.•.awm,sx 'ualH as ♦ In6m2a, PrNe40wnenplp - � } In Sanio. xCBM MneE tr t t I y f silk Rwd r drant .d' ncsn ran um I - 5A Wtlat NpN say fY9e 2031 1203 - PP�•x,. w.r. 1 R We... 5 ^k m Flex Hydras s as a, •xumli^ P �P a x , ag I n srsaeasE cb. i - o Huh s Q � - e .t, x - `01f@tAgltr q Service Auth6rity � �- �� 5 Hwy ".�,.�� o roc x: aoc axe s.ae+r�a••e �` •� o... aa.+.m.-. _ FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J-4 3-5 J-6 J-7 J-6 J-9 J-10 J-11 J-12 d-13 J-14 3-15 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 46t3 453.2 443.2 440.5 436.9 432.9 4404 444,2 457.0 461.8 455.6 451.3 5W.0 489.8 490.9 474.1 460.2 448.5 442.8 433..0 441.1 453.0 452.3 STATIC 66.9 662 65-4 66-7 76.3 78.7 82.2 86.5 877 81 919 8T8 86.1 80.6 78-5 81.2 83.0 62-0 66A 65-9 72.9 79.2 842 863 91.0 87.5 8Z3 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 87A 85A 90.3 78.2 80.9 817 61.9 66.3 65.8 72.7 79.0 840 86A 91 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MOD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 85.7 86.9 88.4 90.1 86.9 85.2 79.7 7T6 80.3 82.2 61.7 66.0 65.5 72.4 78.5 83A 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66.3 65.4 64.5 65.7 74.9 77.1 80A 84.6 85A 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 614 65.6 65.0 71.6 77.6 824 84.8 89.0 85.5 80.3 80.6 PHD+ISO DEMAND 46.9 45.0 39.8 41.0 50-1 52-3 557 599 61.0 62.6 64.3 61.0 594 53.8 51.7 54.4 563 48.0 45.9 40.0 46.9 528 57.6 60.0 64.2 60-7 55.6 55.9 AVAILABLE FIRE FLOW (GPM) 'FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-4 H-5 H8 H-7 HA H-9 HAD H-11 ELEVATION (FT) 500A 489.E 490.9 474.7 460.2 448.5 442.E 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW- ,943 4,099 2,916 2,296 1,991 1,707 1,608 1,563 1,550 1,531 1,"a 'AV/y LABLE HRE FLOW IS OALO U I..ATEU, NON-SIMUTTAN EOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT ASYSTEM MINIMUM RESIDUAL. PRESSURE LIMIT OF 20 PSI. 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 LABEL LENGTH (FT) DIA pN.) P-1 409 12 P-2 246 12 P-3 30 12 P-4 178 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-13 163 8 P-14 14 8 P-15 80 8 P-16 142 8 P-17 158 8 P-16 55 8 P-19 159 6 P-20 14 8 P-21 64 e P-22 182 8 P-23 85 8 P-24 124 8 P-25 164 8 P-26 87 8 P-27 24 8 P-28 299 8 Hydrant Flow n•,il Reporl ee"`h ty :zaa, zu: e Test Report l•eiti0e OLQ LYNCXBUAG RO Date and Time of Test FI/19J2049 IO;W�tpaot MineteSol Flew 2 < • }. .a, , aZ� _ �t spxr.t .S • A Y ) � • pipe Siaellnshes) 12 ° RrenureHydrant 12032' > „g• R sn" " r static Pressure loan 62 `. V:. ••e' A„ J a„ � �•64t1 `. Residual PMatPM("I tY Residual "D20looped " 020 Muk,le 1n4" Hydrants Q2C Sh,gle Flow SPrinklet Test Single Flnw Flowllydimnt4l 12030 Ph0l PNSufeal(Psp tit Y111ml Y' Test Plewl 13F3 �+ Flaw Nydmm 42 Pit., Pressure 421p11) Yellvw2 Test Floes - • °S ^ 0 - Flow Hydom 43 Pitel Pressure 93 1psi) Ye11•w3. 1-1 Test Flow3 0 , 6 ._ Total Est4mmed Flaw lgPm 1313 'J"r'1 n a i R d + ~e,1 N a •. �'� aP. ` Al A420C,ikulaeion(gpm) sI a s •a;.. Is ,yx _ - e Comments a Hydrantsopened ail lheway. One pump n,nning at Mpsbr _ � •' + x. . Mau+xtsin Wmostaeon. - ^ " 5e • F. a +••. -, ^ , � . Estimated Ca wmptionlgNl d626 :} E SignatuMol Tester "�, ...- W BRUCE if, m1CWm 7R Ii0 N0. M6612 T TT 1 �„ 2f fzoz � �60 z U LX N w 0 a 4 0 10130119 btznvdN 6v S. +YARb^FY bESCGNEb BY S. H.4RVE'Y CHECKED 6Y B. STRICKLAND SCALE N.T..S. 1� W J / LLI U) w W _ J <C 6 LLD am am �I.�,% U $ J LU W � > o < E �a ?� W S6 W am H EE E3 a^ N o� V V) W aN 0Uel aw wk 1A W 3� � o r3� icF6 NQ. N � E� 40919 w SHEET 110 B C9.1 ,� (4 CLINT We 2S FFLET �* Lie. N 54380 8/ 2023 i CL O oc t7 Z O a_ U Z zzzzKn W W W W W I- > LcU zzzz¢ O O O O U U U U U ¢ K K W W W W W a 4 a a 2 W W W W �W 5, ti h ti ti W W W W W K Q� K C C4 00 �NNNM N V\ m N M DATE 07/OS/21 DRAWN BY J. FOX DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE N.A. W OQ J m O W Q J > O L.L W � w z � 0 � O � �W " LL O O �T i 'O V ) L JOB NO. 47039 SHEET NO. C1.05 ° ° o p \ _ �_ o o S/ \ . LEGEND ro / _ / - = - - - - - `\\ \ o.0 0 \ - _ _ o \ \I\ \ \ �� —"� :? CLINT W. 2: FLET - - - - \ \ \ \ ° 0 0 0 0 0 0 0 0 0 o , \ \ ' - \ \ \ _ SCALE 1 "=30' / / i /,��� \ \` \ `\ / 1 / / / I III J / \ AV °p°°°°° _ _ - 04\\ ° — — —o00— ODTgTFCHB ��0 �,3/0/2015 4;t' //TwEigl 0 60'., o Q0NOTE: EXISTING SANITARY SEWER ° - SHOWN PER THE AS -BUILT LOCATIONo s�'�� OI•!`�♦A♦L';��•• 0 ° PARCEL 0900"a 00-00500 l \ \I \\ \ // / / \ \ \ 1 \ - _ _ _ _ _ _ _ - - - - - - - - ' ° COMMONWEALTH OF VIRG/N,C,1A DEPT OF I / / / ` " ' " - - _ _ _ - - — — -- — E / o 0 o CONSERVATION & RE KEATION / / / // \ / / // ' \ \ __ - - _ _ - _ _ _ _ ' ' 1 \ — — o RURAL AREAS- / �., ---- I' _-�- _— — ,------ ____- mo D8.3835PG.706// / /l l / / / ! -----I ----- --- -- - \ / J c o' // // / / �/ 1 // / / EFFECTIVE / ^ \ ; ; _- _ t =` f � / - / / \\ - - - - - - - - - - — - \ _ y / / /' / / 6 0 o S o c ° O ?�° ° o o O A = ° E o ° \ / , / ; / / / / / 1 / / / / FLOODWAY \ E�FEECTIVf tD(�Y-R __ - - - - - _ _ % ' ' / � � — / o ° ° ° s v a'"i 3 0 0 \ \ SLO IS III ¢o�••LL�=• �ixw} n'•oT a5 FORPERLOMA FLOaDP6A(N PER - - - - - SE , -- — — ----- 2Op FST M CASE NO. OmA CASE NO. , __ ' _ - --\ .(jjWFNSpqO21-03-0029POPIN87F�v wcv �LLN3 z 0oo - - - - - - - - - - - > In Lu oO Oo O O0Q(\^LL. o - - - - - _ _- zF000"�U o0 00 --------00 / o Lu 00 0 --- -o/ zQ0 oodoo Ln 0 -413" 00 w EFFECTIVE 415-100 00 FLOODP/AlN 9 _ CASE N o -21-Z-002' oLn If 0 %MW O2OUO1 OI2OUOWoA ~a2OUOWN�j OI2OUOWzrIOLOLZ'z7A-� C- \O wwwww //o rq r4Ow r,\oN Zi WORK TO BE o Q If DEDICATEDIWITH N z / VILL E 1 / O DATE / - P 07108121 MHS DRAWN BY P=407,19' �VENBSERVED) J. FOX 'PVC/(SW)lNy 1NI 94/ ,-INV/OUI=,3971'1L"PVC DESIGNED BY C. SHIFFLETT / CHECKED BY ! l 0'SANITARY °I SHIFFLETT>\OIEASEMEyYl SCALE O\�OA\G VEGETATION :REMOVED w CL Yv �' \ AAo0�o� 0 ° 0\ny> \ STRELLj w o RIPRAP SPLJ O°ovQVW Lu o bb In o Lu o Q\ b U ° L 00 z 0 \\ 77 TOP=40 q'- 0 O lNV 1N=395.55'12" PVC (SV 1 OUT=394.48'12"PVC(NE)`0 - Lu LEGEND � EXISTING STEEP SLOPES -PRESERVED A EXISTING VEGETATION TO BE REMOVED vUWMJI If ) / \♦ _ _ _ _ _ \ \\ \ _ \ \ \ \\\ o \�. _ \ / / JOB NO. n\ `\ \ `\ \ \ \�\ � �` // / \ \ \ �1� 1 11 I I I I I I I I / l l / / \\ / / / ��r ' 47039 \ SHEET NO. O �►/ / / \\\ \\\\\ -\\\ \\\\\� \\ \ \ \\\fib\\ `_ ----_� \ \\� \\\\ l I I 11 I 1 I \ \ C2.00 L ° °O l NOTE: BLOCK AREAS SHOWN PER CODE OF / 6/// DEVELOPMENT "SOUTHWOOD PHASE I -A /°I NEIGHBORHOOD MODEL DISTRICT CODE OF 0 DEVELOPMENT." ° / o \\\ \ 0 /� p \ 1 I\ 1 ° /y��/ o I DI \ 6;0 CLINT W. CHIFFLETT IV \ 4 // �� \ \ o} DRAWN BY o( 5 aAz � / � � ' / 7 A � / V V v ) A 0 — /l - d-0— �� ,%J.FOX c ° ° \ 1 \ DESIGNED BY \ oo \ P\ _ 0100-00-05100 ` i Fg \ • ° ° �\ 1!' / / tJ �� V 1 . \ i ® \ \ • o o � � \ ;� ` � - � \ — / i \ IJ � \ / C O RELATION OF JEHOVAHC. SHIFFLETT ' \ \ O <i 0 0 0 \�J 1 _ (\\� / ` ES; MORC M�9OL ET� T l / \ \ • CHECKED BY � °� B 4 / �J UU 1 It- A \ ��` o G \\ p REST ENTIAL / / \ ° 0 o ° �� // / G \ V u ` Gr \ c Q \�DB. C.G. 544 . / / \� \ • SHIFFLETT \`° C / \ PARCEL 090A1-00-00-001D0 ' I O \ / �� \ \� \ • • SCALE C \ �T H I S PLAN / SOUTHWOOD CHARLOTTESVILLE LLC I C O �, n /// \ \ 1 "=150' J � _ R2 RESIDENTIAL i o° D�BO\. �3\375� PG. 063 o //>�\�Ir_ II/�/� 4/ � u1\ O ��nV/Oki°t�_/ v —�' IDS • L 0 q 00 ° ° ` LO ° ° \�� I/lI I a `Igbq If ° o° /AME 1 o u/ /7 O° 0 00 /0-"E47j \ \\\ \ \\ \ \\ • (w\o 00�0 �> >;o oO 0 ° O ° \u°!'°po0° 0 orjl 1/ 1, 0/1 o T°° � o /P DB/Z— ° AllNE yo ° °° °. ° ° ° cr L -3 CE`=® I° �n UGT— °° I ° wLi —/> i / L 8 IV\g o 0 o I �iV�•^/� Q 13 1611 To I 11 o //° IO q \�✓n�J/ / ` I 1/JU-�/�� gy mII lI 1I j/// OJ Q 00 °o 0 0 0 0 0 0 °° 00 °00° o a UGT— W w O °° 0 00000 j°\0° 0 0 0 ; ° / ` "QlOImr � _ 0n 06 ui II VYUJo * N p `y o U°oO O O O o O O 00 elf Ic, N \ \ , 1 1 BUSCUIT RUN \> co /^ � \ •''{J \ �• \\� �nt ° , � —_—ORES—T VIEW R 0° °pop° °°oCO0 o 0\1\ o 0o op qO0°0 / f46 0 00 /o - -^ 1� --` \�\�� �. —V CT\\X/✓ice ;--- _ / \ /0 0\ \ / ° 0 0 0 0 \ \esC . \ �y, \ 1 O\ \ c �P-•. j of 00 o 5 / \ o°p / \\ \ \`__-- �\ \\\\ TV/ �/;_�� /�/ \�i I�PO$ JOB NO. \ o 0 0 0 o 0 0 ° \ ° ° 0 0 �\ \ \I\ `� p %` O �P �/ ^ SCALE 1"=150' 47039 r o o �� ° ° q \� -� \\ / \ 0j��// 111y SHEET NO. 0 0 ° ° ° ° / OB ' .