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Home My WebLink AboutSUB201900174 Plan - Revision Road Plan and Comps. 2020-04-07SOUTHWOOD REDEVELOPMENT -VILLAGE 1 SUB201900174 ROAD PLAN COUNTY OF ALBEMARLE, VIRGINIA SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: TOTAL AREA (ALL PARCELS): 119.78 ACRES LIMITS OF DISTURBANCE: 15.58 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE 090A1-00-00-001 EO PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09000-00-00-001 AO PARCEL AREA: 8.83 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001 DO PARCEL AREA: 86.80 ACRES ZONING: R2 RESIDENTIAL 07600-00-00-051 AO PARCEL AREA: 1.23 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4706 PG. 198 SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS UTILITIES: ACSA SANITARY AND WATER SERVICE, WITHIN MS4 BOUNDARY DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 90A1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER 51003CO407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.24 AC. PROPOSED IMPERVIOUS AREA = 6.48 AC. LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS. NOTE: SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. Table 3: Phase 1 Site Trip Generation UurL KDAr ITE AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT LIN7S AE77 IN OBE TOTAL IN DUT TOTAL Phase 1 Residentiai'al Apar(ment5rTownhome5 220i21 7.70 D,U. 2.000 78 95 90 53 1C" Single Family 210 30 D.U. 343 7 19 26 20 12 32 F7�sidenria�l Submfaai 300 D.U. Z343 :35 114 14:9 110 i 7' Commercial Retail 820 25,000 S,F 04-1 i5 9 7:t 1E. 13 CNfice 710 25,O)0 S.F 43 7 L' Commercial subrataf 50 000 s.F 1.22, 5.3 16 74 f. .75 "6 Phase 1 Totall'} M, 654 93 IN 223 1131 140 301 Ptrase 2 Rosidnnti44� ApartmentsfTownbames 220tal 143 D,U 1.040 15 52 :. 51 30 61 Single Family 210 16 D.0 193 l 12 IC 11 6 17 RpsidonfW Subrot70 159 D.Li. 1.234 19 $4 FAT 3a 9E Phase 2 Total 1 1.233 1 19 64 83 62 36 98 Southwood Total (Phase 1 + Phase 2) 4.79T 112 194 30C 223 t76 399 Source: FTE Trip Genembon, 1 Oth Edition. 1- Residential trip generation .assumes 10% of the units will be singie family dwelling units_ All others will be apaatmentsam nhomes. 2. TTE ineludos tuwnhomes and apartments in the same category with the 10th edition. 3. The overall development (Phase 1 + Phase 2) is capped aL 5,000 dally trips. To ensure maximum flexibility, Phase 1 trips were assumed to be split evenly MIween residential and commercial lases. d_ Phase 2 consists of 500 fatal units but will replace the existing 341 units currently on site for a net increase of 159 units_ 10/30/2019 C, C-ee ,a 11Lse 14 `; Oak HAI 01 vve� ��"tty.tti'�t L►� Sr} Wit- dq �� Cr N ckery St Wn, G SITE+ LOCATION VICINITY MAP 1"=1000t DEVELOPER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHAROTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.00 COVER CO.01 CODE OF DEVELOPMENT TABLES C1.00 NOTES & DETAILS C1.01 NOTES & DETAILS C1.02 NOTES & DETAILS C2.00 EXISTING CONDITIONS & DEMOLITION PLAN G3.02 EROSION & SEDIMENT GGNTRGL NOTES & DETAILS C4.00 BLOCKS & OVERALL PLAN C4.01 LAYOUT & UTILITIES PLAN C4.02 LAYOUT & UTILITIES PLAN C4.03 LAYOUT & UTILITIES PLAN C4.04 LAYOUT & UTILITIES PLAN C4.05 GRADING & DRAINAGE PLAN C4.06 GRADING & DRAINAGE PLAN C4.07 GRADING & DRAINAGE PLAN C4.08 GRADING & DRAINAGE PLAN C4.09 DETAILED GRADING PLAN C4.10 DETAILED GRADING PLAN C4.11 DETAILED GRADING PLAN C5.00 ROAD PLAN C5.01 ROAD PLAN C5.02 ROAD PLAN C5.03 SIGHT DISTANCE PROFILES C5.04 SIGHT DISTANCE PROFILES C5.05 SIGHT DISTANCE PROFILES C5.06 SIGHT DISTANCE PROFILES G6.01 S:FE)RMVVA:FER SUMMARY QUALITY C6.03 STORMWATER SUMMARY PLAN C6.04 STORMWATER SUMMARY PLAN C6.05 PIPE & INLET CALCULATIONS C6.06 PIPE & INLET CALCULATIONS C6.07 CULVERT CALCULATIONS C7.00 STORM PROFILES C7.01 STORM PROFILES C7.02 STORM PROFILES C7.03 STORM PROFILES C7.04 UTILITY PROFILES C7.05 UTILITY PROFILES C7.06 UTILITY PROFILES C8.00 ROAD PROFILES C8.01 ROAD PROFILES C8.02 ROAD PROFILES C8.03 ROAD PROFILES C8.04 ROAD PROFILES L1.01 OVERALL LANDSCAPE SITE PLAN L1.02 PLANTING PLAN NUMBER OF SHEETS= 44 CLINT W. SMWFFLI L Lie. -1/ 1/ 2020 4&V� tl�►�t M E O o M U N L� N ,: Q O > E w E � 0 LL _Oo r� w a � W L rv'a � U w = M O x Qf� au- 0 Q v to _ ' rV = U > � Q c Ln O N U)V i M d � CO J Of 0 C7 0 0 w > w_ U Q z 0 > 0 z 0 d U to w 0 U0 z z O > o w U i, Z O C� w a OO j W 0 N w o Q N 0 DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. Uj C a ^ L1 w J 0Q� w J m J W LU 0 LL o U LU 0 0 LU " W JOB NO. 40919 SHEET NO. C0.00 L_ LAND USE DESIGNATION GREEN SPACE & BUFFER NEIGHBORHOOD DENSITY URBAN DENSITY RESIDENTIAL VILLAGE NEIGHBORHOOD MIXED USE / NEIGHBORHOOD PLACES URBAN DENSITY MIXED USE DENSITY RANGE BLOCK REQUIRED (UNITS/ACRE) 1 p 2 0 3 3-6 4 3-6 5 6-18 6 0-28 7 0-18 8 0-18 9 0-34 10 6-34 11 6-34 12 6-34 TOTAL TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY DENSITY PROVIDED (UNITS/ACRE) AREA () AC. DWELLING UNIT RANGE REQUIRED AFFORDABLE DWELLING UNITS PROVIDED MARKET RATE UNITS ASSUMED 0 8.0 0 0 0 0 1.3 0 0 0 2.1 1.4 4-12 3 4 1.3 1.5 5-14 2 2 3.4 7.1 60-127 44 6 too NUMBER OF LOTS *00 �"��000 0i PROVIDED 'vp*k f p CLINT W. 0 4 J Lic. N 54380 -1/ 112020 tr*: 300 VP 28 0 1.1 0-31 0 0 0 0 0.6 0-12 0 6 2 0 1.0 0-17 0 5 2 0 1.8 0-61 0 0 0 0 1.8 11-62 0 0 0 0 5.4 20-182 0 0 0 0 3.0 13-102 0 0 0 34.0 150-450 49 23 39 TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX. 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 55' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18, 28' STEPBACK MIN. N/A N/A 15' 15' 15' AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACK MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. 0' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACK TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19 / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY BLOCK 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 RECREATIONAL AMENITIES & CIVIC SPACE REQUIRED RECREATIONAL AMENITIES & CIVIC SPACE PROVIDED TOTAL GREEN SPACE REQUIRED (ACRES) TOTAL GREEN SPACE PROVIDED (ACRES) TOTAL AMENITY SPACE REQUIRED (SF) TOTAL AMENITY SPACE PROVIDED (SF) 1 1.80 5.97 8.00 0.23 0.05 0 0 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 400 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 8.00 10,000 2,000 2 0.10 1.10 1.30 0.20 0.03 0 0 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 300 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.30 1.30 8,700 1,500 3 0 0 0.88 0 0.04 0 0 0 0.88 0 0 4 0 0 0.86 0 0.02 0 0 0 0.86 0 0 5-8 0 0 2.34 0.12 0.65 0.11 2.34 500 SF NEIGHBORHOOD PARK 4,930 SF SPORT COURT, 5,675 SF PARK 5,110 LF SIDEWALK/TRAIL 2,340 SF GARDENS 0.23 2.01 10,500 18,940 SF 600 LF CLASS B TYPE 2 TRAILS 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY 885 SF PLAYGROUND AREA 500 SF NEIGHBORHOOD PARK 9-11 p 0 7.41 0.50 0.29 0.13 p 2,170 LF CLASS B TYPE 2 TRAILS 0.63 7.41 22,700 0 5,000 SF RECREATIONAL AMENITY 12 0 0 2.64 p 0.03 0.15 0 6,500 SF ACTIVE USE REC. AMENITY 0.15 2.64 6,500 0 TOTAL 1.90 7.07 23.43 1.05 1.11 0.39 2.34 10.31 23.10 58,400 41,930 SF AFFORDABLE HOUSING PARKING REQUIRED AND PROVIDED TOTAL PARKING TOTAL PARKING PARKING SPACE LOTS HOUSING TYPE SPACES SPACES LOCATION 3 SINGLE FAMILY DETACHED 2 2 ON -SITE 4, 5, 8, DUPLEXES 10 + 1 GUEST 12 (10) ON -SITE, 37,38 = 12 (1) ON ROAD 1 9, 10, 11 DUPLEXES W/ FLEXIBLE USE 9 + 1 GUEST 10 (6) GARAGE, STRUCTURE = 10 (4) ON ROAD 1 12 SINGLE FAMILY DETACHED W/ 3 3 (2) GARAGE, FLEXIBLE USE STRUCTURE (1) ON ROAD 1 13 MULTIFAMILY 40 40 (2 ADA VAN) (39) PARKING LOT, (1) ON ROAD 2 14-23 TOWNHOMES 20 + 2 GUEST 22 (20) GARAGE, = 22 (2) ON ROAD 2 25-32 TOWNHOMES 16 + 2 GUEST 18 (16) ON -SITE, = 18 (2) ON ROAD 3 34 SINGLE FAMILY DETACHED 2 2 ON ROAD 2 NOTE: ALL TABLES SHALL BE UPDATED WITH EACH VILLAGE PLAN SUBMISSION. M E O p M U N u� N C Q o > E E Lu w O o cl� Lu L M a _j U 00 w M a > o m (7 W N z� rt) O x of 0 LL 0 Q Lr) _CU N = U � � Q c Lr; rn O N Cu i M d � CO J O w CL O (A z 0 Fm z O d U w 0 z z O > O w U O U W a O w j (u 0 N ui O Q N 0 � DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. uj V J J F� I U) w J Q Lu z Lu w OrLu -j m O w a J LL 0 i Lu o0 O uj p IZ w 0 0 O O C) O D O V JOB NO. 40919 SHEET NO. C0.01 a�i a �O a0� O O EZ QO og c m o E c o m c a o O c: O 3 z N O x T o w Y 0 o QY O .3 0-0) (Dc: >Y U U)x c: O O O U w 2 (DN 0 N o 0 0 E a D� U @ O -0.-0 @ 0 U O c U)_o m U 2 cN MU) U) O U Q o .E L ROADS LEGEND TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE NO. �C> DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT CENTERLINE OF DITCH { BENCH MARK . . CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION le TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER S -CS, EXISTING SANITARY SEWER S-SAN-0- PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL WATER EXISTING WATER LINE g" yy PROPOSED WATER LINE e g" yy PROPOSED VALVE T! g" yy PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) GRADING ACSA GENERAL WATER & SEWER CONDITIONS TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT r / / / I MANAGED SLOPES PRESERVED SLOPES JUNE 27, 2019 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 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 finn 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 b labels and line type. Measurements shall be at each station as a minimum and Y YP at frequent enough intervals to accurately portray the as built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them b g g Y labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations b striking a single line through the design elevation. Measurements g Y g g g g shall be at each station as a minimum, and frequent enough intervals to accurately portray the as built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at ever g P Y g P Y station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. £ 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 GENERAL NOTES 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 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). 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. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. N/A 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 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 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 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 et accepted the Y P P P Y� P Y Y P road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors ass a resolution of acceptance. After the resolution of acceptance is sent to VDOT it is usually about P P P P � Y six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be 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. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I , Prior to any construction within any existing public right-of-way, including connection to any existing road, a pennit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when ill 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. S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111, 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL NERTICAL). 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). 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 T00AM TO 9:00PM. 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) M E 0 0 U N U� N � > E E LU Q �" 3 0 LL o w O o cl� W L M a � U 00 w J - Ln a > o z� rt) 0 O x of LL 0 Q Lr) _CU N = U � � a C: Lr; rn O N i M a� CO J Cne 0 (D 0 0 w w U Q z 0 in 0 CL O (A Z 0 FM 0 w o Q N 0 � DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W (D J J i z U J U) 2:> J_ CL w Q J paw w 0 J m w a 06 LL O U) Lu LLI I- O O z ry Il 0 O O 1 D O U) JOB NO. 40919 SHEET NO. C1.00 -0a 0 �0 a0� O CD �U) z �0 0 �o �U) m� a o � 3 z N 0 a�i �Q �x o w Y0 � o QY 0 3 n � (DC: >Y U U)x= 0 0 O U w 2 0 N o W o Ea L� U @ O �0 �0 .5-0 U O C N O N- m U �_ CN MU) U) O U Q o o _0 U) a) L 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE ACCORDANCE WITH VDOT STANDARDS. OUTLETS FOR UNDERDRA)NS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. $TOP "Reduce spacing 40/o o 6. INVERT ELEVATION AT OUTLET END DOF RAINAGE DITCH OR STRUCTURE. OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE NVERT ELEVATION OF RECEIVING DRAICONCRETE SIDEWALK PAVEMENT SECTION 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO A B C D E F 18 .375 6 6 C 3 7,75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12.5 36 .875 12 12 C 6 15 48 1 1.25 1 16 1 16 C 1 8 20 )E WALL THICKNESS (MIN) - INCHES BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. No Scale )E)f)f TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. 1.5" ASPHALTIC CONCRETE SURFACE `VMT STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE COURSE - SM-9.5A ROAD AND BRIDGE STANDARDS 2" INTERMEDIATE BASE COURSE - IM19.10A SHEET , OF , j REVISION DATE (AT LOWER END OF CUTS) so 3" INTERMEDIATE BASE COURSE - BM25.OA 10804 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 O O O O O O O CD-2 ` LIMITS OF PAY FOR o O o o O O o 8" TYPE 21-B AGGREGATE SUBBASE COURSE OUTLET PIPE PAVEMENTSUBBASE TOP OF CUT GO�aF- COLORS: LEGEND - WHITE (RETROREFLECTIVE) SUBGRADE �+- TOE OF FILL FILL COMBINATION UNDERDRA N W EW-12 > �1 o 0 0 0 o o o BACKGROUND -RED (RETROREFLECTIVE) DITC (TYPICAL) T SHOULDER LINE LINE I i\/\/\/\/\/\/\/\/\/ I EDGE OF PAVEMENT 1 1 COMBINATION UNDERDRAIN CD-2 ON FILLS ( 1 V�90 TRAVEL LANES CENTER LINE SECTION r t �i- - - - - - - -� - - - WITH TYPE iSELECT MATERIAL) I iEDGE OF PAVEMENT COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) MUTCD STOP SIGN DETAIL SHOULDER LINE TRENCH PLACEMENT 12 No Scale � YPICAL>-� �I TOE�FILL.,�DENOTES PAVEMENT SURFACE & BASE HEAVY DUTYASPHALT PAVEMENT ON PLANS 000000SUBBASE OR o o o 0 0 0 0 0 0 o OUTLET PIPE -o-o- o- o- o-oho- o-SELECT MATERIAL TYPE I ORI11 PLAN VIEW SHOWING PLACEMENT OF o-o-o-o-o-o--o-o-oo-o 0 CD-2 UNDERDRAIN Outside Lane Closure Operation on a Four -Lane RoadwayAGGREGATE, #8 AGGREGATE OR CRUSHED • • • • GLA GLASS MEETING #8 GRADATION REQUIREMENTS. C GEOTEXTILE 1_0 NON -PERFORATED OUTLET PIPE (Figure TTC-16.01 DRAINAGE FABRIC OR ROAD D -1- i ROADNWORK G2O-2 (V) F-PAVEMENT SURFACE & BASE __. � ROAD CROSS SECTION ` 1 2 BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) a naHICKORY STREET(25 MPH DESIGN SPEED) 8" TYPE 21 B AGGREGATE BASE COURSE °I �� , . � Y/j COMPACTED SUBGRADE 8' 1.5" SM-9.5A 5' (PARKING) [ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS CG-6 13, Cl/L 11 (BIKE LANE) CG-6 Az z Az Az ( TRAVEL LANE) (TRAVEL LANE) 2.5' _2% 2% 2.5' �HTGDUTY ASPHALT PAVEMENT SECTION Scale 1 COMPACTED SUBGRADE 2" IM-19.OA 5BM-25.OA 6' 5' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK 8" 57 STONE 62' RIGHT OF WAY COMPACTED SUBGRADE AGGREGATE SHALL EXTEND DENOTES GRAVEL ROAD ON PLANS NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) aQ VDOT SSAR DESIGN STANDARDS. GRAVEL ROAD SECTION HICKORY STREET CROSS SECTION No Scale No Scale CD-1 EW-12 TOP OF CUT pAY LIMITS FOR (TYPICAL) CUT OUTLET PIPE TO ADE PAVEMENT BEGIN WITH 45" SUBBASE DITCH LINE ELBOW ��'/ NON -SLIP BROOM FINISH FILL UBGRADE SHOULDER LINE /111/ EDGE OF PAVEMENT / C COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION TRAVEL LANE (WITH TYPE 1 SELECT MATERIAL) 4�- �* a5^ VARIABLE WIDTH' TRENCH PLACEMENT EDGE OF PAVEMENT lG OUTLEMITTSPEORO MAX. CROSS SLOPE 2% SHOULDER LINE \`\ BEGIN WITH 45' F- PAVEMENT SURFACE & BASE DITCH LINE ELBOW 0 0 0 0 0 0 0 0 0 o P OF TOE OF FILL - ° a a 0 0 0 0 0 0 0 0 0 E- SUBBASE p "� � � � a a E o 0 0 0 0 0 0 0 0 0 `� � EW-12 o- o-oj,0 -o-o-o-o-o-o-o-o o �. /�- -o- 0- - o - o - o - o - o - o - o - o - o - F SELECT MATERIAL TYPE I OR)Q (TYPICAL) o-o-o-o-o-o-o-o-o-o-o-o o GO/v.�� o\\ o 0 0 0 0 0 0 0 0 0 0 0 0\ A D #57 AGGREGATE, #8 AGGREGATE OR CRUSHED • • • • GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW / GEOTEXTILE DRAINAGE FABRIC \ \ \\\ I (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR 4" 3,000 PSI AIR -ENTRAINED ;I CONCRETE F- PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 0 F-SUBBASE OR CEMENT STABILIZED SUBBASE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER 0 0 0 0 0 0 0 0 0 0-0-0- 0 0 0 o a o 0 0 0 E_ SELECT MATERIAL TYPE II OR SUBGRADE o -0-0-0 0-0-0-0-0- 0-0-0-0 • ; - 0 - o - o . 0 0 (CEMENT OR LIME STABILIZED) C #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOT DRAINA TALE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE a LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. • _ ° a DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO ° INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND DSHALL BE ESIRABLE) ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MIN. (3 A % NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN R1-1 i y TYPE OF PIPE TYPE OF PIPE CRUSHING STRENGTH * W.T. 4" NOM. DIAMETER )f W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI Xxx 1 1 70 PSI XXX HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE C( 500' } _ o0 0 00 0 • o 0 0 0 - o - o - o o F SELECT MATERIAL TYPE II OR SUBGRADE *WALL THICKNESS (MIN) - INCHES 0 -o- o o o - o - o - o - o - (CEMENT OR LIME STABILIZED) )E)E X TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. o- o•o- o 0 #57 AGGREGATE, #8 AGGREGATE OR CRUSHED NOTES GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. O DRAINAGE 0" FABRIC GENERAL NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. a i 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, O INSURE COMPACTNESS. 4000 PSI IF PRECAST. 80' - 120' APPROACH SLAB PAVEMENT 2• OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND 3. COMBINATION CURB & GUTTER HAVING A RADIUS SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(3% OF 300 FEET OR LESS (ALONG FACE OF CURB) DESIRABLE) GRADE. SHALL BE PAID FOR AS RADIAL COMBINATION SHADOW VEHICLE BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CURB & GUTTER. CD-2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE REQUIRED / CD-2 5' 0" INLETS OR MANHOLES. LAYER, THE BOTTOM OF THE CURB & GUTTER 5'-0" AGGREGATE BASE MATERIAL TYPE 2 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE (TMA REQUIREMENT 0 SIZE No. 21B (6" MIN. DEPTH) WITH OUTLET PIPE ON LOW SIDE ONLY. OF SUBBASE COURSES AND TO THE DEPTH OF SEE NOTE 8) THE PAVEMENT. ILLUMINATED FLASHING 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE 5. ALLOWABLE CRITERIA FOR THE USE OF CG 6 p (AMBER CAUTION MODE) INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. IS BASED ON ROADWAY CLASSIFICATION AND SEE PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO DESIGN SPEED AS SHOWN IN APPENDIX A OF NOTE 7 TYPE B OR C BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 411 _ I 2" R THE ROAD DESIGN MANUAL IN THE SECTION Ijryjl ON GS URBAN STANDARDS. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE 0 STRUCTURE. 0 SPECIFICATION 1v00T p 0 REFERENCE STANDARD COMBINATION UNDERDRAIN , SEE 0 / 232 (AT GRADE SAGS AND BRIDGE APPROACHES) ROAD AND BRIDGE STANDARDS NOTE 5 ILLUMINATED FLASHING 501 REVISION DATE SHEET 1 OF 1 0 701 VIRGINIA DEPARTMENT OF TRANSPORTATION D D D / O AMBER ARROW 1ofi.os D D D D D TYPE C O H E SEE NOTES 3& 6 o D D D o SHOULDER TAPER 3/16" THK. STEEL D D D D D D D D SEE NOTES 0.SEE NOTE 5 STEEL EDGING W/ 12" D D D D D 2 & 3 EDGING D D r STAKES @ 24" O/C - - THE BOTTOM OF THE CURB AND W4 2R 6 2 0 PARAL EGUTTER L1AY BE CONSTRUCTED TO T HEEOF I -N I -N 11I ICI �SUBBASE COURSES PROVIDED A _._- _ _.