Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP202000033 Plan - Submittal (First) Final Site Plan and Comps. 2020-04-06
SOUTHWOOD REDEVELOPMENT - VILLAGE 1 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) DB 4773 PG. 328 09000-00-00-001 AO PARCEL AREA: 8.83 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 3375 PG. 063 090A1-00-00-001 DO PARCEL AREA: 86.80 ACRES ZONING: R2 RESIDENTIAL DB 3375 PG. 063 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 PHASING: PROJECT SHALL BE BUILT IN ONE PHASE. DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 9OA1-1 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 BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE DETENTION SYSTEM. AGRICULTURAL/FOREST DISTRICT: NONE PUBLIC R/W: 4.35 AC. OPEN SPACE: 0.85 AC. RESIDUE: 109.8 AC. PROPOSED LOTS: 4.78 AC. TOTAL AREA: 119.78 AC. SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. ALL BUILDING UNITS SHOWN ON ARE AFFORDABLE UNITS. 3. 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 Vd l+KI )A4` FTE AR PEAK HCHJR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT I IN 0LTr TOTAL T�V OUT TOTAL Phase 1 tdesidenliall�1 ApartrnerprslTawnhOmes 22I}`2} 270 D.U. 2.000 28 95 t 90 53 143 Single Family 210 30 D.LI. 343 7 19 2r; 20 12 32 RRSOenffal Suhtow 300 D.U. 7, 34-3 35 114 !4 + 110 65 179 Gummercial Retail 320 25,000 S.F_ 944 15 9 24 1!; 49 95 Olf-,ce 710 25,000 S_F. 277 43 7 50 _ 26 31 CarnmencialSubfolal 50,000 S'.F 1.22' 58 ;C 7.4 C 75 126 Phase 1 TotaPl 3,564 93 130 223 151 140 301 Phase 2 Res l denti Ed' Apartments(Townhomes 221�7) 143 D.U- 1.044 15 52 67 51 30 51 Single Family 210 16 D.0 193 4 12 1E 11 6 17 Resfawnd Strbtotai 159 D.U. 1, 233 19 1 4 83 62 36 9u Phase 2Total 1,233 19 64 63 62 36 98 Southwood Total lPtlaise 1 + Phase 2) 4.797 112 194 306 223 176 399 Source. ITE Trig Generation, 10th Edition. I- Riasident al trip generation .assumes 10°k of the units wall W single family dwalhng units- All pthurs will be apartmenNItownhornra,. 2. FTE includes lownhomos and apartments in the same category with the 10th edition. 3. The overall development (Phase 1 + Phase 2) is capped al 5,000 daily trips. To ensure maximum flexibility, Phase 1 trips were assumed t0 be split e%enly tretween residential and commercial uses- 4- Phase 2 consists of MO total units but will replace the existing 341 units curronlly on site for a net increase of 159 units. 4/6/2020 C, ,a.� se Oak HAI 4� .ti e�2 N+ckery St Cr SITE 'Fly LOCATION VICINITY MAP 1If =10001 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 C4.00 BLOCKS & OVERALL PLAN C4.01 LAYOUT & UTILTIES PLAN C4.02 LAYOUT & UTILTIES PLAN C4.03 LAYOUT & UTILTIES PLAN C4.04 LAYOUT & UTILTIES 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 C6.03 STORMWATER SUMMARY PLAN C6.04 STORMWATER SUMMARY PLAN C6.05 PIPE & INLET CALCULATIONS C6.06 PIPE & INLET CALCULATIONS C6.07 CULVERT CALCULATIONS C6.08 STREAM BUFFER MITIGATION PLAN 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 C9.00 WATER HYDRAULIC ANALYSIS LAYOUT C9.01 WATER HYDRAULIC ANALYSIS RESULTS C9.02 SEWER HYDRAULIC ANALYSIS L1.01 OVERALL LANDSCAPE PLAN L1.02 PLANTING PLAN E1.00 PHOTOMETRIC PLAN E2.00 LIGHTING CUT SHEETS E2.01 LIGHTING CUT SHEETS NUMBER OF SHEETS = 51 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE Ora%1 • � f t C' GLINT W. 111.1c. N 54380 At * � 16 / 2020 + M F O 0 U N U� N 0 Q O > E E Uj � o 0 U. w O a cl� YJ L M a -1 U 00 M a > o (7 W N O x of 0 LL 0 Q (n _ N = U > a c Lr) O N WV) i M a� 00 J o w CL O (A z 0 z O tl U w z O V) w tY DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. z Uj C > rG > ^ w L1 J O� Q w W J m LU LL o U LU 0 0 0 Uj " ry 0 O O 1 D O V JOB NO. 40919 SHEET NO. C0.0 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 NUMBER OF LOTS too �"��000 0i PROVIDED *00 'vp*k f p CLINT W. 5}j.FfLET t #, Lic. N 54380 0 4 . 