\1 . ° o 0 \\ `\ / - / \ \ e / //� ^ \\ 150' \� (300' C4. 00 o \ p o \N N u p° / \\ 6 p \ / c' I O I ° W \ \ / \ \Z / \ H N 3 \\� / ° \\ 1�cll° ► oLL o 3 O C N q \ \ \ /O O ° ° / \\ \ ) / / � W L M 1/ o 1 a o — Q V L Z \\ \D o I / o°°° �° / \ I \ �/� dm ryN a Al, \ % BLOCK 2 \ \ qT ° \ I z� of \ o % \ (� \ RcT\ / l �� vLL wp Ln /1 O\moo\ /°°p°°o o°o°o/ \� a��\� / I I / \�M 0000� C O \ __--- --% o q q °/// '_'` `\�� / / 0 2 VWI VWI VWI VWI� \ — — o // _ \� # B C K 11 o WWWWW 0 BL06K 1 ����� / / o p / /' / 0 0 0 0 0 0 ° o 0 o OC H IGQ 0 0 00, 00Oq p / ° oo - �0 0 00 ° �/ I C \�\�' ;; �\ / / j pNooN n Lu \ O 0 o //o/° - —6 �� ` / \' \ l T /alP \\` \ / / 2 Q M ti 00 N W o\ / a \' ' \ ''�\';�� / / Q N a�N M E DATE \BLOCK \ 1I n > o o7/os/z1 o L 6 IAI 9 i� i� �� i� �i �� r� ie :: i►� all M- L 0 0 0 ° - NOTES: ����N•� / o 0 0 / ` \ 0 0 1. STREET PARKING WILL BE AVAILABLE WITHIN ��%!jpLTH �j•� % ° o o/ / 0 0 0 ° PARADISE PARK LANE RIW FOR ACCESS TO MONACAN ; • F /.' ° 0 0 ° PARK. PUBLIC ACCESS EASEMENT(S) WILL BE DEEDED 83 ° o ° ° TO THE COUNTY FOR PUBLIC USE [ON SEPARATE NAD ' CLINT W. ° 00 0 ° ° \ PLAT(S)], TO ENABLE A PUBLIC ACCESS CONNECTION p ° ° ° o 0 0 ° BETWEEN PARADISE PARK LANE PUBLIC STREET RAN �U/J S FFLET °° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° - AND (FUTURE) BISCUIT RUN PARK. SCALE 1"=30' �.p Lie. N S11flfl o 0 / / / o ° ° _2. SOUTHWOOD VILLAGE 1 WATER/SEWER ?G Z?� 3/6�2025 0 / INFRASTRUCTURE SHALL BE DEDICATED TO THE ACSA .- 0 30' 60' '•' N� 0 ° ° �� �� ! /// /// / / SERV C PRIOR oPROPOSEDTHE B NS HMS PLANENT F WATERISEWER W/2 ,•• �Sl0 L G, 0 ° o �a5 / 3. EXISTING SEWER IS DEPICTED BASED ON AS -BUILT ° / / SURVEYED LOC TION. \ o / / 1 o - / / / — — — o 0 o / ► o° o �o o� ° e E / Lu /10' PRIVATE I 0°° PRESERVED H w v 3 ACCESS FORFS SWA4 EASEMENT OpFlySp�C p \ SI ° STEEP SLOPES o o o �p RF SWq j ° o ° (TYPICAL) ¢ Lu G v z / / a F 0 o p p 0 0 0 0 0 0 0 0 0 0° 0 0 0 0 I F\ Sp AND I ° _ d -1n O / '-.0 ° ° ° ° ° ° 0 0 ACE o ° ° STREAM BUFFER a ry a o APPROX. LOCATION OF PRn�I�_ITIVE° ° 0 0 0 I o 0 0 0°°° z f '�'-'' x v 51 TO AIL. ROUTE CHIEVE TO BE RECOMMENDED FIELD/LOCATED ° ° ° ° ° 0 0 0 0 ° ° 0 0 0 0 0 0 0 0 0 0 ° ° ° ° ° ° ° / \ O Ln < W w C) IA IA ° ° AND TO AVOID EXISTING TREES °o oo°o o° ° \\\\ =°o av ¢ oLARGER THAN 8" CALIR. `0 /o / — o0 0� �� vv En w UUUU� U b o / / OPEN SPACE B MAINTENANCE 0 i / I' EASEMENT - mIIIIIIIIIIIIiMI 1 — 382125 SF00 / /�o // / / RETAINING �_� � W� W� W� C4 W4 / _ �t / 00° / WALL i OOOOO W W W W W �o / / \ LOT V2-15 I \ �' c� j j j j j \ g 0 s� s� C4 ° \ 6539 SF I / / ° I LOT V2-14 I \ _ / BLOW -OFF 4012 SF / I LOT I I \ F // LOT LOT V2-11 LOT V2-9 LOT V2-1 1 TIE TO \ 04 o \\ AS / I 2506 SF I LOT 680 SF LOT V2-8 LOT V2- I LOT V2-6 LOT V2-5 LOT V2 LOT V2-3 LOT V2-2 Ili WATERLINE \ N N N O N LOT V2-1 5' MIN. FRON V2-13 V2-12 2231 SF - > o 0 6"X8' V2-10 3' MIN. 2183 SF 2088 SF 1979 SF 1969 SF 1969 SF 1528 SF 1537 SF w ry O ry N O / / \ 3523 SF ETBACK I 3738 SF I 2615 SF I I 2599 SF I I 1 I'' STUB-OUS _ ~¢ M o\ N WORK TO BE / /o E, 6" GV SIDE _ - , DEDICATED WITH / a, ° AND FHA SETBAC ........... .......... ........... U N ti VILLAGE 1 / �o l 1 p M 0 8" GV DATE 1 ... ° 8 5' MIN. TRAFFi "' " 16 .... TES FRO I. ::'RATE .. O.. rN 07/OS/21 MHS / / /� RE CE TB DRAWN BY TOP=40719' LOT V2-17 o / (VENT OBSERVED) 5246 SF R30' - DESIGNED BY 1/ INV 1N=397.94' 12" PVC (SW) \ W W W W h W . a, \I ,�>, 90° CG 6 I J FOX INV OUT=397 61'12" PVC \ 18.07 BEND ` ' \ 4" DIP O RKI G" HORIZ R AD 5' MIN. - - CG-9D -- _ _ "NO PARKING y 28 � - - ---I— -+---- -�- --+ - -t--- 1- I ------+ 10 00 SIGN (R7-1R) 11 \ CG-12 13+0 IGN 7-1 12+50 53' PUB C /W 12+OTT 11+50 11+00 (TYP 10+50 • C. SHIFFLETT 1 + .5 14+00 13+ ) ) R25' R25' SETBACK 8„ DIP R399 M HOLE TO • CHECKED BY ' 20'SANITARY \ _ _ - - ---t- -- - -- - -- - - -- --- -- - -- --- - - - SEWER EASEMEyY - - _ - _ _ S 5< < LO ATED OU � I \ � R r 5'' P � • C. SHIFFLETT \ — N I(16, \ • • SCALE IGN =30 ACSA SANITARY MAN LE TO I SET ACK 20'BLI I 4-- ACCESS & MAINTENANCE \ o �/ OCAT D DRNNAG i i "NOiPARK NG" i i \\ I I i EASEMENT h d O AVEM TREET ASIEMEN i SI N R 1R1 I I I \ _ _ ! --- W ( )i --- _ ! --- ! --- _ ! \ ACSA SEWER N / 20' STORMWATER \ LOT V2-18 20 PUBLIC NAM SIG 2 1 -- LOT V2-44 LOT V2-43 LOT V2-42 LOT V2-41 LOT V2-40 LOT V2-39 LOT V2-37 LOT V2-36 LOT V2-35 LOT V2-34 5' MINy EASEMENT O W \ 6069 SF / O 1616 SF ACCESS DRAINAGE N 1617 SF 1980 SF 2081 SF 1617 SF 1617 SF LOT 0 SF 2081 SF 1617 SF 1628 SF 3538 SF REA \ CENTERED ON —ter ( n I PARKING" LOT V2-45 1980 SF AS -BUILT V EASEMENT \V 5' MIN. SIDE / EASEMENT I SIGN (R7-1R) �\ 1994 SF SETBAC \ LOCATION \ I SETBACK LOT V2-19 \ vLL-7 \ 4357SF LOTV220 0 1 I —I APPROX. LOCATION OF PRIMITIVE\ \ / / I 5324 SF \ J TRAIL. ROUTE TO BE FIELD LOCATED ARA E TE 1 J TO ACHIEVE RECOMMENDED SLOPES \ \ I 20' ACSA PARKING (TYP. DRAINAGE 25' MAX. FRONT AND TO AVOID EXISTING TREES_ �I �SEWER EASEMENT SETBACK (TYP.) I 1=\ ' LARGER THAN 8" CALIPER. / SEMENT I 20' PRIVATE I \ '� � ° 5'MIN OPSPACE A LOT I REA EN DRAINAGE & , \ X \ 98 SF MAINTENANCE V2-28 LOT LOT LOT LOT LOT ACCESS o Axe SETBACK 6' X8" TEE, 6' GV,95 ENT 108 SF V2-29 V2-30 V2-31 V2-32 V2-33 ' k EASEM 1 EASEMENT \ o N X DVISORY 20 MP \� 2 A D FHA RETAINING WALL ` \ T MIN SIDE 2108 SF 1811 SF 1420 SF 1420 SF 2444 SF 1 VARIABLE WIDTH SWIM FACILITY \ \° \ I SPEED SIGN (MUTCD AD%\ IS0RY 20 MPH SETBACK 1 I MAINTENANCE EASEMENT \ \ o \ W1-2A S PEED SIGN MTC6-FRONT 1 .a LOT V2-21 N \ 4063 SF / a W1- SETBACK 1 3 z z . . 1 \ 0 \ \ 5' SAN 18' 'S7I7EET w Q or -NAME3. 3-BOARD \ ow \ SWMA f Y I. SAFETY FENCE \ o Z \ ` / 1" AP 1 +0p CG-g 45° I w ° GO ER'.. E �-�_ EN_D � a d LINE... 50 �_ R200' 3 „°2�' 1"METER & 72 _ - p RADISE R LAN --- J m T \ OPEN ACE B ... : .: BETTER 0 -T0 1 BL. -- I w Q 11+5 ' PURL /VV 11+00 10+'0 10+00 s 0° 1 �. o \\ \ 3821 51 10 "NO KING °� 9 a 8 DIP CG-6 W LL 0 0 \ �\ \ 18' SIGN( ) \ OT n 00 ` °° \\ \ a LOT V2-2 150' V2-23 ui Z r °° 1 °0 \ \ 4-UNIT 9465 F ' IN F00 -777 � Q p 0 \ - X PUBL / 3' MIN. MONACAN I$ ... O o ° °0 \ \ \ - DRA GE \ ONDO / SIDE PARK CG 9 18 PARKING" TIE TO W m °° o °\\ o °\o ° _ ACC ETBAC 1744 SF I " (TYP.)LLL SIGN R7- WATERLINE STUB-OUT 0 0 0 �\_ _ EA MEN " ( LOT V2-24 i ° \o a ` o 3301 SF I MIN. FRONT NO STOP c °0 \ ° 5' STAIRS. SEE ARCH. - ' SETBACK ARKING" 3l4" METER I SIGN z 0 \ o 0 10' PRIVATE = PLANS FOR DETAILS M TENAI E SIGN (R7-1 R) (TYP.) 0 o o \ SAFETY I LOT V2-25 I I I ` MHS� \ ACCESS EA MEN LOT V2-27 1 °0 \ \ ' ° 0 o EASEMENT \ RAILING I 4010 SF LOT V2-26 4340 SF- 0 TOP=400.90' \ � 0 0 PAR ROG M & 4220 SF `° INV 1N=395.55' 12" PVC (SW) cc S" \ ° 0 0 _ DE N TO I ` ° o INV OUT=394.48' 12" PVC (NE) � ' � � , �� � � \° 0 0 � DETE INED o �. \\ �� ° 0 — EPA LYF M 0 _ \ 0 0 T PLA I \ °0 °o — R AININ ALL I \\ o \ 0 p \ \ ° ° n °° ` \\ \\ \\ ° O O O O O O O O O // \ ° OPEN SPACE B o° 0 0 0 REA UFFE\' _ 382125 SFSTEEP lo \ \ \ \ \ \ vvvv �V vvv 0 SLOPES \ - � \A\ O°ORF 44 °° o ` \\ \ �.�\\ ° o 0 0 pP/VA 0 Sp v v A v o ° AOF ° ' \� \\\\ ` \ \ S q \ o \ %J ° A\ \\ °O � A A L O O o l l �� � ° o f I I °° I 11 4 I / I li o f 1°°° 1 I I ° ° I Ol o— — — BLOCK 2 —_n —� -=-- 'W------ OLD LVNC41JRG R 0-- ---- _--- ----1 -------- �4 STATEROUTE 63 0 - -- 0 0 0 0 0°0 ° \\ i _ — GP 0 0 \ \ I - 0 \\ / i —. — — OHP— — — — 0 00 \ 0 ° o / O ° �VDOT-SIGHT o ° \ \ o �° DISTANCE oo i 2p� \ M U M U M U A O \ of --_ - - ----- ---- _ ---- _ __ - --� _ -- �0--- -- J —o O — — UFO GP GP OF OHP j Or �r• e ° ° - im . , i':';•. �1,1 �' .a te' :-�:yi�:� d ��IQi�i1 1 I lmimal s� • • ,?,. ,- V`w�=�: •- ?_ ��MIN�.•�•�. i��an� .ram istr►s�.; i 17� yAft ,**� • EI!! T�T71r.' I��y� � i �JI ' •: LL ' 8 ° o °' ° /c_� o o — S 0 °O °° ° ° ° ° ° , o ° ° BLOCK $U z� \ ° o o / ° o / y \ �Ci �\ (.� G�'� /7 BITTERN T L�N� v o _ q�\o 0 AN \ 0 / / o o _� npP� / \ O \ I / / \ — �- — — / -1 \—_OHP_— -�—o J0C 'o01 \ \ \ I I \\\l �--I IIr II II ►� I __ \� 13 ° 0�/°°°'tl9G •Ic�_r�jI II 3_ gel 00 o° 0 o�- ° / 0 0 0 0 \ CLJ 0 0/0 Gi / °0 0° o ° 0° °° \\ I \ \A o 0 0 0 0 0 0 0 0 OC / ° G / 0, o °o ° oo ° PARCEL 090A1-00-00-001D0 SOUTHWOOD CHARLOTTESVILLE LLC °i oo ARTONZRIVE N R2 RESIDENTIAL O -r \ �UcOF — /\-1 1 P'm.m ° ' G G L Aq C -I1 III_� = / D8. 