-III-III III -III -III- _ THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" SEE III III III - III III AT THE OPTION OF THE CONTRACTOR S MAINTAINED. NOTE 2 IFII I II I I �I I I III III I I I� � �I I I I III III i � �I I � �I I I III III III= R4-V7L KEEP -.16iE LANE ENDS W9.2L = III III III -III III III -III III ME L E FT NOTE 2 SEE do 2" COMPACTED STONE DUST PATH TYPE OF PIPE CRUSHING STRENGTH * W T 4" NOM. DIAMETER )(W,T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 1 0.153 SMOOTH WALL PE 1 70 PSI )00< 1 1 70 PSI ** NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. ROAD 3 CROSS SECTION No Scale ROAD CROSS SECTION ROAD 1 (STATION 10+00 - 20+12) t 4 (25 MPH DESIGN SPEED) Ian � ry L M .o CG-6 C/L (PARKING) 1.5" SM09.5A (PARKING) CG-6 10 25 (TRAVEL LANE) (TRAVEL LANE) 25 _2% 2%- . 1 , COMPACTED SUBGRADE 2" IM-19.10A 5' 6' 3" BM-25.OA 6' 5' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK 61' RIGHT OF WAY AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. ROAD 1 CROSS SECTION STATION 10+00 - 20+12 No Scale ROAD CROSS SECTION ROAD 1 (STATION 20+12 - 28+10) �R (25 MPH DESIGN SPEED) n 6' I (PARKING) C/L CG-6 1.5" S0M-9.5A 12' CG-6 2 5' (TRAVEL LANE) (TRAVEL LANE) 2 5 i �- 2% 2%- < , 1 COMPACTED SUBGRADE 2" IM-19.OA 5' 6' 3" BM-25.OA 6' 5' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK 5T RIGHT OF WAY AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. ROAD 1 CROSS SECTION STATION 20+ 12 - 28+ 10 No Scale ROAD CROSS SECTION ROAD 2 (25 MPH DESIGN SPEED) 't M 4.5'C%L 1.5" SMO9.5A (PARKING) CG-6 CG-6 (PARKING) 10 2 5' (TRAVEL LANE) (TRAVEL LANE) �{ 2 5, _2% 2%- I tK4 - K4 el < COMPACTED SUBGRADE 2" IM-19.OA 6' 3" BM-25.OA 6' 5' PLANTING STRIP SIDEWALK (PLANTING STRIP) ( ) SIDEWALK 54' RIGHT OF WAY AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) ROT -RESISTANT NOTE: ROAD CROSS SECTION COMPLIES WITH RIGHT RIGHT LANE LANDSCAPE FABRIC - 4" COMPACTED VDOT #21A STONE BASE VDOT SSAR DESIGN STANDARDS. CLOSED LANE1 ` CLOSED W9-3R TURN UP AT EDGES COMPACTED SUBGRADE - 95% S.P.D. AHEAD AHEAD SPECIFICATION SEE ROAD AND STONE DUST PATH SECTION REFERENCE COMBINATION 6" CURB AND GUTTER v�oT BRIDGE STANDARDS ROAD 2 CROSS SECTION NOTE 2 105 REVISION DATE SHEET 1 OF 1 No Scale 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 No Scale ROAD ROAD WORK - 1' iE WORK W20-1 AHEAD AHEAD MOT PLAN No Scale vp #4. CLINT W. 40 • 5�LET f # Lic. N .54380 At * -1/ 1/ 2020 .5.*ff \ M E O O 1' M (V � Q o > E w ,, E LU U. C) LL o w O o C,� lJL M a UJ U z w ;J - Ln O rn rj a ('D W z H U 3: 0 x cn of� � w oQ Z511:3- Ln � N z z =v ° O W ~ oC w O o � O O W C7 � LLI O tY 0 0 w \ > w o w = Q 1' Q z O DATE 10130119 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE • N.A. • IL • W i V J 1' j I% I z LU U) > J_ LLl J O� Q WLU Q J m w a 06 o 0 Lu LL1 I- C O W U z ry 0 1 O O i D O JOB NO. 40919 SHEET NO. C1.01 L- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' M I N V (270°) 2' TO 10' \�60 7 CU. FT. 18" VALVE BO GRAVE, 2500 P.S.I. CONCRET BASE AND THRUST ° °° BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PI3/4" WHEN THE SOIL IS DISTURBED OR WH THREADED RODS TO MAIN A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES - TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) HANDICAP SIGN LOCATION (TYP.) EOP'7 PAINTED 2% MAX. 18 PER y �4„ VDOT SPEC. 8' 5' 8' 8' 8' TYPICAL VAN F ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS C?AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o I u WATER 2500 P.S.I. CONCRETE THRUST BLOCK a "FACE OF CURB PAINTED STRIPE 9 (TYPICAL) REGULAR SPACE ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID I M.J. GATE VALVE LINE 2'x 2' BEARING AREA NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP No Scale FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA J 2'-0" RUBBER COATED STEEL STEPS 1'-0" MAX o CAST IN PLACE Oel i -PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN 4 THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR if 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5 ° MINIMUM ELEVATION DIFFERENCE Z� 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET ° a A FILLETED INVERT FOR A SMOOTH ' TRANSITION OF FLOW BETWEEN I . . . C> INLET & OULET PIPE SHALL BE t PROVIDED. a D" 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION N TS FIG. S-I-C WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 w EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTINGASPHALTLAYERS - PROPOSED ASPHALT LAYERS 11 EXISTING SUBBASE PROPOSED SUBBASE _ - _ - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1�/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAJGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. `V E= ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. ° SET DOGHOUSE BASE a EXISTING SANITARY (4) 1" (25mm) DIA HOLES 1 1 /2" ON 32 3/4" (834mm) DIA 27 1/2" DIA [38mm] BOLT CIRCLE. [699mm] O O 26 1/4" DIA [178mm] [667mm] ~I DIA f [60606mm] 28 7/16" DIA I 5/8" f` [722mm] �l [16mm] 36" DIA 26" O O [914mm] [660mm] 1 1 /2" FRAME SECTION 13/16" [38mm] [20mm] 2" (51 mm) LETTERS (RECESSED FLUSH) 1" I [25mm] ,A�\\ 1 /2" SP\v 'q 13mm] 0 22 13/16 2 1 /8" 3" [97m][579mm] [54mm] 0 25" 0 11/16" [35 m6 m] 9/16" O.D. OFGKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1 /16 X 5/8 X 1 1 /2 2 CORED .1800" RUBBER PART# 00981045 S W () 1 1 5/8" (2) BLT HEX 5/8-11 X3 1 /2 SS PICKBARS [5mm]2400" J [41 mm] PART# 00981250 1 1/8" (29mm) DIA BOSS [6mm] [1WS 13mm] .63 DIA. STAINLESS STEEL ROD PART# 00981318 8 ID 1.50 OD SS PLAN VIEWziz PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. A��(2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (SHORT)5 PARTT#K001 3585 R A A w IL Lr\L r rPY A R Ar A e%e%% 1rP9 LOCK LUG ASSEMBLY FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA ON CONCRETE BLOCKS SEWER PIPE SLOPED AREA DOGHOUSE OPENING SHALL °, °'a .° . ;. MIN. 12" CLEARANCE 2'-0" RUBBER COATED STEEL STEPS BE PREFORMED BY ° BETWEEN EXISTING PIPE - 1 0 MAX o CAST IN PLACE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER °" .°'.e �� PRECAST REINFORCED CONCRETE "0" PLUS 6". ° SECTIONS WITH RING SEALS e OR APPROVED EQUAL u 12" THICK VDOT No. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" 3'-0" MIN SOLID CONCRETE BLOCKS t THE DROP CONNECTION SHALL BE CENTER W/RISER DOGHOUSE MANHOLE BASE �. ELAYERSSAND WALL (4 EACH) 5"50) BACKIFILLEDO NP6 COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING FILL DOGHOUSE OPENING 16" MAX STONE. MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN / WITH 3,000 PSI CONCRETE 5' o ON FIGURE S-1-A OR NON -SHRINKING GROUT Q MINIMUM ELEVATION DIFFERENCE ALLOW CONCREI TO FLOW A MIN. 1'-0' BEYOND E OF STRUCTURE WRAP EXISTING PIPE WITH NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"-1" METERS) N TS FIG. W-7 12 MIN 12 MIN ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET I>' a A FILLETED INVERT FOR A SMOOTH 0 - ° TRANSITION OF FLOW BETWEEN e. INLET & OULET PIPE SHALL BE A Y PROVIDED. 12" > In, D'. .oe > p Q ..D. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION AIR RELEASE VALVE BRASS OR BRONZE PIPE DRAIN TO GRADE IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS N TS FIG. S-I-C -TYPE "K" SOFT COPPER ORPORATION STOP (SHED GRADE E GATE ED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) N TS FIG. W-9 N.T.S FIG S-I-E FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX 2' -0" Q ° RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS a 16 MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 51 FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ° VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING - SEWER. dA. 4T 12„ A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE-: W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A EMB SPRIT C NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH N TS FIG. S-3 •'a`'�} ''01j "� p;, ■.0� Hof a w CLINT W. SKjffEV AD Li. N.543� Bb 4/1/2020 re#�f###*#c an ti M E O U N N = > E ai E w I- W > 3: U a) 3: aWo� 0 U.2 n wO (v ,H a_jU0 z a J - L' I w N 0 O (D W rj a- H 5x U O � w w O 0 Q :3 I U)_ z Z W =U' n ~ > N uj U M a- o w Z %JD I- U Lfi a C) O W 2 ti O W O cj� 2 F_ L O w N O w U Q z O U) > O DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE N.A. (W V j I--1 z W Q U) W J OQ w Lu j Co Q w Q 06 LL 0 u) W uj uj 0 0 LLJ U z ce O O O V JOB NO. 40919 SHEET NO. C1.02 6 0 3 U c > 0 U) M L a� 0 :z fn 0 a) D (D CU s CU m sz 00 0 3 c -0 a. 30 -0 Of O CL T z °) 0 22 0 >,� E o 15 c ro C N o_ o 0,_.7 07 3 zN 02 2 a g x H N w N 0 L m o o_ 0 .3 a Y �N X 1= a).0 a) U w E N m 0 0 0 0 `o E 0_ U � m m � 0 C N O U 2 C: M(0 U) 0 C:U 0 )a U a)E L- c C LL C `1 >. _ 2 a 0 0 N O N I` lzt O O a �/ / \ \\ / \ \ LEGEND �'�1�TWr LEGEND / \ \ '1111� + �► p mr Ink a of \ / \ \ REMOVE EXISTING VEGETATION i 0 .+ STEEP SLOPES - MANAGED / / \ ® �, \ / \ / •-P CLINT W. ;: 1 \ / / \ \ / / \ \ I( //j/ MILL & OVERLAY ASPHALT #�/7 S FFLE T � 10 STEEP SLOPES -PRESERVED l _ _ - / j I--, \ \ \ I 4� ILi-c, N , 5,,4390 Ano \ - - ----- �p4$ \ \ - - _ � � \ \\ I I SAWCUTASPHALT f0 �/I/2020 �� SCALE 1"=100' I I 'ems' 6 .` EXISTING INTERMED/ATE CONTOUR - / - - 32, - _ - - ' \ \ \ \ I I % `'O p�,L VI*v ' EXISTING INDEX CONTOUR - — — — �O 0 160, 260' \ \ \ I EXISTING EDGE OF PAVEMENT _ — EX. EP— — _ - /�/j^\� \ \ \ \ I _ //\\lk \ \ I / \ M _ EX. 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OH C � � ,/, l / — .` � ��- O / � l / ^`\ \ \ '/ / / ' / ' / , ' -_ - - - 11 _ 11 I 1/ /l/ / / / / / 11 / / I / / t O _ _ / / / JJI _i'//%� - � -'' - - - 6 - _ _ \ �/ I ,IIII I / J / / / \ _ � - _ - - - _ _ / J I 11 / / / I / / � / , / / / - Uj l� - / / I / / �^ / / � - _ _ , , ,E'ASEMENT / / // / _ _ - _ - 1 I I / ' / I /I �.4 - - - _ -o' ' 1 / / / - /J III I / + / I / I / / / / ; i / ;- - _ - i �- - _ / / J / 1 I I I 1 1 1 / / / / / / / / / / 'r / / / / /, / / / / / / / / / / J \ - - _ / j�rii / / / - f BLOCK _ \ / 1 I I I I I ( ,, \\ \ram p _;;' ;i�._-_ i_ ( / / + \ �l I °/ /i ///- // 1 / \ s\ - ��- _-_ _ - / II 1 I I I I BLOCK 11 I I / I l / �\ / I / ///' // _ _ __ / / / I I �� -.� \ � I \11 \ \\ \\\ \\bC \\ \ -� - / // --- ,' / '�'/ I / / / a \ \ l I I I 1 I 1 , �, i\ /� \ \ \ / //// / 1 _ SS // // �: \ - I Il \ /// l J _)\�� /--- \`--� \'\ \\ \ \\ \ \\\\ \ \ \ 1 I I \ \\ \BLOCK 12.___ ;/� Q// / /' / /�////� -/ \�\ \\ \ \ \\�\�\ / 1f _ - \ \ \ ,- I 11 � \ \\ \\ \\ \\ gyp\ \ \ ' J l l 1 I �� /�i` / /i / \/ / / / / _ / I ' I ( - �_\� �� \_ _ / \ \\\. — _ _ — I 1 \ — — — _ — — — — 1 ` j,/ // / ' \ \ \ / /I / I / I I �� /\\\ \ \ \ / _mil/I / / �� =�-_ _ � - - / /i / /, //// - \ I I I -� _ > /,\\\ \ , 1 I \ - \ \ I \ \\ , \ \ \ \\\\ \� —1l /� // I f ===r-- — _ SEE SHEETS C4.03 AND C4.07�`/ /i ; r'/,/ — I j _ — =_ I 1 1 _ _ �!r// , / \ I , // ////�� \ \\ \\\\��\\\\ \� \ \\\\ °\� _\\ I I / 11 l /I I1I I \ - _ _ / / /! / I J / / / ,J� / / / _ / \ \\ �\ _ \ \`� \ \ -- \ 11 l I II ' 1 1 1 I 1 I \ \ _ _ ,��\1 // ///// J/l!l//, l,!/ JJ I I I/ / ( %/o / /, / i �/ / r r - - - _ l c-= _ - - - I I \ \ \ \ \ � 1 1 1 1 / I / / ( \ _ - - - - , _ _ ` _ J+ / I ��ri/ ` - � \\ ,\\�l II 1 \ \��- \\1 Ill 11 11 I I / // l l l 11 / /� / / / / / /i / / / - _ 1 / 1 \ \ \ - / - /r _ -- \ \\ \\I 1 \ \ _�\ \✓II/J(� 1 /l I I 1 - - ,// /-r/// //l llI l/0 - l /// //C/ / //�/ /- - . \ l --_ _-/`---'' / \ \ - % -� / -///i/ _-/� �\ 0-_ \ I 11 'X/ // /// 11 //� / I l 9 / / ,, ,� / / \\ \ \\\ \ \\\ \ - \\ \-_ \_ - �% ��. - _ \\ \ \ \\ \ ), III I 1 N I� I /// ,///// /, / / /// /,// _ jY \ — — �/ / / ____ — ��\\\� \ �\ %/(( \^ I I III II I II \ \ — //. /, �/ i/////„// /,/,////�� / / / /' //,/ LOCK 10 — , 11 I - \\ \\\� _ , _\ _ -d / \\11 11 IIII 1 1 I l \ \ / r ///r // / / / / / - _ _ _ - /// - _ - - -_ - ' %'''- _ —�- -- - \ \\\\\\\�� /.\ t \ �// / \ \ \ I l 1 I I \\ \ UI \ \ \ - - - / / , // / / /j/ �/� / / / l� o I /// / // / / / / / - - - - _ \ \ _ - , -// _ - - - -p — — - - - - - - - - - - _ - / ll� < < - - - \ \\� �,\,\<, \ \ \ \ \\ \ \\ /�\� \ ---_ / / // // /�// // / / / / / ' / -- / \ J- - C --- "r /I .--�z�rZ \\V \� \\ \� \\ \ /( 1� \ \ 1 \ \\\ \\ \ \ \ \ \/ ` \ / / / //// / // r�, // // V/ // / / / I / / // / - \ \ \ \ \� / / - I S� I � _ - _ ' \ \ \ \ \ \ \ '/ / // / // ,/��/ , /// / //� / I, / / / + % / / / ° I / / I 1 I I / / / / / / s- rQ - - - - ' \\ II `\�lf/ f \ \ \\\\ \ \ \\\ \\ \\ \ \ \ \ \ - - r / /// / / /l / / 1 I I I r ! 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CONTRACTOR TO COODRINATE o pHP� WITH UTILITY PROVIDERS ACCORDINGLY. Hr- yT� / _ - - - -_ - -- - - - -- - - -- --± 375' TO--- - - - - - - - ~-AMBROSE COMMONS DR. VDOT -- - STD. WP-2 +50----I---- 1313+00 STUB OUT WATER LINE FOR FUTURE SPEED LIMIT SIGN DEVELOPMENT ---- . 1 I . 20' PUBLIC DRAINAGE EASEMENT,TYP. PROPOSED TREE LINE 8" CLASS 52 DIP WATER LINE 20' PUBLIC DRAINAGE EASEMENT,TYP. ROAD NAME SIGN 10, -------------- 50 11+_On 55' P BLIC R/W�p 5�_ s X" R267' X8„ W 2+50 TEE GV R233' STOP SIGN _ PROPOSED TREE LINE i REFER TO SHEET C3.03 ROAD 1 CONSTRUCTIO1 PHASING. I I I I �( ► STUB OUT WATER LINE FOR GRADING FUTURE PHASES ' EASEMENT I I I I I \� I / / I / I I— OHP— — - - — OHP — I / � OHPI P -- _ ARV N -_ I OHP 0 oHT� / �5' 6' 6' IPLANTING ,c-/B��NG D/STAB °HP_. OHT__ _ NP/ /0 1 5' STRIP OPTIC LAVE E —__ ONPI / O I — '13' 8' o / co' v -I r� 0 /ry / / / t� / / Lo / /L /[5'BIKE LANE FHA WITH GATE VALVE 19 STUB OUT WATER LINE FOR FUTURE 8"X8" DEVELOPMENT CROSS — - I ---------- S CONCRETE SIDEWALK I PROPOSED TREE LINE r — I I � I C --� r L—J RESIDUE #2 114731 SF 1 / r J L----G // / �i I / I I P. / I I r � C LEGEND: D-' CONCRETE SIDEWALK L7 HEAVY DUTY ASPHALT C] LIGHT DUTY ASPHALT GRAVEL W W W N BIORETENTION PLANTING STONE DUST BOARDWALK (BY OTHERS) MILL & OVERLAY ASPHALT pow GLINT W. S FfLET } i.ac, N#38b + .f 04/1/2020 iw , * M E O p M U N L� N C > E E Lu +� Q LL o LL o w O o Cl� u LL r)� z j Lu O C) C7 lL d H z � � � �O�X U cn of� L Lu o Q � x c:CU z z 2 U > -,D 0 W o c W M cl� U a-Q- z ko OO � O O W (D Lu O ck� H 0 0 w > w o LH N Q U 0 Q z O af O la O DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=30' h� ui V Q J J F� I z z Q W �< C/) � Lu J Lu 0 <- J w ,J m � Lu < D O LL 06 Lu r Q0 W o 0 re Q 0 0 0 D 0 U) JOB NO. 40919 SHEET NO. C4.01 �a �o a0� 0(D �U) z O og m o mcm a O � 3 z N O x Q) ow Y 0 �r- QY 2 '3 Q0) (Dc: >Y U O X a)o O U w 2 (DN O w o W O E a D� U Co O �0 m-0 U O c cno U. m U �_ cN MU) U) O O U Q o U)a) L LEGEND: PCONCRETE SIDEWALK HEAVY DUTY ASPHALT LlLIGHT DUTY ASPHALT km GRAVEL BIORETENTION PLANTING STONE DUST BOARDWALK (BY OTHERS) MILL & OVERLAY ASPHALT I N� SCALE 1 "=30' 0 30' 60' O — _ ± 375' -- — — - — r—AMBF _ ' — — — — — — — — I— — — _ — —OHT — OH= — — — pH �HEL -- — OHP— OHP— — — — pyp TELE. & TV LINES / —y— — — OHP—— %ELVAULT E. -A-' — — — — OHP— HP HP _OH — OHP-- — — — OHP MANAGED — — OHP— — — — — OHP— — — CRITICAL — OHP— OHP— SLOPES O.H. ELECTRIC OHP� —,'#0 (TYPICAL) TELE. & TV LINES O.H. ELECTRIC #0 40 TELE. & TV LINES ♦� OVERHEAD POWER AND TELEPHONE LINES TO BE RELOCATED VERTICALLY TO MEET ♦� VDOT MINIMUM CLEARANCES FROM FINAL GRADE. CONTRACTOR TO COODRINATE WITH UTILITY PROVIDERS ACCORDINGLY. FHA WITH GATE VALVE W 5`�'BEND r K - L �. 18+00 R27� 13 s ,X-�................W RESIDUE #1 941756 SF 14 W � SqN pp 16+50 16+ po 15 S GRAD �- ING o W 15+ �\ PROPOSED EASEMENT TREE LINE 20' PUBLIC DRAINAGE EASEMENT, TYP. \ I PROPOSED TREE LINE BLOCK 11 20' PUBLIC DRAINAGE EASEMENT, TYP. - 6' SAN - SAN 50----I-----I-----I----�-----I---- - 36 - W 15+00 W 14+50 W +00 CG-6 SAN SAN s 16 -f----i-----I----�-----I---�2+51 W 13+50 W 13+00 W� R233' ARV a w R233 I I \ GRADING 6' PLANTING \ _ EASEMENT STRIP I , I UGT-�— — — — — —UGP- - — — — \ f _ UGT � �——�= UGT ___ —� a STUB OUT WATER 20' PUBLIC DRAINAGE LINE FOR FUTURE SPEED LIMIT SIGN EASEMENT, TYP. - DEVELOPMENT ROAD NAME SIGN —�gpN �- 150 55' P BLIC R/W10 X R267' 12k0 TEE G f ' REFER TO SHEET C3.03 ROAD 1 `ICONSTRUCT4af PHASIX �7) 0 I _L — — — —UGP — —UGP — — —UGP — — UGT --- UCT---------UGT PROPOSED TREE LINE STOP SIGN STUB OUT WATERLINE FOR GRADING FUTURE PHASES EASEMENT y UGT-- --- — -- — UGT- - — —UGP — — GLINT W. S ffLET+ � s -1/ 112020 * Xk- *0#f#0014}4 M E O O M U N u� N c: Q O > E E w Lu < U. 0 LL o C,� lJJ L M a � U o� z w H — u, 0 rn rj ('D Lu a z � � � �O�X U cn of� � Lu 0 Q Z5 v Ln c N z z 2 U > uul 0 W o c W Q) M U Z � Lu C) � O 0 W (D (u 0 ck� 0 0 w > w rN o w H N = Q U 0 Q z 0 0 DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=30' W (D uJ Ii 7 z Q Lu C/) � J W 0 <� J w ,J m � L.uLL D O W Lu Q0 W o 0 >_ 0 0 0 C� JOB NO. 40919 SHEET NO. C4.02 w Z) DO a0� O (D �U) z �O og c m o �U) mcm a O � 3 z N O 2Q x o w Y0 O QY O 3 n � a> c > Y N x c: O U �2 O O Wo Ea _ D U co O �0 U O c N O c m U 2 'O cN MU) U) O U Q o U _- L CD U 0 a) N C� 0 N a O �I a O 0 L 0 O CD O V A O / 4666640#00 ' FHA WITH ��.r�i ��,�� o / / / GATE VALVE 1'� r� o / / RESIDUE #1 ° / 1. 941756 SF - .1* 44, o / / -1/ 112020 o / / 20' PUBLIC DRAINAGE r� ° EASEMENT, TYP. 0 18+50W W 17+5o M E / o a� / / 8' �� R277' M o ' �9 `W > E cu Lu i o WPO BUFFER / �' 08' Q 0 ' U. 0 i ° / 12 SP�� L W v ° 22.5° BEND GRADING a - z - / / / '� �_ �\ EASEMENT a (A o N' o PROPOSED ° CL \ `� a ' Lu o / ARV TREE LINE z CL) cli / o / / x 20' PUBLIC DRAINAGE p x¢ Ln ' ° / / '�O EASEMENT, TYP. \ u- o o FUTURE TRAIL o a ' ° / / / CONNECTIONS �s 2. - BEND _ ` \ `" \ = V Q L O W o alp / PROPOSED j o L o / o/ / TREE LINE / \ \ \I N rN w O o O a� °° / / IL PROPOSED '/1.�x4J 11 \ \ ° ' BOUNDARY / \ \ ' o I ' /o / LINE (TYP.) ° �� °° I O/ ° i / 5 SIDE d� `\ \ \ \ j a - a� ° / CLASS B TYPE 2 SETBACK ,/ �� / \ \ o J ° ' ° / PEDESTRIAN TRAIL / //� �x0O \ \ \ (D J o / / / / 10' PUBLIC ACCEw SS / /0'� / / /\ \\ \ \ Q ol o EASEMENT \ ' o ' CN o 1/ v v\ ° / 5'FRONT o SREAR / °\ \\ � =� Q vo °o SETBACxz<� SETBACK Q °o o °°° C1. p DATE PEDESTRIAN LOT1 > °of 12523 SF 5 \ 10130119CONNECTION V/6 AREA x o °o x 0 GRADING DRAWN BY °° / EASEMENT C. GAYNER °o ° 28SPEED/ °o O'TRAIL R597 j DESIGNED B Y 001 °° o BUFFER (4) PARALLEL PARKING LIMIT SIGN FHA WITH �'' ��k �� aHP� C. SHIFFLETT SPACES FOR LOTS 9, 5' GATE VALVE 10, 11, AND 12 10000 OHP� ° ° / xh 5/8 METER — O✓ / `L0' (TYP.) I \ \ \ • CHECKED BY oo � p C. SHIFFLETT - — OHI�� / o � / / / 20' PUBLIC 5' SIDE � °° �,� ° _ `, � � \ • o / ' PROPOSED I \ \ \ \ v • SCALE DRAINAGE SETBACK \ �'T - TREE LINE \ \ \ 1 30 EASEMENT, / 5 I � � � • O \ 4000 - i O / TYP. ° 5' REAR TIMBER STEPS 6 - `LOx \ PUBLIC ACCESS EASEMENT/ J - - - - o / SETBACK (TYP.) 5 G 2 I "� LANDSCAPE EASEMENT I I • o , LOT 2 �10 10' PRIVATE o � 8051 SF 8"X8" ��, 5, f 20 ~i DRAINAGE I � II I � • ° TEE ° 3' SIDE ,d5 EASEMENT c c) C o SETBACK S FRONT ° / SETBACK V / LOT12 \ I -�4 5' FRONT I 6' I 5275 SF _-- ---- o / LOT3 5'SIDE I F v - - - - ° / 2564 SF SETBACK - - - - - o / / SETBACK o R25' I 0 / k00 o CG-12 0 0 G P j .�r ° \ LOT 4 2 / LOT 11 ` J °° g 40' 1639 SF GG-6� G-12 `� LOT 10 \` G-12 LOT 8 LOT 9 3673 SF 4190 SF PROPOSED ° / LOT 5 4�k50 (TYP 3506 SF 3162 SF I 20 / GRAVEL / GRADING TREE LINE 1647 SF 2 I I I / ` EMERGENCY EASEMENT PRESERVED o ° 20, � ,/ 28' 4 ` vo0 S ON I 3' SIDE I / ACCESS - I- -�- U OQrT ^ / OGI CRITICAL SLOPESO GT - -- i (TYPICAL) o o // y 3 SIDE \ �kp , 5' FRONT SETBACKI 20' 14'� I - -_ o / SETBACK �26 o A X ° ° / �' S, 7, SETBACK _ - U�r_ - - -- --- -- UGT— --X 5' FRONT / CG 9 G \ 10' PRIV E I FLEXIBLE USE z 6' 2 0 OPTIONAL STREAM BUFFERo ° % SETBACK 4.5 6' DRAINAG c R403' (TYP CG-12 41 5' 22' I I STRUCTURE y I Q / SPEED ,0 EASEME T ® (TYP.) I J s oorla 4' �' 25' 20' I (3) REMOV BL Q 0- / LIMIT SIGN SIGHT 29' o I BOLLARDS WIT ( U) �� 8 DISTANCEJ R'1 / KNOX BOX I o / /� EASEMENT o E I c / / �\ CL -i 2) PARALLEL PARKING ARV / j / W SPACES FOR LOTS 4 AND 5 (j�O 5' FRONT 6 T R15` - - -�/ / 4 �� O SETBACK PLANTING � � I �x 3'SIDE STRIP .5 I / I I I m J LOT 6 /`1' 14873 SF GG / SETBACK R218' 4 cn 3' SIDE PUBLIC I I I '� J 01x, > � ° ACCESS PROPOSED i Lu ® 5' FRONT �G 6" CURB ° S.ETBA K cLL ' W W EASEMENT I TREE LINE / O SETBACK O a° I �� / O45 Q (8) 6' RISERS WITH .