41612020 3 At 10 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 > (cD m C7 W N z� rt) O x of 0 LL 0 Q Lr) _CU N = U � � Q . c Lr) o °1 C i M d � CO J O w CL O (A z 0 Fm z O d U w 0 z O w w Q 0 DATE 416120 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 0 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 firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built 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 by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as built edges. Show the as built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. Albemarle County Public Road Acceptance Procedure 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, s, 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 thus, 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 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes l , 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. maximum allowable oriz n reasonably obtainable The ma o able slope is 2:1 {h o tal.vertical). Where real y , 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. 8. 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) 16 6060044000 too raft #4. CLINT W. WFELET t 41612020 Ci 00 i* M E 0 0 U N U� N � > E E LU Q 0 LL o w O o cl� LU L M a � U 00 LUJ - Ln a > o C7 LU N 0 O x of it 0 Q U-) _ N = U � � a . C: Lr) rn O N W i M a� CO J CL O (A Z 0 FM z O a U w z O V) w ry DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W (D J J i z UJ U) 2:> J_ CL LU Q J 0 LU w J co 0 LUa '06 \ o V) LL / W W I- C 0 O z W Il ry 0 0 1 D 0 U) JOB NO. 40919 SHEET NO. C1.00 -0a 0 �o a0� o CD �U) z �o 0 m o �U) m� a 0 � 3 z N 0 a�i �Q �x o w Y0 � o QY 0 3 n � (DC: >Y U U)x= 0 0 N U w 2 0 N o W o Ea L� U @ o �-0 �0 .5-0 U o C M 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 UNDERDRAINS, 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. STDP *Reduce spacing 40% 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE CONCRETE SIDEWALK PAVEMENT SECTION NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 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 1.25 16 16 C 8 20 )( WALL THICKNESS (MIN) -INCHES BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. No Scale )O()(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 XVDpT STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE COURSE - SM-9.5A ROAD AND BRIDGE STANDARDS 2" INTERMEDIATE BASE COURSE - IM19.OA SHEET , OF , REVISION DATE (AT LOWER END OF CUTS) 232 501 3" INTERMEDIATE BASE COURSE - BM25.OA 10804 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 O O O O O O O 0 0 o CD-2 LIMITS FOR o 0 0 0 0 �� g" TYPE 21-B AGGREGATE SUBBASE COURSE PAVEMENT a�OVR OUT ET�P�EY SUBBASE TOP OF CUT COLORS: LEGEND -WHITE (RETROREFLECTIVE) SUBGRADE �r- TOE OF FILL FILL COMBINATION UNDERDRAIN J ( E� o 0 oO o 0 0 0 BACKGROUND - RED (RETROREFLECTIVE) (TY ICAL)LINE DITPAVEMENT LINE L#rE I I EDGEOOFDER ��/������/�/�������� 1-1 COMBINATION UNDERDRAIN CD-2 ON FILLS i 90• TRAVEL LANES CENTER LINE SECTION-1--q - -------ILL—-- - (WITH TYPE 1SELECT MATERIAL) I EDGE OF PAVEMENT COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) MUTCD STOP SIGN DETAIL TRENCH PLACEMENT SHOULDER LINE No Scale I PICAL) PAVEMENT SURFACE & BASE / DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 000000 0 0000000 0 SUBBASE LIMITS OF PAY FOR OUTLET PIPE •6.6.6.6.6.6.6-6-6.6.'