3375PG. 063 0BLOCK3 / °°o o 0 o II \i I A U u ° �.o.mes� \ z\\ O \ ° ° 0 0 It 0 0 0 o o °Ap v_ G F v o l 6\ G , C F o T J � _ O 0 —0 Tii 0 L. k-o 1+ Il 1 � � � i i �� 0 0° =� o 0000000OOo 00°pOOOo000°°o / L \ \ \\ a4 \ I I X� lz T—_______ c .m \ 00 -\o \ \ \ \ o° 0 1 _ ° O o —� BUFF -� \� o WPO ° ! UGT-/_ o _ 00 0 °0000 0 0 0 0 � o ° / / .I C O I \ O O° O °OO 00 o0 °�` °°°O \\ \�\ \ °000°° ° OI / // / / �(' </\\\�\V O O O ° O ° ° O ° ° �, O \ \ /O / OJ 0 ° 0000 0 0 V ° I I i G / o\ °0°000 000 °p°000000000 y0000 0°0 �`' /o- /� �rlJ�f�/\� \ \/\\ �\\ Q \\�/ ^ 1 \ O 0 0 p ° ° 0 0 0 °p p 0 \\ \ \ °O ° / I r — — � �� / �i / ( \ \ M\ /\ \\ \• \\ G � � \1 \ / I ' / i : . , / ` c tl 00 s co \ yy\\° \ I / �� J \ UGT O/o ,;I' r7 0 0 0 0 IL Ll oI o° / J°o ° 1O ° o W o 0 0O o 0 \ O/ V/ / `�J /' - 00 p IJI O I / �`� �\\ \J\�\i •Loo� \.\ >/�UGT�/ vO v g / ° d o/ / I I ' F o / / / / 1 /\ � —UGT ° o o o �/Ili ° �� i i �\ \\ �. G✓ `_ _UGT SCALE 1"=100' 0 100' 200' CLINT W. :L,i%HIFFLETT Z 0 a U U Lu Lu 11 tititiL Z z z z z U 0 WWWLLW- EW > 0000� � U U U U zzzzQ O O O O U U U U U ¢ K K K K C4 W W W W W aaaaa CI n1���� h h h h h > > > > Lu LL1 QQ I LL1 l Lu C4 N r'] N V m N M DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' w (W V Q I z Q W i a Lu F— J O7 �z J m w W a 0 >o0S LL W CD z z o oC O M O O JOB NO. 47039 SHEET NO. C4.02 L o- ---- _ -- _ — — / e- \ CLASS B TYPE 2 - - - ��_� - --------------- -- ---------- - ----- ° / 0 \ ' / PEDESTRIAN TRAIL CLA B TYPE \\- __-------- - ------------------- -_- ----_ 0 / ° \ \ \ J I - (1493 LF) PE;3EST)RIAN J `A' _� ----- _ - - - _ _ f _ _ _ �LTH 0 oaf p BLOCK 2 OLD LYNCHBURG R aD- O / / O \ (/ \ REC. AMENITY 910.02'R/LY- _- ----STATE ROUTE6I � o I p ° \ _ - - - - SPACE --- i _ - ----------6VA - 1s1 v ' - - O O CLINT W �2Z ------- - o / O \ \ \ / �° \ ��- (7100SF)----- =-=t ----- ----- 2 _ :.r 7S FFLEF >� 0o I I o \ \� I /O ° o°oO o + r \\ \ / /..,: '—,— _ OF GP �+ Lie. N . 54320 �w4� p • ° / o \ �° o ° f PLAY GROUND _O S I P� NP Z�q o / / °O \ \ / 0 0 ° BLOCK 2 / 1 (1600 SF) - AS 2 MC/( O/ / �� �o11At ,:•. O I I o \ \ p / o TOTAL GREEN IGHT� LDE AN TRAIL I 0 I o \ \ MANAGED 00 414,0 {p/ 4SPA/CE INCO E 0o STEEP SLOPES o (351 SF) 0o8 go REMAI 00I 0(TYPICFp ° TOTAL GREEN OC y /A1 0 \ 0 DEVE RbyE 01 SPACE u30i 0SEPA C/0 0 o (580S. E 01 oE % o ° LA LOCK 121LLD 0 PE3 °f °/ °LLv cu O�o26 0° o OrLwl 0 \ ��°/°° W p -� Lri ° � / p o Za / a ° / I \ 00 0° �-- BLOCK 2 / � \ I ASS B TYPE \ —1 - ] \ o R � u_ Lu o ' (A';ZSTY \� — J - �_ ❑ a v h h h h _Y\ ° o ° ° % EDES IAN T PEDESTRIAN TRAIL _ 2 ACTIVE USE REC. O * Ln v > O W W W W �- 1 33 ❑ PE TRIAN TRAIL - AMENITY 6500 SF - , In L O o / o o I i o PARK �� + — r x Q ° ( O MINOR BLOCK LINE ( C� I I (4434 SF) I� \ G i I C- C= ( ❑ - I P O m w U U U U � o 0 0 281LF I �\ ° F ADJUSTMENT. BLOCK J I \ (11 I�F) �� - 0 \ \ r o \ 0 J \ ' PER SDP202100006 _ \ I \ I L- J / u p\ o AREAS MAINTAINED � /, �''`� p O WITH ADJUSTMENT / � / � J ` I 0/ o w 2 z 2 2 ° �\ ) / / ° + / \ \ INITIAL SITE PLAN i 1 \--/ c _ m \ J ° O ° O° / J / o/ C Q II Z k\\ f l T APPROVED ON - I ITTERNUT L6NE �- +-_ I C r / o~ U U U U¢ \ � \ O /o �+ / \ 1 c � r 3/9/2021. PROVIDED O0 o / _ �j �\ \ n 2 FOR REFERENCE O \�°� o o ( �.-0— -«P— / / \\ O C I \ / ONLY _ CI + _ — * I ^ / / / M a a a a 2 / p \ o \ — OH / / \ / /J„� \ _ 0 0 �� 19k OHP— 0 0 — i � o PARK �� \ � O `/ \ � / �\ � \ I 7 I %� � + O C W C W �W 0 \ \ \ �— — CLASS B TYPE 1 -_ -_--_ �� O \/I\J v❑ ❑ \/ \ W W W W W O PRIMITIVETRAIL O K K C o 0 0 (405 LF) rq CLASS B TYPE 11%0 /00 0 0 0o b o o u /O /\ /. (19135 SF) / II I�/- \—\J�� I ❑ / ,/// \\\ 0j N N 6 ❑L NNN o PRIMITIVE TRAIL °o TRAIL '/U > o�0 0 (1727 LF) OO /% i ° V°°°O I- I I o0 0000NNECTION\ o Li ¢LF) O° 0GARDEN DATEp ) ° (26MM + N-DRIVE 07/08/21 CLASS /� + O ., .. i V \\ //O TYPE 2B TRAIL / _ \� DRAWN BY / o SDP2020 U p LOC ' ....\ \� PER 00048 ��, J. FOX / �.... APPROVED ON \ + z\� O / O / 0 ' o f' BL 3 11/23/2020. I \ \ + \ J \J o + PROVIDED FOR\, Li v O / + ^I ��� / X I I I DESIGNED BY + ° REFERENCE ONLY M \ - — U \ \� I / i / I I , \� i w- •• 0 0 _I _O \ �1 I C. SHIFFLETT 0° +` ° + ::..0' / \ rT�(2555 SF) J it I / / % C i \ �O / /❑ n o "' \ \ _ \ n UGT / / 1 • CHECKED BY \10 \ / / _ C. SHIFFLETT f o a * TO LOT \\ TOT LOT _ I G i / / \ / '�/ _ \\ \�\\ I L/ • SCALE 0 00 ' Ip / (1866SV + / / /�. , \ r� \ \\� yW� j �\ \ > • 0 0 \ \ (1452 SF) \ ) I I / I / \ \ ❑ / \w 1 "=100' °° * °� \ n \o \ I °p (1744 SF) LOC 4 / _ uGT I1 �/ �C �� \ >� _\ \ . ��\ ;:;.......................... LO K 6 / / TRAIL :'. ': _ � \ � � \ � � \I \\ \� ° � PEDESTRIAN':' \ O \ \\ / \ C \ \/ \ Lu o /+ \ \ am V o * o CONNECTION :':::: 1 SL S / / / �\ \ \ C i �G \� \ % \ \ O J J ° I 1 ,W . ........... / l \ RK :.:. / / f p B / r G \ A — 05 IL O �.: :.0. .... .... ............ .. a `\ 000 I O O O \ � i J .... :..TRAIL " L 1 n ": CONNECTION .' o tT l � n ° o o + _� BUFF " .:a": ° / i O� UGT+d UGP O �� i v / V C \ \ \\ �-� ❑ I I 1 > Q o + + / V �\/ ° ^ / c w 0 0 000 1 0 0 0 0 \. .I/n C n �UG — �/ i\ ❑ ❑ �y C— J CL 00 00 O O O ° O o o p O O:. ..: 0.: ::. o / / /U / a� / l •/�� / / \ \ \//y / C / -- �X \ \\ �A 1' 1 n \ O O° O ° O O O O O O 0 ° p C \ 0 O O��`: :.::: :..;:. .:::':: O /j / / I /�� . / \ / - O W m 0 00 00 ° ° 0 0 ° + �� 0 ° a. �` o° ° / Q. 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SCALE o 1"=100' PEDESTRIAN - - - - - - - CONNECTION - - - -- - - -- V I 7-7-7-T r CL � HQz Lu CL oO \HWOOD VILLAGE 2 I Q w LIMITS OF DISTURBANCEio oo �'� IN PARK - + / / � 11*00 10+ 10+00 m / O o Z o wz , /0 ::) p W 7 ol `o TLEGEND° ° O ° /_/ AMA ' CA o OPEN SPACEi° LiC.NS13a0 U¢�M b \ ° ` I \ �� , \ \ , \ _ \. i / 1 / l . l l / �/ / GREEN SPACE JOB NO. n \b \\ \ \\\• .. �. _ \ 1 1• \I'..I' 1 I .I1 I 1t (' I' ,I 1 ./. V1'/ /' / / / / / / / / , / , / / . 47039 RECREATIONALAMENITYp \b\b SHEET NO. o •\' C4.04 L -0- °// / ' '° °- - - - ° 0 °- \ �/ . -6 —/ - 8/ EW/q- 2W\\a ° I -/�1r- 1—/ \ , \ -_ I \- .- /- \4o'-- - 3--/.4°•0— y - ---.--I.../.--/4�_,21 _ - ' 8 /T_e /• \ Iar/1// :_2_�I/6// I-•- oW°/—i_/g_, " � / / / / / -- goo /p/A\D i ° °Oo O o � �\ \ \ i•� 3x/��•.V.,.(F21=w1�•1 •o¢o s Uvv CLINT LINT atzQoAI�O_>�QVW I'NIMNWU2ati�IG.o /o, ,\00`__-- -_- - -�0 -0_ FFLET 0 0 _ - - - - - - - - ° SCALE 1"=30' ° 0 0 000 0 0 0 Lie. 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SHIFFLETT V1- SCALE -1 "=30' 0BI�ACSA SANITARY RNAGESS& MAINTENANCE n EASEMENT AS ME - SEWER I'L --- EASEMENT 25' --- TORMWATER TW 411 .PyBLIC CENTERED ON ACCESS �W 409.42' PRAINAGE / TW 32.54' --__---_--_ AS -BUILT W EASEMENT E SEM NT 115 �W 27.1 LOCATION LL N ET Z-7- �_ ACS RAINA2 'ER 426.50' j 2 0 SEMENT 20'PRIVATE 424 \A\ DRAIN�GE & ACCE 11 EASEMENT ° VARI DTH WM FACILITY BW IMAIN ENANCE\EASEMEN \ SA / Lu . 0 \ LU °iV�-BOARD o\ty o w I ° % Lu ° CD /\ .93' J Lu \ Z .00 A MEN o \�o 435 ° M o1 L�IOa2�M_ 30 m 3 °` JOB NO. o / \��►� n \ 47039 ' \ \ \ \ \ _ _ - - - _ \ \ \ \ \ \ \ 1 1 I I I I / / \� / ' / 1 SHEET NO. n \ \ \ \ 0\\\\�,p �\ \ \ -----\\\ \\� \ I I I / / / / / / / 1 n \ \ \ \ ° / `� / \\\ `\ \ _ \�\ \\\ \� �\ \ \\\bID\\ ---- �.\\ 0I I I I I I I 1 I / / / / \ I \ C4.05 L / ° O O O 0 0 0 0 0% / \ \ \ ° o o ° ° ° o ` \ \ \ \ \ \ \ j LT H OF 00 000 O ° ° �� �� NAD83 •�. °,0 0 0 0 00 v v �� i� CLINT W. °o 0 00 _ �)S FFLET ° o ° 0 ° ° ° ° 0 0 0 0 0 0 0 0 0 0 0 0 o O ° ° _ _ _\ \ \ O/Oz)�v _ SCALE 1"=30' = ' Lie. N . 511e11 0° // / / / v v v (VgS��TFR01jRG 0 3I 60' Z 3,1&2023 �!1 ° O ° O ._. O1 U ° O / / o / � o / 0 0 0 �o o°°° v E 0 0 0 w o // / \��� �� 0 0 o xL ° FORF SW ° ° o o ° STEEP SLOPES o a ESERVED 2 3 opls� ST M pA FO 0 0 0 0 0 0 0 0 0 0 0 0 0 °°°°°° ° FNspq DM I o 0 0 0° (TYPICAL) _ w O V i O W co / O AO ° ° ° ° ° ° 0 0 E ° o ° STREAM BUFFER W ry a o ° — 5' ° o o°°°° 0 0° °°° o I ff 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°° / \ O a w IA IA O a. a LL / o� °°00 000oI°° \\ LnSa�" Z2222 \ o o O O O O / 0 — __Lu _ -- / ° �O O 0 �® D'1 U Mon wo / o / / / ------- � e r W W IX W ---- - i� =O 00000 W W W W V h h h h h 0/ c0 O K�KCw / o° / I I I I I HORIZON RD CL N I1 \\ o N N M j �\ _ I I I CURVE 1 �I w �N�ON W N O N N O _ I I I 07°51'5 8" WORK TO BE ...:...'