� 8 �i i 10' PRIVATE ui HANDRAIL6'PLANTING ' 0 DRAINAG xx x� 5 ^ n STRIP /� S REAR EASE T/ (6) 6" RISERS WITH .I I c SETBACK S SIDE +� HANDRAIL 18'��20'��18' - = - U O o 5' / ,/ 7 SETBACK � LOT7 / 10 —w---.---w-----w-----w---- CONCRETE ;/ - I S FRONT O / I Il Q \ SIDEWALK 13145 SF / 5 n SETBACK 10, J a CG-12 PLAYGROUND. REFER / LOT 14 c� J 107.66' ®(TYP.) (TYP.) �O / TO LANDSCAPE PLANS 1825 SF Q, 8" CLASS 52 DIP FOR DETAILS. 28' WATER LINE / �� / , z CONDO #1 5' REAR � R397 Gr° � °� / � � /) �� LOT 15 5 CD SETBACK c \ � G FHA WITH / 1606 SF cl; � 5' FRONT STAIRS. I , - ,R 6' GATE VALVE i =� / REFER 3'SIDE ,i� �� 28' / K TO ARCH. PLANS / >�J SETBACK / ° , , FOR DETAILS ® � �� / LOT 16 (5) 6" RISERS WITH FORT UTUB OURE R25' __ / 5' REAR 5' 22 1606 SF HANDRAIL o aCZ o W y / SETBACK PHASES' W 20 8"X8" � 5 s 50 ` CGW ?2 W W 'ACCESS 40.3 �GV W . TYP') EASEMENT LOT 17 RAMP WITH-~ q J k 023 6 y W j OPEN SPACE 1606 SF S o - N HANDRAIL S « W W W W 3+ PLANTING 3874 SF 40' TEE 2 �- W W W y ' 5 a D � 6' CONDO #3 4 y - / 2336 SF ��_. •URES SIDEWALK REFER TO 00 SPORT COURT. LANDSCAPE REFER TO 1.5" METER PLANS SCALE 1"=30' JOB NO. LANDSCAPE PLAN /-5' FOR 40919 FOR DETAILS.,®III � ��IIIIi 11111 Hill ■■. , RETAINING WALL. r1l i SHEET NO. REFER TO LANDSCAPE 50823 SF KEY PLAN i VIE III PL,411 F`02 DFT,4,ILq -0a o =) �O a0� O (D �U) z �O og c m o �U) mN a o � 3 z N O �Q X ° o w Y � � o QY o '3 Qim (Dc: >Y �N X (o O U w i �N O O w o O O E a 7 co U @ O -0 � .20 �0 m 0 U O c Mo c. MU -O C N @ U) N O U Q O U) a) L 1 0 ° LOT 4 - 9 LOT 10 LOT 11 600440 / \ -6 G-12 3673 SF 4190 SF raftily .TH 6�oo o / 40' 1639 SF Nl � G-12 LOT 8 LOT 9 PROPOSED ° LOT 5 4' (TYP 3506 SF 3162 SF I 20' ° * 4 TREE LINE / / 1647 SF /2�k5� �� I vs v f� R25' I PRESERVED ° 20, ,/ 28' 4' STOP 3' SIDE \ � CLINT W. CRITICAL SLOPES° SIGN • (TYPICAL) o ° 3' SIDE \ �k0 , SETBACK 20' 14'%L ° 0 / / SETBACK �25 _ `p 5' FRONT ; wo �� . N`" o / 5' 7' SETBACK t*J+ �vw o / 5' FRONT - G- 6' \ 2 *�/ 2020 �4V v 0 / ( G 5' I DRA NIAG E I ® ■ ` ) r STREAM BUFFERo / TYP 4 5 6 � � 5' b -ft SCALE 1' -30 / / SETBACK CG-9 s''#�[* ti� R403' CG-12 41 22' EASEME T I ® + 0 30' 60' / SPEED , � �� s � 4' `� ` 25' 20' LIMIT SIGN / � ° / SIGHT 29' ° ° /� � ' 8 DISTANCE R`1 I l r, E KEY PLAN o//� / EASEMENT 1 a I— o o / 2 PARALLEL PARKING ARV BIORETENTION 1 0// / W\ O 5' FRONT 6 T` — — _�/ N SPACES FOR LOTS 4 AND 5 SETBACK 4' PLANTING I� R15' _ j Cc 3' SIDE STRIP 5 / I LOT 6/�� 4 / SETBACK — _ w/W W W W 14873 SF GG / R218' 3 SIDE PUBLIC W CLASS B TYPE 1 PRIMITIVE TRAIL. /n ACCESS APPROX. LOCATION OF MULCH TRAIL. %/ / W W ®W 5' FRONT �G 6" CURB SeETl3A X I Q , �j / W W� W W W SETBACK O� EASEMENT o U. ROUTE TO BE FIELD LOCATED TO / /. .� W J / Lu O fa / ACHIEVE RECOMMENDED SLOPES / / `le / (8) 6" RISERS WITH .� 8' Q w U M /.' W :W W W W W / /c,� 10' PRIVATE HANDRAIL 0- J U O W W AND TO AVOID EXISTING TREES W o �/ /ice W ,,✓W W W WWWW W 6' PLANTING ' 0 5 � DRAINAG � 8' � W W W W W W W x`° 6 6" RISERS WITH / LARGER THAN 8" CALIPER / j /W W W W W W W W STRIP /� 5' REAR EASE/ ( ) / / WYWWWWWWWWWWWW SETBACK SSIDE +� 18--I�20'--18' z� �m U W W I HANDRAIL W x 5' / 7 LOT 7 / SETBACK 10 a w o / W W W W W CONCRETE — I 5' FRONT O o 0 0 ° % ��` W�W W 1. W W'` �� \ / Ni SETBACK W(Tlyop, OSIDEWALK 13145 SFnFUTURE TRAIL o / W �� CG-12 LOT14 U .) Q L? 0 W W % PLAYGROUND. REFER — n v� CONNECTIONS ° 0 / / W� W W W W TYP. / 1825 SF < 107.66' o m — O / W W W � ( ) X�O TO LANDSCAPE PLANS O' `" w 8" CLASS 52 DIP FOR DETAILS. 10' PUBLIC ACCESS o ° �y � W �,Vx a EASEMENT WWWW 28' WATER LINE / �( ) z Z� CONDO #1 - 5' REAR o W ✓ % \ R397 OO�o ° Lu FHA WITH / �� LOT 15 5 ' o SETBACK W W W \ j 1606 SF O 0 0 ° ' `W \ / , R 6' GATE VALVE _ �� 28' 5' FRONT ' STAIRS. REFER U S SIDE / � � K :. ° ° ° � TO ARCH. PLANS W 1 �p,IN 0 ° ° X�O \ SETBACK X , FOR DETAILS p0�0 0 ° STORMWATER FACILITY STUB OUT L� / LOT 16 (5) 6" RISERS WITH p OW FL 0 5' 22' 1606 SF I HANDRAIL e YFt• 0 0 / ACCESS & 20' PUBLIC FOR FUTURE o R25' // 5' REAR 100 0 0 / DRAINAGE EASEMENT PHASES oo / W W W W a 5' SETBACK g 50' �— o STORMWATER W CG- 1`2 W� / 20' ACCESS 40.3 w o ° FL FACILITY EASEMENT �W WTYR) W W W �/ LOT 17 o FE GV W S W W W EASEMENT RAMP WITH o 0 ° 23 6 \ W OPEN SPACE 1606 SF S o — N HANDRAIL 40.38' > w ° ° / 8 X8 LaxP W WWWW W W ' 36874 SF 40' � t� �+ 6' PLANTING '�11 ui N 0 0° TEE S W W W-+ W 4W W y 5 REAR LOT 18 z I I STRIP CONDO #3 (2) SHADE = Q SETBACK 5 a 10.45' 3' SIDE 2336 SF I 5' CONCRETE STRUCTURES. Q er a o SETBAC SIDEWALK t REFER TO o ROAD `r _ SPORT COURT. 6 ' STUB OUT '° LANDSCAPE cn DATE 1 5" METER s 5 ME SIGNCG-12 24' N� SIDE° LANDSCAPE PLAN 5' ,REFER TO 2"X1" CROSS PLANS FOR 10/30/19 (TYP.) \ �2 SETBACK V �� FOR DETAILS. �� 5 DETAILS. o BOARDWALK REFER / 4:2' DRAWN BY I o ' 0 I ° o I O o ��I ° o 1 'co O O I o J ` o �A 0 0 \ I \ O I , o I I a O \ ' O °o O Oo SPN TO LANDSCAPE \ RETAINING WALL. 29' PLANS FOR DETAILS. 5' FRONT LOT 24 REFER TO LANDSCAPE 3' SIDE SETBACK ' CD LOT 13 C. GAYNER SETBACK 3120 SF/ PLAN FOR DETAILS. LOT 19 , c i I I 50823 SF \(TYP.) 2336 SF X1CROSS 42 I 2"" DESIGNED BY FHA WITH SP�1 STORMWATER \oo 5'REAR' GATE VALVE 2" DIP C. SHIFFLETT FACILITY EASEMENT LOT 25 \ X SETBACK RAMP WITH • 6' PLANTING 6; 5 1560 SF 20' PUBLIC LOT 20 s T 6' I HANDRAIL CONDO #4 • CHECKED BY STRIP (TYP.) / DRAINAGE 1606 SF _ SAN • SPEED 5 LOT 26 EASEMENT 8"X2" TEE , C. SHIFFLETT SPN LIMIT SIGN e (2) PARALLEL �'% 1357 SF s o 8 6" RISERS WITH • SCALE \` 5 LOT 21 t �, ()5' 4' 1 "=30' PARKING SPACES 1606 SF + HANDRAIL 5FOR LOTS 25-32 kX LOT 275/8" METER (TYP.) (6) 6" RISERS WITH / SPN 5/8" METER 1357 SF HANDRAIL STAIRS. REFER c (TYP.) 5'FRONT , 5'' TO ARCH. PLANS 'b • • RESIDUE #1 \ LOT 28 LOT 22 S FRONT FOR DETAILS / 941756 SF STUB OUT FOR \ 31 1697 SF 1606 SF SETBACK 18' 20' 18' FUTURE PHASES �~ ~I� / w s �j LOT 29 LOT 23 � CONDO #2 (5) PARALLEL � _ \ ��x 1695 SF 1825 SF oo PARKING (D R25' 0 S FRONT �+ ° SPACES FOR 5'REAR 8"X8" TEE SETBACK — — — — D LOTS 13-23, SETBACK I L R25' LOT 30 3' SIDE z I AND 34 10 c J 8' 1358 SF SETBACK 5° 10, O j \ a GV 20 RISERS WITH HANDRAIL. SEE (6) 6" RISERS WITH 11 (TYP.) F� a LOT 31 HANDRAIL O \ LANDSCAPE PLAN I PROPOSED > SPEED LIMIT SIGN I i 1355 SF FOR DETAILS. TYP. BOUNDARY (3) RISERS WITH _ i CD HANDRAI LINE (TYP.) LOT 32 43 �+ , , n 20' PUBLIC DRAINAGE00 i - S SIDE 1511 SF 0' - 5' ° EASEMENT, TYP. R 1 i SETBACK c 40 I ARV 5 CG-9 / I —LOT 34 c \ A J (TYP.) 3' SIDE\ 5' 5 155 3SSIDE 8 I / U J Q 0- ° \ 5'OyXp / SETBACK U , TBAC R5' � > SETBACK \ LOT 33 � U) 32 3616 SF a STUB OUT J W \ ,� FOR FUTURE — � V �SIGHT � e- � � CG-12 5 � � PHASES Q \ DISTANCE �`� R200' / 6 O w J LOT EASEMENT CG-1.2 10� R15' �16k� �' O 39 GRADING co 8" CLASS 52 DIP 6 EASEMENT \ 10537 SF \7I? 5_' WATER LINE R1' GG- 28' /' G-6 � \ \ p 6' FHA WITH s /� G A O \ \ GATE 06 �R30' SP � 24 \ ' C �O \ 3' SIDE 12 �'` 00 33 S R2' o R2 .X / U 0 \ SETBACK ��` 25.36 \ ^ Al �l / 35 1 / �V-� 14+50 24'"� ROAD 3 15 +00 _tea 5' FRONT PROPOSED I J INSET 3 ElCONCRETE SIDEWALK E:l HEAVY DUTY ASPHALT E:l LIGHT DUTY ASPHALT 0 GRAVEL W W W W W W BIORETENTION PLANTING Ll STONE DUST BOARDWALK (BY OTHERS) MILL & OVERLAY ASPHALT W52' UBLIC R/W W SETBACK TREE LINE /LOT 38 R200' CG-1 5 (TYP.) 1971 SF / I PROPOSED LOT 37 / 8"X8" TEE O TREE LINE / 2195 SF 6' PLANTING _ � ' O 40' 5' SIDE STRIP 5' FRONT LOT 35 SETBACK SETBACK 34 10755 SF LOT 36 19647 SF \ PEDESTRIAN 5' REAR SETBACK 0 CONNECTION \ \ S SIDE PRESERVED 5' SIDE SETBACK -- CRITICAL SLOPES \ SETBACK (TYPICAL) / - JOB NO. lqw -, \ 40919 w UTURE TRA SHEET NO. CO IONS C4 /% -0a O �O a0� o(D �U) z og m o c o a o � 3 z N O� �Q x H o ° o w Y 0 � o QY o '3 n � 0� >Y N x c: °0 O U w 2 o_ �° � o 0 E a U @ O 70 �0 -0 -0 m-0 U O c N O N m U -0_ c: MU) N o � U Q O U) L ._ � E L_ r= r= T LL C Y a O N O N V c 0 0 a 3 w a z ry 0 0 z a c� z 0 4 U U a� c� 0 0 O 3 0 0 C9 O 7t m 0 d., CLINT W. SCALE 1 -30 / / I / ,_ d — — — — M KEY PLAN oa 17 W / ' — rt �_ sue•' i �� / L /— —i W / / / ' VV ----------- - - - - - - a�oi I \ \ 496.9 /� / - --- --- -- - - - - l — �tro=� �--_.z _ _ Q o � \ — Lu tM LIU / _ ••a• •v>IH- �p2 o-----------1 --- -------- - --- -- ---- N zW ,°0 3 •No U )Ln --------- Q 0-- ------------ T PROTECTION -A- oF a�OOrVlp' 508 OHj �^OOP3, SEE SHEET 506 — O 0 � W\ 51\\ _ 507 r O.H. ELEC OHE VLINESTELE-5rT�HP— W�-tLE-VAULT ' 487 8 >504 _____ w o Lu-_ - - - - - __ O/yT Q 5 509 O -0-H-ELECTRIC 4 WOofit'l DAzTE >0� 101301 1 9TELE& TVLINESi / / / I /=510.4 o ,O OH DRAWN BY170 C) � OHp OHPI OHS 011 C. GAYNEVzQR 172 HP-- DESIGNED B Y 09 C. SHIFFLETT CHECKED BY MCA C. SHIFFLETT /pS%A SCALE r Lo W 169 CL (D 17Q PARCEL 7600-00-a0=051A WOOD RLOTTESVILL LCSOUTH NEIGHBDRNO MODEL oo D& 4 6 PG. 198 z w Lu --— — — — — —— \ QWX \ I 20'PUBLIC DRAINAGE Lu J Q EASEMENT,TYP. Q z 162 168 w / 494 20'PUBLIC DRAINAGE EASEMENT, TYP. 10' W a 0158 41 LL b,$5 490 Ood Lu 47L so 600 AN 601 ---------- - - - - - sp,— Lo AN s 161 492 co --- 49 -_------490.8 164 GRADING EASEMENT 489.5 REFER TO SHEET CJ30 F ET 160 ROAD 1CONSTRUCYIO488.8_--------- \ 1 PHASING. 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IW �54380 AC # 4/ -7/ 2020ti 'r�* IN M E 0 N O N � > E Lu uj Q t o U. o w0 0' Lu L M a _j U co ajLu —�; N d Q p N (� W z� cnr O �X 0 Q : c � U j Ln H a c L6 O N � M Co J C) H z O a U Ln w z O W > o w U z OU w 4 ti W w a DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=30' z z W °- C < w Lu _1 Q EJL 0 � z W Q m Lu Q Q LL > 0 od W z Q O _ W o I..L 0 0 0 V / JOB NO. 40919 SHEET NO. C4.06 �a �0 -0Of 2 Ur z �o -2 0 c E o � N d 0 D �w (D 3 zN O � a � x o 0 0 o .3 0.0) ID U1 � 3 N X 5 L 2 � N (6 0 o 0 c `o E a U � o _0 0 '0-0 2-0 2-0 U o N o c5 -0 ` �N U)� N o � U n o U _0 a >, ILL Y T C� G a O N O N C a 0 0 a 3 ui 0 a z 0 0 z a c� z 0 C� V U 0 U m 0 0 a) a) O 0 3 O u? rn O V A a — ° ,/ // ,' ,/ / / // � / — _ \ 1 ) I II I � /' / J Ir — � _ _ _ _ • ��. 1.rH ,jt'� � ° \ \\\\ \ I I I I I I I — MOUTLET PROTECTION o OP2, SEE SHEETcl. ow 'pql� \ \ \ \ \ C3.02 .4 �555 A 4 148 I ° % �6,° / — —� •�Ss�CLINT� dW FN �`LW. BOti � 4*,> -445-� /d o tic,b° 5r 9/'o It/ 7/ 2020 o/ ° 20 PUBLIC DRAINAGE EASEMENT TYP. .) '.t.' ` l 11 l l l l l I l>' / / / / / / r r / // / / _ S ■Mir ,,■ o / / / / / / / ) / o / / // / /// / / / / / / // / /r �' l°l'l l ' l l I l l/I , ^ of l / / / / r / ,/ ,/ ,r / / / / / / / �' 0 149 ,'l l,lll / //J/' / / /4// I l l ,l /l \ / // /// / / // / / / / / / /�,' — �45, s SAN SAN /%° / / / r / / / �/ /, i r l / / / �� / 1t // // / / / / / / // / , W W E o/ / / / / / / / I I'/ ° 1 / / / / / o/ / / , , /d� 1 / //// / r / / / / / / / / / / / / , �/ rnoo / / / � M �4Sg Q a °i o >E 9 / �l l /i/ / / / / i / / / /� / /// / /or// '' / '/, / / / / / / / ,-------- —� / w 501 ., �� a ° 6 E oo/ 40 // / ° /° 144 2 \ \\ \\ Qo �Q 0 o 55 L// ' w0 mZ /� 15 JQ U 0 ° GRADING a_ _� cl� Ow/o// o >l EASEMENT o Nd/ o � N,// I (D 6454 ao U20PUBLIC DRAINAGE WQCx ° EASEMENT, TYP. J< b o/ 50Zo � A /I 11 , I I\I I\I I1 I I I I I I I � IJ 145 OZU) W oo 415.1 I Q 0 o u-) o 14 Z `lj w O o/ U f C) w Z /°l ° / / / 1 vv vv v vv v A v v v vv v v 1 I 1 -------------- — C)\ \ / \ U uj \\ \\\ \\ \\\ 51 o — — — — ---_0 ti /° 143 _----\ I W / '/ w Lu O / P �o/r, / �r/ 1.7� I ,I I I /, / / /0 / / / �3� \\ \ �l / , l / \� I -- z /o / , / // / / / / / II i / / / o P / / / 3� 4 I I — — ----- / / / / / I I / 4Q I r O DATE > cy" / / / / / /� / =III I -\ / / / / / o° / l/ 10130119 ° �i'i / r /// / / / / I \ / — — } DRAWN BY �'� // o / ' / 44 GRADING I \ \ \ T A , / ° v / /// I �/ 9� EASEMENT \ �i \ -� // \�/ �\ C. GAYNER #0140e/ / / ° o /' / j , , / / / 127 // //r /°00 i� /// / 4�° �� st� \ \ \\ \\ \ \ ' II� / /�k vv �� // / � / // / 126 / / a \ \ \ \ \ \ GT 1 � / oaHP / / , ' / �' � / 13 ; \ \ \ \ \\ \\ \ \ `� `\\ � \ \ \ � • C. SHIFFLE7T I( HP�'/ ° / / / % / 1 / 138 \ \ \ \ \ \ \ \ \I \ \ \ \ \ \ \ 26, 1 — — — — — CHECKED BY / ° / / / / O 44 \ \ \ \ \ Its. \ \ \ 1 • C. SHIFFLE7T --OI-II� // /�//' j� ° /' �i // / / �36 8 °� a I \ \ \ \ \ \ \ \ I \ I \\ \ `\ \ \\ I \ \\ W.OAK �� / j /' s 39 \\ \ \\ \\ \ \ \ \ I \ \ \ \\\ \ \ \ \\ SCALE/ 125 / / 129 5 137 I - ( ( / i i / l \ \ \ > \ \\ 1 \� � 4 / /� /� o / s / / 132 45 �\ I \ \\ \\ \ \\ \ \I\ �� /\ ��• / o /' / / p`l� / �� % Apo \ \ \\ \ \ \ 1010, / / 130 \ 44 \ 140\ \ 10'PRIVATE a / // ' / 444 / 35 DRAINAGE \ I I \ \ _ ' _ _ /� \ \ SYCAMORE 131 I' 414.1 � / �\,dG' p EASEMENT \ \ \ \ 4. nG) \ \ ' — /IO�/\ \ \ \ \ \ \ 10 o W - °� y � 0� I \ GP \ 218 I� 1 I I I --\ IN, \\ \\„ IN, \ — 449 / / / / / / / ,'� / / , / / / / �h �� ✓` 141 i I j GRADING ��L J \ \ ° j 440 215 I �/ I I I Oc I I EASEMENT \ \ \ �APLE \ / o /— P,R DI 'CRJE CAVE OF�E ° ° i .� 4 212 213 447 ;1� .UO1� (I�AI�)/ o/ TYP1� I % 142 1 - 209 / o N 449 r' / ' - 454. I I / ' Ub'T— T / / �X z 10 PRIVATE / STRCAMBUFFEJ?o / °° 214 °a � DRAINAGE — I , EASEMENT Q ®® / I / / Lu a- zub SIGHT 438a �i/ I� C 0,/LlI / /' / }/�'// /' ,/ > rwnn DISTANCE -/ �5� , / I ,� / / 1 ' / /� / w � V I // / /EASEMENT / /� T / I / / / / / �/ ' / ' / Q �/ Q z w Q p�� I I �� / / l l i / ' Lu Q �170 2 228 230 232 �� v I ► / // / / lii i� / / O06 % ! 10, PRIVATE 227 \ \ I I I I f - / _ W z DRAINAGE 222 \ \ I / - �6 .5 Z) z_ 436 �� EASEMENT / — _ O —UGP —UGP 7— p`L� I 204 �C), a �� DECO \ \ \ !I\ I I , -- / ------ U 0 \ / , — — W o ° g - - 205 l ,� / 221 _ 233 ` \ I I I — w—I — / .- - — w,— — �'— w— 121 435 � \d, /— o 404 �50 234 \\ II 1 11 I i yell 4516.9 203 ! 435 co ol000N1, , 0 201 434 _ co 02 d / 4„ CLEANOUT (TYP.) 4" PERFORATED SCH. 40 6 PVC UNDERDRAIN (TYP.) 235 � / ABION BASKET `' � / I � - I o M OREBAY WALL 238 M 403 / 300 (SEE SHEET C6.0) / 223400 lei �- 202 20' ACCESS M 301 EASEMENT � W � � 302 W W W D 03 z // / l I I ° 3 � i 433 , `G 433 / 405 02 ° 107 / 120 401 / m i / SCALE 1 "=30' 30B NO. � i ° v i 11 - 1 NOR l� \ 2 ° , 8 �> i / / , ,__J I 'I / / 0' 60' 406 40919 0 3 / 1 = �� ' 108 434 ` \ / _ ��°j W / /L' SHEET NO. ° ° r 240 / — — �/ / KEY PLAN C4.07 °° ° L T LL Y T 4 a O N 0 N v 0 a) 0 a 3 ui O Q z 0 z a C7 z 0 4 U b U a� N 0 0 N a) O w 0 O 3 7 0 m O V A 0 �° / / / \/44� P 217 218 _. _ , �4♦ T •/F/ fir* / / --———— — — — — —— — — — — —' ,/ / rr / , PREy8RVEDI /// //'-/,/�, ,�p/,//_/N/ '/��/' /,/ /i // _// //// ,' / ,//,, �// /l''/, /\\/// ,/ /6 '/ //'' ,— /,W/ - /// / / W%-/'�/ ,,/ W_'//' �- '',�/,/ / _/ W/''i� _ ' , /`/'/ //// / W/a'— /' // '' , ////-j' s—/ W/ '�/ ///I// ;' / ' �/ W '\-'.,-.'50/'W! ///'/ ///) ' W vy ' / / ,'// //✓, / / ,/' ./ WW/,S/ ' //// / . 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OUTLET PROTECTION °o 03 4" PERFORATED SCH. 40 U102 20f\ o o OP5, SEE SHEET �� 6 PVC UNDERDRAIN (TYP.) � � C3.02 235 �, STORMWATER FACILITY GABION BASKET O ° FOREBAY WALL 23 wp . 0 ACCESS & 20PUBLIC cr)403 0300 (SEE SHEET C6.0) o � DRAINAGE EASEMENT 0o 400 / oo _ STORMWATER 202 20'ACCESS1z� FACILITY EASEMENT 236 EASEMENT 0 0N / w o w w 01 D a 03 Q Li 402 p 434, 43U) DATE 120 401 > 101301 192 z / O o DRAWN BY406 W 434 -I—,C.GAYNEQR 240 e) h DESIGNED B Y 407 / C. SHIFFLET TSTORMWATER 41FACILITY EASEMENT CHECKED BY 20'PUBLIC 226 s 456_ DRAINAGE 6g , EASEMENT C. SHIFFLETT 109 SCALE 224 37 225 436.7 IN / ui cn 40C") � 20' PUBLIC DRAINAGE EASEMENT, TYP. / 443 413 Noi z J 44 415 rnl � Qw qq5 100, (vQ 445 / 41/ Q z S -� — IS\TAS\N ° E , / / OTT1 w EASE NT GRADING J / EASEMENT � / O QLVnmaW 440.81 cy N wz (.D �0PARCE\0900Q00-0Q-00C)sSO 1TH OD GHARLOTTb'SVIL ELL 0) Oro co // _ — — — — —408.7 40W - OD Lo 420 14 4) p O 115 w 5520 PUBLIC o'OUTLET PROTECTION I c3I DRAINAGE q,z OP1 SEE SHEET EASEMENT C3.02 - - o11 _450 406.7 0, 14LI . 4r, 'PRESERVED ---- - -- /�IT?CAESL {TYP/ JOB NO. L/ o/ / / / / ' I ° ' . —mowi\ \ \ \ \\ \ \ \ \ IN,\ \ \ \ — — — — — — — /i/SHEET NO. O/ / O \ -- —_ -----O° INSET / C4.08 _ ma Z) �O o(D �U) z O 0 c E o 0 O N CL O D U 3 zN O � a x o w o O 0 0 o .3 a >� Y Ul � U � x 0 0 O U w 2 N in (6 0 � O N U N UL) � O N U1 O O U 2 c N (6 � N O U Q O U t H E ow CLINT W. 2 FFLET / > ( ! 41 -712020 a t LL of o N > E LU s / _ter sLu ' TC C, L ^ U. 449.79' � L. a_Ujj o z w N - u, O ` �V)rj� a / TC - _ _ z� c,'r, U �s 448.68' � O x U) 448.62' , J Q Lj TS �1 - � a ai 'L p u 449.04' o) p Q � I BS \ = v N z Z 445.54----------------- - - - - -- -_-- W HU cLn U o o) P-1 Z / .6, N > 0 U ` V^'V C) L Z I - `- - U - - - - - - - - - - - - I \ � / 00 / 0 / Ile' 446.48'---------- ---- - TC --__ 448.78' O W BS / TS 448.84' to - _ - - = Vl 6.00' 448.98' _ - - - - - \` U W / / TS 448.99' LU 430.00' O / - - - - - - - - - f 449.14' - _ w w QO aas o2'- - - - - &X9 - - - - - _ = a z BS \ \ O 4311C 10' I U) DATE \ - TS O 10/30/19 ---- - - - - -- 4, 457.42' } DRAWN BY TS 434.00' - - _ C. GAYNER \ 0 _ ` \ 455 DESIGNED BY BS \ 455.02' 454 BS 92' • C. SHIFFLETT � � _ 434.10' _ • CHECKED BY BS \ • C. SHIFFLETT _452.52' TS • SCALE \ 452.42' _ _ I 1 "=30' TS 439.00' TS • - BS ' \ -450 BS 449.92' 439.10' ' \ 450.02' ui i f i I TS _ \ 1 1 ( BS \ CL (D 444.00' O I /\ 447.52' TS 1 ` \ TS C 447.32' J 450.49' I TC e BS I 452.31' ' \ 448.49' TC TC �I 45135' 451.71' TC f 452.57' \ TC TC BS \ -- 452.03' 452.46' 444.98' ,F TS 4 444.81' z z ' SAN _ / \ _ W .j -- Q -------___ \ > BS TS 1 LU 452.23' 442.47' 4 2.27' - - - - - _1 z �� _ OC ' - - 450.98' p2 o � ------ Q / r SAN ISAN SAN S N - _ _ _ \ I I - - - - -- - _ \ / W ' > 0 439.BS - - f ----------------- - ° Q - - W 4#� W i ----- --- -- / O i - - - - - O V 1 o SCALE 1 "=30' JOB NO. 0 30' 60' 40919 SHEET NO. KEY PLAN C4.09 c c T LL c 0 Y a a a v 0 N 0 N v 0 0 2 0 a 0 3 z 0 c9 0 w w 0 v U a0i U) c9 0 m a� i 0 0 3 0 0 U o� rn 0 v / � '� * wtKIT W� oar 000 0 �7 43800p dc, ' /CLINT W. TW SCALE 1"=10' / / // , \ / / '' > *+�R S' ;,C.9 -% z10, N KEY PLAN // // / / \ 6 E / / 437 / / / i / / i 2 � TW / C)U o 443.18' / Cn � t z Q J U al w Z TS wJ-Ln O 445.49' a oN a BS X U 441.49' < - < w / O / TW TW 0 u 440.60' 441.00' 444.53' Bw U > `° O W 441.26' H Q Lq Ln o rn TW .6, N > 444.83' LU � M Ov L44084 441.00' o w Z z OO I I I I l / l / �c� \ TW / L/i W I I 436 / / / / / c9 439.82' ti / \ / 438.43' �i>'� dN �cp ZTW 438.38' - w 439.05' � z a r ZTW 437.35' � _- - - (n z > p -i BW / _ � DATE 1 / - _ 438.62' 437:35' 437.35' _-_ _-_- > 10130119 435 I I \_j \\ O DRAWN BY 1000' C. GA YNER NIS DESIGNED BY I r _ - • C. SHIFFLETT I I 435 co/ - _ _ • \ CHECKED BY > • C. SHIFFLE7T I I - _ _ _ • SCALE I I I I I I I\ \ /,\\_ (� ____--/� - -- • 1"=30' co \ / W �o < \ \ \ \ I TW v TW v v v 435.64' \ \ t _ �g0 U) 7 I \1".41'\� \li \\ \lam �� _------ - - - Z Q 4T2 433.6�' BW > �n \ \ BWLU 433.64' / \ % / \ \ - X \ \ L1 Z I / - TW \L 64V \ �, \ \ \ \ \ \ O Q Q 33.0T 431.07' LU Q � \ W \V \ \ / w Q �n I / I I B�/V TW > \ \ \ / \l, \l, 434.30 \\l, 436.30' \ \ \ - - - Z W z Lu 4, � � / I B3 4 433 6,1 � \ U I W �- TW / \ \ / � LV CP / 433.54' / / \ \ \ / 0 TW 435.46' / 438.76' / / 0 438.97' / O 433 / x 1k39 / BW BW Tw 440,87' 445.24' 451 56' TW TW BW 0 448.48' Z 444.92' 448.16' D TW 441.13' T 444,79' BW TW TW Ii 439.63' 2' 445.09' 448.03' 448.33' 451.3T 18/ Z / I - - BS TS BS TS BS TS X 44487�- 4M.8 4-44�44E,35' BW O BW ��- BW BW / 438.6T 438.86439.d7, 439.24' TW 439.67' �W 44.79' TW 445.09' 4 8.03' 448.33' TW v , �41.19' VJ TW TW / 444.92' 448.16' TW / JOB NO. \ // 'f BW BW 451.4,3y TS N / / 439.15' x ? 442.50' 445.24' 40919 _ _ �� / / B/ s 448.48' S / - - - - - �438.15' / AZ �✓ SHEET C4.10 c c T IZ c m Y a 0 N O N v 0 0 0 a 3 z 0 c� 0 w w 0 v U 0 U a� m c� 0 m a� i 0 0 3 0 0 C9 0 7r / BW Z / 440.24' cn X 440B 3' X TW 'X BW BW 44 .41 - - - 453.4 ' �55 TW ' BS / 441.07' �' ' / I 453,48' 439.37' X X TWTS i 442.38' 4 9.87' BW TW / / / / I BW 45ro / / / BW I 53.87' 440.95' T 44 442.54' / 453.43' 442.7 ' SA f 76' TW ' I I/ 455.17' - - - - - SAN 457 SAN 456.0 SAN / 441B14' 442.8 A�3 D / I I TW 456.97' 457.29' BW TW / 441.50' 443.2 / (' I BS TS ' Tw 456.88' 442. 8 / / I I SAN _ _ _ 453.38' / I / U) Z' 1 BS % TC 454.65' / 456. TS 457.28'o / I z / / TS / 443.04' I 43.16'BS BW / �\ / 443.62' 443.12' TW Tc� I \ BW / BS4 52 445.38' / 1 �443.07' 443.12' / I BW 443.46' Tt 446 BW 4'45.62' e'loo/ 443.85' W - I / 445 T4 W- - - h BS 443.89' 445.70' ��+�w oLT W� oar wog VIA Ink1R vi CUNT W. •��`LET- ' * Lrc. . sage r C Lo o Eo ' N 0 > E 6E w W � � w o 3: u C) U. w077Q a�o � z w N - u, a>oN O a Fj TC TC (� W �P a' H 457.21' 457.56' Q o cn Q 0 Q e w U U) w O 79' cn = Q =U >� z O Z W i 61 N W O A6.07' (D M v C) L j v vi W � a o 0 / / U 0 W ' ' o w 0 N LU O DATE U) / M 10130119 / O DRAWN BY / / C. GAYNER DESIGNED BY / - '` �59 • • C. SHIFFLETT / CHECKED BY • • • • C. SHIFFLETT SCALE / TS / 444.76' $ Z 1 „=30' / / ' TS / • 459.27' TW Tyv / / BS / JJ BW 446.14' 446.79' / / / , 456.54' 46.09' BW / / / 446.23' �O h M TW Lo Lo 447.50' / TW 11010 / BS 4 8.27' / 44 / 6.77' / TS 449.87' T / / 448.27' TS 53.07' /, / S 451.47' BS / / / / / 48AT BS MAT BS BSA 451.57' 454.77' Y / 449.97' BS 456.37' 45 454.67 TS TS PW 457.8T 456.2T 0.59' \ / / BW 452.90' / TW / 457.50' 457 29' 1 / TW 492 617 BW 457.85' TW / 457.40" 457.46 / 457.35" / II I I I I S TW � TW TW TW 457. ' 456.77' / 4 W.83' 456.94' U A r 457.: BW BW I I I I I \ 452.84' BW 456 453.49' I I I I \ Z / / / / / / / / / I I I I I I I I \ / W CL (•/ I BS r J 457.92' J TS 458.92' f / I / / / TC Q / - - - --� - - - 460.58' 460/47 .J /LU > '^ / v / I z Q o / W Q ' TC 460.70' w Q 460.81� I > / I W r LLJ o Q O _ / W U Q l W O O I SCALE 1 "=10' 30B NO. j o 10, 20' 40919 ' SHEET NO. KEY PLAN C4. I I L_ I I N� SCALE 1 "=30' I I _ 0 30' 60' KEY PLAN lk 000 - _ OLD LYNCHBURG ROAD___ / _ - _ I - - - - --------------- STATE ROUTE 63 -- ------------------------------------- -OH !W L- - - - -OHT - OH T -_ _ off _ O �\ - - OHP-- - OHP- - - HT� �w _ m�° { OHP- - - - - OHP- OHP� off ILo , _ - OHP- -Y- �T co I _ _ Hp Hp OHP� - OHP- OHP- - - EP- - _ MANAGED oHP r! - - OHP- T- / _ CRITICAL SLOPES o P (TYPICAL) o I O ROAD 1 CL CURVE A = 15°41'42" R = 233.00 T = 32.11 L = 63.83 C = 63.63 PC = 15+15.79 PI = 15+47.90 PT = 15+79.61 4 PARCEL 09000-00-00-001AO SOUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT DB. 3375 PG. 063 ROAD 1 CL I I CURVE A = 17°56'09" R = 233.00 T = 36.77 L = 72.94 C = 72.64 PC = 12+08.96) 3 20' PUBLIC DRAINAGE EASEMENT, TYP. ROAD 1 CL CURVE A = 21 °28'45" R = 267.00 T = 50.64 L = 100.09 C = 99.51 PC = 10+99.50 PI = 11+50.14 PT = 11 +99.60 FA 20' PUBLIC DRAINAGE EASEMENT, TYP. PI = 12+45.73 N PT = 12+81.89 a - , � fl, o- - `° ---- - 141 3 S��N 9 N� S4j°0 \` SAN 5, ��- - ----f 9.50___ Og"(N �,\ _ _ _ 6' 4 SAN-� 50 11+.On S34°52'03"W 10+5 --_--# V1T p g0� _\ s SAN_ _ _ _ _ _ _ _ _ _ _ _ _ SAN SAN SAN 23 „� R267' S'\ vv AIDING W --�_ 233.89'6' SEMENT 15+50------------------------------+-------� --2+50 � W 15+00 W 14+50 W S31 19'26"W W 13+50 W 13+00 W _ R233' R233'�`- -- - I I 1 GRADING EASEMENT - - \ 26„ Ld I I L I I 1 1 1 1 I I \\ \ BEECH I I r-1 \ I I I 1- L _ \ - UGC - - - - _ -U P - - - -UGP - UGP - , - - -UGP - - - -UGP - -- - - - UGT- - - - UCT - - - - - - - - UGT UGT--- T-- UGT-- ---- -- - UGT \ ' HICKORY STREET CL CURVE R604' 1 o A = 14°02'30" ° --- %-- _�--- = 604.00 I�R T = 74.39 L = 148.03 C = 147.66 I PC = 10+09.12 ' PI = 10+83.51 'o PT = 11+57.15 5' /1-6' �� 6' PLANTING / 5' STRIP c,13' / 8' 5' CONCRETE / SIDEWALK / 'o /o CIV co 0 0 , CO W v co U 10' IQ) o �M s AN 10+00 C J rn lJ f f � r L_J -A I i 0� v fi CLINT W. St KI FFLET# . Lic. IN..5AJ#O � s f 41 -712020 "o 0 8 0,VA 1, 4�* tt##### M !_ O p M U N ui N c: >E w Lu < U. cl� Lu L M a _j U co z 1 �Jy- O rq ('D W a z X C2 � U ul � � w 0 Q U-) � 2 U > 0 W 0 c W M cl� U kD z OU � O O W (7 (u O cl� of 0 0 w N w = Q Q o z O O DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=30' ui V J J F� I z Lu C a G Lu z J 0 � a J w m n J a Lu 0 \ LL Q O 0 Lu 0 0 O ui 0 O O 1 D O (l) JOB NO. 40919 SHEET NO. C5.00 Qa �o -0Q� O (D �U) z WO Q 0 Eo �N a o O O 3 z o� Q �x o w w 0 o Qw o .3 Qm (Dc: co cY �N X c: O U y2 6 0 �° Wo E� L� U @ O °? 0 @0 U O � N O c @ U a2 �N N O O U Q o H _E L_ T LL Y a co 0 N 0 N 0 0 2 0 a 0) 3 z Q d 0 Q 0 o: 0 to U U 0 0 a� I 0 O 3 0 O m O V co 0 O j ROAD 1 CL I �'TW� / / CURVE Alf ��i / i IO / o° � / / / 0 = 57°25'46" 5 �� ' 0 /°° / / / T = 151.705 CLINT W. � o / o / / / L=277.65 +ter %S hUFI LET ' o 'o xo C=266.17 w ' a / / Lie. 5�1r ° / / ' o \ PC = 17+20.93 0 o ° / / / \PI = 18+72.67 �/ 2020 PT - 19+98.57 s� o / - - s. 0 / / 20 PUBLIC DRAINAGE 10-N- , ' o o / / / EASEMENT, TYP. \ A*+4 O N o o o 0 R277' NU o / ' P 10' > E° �° aE ° - Lu o' ° ��'� ° / /9 ° 8 - < LL. 0 S o° / ° u ��O / / jl �� / GRADING Lu i O o / o / / / / 0' \ EASEMENT a o N a 0 / /� � OZ W aj (A ' / / // DRAINAGE \ �oU W° / Q ° o EASEMENT, e o v ° o o' 0 vz� Z ' ' r \ c OLno 0 o 0 o-- / a o N > ' o ' ' o/ / / �r /, a \ \ w O x ` a / / r r / ° Ox�O / \ \ 00 Z 2 ° I / ° / oo,% / L v 0 / \ / J w ol ° \ - /o ti, ti0 o Lu / / / / r ' 0 0 5 r Lu 0 0 - a� °�� - \ Q / ' I 0 / / /100, \ U) DATE I ° o°° / // / > 5' err y! 6' I I I ��/ A^ 0 10130119 r \ o ° ° � / 0;� x ° GRADING ! (� \ � �, DRAWN BY 0 / d / � 0 0 �O / / ° 0 28' EASEMENT / 00000 0 30' TRAIT / O R597' ` DESIGNED E / BY o ° / BUFFER - ' X\ �c C. SHIFFLETT opHP / / ' ROAD 1 CL % / 5' I I • 1000, OHP- 0 / / /CURVE r � x ZE'� CHECKED BY ° / a 6 f 0' c I I \ o ONe ° / / A = 20-31-58" `l' c) - - ° I \ \ I UG •• • C. SHIFFLE TT OHI- o .', /o T = 108.13 � WOAK SCALE L_213.94 looe _ 0 / PC = 22+37.25 y ��x / ti - � - � ° PI = 23+45.38 � I � ✓ o / PT = 24+51.19 5 2 ' ° / i a �� 20 10' PRIVATE I I \ I - - 0 , 5' I DRAINAGE I \ SYCAMORE 5 o f �,f d V C k�0 �dEASEMENT \ - - - - - - - - o - - - \ \ o / F` - - o / / O R25' 0 ` \ /�xp0 I 'U P �,/ l ° \ r� 40' s� Nam° I / L J 4 Xp �,�� 20 L J I -I /-2p�k5 ♦ O � I I � - GRADING � I - _ MAPLE o / o ' I oc EASEMENT _ _ '.<,`, R25 4' PRESERVED 0 ROAD 1 CL o 28' I - - - G�/ 0 CURVE 20 ° / � � � o. I � - J_ c ! � , � � CRITICAL SLOPESD 7 / , r I �- -- UGr-__ > L0-T /� (TYPICAL) o ° // A = 28°57'16" X �- I 20 I 14 I ° o / �R=403.00 �5 °'� �- ------ -� I _ _ _ -UGT---�Xl_ O\ o / T = 104.05 � ' L = 203.66 %4 \ 10' PRIVATE I / STREAM BUFFER° ° / 4.5' 6' I L _ _ _ _ _ C = 201.50 R403' ,� 5' ROAD 2 CL DRAINAGE I ® - - - I / PC = 24+51.19 ' / ��c�0 s 4' 4 �' 25' , CURVE EAS NT / \ W / PI = 25+55.24 r 5 a 9 I / / 1 1 - + `L 29' A = 21 °34'40" r I I <' 1000, , < PT - 26 54.85 / SIGHT R = 218.00 I I / / /` k/ / 1 1 > / / / DISTANCE 1 \ o � R1 = I I w o6' / . EASEMENT \ C) T 41.10 I /�/ / 1 1 J z O // _� r � �� / \ 6' oT ° L = 82.10 - -- - -- I / / / / / 1 1 Q Q 4- PLANTING R15' C = 81.62 / W � r ''x" STRIP PI = 10+98 .5 I PC = 10+57.01 w .55 - - - / I I �• ,/ i 1 r R218' m m %% ✓j PT = 11+39.11 / / //Lu Q 0 r r X'1'0 10' PRIVATE � I W y I 6'PLANTING DRAINAGE -GSTRIP EASEMENT QO18, 20 18 U 5' I' ' ' O \ CONCRETE �!� \ ROAD L 10' SIDEWALK y / 5' , I 8 _ - / I CURVE I / I WH�RTON DRIVE o I �(TYP.) a c _--------- - A = 22 25 28 8 / 1: I R = 397.00 I __---- / I / v `T = 78.70 �� / z I' I / \ -�L = 155.38 R397' o 8 �% Z/ 5 7C = 154.39 1 / / C)- I C 6' PC = 26+54.85 �, - / 28' `" I r -1 PI _27 33.54 / it / PT - 28+10.23 � / 5' 22 - � O R25' O �W ' s I' 50'oll - . 20' ACCESS a 0.3 ' W O 1 kp W i W EASEMENT I ° ° ° 40.38' _J I 5 40' D I it 6' PLANTING �--� e W W W W✓ gP z STRIP W R25' �, 4 �`. 4 " W 10.45' I 5' CONCRETE O a `' 5 II SIDEWALK k-0 , v 6 I o II I _ I I I o $3 JOB NO. -24"`N ` / 5 I �,0 5' - r -F- ~ I , SCALE 1"=30' 40919 co r- I,, 4 _ SHEET NO. �� y 29' cn W t_ _-- , 4 \ O I �- � I I 0 30 60 M� I I I KEY PLAN C5.01 � a 50 -0 Of Oo Ur �cl) z O -2 0 c E o 0 O N 0-o °w � 3 zN O � a g x o 0 Q4-7 0.3 a Y U1 � O N U x N O O U w2 � N (6 0 o �o Ea U N O -D S 2 0 m � m � U O � N O O U c N U)'o N o � U Q O U)9) a)- �E �r - °' SCALE 1 "=30' 0 30' 60' 0 0 v� co o 4'Y5p �� -' Nw 20 fiol PRESERVED o 0 1�`�ROURVE AD 1 L 20' / 28' e 4 � CUNT W. CRITICAL SLOPESo 7 / �' - �C `, 20' i 7 5 ilF'[�'L.ET (TYPICAL) o ° // A = 28°57"6" xp0� I , 14' 'r, 0 ° /R = 403.00 = .�25 �\ o - '� Lie. . 543180 +� � ° O j T = 104.05 2020 ° L = 203.66 �\ I 10' PRIVATE L sue''[+ STREAM BUFFERo / 4.5' 6' DRAINAGE �'�r ON 'i At 1 C = 201.50 R403' 5' ROAD 2 CL ® I�* / PC = 24+51.19 ' ��0 S 4,. 25' CURVE EAS NT OO ��it�ll►1t4� PI-25+55.24 / ti� A = 21°34'40" 9 0 / PT 26+54.85 SIGHT 29' 0 DISTANCE R1 R _ 218.00 / M E T 41.54 KEY PLAN ui 0 ° ° o / % % _� '/' EASEMENT \ 6 0l L = 82.10 / R °�' o �/ 4' PLANTING R15' C = 81.62 - _/ L J I- Q o ° ° / / / / �x0 STRIP .5 I PC - 10+57.01 / " E __-PI = 10+98.55 : I w - '_ R218' PT = 11+39.11 a D W f M W �/ 10' PRIVATE / Ih w J v - z0 o // �/ y �✓y W W W W W 6 PLANTING h� 5 DRAINAGE I f 8' a> o F W W W W W y W y W W W W W y STRIP , �,/ �" / EASEMENT ' o� l , c� w cu M a /may y W W W W 0100 0 / / //y W� W CONCRETE 0 GC ° / y W yW W ROAD 1 CL SIDEWALK , I ~ o ° ° // W �` \ CURVE 0 /� ' ®(TYP.) v Q I`°? W W W ' °° W y W y W A= 22°25'28' s / + 107.66" o c O / W / N i Q 00° � �W yy W � R=397.00 r�/ /5 /� ' � �� U ° ° /jam yY W T = 78.70 , ' �� %`- ° o ° W W ,� y/ W % L = 155.38 R397' , ' , 28 Z/ / /� / 5' z ' W ° ° W C = 154.39 / �� / o� O ° O ° 00 PC = 26+54.85 6' 28' N' U / / /�� W 1 p?�pU-) ° ° ° ' a / PT = 28+10.23 X�O O ° ADO 0 ° STORMWATER FACILITY\41 Ft• o o ° /_ ACCESS & 20' PUBLIC o R25' \ Z/ '� 5' 22' _ 100 0 0 / DRAINAGE EASEMENT oo �, / W y W y 5' / s 50' 0Lu 0° STORMWATER \ / W W W W W W W W� / ° ° / 20' ACCESS I i 40.3 0 ER FACILITY EASEMENT $ O �/ EASEMENT W .y � �, L W W y r F V W W y y Il 0 O °°0 2 \ yW yWyW W s I �, - N 40.38' > w o �C` y W y 5 40' D i I I 6' PLANTING a = Q 4 z i I I STRIP u 0 o I R25'- At) 45' I 5' CONCRETE Q (: N Sp,N gp.N Sp,N PARCEL 09000-00-00-00 I EO SOUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT DB. 4773 PG. 328 MM MIN slow o ` ` 0 o , 0 0 0 0 o O O O O O O O O I ----- ---- --- - -- v0 O 0 O O 0 0 os I I SIDEWALK 0 DATE 6 w i 24' 10130119 5, CD i 'A �� V � =co �� 4.52 - > DRAWN BY � A 29' � W A o� i I C. GAYNER �cyo)� r-' � I I DESIGNED BY STORMWATER X �G oo I I • C. SHIFFLETT FACILITY EASEMENT �� \ X i 6 PLANTING \v'c, 6' S� 20' PUBLIC T i'6 I I • CHECKED BY STRIP (TYP.) .�'° DRAINAGE s 1 - SAN `` c'-� C. SHIFFLETT A �s\� ?g� EASEMENT � T I e • • SCALE \2 s o 5 C15 1 30 ° I 5,: X \ 18-20 �--18 Lu �x O R25' o I 1 ` R25' F - - - - D c ' zI - j 5> 0 28 ROAD 2 CL 10' CURVE 11 (TYP.) F_q 10 t > \ A A = 24°50'33" R = 200.00 s I T=44.05 I � * o \ o+ L = 86.72 -a-- a 20' PUBLIC DRAINAGE op 40' C = 86.04 5 EASEMENT, TYP. R5' � a s I PC - 14+45.44� i i �PI = 14+89.49 z PT = 15+32.16 8 � a \ / ROAD 3 CL ' •� 8' /10 uj Q CURVE 5 > / C x 11 G \ a v A= 83°56'29" I 5 / w \ z \ � R = 200.00 ` T = 179.90 ,C , / " 5 / Q Q L = 293.01 �,� R200' 0000/ �5 O J \ = \ 5 w s C - 267.50 r 10, / R15' N\b J m o \ PC = 12+75.58 ,�6k5�' GRADING Q 0 \ . 7'Tx 5' API = 14+55.48 R1' ` cn \ „� ,/' EASEMENT w �so 6, PT = 15+68.59 10' 16 �"'= R30' SP II 16kp0/' 9 Lu 6' R3 on \ 12 R2' / uj 25.36' 01 ArEp 1 14 0 24' 15+00 5 -__W W 5' / / \ R200 O 6' PLANTING O 40 STRIP i O PRESERVED CRITICAL SLOPES - (TYPICAL) \ JOB NO. �. 40919 ` ftft wo mom ® SHEET NO. C5.02 -0a O Z) �O a0� O CD �U) z Q0 0� m o U) mN a o � 3 z N 0 a�i x H o o w Y 0 o Y 0 �3 n � a> c > Y U N X C O O O U w i O .N. O W o 0 E a D U Co O � O �-0 �0 Um-0 O c O O N m U �_ cN MU) N O oU Q O (Un N _E L i / SCALE - NOR %_//_ _ W �____ /I �- \ ( J / / I l \ �l J/— / ice/ / / / // // / / / 1/ l / I I XO y ! \ 1 1 1 1 I 1 \ 1 1 I 1 \ OLD_L xNCH _ RG ROAD `f / ! \ �- \ \ STA1�E ROUTE 63\1 \ \ __ _- \ ----1 \ \ \ --- fl----------------------------------\ �` \ ® \ SIGHT DISTANCE RIGHT - 615' SIGHT DISTANCE LEFT - 500' ` \\ \ \ ` \ \ ` _ \ -_ --- ----- \ so - ` _ _ _ __ _ )t - \ h 1 +00� \ \ 11 +5 \ 12+00 - - _ _ +50_ � g— 21 +8_4} 'y"■ �rn - -...�- - - —\ I+00� -- -- �9 3+50 ` 4+pp 17+80 , 17+50 0 18+�0 19�+*0�0 \ \ ` ` ` I L —� - --� -- `-- \- -- -L —\— — —\- _ y�-w�-a.7.z...p_�_i�- ` 14+50 1 �/� 15+50— — s--(s60_�=��-��-�� _� �� _ - \ _ _ i— cp ITI' �Y�`S — / �U� /—= OOM _/ �j , _ _ _ / QHT o / 4HP— Sri I O I \ -O HP. �' _� / / / / / / �IOHP— / pNcp cy)- OH Sin Sin HEIGHT OF OBJECT = 3.5' 505 505 500 500 gpR- 495 / 495 EIGHT OF — o EYE 3.5' / 490 EXISTING GRADE 490 ' 485 i 485 PROPOSED / GRADE i J � 480 480 goo 475 J 475 � EIGHT OF 470 OBJECT = 3.5' 470 465 / 465 460 / 460 _ 455 455 450 450 5 0 0 50 PROFILE SCALE OF • GLINT W. . Lic. N .54380 # G 4/ �12020 �0 Oltivp M E O N O N � > E Lu6E Q LL. C) U. w0 c' Lu L M a _j U 00 LL,a J — ui N d O N (� W a� Mcr 3:O U:") x oQ e LL :� c U j Q LQ c Ln O N N M 00 J CL O z O a U Ln w 0 z O (_n w w a 0 W O v z 0 W a ti W DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN Z W 2: 0 W i w 0 w LLJ J Lu m J LL O O U JOB NO. U) w O I..L W U z U) V M 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 20+00 21+00 22+00 40919 SHEET NO. C5.03 / l \ \ \ \ \ \\ 1 I ! 1 I 1 \ 1114.CL I tj 491 gyp\ �\ \ �cP \ \ o = 490 \ I Ng`5 ~ \ \ \ egg Nou 10+o HICKORYSTREET �g1 S� —W IN 280, \ \ \ \\\ 492_ — II - 00 \ I\ k\\\ 1 I 1 1 1111 \ \ \ \\\\----''''�'I 1 II \ \\\�\ I\\` \ \\ \\ \\ \\ \ Qj� II I / -• 1� _III sin 1 I" \ \ \ \ 1 1 1 I II +i \ ` \ ` \` \ I 'J j ` 1' 1 II I \ \ \ \ � \ '\ , � G•C I I / `t' P\� j� \�O CD�/,'� g '1 ' III I III\I \\ \ �� - �\ ,� , I � � �- ��•Q '�< �I, � \ \\ � �-_\--,\ I � �, , � � � �\ \ I \I \ \ \\ \\ \\ \\ � `� yl \ \ \ \ \ I I ,III 1 I I III \ � � \ \ \ \ \ \ \ \/ / ♦ b -L\4G P I� I 1 1 I I I I 1 1 I , I 1 � 1 1 I I I \ III rI \ \ \ �' �r0 • �Q O I I v / / / < 11 \ 1 I\ I I I I I I I lI II I d q\zi I \ \ \\ �\x / /� / /I � \/ \SPA 0Gp j�� + O vol00 N — / — i I I ISTANCE R +50 AA _i O J \ �\UGT -\ \�� T\\ \ 1 11 I 1 1 1 I I I I 1 \ `'I I— \ 1 V 1 \ \\ \ \ \ \ \ \ \ \ ? cxi G I \ \ 0/ 4 \\\�_--- _ OGT' g 90 / / 1 1 1 1 P I I 1 \ i l I I \ \ \ / / \ lool 000l o/ 0000l/ q / �/ // I I I I 11 \ — G�' I I' I /' SCALE 1 "1� 30' / \ .)in 505 505 EIGHT OF OBJECT = 3.5' 500 500 EIGHT OF EYE = 3.5' 495 495 \ 490 PROPOSED 490 BADE \ `s0 HEIGHT OF 485 OBJECT = 3.5' 485 480 480 EXISTING GRADE 475 \ 475 \ 470 470 465 1 465 5 0 50 PROFILE SCALE 'fo vok W ply •PI Ar CLINT W. x cd/)SIUFFLETT: W l.dc.IN .543810ol +� M >_ 0 N O N = >E w a E < LL Q w o w O d' LI1 L M a�c�oo LL,a J — u•i N d > p N (� W �O =x w oQ �� =v>o a c Lri rn O fV � M CO J z O a z U Ln w o v z O W > o w U z O W a 4 ti W w a DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN �I W V J .j H� I U) -iUJ w ,Z < > o J /1 0 Lu � w U m L LL.I J Z Q o W 00 �0 LU _ LL _� O O 1 D O V ) 0 c ai 3 U C N O L N O Q 7 Q 0 3 0 co U) c m co co Q 0 0 9+50 10+00 11+00 12+00 13+00 14+00 15+00 ROAD 1 TO HICKORY STREE SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 16+00 JOB NO. 40919 SHEET NO. 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HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 C5.05 .7 U C a) 0 0 U) as L 3 a) 0 0 2- 7 o_ T C a3 0 a) U) 7 (1) a 0 c m s C a3 a3 a � o -0 CL o� z °o C 2 > a3 E O -0 C C N a5 C 0- o O c zN O 2 a x d H o O :F V_ 7 O CD o •3 a (D m N (Ya 7 U)U C N O .t 2 �N m = U)U C O m E 7 C U a3 N'a f6 .0 -0 o c w o U) U -0 C N O C N O C U O o_ — a) "O co a� a) �= L L 1463. 11 ' 1 / //i 1 � I 1 \ \ \ \ \ \ \ \ \ \ \ � / I —_ �- 1 I I 1 I .I \ \ \ \ .��s,► 1 1 I 1 � '_/ / � / \ I / _--'� �� __—__ / ' �� \\\\\\\\\\\\ \\ \\\ \ \ \^_``_ \ �� SeALE 1 �40 QI \I to V � I I I 1 \ 101 I I I 1 1 O \ \ �N \ \ \ \ \ / ' tCA MO \ \ ` M 35 -455 _ — _— kg3 \ \� \ \S / = _ _ _ — — _ _ — — _ OAD / \ H�� l I O'CO�I �• (, I l �� `22 w / / \ \ \ \ � �� / i � / i � _ �-�— — — — _��C�r �`Ch \ \ nJ \ \ Q � \ \ \ \ IN,N / � � �/ — / � M 3 � \ � � p5., 1 1 � \ \ \ \ 1 Lo \ / ' / — <— _ SIGHT DISTANCE FT - 2 / / / NIN / 000, \\ 8 .�\ 448 445 1I 1 I I I 1 I — \\\440 \ \ \\\ \ \ / �/�/ / / / �o / S - r/ 460 / ✓ / ° ' �yO /4367 1 I \ 446 / , / ✓ / / / / / o 445 -59 /45 / to / / I �l _ — — /' — / / /' / °� / <r/ / / ��a p.° / / / / // 444, / A / / / / / I I I \ \ \ \ \ \ \ 1 1 1 1 1 4 \ \ _ — — / // I L / C9 45, / / Q /\\11 '\ —�� 'loll J / \ \ \ _ _ — — _ — 8 / SCALE =40 I \ \ \ \�\ \ \ / / �— \ \ \ _ _ --_— _ -- --_—/ I / /44 O 4 I I 180' r— 4Hr, 465) HEIGHT OF OBJECT = 3.5' 460 / / / 460 455 455 450 PROPOSED 450 GRADE / HEIGHT OF EYE = 3.5 / / / 445 445 HEIGHT OF O ROPO 1 / BJECT = 3.5' 22RSlj Fo / 440 �G-��0� SO\ 440 435 435 EXISTING � GRADE � 430 430 / I / / I 425 / 425 420 I 420 9+50 10+00 11+00 12+00 13+00 14+00 FUTURE ROAD TO ROAD 3 SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 5 0 50 PROFILE SCALE 480 480 475 EIGHT OF 475 470 OBJECT = 3.5' HEIGHT OF 470 465 EYE = 3.5' �O Fi�p 108, 465 OF 460 460 PROPOSED GRADE 455 _ 455 EXISTING GRADE 450 450 445 445 440 440 435 435 9+50 10+00 11+00 12+00 ROAD 2 TO ROAD 3 SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' 5 0 50 PROFILE SCALE 64446640*0000 fjdp C is I ICI T W.; f Lrc. IN 54390 4 � & A/ / 2020 m M E O ul N O N � c > E LU Q E _+ ~ U Q) r. Q E LL 4.1 U. o w O LU L M Q J U co o_ J — irj N d 6j p N C7W N,t x c U j a C Ln rn N 17 N M 00 J I'D H U) o' O O Of 0 w w V a z O cr O 0 N Q N 0 � DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN U-1 V J J F� zUj _j ui L.L j 0 L.L w J /1 0 W J w V m LUZ IL Q > O LU Q S Q W ° V / O O D Ow U) JOB NO. 40919 SHEET NO. 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C \ _ - ' - - ♦ 160 0.14 0.73 408 0.11 0.58 1 I �- v - v / - v \ A 1 I \ / \ _ -- � -' --- \ \ \ \ / -- / -'- � _ > _ �c9/ 1 I # / I I,oI - _ p - \ - - - - - � - _Z-z-z- �' 162 0.08 0.74 412 0.14 0.59 11 i`'- \ \ ♦ 11 ! �-- /' i !- - -\ \\\\ \ > \\ __-' -// j - '- - =\ _-__ - 164 0.10 0.77 414 0.20 0.73 I ��,I I 1 I c \V , 1\ \ \ \\ \\ \ \ vr �\ -__�, \\ - -_% / -�� ' -\ \� \ \\\\ \ /\\ \,_- - / �%% %�_'-','- �_�' ,_'_ ,I//// \ \� 166 0.02 0.77 416 0.07 0.53 / / / I " 4I \ �\ \ �� ----' /; / /, / = \ \ \ ) I I I /-\\ --- / //-----' -!--- /// /��//UF I 168 0.02 0.78 418 0.09 0.68 1 \ \ _ \ I I - - / -- -- \\ I \ \ - G / , - � _ _ \ \ - - - / / 170 0.16 0.65 118 0.11 0.65 -/ 11 I 1 \ \ - V / _ _ / \ 1 1 6' \ )) / - - / i ' / - - - // /l1I T \ / / / / \ \ / i - - - / / /, G / 23 L 4- I I GO)Ic I 1 I I \ \ , - % - \w - \V % - - - ' - _ - ' / / / / ' / / / \ \ \ \ \ 1 I ) / , /� _ /' - / /' // / / I ' \ 172 2.37 0.30 502 3.32 0.38 j I-b_-_-__- - / / /, / I , / _ ,/ / \ 202A 0.07 0.73 506 0.03 0.70 / / \ _ / / / \ \ \ /11 - / // / // / / - I `' ` ( / / / - _ - U / � / ' / / , \ \ \ \ \ \ \ -- _ _ _ - - / - - - - - - / / / / / / \ N 204 0.13 0.74 508 0.29 0.39 ' J 1 ` J ------ - - �/ // / \ \ \ _ -----� / / / _ - ' /'// j / // '//� I 7- ' - / -/ I * / ' - I-- -- - / / \ \ \ \ - _ - - - _ - ' '/ ' - - - , / / / / / / / / 206 0.38 0. 69 510 1.10 0.41 - / �� / I' I - I \/ / Y� %\ / / / �- - \ \ -- _ � _ -_ -- - -/ /' / //j/-- \ \ \ \ \\ - \\ - -.