. '.'III -' a o rN DEDICATED WITH R _ 399.00 / Z VILLAGE 1 o .— T = 27.43 O DATE .....L = 54.78 M C = 54.74 M 07108121 PC = 10+00.00 O DRAWN BY ( R30' IPI - 10+27.43 , \ r� PT = 10+54.78 187 J. Fox W W W W W, �� \�� DESIGNED BY ;V9_1 . 28' y 387.77' H RIZ R AD - O � III 0 C. SHIFFLETT \ \ 1 +4 .55 14+00 13+ 0 13+00 12+50 53 PUB C /W 12+00 S11°2T28"W 11+50 11+00 10+50 R399' ` •• R25. :Vl 5 R25' CHECKED BY — — ---- -- — -- .�.V1 d 5;� 8 -- --- 5 - -- -- - / • C. SHIFFLETT N r / • SCALE 1N V1 \ _ A C) _ 9". 1' 30' V. \ 0\ \ I t f i i f i f \ • l V / ---- -- ---- -- ---- ---- ---- v / I' 1 j \ \ (JL--I LL77 \ x 'PARADISE PARK LN CL ^° CURVE :..'..'.: �o °o R = 150.00 \, SAN \f ° \ \\ �\o \ T = 127.03 1 s 7 18 Z L = 210.80 3xeo� 5 SAN 18' . 18 w a f I > \\ >`C, o o ♦ `� `� ♦ o o b\\°° \ \V � \ \\ ��\ III `Pl ..�.. .. 20' o PC = 12+97.601100 si_—--- I a Q pLwJ Za° '1l � PT = 15+08.40 R200� w m 72 DISLANE160�86 PW 11+00 S1°2728"W 1011+a0 ° ° .QQ \ 0 00 0 0 \ \ \ 150 W z ° ♦" ° ° \\ \� X \ / \ PA�ISE PARK LN CL- 0 0 z ° \ e - / I CURVE '$ 1 ui 0 V � 0 A� R = 200.00 _ , <� 5 _ T = 16.58 ° o m 0 \ I 0 < \ ` ° \ \ O z ° ° ` _ Fy sqN� < \ ° ° ° PC = 11 +60.86� o ` I I °° ♦ << �� 0 00 — PT=11+93.95 �, \ Y V A O O O \ O o <\ 0 0 00 <<<���<� 00 0 0 0 0 0 O o 0 0 00 n ° °0 o V lSj� y ° A rn < °0 � '� � q sw44 \ o ° <<< �S� �< 0 A ' < �, < 0 R JOB NO. no 1 << < <<< o ° ° °ENSpq 470.39 0 0 < ACE — \ c - < �� << A SHEET NO. n ° C5.00 L E-FEECTTVE Wit -KW • •. I III' - '• Cr ��� •.mA CASE NO. qp OZ am N 0 REAM Bj CLINT W. • • r 1 \ 1 N- EW .. ,.. ILIC. �N -54i'80 4r] -- kL / u .iy •t. ,�i J� p� • , � • _ A�ti•i h •{ itiVi iP � • MAMA I [Egli III ' �� - - - - � - ,�i�lyi•yb ! / ��� '� �� I !�! �e� ass ►.%`'�r .. � - _� �- -■ �- -- - --d -- � -- it 1 -- - - •_... ,si� .- '1 \�•,• • , ,' urn A/0��, ���`0�� �� 1� 1®!- �--ICI \■ I►\I �� .i=-.-i ii°I- �------i1►1\����� Sia�l �l.•JI��[ -.1�1�,_T�10`i� •. , � . � ._ - "_I - a i -.-iw3.. MO. , - „►�� ��� .���1I;��� �AlkM Il�lW ���I ����I ,,fir, •• I�►iiCilll�A��. 'oil , ©,/,A1_ \ ...' `ILA.__ % - .lei �._ _ _ _ _ _ _ __ - _ _ _ _ _ _ _ _ _ _r---_ _ _ _ __. ua e• �? --- I • l���N,1� ��, �— --��' ,.,,,:, . 7i �_�3�E �� ��lf :.���! !mod �� � � �`�� �,I—Q� :f-tea _ hi• ��—' — -_{I I�� t II , �� 5111 I •\\ ���:��Q .° ' ;y • • i-! r�e: � G� 44n 44n HEIGHT OF 435 OBJECT = 3.5' 435 430 / 430 28i / Sj PROPOSED HEIGHT OF / GRADE EYE = 3.5' 425 425 HEIGHT OF NR� OBJECT = 3.5' pR�2 p j SO 420 8 OL"1% 420 EXISTING GRADE 415 415 9+50 10+00 11+00 12+00 13+00 14+00 14+50 PARADISE PARK LANE TO HORIZON ROAD SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0,`y� . sue- �'�;►-.r�`� �!�'� . ,r �i ..... o 00 1A AI 1__ 1 ai• - a .�LU • U) :ATE :: �!07108121 I: ►i i 1J. DESIGNED BY .: SCALE ASSHOWN !� ►.C. SHIFFLETT- LU ui LU �� �� 1 ►' • • •• • LU LL • • • 1 1 5 1 PROFILE SCALE •• 47039 I • L \- `/'-\/ I/\// / i-\_-\'/ -\r-'--�i/\\ I'I i I-1 / - _/,'/- ''� ,l^/�' /-/ \' _/I -/\\II / /-\/1, 'i `-' I\II-' 1'I 1I'I/ I/ /_ 1\ // /)/- �/\\ \/- /I4/,, - \ ,p\/ /\\/ /I\s /I/ \\\ \I/1I \ / /` \ , r` \\// 1 \\//'/\-\' / I/\ /\ //\ I/ I // '1I ,�I1�\/Il/ \/1'1%/ I /1 /I v 14/ //// ' p�// /\3 \//1 1 /\// �\\/` /\ / / ` \__// I /I I ,'- �/\ //._- /o/ I'/ I/I / - //,/ //'J/r// / /r//\/ `I X / \// 1 \/�\/\// \ //\/ I //I. / \ I/I/ /1\ //' \ /\ I\I/ I / \( \\ �\//\ '\v\/�/III \ I/,I /II /\ (\\/\//\/ PI1 p / 3°/�\/ / / /\ /° / .\ d/.11/� \\ -/\ // �/ \/\a\�\ 1\/v ,/ \ /\ /'\ \-\ /\ \/A '\ / \A /\ �\/ /\/\\\/'/° \�'� I\ 0\•V \ 0 �/2\ \0/6 /A I21 \2\/fl X0,\/1/\ 0A/,4te'�a- 6\S�I� I/ / / /// /7 // / \ / moK.^//h 2aw♦ I0/ \/// 8 /\`' \/ /\/ . 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J� CLINT W. S FFLET Lie. N $ 4380 8/ 2023 i LmI z O LU U fn ti ti ti L Z 2222un O w W W W - MEEEEW O O O O L u 2 z 2 2 ¢ O O O O U U U U U ¢ s C4 w w w w w a 4 a a 2 C O wwwww 55555 h h h h h > > > > Lu w w w w w K ai� K C 04 N O N Lu Z N rN W N V m N M DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' JOB NO. 47039 SHEET NO. C6.02 L ROUTE PROJECT SouthwoodVillage2 DESIGNER: CHECKED: MJD DATE UNITS:NGLISH 8/10/2022 47039-STRM 100 PROJECT: Southwood Village 2 Designed by: STORM SEWER DESIGN COMPUTATIONS LOCATION: COUNTY: Albemarle Checked STORV FREQUENCY 10 UNITS ENGLISH ��� �r�OLTH I�� aea i � CLINT W. y: • •FLETT �' Lic�54380 f�4 • 3/ 8/ 2023 �4ti •••~eh'NiAL It �G,,•• n E 0 0 rn u N N C > E w a E w v 3 Q LL o 3 p LL - wO `mom o' W L M Q-1V00 o - rn .. C7 LU N� wM Z f ? 30LnQ �X >� Y M W 4 z O a V w z0 Ln .. l 2222tn E 0 E 0 E 0 E 0 W z d 00 H > O U KKKKa; a C1 W vt ti > W � j O U a C1 W vt ti > W � > O U a � W vt h > W � j O U a C1 W vt ti > W C U ¢ o 0 W to ti W o: 47039STRM 200 PROJECT: Southwood Village 2 Designed by: STORM SEWER DESIGN COMPUTATIONS LocanoN: COUNTY: Albemarle Checked by: STORM FREQUENCY 10 UNITS ENGLISH � O x D 0 w U Q z O H O - j \ \N\ N \ \ M DATE U) D O } 07108121 DRAWN BY J. FOX DESIGNED BY • • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T 47039-STRM 100 PROJECT: Southwood Village 2 DESIGNED BY: SCALE HYDRAULIC GRADE LINE ANALYSIS • Checked: • N/A INCIDENCE PROBABILITY 10 Year • N J �1 I 7� Z W 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 c� Q ^ w L.L Q -1 UT J m t a a J w m W a >LL O } W� Q U w J 140 410.84 18 2.95 86.6 0.07% 0.06 5A2 0.11 0 0 0 0 0 0 0 0.11 0.15 TRUE 0.13 410.97 416.3 OK 5.33 47039-STRM 200 PROJECT: SU) outhwood Village 2 DESIGNED BY: HYDRAULIC GRADE LINE ANALYSIS Checked:7 INCIDENCE PROBABILITY 10 Year M ai M ° d s a w w J z 0 z Q U LU Q O Oz Z I-q Cz w i2 N U S U m 3 O o ' ^ m rn m V I 0 a 0 0 t 0 0 JOB NO. 47039 M O M SHEET NO. C6.03 INLET Z '✓� a U �Q � � 6 G n y' Z 4•. U F F �" r�L" V' � a W y� 11 �! Z u O V y� � Sag Inlets Only % F ti W m,9 3 m m .5 T v � n yE✓` n 104 Di-2B 10 0.120 0.73 0.0876 O.OWRIGITT 0.088 4 0.352 0 0.352 0.0390 0.0208 I.515 2.W0 1.32013 0.0833 4.00481 1.000 3..50 0.1458 O.lfi6fi 5.325 6.OW 1.878 1.OW 0.352 O.OW 1.514 I06 DI-3B 6.OW 0.080 0.69 0.0552 ORTCd-TT 0.055 4 0.22 0047 0.267 0.0450 0.0208 1.330 2W0 1.50376 0.0833 4.00481 1000 3.50 0.1458 0.1666 4.949 6.00D 1.212 LOW 0.267 O.OW 1329 108 DT-2B 10 0.180 0.73 0.1314 ORIG[TI' 0.131 4 0.524 0 0.524 0.0430 0.0208 1.726 2.W0 1.15875 0.0833 4.00481 1.000 3.50 0.1458 0.1666 6.480 fi.OW 1.543 1.OW 0.524 O.OW 1.725 110 DI-3B 6.OW 0.200 0.80 0.1G ORTGHT 0.16 4 0.64 0 0.640 0.0450 0.0208 1.845 2W0 1.08401 0.0833 4.D0481 LOW 3.50 0.1458 0.1666 7.145 6.OW 0.840 0.963 0.616 0.024 1.844 112 DI-2B 10 0.230 0.67 01541 ORIG[�'I' 0.154 4 0.616 0 0.616 0.0350 0.0208 1.906 2.W0 1.04932 0.0833 4.00481 1.OW 3.50 0.1458 0.1666 6.521 6.OW 1.534 I.OW 0.616 0.000 1.905 114 DI-3B ri.OW 0.070 0.72 0.0504 DRLGHT 0.05 4 0.2 0 0.200 O.Oa77 0.0208 1.180 2.W0 1.69492 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.461 6.OW 1.345 1.OW 0.2W O.OW 1.180 116 DI-1 2.OW 0270 0.42 0.1134 Back/Lt. O.OWRIGHT 0.113 4 0.452 0 Back/Ix. U 4 U U Ahead/Rt. 0.452 0.001 2.000 2 0.452 1467 T > 4.0 ft 118 Di-1 1.5W 0.270 0.56 0.1512 O.OWRTGHT 0.151 4 0.604 0 0.604 0.0314 I.500 I.SW I.OW 0.604 0.000 0.12183 BHt.