-'- --'/' -- �'/-' - -'- �� / / / / / 4 I / / / (OIO'T _ ��GJ`11 \ - -- - - __- - / / - \ \ \ - � _l- - / - _- ,ia r L- --� / l / / / ,/ -- - \ \ -_ - _ - / -i// //// -\ \ \ -P \ \ \ \ \- ---__----- -// - - - i - - - - "- l .1 - I / / / / _ _ / / / \ \ \ \ \ \ _ / - / / - G / - / --I- - / / / // / �/ \ _ - -_- � _ /' /'/ / /� \ \ \ \ \ \ \ \ \ - � _ _ _ -_ = f " � i �� /- � - -- i -/ ,'/ � II \ \ / - - y / I , 'sj / \_ _ __ _ - / / / / \ice \ /_ - - -// - - - / /// / / / .1 - -_- ' _/� // �C, / '/'/////-- --\\ -, �_ __- __----//'/ii'/-� \\\\y\\ \_L f-`-� �-'- /-i'---/i-'� i''///%//// /I .11 - \ I / I � / / V 0� / / / / / / / / / / _ - \\ ` _ _ - _ - - f ' .11 i i -/i _ \ \ \ \ \ \ ` _ - ` _ - - -i - -/ -- i '/ - - / //'// % // / / - _ _ _ - - - --_ ' __ - / / ////, \ _ ,,--/�� -�1 I I \ \__ -�/ -/ -/- j� //// / /// -_�� - _ _ _ _ _ _ ///- ----- - //'/' ////�\-----_ -- _ '//i'�-\\III \ \\\-_� - -_-/--'-�'/---i%, >j/j////// �� - - - - - _ _ _ _ - - - i / ' ' / � h _ / ' , I / /' l l � ' / / l / / - - \ - ! - - - - -/�� ' _ 1 \ \ \ \ \ \ -- - _ \ � � !' - /; ' - - / / / / / i � / - - � )l 1-1 x / / - ' fi I _ �`��✓ I :�� / ' / / / ' // / / / // // / - � - _ - -- - - - 'i - - - - - - // / - ' / I \ \ - \ -- :: - - - -- ` - --' - / �/ / / / / ' '' / / /' m 10 / ' - / / ' / ' '/ /// ' -'- --- ' - i . -'\ \ 11 - - - - - - - -- '-' // / / / / - ' ,' .1 / / , /'/ /// llI/ / --� - - - -'/ / ,- - \ \\ \ � _--__ 'i ---_��//// i'/i // //// //7//- % I rt] SCALE 1"=50' / .1 ♦ / / / / / / / 111 // -- /� \ \ _ - - _ �f 1f / -i I / / / / / - % _ / wow-_ - - -_ -_ - - = / / / / / / /'�� I l I j / UG/ ' ' /' / /'' / ,' / /'''/'/''/ '/ \ \��-'- �'�' - _ - - ' '- /' / \ \ \ \ '-�_ ��\ \ / -- - 1 \ \ -/ _ i� i�//- i i �� -i i %i , -- / / / `/' // ` �\ \,,,,- A' 0 50' 100' I / / / / / l - - - / \ - I \ / , / i - - - / / / // / / ��:� -i � / / / / '// ' '�,/ ///// _ _ /- /'/ - __- // Il-�- �j�L'--/ 11 'j/ /---'//-/ / / �\ - / / - / / - - - - / // 1 --- Ol / I / / //// /,' 1 /�/ // -- -- -' ------ /�� - _ ///�) � -,j/ / i�,� //// /// / ////%;' // c'/ I I KEY PLAN J / / / / / -- ,-�-- //-% /- - - //- - - / / / / / / /, / / / / / ,bt P,LT H� 0 og, r` 0, , . . �* CUNT O. ,*F f ET -a 41 Lic, 164 9 f G � / I/ 2020 4v rR ; s�-10014-- "N AlL Vl* %%" M E 0 M O N c > E Lu Q E _ +� H � 41 � Q LL o LL L W O ro ,1 O� Lu L M Q J U co LuLu J-in N a.> pp N ('D Lu - Z H - �X QO � � W o Q :3 v C U j Ln � a C u, 41 rn N N M 0_ .,t 00 J ko H o' O = (D O = 1-- 0 w > LH = V a z O U) cr O i w d V W 0 z O W �z > o W U C) w Q- ti W Q' 0 N Q N 0 - DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=60' k� ui V J J 1--4 ' z �- J z 0- W 2: / I,< 1.L J2 0� p<2 a w J m (/) Lu a 0� > 0 W wza in D 3: O W 2 C)� 0� C) U) 0 0 3: ::) V / JOB NO. 40919 SHEET NO. C6.04 0 -0 N 0 O In _ N 0 a m a T C m 0 ,10 V) m w a 0 C io = fN -0 C m v- m a O = 3 C -Do_ m0 -0 of o (D 2 z m0 :2 2 O C m o -0 C c m M N a0 w (7 3 zN 02 2 a � x �-, m o w = 0 0 a o •3 a m V) ca 0 N 0 C N O _.. m0 m 0 le 0 E `o mr- U m -0 m �"a m .0 O c (no In m U -0 c 0 m C U) C OL)m a o w2 L ff i- ROUTE PROJECT SouthwoodVillagel DESIGNER: CG DATE 4/2/2020 ROUTE PROJECT SouthwoodVillagel DESIGNER: CG DATE 4/2/2020 CHECKED: UNITS:NGLISH CHECKED: UNITS:NGLISH f Ono .++ i C L I N W. -1/ 112020 ~ s i4,'000t M E O O U N N O Q O > E W O E � W � � U Q LL O LL L W O ra rH ¢_jUm z J - Ln O w d O N d C7W N� 41 O � H : V is W Qj ILL W IC 7 � i v N Z Z =U >� O W N W Q M00 O W k 0 QUJI JI <Y � Q O W C7 � W O tY 0 O w N > w O W_ = Q N V t� Q z O cn DATE 10/30/19 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT ® CHECKED BY • C. SHIFFLETT • ! SCALE N/A W �/ J uJ \^/ I V / z z O CW G J w J O � .J Jwa �U W Q 1 > lJ . 0 W LLJ z z Q W W I..L 0- O O O V JOB NO. 40919 SHEET NO. C6.05 VT N E- -i'P 2.180 0.25 0.5450 INLET ¢ y w Sag Inlets Only ° INLET U U uoi `�-' °la vi av Ua2 F U a f° � � �F V 0 � t• � a v3i ., o. x ti 9; � .i w= H� Sag Inlets Only 210 DI-3B 6.000 0.059 0.90 0.0531 ORIQi'I' 0.027 0.25 0.00675 0.06 4 0.24 0 0.240 0.0289 0.0208 1.388 2.000 1.44092 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.144 6.000 1.448 1.000 0.240 0.000 1.387 212 DI-3B 6.000 0.037 0.90 0.0333 O.000RI 0.006 0.25 0.0015 0.03s 4 0.14 0 0.140 0.0289 0.0208 1.134 2.000 1.76367 0.0833 4.00481 1.000 3.50 0.14s8 0.1666 3.304 6.000 1.816 1.000 0.140 0.000 1.134 214 DI-2A 2 O.lM2 0.90 0.0378 O.000RI 0.013 0.25 0.00325 0.041 4 0.164 0 0.164 O.OZOII 0.0208 1.289 2.000 1.55159 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.162 2000 0.633 O.S35 0.137 0.027 1.289 216 DI-3B 6.000 D.238 0.90 0.2142 ORK3-iT 0.126 0.25 0.0315 0.053 0.20 0.0106 0.256 4 1.07A 0 1.024 0.0200 0.0208 4.079 2.000 0.49032 0.0833 4.00481 0.943 3.50 0.1458 0.1584 7.036 6.000 0.853 0.968 0.991 0.033 2.518 218 DI-1 1.000 0.071 0.90 0.0639 0.000'RI 0.083 0.25 0.02075 o.oaz o.20 o.Dosa 0.093 4 0.372 0 0.372 0.0700 0.0208 1.386 2.000 1.443 0.O833 4.00481 1.000 3.50 0.1458 0.1666 6.495 1:000 0.154 1.000 0.372 0.000 1.385 220 DI-3B 6.000 0.157 0.90 0.1413 ORIQ-IT 0.055 0.25 0.01375 0.155 4 0.62 0 0.620 0.0200 0.0208 2.483 2.000 0.80548 0.0833 4.00481 0.998 3.50 0.1458 0.1664 5.533 6.000 1.084 1.000 0.620 0.000 2120 222 DI-2B 6 0.196 0.90 0.1764 ORIQi'I' 0.177 0.25 0.04425 0.221 4 0.884 0 0.884 0.0300 0.0208 2960 2.000 0.67568 0.0833 4.00481 0.990 3.50 0.1458 0.1651 7.285 2000 0.824 0.956 0.845 0.039 2.239 224 DI-2B 6 0.142 0.90 0.1278 WRIGHT 0.064 0.25 0.016 0.144 4 0.57b 0 0.576 0.0389 0.0208 1.822 2.000 1.04769 0.0833 4.00481 1.000 3.50 0.1458 0.1666 6.543 2.000 0.917 0.989 0.569 0.007 1.822 226 DI-3B 6.000 0.092 0.90 0.0828 O.000RI 0.025 0.25 0.00625 0.089 4 0.356 0 0.356 0.0389 0.0208 1.522 2.000 1.31406 0.0833 4.00481 1.000 3.50 0.14s8 0.1666 5.346 6.000 1.122 1.000 0.356 0.000 1.521 228 DI-3B 4.000 0,047 0.90 0.0423 ORICdi'I 0.011 0.25 0.00275 0.045 4 0.18 0 0.180 0.0100 0.0208 1.520 2.000 1.31579 0.0833 4.00481 1.000 3.50 0.1458 O.1G66 2671 4.000 1.498 L000 0.180 0.000 1.520 230 DI-3B 6.000 0.096 0.90 0.0864 ORIQ-IT 0.029 0.25 0.00725 0.053 0.20 0.0106 0.104 4 0.416 0 0.416 0.0100 0.0208 2.321 2.W0 0.8617 0.0833 4.00481 0.999 3.50 0.1458 0.1665 3.799 6.000 1.579 1.000 0.416 0.000 2.079 232 DI-3B 6.000 0.180 0.90 0.162 ORIQ-IT 0.035 0.25 0.00875 0.171 4 0.684 0 0.684 0.0100 0.0208 3.895 2.000 0.51348 0.0833 4.00481 0.953 3.s0 0.1458 0.1595 4.798 6.000 1.251 I.000 0.684 0.000 2.472 234 DI-1 2000 0.211 0.90 0.1899 BaaWLt. O.000RI 0.051 0.25 0.01275 BacWLt. 0.016 0.20 0.0032 BacWLt. 0.206 4 0.824 0 BacWLt. 0 4 0 0 Ahead/Rt. 0.824 0.0100 2.000 .. O.S24 2.368 T > 8.0 ft 2+6 DI-1 2000 0.461 0.90 0.4149 BacWIk. 0.000'RI 0.035 0.25 0.00875 BacWLt. 0.724 0.20 0.1448 BaaWLt. 0.568 4 2272 0 BacWLt. 0 4 0 0 Ahead/Rt. 2.272 0.001 2.tllro 2 2272 4.657 T > 8.0 ft 238 DI-1 1.000 0.063 0.90 0.4567 BacWLt. 0.000'RI 0.030 0.25 0.4075 BacWLt. 0.064 4 0.256 0 BacWLt. 0 4 0 0 Ahead/Rt. 0.256 0.001 1.000 1 0.256 1.693 T > 8.0 ft 240 DI-1 1.000 0.049 0.90 0.0441 BacWLt. 0.000'RI 0.014 0.35 0.0049 BacWLt. 0.049 4 0.196 0 BaaWix. 0 4 0 0 Ahead/Rt. 0.196 0.001 1.000 1 0.196 1.417 T > 8.0 ft 242 DI-3B 6.000 0.211 0.90 0.1899 ORIC3iT 0.051 0.25 0.01275 0.016 0.20 0.0032 0.206 4 0.824 0 0.824 0.0100 0.0208 4.502 2.000 0.44425 0.0833 4.00481 0.919 3.50 0.1458 0.1548 5.289 6.000 1.134 L000 0.824 0.000 2.624 302 DI-3C 6.000 0.382 0.90 0.3438 BacWIY. O.000RI 0.063 0.25 0.01575 BacWLt. 0.36 4 1.44 0 0.0200 0.0208 5.209 2.000 0.38395 0.0833 4.00481 ?.50 BacWLt. 0 4 0 0 Ahead/Rt. 1.440 0.0200 6 1.440 1.943 0.166 0.333 0.498498 3.943 7.782 W ev Flow 404 DI-1 2000 0.406 0.90 0.3654 Backlit. O.000RI 0.196 0.25 0.049 BacWLt. 0.414 4 1.656 0 Back/1-1. 0 4 0 0 Ahead/Rt. 1.656 0.001 2.000 2 1.65b 3.772 T > 8.0 ft 404A DI-1 2000 0.070 0.90 0.063 BacWLi. 0.000'RI 0.079 0.25 0.01975 BaaWLt. 0.083 4 0.332 0 BacWLt. 0 4 0 0 Ahead/Rt. 0.332 0.0100 2.000 2 0.332 1.292 T > 8.0 ft 406 DI-1 2000 0.122 0.90 0.1098 Back/IA. 0.000'RI 0.089 0.25 0.02225 Back/IA. 0.132 4 0.528 0 BacWI1. 0 4 0 0 Ahead/Rt. 0.528 0.001 2.000 2 0.528 1.760 T > 8.0 ft 408 DI-1 2000 0.054 0.90 0.0486 O.000RI 0.053 0.25 0.01325 0.062 4 0.248 0 0.248 0.0500 0.0208 1.268 2.000 1.57729 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.952 2.000 0.404 I.000 0.248 0.000 1.268 412 DI-1 2000 0.073 0.90 0.0657 BacWLt. O.000RI 0.068 0.25 0.017 BacWLt. 0.083 4 0.332 0 0.001 0.0208 5.313 2.000 0.37644 0.0833 4.00481 3.50 BacWLt. 0 4 0 0 Ahead/Rt. 0.332 0.001 2.000 2 0.332 0.946 0.166 4.945 3.789 WevFlow 414 DI-3B 6.000 0.151 0.90 0.1359 O'RIQi'I' 0.054 0.25 0.0135 0.149 4 0.596 0 0.596 0.0400 0.0208 1.836 2.000 1.08932 0.O833 4.00481 1.000 3.50 0.1458 0.1666 6.694 6.000 0.896 0.983 0.586 0.010 1.835 416 DI-3B 6.000 0.031 0.90 0.0279 O'RIC3-IT 0.043 0.25 0.01075 0.039 4 0.156 0 0.156 0.0200 0.0208 1.265 2.000 1.58103 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.096 6.000 1.938 1.000 0.156 0.000 1.265 418 DI-3B 6.000 0.063 0.90 0.0567 ORIQ�iT 0.016 0.25 0.004 0.015 0.20 0.003 0.064 4 0.256 0 0.256 0.049b 0.0208 1.285 2.000 1.55642 0.0833 4.00481 1.0011 3.50 0.1458 0.1666 5.007 6.000 1.198 t.000 0.256 0.000 1.285 420 DI-3B 6.000 0.066 0.90 0.0594 O'RIQi'I' 0.041 0.25 0.01025 0.07 4 0.28 0 0.280 0.0400 0.0208 1.384 2000 1.44509 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.874 6.000 1.231 1.000 0.280 0.000 1.383 506 DI-3B 6.000 0.024 0.90 0.0216 ORIQ�iT 0.010 0.25 0.0025 0.024 4 0.096 0 0.096 0.0131 0.0200 1.142 2.000 1.75131 0.0833 4.165 1.000 3.52 0.1466 0.1666 2224 6.000 2.698 1.000 0.096 0.000 1.142 508 DI-3C 6.000 0.060 0.90 0.054 BacWLf. O.000RI 0.230 0.25 0.0575 BacWLf. 0.112 4 0.448 0 BacWLt. 0.320 0.61 0.1952 Ahead/Rt. 0.195 4 0.78 0 0.0131 0.0200 3.952 2.000 0.50607 0.0833 4.165 3.52 Ahead/Rt. 1.228 0.0131 6 1.228 1.747 0.160 0.333 0.48048 3.747 7.278 Werc Flow LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 10 PROJECT: LOCATION: COUNTY: Southwood Charlottesville Redevelopment -Village 1 Designed by: CG Checked by: UNITS ENGLISH LD-347 PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year �► 07 000 ice. " P r ++ # #r CLINT 7 S FFLET • +� Li41112020 4•' � �N FLOW TIME BRAIN. RUNOFF CA RAIN RUNOFF INVERT ELEVATION,' LENGTH SLOPE SIZE SHAPE Nxuxxber Capacity Friction NORIviAL FLOW M E O Q U N N = ILL! a E UJ U aWo� w C] L wO n3,1 Q J U 0 a J - ui w " aiA ON U' UJ N � M H O� X w oa =� � N = U ' r) o N N M o w H z O - a 1"1 � U w O z O > Lij � Z W O Z O 4 W ti W � O _ U O 2 H w = Q z O O } a O N DATE 10130119 DRAWN BY C. GAYNER • • • • • • CL 0 DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A W V z W W J Q O � LULU C0 W Q \ < / O Wiz QZ W O O O V z O �- U J v UJ UJ L.L LD-347 PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year LD-347 PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year JOB NO. 40919 SHEET NO. C6.06 PIPE FROM POINT TO POINT AREA COEFF. INC`RE- ACCUIvI- INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/mm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE Lo (FVM) FRICTION SLOPE, Sfo (FT/FT) (rWM) FRICTION LOSS Flf (FUM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Fit (FVM) Inlet Shaping? Y/N 0.5 Fit FV FINAL H Inlet Water Surface Elevation Top of MH Top of Inlet rev. Adjustment? Vo Contr. Ho (FUM) Vi Vi'2/2g Fi (Expo) 0.35`M4X. (Vi212g) SKEW Angle K Bend H (FVM) Sum HL (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 100 403.170 102B 403.170 3.00 405.570 36 64.170 216.81 0.00824 1.787 12.681 0.624 12.676 2.495 0.873 0.0 0.00 0.000 1.498 0.000 1.498 YES 0.749 2.536 408.106 414.710 O.K. 102A 405.980 3.00 408.380 36 64.170 185.77 0.00824 1.532 12.676 0.624 12.685 2.499 0.875 0.0 0.00 0.000 1.498 0.000 1.498 YES 0.749 2.281 410.661 416.000 O.K. 102 408.400 3.00 410.800 36 64.170 92.73 0.00824 0.764 12.685 0.625 13.296 2.745 0.961 0.0 0.00 0.000 1.585 0.000 1.585 YES 0.793 1.557 412.357 415.000 O.K. 104 409.660 2.50 412.357 30 36.533 82.26 0.00707 0.581 13.296 0.686 11.772 2.152 0.753 0.0 0.00 0.000 1.439 0.000 1.439 YES 0.720 1.301 413.658 424.630 O.K. 122 410.870 2.50 413.658 30 34.421 19.16 0.00627 0.120 11.772 0.538 11.727 2.135 0.747 0.0 0.00 0.000 1.285 0.000 1.285 YES 0.643 0.763 414.421 423.360 O.K. 124 415.290 2.50 417.290 30 34.421 207.44 0.00627 1.301 11.727 0.534 13.088 2.660 0.931 0.0 0.00 0.000 1.465 0.000 1.465 YES 0.732 2.034 419.843 424.420 O.K. 126 418.500 2.50 420.500 30 34.421 130.62 0.00627 0.819 13.088 0.665 16.128 4.039 1.414 0.0 0.00 0.000 2.079 0.000 2.079 YES 1.039 1.859 422.430 426.820 O.K. 128 421.100 2.50 423.100 30 34.421 84.11 0.00627 0.528 16.128 1.010 23.662 8.694 3.043 0.0 0.00 0.000 4.053 0.000 4.053 YES 2.026 2.554 425.654 430.210 O.K. 130 424.710 2.50 426.710 30 34.421 56.67 0.00627 0.355 23.662 2.173 11.739 2.140 0.749 0.0 0.00 0.000 2.922 0.000 2.922 NO 2.922 3.278 431.223 444.190 O.K. 132 436.350 2.50 438.350 30 34.421 31.93 0.00627 0.200 11.739 0.535 11.615 2.095 0.733 0.0 0.00 0.000 1.268 0.423 1.268 YES 0.634 0.834 439.184 443.770 O.K. 134 438.650 1.25 439.650 15 0.877 28.11 0.00016 0.005 4.974 0.096 0.000 0.000 0.000 0.0 0.00 0.000 0.096 0.877 0.125 YES 0.062 0.067 439.717 443.490 O.K. 106 419.620 2.00 421.220 24 12.796 64.48 0.00285 0.184 13.127 0.669 10.141 1.597 0.559 0.0 0.00 0.000 1.228 0.272 1.228 YES 0.614 0.798 422.897 432.440 O.K. 108 422.300 2.00 423.900 24 12.524 71.00 0.00273 0.194 10.141 0.399 7.509 0.876 0.306 0.0 0.00 0.000 0.706 0.274 0.706 YES 0.353 0.547 424.551 432.850 O.K. 110 428.030 1.25 429.030 15 1.881 92.51 0.00076 0.070 8.286 0.267 8.414 1.099 0.385 0.0 0.00 0.000 0.651 0.138 0.651 YES 0.326 0.396 432.490 437.000 O.K. 112 432.290 1.25 433.290 15 1.743 187.08 0.00065 0.121 8.414 0.275 7.114 0.786 0.275 0.0 0.00 0.000 0.550 0.627 0.715 YES 0.357 0.479 441.922 446.640 O.K. 114 441.740 1.25 442.740 15 1.116 80.77 0.00027 0.021 7.114 0.196 5.485 0.467 0.164 0.0 0.00 0.000 0.360 0.658 0.468 YES 0.234 0.255 445.602 450.400 O.K. 116 445.470 1.25 446.470 15 0.458 89.15 0.00004 0.004 5.485 0.117 0.000 0.000 0.000 0.0 0.00 0.000 0.117 0.458 0.152 YES 0.076 0.080 449.680 454.550 O.K. 136A 436.930 2.50 439.184 30 33.233 62.29 0.00585 0.364 11.615 0.524 11.616 2.095 0.733 0.0 0.00 0.000 1.257 0.136 1.257 YES 0.629 0.993 440.177 445.040 O.K. 136 437.960 2.50 440.177 30 33.097 66.12 0.00580 0.383 11.616 0.524 10.721 1.785 0.625 0.0 0.00 0.000 1.148 0.857 1.148 YES 0.574 0.958 441.135 447.660 O.K. 144 439.240 2.50 441.240 30 23.877 250.15 0.00302 0.755 10.721 0.446 9.079 1.280 0.448 0.0 0.00 0.000 0.894 0.404 0.894 YES 0.447 1.202 444.149 454.080 O.K. 148 443.090 2.50 445.090 30 22.478 128.94 0.00267 0.345 9.079 0.320 11.663 2.112 0.739 0.0 0.00 0.000 1.059 0.455 1.059 YES 0.530 0.875 445.965 458.100 O.K. 150 451.080 2.50 453.080 30 22.023 142.26 0.00257 0.365 11.663 0.528 11.620 2.097 0.734 0.0 0.00 0.000 1.262 1.838 1.262 YES 0.631 0.996 454.942 461.470 O.K. 154 455.750 2.50 457.750 30 19.571 193.80 0.00203 0.393 11.620 0.524 11.079 1.906 0.667 0.0 0.00 0.000 1.191 0.671 1.191 YES 0.596 0.989 460.869 468.610 O.K. 158 462.440 2.50 464.440 30 18.218 206.76 0.00176 0.363 11.079 0.476 10.879 1.838 0.643 0.0 0.00 0.000 1.120 0.582 1.120 YES 0.560 0.923 467.492 478.640 O.K. 162 472.870 2.50 474.870 30 17.023 178.55 0.00153 0.274 10.879 0.459 3.272 0.166 0.058 0.0 0.00 0.000 0.518 0.366 0.518 YES 0.259 0.533 477.329 488.220 O.K. 164 482.950 1.25 483.950 15 0.478 39.74 0.00005 0.002 3.272 0.042 8.341 1.080 0.378 0.0 0.00 0.000 0.420 0.478 0.546 YES 0.273 0.275 484.225 488.210 O.K. 166 479.140 2.50 484.225 30 16.204 120.98 0.00139 0.168 8.341 0.270 8.316 1.074 0.376 0.0 0.00 0.000 0.646 0.094 0.646 YES 0.323 0.491 484.716 491.970 O.K. 168 480.450 2.50 484.716 30 16.110 41.18 0.00137 0.057 8.316 0.268 9.866 1.511 0.529 0.0 0.00 0.000 0.797 0.082 0.797 YES 0.399 0.455 485.171 492.170 O.K. 170 480.960 1.50 485.171 18 5.295 242.68 0.00226 0.549 6.327 0.155 6.067 0.572 0.200 0.0 0.00 0.000 0.355 0.696 0.355 YES 0.178 0.727 485.898 488.920 O.K. 172 483.490 1.25 485.898 15 4.599 41.33 0.00451 0.187 6.067 0.143 0.000 0.000 0.000 0.0 0.00 0.000 0.143 4.599 0.186 YES 0.093 0.279 486.178 488.760 O.K. 120 423.820 2.00 425.420 24 10.660 61.43 0.00198 0.121 7.509 0.219 0.000 0.000 0.000 0.0 0.00 0.000 0.219 0.000 0.219 YES 0.109 0.231 425.651 432.910 O.K. 138 439.050 2.00 441.135 24 9.489 34.06 0.00157 0.053 6.704 0.174 6.437 0.643 0.225 0.0 0.00 0.000 0.400 0.786 0.400 YES 0.200 0.253 441.388 448.020 O.K. 140 439.420 2.00 441.388 24 8.703 79.43 0.00132 0.105 6.437 0.161 10.558 1.731 0.606 0.0 0.00 0.000 0.767 0.709 0.767 YES 0.383 0.488 441.876 445.030 O.K. 142 440.400 1.25 441.876 15 7.994 63.87 0.01364 0.871 10.558 0.433 0.000 0.000 0.000 0.0 0.00 0.000 0.433 7.994 0.563 YES 0.281 1.153 443.060 449.240 O.K. 146 448.860 1.25 449.860 15 1.112 37.79 0.00026 0.010 5.347 0.111 0.000 0.000 0.000 0.0 0.00 0.000 0.111 1.112 0.144 YES 0.072 0.082 449.942 454.560 O.K. 152 456.660 1.25 457.660 15 0.674 37.79 0.00010 0.004 3.777 0.055 0.000 0.000 0.000 0.0 0.00 0.000 0.055 0.674 0.072 YES 0.036 0.040 457.700 461.950 O.K. 156 463.090 1.25 464.090 15 0.739 37.80 0.00012 0.004 4.746 0.087 0.000 0.000 0.000 0.0 0.00 0.000 0.087 0.739 0.114 YES 0.057 0.061 464.151 468.690 O.K. 160 473.940 1.25 474.940 15 0.654 37.79 0.00009 0.003 3.682 0.053 0.000 0.000 0.000 0.0 0.00 0.000 0.053 0.654 0.068 YES 0.034 0.038 474.978 479.120 O.K. 600 485.450 2.00 487.050 24 11.334 64.63 0.00224 0.144 9.866 0.378 0.000 0.000 0.000 0.0 0.00 0.000 0.378 0.000 0.378 NO 0.378 0.522 487.572 492.980 O.K. INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/mm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE Lo (FVM) FRICTION SLOPE, Sfo (FT/FT) (NVM) FRICTION LOSS Flf (FUM) JUNCTION LOSS SURFACE FLOW Adj. Fit 1.3 Fit (FVNT) Inlet Shaping? Y/N 0.5 Fit (FVM) FINAL H (FVM) Inlet Water Surface Elevation Top of MH Top of Inlet Bev. APPROX. Adjustment? Vo Contr. Fb (FVM) Vi Vi`2/2g hi (Expo) 0.35`M4X. (Vi2/2g) SKEW Angle K Bend H (Ft/4 Sum HL (Ft/PI) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) {19) 300 430.910 302 430.910 1.25 431.910 15 2.335 14.12 0.00116 0.016 5.117 0.102 0.000 0.000 0.000 0.0 0.00 0.000 0.102 2.335 0.132 YES 0.066 0.083 431.993 433.070 O.K. INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/mm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE Lo (FVM) FRICTION SLOPE, Sfo (FTlFT) (MrM) FRICTION LOSS Hf (FVM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Fit (FVM) Inlet Shaping? Y/N 0.5 Fit (FVM) FINAL H (FVM) Inlet Water Surface Elevation Top of MH Top of Inlet Bev. APPROX. Adjustment? Vo Contr. Ho (FVM) Vi Vi`2/2g Fi (Expo) 0.35`M4X. (Vi2/2g) SKEW Angle K Bend H (FVM) Sum HL (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 400 430.910 402 430.910 1.50 432.110 18 8.449 40.95 0.00576 0.236 6.116 0.145 9.157 1.302 0.456 0.0 0.00 0.000 0.601 1.732 0.781 YES 0.391 0.627 432.737 435.170 O.K. 406 432.110 1.25 433.110 15 3.729 7.51 0.00297 0.022 9.157 0.326 8.581 1.143 0.400 0.0 0.00 0.000 0.726 0.820 0.943 YES 0.472 0.494 433.604 436.910 O.K. 408 432.470 1.25 433.604 15 2.909 172.89 0.00181 0.312 8.581 0.286 6.739 0.705 0.247 0.0 0.00 0.000 0.533 0.391 0.533 YES 0.266 0.579 438.920 445.650 O.K. 410 438.950 1.25 439.950 15 2.518 38.46 0.00135 0.052 6.739 0.176 5.834 0.529 0.185 0.0 0.00 0.000 0.361 0.000 0.361 YES 0.181 0.233 440.183 448.380 O.K. 416 443.700 1.25 444.700 15 1.047 120.74 0.00023 0.028 7.247 0.204 3.800 0.224 0.078 0.0 0.00 0.000 0.282 0.251 0.367 YES 0.184 0.212 449.959 457.970 O.K. 418 452.740 1.25 453.740 15 0.796 45.58 0.00014 0.006 3.800 0.056 3.206 0.160 0.056 0.0 0.00 0.000 0.112 0.338 0.145 YES 0.073 0.079 453.819 459.110 O.K. 420 453.300 1.25 454.300 15 0.458 29.43 0.00004 0.001 3.206 0.040 0.000 0.000 0.000 0.0 0.00 0.000 0.040 0.458 0.052 YES 0.026 0.027 454.327 458.440 O.K. 404A 431.300 1.25 432.737 15 3.108 28.45 0.00206 0.059 4.851 0.091 4.686 0.341 0.119 0.0 0.00 0.000 0.211 0.401 0.211 YES 0.105 0.164 432.901 437.240 O.K. 404 431.600 1.25 432.901 15 2.708 106.66 0.00157 0.167 4.686 0.085 0.000 0.000 0.000 0.0 0.00 0.000 0.085 2.708 0.111 YES 0.055 0.222 433.123 436.490 O.K. 412 439.820 1.25 440.820 15 1.515 56.58 0.00049 0.028 5.834 0.132 5.118 0.407 0.142 0.0 0.00 0.000 0.274 0.540 0.357 YES 0.178 0.206 441.281 445.890 O.K. 414 441.060 1.25 442.060 15 0.975 37.42 0.00020 0.008 5.118 0.102 0.000 0.000 0.000 0.0 0.00 0.000 0.102 0.975 0.132 YES 0.066 0.074 442.134 446.070 O.K. PROJECT Southwood Redeveopment- Village 1 SHEET UNITS OF ENGLISH CULVERT DESIGNER: REVIEWER: DESIGN FORMED-269 DATE: DATE: 4/2/2020 ROAD COUNTY Albemarle (Zone 2) CULVERT 501 VA NOAA Station Charlottesville HYDROLOGICAL DATA Method: INPUT Drainage Area: 3.317 Time of Concentration 5 DESIGN FLOWS Shldr. Elsf= Eli= L= S= SKEW- Elev. Lt. = ELHWd= 454.54 452.94 ft 452.86 ft 121.9 ft 7.88% 0 0 Roadway Width 28.7 ft ft-- ------Q ------------------------------------------------ H%Ni -------------- DEPRESSION "n" Bed ft ROADWAY __ 0 ill.---- 0.013 ELEVATION ed Stream Bed-,., 456.53 ft ------------- _ Elo= Road Length 100 Freeboard Shldr. Elev. Rt.= H TW DEPTH TWTWVEL. -`- ChannelIuv.El.. 443.25 ft Suface Type #VALUE ! 0.27 3.25 443.25 PAVED ft ft ft fps ft R.I. (years) FLOW (cfs) 10 Design 8.23 2 Check 6.43 25 Max 10.35 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: Smooth Tapered Inlet Throat TOTAL FLOW Q cfs FLOW PEF BARREL QN cfs HEADWATER CALCULATIONS CONTROL HEADWATER ELEV ft OUTLET NE fps MINIMUM SHOULDER ELEV. ft COMMENTS INLET CONTROL OUTLET CONTROL Single /MultipleConforming / Broken Back Culverts HWiD HR'i ft FALL ft ELHR'i ft TW ft do ft (dc+D)/2 ft ho ft ke H ft ELHWo ft MATERIAL SHAPE Size (in) N Mannings n Concrete Circular l8 1 0.01 8.23 8.2 1.12 1.68 0.08 454.54 0.27 1.11 1.31 1.31 0.20 1.15 445.70 454.54 14.30 6.43 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1.24 0.20 0.70 445.19 454.33 13.34 10.35 10.4 1.31 1.96 0.08 454.82 0.30 1.24 1.37 1.37 0.20 1.82 446.43 454.82 15.21 Broken Back Cube rt TAILR'ATFR DATA: TAILIVATER RES ULTS : ROADWAY DATA: ROAD WAY O V'ERT0 PPING: LENGTH Elev. SKER o Chancel Shape Triangular 0.00 'In" 0.035 Discharge cfs Elevation ft Flow depth ft Velocity fps Shear force PSF Roadv�y Width, ft 28.7 Overtopping Discharge Discharge cfs CfS Overtopping Elevation ft Bottom Width. ft Side Slope Lt: (H:1V) Side Slope R'. (H:1V) Channel Slope, ft/ft Surface Type PAVED 50.00 Design 443.52 0.27 3.25 1.42 Top of Road Elevation, ft 456.53 Design 0 0.00 18.00 Check 443.50 0.25 3.06 1.29 Length of Road, ft 100 Check 0 0.00 0.0830 Max. 443.55 0.30 3.44 1.54 Max. 0 0.00 Distance Elevation 'In"_ TECHNICAL FOOTNOTES: (1) USE Q/NB FOR BOX CULVERTS (4) ELhi = HWi + ELi (INVERT OF INLET CONTROL SECTION) (6) ho = TIN or (dc + D/2) (WHICHEVER IS GREATER) (2) HWi/D = HW/D OR HWi/D FROM DESIGN CHART S (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7) H = [1 + ke + (29112L)/R1-3 1vz/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERT S ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS /DISCUSSION: CULVERT BARRELS ELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HWi HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFT byENSOFTEC, INC. PROJECT Southwood Redeveopment -Village 1 SHEET OF UNITS ENGLISH CULVERT DESIGN DESIGNER REVIEWER: FORM LD-269 DATE: DATE: 4/2/2020 ROAD COUNTY Albemarle (Zone 2) CULVERT 509 VA NOAAStation Charlottesville HYDROLOGICAL DATA Metbod: RATIONAL RoadvavWidth 10 ft ROADWAY ELEVATION 488.00 ft Road Length 25 Suface Type PAVED Drainage Area: 1.102 Acres Freeboard= #VALUE! ft Tune of Concentration 5 Minutes Shldr. Elev. Lt. = ft Shldr. Elev. Rt.= ft DESIGN FLOWS ELHWd 485.05 ft-------- --------------------------------------------- ---------- -- R.I. (years) FLOW (cfs) Elsf= Eli= L= S- SIsEW= 483.78 ft 483.70 ft 23.83 ft 0.50% 0 0 H-M - ------ "'---- DEPRESSION "n" Bed -__ 0 in. 0.013 Stream Bed --- _____ - _ ______ Elo= IF H TW DEPTH TW TW VEL. Channel Inv.E L ---__ 483.58 ft 0.55 5.02 483.52 ft fps ft 10 Design 5.26 2 Check 2.25 25 Max 6.62 CLLVERT DESCRIFT I0N: TYPE: Single/Multiple Conforming Inlet Edge Description: TOTAL FLO'%VPEF HEADWATER CALCULATIONS CONTROL MINIMUM Smooth Tapered Inlet Throat FLOW Q BARREL Q/=`r INLET CONTROL OUTLET CONTROL HEADWATER ELEV OUTLET VEL SHOULDER ELEV. COMMENTS Single/Multiple Conforming/ Broken Back Culverts HA'i/D HIA'i FALL ELHVI'i TW do (dc+D)/2 ho ke H ELHWo Maunings MATERIAL SHAPE S1Ze (in) N cfs cfs ft ft ft ft ft ft ft ft ft ft fps ft I1 Concrete Circular 24 1 0.01 5.26 0.68 1.17 0.08 484.87 0.55 0.81 1.41 1.40 0.20 0.07 485.05 485.05 4.57 2.25 23 0.58 0.73 0.08 484.43 0.40 0.52 1.26 1.26 0.20 0.01 484.85 484.85 3.60 6.62 6.6 0.72 1 1.33 0.08 485.03 0.60 1 0.91 1.46 1.46 0.20 1 0.10 485.14 11 485.14 1 4.86 Broken Back Culvert LENGTH I Elev. SKEW 0 TAILWATFR DATA: Channel Shape Triangular Bottom Width, ft Side Slope Lt: (HAV) Side Slope R ,. (H:1 V) Channel Slope, ft/ft 0.00 3.00 4.00 0.0830 Distance Elevation TAILWATER RES LT.T S : Flow Shear Discharge Elevation Velocity ` depth force n 0.035 cfs ft ft fps PSF Design 484.07 0.55 5.02 2.84 Check 483.92 0.40 4.06 2.06 Max 484.12 1 0.60 1 5.32 3.09 YDWAY DATA: ROADWAY OVERTOPPING: I -my Width. ft 10 Discharge Overtopping Discharge cfs cfs Overtoppir Elevation ft ice Type PAVED of Road Bevation, ft 488 Design 0 0.00 1th of Road, ft 25 Check 0 0.00 i14- 0 0.00 TECHNICAL FOOTNOTES: (1) USE Q/NB FOR BOX CULVERT S (4) ELhi = HWi + ELi (INVERT OF INLET CONTROL SECTION) (6) ho = TW or (dc + D/2) (WHICHEVER IS GREATER) (2) HWi/D = HW/D OR HWi/D FROM DESIGN CHARTS (5) T W BASED ON DOWNSTREAM CONTROL OR FLOW (7) H = [I + ke + (29nzQ/Rt 33]vz/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COA'IMENTS /DISCUSSION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HWi HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streatubed ENTRANCE: C culvert face CULVERTSOFT by ENSOFTEC, INC. LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year PROJECT: Southwood Rede\,elopment -Village 1 DESIGNED BY: CG Checked: INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/mm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE Lo (FVM) FRICTION SLOPE, Sfo (FT/FT) ("M) FRICTION LOSS Ht (Ft'fI) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FVIVI) Inlet Shaping? Y/N 0.5 Ht (Ft/NI) FINAL H (FVM) Inlet Water Surface Elevation Top of MH Top of Inlet Bev. APPROX. Adjustment? Vo Contr. Ho (Ft/4 Vi Vi'2/2g Hi (Expn) 0.35`WX. (Vi2/2g) SKEW Angle K Bend H (Ft/K Sum HL (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 200 414.000 202 414.000 2.00 415.600 24 18.947 87.55 0.00733 0,642 14.945 0.867 11.266 1.971 0.690 0.0 0.00 0.000 1.557 0.000 1.557 YES 0.778 1.420 419.228 432.800 0. K. 202A 427.230 2.00 428.830 24 18.947 36.60 0.00625 0.229 11.266 0.493 11.223 1.956 0.685 0.0 0.00 0.000 1.177 0.310 1.177 YES 0.589 0.817 429.647 433.730 0. K. 204 428.060 2.00 429.660 24 18.637 60.11 0.00605 0.363 11.223 0.489 10.883 1.839 0.644 0.0 0.00 0.000 1.133 0.598 1.133 YES 0.566 0.930 430.590 434.300 0. K. 208 429.970 2.00 431.570 24 16.442 121.60 0.00471 0.572 10.883 0.460 10.745 1.793 0.627 0.0 0.00 0.000 1.087 0.793 1.087 YES 0.544 1.116 433.370 438.320 0. K. 210 432.500 2.00 434.100 24 15.649 130.70 0.00426 0.557 10.745 0.448 10.694 1.776 0.622 0.0 0.00 0.000 1.070 0.372 1.070 YES 0.535 1.092 436.053 441.500 0. K. 212 435.210 2.00 436.810 24 15.276 29.93 0.00406 0.122 10.694 0.444 10.641 1.758 0.615 0.0 0.00 0.000 1.059 0.218 1.059 YES 0.530 0.651 437.461 441.760 0. K. 214 435.910 2.00 437.510 24 15.058 46.05 0.00395 0.182 10.641 0.440 11.052 1.897 0.664 0.0 0.00 0.000 1.103 0.256 1.103 YES 0.552 0.733 438.243 442.900 0. K. 220 437.600 2.00 439.200 24 12.740 86.02 0.00282 0.243 11.052 0.474 7.728 0.927 0.325 0.0 0.00 0.000 0.799 0.974 0.799 YES 0.399 0.642 440.539 445.620 0. K. 222 439.850 2.00 441.450 24 11.766 30.95 0.00241 0.075 7.728 0.232 9.332 1.352 0.473 0.0 0.00 0.000 0.705 1.393 0.705 YES 0.353 0.427 441.877 445.120 0. K. 224 1 440.680 1.25 441.877 15 1.517 203.53 0.00049 0.100 7.125 0.197 3.467 0.187 0.065 0.0 0.00 0.000 0.262 1 0.935 0.341 1 YES 0.171 0.271 448.097 452.830 0. K. 226 448.080 1.25 449.080 15 0.582 30.79 0.00007 0.002 3.467 0.047 0.000 0.000 0.000 0.0 0.00 0.000 0.047 0.582 0.061 YES 0.030 0.033 449.113 453.340 0. K. 206 429.680 1.25 430.680 15 1.714 29.71 0.00063 0.019 5.475 0.116 0.000 0.000 0.000 0.0 0.00 0.000 0.116 1.714 0.151 YES 0.076 0.094 430.774 435.250 K. -0. 216 1 437.340 1.25 1438.340 15 1 2.279 26.26 0.00111 0.029 6.529 0.165 6.355 0.627 0.219 0.0 0.00 0.000 0.385 1.671 0.500 YES 0.250 0.279 438.6191 442.800 O. K. 218 437.960 1.00 438.760 12 0.608 18.12 0.00026 0.005 6.355 0.157 0.000 0.000 0.000 0.0 0.00 0.000 0.157 0.608 0.204 YES 0.102 0.107 439.049 443.880 0. K. 228 440.230 1.50 441.877 18 9.004 27.73 0.00654 0.181 9.332 0.338 9.314 1.347 0.471 0.0 0.00 0.000 0.810 0.284 0.810 YES 0.405 0.586 442.463 466.010 0. K. 230 440.860 1.50 442.463 18 8.720 51.65 0.00614 0.317 9.314 0.337 9.125 1.293 0.453 0.0 0.00 0.000 0.789 0.660 0.789 YES 0.395 0.712 443.175 448.120 0. K. 232 442.400 1.50 443.600 18 8.060 18.43 0.00524 0.097 9.125 0.323 8.061 1.009 0.353 0.0 0.00 0.000 0.676 1.087 0.676 YES 0.338 0.435 444.035 448.690 0. K. 238 442.940 1.25 444.035 15 2.076 97.80 0.00092 0.090 7.378 0.211 6.927 0.745 0.261 0.0 0.00 0.000 0.472 0.411 0.472 YES 0.236 0.326 446.220 450.990 0. K. 240 445.970 1.25 446.970 15 1.665 64.67 0.00059 0.038 6.927 0.186 5.644 0.495 0.173 0.0 0.00 0.000 0.359 0.317 0.359 YES 0.180 0.218 448.223 455.500 0. K. 242 450.560 1.25 451.560 15 1.348 69.92 0.00039 0.027 5.644 0.124 0.000 0.000 0.000 0.0 0.00 0.000 0.124 1.348 0.161 NO 0.161 0.188 452.271 456.900 O. K. 234 442.870 1.50 444.070 18 5.055 87.04 0.00206 0.180 8.061 0.252 7.140 0.792 0.277 0.0 0.00 0.000 0.529 1.339 0.688 YES 0.344 0.524 445.187 449.650 0. K. 236 444.710 1.25 445.710 15 3.716 56.94 0.00295 0.168 7.140 0.198 0.000 0.000 0.000 0.0 0.00 0.000 0.198 3.716 0.257 YES 0.129 0.296 446.260 450.140 0. K. }LT H Hoi Are f ,b r GLINT W.00 7 S F�`.41 LET: s , f 4/1/2020 A4r rO E O O N V N U1 C > E w 6E W U Q U. o � U. L w O ry ,1 cl� UJ L M <JUco W J N D_ > p N N (� W O X 0 Q � w =U>o a C u, O O) 4� N M d � CO J � H M O U Z) O F_ 0 w W 2 U Q z O M O CL O c� (A Z 0 z O a U U) W O Z O W > O W U O LLJ Q V) j W W a DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A W V J J F� '^ z z LU 0 i I- 0< J U m J W Q ULL 1..1..1 Z L.L_ QZ) W LU Ov J Z) U 0 0 0 i D 0 v L_ JOB NO. 40919 SHEET NO. C6.07 o o � ch o 0 0 o cu o m m o �CLINT '.. " M 168: DI-3B 6 ft Throat rn M Sjull �- ~ M " o ~ �- o s + l.dC. 54 1i4 .4r � C� d � M t� 0) � N oo d � N CO 4 STA10+37.79 tiNm N v `°ter°° r-Nw N o-vim rn o cO��ti o�cvflCV ri o�M� o �/�/2020 • c0 0 00 o N � 00 166: DI 6 ft Throat o N r� 00 cfl oo rn °' ' mM�� coMLO rn� TOP492.17 STA10+37.79 m CO �F- o ED mM ti o co mo v mM and NCNo v s� , M N + o0 N aD I- it + 00 I- M+ a0 i v d M+ CO I- + 00 H N M M+ H ' 000� o00v p TOP 0o p � o00 000� p otiv v r�Z z p Nov y r prv0 prvz O INVIN480.96(169) prvz z p pry prvz z_ 0 prd z z =O p�v: po _ _ 0 prvz z =O N<IL o<IL > INVIN485.45(601) INVIN480.45(167) N<wp» > <CL N<CL > o6<CL > o<o- �Qa» > Qo-» > �c~n0? �c~n0> ? INVOUT480.86(167) INVOUT480.35(165) o z z z c0P0- �~Oz z z Lo~Oz z z cl) 0> `o r z z ��O rcn�-- - z cnl--- - co --- - cnl--_ �cn�-- - ��z z z 500 500 495 495 485 485 M E O 0 rn v N N = Q 0 > E w °� E W > � U 0) � Q � o ___ _Z o L w O v ,1 a_co z w N ,>Cl,r4 a U W u X O W rT, w p u O Q v _ v N Z Z =U >� W 0 N > M av O ui a O W w o � 0 0 w cV > Lu = a a p z O U) DATE 10130119 O } DRAWN BY C. GAYNER 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 DESIGNED BY STR 172 - STR 162 STR 164 - STR 158 STR 160 - STR 154 • C. SHIFFLETT HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • CHECKED BY • C. SHIFFLETT • • SCALE • AS SHOWN a� a� - W cu o r ti iB M o_ 0 0 OL ° v U L L r � 00 C r `i 0 00 154: DI-2B 6 ft Throat 150: DI-2B 6 ft Throat o 0 150: DI-2B 6 ft Throat o o "? = m v v LO °r° 0o o L (0 iLO oorn� STA10+37.80 STA12+31.59 000� STA10+37.79 000� o°'oOOO o oM� `� N CDC:) oarnv m�rr d opoocM 00 v - MLOv L6mm CO + 00 - TOP 468.23 TOP 461.47 m �+ r l- TOP 461.47 ch °+0 oo L N C) 4 � dv- � � � + � � o�� INVIN462.44(157) INVIN455.75(153) p��p INVIN455.75(153) 3 p p"'"' p � oop ry O 0 rvz z O w rvO w rvz j L�0> INVIN463.09(155) INVIN456.66(151) N�0> INVIN456.66(151) �0> > ��» > N Qw> o Qa> z INVOUT459.63(153) INVOUT453.92(149) �cnl-? INVOUT453.92(149) �cnF- ? �U) z z Lo U0z Lo C0z > 475 475 465 465 460 460 > I 0 z W U) Q w J_ J 0 co WJ Q CC Cd G W z 0 QZ W o C) 1..1� 0 O 0 30p 5 0 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 12+00 STR 156 - STR 150 STR 152 - STR 144 STR 502 - STR 500 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 0 30B No. 0 50 40919 PROFILE SCALE SHEET NO. C7.00 495 EXISTING 495 GRADE PROPOSED GRADE \ 490 � 490 3' MIN. O 485 485 0 171 1.5' 169 480 41.33' OF 242.68' OF 480 Hi�PE @ 1.00% @ 1.00% 41.18' OF 165 8" WATER 30" ppE 120.gg� OF LINE @ 1 00% 30" HDPE @ 1.00% 475 475 470 470 PROPOSED 470 GRADE 470 � \ EXISTING \ � GRADE 465 � 465 460 1.5 � 3' MIN. 460 8" WATER LINE SANITARY PIPE 16-15 153 155 �g3.80' OF 455 37.80' OF 3p" HQp� 455 15" HDPE 2.p0% @ 2.00% 450 450 445 445 490 490 PROPOSED 3' MIN. GRADE 485 485 1.5' 480 163 480 39.74' OF 15" HDPE @ 1.00% / 8" WATER LINE 475 I O 475 SANITARY � PIPE 17-16 178.5510E EXISTING 0/ 470 GRADE 470 465 465 / \ EXISTING \ GRADE 460 460 \ PROPOSED \ GRADE 1 5 455 \ 455 8" WATER LINE 151 SANITARY 37.79' OF � PIPE 14-13 15" HDPE 14g � / 450 1.15% 142.26' � -- -• � STORM 450 HDPE @ 2.0p% PIPE 501 1.5' 445 445 147 128.94' OF 30" HDPE 440 @ 1.00% 440 435 435 PROPOSED 480 GRADE 480 3' MIN. EXISTING GRADE 475 \ 475 1.5' 159 SANITARY 470 37.79' OF PIPE 16-15 470 5„F#DPE 8" WATER LINE 465 465 157 O 206.76� OF 30" HDPE @ 2.Op% 460 400 455 455 PROPOSED GRADE 455 455 450 1.5' 450 8" WATER LINE 501 121 90' OF 1.5 18' HDPE 445 7.89% 445 SANITARY PIPE 13-12 \ STORM EXISTING � PIPE 147 GRADE 440 440 435 435 430 430 N �• 1LTH#��'• f Are -0` O C° O O o °' 136: DI-2B 6 ft Throat 132: DI-2B 6 ft Throat o �, � It -it ow o �' o 00 C) 00 � STA 12+87.88 136A: DI-2B 6 ft Throat STA 14+16.27 `� O c? 128: MH-1 �• � W. o o c°n v� m � O M oO � CC) m o+ d c� CO I- TOP 446.99 STA 13+53.99 TOP 443.20 M STA 15+04.87 `{ S F F- L E T l p "t 00 o C-) z_ z_ p INV IN 439.24 (143) TOP 445.04 INV IN 436.93 (135A) 2It z TOP 430.21 v < 0 > 0 > > > INV IN 439.05 (137) INV IN 437.96 (135) INV IN 438.65 (133) o Q a � INV IN 424.71 (129) ,' �-dc• .54380 ' 460 � ~ z r � z z z INV OUT 438.95 (135) INV OUT 437.86 (135A) INV OUT 436.83 (131) z z INV OUT 424.04 (127) 460 +G �/ '12020 110 0-0 A 1, M E O N N = >E rn ti w v E N v N F N v M Q N 41� o c"� r O o o N M 136: DI-2B 6 ft Throat N M cn o0 o LL o od-� °°Md v coc�od M STA11+77.46 coa'oO�M w0 M ONd MOO 't MOO � �Ncfl M It < W L M O c0 and mN CO Q U M Z M 134: DI-2A M + �- + It �- c? + ti d �- TOP 446.99 cv } cYi d d - u O_ p��0 Q��Z_ p pf�Z p INV IN439.24(143) STA10+00.00 p��zZ O �> ooN c"Ia0> ��0> > co 0> > INV IN439.05(137) TOP443.62 NIA- 0> z > FA O W �M a �U�z ��Z z ��z z INV OUT438.95(135) INV OUT439.21 (133) �v�i-z- z �� v v 455 455 450 450 Q O cn a w oQw o (11 = N N z Z =U >Ln O W cn 0 N W M U ow Z �� O a ui 1/1 O W W o � F- 0 0 w N = a n a z O DATE 10130119 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 5 • SCALE STR 146 - STR 128 STR 142 - STR 136 STR 134 - STR 132 AS SHOWN HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • 0 0 50 104: MH-1 PROFILE SCALE 126: MH-1 124: MH-1 122: MH-1 STA 13+57.22 W STA 10+00.00 STA 11+30.62 STA 13+38.06 TOP 424.63 (I"� TOP 426.82 TOP 424.42 TOP 423.36 INV IN 410.87 (121) (D INV IN 421.10 (127) INV IN 418.50 (125) INV IN 415.29 (123) INV IN 419.62 (105) INV OUT 421.11 (125) INV OUT 418.40 (123) INV OUT 411.16 (121) INV OUT 411.31 (103) 440 440 � � J cc ll n� ''ca 'n V V Vcu r � O �-+ O i M U cl) O M d) I� O - O O - N N ` N 2 M f� N N N 0 O t U 't U M C co co p �t CD r O dM MO pNp M 00 (0 N tOf) Ln M N r�Nd' d ��o04 o� - r-N O N 0 L O O 00 cr cfl rN O d' + O� + O� mOO� mCOo0o0 M m�Od Lb CD mMO� mco - N =OM =ON cpOM� 04 CV +OMd d D MO O NCD Z) N-�� ~ MN�� d Z_ O -d'Z_ O M'tO Q�d Z_ Z_ O o�'I O -� tZ O -��Z =O o�'�Z_ Z_ O Z 66<CL > OQa> > OQa> ��>> > NQa> OQa> > OQa> > NQa>> > NHOz Z NHOz Z NE-OZ o~Oz z z d I-Oz 0tl-OZ Z cy) O- Z cjU) Z Z rcnH- �i�h-- - Nc��- Ni%��- - Nc��- - Nc�H-- - 440 440 440 440 460 460 W Q w w J_ J L.L 435 435 O w O m J PROPOSED w Q GRADE EXISTING LL y 430 AGRADE 430 ~ z Q _ 0 i- LJJ o U) 3' MIN. 425 425 12, O 84 11 O 420 3o„H 420 3. SO% 1 415 415 D 0 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 - STR 128 - STR 126 STR 126 - STR 104 STR 120 - STR 108 STR 242 - STR 232 JOB NO. HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 40919 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 SHEET NO. C7.01 EXISTING 455 GRADE 455 PROP SED � _ GRAD � ' MIN. \ 450 450 145 1.5' 37.79' OF 15" HDPE @ 2.00% 445 _ � I 445 8" WATER LINE SANITARY PIPE 13-12 440 � 143 440 0.14' OF _ 30" HDPE � @ 1.50% � 135 � 66.11' OF � 135A � 0'� HDPE r � 62.2g' OF 131 435 ��.. -fig" 93' OF.. 435 @ 1.50% 30„ HDPE � @ 1.50% � 430 430 70 yQA�.t� 425 _ •O 425 0 420 420co 435 435 430 430 EXISTING GRADE PROPOSED \ GRADE 425 425 3' MIN. � 420 \ 420 125 130 62, - OF 3p„ HDPE @ 2.0p % 123 STORM 415 207.4�� PIPE 201 30" HDPE 1.5' 415 @ 1.50% MIN. 410 1. 19.16 OF 410 30" HDPE @ 1.50% 405 405 PROPOS D GRADE 450 450 445 � 445 EXISTING 'MIN. GRADE \ 440 6 � 1 _ 15„ \ 440 HDp,� 139 24" I DPE � @ 0 75% 137 � 435 34.16' OF 435 24" HDPE @ 0.79% 430 430 PROPOSED G RA E 435 EXIS 435 ING GRADE 430 --. SANITARY 430 PIPE 3 -4 425 425 119 61.43' OF 24" HDPE 420 @ 1.00% 420 415 415 PROPOSED 445 GRADE EXISTING 445 GRADE 3' MIN. � 440 440 1.5' 435 1 �_, 435 27.92' OF 15" HDPE g'� WATER @ 2.01% LINE SANITARY 430 PIPE 10-9 430 425 425 PROPOSED GRADE 455 \ 455 \ EXISTING GRADE 450 ��\ 3' MIN. � 450 OF 15„ HDPE i 2�9 445 1�,; 6j O � 445 D @ 3.00 F 23j g, 0 15„ HDOF P @ 3.00 F 440 440 435 435 co is In 0 m M C) r v CDm O D7 0 o .. CDLO ti r In F- 00 F- I- v -Cr v F- p O r N F- O N O p r_ cc p m -,t O�.� (0 N C) M 00 m NM o0 N (.0 O N~N0 N �~ co Oo Co mC)Lf),t M+�F- co 00 �t m�(Or' (M N+tip (0 C) 't N+NdN 00 00 M - co�d'N Cj F- r�(00 0 cY ' 0Q�0 (?