-0.103' 122 Di-3C 60D0 0.090 OSS 00522 Dack/Ix. O.GWRI(3-IT 0.052 4 0.208 0 O.WSO 0.0208 1.827 2.W0 1.09469 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 0.208 O.W50 6 0.208 0.534 0.166 0.333 0.498498 2.534 2.141 Wev Flow 124 DI-2B 10 0.170 0.72 0.1224 ORIGHT 0.122 4 0.488 0 0.488 0.0270 0.0208 1.834 2W0 1.09051 0.0833 4.00481 1000 3.50 0.1458 0.166(i 5.470 ri.000 1.828 1.000 0.488 O.OW 1.833 126 DI-2B 10 0.340 0.G4 0.2176 ORTGfTT 0.218 4 0.872 0 0.872 0.0270 0.0208 3.083 2.W0 0.64872 0.0833 4.00481 D.986 3.50 0.1458 0.1647 7.030 6.OW 1.422 I.OW 0.872 O.OW 2.270 128 DT-3B 6.000 0.090 0.80 O.Q72 ORIGHT 0.072 4 0.288 0 0.288 0.0409 0.0208 1.393 2.W0 1.43575 0.0833 4.00481 1.OW 3.50 0.1458 0.1666 49Cx5 6.000 1.208 L000 0.288 O.OW 1.392 132 DI-3B fi.OW 0.070 0.73 0.0511 ORTGHT 0.051 4 0.204 0 0.204 0.0350 0.0208 L260 2.W0 L5873 0.0833 400481 IOW 3.50 0.1458 0.16b6 4099 6.D00 1464 1000 0.204 0.000 12b0 134 Di-3B 6.OW O.OSO 0.84 0.042 ORTGT4T O(M2 4 0.16R 0 O.1fiR 0.0270 0.02DR 1.230 2W0 1.62fi02 O.DR33 4004R1 L000 3.50 0.145R O1fi66 3.495 fi.D00 1.717 1.OW 0.16R 0.0(XI 1.230 136 DI-2B 10 0.090 0.75 0.0675 O'RIGHT 0.068 4 0.272 0 0.272 0.0270 0.0208 1.473 2.OW 1.35777 0.0833 4.D0481 1.OW 3.50 0.1458 0.1666 4.279 6.00D 2.337 1.OW 0.272 0.000 1.473 138 Dl-2B 10 D290 0.80 0.232 O.OWRIGHT 0.232 4 0.928 0 0.928 O.O1W 00208 4.896 2.W0 04085 0.0833 400481 0.893 3.50 01458 0.1511 5641 6.OW 1.773 1000 0.928 O.OW 2.722 I40 DI.3A 6.OW 0.460 0.72 0.3312 Back/Lt. O.OW'RIGIIT 0.331 4 1.324 0 O.W1 0.0208 10.836 2.W0 0.18457 0.0833 4.D0481 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 0.06W 0.06W 0.817 2W0 2.44798 0.0833 1.38833 1.000 2.56 0.1066 0.1666 3.320 I.OW 0.301 1.OW 0.084 O.OW 0.817 204 DI-1 1.OW 0.030 0.44 0.0132 ORTCHT 0.013 4 0.052 0 0.052 O.OSW O.OSW 0.706 2.W0 2.83286 0.0833 1.666 LOW 2.80 0.1166 0.1666 2.570 1.OW 0.389 LOW 0.052 O.OW 0.706 206 DI.1 1.OW 0.030 0.44 0.0132 ORIGHI' 0.013 4 0.052 0 O.OS2 O.OSW O.OSW 0.706 2.OW 2.83286 0.0833 1.666 1.000 2.80 0.1166 0.166fi 2.570 1.000 0.389 1.OW 0.052 O.OW 0.70fi 2U8 DI-1 1.WU U.U4U U.41 O.U164 O'RLGHT 0.016 4 0.064 0 0.064 O.OSW O.OSW 0.764 2.W0 2.6178 0.0833 1.666 1.000 2.80 0.1166 0.1666 2.804 1.000 0.357 1.000 0.064 0.000 0.763 zlo Dla 1.aW o.oso o.az o.ozl Back/Lt. o.oWRTGIIT o.ozl a o.o8a o Back/Lt. 0 4 0 0 Ahead/Rt. 0.084 O.WI 1.OW 1 0.084 O.R19 T>8.Oft 212 DI-1 1.OW 0.080 0.44 0.0352 )RIGHT 0.035 4 0.14 0 0.140 0.03W 1.W0 1.000 LOW 0.140 0.000 O.1315 DHt.�.051' 214 DI-1 I.OW 0.080 0.47 0.0376 O.OW'RIGIIT 0.038 4 0.152 0 0.152 0.02W 0.03W L253 2.W0 1.59617 0.0833 2.77667 1.000 3.28 0.1366 0.1666 3.063 1.OW 0.326 1.OW 0.152 0.000 1.253 216 D1-1 1.000 0.040 0.58 0.0232 O'RI(TiT' 0.023 4 0.092 0 0.092 0.0127 0.0550 1.131 2.W0 1.76835 0.0833 L51455 1.000 2.68 0.1116 0.1666 2.165 I.OW 0.462 1.000 0.092 O.OW 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 FL (12) SLOPE Ft./F[. (13) SIZE (Dia.Or Span/Rise) In. (14) SHAPE Capacity CFS (IS) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) 1NCR&ACCUM MENT (5) ULATID (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (z) 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 6.732 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.W0 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 0.2(i5 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 5.976 4.657 411.743 411.141 30.110 0.020 18.000 Circular 16.090 0.002 7.898 0.064 137 138 136 4340 0_SW 0.272 0.272 09W 6 WD 6.23U 1.695 415.989 414.220 7U.779 U.D25 15DW Circular 11.U62 U.UU7 6.536 0.180 135 I36 134 0.090 0.760 0.068 0.340 0.000 6.180 6.177 2.103 41 L046 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 8.901 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 O10 18.000 Circular 11.377 0.001 6 036 0.092 131 lit 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 ]09 110 108 0.200 0.800 0.160 0.1(i0 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 O.TO 0.131 0.291 0.000 6.074 6.209 1.809 423.791 422.100 84.547 0.020 I5.000 Circular 9.894 0.001 6.150 0.229 105 106 104 0.080 Ob90 0.055 0.055 0.000 6000 6.230 0344 42L657 421359 22R27 0.010 15.000 Circular 6.996 0.000 2.962 0.16R ]03 ]04 102 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 IOTA 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 l0l 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 in/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft (12) SLOPE FL/Ft. (13) SIZE (➢ia. Or Span/Rise) in. (14) SHAPE Capacity CFS (15) Friction Slope Ff/Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) 1NCRE-ACCUM MENT (5) ULATED (6) ADDTL CA UPPER END (1U) LOWER END (II) REFERENCE (1) STA. REFERENCE (2) STA. 215 216 214 0.040 O.S80 0.023 0.023 O.WO S.OW 6.542 0.152 411.158 408.850 92.311 0.025 12.W0 Circular 7.321 0.000 3.739 0.411 213 214 212 0.080 0.470 0.038 0.061 O.WO 5.411 6.409 0.390 408.754 408.190 56.429 0.010 12.W0 Circular 4.630 0.000 3.592 0.262 211 212 21U OABU 0.44U 0.U35 U.U96 U.WU 5.673 6.328 Q_W8 408.U93 4U7.45U 64.324 U.UlU 12.WU Circular 4.63U O.WU 4A88 Q262 209 210 208 0.050 0.420 0.021 0.117 0.000 5.936 6.249 0.731 407.353 407.000 35.324 0.010 12.W0 Circular 4.630 0.000 4.312 0.137 207 208 206 0.040 0.410 0.016 0.133 O.WO 6.072 6.209 0.828 406.905 406.460 44.479 0.010 12.000 Circular 4.630 0.000 4.469 Q166 205 206 204 0.030 0.440 0.013 0.147 O.WO 6.238 6.161 0.903 406.356 405.780 57.639 0.010 12.W0 Circulaz 4.630 0.000 4.580 0.210 203 204 202 0.030 0.440 0.013 0.160 0.000 6.448 6.101 0.975 405.680 404.730 94.974 0.010 12.W0 Circular 4,630 0.000 4.680 0.338 201 202 200 0.030 0.700 0.021 0.181 O.WO 6.786 6.W8 1.086 404.625 404.000 62.512 0.010 12.W0 Circular. 4.630 0.001 4.825 0.216 INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE REV. qA. PIPE Do (In) DEIGN gSq-I. Qo (CFS) LENGTH RPE Lo (R) FRICTION SLOPE, Sfo (FT/FTj FRICTION LOSS HF (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface f9evaticn Wm Bev Conments Vo H0 (Ft) Qi Vi ONi Vi*2/2g Hi Angle FIr1 Ht 1.3 Ht 0.5 HI 100A 407.55 24 12.58 41.21 0.26% 0.11 10.17 0.4 12.65 10.19 128.91 1.61 0.56 26.8 0.48 1.45 0 TRUE 0.83 408.38 424.44 OK -16.06 102 408.38 24 12.65 76.9 0.27°k 0.2 10.19 0.4 10.12 7.3 73.91 0.83 0.29 76.68 0.55 124 0 TRUE 0.82 4D9.21 424.24 OK -15.03 112 409.21 18 10.12 42.04 0.79% 0.33 7.3 0.21 4.66 7.9 36.78 0.97 0.34 80.61 0.64 1.19 0 TRUE 0.93 410.13 422.68 OK -12.55 114 412.34 18 4.66 30.11 0.17% 0.05 7.9 0.24 2.79 6.94 19.38 0.75 0.26 93.84 0.52 1.03 0 TRUE 0.56 412.91 422.67 OK -9.97 122 415.49 15 2.79 56.46 0.16% 0.09 6.94 0.19 2.49 5.23 13.02 0.42 0.15 61.44 0.24 0.57 0 TRUE 0.38 415.87 420.55 OK -4.68 124 416.82 15 2.49 34.01 0.13% 0.04 5.23 0.11 1.79 5.53 9.92 0.48 0.17 43.54 0.2 0.48 0.62 FALSE 0.66 417.48 420.87 OK -3.39 126 417.48 15 1.79 175.61 0.07% 0.12 5.53 0.12 0.45 4.09 1.83 0.26 0.09 66.95 0.16 0.37 0.48 TRUE 0.35 417.83 426.42 OK -8.59 128 420.09 15 0.45 32.38 0.00°k 0 4.09 0.06 0 0 0 0 0 0 0 0.06 0.08 TRUE 0.04 420.13 427.06 OK $.93 104 420.19 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 16 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 5.3 136 411.45 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 D.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 0.38 418.23 421.67 OK 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 INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE E1El/. qA. PIPE Do (In) DESIGN gSCli. (Jo (CFS) LENGTH PIPE Lo (Ft) FRICTION SLOPE, Sfo (FT/Fr) FRICTION LOSS HF (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface 9evaticn Rim Bev Comments Vo FH Oi Vi QUi Vi'2/2g Hi Angle FIi1 Ht 1.3 Ht 0.5 Ht 202 407.55 12 1.09 62.51 0.06% 0.03 4.82 0.09 0.97 4.68 4.56 0.34 0.12 38.32 0.15 0.36 0 TRUE 0.21 407.76 410.21 OK -2.45 204 407.76 12 0.97 94.97 0.04% 0.04 4.68 0.09 0.9 4.58 4.14 0.33 0.11 32.52 0.11 0.31 0 TRUE 0.2 407.96 408.11 OK -0.15 206 407.96 12 0.9 57.64 0.04°h 0.02 4.58 0.08 0.83 4.47 3.7 0.31 0.11 29.5 0.11 0.3 0 TRUE 0.17 408.13 410.78 OK -2.65 208 408.13 12 0.83 44.48 0.03% 0.01 4.47 0.08 0.73 4.31 3.1514.39 D.05 0.23 0 TRUE D.13 4D8.26 409.83 OK -1.57 210 408.26 12 0.73 35.32 0.02% 0.01 4.31 0.07 0.61 4.09 0.26 0.09 41.98 0.11 0.27 0 TRUE 0.15 408.41 409.48 OK -1.07 212 408.41 12 0.61 64.32 0.02% 0.01 4.09 0.06 0.39 3.59 0.2 0.07 29.91 0.07 0.21 0.27 TRUE 0.14 408.55 410.59 OK -2.04 214 408.99 12 0.39 56.43 0.01% 03.590.05 0.15 3.74 g2.48 0.22 0.08 8.06 0.03 0.15 0.2 TRUE 0.1 409.09 41384 OK4.74 216 409.65 12 0.15 92.310.00% 0 3.74 0.05 0 0 0 0 0 0 0.05 0.07 FALSE 0.07 409.72 415.19 OK 5.46 L %!"LT H pF �!. �� CLINT W. % �, Lic. N 513t0 f�4 • 3/ 8/ 2023 , �4; ••• ~�h'NiiN� �G,,•• M E O O rn U N � N C > E ai E w �.Wv.v3 Q LL 3 p U. - w0 `mom O W L M Q_j Uoo o - Z O n .. � o rn .. C7W N n w� Z f ? U 30�Q w oa �� >� ZO 2222in $ W > 0 0 0 0 v v Lu U U U U o mac) m o rim v �H >j>jVQj 102: MH-1 x v 0o ~ = 134: DI-3B 6 ft Throat O O O O¢ STA 10+00.00 CO N N o m o o STA 11+38.77 Moo UMW W W W W W TOP424.24 m V N}N�'t m� v O L6 m 7 co V C,.)oo0 TOP419.14 Q N M+coF vi INV IN 406.63 (111) o"vZZ 0 o�az 0 INV IN408.62(139) o�a0 0 w w w w a INV IN419.19(103) i �0>> > NQa� INV IN410.45(135) o¢d> ti ti ti ti ti INV OUT 406.46 (101A) �� H z z? � U) P z z INV OUT 408.42 (133) � U) z W W W W W 430 430 134: DI-3B 6 ft Throat 