+O� O� 0 F- M(+0(o� O� 0 F- 0 O-� � 't F- Z 0 O M+N� -'t Z Z = +LO d F- F- 04 = 0 � �'I � d' OQo_Z O oQa- Z O O - O 0 Z O Z Z O - �<O> > > 6Qa- > �Qd- > C°F-O> Qa- Qo_- > 49O» > r (n F- Z r F-O> Cn F_ Z Z r F-O> rF-O> U) Z r p<O>> fA F_ Z Z r (n F_ Z Z Z � U) Z � (n F_ Z Z z 460 1 460 455 455 \ 450 450 88 n0 V a7 ls „ OF \ 445 � T MIN. 445 57, PROPOSED GRADE 80 5113 lS„ y/ OF \ A \ 4 51 440 440 \ \ 18 177 435 7S sL9.9'0 435 \ @ S` 0 / \ \ EXISTING 8" WATER \ / \ GRADE LINE \ � / \ 430 430 / 70 _ 1 y,, F 4 S � F \ 8" WATER ° LINE 425 107 425 71.00' OF 1.5' 24 HDPE 420 10 420 ° @ , H� F \ A 4 00i SANITARY PIPE 6-5 415 415 410 410 9+50 10+00 11+00 12+00 13+00 14+00 STR 116 - STR 104 234: 24" Basin - Circular Grate STA 10+56.94 0 N TOP 449.65 L L r N 2 M �' INV IN 444.71 (235) 232: DI-3B 6 ft Throat r ~ INV OUT 444.61 233 ( ) STA 11 +43.98 d r It N It d- 236: 24" Basin - Circular Grate TOP 448.71 °N° m r m + d N STA 10+00.00 INV IN 442.87 (233) o Z O 0 TOP 450.14 INV IN 442.94 (237) o < 0 > > o0 INV OUT.71 (235) INV OUT 442.77 (231) N N U)F- ? ? Cq 455 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 N 222: DI-213 6 ft Throat STA 12+41.84 v 00 TOP 445.12 r j: N o INV IN 440.68 (223) + L6 INV IN 440.23 (227) 226: DI-3B 6 ft Throat � z =O INV OUT 440.16 (221) STA 10+00.00 0 > > TOP 453.34 U) �- z z INV OUT 448.39 (225) 4.55 4Rn EXISTING GRADE / PROPOSED 450 / GRADE 450 3'-- -- MIN. 445 _ 235 445 0 15" HDPE 233 @ 1.75% 704OF H p 440 @ 2.0 0 229 440 18' HDpE 227 -- eOF .73' OF 18.43' OF @ 2.00% 18" HDPE 18" HDPE @ 2.0po @ 2.00% 435 435 430 430 9+50 10+00 11+00 12+00 STR 236 - STR 222 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 224: DI-213 6 ft Throat STA 10+30.79 TOP 452.83 INV IN 448.08 (225) INV OUT 447.81 (223) 16+00 16+50 222: DI-213 6 ft Throat STA 12+34.32 TOP 445.12 INV IN 440.68 (223) INV IN 440.23 (227) INV OUT 440.16 (221) 9+ 46n 455 455 PROPOSED GRADE EXISTING 450 / _\ GRADE 450 / / 445 i 445 ' MIN. SANITARY 30.79' OF ??3 PIPE 43-42 J 15" HDPE ?03•53, lS,, OF @ 1.00% 8" WATER @ 3.S0PF 440 LINE 440 435 435 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 220 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STR 104 - STR 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 212: DI-3B 6 ft Throat 216: DI-3B 6 ft Throat STA 10+90.43 STA 10+18.12 TOP 441.76 TOP 442.80 Lc� w (v INV IN 435.91 (213) a INV IN 437.96 (217) vco INV OUT 435.81 (211) s 222: DI-213 6 ft Throat 214: DI-2A INV OUT 437.86 (215) c~ (fl M Iq STA 10+00.00 220: DI-3B M Q'Irnr�ti-,t 210: DI-3B 6 ft Throat � TOP 445.12 STA 10+30.95 TOP 442.90 218: 12" Basin - Circular Grate N N STA 11+20.44 INV IN 440.68 (223) TOP 445.62 INV IN 437.34 (215) STA 10+00.00 p dam- Z Z =O TOP 441.50 cc C\ INV IN 440.23 (227) INV IN 439.85 (221) INV IN 437.60 (219) TOP 443.88 Q o_ > > > (n O- Z z z INV IN 435.21 (211) c INV OUT 440.16 (221) INV OUT 439.75 (219) INV OUT 436.83 (213) INV OUT 438.87 (217) iv INV OUT 435.11 (209) c 455 455 450 � EXISTING GRADE \ \ 450 450 445 \ \ EXISTING \ GRADE \ PROPOSED PROPOSED GRADE GRADE 445 1, 445 440 217 T MIN. 18.12' OF T MIN. 12" HDPE 1.5' 440 440 435 @ 5.00% 213 i 811 WATER 1.5' 221 1.5' 46.05, 24" HDp 30.95' OF 219 LINE E @ 2.00j 24" HDPE 8g 02, SANITARY 8" WATER13p �09 0' OF @ 1.00% OF 241,HD PIPE 41-7 215 LINE 24" HDPE PE 2.S0% 26.26' OF 211 @ 2.00% 435 _ 435 430 15" HDPE 30.02' OF 8" WATER _@ SANITARY @ 2.00% 24" HDPE LINE PIPE 42-41 SANITARY j @ 1.99% PIPE 9-8 13+00 9+50 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 42 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -00 0 50 PROFILE SCALE 440 435 13+00 }Are for a 00 CLINT W. : S 7 S FF-LET- � a! Lie. IN .54380 Ar -1/ 7/ 2020 M E o a rn U N N = Q 0 > E W °) W U °) Q W ; 3: w 0 L w O CC W L M J U 00 a_ J N d pN N v (� W a� v �O �x o Q � LL- =v>o F- Q rn O N � M LL � 00 J O W LD F- Ln M O (D Z) O F- 0 w w U a z O M O CL O oc z O a z U V7 w 0 z O W >o w U L� Z C) U W a 4 ti W w a 0 DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN z Uj U) Q L J_ J c� LL O2 m WJ Q CC LL 0 G O W p Q0 W U C) I..L 0 0 1 D 0 (f) JOB NO. 40919 SHEET NO. C7.02 0 3 U 0 0 L 0 0 a n `o D 0 co 5) Q 0 0 � a �0 o(D �U) z 0 0 c E° � N d O D U 3 zN 0 �a X �(D w� o m o 0 o .3 a a� 0) > Y Ul � U N X 0 N O O U 2 N in (6 O N O O O N E 7 O U �0 �-0 U z 0 C N ,o Co U -0 2 CN M(n N o U � O Q� o� a� L (0 M 0 r__ LO N O O `-' N N CO 208: DI-2B 6 ft Throat co N r,- co co N 6' coN STA 10+00.02 c� co 0-) O7 + - � N TOP 437.64 0 "t z z 0 INV IN 432.50 (209) Q a-> > > O_ INV OUT 432.40 (207) o � z z z 445 445 430 EXISTING GRADE 73'MIN. 207 121.60' OF 24" HDPE @ 2.00% 440 PROPOSED GRADE 9+50 10+00 11+00 STR 208 - STR 204 435 430 425 420 202A: DI-213 6 ft Throat _Q STA 10+89.82 0 iz- i oN 2 TOP 433.06 L ^ CD 0 ID INV IN 428.06 (203) ItoN ti C`! INV OUT 427.96 (203A) cL CDo m N °? (-0N O 202: MH-1 0 °? O 206: DI-3B 6 ft Throat N N N STA 11+26.42 = STA 10+00.00 0't z z 0 TOP 432.80 w z_ TOP 435.04 Q 0 > > > INV IN 427.23 (203A) o Q 0-> CD z z z INV OUT 430.13 (205) N U) [__ INV OUT 418.38 (201) N co I— z 440 435 430 205 29.71' OF 15" HDPE @ 1.50% 425 SANITARY 1.5' PIPE 7-6 MIN 420 415 410 405 12+00 9+50 10+00 71 24; 11 Or" HDPE \ 36, 0, OF @ �0oi 'Z4„ @ 0- 8" WATER \ LINE \ 20 28�SS'OF @SOopF 1.5' MIN. STORM PIPE 121 11+00 12+00 STR 206 - STR 200 440 302: DI-3C 6 ft Throat STA 14+48.98 TOP 432.74 INV OUT 431.05 (301) 435 445 0 ti i6 0 � rn O N COO Lo O M M (0LO 0-)a) CD N N t (0 rl- co o 420:D1-3B6ftThroat m�C6L mrco� _m00-4m STA10+00.00 p��z O0 0��z 0 �;:4z z 0 TOP458.44 ooQO> > =Q0pz z oQ0>> > INV OUT 453.59 (419) �U)�z z 4u)H-- _ �C/) �_z z z 470 1 470 300: ES-1 for 15 inch Pipe STA 14+48.98 TOP 432.28 INV IN 430.91 (M 4301 1440 1 1 440 PROPOSED 435 I I� GRADE 435 420 430 430 �301 14.12' OF N, EXISTING 15" HDPE 415 425 GRADE @ 1.00% 425 4101 1420 1 420 4051 1415 415 465 465 EXISTING GRADE PROPOSED 460 / GRADE 460 T MIN. \ \ 455 419 _i � 455 28.95' OF 15" HDPE 1.02% L Ik @ 8" WATER\ 1.5' 417 LINE 46.0V OF \ MIN. 15" HDPE \ 450 450 8" WATER U LINE 1.5' SANITARY PIPE 35-34 445 445 @SOopF i 440 Lj 440 435 435 13+00 9+50 10+00 11+00 9+50 10+00 STR 302 - STR 300 11+00 12+00 12+50 STR 420 - STR 410 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 a� 406: 24" Basin - Circular Grate 402- STA 13+05.35 (D c6 STA 11 +3 STA 5.11 rn TOP 436.91 0 P cQ TOP 437.67 ch -- o INV IN 432.47 (407) L C)U coC) INV IN 431.30 (403A) It LO 'T'T N INV OUT 432.37 (405) U LO c o 't ow INV IN 432.11 (405) N °? o O rn ti o o oD N rn -4 o M 408: 24" Basin - Circular Grate 402: MH-1 STA 13+12.87 C � O c� o N rn M cU m o o O C° co o INV OUT 431.20 (401) 414: DI-3B 6 ft Throat O r + Lo _ M M m W m 0 4 m STA 11+32.46 TOP 437.67 C° 0�� CO N r � r� CO 400: ES-1 for 18 inch Pipe 506: DI-3B 6 ft Throat STA10+00.00 pow � z O O� 't z z O TOP 445.65 INV IN 431.30 (403A) 000M� O NAM Q z O STA 11+76.06 STA 10+71.75 TOP 446.07 �i 0 > > o 0 > > > INV IN 438.95 (409) INV IN 432.11 (405) o Q 0 > o ¢ 0 > > TOP 432.58 0 rn TOP 487.45 INV OUT 441.80 (413) cq P z z � U) F- z z z INV OUT 438.52 (407) INV OUT 431.20 (401) U z z z INV IN 430.91 (401) C C� INV IN 483.25 (507) 455 455 450 450 co 00 " � INV OUT 483.15 (505) (.0 - 00 510: ES-1 for 24 inch Pipe C)+ C6 co 504: ES -1 for 24 inch Pipe STA 10+01.93 pCD CO z 0 STA 10+88.26 TOP 485.95 co Q a- > > ~ O TOP 485.23 EXISTING EXISTING INV OUT 495.70 (509) o Ln z z cn "- _ _ INV IN 48495 (505) 450 GRADE 450 445 GRADE 445 0. 445 445 440 PROPOSED \ 440 490 1 490 GRADE \ EXISTING PROPOSED GRADE \ PROPOSED GRADE 413 \ GRADE 3' 440 440 435 MIN. 435 485 485 UF 15„ HDpE 411 6.58, OF 409 3' MIN.\ @ 2.00 / „ HDPE 3, .46' 1 \ 2.00 OF 15,1HDP \ O 1.5 @ 2.00E 03 435 435 430 106. 6' OF 403A 401 430 480 480 _ 1 1 ,289 OF @ 0 DPE 70% 40.95' OF 15' HDPE 18" HDPE 509 23.7T OF 46.05' OF 505 16.51' OF @ 5 sso @ 0.70% @ 0.70% 24" RCP 24" RCP 8" WATER 24" HDPE 0% o @ 0.50% CLASS B LINE @ 0.50% 430 1S" 430 425 425 475 @ 0.50% 475 3 OPF 425 425 420 1 420 470 1 470 9+50 10+00 11+00 12+00 STR 414 - STR 402 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 13+50 9+50 10+00 11+00 STR 404 - STR 400 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 o C0 0CD -o rn F- _ - (0 0 CD f` OMO C01-0r--M co co M � � 6)� 0 LO -t 0 0��z z 0 (0�F-z ��0z z z 500 500 EXISTING GRADE 495 495 � PROPOSED GRADE 3' 490 MIN. 601 490 485 485 63' OF 1.5' 24" HDPE @ 2.00°0 8" WATER 480 LINE 480 475 475 12+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 STR 510 - STR 504 STR 600 - STR 168 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 9 0 50 PROFILE SCALE 4. C' GLINT W. _: ;� S F�'LET . . 41. 4/ -7/ 20204�*: iw ` w M E 0 0 U N � N � > E LU E LU 0 LL o w O o cl� LU L M a _j U 00 2!LU O rn �rj U)�� a (� LU z � CL) � �O�X U cn of� L LU 0 Q Z5 L„ x C: z z =v >U W ~ w o M tY U o w Z C) � a � O O w (D W O 0 0 w rN > Ujo w = Q U 0 Q z O cn DATE 10130119 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE • AS SHOWN Uj V J J F� 0 z LU U) > LL] C a G LL J CL J - LL 00 J m WLL J � a Q LU r � z p C)Z)�- Uj o CO IZ 0 C) 0 0 1 D 0w v JOB NO. 40919 SHEET NO. C7.03 -0a 0 �0 a0� O CD �Z �0 og c m o c 0 mN a Cm U of 2 � 3 z N 0 a�i Q � x o w Y0 QY o .3 0- (D c > Y U N X O (D 0 O U w 2 O N O O O N E a 7 O U @ O 7 U O 0 m U 2 =N m U)_ C o @ U 0-0 o _0 .E L �Ar CLINT W. Iwo 7 SIUFFLETT -1/ 1/ 2020 i s 8'OAL 0 M E O O M U MANHOLE N STA 19+83.71 12 > TOP 454.05 MANHOLE MANHOLE INV IN 444.19 (13-12) MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE INV OUT 443.94 12-11 ~ STA 10+00.00 ( ) MANHOLE MANHOLE STA 23+92.55 18 &STA 10+81.78 STA 12+43.21 STA 15+25.83 STA 16+90.47 18+47.75 TOP 442.60 9 a LL TOP 492.01 OP 489.84 STA 20+04.43 STA 22+69.66 0 INV IN 486.19 (19-18) 16 TOP 482.16 15 TOP 468.02 14 TOP 462.31 (��STATOP 457.86 11 TOP 453.78 TOP 446.15 10 INV IN 433.18 (41-7) p INV IN 484.03 (18-17) INV IN 475.87 17-16 INV IN 460.32 (16-15) INV IN 455.01 (15-14) INV IN 451.66 (14-13) INV IN 443.42 12-11 INV IN 435.83 11-10 INV IN 433.27 10-9 � W 2 �^ INV OUT 486.09 (18-17) INV OUT 482.73 17-16 ( ) ( ) ( ) ( ) a J U 0 O 500 ( ) INV OUT 474.45 16-15 INV OUT 459.94 15-14 INV OUT 454.81 (14-13) INV OUT 447.93 13-12 INV T 441. 11-1 INV OUT 435.73 10-9 INV OUT 432.44 9-8 500 w ,.., �(A ON d (j W N H U X � OG ai w w U) x N Z Z =v >� W 0 N > Q M O w OO � O o w _ � (D o (u 0 0 w > w o w = Q V 0 Q � z 0 cn DATE 10/30/19 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT ® CHECKED BY • C. SHIFFLETT • • SCALE • AS SHOWN - L ui V CL J J H� I z wm W (n > W LL; J J OL J w m � W Q > O � Lu J Q�� O 1..1� 0 Q 0 O 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50 STR 18-STR9 0 HORIZ SCALE: 1 "=50' S VERT SCALE: 1 "=5 JOB NO. 0 0 50 40919 PROFILE SCALE SHEET NO. C7.04 495 495 490 \ 490 48� N 485 STORM I� PIPE 163 485 � OF 8„5��8' � �I R-26 P VC 1.5 , @ 2 52 j � IN. PROPOSED GRADE 480 �� 480 1 16�43 6 S�R2 OF \ @4.25 �VC STORM PIPE 159 475 � 475 1.5' MN 470 \ 470 I 7g \ 28 S 8" ?6 Soh? � STORM \ \ 465 pF •Opp VC PIPE 155 1.5' 465 \ ° MIN. 460 460 A � STORM \ �II✓ PIPE 151 _ 455 164 BSD 3'o �14 YYY 1.5' 60F MIN. PVC EXISTING GRADE - \ 455 ° STORM / 14-13 157.2 STORM PIPE 145 �' OF 8 SD 6 PVC PIPE 501 / 450 2 EXTERNAL _ / DROP � 450 CONNECTION 1.5' 8" WATER MIN. LINE 445 g„ @ R 2s PVc 445 - \ 2. �5 � \ _ STORM STORM / / 440 12-11 20.72' O� 8" SDR-26 PVC PIPE 137 1.5' PIPE 133 � 440 / @ 2.50% 11-10 � MIN. 26g.23, OF / 8" WATER 8 SDR-26 PVC LINE @ 2• 15� 435 I I 435 10-9 122.8g- OF 8„ SDR-26 I PVC @ 2,00% 430 I 430 425 425 L_ MANHOLE rINV +00.00 2.60 433.18 (41-7) 433.27(10-9) 44� T 432.44 (9-8) MANHOLE TSTA 11 +33.68 TOP 438.87 INV IN 430.43 (9-8) INV OUT 430.23 (8-7) MANHOLE pSTA 12+33.97 TOP 436.28 INV IN 429.23 (8-7) INV OUT 429.03 (7-6) MANHOLE 6 STA 13+60.29 TOP 433.17 INV IN 426.13 (31-4) INV IN 426.19 (7-6) INV OUT 421.26 (6-5) MANHOLE 5 STA 14+63.14 TOP 425.31 INV IN 418.95 (6-5) INV OUT 418.75 (5-4) MANHOLE STA 17+45.05 4 TOP 421.06 INV IN 412.99 (21-4, FUTURE) INV IN 413.11 (5-4) INV OUT 412.79 (4-3) MANHOLE 3 STA 18+01.77 TOP 419.14 INV IN 411.66 (4-3) INV OUT 411.46 (3-2) MANHOLE STA 19+76.64 y TOP 408.51 INV IN 402.72 (3-2) INV OUT 402.42 (2-1) DOGHOUSE MANHOLE r+24.065.04 99.10 (2-1) 98.70 (EX-1A) T 398.70 (EX-1B) 44 r, 440 STOM R \ \ \ IN, PROPOSED 440 PIPE 211 GRADE 435 \ 435 \ 8" WATER STORM LINE , PIPE 205 \ 9 8 � 430 133.68' OF - 430 1.5 � 8" SDR-26 PVC 8-� @ 1.50% 100.29' OF MIN. \ STORM 425 8„ SDR-26 P @ 1.00% C 126.32, 8„SDR`2 OF \ PIPE 107 -- -----\ 425 5 \ EXTERNAL DROP 1 5;5' MIN. \ ` \ CONNECTION IN ' EXISTING 420 6-5 GRADE 420 \ 8" � S • 84' OF \ -26 pVC •25% � 415 -4 OF 6 \ 415 \ \ 8" SDR @ 2. PVC 0% \ 4-3 \ 410 8„ SDR 26 PVC \ _ 410 @ 2.00 % \ (9" SO 405 gp 405 S00o pLC i 400 400 � SA 00 LC 395 I I I I 395 390 390 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STR 9 - EX 1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 16+00 17+00 18+00 19+00 20+00 21+00 U 6rW o4t, �Ar CLINT W. Iwo 7SJUFFLETj ic. IN .54380 At -1/ 1/ 2020 i s 8'OAL 0 M E O O M U N N O Q O > E W O E W > U � � Q LL o L W O ro,i 0� LJ L M Q< J U 00 W J - Ln N d p N N W Z H 2 mr �X QO � o Q =U j LN�n a c Ln rn 4 N M a� 00 J O W k H CL O wm z 0 z O d ry U W 0 z O W 0 N W o Q N 0 � DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN z w 2: O J W i w 0 w JOB NO. U) J_ LL 0 I..L J 0 50 PROFILE SCALE iO• SHEET NO. C7.05 • ow CLINT W. S,FFLET Lit. N40 #s9 1/ 2020 ++i Ar w M E O Q rn U N N Q O > E W >_ W > Q w o w L w0 QJ U0M0 Z I,- w J — ui O �..� rn c a (� Wcnr N H U X < � e UL Li C] u MANHOLE _ v N z z e STA 10+89.77 = a' `11,° O W TOP 455.71 MANHOLE ~ c ` ) INV IN 449.51 (35-34) p INV OUT 449.41 (34-33) 6 STA 15+79.58 U MANHOLE MANHOLE MANHOLE MANHOLE TOP 433.17 STA 10+00.00 11+59.88 STA 12+54.71 STA 13+93.11 INV IN 426.13 (31-4) o w Z TOP 459.44 35 OSOTA TP 451.65 32 TOP 446.70 ?ITN OP 439.61 INV IN 426.19 (7-6) 1O ~ INV OUT 451.48 (35-34) INV IN 445.34 (34-33) INV IN 440.84 (33-32) V IN 433.66 (32-31) INV OUT 421.26 (6-5) 465 INV OUT 445.24 33-32 INV OUT 438.50 32-31 INV OUT 432.66 (31-4) 465 O W L7 W O cl� 0 0 w N i Q n Q z O DATE 10130119 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE AS SHOWN • (W V J J H� I z W � > W L J [L Oro w m UJ a 41 > LL W O � W/ I. Q 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 O STR 35 - STR 60HORIZ SCALE: 1 "=50' O VERT SCALE: 1 "=5 5 D 0 0 0 50 PROFILE SCALE JOB NO. 40919 SHEET NO. C7.06 460 \ \ 460 \ \ EXISTING T8"WATER GRADE \ 455 LINE 455 STORM \ \ PIPE 419 1.5' � MIN. � 450 450 89.77� pF 8'' SOR 26 PVC 8- �0 y433 � 445 O,Q p� 26'�. 3 MIN N. 445 .�' 8�� 94 SpR� ,32 pF 440 @ 4 8AV 440 _ 'o \ EXTERNAL DROP CONNECTION PROPOSED GRADE 435 � 32'37 � \ 435 SOR OF / \ \ 430 430 31.4 � 8 8 S08 Zg OF 50 PV � \ � @ 1.5' a MIN. 425 425 STORM PIPE 305 EXTERNAL DROP � 420 CONNECTION 420 415 415 410 410 Q o M Q U_ w � (o N + co N V II II _ co > O .6 Q (n 495 O m 00 U) (n — W — ROAD 1 INTERSECTION STA 13+46.20 AIDS 11 EXISTING �� n' a 11 > GRADE / PROPOSED / GRADE � W / / 1 31 % 490 > > / 490 STORM PIPE 601 SANITARY 3.5' PIPE 19-18 STORM MIN. PIPE 507 STORM 485 PIPE 171 485 8"X8" TEE 480 480 8" CLASS 52 DIP WATER LINE 475 475 op MM �� 0o000 d M �O MN 0000 Itl �� 0) �rIt rnd �rIt rnd �tIt mM d rnM � �tIt 9+50 10+00 11+00 12+00 13+00 HICKORY STREET HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 I — — — — — — — �/ ,'\\ \ \\ I', I II I 11 � I II I'll ` � •I I \ 1 , I I \ O 1 \\If 492 I I I I I I I \ I tp / 1 _In '3T�c9\ cj 49100 \'\ 49' ' 48 �I10+ 10+50 \ 1 490 00 It �I ,11 l _ \ \ 4 g1 / / 1 111 11 11 \� J I\ I \ \ - ' / /\ q�d/ 12*50 3 - 13+1 ,- I \ r - -- - - -- W\\\ \ \\ \� \ - •� \ '� I Ali � ,\ \ 111 \ � \ \ \\ `\ � \ �\ � I I I I I \\\ \ \ \ I I i i 1 0 50 PROFILE SCALE �� JI (� III I I I II II II I L— I I (TOv--__ 4 rt I Lq1 / ��I;__!' / / , I Id N I N ,' ��oP\��1� /---�--- -- �AN -4- \I w- I- \ I� , \ 1 \ \ \ \��•�� I l III \ N �� I I C \ v� gl G ��II I I N 1 N IIII , � \ `\ / ' , �, l 1'1 N ',AV//'' I I/%�� / I \ 1 I I1 1 \ V I IIINI II � \ V / I .,J I NI \ vG I I I -- F -I I I \ I 1 I III 1 � NI / � `� `�^ I 1 1 I I III I I 1 1iI I I �� <0, JI V`o� rob., 0/ �� UGFIII I 1 \ 1 , I I 1 I p— I I SOS \ \ \ \ � \ \ — -: \ 11 ,'I I � �•o,q1 . --I� ��\_ ----\\ \ 1 '\ ` - � /� G \ \ SAC =40 _ \ — UGP,7 _A_ A Ink vi � ,' •i CLINT W. ShUFFLET Lie. No 4 1/ 2020 + c �"'ON *0 M E 0 N O N � C Q 0 > E w E W Q LL o L W O m 0' LU L M J U co — u; CD d p N U W N Z cnr O �x oQ :� = U > Lr.) 0 4 N � M 00 J o W (i z O a A U Ln w O z O W g > O W U Z O U a 4 W V) j W CII o � DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN rl z W > v! LL�> w J o < O w m O� Lu < 0- > O C) W � 0 O O ry W 0. JOB NO. 40919 SHEET NO. CO.00 ii WA HIGH PT STA = 10+64.99 wHIGH POINT ELEV = 491.24 0� STOPPING SIGHT DISTANCE = 267 ZPVI STA = 11+10 PVI ELEV = 490.34 wA.D. _ -3.00% 0� o K = 30.02 � o0 0 90' VC W O 4 ct O O o N Y � + U Q o rn � � r 495 T m II II O LOW POINT STA = 16+68.93 LOW POINT ELEV = 463.97 PVI STA = 15+95 PVI ELEV = 466.10 A.D. = 2.11% K = 70.00 148' VC 4A5 (/) W LO LO O + 00 00 00 / m m � `-2. \ U U 490 490 \ W W LO \ + 485 STORM � � 485 PIPE 163 > Q c) 1.5' \ 3.5 480 MIN. 480 00% PROPOSED GRADE EXISTING \ ti C) 475 GRADE — — \ + 475 STORM 1.5' II U II Lu LO U PIPE 159 \\ — — \\ 14 o+o f / m m rn °6 470 -- � 470 + M \ II II 8" CLASS 52 DIP \ U WATER LINE 465 W W ~ \ 465 1.5' 460 STORM.-:CD-1 460 PIPE 155 STORM PIPE 151 \ 1.5' \ \ 455 455 2 ' \ "450 450 STORM PIPE 501 445 1 445 Lq d LO O d C) N (\jl Co LO O � O r O d 0 OR O N co V) U*) 'T 6-) 0 CD m C:)c'7 (0 N d' It 0') It 0') N CV (\I (0 (0 Lf) CO co N cfl N C)r-00 � LON I, N N C)N CDr-.ti d N 0) O rnN It O rno I' 0 a0~ d ti 0 It ti r- d ti d' ti ti d ti tiN r- ti ti0 I' ti ti d tiN It ti ti0 d' ti (.0 O (.0 d O ON mot O LO d lid L LO w0 "It Lid w It Nt Nt It qt It It Nt 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ROAD 1 BEGINNING - STA 19+50 2o. /---,__ — --- J--+----- --------c--=- (UN1�71 r� -Qn I � �T ---_------- 1 _ — _ - ton- — — - -� -------- _-----__ _ -- —don—�n r TY I \� -- — — - \ \ 17 rd CO. U3 IL L _L J -VvO • / 1 1 7-4 �__ msNIXON _ •• 4 17+00 18+00 ti O rl- LO 19+00 19+50 0 50 PROFILE SCALE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 NOTE: TIE CD-1 AND CD-2 UNDER -DRAINS TO ADJACENT STORM SEWER STRUCTURE OR PIPE. UTILIZE INSERTA-TEE CNONECTION WHERE CONNECTING DIRECTLY TO STORM SEWER PIPE. I Ell x�0 �.\ 5 \ \�� /��— i� — / �� 453 AA \ \ \ \ \ \ \ \ � \\ \\ \ \ �•' - 454 I I 1 I � l l l /l � , l l I 1 �LO 464 \._ A_A \ Win.. 455 / Yl Y_ �U L" l v ' 1 \ i i V CLINT W. '� w.. 5 tU FFLET Lie.r, S i 0 1/ 2020 Su Ar M >_ O N O N � c > E E W > Q t w o U. L w0 0� W L M J U o0 — L,; N CL �Cc:,), n1 N (� W �X O oQ :w = U L0, Ln o 4 N � M CO J �� z O a z U Ln w o z O W g > O w U Z O U a 4 V) j W w H a 0 DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W V J .JJ Ii z uj Q U) � W J O2< LL w O .j m 0� Lu < 0- > 0 C) W z O 0 O ry W/ 0. 