0 s� s� C4 STA 10+00.00 136: DI-26 6 ft Throat TOP 419.14 STA 10+29.81 138: DI-26 6 ft Throat o N N N M INV IN 408.62 (139) TOP 418.72 STA 11+00.58 N O N o INV IN 410.45 (135) INV IN 414.22 (137) TOP 420.64 Lu \ N \ INV OUT 408.42 (133) INV OUT 411.05 (135) INV OUT 415.99 (137) a o N y V\ M 430 430 0 DATE U) 07108121 0 } DRAWN BY J. FOX DESIGNED BY • • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE • AS SHOWN • N jw (D am( V �1 0 1 `1 w/ z li Uj 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 > w STR 102 -STR 140 STR 134 -STR 138 a w HORIZ SCALE: VERT SCALE: 1 "=50' 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 Q O z LL O J m a T W a a N N O S L N r 1 1 1 W z a Q 0 O Ln Q W N M of N N W Q O N 0 50 O a O i a U) w a 0 0 50 S PROFILE SCALE U m O 3 o ' ^ m rn V I m 0 a 0 0 JOB NO. t 0 0 47039 M O SHEET NO. M C7.00 425 425 PROPOSED 420 � GRADE 420 EXISTING � GRAD 415 415 EXISTING SANITARY � PIPE 410 410 139 O 133 gg.60' OF 131 33.37' OF 18" HDP 111 63.36' PE 1g" HDPE ° @ 1.00 /° 405 4' OF o 405 18" HDPE @ 1.00% @ 400 400 395 395 425 _ 425 EXISTING PROPOSE GRADE GRADE 420 � 420 i � 3' MIN 415 415 4" WATER LINE 2' 137 7p,18 O E 1@ 2D� 410 410 29.81' OF 15@" 2 ODE 405 405 400 400 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 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 15" 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 m Cl) H Ij� o CIJ •��LT f�� I,F 112: DI-2B 6 ft Throat $ U� rn STA1o+oo.00 CD a 116: 24" Basin - Circular Grate : �� CLINT S • W. �0 TOP 422.68 INV IN 411.14 (113) co m + Ci o 0 lt z z p STA 10+88.83 TOP 421.87 118: 18" Basin -Circular Grate STA 11+90.72 � u� S > • INV IN 407.25 (131) INV OUT 407.05 (111) v F a0 > > > Cn O INV IN 417.64 (117) INV OUT 417.44 115 ( ) TOP 424.94 INV OUT 420.19 117 ( ) N S. Lie. N S.f�Ar 3/ 8/ 2023 �� �rtii • 440 440 •~�h'Ni�iN G • 44r4o 2 N o m 114: DI-3B 6 ft Throat -CN = m L N m rn rn P� STA 10+00.00 co v ro `c 124: DI-2B 6 ft Throat Co a, N o a0 N TOP 422.87 MLo o STA 10+90.32 m 0 F 128: DI-3B 6 ft Throat INV IN 416.85 (115) 0 0 v z TOP 420.87 Fn C v z STA 12+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) co OP ? Z INV OUT 419.74 (129) � v °" 3 430 430 o a 2 w O m 0 LU L M Q_j Uoo o - cn .. z O � o rn .. C7 LU Z f w� a ? 30LnQ U w oa .0 W� z0 2222Cn $ M aNM Lu 0000� O O O O U OF U U U U ¢ 0 0 o s aaaaa O u,wu,ww O -115 mm x V �(AU)(Acn ti > cu ti > cu h > cu ti > cu ti > Cu s o s o N N O rn LU w U H C �\rj Q M z O DATE U) 07108121 0 DRAWN BY } J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 13+50 STR 112 - STR 118 STR 114 - STR 128 ASSHOWN HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 � N m m m a m lw � C9 c9 c9 c� 212: 12" Basin -Circular Grate V `/ `m `m m m STA 13+62.07 a_ 2 o L °' N 2 o L) o8 ° N CD a o °' a TOP 410.59 o U o cl- U o Cl- (U o -- CU o -- INV IN 408.19 213 ( ) o E- m m 5 m 0 c Cn m c m o rn INV OUT 408.09 (211) J N o m m cn ca . o co m mo o m w w 0@ m 4 0 210: 12" Basin - Circular Grate 214: 12" Basin -Circular Grate oov o mL6 v o �o��6 v m��o r o F + o o op(0ao. v _+ o STA 12+g7.75 STA 216: 12" Basin -Circular Grate 0 0 Lu Paz i+ 0 j ��az O 0 N+ o IIvz 0 11az 0 ��vz =O TOP409.48 TOP413.84 STA15+10.81 / o ¢o-� N¢o � CD > cb¢o-» 6D¢a» INV IN407.45(211) INV IN 408.85 (215) TOP415.19 o H0> N VJH_ o�O> z C14cAH_ _ o~Oz z O~Oz Z c�0 Z _ NcnH_ _ o~Oz z Ncn_ _ ( ) INV OUT408.75 213 INV OUT 209 ( ) INV OUT 215 ( ) 0 1 420 420 ce w< > W J a _j O � LL O J m a W a a T mLL d 00, W ~ z a Q OUAn aAA F6- 1.00%W m 0 M 0 N m Q 0 N 5 0 O0 a i O a U) w a a. 0 0 50 PROFILE SCALE S m w O 3 o ' ^ m V I rn m 0 a 0 0 JOB NO. t 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 STM 200 - STR 216 47039 o HORIZ SCALE: 1"=50' SHEET NO. M VERT SCALE: 1"=5 C7. 01 435 435 EXISTING GRADE-,, / 430 / 430 425 PRO OSED 425 8" WATER 3' MIN. LINE 420 420 117 101 8g 15H PE @2 0% 415 415 58.72' OF 15" HDPE @ 1.00% 113 410 ANITARY 410 18" HDPE IPE 2-1 @ 2.00% 405 405 400 400 EXISTING GRADE PROPOSED 425 GRADE _ 425 \ 8" WATER LINE 1.5' 420 420 415 3' IN. 127 175.61' OF ^HDPE 129 32 38' OF 15' HDP @200 415 121 5646�OF 15" HDPE @ 1' MIN.1 :XIS' .01' OF "HDPE 1.00% ING @ 1.50 0 410 SANI ARY 410 PIPE 405 405 400 400 EXISTING GRADE 415 � 415 PROPOSED � GRA E i 410 410 _ / 21 \ � 9231�VC 209 56A3' r64,3T F 12 2,50% @ 207 OF OF 12„ p C 405 205 8' OF 35.32' 12" PVC 1.0 % 4G5 201 203 4.97' OF 57.64 12,E PV 12 P C o @ /o 1. ° @ @ 1.0 62.51' O 12" PVC @ 1.0 12" PVC @ 1.00% @ 1.00° 400 400 EXISTING SANITARY 395 PIPE 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 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 15" 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 202 410.21 5.61' 12" Basin -Circular Grate 204 408.11 2.46' 12" Basin -Circular Grate 206 410.78 4.45' 12" Basin -Circular Grate 208 409.83 2.96' 12" Basin -Circular Grate 210 409.48 2.16' 12" Basin -Circular Grate 212 410.59 2.53' 12" Basin -Circular Grate 214 413.84 5.11' 12" Basin -Circular Grate 216 415.19 4.03' 12" Basin -Circular Grate STORM PIPE TABLE PIPE # DIA FROM -TO TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 201 12" 202 - 200 404.63 404.00 1.00% 62.51 LF 12" PVC 203 12" 204 - 202 405.68 404.73 1.00% 94.97 LF 12" PVC 205 12" 206 - 204 406.36 405.78 1.00% 57.64 LF 12" PVC 207 12" 208 - 206 406.90 406.46 1.00% 44.48 LF 12" PVC 209 12" 210 - 208 407.35 407.00 1.00% 35.32 LF 12" PVC 211 12" 212-210 408.09 407.45 1.00% 64.32 LF 12" PVC 213 12" 214 - 212 408.75 408.19 1.00% 56.43 LF 12" PVC 215 12" 216 - 214 411.16 408.85 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 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 15" 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 �!OLT H J� 0. .�?` C�• CLINT W. % :u/,S FFLET >� • �Lic. N 513t0 f�4 • 3/ 8/ 2023 ••• ~�h'NiiN� �G,,•• M E O O rn U N Vi N C > E w a E w v 3 ¢ LL o 3 p LL - w0 `mom 0' W L M ¢_j Uoo z o -u O .. � o rn .. C7w N� n. wm Z I- ? U 30�x w am oR �v 11 a ¢> N° 0 W W W W @C-4 co _ _ o S N > 3 E o o CO 2 o 0 o 2 oLn r�0 �M�M 'ItCl) co04 M�O M N �r�M 7 d o =00+ It �Mc o�� mM�NN� m� N 110: DI-3B 6 it Throat ow 2z22¢ m Opa �0N�� =+C-4 NNNIT�= MM�� STA 13+48.22 �~ OOOOU w�vz �vz_ 21vzz o1vzz oVvz o Fap> a<a- N¢a» v¢a> �¢a j TOP431.44 U) �rnPz z owOz z z ocnOz z z ou)P z INV OUT425.36(109) U U U U¢ Ix Ix s C4 aaaaa 445 445 O wwwwa 0 W W W W W 0 K � K C � 2 ~ N N O N w H F. 0 fn N \ \ \ ¢ V M z O U) DATE (D 07108121 a 0 d } DRAWN BY U ^ ^ c o N J. FOX 104: DI-26 6 ft Throat o 0o M m w °^o • DESIGNED BY STA 9+99.93 o rn co 0 0 0 TOP 427.74 106: DI-3B 6 ft Throat o o M + a; F • C. SHIFFLETT INV IN 422.10 107 STA 10+29.75 o Q a ccoo � v O ( ) TOP 427.77 0 H O z N¢ o O • CHECKED BY INV IN 421.36 (105) r� WA - Z 'D > INV OUT 421.15 (103) INV OUT 421.66 (105) co : • C. SHIFFLETT 440 440 415 415 SCALE • AS SHOWN rl - A I �• N LU v J L NE �1 I OF w/ z li w< 0/0 > LU a -J J O � LL O J m a T W a a m d Y w 0 z p0 m 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 9+50 10+00 11+00 11+50 7 W o U) STR 100 - STR 110 STR 104 - STR 106 STR 300 -STR 302 N m HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' Q o VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 N O 0 50 a O i a U) w a 0 0 50 S PROFILE SCALE U m 3 O o ' ^ m V I rn m 0 a 0 0 t JOB NO. 0 0 47039 M O SHEET NO. M C7.02 15 HDPE 440 440 435 435 EXISTING / GRADE / PROPOSED / GRADE 430 / 430 / 8" WATER / LINE 425 / 425 / / 3' IN. 107 O OF 85 HpPE 09 420 420 @ 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 GRADE 430 8" ATER 425 425 1' MIN. 420 105 420 29.83' OF 15" HDPE @ 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 � 8678 24" pE 2 9% 395 395 EXISTING SANITARY PIPE 390 390 385 385 L EXIST. TOP 422.40 PROP. TOP 421.11 INV IN 414.07 (V1-5-V1-4) INV IN 414.14 (141-4) INV OUT 413.94 (V1-4-V1-3) 44.5 STA 10+62.52 INV IN 414.97 (2-1) INV OUT 414.77 (141-4) 2 STA 11+27.91 TOP 426.41 INV IN 416.79 (3-2) INV OUT 415.79 (2-1) STA 13+71.77 3 TOP 437.35 INV OUT 428.98 (3-2) STA 10+00.00 TOP 405.90 1-1 INV IN 397.78 (V1-1-V1-1A) INV IN 397.40 (12" PVC) INV OUT 397.40 (12" PVC) 445 435 440 440 EXISTING GRADE / 435 / 435 / 430 / 430 / MIN. PROPOSE GRADE 425 / 425 36& 420 STORM 436 C 420 PIPE 115 @ 1' MI 415 415 r 1-VT4 65.3 ' OF 62,52' OF 8" VC 8" PVC @ .25% @ 1.00% 410 410 Q -7 W Mw 0)w a0w N WO W� W w 0� W � w7 W N wM W� W� W �W �W �W waf W� w1� W� H(D FOi HOi H00 aDH MH cOH Fa0 H� + N Q + (D + Q N + Q w Q + 00 + OQ +J NQ +J NQ +J Q + (0 Q + I- + J J J J J J J J �a �a a a�a�a� �a�a 405 U)H (n � (n r U)H U)U)H(n �(n H(n U)H U) 405 0+50 10+00 11+00 12+00 13+00 14+00 14+50 STRV1-4-STR2 HORIZ SCALE: 1"=50' STA 10+78.41 VERT SCALE: 1 "=5 EXIST. TOP 434.65 PROP. TOP 435.06 INV IN 430.07(V1-32-V1-31) INV OUT 429.99 (V1-31-V1-6) I1 PROP. TOP 432.27 INV IN 418.98 (V1-31-V1-6) INV IN 418.98(V1-6A-V1-6) INV OUT 418.89 4. 