0 O O O V 1 JOB NO. 40919 SHEET NO. C8.01 vi � .' •i w CUNT W. *.1 .00 . Lie. N 5431go r p 7'/ 2020 t M E 0 N O N � C Q 0 >E w 6E uj o w o w0 a _j ouj z a J —m O (� W M H H U O XW oQ :3 o =V >� O W 61 N > 0 �M Lu v ow Z C) � a O LL! L7 ZD Lw O cl� 0 0 w N i Q n Q z O Lr) DATE 10130119 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 AS SHOWN ROAD 1 STA 19+50 - END • HORIZ SCALE: 1"=50' NOTE: TIE CD-1 AND CD-2 UNDER -DRAINS TO ADJACENT STORM SEWER STRUCTURE OR PIPE. VERT SCALE: 1"=5 UTILIZE INSERTA-TEE CNONECTION WHERE CONNECTING DIRECTLY TO STORM SEWER PIPE. 452ui 452 L__--,�' J �r 1 / \\ \ `�\ CL (D i I t \ \ \ O \ \ \ / / / / \ \ \ \ \ \ \ \��\ \ \\ \\ \ \ \ — // i // // v A \ V A v _ �� Av v \ \ \\\ J / i \ / 440 �' — — Z o 43 1 'n 8--------/ / < l I 1 I I I I 190 \\\ \ \\\ \\ \ I I 43g /• / ___ / I I I I I 1 0 \ \ \ \ \\\ W 1 \ p I I I I I I� \ m�\ \ X \ �\ \ p�` \ \ \ \\ 439 \ I / 43>------------ // I 1 \ \ `z\\\\ \\ a (%� \\\ I \ I 1 _— / / / I I I I I I I I 1 0 1 I , I \\\ �\ > / I \ \ \ I C9 I I '� " , a.. \ \ \ 4 I _ � � / ' / I I I I b 1 I \ \ W �� I I� I I �\ ` v v v v v V A v _ 4 / —__ I I I I I I 1 0 1 \ A v � J J \ /4y1 \\\ \\ \ � 6 \\\\ \ \ \ 438\ \\ \ �3`b � � 36` \ �\ �/' � — --_ — ��/�'/ /�/ // ,l I � I I I 11 II I`I � I ° I I � � Q r lILL 4& 6 \ \ \ \ \ Y I I , , �\ `cam'\ D�p�� \\ \ \\ �,\ , , o \� �' / _— _�'— �' �' / /- �, / , , I 1 I rI I Io I I W O 1 1 I� I I I I / A9 \ \ 445 D��p��,^ \ \ / \ \ �� \ ___ / // //— _ / /' // �/ / / / / / I I I I yl 1 of I ► m I I 9% 0•0 437 �-\ -`' \ \ \ �3 - - - - - / - / - / / / I o1 I / J ° a d` \ ° ° S \ / � / / / / / / / / I I I I I \ a 1 \ : \ \ \ /�3q / �/ / �/ / / I I I I� P I I Q 1 ,I I I I I 1 / ( 44) 432431 --_ /—/ /LL I Flo I W Q 0 I z O 0 Q 0 LnL/ 'T / rn 1 0 \ \ \ \ \° •' 11 / / ' / ' / / / / 1 I I I I b / W I o M % \( \\ �\ \ ` I^' ;,(*' 1 4 —_ / / / / I / \ 1 _ _ / / / 1 I I d' / , \ 0• \ p�` � ° a___ `. __— / / � / / / � --—_--- �' _/ / / / / / I I I I I I , �j to / I D`27+-®��"�' 23+00 SAf1� + 22+ 4+00 = 2g SA4� +00 W M M +50 ROgD 1 Q s 6+00 21 50 W 2 0 25+50 2 �� \ Nbs i771 I I�� / — 445 _ _��_ 438 / / / lY 45 Nb I I I I I -435- � 440 5— l1 F / _ T / 43 - - 430 430 - - - A2�2' / / 4 - - - - - /' / / ,/ ° JOB NO. 430 - - - - - - - - - / / ;' ®�; - _ _*= _ �_ _ - _ /� / SCALE 1 -4� / / / o/o 40919 ' ^ 6 ° _-*" _— 0/ 0 °0 0 —o00/ C8 02 41/p0 �• 00// SHEET NO. 420/ 5 N O Lo d' 46n 0 0 z z W W co co N N IP O °+� O clq + 2 O 2 O N 0 L-Q 0 unQ > N (n N U) Q 00 d' O N U) z O U W U) W H z N 0 O M O M N H 4Rn LOW POINT STA = 25+69.9 — rn 00 LOW POINT E EV = 438.26 455 + 0) rn 455 CD-1 / -2 89% \ w LoN PVI ELEV 440.13 w � m 00 ~°+M° >� A.D.= 38% ter; ti K = 390.00 00 2 1 / 00 <' X ° 150 C Q Q 00 U) (D U) 450 O 3.5' 0 0 N M 1.5' MIN. �\ CD-1 c�v STORM I I IILo (.0 445 PIPE 145 W m m 445 STORM N 00 + PIPE 501 8" CLASS 52 DIP STORM N N SANITARY WATER LINE 2' 1 PIPE 133 _ _ _ — — n U) n w PROPOSED > 0� Q I- 440 PIPE 12-11 / / CD-1 _ > j GRADE Q U)440 � STORM / \ PIPE 137 / / CD-2 1,5 435 1K STORM \ 435 \`2'S�% CD-1 EXISTING \ GRADE \ 1.5' 430 430 \ STUB OUT FOR STORM \ FUTURE PHASES PIPE 205 \ 425 425 STORM PIPE 107 420 420 CO tiC0 I__ 00 d' M00 O It co It Nr- pd' 0') C) 0') a) 7O MM O (o 00 O 000 Lo MM M 00 MM M CO I O O � LC) Ln � L Cfl � Lo Ln � Lo N Lo Lo Lo M Lo Cfl M c,� It N tC) MIS O d O � N � d (\I � O � It 00 c,.� (0 00 co N M r- N N co I` N M �Ln d d-Lo 't It It 't lt It d It co -, It co It d d NtIt d It It co d-M It It co dTN It Nt N It 0 50 PROFILE SCALE 0 c N N U C 0 0 L N 0 0 2- 0_ a c 0 a) D a� 0 c L r 0 0_ 0 0 3 ma Z) �O -0Of �cl) Z �O 0 c E o 0 � N d O D C zN O� � a g x o 0 Q4-7 0 -§ a m � Y U1 O - fr) x a) 0 (DU w 2 N N (6 0 N O co E a U � O � �s � � U-0 �-0 O � N V! O O U MN m � N o � U Q O U� a �E L Z 0 10' VC 27' VC K=2.00 K=30.00 U A.D. = 4.95% A.D. = 0.92% I PVI ELEV = 442.48 PVI ELEV = 446.08 � STA = 10+30 PVI STA = 11+52.01 C)PVI o LOW POINT STA = 10+29.05 LOW POINT STA = 11+38.27 Z oo LOW POINT ELEV = 442.54 LOW POINT ELEV = 445.67 ++ BVCS = 10+25.05 BVCS = 11 +38.27 p BVCE = 442.58 [EVCE BVCE = 445.67 IEVCE a0 EVCS = 10+34.95 EVCS = 11 +65.76 ARC, ry = 442.62 = 446.61 z 0 HIGH PT STA = 14+86.37 U HIGH POINT ELEV = 458.04 w STOPPING SIGHT DISTANCE = 151 w 00 PVI STA = 14+74.24 PVI ELEV = 458.54 0000 z M + A.D. = -5.87% p K = 13.00 Lo Qp 76' VC �c 0 Q co tiles aFr; I` + c\ M o CD Lo M O Lo In + Lo + r-IT Lo II II II II 0-1 Q F_ U) II U) II w Q W 460 U)Lu U U I-_ J 460 I_I_I W com -2 00 PROPOSED GRADE CD-1 455 0 455 L6O + 3.5' 00 0 > < - - \ 3 MIN. 0o M / \ 450 / / 450 1.5' / / \ / SANITARY Q W / STORM PIPE 35-34 c_? I j / \ ER225 8" CLASS 52 DIP 445 - - / CD-1 � WATER LINE STORM 445 .0 CD-2 EXISTING CD-1 STORM A GRADE 440 FI PIPE 215 440 STORM-"1.5' PIPE 221 1.5' 435 435 2' SANITARY PIPE 10-9 430 430 Ln 0') d- ch N m 00 co o0 o d- Lo Lo 0) Lo O) N 00 N ti 00 (.0 ch CO N (.0 p N d- � rl� d d 't Ln d � Op Lo Lo Lo Lo c'MM d � f--r d �� Lo d' NN Lo Lo L()L6 Lo Lo 00� Lf) Lo It OOM Lo Lo Lo d d d � d' �Ar CUNT W. F F L E T } r Lie. rq . 54380 k -1/ 17/ 2020 sR'lr 1;40V AL'04 406*41� M E C) � OV N N = > E E W W '>" U w awo� 0 w n w o ,1 a_jUc z Lu W J -'r (7) O - C `' cV a (� W H H 3:o�x U =� w o oa � _ N =U' n Z O Z W 0 N W M U O � O o w _ (D V) Z) O Lw cj� 0 0 wLu N = a U Q z O DATE 10130119 5 0 DRAWN BY } C. GAYNER • DESIGNED BY 0 • C. SHIFFLETT 0 50 CHECKED BY PROFILE SCALE • 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 16+50 • C. SHIFFLETT ROAD 2 • HORIZ SCALE. 1 =50 NOTE: TIE CD-1 AND CD-2 UNDER -DRAINS TO ADJACENT STORM SEWER STRUCTURE OR PIPE. SCALE VERT SCALE: 1"=5 UTILIZE INSERTA-TEE CNONECTION WHERE CONNECTING DIRECTLY TO STORM SEWER PIPE. AS SHOWN °�\ ''/-\� \/o\ //>'/\� \7-/O/\ S '\\'\/ -X.�o �S/ / R/O\\\° � /\ o / \\\ -/_,\ 4c\-\ -� 4\\s��\cr\S,6O Q\O,\ -O �Crn�\F S \\ �1 \\ �-\ \- 1/\ S / �I=\\C �\\-I\\=1 \� O\ \ ��!O \\ _ \IIt\ I JI\G\T\ = . \ \\�\ d \\\ /1\ /\/ \ I� x \ ' \\ ,C/1O I/cI\ Q\I - o 1 � / S/I ,\\i/1_ ' �\/ //A Iy\/ Ib\`wI b /°\ h ' \/ �/'� ° '_O \ - / 1\ / - /\\ \/\ �\\ \ i/ \ / \��/ �/ �\\ C\ \ � S/\ C\/ \\ /\ x.4�. \1 `4\\\6 \\/ \ \ItI `II b �\\4 \ \ \I S\ I \1 teI \^ \ �\ IoII\ \I O\I10I II �I °-% I \ \ S\-- ,I\-O I Ii,\II IIi - -� c� ie�\ r\iIIIIIv - \ �� I 1 1 �Q�I Q�»I51 4\0'rndIIO 44-� 4\ \4 �\ha5 I\ ->° \q °\\\`\\\4`\ \\ 4�0 �\p \\ \ \ °\ _\,f1��k \°- �\ I O \ I-\ - \ \ -}\ �\\° �- \s\ T� - \ - ��\ g �\ II- IOI II4'\-I IIII � /444A�'044:0/S41 I -I 9 , °° ° -II I °I- WI II ° - /"O_1I I -°I ° �I�I -I -I° i/ I/ -/�� II _1 -I I I II f �/Og II \ / / �1 'I -�/ _I - 1\\-0/0 (\ \ / \\ /° l \ - \s �\�-\0\ °\ R\\°\ \\ \ _\\ \D\c\\\9 \ \ \2 \° \ I\� C \� \\\� \ 1 \\\� \I\\Ss ° \ \\\ I1 \\\\\\t\°_ \\ \ �\Qr \\s\ 1\/\ �\ \ \O\ \ 1\\�\\ Ic\ IS� sI \ \ �/\\\s\\ \� � �\\\I /\I\�1 ,\�\\ �\\ \\\\ I \\\\\\\ \\ \ \ \\ G - \\\\ \-\ -\ \ \ \ \ - \1 °)7\_�\\.1 �\/G- \_\ P \- - �° �\°r - - \_ \\\\ \ \- -14\\O \ \\ \�I G\ T _ \�\O-\C \\ \ \S\4-/4\44S445p \555\s3 4\56\ i v - \\\•-\ I \ \ \-\C\ \\ '\ \_ h0_\-\ " \ \_\--\\ \� \- \ \ \\/\\\ \\ ♦-, \\ \ -�/ \\\�- h 1 -` V\4\ 1 �\ '1 \ "\�1 \ 11 _1\\1\ \�\\1 6\ \ 2 \ ` 1 1\7 \ \\\ \ 1\ p O 1.n°1k� \4 44\ � j5\\\�- \�\c0 \1 9 \\+ 1 \ �\\\ \\1 \ 1 \4\\ I\ �S\\ \ 5l\y i \\ \ 8\ A 1\\L4/� nI \I �\\1\l1$° � 4S°,.' \ l °g °P\ \g, /° S I \\ S\ \4 /\l1I 0I \ \Ih1 /\ I\ ` i 1// \\ \1 \ I l\1\\\ /\. \\/\ I\\ �rll�\�/\h\ I / \ I \ \\/ol\'\a\ 1I///\\ l /\ \/ \l / 1I/\\ / /\ \\\/ \ \ \ \\\ 1I Il\ I \/\\ IIl/l \/ \\l\ / / / �,l l\ \\ //l\ �\\l/\/\ \ \od\\l / / /// I /\\ I /\ \ If/l II\/ l / \ \\/ \l\/ \I\ / \/ l\ \/ \I\/l \ i I1 l / /\I\l//�/ I \�l \ \ //\I /I./l\ l / I ,\1 l//\\ 1\ I l l\ /ll/\ \ I I 1l\\I \\\/ �1l\\ llIl//\I l I \/\ \\ /IIl \ �\ / \1II II I \/l / \/\ Il/\ l //\I II I / \/\ ll \/ � IlI\ / \ 11/ \IlI I I l/\I \ /I 1/ I\ / / ll\\\\\\I l\I \ I /1� \ /\/ \/\1/\I\ \ 11 l I �/1l\/l 1 11/ \lI1\I\/I Il 1I// ,1I/\/\I\ \\\1 /\ / 11//-\ I \ I1/I \ lI\\/ /\ / I/ l\ I (lI//\11 l \I\(1\ I I1/ \ / /1 1 \ I \\ l\ l\ \/ I I I \ I/\/I I /1�1ll/\ 1 \I/ �1/1 1I/ \\I1I1 \/\ \ 1I\I l I 11I / \ /1/\ \ I\ \I1�/ I/11I / \ I I\\1\ I/l 1 1 II/ / \ (1 \\ \I I\\\1\I 1 Il /\ / I1/ II 1 l \\ \�1 I\//\ /lI\II \I I I1 II/\/\\I\/ l/1(\II1 II /�1Il\I\/ \/1I\ I�1\ 1\\ /I /I //I \ /11I \ II1 /II /\ I/\I I I\\I //I\1 \ l 1I II\\ I / \/ I\I l I C1I /1 / 1 /\II\I\ I II \ /,II I I �\ /\I1i \ /0 \ / -twoz PL) Y�O�D- UGT U6T- UG\ \\ \- ' S " - i \ �\ Q \\ /l\\ \ , OO(W \\ O / L \ UG 45 4O to \ 1 W sN JJQV� <OQyC co > -- - -- 1 W 457N WJ9 \ 461 Lu 460 \ 45O \\\ m � I n W O O \ xO °WQ o 457 I p O 44o470 ' 0/ 6 I0 in U Lu Ln OA° [.4-SAN Oo l o \ 43 442-rr v O/°O \ 00- o / o_0� Q o/o°°° °° � o/ C/0o ///oo/ / JOB NO. o ro 40919 d / \ \\\L1111' /67 /\ / // °• °° ° � / I I I I I / / o / � / / ° 438 �°.° l/ 0 c ai N U C a) a) 0 L a) w O a Q co co O a) ° D a) a 0 U) u, as co a) 0- 0 3 ma Z) �O O (D m U) z O 0 c o 0 O N 0_ O D 0-1 zN Oa) �a g x w° o 0 Q� o .3 a c Y U) � 7 N U � x a) o a) U :S 2 a) N a) 0 0 E � U N O � �E � a) 0 �U O � u).2 co U 0 2 a) N o � U Q o u)a) a)- �E L Z O 30' VC 48' VC H K=5.00 K=49.78 U A.D. = 6.00% A.D. = 0.96% I PVI ELEV = 432.44 PVI ELEV = 435.04 r STA = 10+35 PVI STA = 11+00 C)PVI C) LOW POINT STA = 10+30.00 LOW POINT STA = 10+76.10 Z o LOW POINT ELEV = 432.64 LOW POINT ELEV = 434.08 ++ BVCS = 10+20.00 BVCS = 10+76.10 p BVCE = 432.74 BVCE = 434.08 1EVCE a0 EVCS = 10+50.00 EVCS = 11 +23.90 465 � � EVCE = 433.04 = 436.22 101, VC K = 105.00 O A.D. = -0.96% PVI ELEV = 457.50 U PVI STA = 15+53 cW HIGH PT STA = 16+03.48 0� o N N oR 00 N 00 d HIGH POINT ELEV = 459.52 H M (.0 STOPPING SIGHT DISTANCE = 742 Z m 4 dam- LLI � � BVCS = 15+02.52 N L j i BVCE = 455.00 EVCS = 16+03.48 0 = � X H � II > > EVCE = 459.52 (n U (D w (n O O C\I c0 II ROAD 1 INTERSECTION W STA 13+46.20 _I W 465 O O W C) W _ oo c- / X ¢ 460 460 00 / / STORM STUB OUT FC / PIPE 419 FUTURE PHA 455 455 o / 1.5' W o Lo Ln PROPOSED ) GRADE X ~ WLo O ~ r CD-1 450 450 00 (o (D (n / 8" CLASS 52 DIP O / WATER LINE 445 O �0�6°�° 445 L0 O O / o > / C7 / 440 O M 440 O II / II > / H J 3.5' / cn W MIN. 435 > > \ 435 Qc 0001oLo / .�.00% • / CD-2 / / EXISTING / / \ GRADE 430 430 / 425 / 425 SANITARY STORM PIPE 6-5 PIPE 119 420 420 I d Oc) rO O ML(j N NC) O 00 00 .t N0-) CO Md- d a�0) N Lf)� O �00 00 NN Lo ISM 00 OOM 00 ,T N M 00 N M cM co L6 (.0 co � N cocoM 6 C) It N (0,4 't N� � 006 � It N In N Ln u') 4 00 LC) � O Cfl 6 Cfl � d•M 't co It lt It It It It It It `71-d It It 't NtLo 't ItLo It It Nt Lo d Lo d t (.0 d' 9+50 10+00 11+00 12+00 13+00 14+00 ROAD 3 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 IR 3ES 0 50 PROFILE SCALE GLINT 'W, 5 FF-LET } ,to -7/ -1/ 2020 �11►1�t M >_ C)Q N V N � c > E >_ W W U < W t; 0 U. n w O ,1 a_jU0 z o_ J Lri - w N O rn a rj (� W H 5x �Ocn U Ln W w Q _ v N =U' n Z 0 Z W o N W O U M O ui M O LV (D O W � 2 H 0 C.) > N Lu = a U Q z O U) DATE 10130119 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE • AS SHOWN 91 l� 15+00 16+00 17+00 17+50 W NOTE: TIE CD-1 AND CD-2 UNDER -DRAINS TO ADJACENT STORM SEWER STRUCTURE OR PIPE. Om v UTILIZE INSERTA-TEE CNONECTION WHERE CONNECTING DIRECTLY TO STORM SEWER PIPE. 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M M i � •> b- " ° D� o , \ v- � , R / / / / / / / / /, , // / / / / I / l / I 1 10 °b o // ////// // /// // / '// // / , / / // / '/ , ' / / �'/ / //l // l / // l /l / / r r�/y /1/�/I/�l //// / //, �% // // / ' / ' / //I / I 1 /1 1 II I II II I I .�nJ gA ',yJ'I.�i,+',i,►I',i', ,\t 1 3320 l 1 / / / I / l / l 1 1 / / / / / / - \ \ ` \ \\ \\ \ \4\ \ \ \\ \\\ \ - p�0 / I I JOB NO. j' 1 1too I 409190 45 p ol 440- p 10 SHEET NO . i'V o° CO.04/ O / I �A111� 0 U c a) 0 0 L a) w 0 a Q a `o a) ro D 7 a) a 0 as co ns Q `o m 0 0 U c a) 0 0 L a) w 0 a Q a `o a) ro D 7 a) a 0 as co ns Q `o m 0 0 N �a 0 0 m U O CL N 0 N O N c 0 a d 0 a 3 0 O O O CO a J 0 Q U 0 0 0 0 O w U O �o \ � � \ V A\ VA V A A V A A A VA\V A \\ TOTS SITE AREA `A �\ I L I _ ` I v V I v v UGP PARKING LOT LANDSCAPE \ v Q v v v v v vv \v v v vvv � 20.97 ACREST - R�-( EA (HATCHEDK \ \ \ \ \ \ \ \ \ AHp�Te P \\ — UGP — / \ \ \ \ \ \ \ ` \ \ \ \ \ \ \\ \ \\\ - -- - \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \� � � 1 LOT v v \ X \ P RKI LOT L96 LOT 9-- - ' x 'i�'/ \L PAR NG LOT _ , - CONDO #3 \ LOT 1 I I / /' PICNIC a ( x ��\ - I I I I I I I I I I �� I I x x v L17�' I I I L�1 0 x 'L W N LQT 91 li Iv I I CON ,O # 1 I v v �6 2 v ®® I I I I I I • �OT 8 I I944 � / -� W iN ROAD SA I IXhJ11i I II v vv TREE,TY� 1� I I I I 1 1 vv \ vv v v v\v vv v Vv\vv1�� v\vvv P�RKING T- % 'CONDO #4y ' \ \ \ vvV v vv1vIvv\\I\1vI11v1vvI\ v L b v v v v v �C31V 09b�v v V vv vv vv v vv v v v v v v vv v v v vv ® v 09V A V s\ \ \ \ \ \ CONDO DO #2 LOT\34 jfl: � 9 LSD v v i �� ILTOOPENI I I I S dE' ' 1' I I I I STRUT—TREE,' vTYP`� s \ SAN \S x LOT 141 �OT 15 /LOT/ f 6 LOT 17 LOT 18 Q LOT 19 LOT 20 LOT 21 LOT 22 LOT 23' \ \ \ \ \ \ 1 I I 1 \ \\ \ \ \; \\ \\ \\ PL Z\A \NORTOT H v I A * \ x v \ \ TH, / AR�IC I I I I , v y i / / / / / / ECREvA ARE \ Vvvv \ \\ \V A A i \ \ I I OU D D / v Av \ v v v \ v v \ v v v x v v I I LAYS A P \ \ \ \ \ \ \ I <z �v V vvv �vv vv v v ` V A A V AV A V A xv A AV A vv �I I r- P PLYC URTS\ -TOT-LD - LOT', A xCENTRAL PIICNIC ,PARK �- --LOT �I � • v =� �k30 \ \ \ LOT 7 COT 37 --- - .` �• \\ \ \ \\\ \ \\ \ \ ` \ \ x \, LOT27 / / -1_ /x - - LOT3�- W�\ °\\\ // /' \ `LOT 26.. - - / - - _ — _ - - WUW v �yo� v v vv v `v � `\ � / / vv LOT25 r � _ � _x _� � ///' //// / // / //// /ii/i�/ii, j �//� /'/ LOT 4 LOT 2 �� V1GPO-BUFf�% \ s x '-BOAR QWAL / - - - - / // / ' W P-O_ BUFFER -TO -N1 W _BOUNDARY -IS /LI TS 4 / LAN DSCAPE CALCU LATIONS J Tree Canopy \ \\\ \ \ � , x �\ � - x � / � I STRE � ' / �� - _ _ _ _ � - _- P-RESERVfDhREES IN TH� / , v v vAvv v v v _ /` / LANQSC�APE CALCULAYIbN�///j Requirement: 70% of Total Site Area \ \ �\ �\ / / �A _ 16-2-0 ACRES) Total Site Area 913,604 Square feet \ \ \ \ - - _ E / co _Gross Site Area 873,479 Square feet vvv v v\ v - �v \� A �� x I ✓ ' � v� Rec. Areas 40,125 Square feet vvv vv \ I I I Pond Area 0 Square feet N' i WetlandArea 0 Square feet vvvv �I v v Required: 91,360 Square feet Provided: 382,952 Square feet + Tree Save 269,889 Square feet \ v\ v � -� 8- _ l5 � _• _- ' �i r I I I V \ v v v v v v v A \ 1 v V � � (+J Canopy Bonus 67,472 Square feet (+J Proposed Trees 45,591 Square feet - - - \ Street Trees i- _ \ _ _ Requirement: 1 Large Shade Tree (1 1/2"ca1.) per50 Linear Feet of Frontage / Street Frontage: 3,374 Linear Feet \ Required: 67 Large Shade Trees M \ \ \ \ R\ ESIDUE #2 Provided: 87 Large Shade Trees Interior Parking Lot Trees Requirement: 1 Large Shade Tree per 10 Parking Spaces __ -_ _ � _ v V A 11\AIII I I II I�I I I I// \ RECREATION/PARK SPACE NOTE----_____- ___ - \V A ` IIII Parking Spaces: 40 _ _ \ \ I �\ , I V 11 1 1 IIII II / Required: 4 Large Shade Trees 1 1 vv A / I V v v v v V v v ` THIS PLAN EXPLORES AND DEPICTS SEVERAL LANDSCAPE SITE -- Provided: 8 Large Shade Trees I I \ \ \ \\ \ \\ \ \` \ \ \ \ \\\ \ CREATION/SPARK SPACES. FURTHER_ \ \\ \ \\v \\\\\\v \ \ \\I vDESINOPTIONS FOR THERE \ I I I 1 v \\ vv\vv v vv\ ` \ \ `vREFINEMENT IS FORTHCOMING, PARTICULARLY O� F THE Interior Parking Lot Landscaping Area RECREATION/PARK SPACES THAT HAV-E B-EEN'CO-QESIGNED WITH\ v\ Requirement: 5%of Paved Parking anVehicular Circulation Area shall be MP A \ I \22L v Landscaped with Trees and Shrubs I I A v v vv v v v v� v v N v 1 v\ vRESIDENTS OF SOUTHWOOD. I I I Vvvv vv v v v v v vWP8 BUFFER, TYP 1 V A A 1 v ( I I I I 11 1 1 1 1 v v \ I Q Parking Area: 12,468 Square feet vv v v \ v v A I vv v vv A v v v A I I 11 1 1 111 111 1'1 1 / Required: 623 Square feet Provided: 1,520 Square feet I I vv vv li v v v I /ll l ll I I A / \ \ i / / \ \ \ \ \ \ \ \ \\ \\ \\ \ \\ \ 1 1 1 \%k0 M E O U N N N >E w Q LL 0 LL i n w Q� M Q JW U co z wj—ui O CD d d NON U w 0 � (n = N Z Z O N � M LLJ O O � O O W = ti C� W O cl� 0 0 w w w O N U O Q z O cn DATE 0 0410612020 DRAWN BY R. COSTANZO • DESIGNED BY �• • SHALLENBERGER • CHECKED BY • • 0. SCALE if = 1 30'-0" D O W V J z~\� 0 z Q z a W M < < LL� _3 U V) 0Qo wz m Q w Q J LL 0 W w r F--I Z 0 v i V / Q W O v J J 0. 0 > 0 O O O�' N rn 0 E N � N - v 4--) c/- -I--) s V W — O L V) +-� M S (A U M v a) in JOB NO. +U U 40919 W M SHEET NO. L1.01 0 c N U C 0 0 co 0 0 2- 0 co C co C 0 0 3 c L Q \ v v v v UGP \ V A \ VA V\ \ v A \ \\VA V A 0 N �a 0 0 U co CL 0 N 0 N 0 N c 0 a 0 a 3 0 0 0 O a J 0 U a 0 O t 0 O U) w U O O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ 1 1 I I I I I \ \ \ \ \\ \\ ----(6)AS V A V LOT 9/ - $ " \ — — —1 \ PAR LNG LOT , - CONDO #3 \ ONDO #4 \ �RKING L T PICNIC - / ILOT 1 1 \\ \ v 1 hX LOT 0 —74 \ \ \ `- • I I I I \ \ \ \ Q o \ I � 114 4,� v v I I I I I 1 A V\ A� \A LU II II I I I I,LAWN I I II I I I I I I I I I I I II I \ I II1AI VI \I ��co o ,�Wv> (6) (9� FIG 9' CONPO I(� LS CONDO #2 LT4 LU (9) FIG W ZI Q J(2) CF (2)F E�oI 11 C )14 "QBOT 8 a6(71 AS v zLU - -U TR (A acn �U- 0 . �EI / _ / I I I Z 1�} INS - 1 I I 2 I I / _ / / S / o I I I I I -C>> O W W rn -- JN( U \ \ - v l I I I l IvaAC} 2\� v v v � SA � � / / / / / / / IA / ( ) V / \ I I I \ - v Vv °---_ - _ -- -- --- ----- ----- - V0) (12) LS� A�DEN� O �- — (6) AS / �� \\ I I I \ \ \ 5 \ \°°o° =.: =:LL: `b�,;., I I (14) G8 v 'LOT 14�1 �OTi 15 LOT, l 6 LOT 1-7LOT 18 L,OT t9 LOT 20LOT 2� LOT 22 LOT 23 \ - s� / / / ' / / / ' / o AF / , N LU VO AR/ // a HQ v v (1 )vR - _ cA. w v - / / / / / / / / / / / / DATE i \ \ \ \ \\ \ \ \ \ `\ `\ \ \ / I I I LAYS P \ \` \ — �I� -- \ - - - - / /� / / / / / // / / > \ 0 0 0� _ / / _ / __-__ \ _ ' /' / / / / r / /l l ( %/ l l l l / 0 04/06/2020 4/7 \ \ \ \ \ \ \ \ ( 1 \ \ a ' P _ 4 / / l l l l l l R. COSTANZO \ \ \ / PL YC URTS\ \ 2) Q \-TOT-LO \ \ \ \ \ I \ V A v � � � A vv v \ V \V A A V A V �V A � V •�: \ \ \ v v _ -- ` d% � I (4) PA\ (8) GB LUT 3 - — - _ _ / / / / / /l // l / /l I I I I I I SHALLENBERGER (4/ IA�SI I I I I CHECKED BY D LOT 30 LOT 29 _S� / ' // / /,// / / /// //// / // / / //� I/ SCALE LOT n n \ \\ \ \ \ \ \ \ \<� --- _--_-- \ LOT B 2 v v v \ v vrr ` O' v g / -- v v LOT LOT 27 /' / L LOB 3� \ \ , , - --- - --------_-- SOT 26' \ \Q LOT 5 \ \ LET 5 \ \ � � �)tS LOT 2 I / / - - _ - - - / V-r` / -BQARDWALK v v v v v v OVI�Af' _ _ I \\ \ \ \ \ - \ \ \ \ \\ \ \ \ \ \ \ \ cP- TZ ` •.�_ 1 �I M \ I I / , , - _ _ - _ � i/// / / / 111 l l I I I I MEMO\ \ \ \ \ - - 5 \ - - / , / / I I Q I - \ \ z I - I , I I Q I'I l QLU a CIOv J z Le v v V - - �'- PLANT SCHEDULE o Legend - Groundcover g I I \ \ \ — — �\ z rr ' ' \ V v Grass Juncus effusus v I v v v - - - _ - - v ✓v z \\ I I \ \ \ ` \ \ \ \ \ \ \� QTY. SYMBOL Scientific Name Common Name Size Spacing Root Notes 10 Yr Canopy Can Total Z) _j \\ I I \ \ \ TREES 0 O W Hemerocallis fulva 8 8 Rhus aromatica I I ' \ \ \ \ �- _ _ - \� \ epaee0eee;oeve I I I _ \ \ M \ 8 AC Amelanchier con adensis 'Autumn Brilliance' Serviceberry 7' 8' Ht. As Shown B&B Mufli stem specimens, 3 5 stems 130 1,040 __...,.; Gro-Low 1 I J \ s��\ i \ 23 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. A s Shown Matched specimens 397 9,131 42 AS Acersaccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 8,190 0 \Lirio e muscari Ilris Sibirica ` \ / \ \ \ 1 1 BN Betula nigra, 'Heritage' River Birch 1.5" Cal. As Shown B&B Matched specimens 464 5,104 p I I II \ �� \ \ 10 CC Cercis canadensis Redbud 2" Cal. As Shown B&B 124 1,240 / O \ \ \ \ 14 CF Corn us florida Dogwood 2" Cal. As Shown B&B 124 1,736 / • O ap o O y III \ \ 25 1 \ \ \ 14 GB Ginkgo biloba Senfy Ginkgo 7" Ht. As Shown 14 196 Perennial garden Amsonia hubnchtii I \ \`\ \ \ \ a \ ` ' v " I 1 \ \ \ \ \ \ > > \ \ 17 LS Liquidambar styraciflua 'Ward' Sweet Gum 2" Cal. A s Shown Matched specimens 249 4,233 Q 10 NS Nyssa sylvatica Blackgum 1.5" Cal. As Shown B&B 123 1,230 � I I \\ \\\ I \ \ \ \ \ \ \ \ \ an v 5 MV Magnolia virginiana Sweetbay Magnolia 8'-9' Ht. As Shown B&B 113 565 I = Panicum virgatum Amsonia I I I I I\ \\ \\\\ \\\� ` \ \ \ \ \\ \ \\ 14 PA Platanus acerifolia 'Bloodgood' London Planefree 2" Cal. As Shown B&B Matched specimens 368 5,152 \ \ _ 'cape breeze' tabernaemontana I I I ` \ \ \ \ \ \\ \ ` \ \ ` \ \ \\ \\ \ \ \ \ 26 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown Matched specimens 299 7,774 i U .> I I II I \ \ \ \ \\\\ \ \ \ \ \ (d I I I II � \\\ \\\ \ \ \ \ \ \ MP Total = 45,591 Panicum virgatum I I \ \ \\ \ \ \ \ shenandoah' II 1 v v vv v vv vvv I I I �/ 4� A V A v v v F \ v v \ 1 1 1 1 I \ v rn WP� BUFFER, TYP \ A � 1 \ \ V \ v v A v v � � \ 1 \\ I I� 1 1 1 1 11 I I I I\ A 1\ \VAAA \ \VA\� 1AIIII I I I I I I v� N \V VAVAVA1j1111 I II / / s v v v V v v v v v v v v V \ V \ v v v I I I I \ I II I J JI I JOB NO. / a� v v v v v v v v A\ \ V A A V \\ V A V \ 40919 SHEET NO. O /30 0 w 100 I / L1.02 I LOT 1,2 \ \ I I \ ' / / (4) FG (4) F 0 c N 2 U C N 0 0 w co 0 0 2- co co 0_ C 0 m 3 L