0 %1-6-V1-5) PROP. TOP 410.95 INV IN 400.39 (V1-2-V1-1) INV OUT 400.47 (V1-1-V1-1A) STA 11+25.93 1 EXIST. TOP 414.15 PROP. TOP 417.02 INV IN 405.74 (V1-3-V1-2) INV OUT 405.66 (V1-2-V1- PROP. TOP 418.93 INV IN 411.52 (V1-4-V1-3) INV OUT 411.52 (V1-3-V1-2) 1 STA 13+08.48 EXIST. TOP 422.46 PROP. TOP 421.11 INV IN 414.07 (V1-5-V1-4) INV IN 414.14 (141-4) INV OUT 413.94 (V1-4-V1-3) STA 15+60.16 1 EXIST. TOP 427.37 PROP. TOP 430.52 INV IN 418.12 (V1-6-V1-5) INV OUT 417.97 (V1-5-V1-4) PROP. TOP 432.27 INV IN 418.98(V1-31-V1-6) INV IN 418.98(V1-6A-V1-6) INV OUT 418.89 (V1-6-V1-5) STA 16+75.17 1-6 TOP 431.94 INV IN 423.94 (V1-6B-V1-6A) INV OUT 420.82 (V1-6A-V1-6) 435 - L 430 430 EXISTING GRADE EX. 8 WAT 425 425 420 i 420 PROPOSED GRADE '� OF / 1.6-V1 5 61�TVC STORM 58, g6o(u 8 PIPE 123 PV(F @ 415 / WATER 1.5 1V 4 1.4 % 415 / LINE 251.6 PVC / 1 1.55% / V 1.4vOF PV o 410 8' 410 / 1 @ . OF d QAG°� STORM 8 p5 PIPE 133 405 0 405 / II J1260� 97'3 QA olo 400 Al r� 400 ^P "N' R' W N Maf OoW wW (n 2' 0) W H Loaf MW (nH M IN of �W Ih d' W H CO 2 W H (r)af 7W 7R' Z'w �F r-of �W N NW �H of W H W(.<' �W oof �W LOU*of N NW Nof OW ow 72' �W .W H (0 wW V MW N N LW'W co (0 NW d' b?W (O(.L' �W I�Of �W �H 1� M �t.Y NW (D cq OH M NH V N (O (O N O OH OQ M O 7 N Q �H OQ MQ OH MQ R U)H I�Q MF 0)a V O NH NQ N OF V NH f� VH N M (OH O lmH N OH N rH Va 0)F Va 1, M r_ I_H O r O +� +� + +� + +J + + J +J +J +J +� +� +J +�] + +J +� +� +� +, + +� +� +� J +J +� + +� + $ w° 3: 3:a�a aka �: 3a�a�a�a� �g�a�a a�a�a� �a�a�a 395 @ (n H(n Hrn (n Hcn H �(n (n (n H(n H(n H(n H(n U) F(n H(n H ern �(n �(n (n Hcn H(n H H(n Hcn H(n n Fcn H(n H(n 395 9+50 10+00 11+00 12+00 PROP. TOP 439.70 INV IN 431.17 (V1-32A-V1-32) INV OUT 430.99 (V1-32-V1-31) STA 13+34.0 TOP 447.7 1-3 INV IN 440.31 (LAT 4" PVC) INV IN 439.84 (8" PVC) INV OUT 439.70 (V1-32A-V1-32) 13+00 14+00 STR V1-1A-STR V1-6A HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 450 EXISTING / GRADE / 445 445 / PRO DOSED / BADE 440 440 / 8" WATER / \ LINE / 435 T N 32 435 �3k C � 430 430 82.51, OF 8" PVC / @ 1.11% 425 I 425 420 420 415 415 15+00 16+00 17+00 0 50 PROFILE SCALE ,UPW �!LT H (4 CLINT W. Zu/,S FFLET Lie. N 54380 8/ 2023 i M E 0 0 U N � N 0 > E w a E ¢ u- 3 w n wO m Q_j UOMo J - M � C7W NV W � Z F = x �i O LL Rj ai � Q V tiLri xv �� F Q 8M cO1 N � M a� 0 x c� F 0 w Lu x U Q z 0 U) 0 0 am O ce E f z C) a_ u U Lu W L Z 22zz(r) .EEEEW W W W W I- � � O U O U O U O U 2 z 2 2 ¢ O O O O U U U U U ¢ W L W s W 04 w aa(aaa C Eli � ti ti ti ti � W W W W W N O N n 11 00 N V m N M DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN w lW V J �I LI 1 W L� > Lu J ^ W L.L � L.L O 2 Q J w W m a Q LL W z O W"D 9+50 10+00 L 11+00 12+00 V 1-32A-V 1-6 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 14+00 14+50 H JOB NO. 47039 SHEET NO. C7.03 0!0, J� CLINT W. % 2S FFLET >� Lie. N 54380 f�4 • 3/ 8/ 2023 ��ti 0 OVAL M E O O U N � 435 435 N ¢ o > E w v E w v 3 LL ¢ U. % 3 LL O w 0 m It 0 W L M ¢<_j Uo° z -� 0 o� .. C7w N� a Ca v� � Z f ? U �i 0 Q W Q v � Ise � � >'D z0 2 2 2 2 in ¢� 7 z li 8 rn .. 3 W aMM � 0000�ij O O O O U U U U U ¢ a 4 a a 2 0 C � C � O o WWWww x cn cn cn cn (n wwwu,w 4 s s x N N O N w" H ��\N\ U N \ \ \ of ¢ V M z O in DATE 0 07/OS/21 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT 27+50 28+00 29+00 30+00 31+00 32+00 33+00 33+50 • CHECKED BY HORIZON ROAD WATERLINE PROFILE HORIZ SCALE: 1-50' C. SHIFFLETT VERT SCALE: 1"=5 • • SCALE • AS SHOWN 445 445 • 00 cei N 06 W V J �1 1 w/ z li '�' > W a w ~ LL O w J T 1 0 W a LL >- L' > O d ui U a O a U CO m M Q N N H 0 N O 0 50 a O i w 0 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 0 a. PARADISE PARK LANE WATERLINE PROFILE 0 50 = S HORIZ SCALE: 1"=50' PROFILE SCALE U VERT SCALE: 1 "=5 O 0 m rn m o 0 t JOB NO. 0 0 47039 M O SHEET NO. M C7.04 PROPOSED j� U U U _U 2 W `- W C:)U rn U U U_ G DE � W o > p !L'(D � > !Yr r o > CY Of co co > of coW no W I— t � o > +�7�'I� v> co > o > 0) of > �rQ'N �> rn (n 0 W pj W �p r W r W �Z - r l] W r W p W nj W LLj W ' W S W �j t (n c} Cn I� O (n M (n hQ W M t M In CO (n (O fn M fn In V (n V 430 W N CL'p lYp O CYp p; X�� ()aQ'��� IYN�N�N 430 � 3.0' ac~n a� Qla- � Q� Q�� � ��Q�Q� a�a a�aa �cn Ito � �U ��w �U�� ��� �U�� ,4 8S \ ° H 425 cfl 425 CONNECT TO 00 EXISTING rn � EXISTING GRADE N � M STUB OUT Z 1.5 ` 2' �0% M W a [0 cotN a 420 3 420 STORM � � PIPE 129 415 8" CLASS 52 DIP i 4" CLASS 52 DIP 415 WATER LINE i WATER LINE � SANITARY SEWER 2• LATERAL, DEPTH � APPROXIMATE ; U U U 410 > co > rn > > r (TYP.) > 410 � � � � N O Cr° to N tW/J + � + � + � � i � m � STORM twig N v � °p a0 � W ap � O � O Q_' p 0' p CY � PIPE 135 Q' N N W Q� N N Q� N W Q� N W Q� N W M W M W Q M a � W Q M a M a � Q a Q a ~ a ~ ~ ~ 405 � (n � � v7 � � � � ~ ~ � - 405 0 o w � w w w w w w U o v, U o U_ _U U_ U_ U_ _U O O LO O > � > 0') > � > r > N > I� > M � O Q_' N t w 0 O r � � W � O W� W� W W (n � W > Cn O Q r (/J Cn O Cn M f/) � !/) I� Cn N � t ~H C7a �� ~H �N �N �M �M tYM �� W � 440 440 INSULA E IN AT 435 435 PRO�I E VERTICAL SU /WATE PORT ON � BOT MAIN ON SIDES OF :31.5\ 430 ROBBING. 430 EXISTING / / \ GRAD � \ 3.0' 1 CONNE T TO 8" 425 BOUT ON 425 PROPOSED / ARDELL GRADE 1' C EST RD � STORM PIPE 109 420 STORM PIPE 105 SANITARY SEWER 420 � LATERAL, DEPTH W W > APPROXIMATE (TYP.) 415 i 8" CLASS 52 � DIP o o co>M>o 415 � INSULATE MAIN AT p °p w � W NNECT TO 8" TEE ON � WATER LINE W W H o CROSSING. + N VERTICAL PROVIDE SUPPOR 0 Z ON W `n� Cl) W O � M � 0D M � � rn � j r r r W r W r L 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% ddri 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 ddri 4' V 95' VC T7 w� orn �No a I� O N ' M V o M [,-to 1 N co N +v 0111 +v 0111 +v �, 11 +v � II °U °U °U °U 440 440 �m >w >m �w 10+00.00 m w m w / = 432.21 �435 435 --- 2 50 � 6 430 \ 430 HORIZON \ SOpOio SURFACE t01900174 \ \ PROPOSED � o 425 GRADE + qtl 425 — --- It > Q J CD-1 w EXISTING GRADE Z7 � a a 420 420 \ \ 415 415 410 410 405 405 N ap cN0 V N 0) N cN0 � NN to 00 Mv Nvz,PN 0 ^ NU) L co N o 6N 0) ^a0 � v� v� v� v� v'T vIt v� 9+50 10+00 11+00 12+00 13+00 HORIZON ROAD PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 14+00 15+00 WIN MAP lie r I ,. � . � � � a!i��` .. __ .+���/��......�� � � ®. i ®� �� i i - i R■ 1�1 n � 11 , ��, • �°,,. � , l.' �:, '.r � 1 � � r:r �■ �� ■Ili f: -- -i- i'r � �I� ��wu"""-_7 I�� - .n,:.� Ir. ` �`1 dl�•..���a��—�a1-_.._....��v1��. ®■� ®mI® F�=§ ,lm �� , •;.a`�, �_.�ee,+ llo,. �I FFAX.1 i i1MINE ''i��2�� T �®'� �'3°�M� � .• ':p� ,,� ,�� . -- it -11111, �1, 1 il.!!!!� �11�/ ��. � _ �� + ,,, . l�dl 1 ���- [� IC•'.I �� - - - �t� - - - -`ram �/ ICI; �i� 111�1 ���� � ii �i ` � ®, ®�i .► eai� � ?gym ems_ _W� 1 OW 070 �' ►, � ��O �%�1 �;, �� I - � ���,��a�� �►_�, .������_ ����►�� ►^� ►ems �►e�. � � �_� �� _ ,, Bgyp• , � ►�'�.�,•. � � 1 Ills WAS 1, ,UPW +!ELT H (4 �!■ CLINT W. ,S FFLET Lie. N 54380 8/ 2023 i M E 0 0 rn u N � N 0 > E w v E w v 3 Q a o 3 p U. — wO `mom O W L M Q_j Uoo Z 0` —u O w C7w N� a w� cc Z f ? U Q W Q v O Ln �� 22221n In z o aNM � 0000� 00 00 0000U U U U U ¢ Ix Ix Ix C4 C4 a 4 a a 2 0 � � � � O 0 W W W W W 2 Vl ul Vl ul� > > > > 0 W W W W W N N N N O N ��\N\ U Q ti M Z 0 in DATE 07108121 0 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE • AS SHOWN � N Lu v J Lu \� 1 \ \ Q '^ > V / Lu X w —j Q LL \ pig\ \\\ \ 1N31I \ \ O w 0 \o\ 30NVN3INIVVIVSS300V 07 a k. ]VitNVS VSOV / / W � w } \\ o � I I\ 1.11�13W3Sb'3 2I3M'3S [ I l[ � U I OAd „zt1 J9'Z60=4OGl1 N1 (MS)10Ad,,0,t "t6'L 9 4NI4NI I\ (o3A83SO01'N13n I \ I I \ O _I 39 0HiIM 3iV01434 / L 1 80M o / U) / 00/ / / JOB NO. / 00 / SCALE 1"=30' 47039 /0 0/�' 0 30' 60' SHEET NO. cs. 00 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 7 W O� MO Co co + V + V II U U Lu Um UW a.gili n lM 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 CD uo O W co N c0 M + 7 II u V 47 > U co m 4Ql pF .!• CLINT W. Z 2 S FFLET Lie. N 54380 8/ 2023 i M 450 o CD O CD 7 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 a A.D. = 5.96% K = 4.71 r. V PROPOSED o m 440 2'500 GRADE C cv of N r' 440 II � w II w \ / i ' \ CD-1 m � w q 60% � w 435 435 CD-1 \ 430 430 / � CD-2 of v � EXISTING u 425 GRADE w 425 HORIZ INTERS 420 420 415 415 410 410 I� 0o C, aS� N rn I: o Nv f roC\j M 'moo .fl v00 .fl h vjv W O) Nc�i N "t "o N R� -t �"�M 7� NM 7t co IhM 7' MM 7' MM a't MN a� N NN h� NN R NN hIt NN VIt 9+50 10+00 11+00 12+00 13+00 14+00 PARADISE PARK LANE PROFILE Oco N � N C > E v E w �.Wv.v3 Q LL o 3 p LL — `m \ w o 0 W L M Q-V00 Z a�—� O > a N� C7(ALu Z f vMr cc ? �0Lnx V w .M.= vN > O Z 0 22221n W W W W- W =rn ri > vry � 0000� UUUU� a-1 C'w O O O O U U U U U ¢ iYC4 a 4 a a 2 0 O � W � W � W � W O W x cn cn cn cn In 0 W W W W W K ,4 K ,4 � N N N O N w w H � fl a N N M N ROAD V� ECTION o DATE in 07108121 0 DRAWN BY } J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE • AS SHOWN 15+00 16+00 0 oo �I it ��`� �� ' / • • I SEWER • w�i� - .�� "_Fig ��' �1. 0 I ��I 1 �1 1 , v• aLlilgagill pp -ow MH�hMUL M22=1 1'\ �_—_-- -- HL ,■ II,\I' `0 1� ■ ' Ila '■® �:, - . �i /�c� �,, • �®�__� —■�'. ���. I 1_\��_I ��_ al�_I _I IN f� _!1,`_�� "r, III® i�ii l,,,�_`_�_l.rJ_ �IwM I�A WHIn:I!!_!!!l^ I � .;�,, �, _., �� _ of .���i •�a -- _ _ _ _ I - 11r �m�1� ► I'i1= �.� s �� :���_ F �► i —_I 6 �� I• '��'is 1 - pIl�.a �ll � ■__ ■�11�_®Jl�i���® ■ s,l llr .1 9�1� ■� ua-M ail ACSA SANITARY EASEMENNT NO ,i I \ �� �• • , I \ ♦•• � `� ���- ; tip \" me. ' i \� \� .,, fir► . � 1 / �,,;; I ,1'� ` :: WIN JOB NO. Ell SCALE 1"=30' 47039 '_ lip... �'®-_�• ,�1111111�/�����i� 1.I':���i�►�ly���!���x'"���c�48 L LANDSCAPE CALCULATIONS Tree Canopy Requirement: 15% of Total Site Area Total Site Area 541,538 Square feet Gross Site Area 541,538 Square feet (-J Rec. Areas 0 Square feet (J Pond Area 0 Square feet () Wetland Area 0 Square feet Required: 81,231 Square feet Provided: 244,886 Square feet (+) Tree Save 240,198 Square feet (+J Canopy Bonus 0 Square feet (+J Proposed Trees 4,688 Square feet Street Trees Requirement: 1 Large Shade Tree (1 1 /2" cal.) per 50 Linear Feet of Frontage Street Frontage: 1,892 Linear Feet Required: 38 Large Shade Trees Provided: 27 Large Shade Trees Interior Parking Lot Trees Requirement: 1 Large Shade Tree per 10 Parking Spaces Parking Spaces: 6 Required: 1 Large Shade Trees Provided: 1 Large Shade Trees Interior Parking Lot Landscaping Area Requirement: 5% of Paved Parking and Vehicular Circulation Area shall be Landscaped with Trees and Shrubs Parkin Area: 2,972 Square feet Required: 149 Square feet Provided: 1,500 Square feet Screening Requirement: Parking ares consisting of four spaces or more shall be screened from adjacent residential or rural districts. Provided: Parking lot is screened by a hedgerow of 21 Viburnum from adjacent property and by 13 Viburnum from the street 10' PRIVATE ACCESS PLANT SCHEDULE QTY. I SYMBOL Jscierltilfic Name lCommon Name ISize ISpacing lRoot INotes 10 Yr Canop Canopy Tot 13 GB 15 LS Ginkgo biloba 'Autumn Gold' Liquidambarstyrociflua 'Ward' Ginkgo 2" Cal. Cherokee Sweetgum 2" Cal. As Shown As Shown B&B B&B Single Straight Leader, Specimen, No Tight Branch Angles Single Straight Leader, Specimen, No Tight Branch Angles 87 1,131 206 3,090 Total = 4,221 SHRUBS 34 VN Viburnum nudm'Winterthur' *1RRIGAT ON BY OTHERS, COORDINATE W/ L.A. Smooth Witherod 3 Gal. 48" O.C, Cont. M E 0 o _ o, — N a o E EASEMENT v - — \ t VILLAGE 2 SITE / — W >, 3 A (541,538 SF) 3 U.Y 3 Q N O 0 APPROX. LOCATION OF PRIMITIVE TREE SAVE AREA m M TRAIL. ROUTE TO BE FIELD LOCATED =cw ® tb " CO z / \ 5 TO ACHIEVE RECOMMENDED SLOPES (240,198 SF) 13 _ —-415.70— — 5 / w j -� O AND TO AVOID EXISTING TREES 414 = ati W v a 212 LARGER THAN 8" CALIPER. 415 z 10' PRIVATE DRAINAGE EASEMENT �416 — 415.70— — 0 3 0 N / MAINTENANCE — — 417 — — — � ^rn oaf ti 213 OPEN SPACE B � � �-417 210 \ EASEMENT 416 46 Ln > z0 WWW W 382125 SF 1414 -® q1q q15 Ui E W 2�_ ®� J O N 11 � O O O O / EI'AJNING LL 414 o d v OU 214 16 �w >jjI¢ 215 41 O 0 0 0 O U 2os � �uuuQ \ LOT V2-15 216 417 / \\ 6539 SF E== E== E== I Wa W W W W aaaa LOT V2-14 LOT W W W W W 208 \ BLOW -OFF 4012 SF V2.11 LOT V2-9 TIE TO 00 \ ASSEMBLY LOT LOT LOT LOT V2-3 LOT V2-2 LOT V2-1 0 > > > > > 2506 SF 2680 SF LOT V2-8 LOT V2-7 LOT V2-6 LOT V2-5 LOT V2-4 WATERLINE ® 43 W W W W W LOT V2-16 V2-13 V2-12 V2-10 1528 SF 1537 SF 2231 SF 6 ° =O C � C C C / 207 3523 SF \ 3738 SF 2615 SF 6 X8 2599 SF 2183 SF 2088 SF 1979 SF 1969 SF 1969 SF STUB -OUT T AND FHA > N N N N M N O w F O 0 0 N O .. N / \\ (7) LS 8 0*_ 1 8"X8" TRAFFIC 13RTE T' 128 M u ° ER EANOU z err/ / 0 5, /" ? > DATE �} / LOT V2-17 R25' � > /j 5246 SF� R30' e�i� -� 0410112022 Ono 0 18. 7' BEND W W 129 8' W d v PARKING" } DRAWN BY O RRKI G" HORIZ R AD CG-9D _ 00 SI R7-1R 14+ 13+ CG-12 13+0 IGN 7-1 ) 12+50 53' PUB C /W 12+0 11+50 1 +00 (TY 10 50 Ip ;Vt-3, 134 V�_ R399' — R25� 8" DIP M NH LE TO V1-1, � R25' + 123 CG DesrcNED BY / 139 (V9-4, R25' 124 5' • II(16, / \ CHECKED BY • 03 ( -9D 1 3 0 Si OP 18 9 127 126 VI-s ACSA , �• EASEMENT; • ACSA SANITARY / MAN OLE TO J20' IiUBL- J VARYING WIDTH \ OCAT D OUTS E 132 431 32 3� SCALE ACCESS & MAINTENANCE // I DRA�NAGP�I � ° I 4 "NOi PARK NG" 4 O AVEM T EASEMENT SI N R7 1R 34 EASEMENT S} y ( ) \ 25' ACSA Ej 121 --- --- -i LOT V2-18 NAM --- LOT V2-44L- - -- --- EASEMENT - 20' STORMWATER 20 PUBLIC \ 28 LOT V2 43 LOT V2-42 LOT V2�1 LOT V2 40 LOT V2-39 LOT V2-37 LOT V2-36 LOT V2-35 LOT V2-34 ACCESS 6069 SF DRAINAGE O 1616 SF 1617 SF 1980 SF 2081 SF 1617 SF 1617 SF LOT V2-38 2081 SF 1617 SF 1628 SF 3538 SF 1_3Y PARKING" 113 LOT 4 SF 1980 SF O ^' EASEMENT EASE/ LOT V2M9NT I SIGN (R7-1L2) A, 115 43S l V l\ \ 1994 SF 114 , �J 4357SF LOTV2-20 + -I I-1 I-1 —I APPROX. LOCATION OF PRIMITIVE 202 / / I 5324 SF I -I 1 I - LL—FE 1 W I TRAIL. ROUTE TO BE FIELD LOCATED (12) GB RAGE TE (( n� TO ACHIEVE RECOMMENDED SLOPES \� 201 I (3) LS 20' ACSA PARKING (TYP. DRAINAGE 436 V AND TO AVOID EXISTING TREES �( EASEMENT EASEMENT I I LARGER THAN 8" CALIPER 200 ~- 20' PRIVATE / 112 OPEN SPACE A LOT DRAINAGE & X 111 9598 SF AINTENANCE V2-28 LOT LOT LOT LOT LOT 437 \ px 6"X8" TEE, 6" GV, ..ACCESS � �``�0 116 D FHA 11 AINING WALLEASEMENT 2108 SF V2-29 V2-30 V2-31 V2-32 V2-33 _ EASEMENT X ADVISORY 20 MPH 102 117 2108 SF 1811 SF 1420 SF 1420 SF 2444 SF z VARIABLE WIDTH SWIM FACILITY SPEED SIGN (MUTCD ADVTSDRY 20 MPH I 438 I' MAINTENANCE EASEMENT \ W1-2A LOT V2-21 03 x S N PEED SIGN iC6- I 4063 SF W1- 110 I 1 3 XTEND 3x'�,\ N 18'- 3-BOARD SWM A f / EDF 0 I 9 SAFETY FENCE x \ C 13 VN - - +00 CG-g 45° a 2" P ( ) � BENDLU QZ 1" WATE © �-12 5�l - W 440 > J 302 100 (21) VN LINE 1„ AULT & 0 0 R200' 09 12 RADIR LAN�F _ � a IZ OPEN SPACE B - SE � 310' "NO RK 8"1 11+50 PUBL /W 11+0 + 0 82125 SIF 10 00 101 S TER � 5' O¢ L1.J SIGN ( 1R) LOT 107 a I m < LOT V2-22 R150 V2-23 104 v p^ w Q 0 9465 SF 2900 F P LL 4-UNIT / 18' T > 44 O Q ONDO MONACAN CG-9 1(TYP') g P RKING' TIE TO 41� >_301 D AINAG \\ I PARK Z Z i ACCESS 1744 SF S GN (R7 WATERLINE O I \ 443 ASEMEN (1) GB I LOT V224 STUB -OUT �z I 0 Q — - 3301 SF II 'NO STOP SIGN I � O J 5' STAIRS. SEE ARCH. I PARKING" 3/4" I LU 10' PRIVATE PLANS FOR DETAILS MAINTENANCE SAFETY I III SIGN (R7-1 R) (TYP 44I 4 LOT V2-25 LOT V2-27 \ qq5 ACCESS EASEMENT RAILING 300 EASEMENT \ PARK PROGRAM & I I 4010 SF L44 T V2-26 20 SIF 434 N ® Q DESIGN TO BE INTERIOR PARKING LOT DETERMINED I I 445 LANDSCAPE AREA SEPARATELY FROM I ccoo O N � C OA O (1,500 SF) THIS PLAN �z \ c M O — RETAINING WALL m — '� N _ 446 v > . \ �1 � i STREAM BUFFER OPEN SPACE B 447 o 1 382125 SF 1 l 'u t VILLAGE 2 SITE \ ® T _ v (541,538 SF) \ STEEP o v SLOPES 448 \ Q 1 O ,.... U Ol TREE SAVE AREA \ 4--+ °' v C%) (240,198SF) .44g i s \ L O C C r1�n�' 7 W Q in JOB N0. q 47039 0 0'SHEE LIT 00 0 5 N