? 0- -SELECT MATERIAL TYPE PLAN VIEW SHOWING PLACEMENT OF 0-0-0• - PLAN 0 == CD-2 UNDERDRAIN Outside Lane Closure Operation on a Four -Lane Roadway Y •• #57 AGGREGATE, #B AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. GEOTEP TILE p_0�. NON -PERFORATED OUTLET PIPE (Figure TTC-16 0) RaNAGE DRAINAGE FABRIC OR END >Yi END ROAD WORK ROAD WORK ( G2� 2 V)-PAVEMENT SURFACE & BASE . , ROAD CROSS SECTION ` 2 BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) is HICKORY STREET (25 MPH DESIGN SPEED)a 8" TYPE 21B AGGREGATE BASE COURSE COMPACTED SUBGRADE 8', 1.5" SM-9.5A 5' (PARKING) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS CG-6 13' C/L 11' (BIKE LANE) CG-6 ( TRAVEL LANE) (TRAVEL LANE) 25 _--- 2% 21--- 2.5' LIGHT DUTY ASPHALT PAVEMENT SECTION wwwwww No Scale 1 COMPACTED SUBGRADE 7 2" IM-19.OA 5 6' 3" BM-25.OA 6' 5' 8" 57 STONE SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK 62' RIGHT OF WAY COMPACTED SUBGRADE AGGREGATE SHALL EXTEND <z DENOTES GRAVEL ROAD ON PLANS u:zy NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. GRAVEL ROAD SECTION HICKORY STREET CROSS SECTION No Scale No Scale CD-1 _ W-12 TOP OF CUT PAY LIMITS FO;RVZ_ YPICAL) CUT OUTLET PIPE ADE PAVEMENT BEGIN WITH 4 SUBBASE DITCH LINE ELBOW NON -SLIP BROOM FINISH FILL UBGRADE / EDGE OF PAVEMENT / C COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION TRAVEL LANEST (WITH TYPE 1 SELECT MATERIAL) _ - - _ /-45N-L - �� s• VARIABLE WIDTH' TRENCH PLACEMENT EDGE OF PAVEMENT 4t OUTLETITS ORO MAX. CROSS SLOPE 2% SHOULDER LINE \`\ BEGIN WITH 45• PAVEMENT SURFACE & BASE ELBOW 0 0 0 0 0 0 0 0 0 o OF TOE OF FILL a a E SUBBASE OJT a ° a o-o-o-o-o-o-o-o-o-o- �. -� / / / / a / o - o - o - o - o - o - o - o - o - o - -E:-SELECT MATERIAL TYPE I OR II (TYPICAL) / a a 6-0-0•0-0-0-0.00-0-0.0 o GO��2w �� �� � �� A D #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW / ceoTExnLE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR 4" 3,000 PSI AIR -ENTRAINED CONCRETE F PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 0 0-FSUBBASE OR CEMENT STABILIZED SUBBASE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER 00000000000000000 00 33 - - - �� SELECT MATERIAL TYPE R OR SUBGRADE o -0-6-0 -.6-6 0-0- _ o - o - o - o o (CEMENT OR LIME STABILIZED) C #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. ° 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 SHALL ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2xMIN. (3 X NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN A R1-1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TYPE OF PIPE CRUSHING STRENGTH T. 4" NOM. DIAMETER *W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 10.1531 SMOOTH WALL PE 1 70 PSI )O()E 1 1 70 PSI )()()f HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE C( 0 0 0 0 0 0 WALL THICKNESS (MIN) - INCHES 10 -o- o- o 06969696C. - F- SELECT MATERIAL TYPE Y OR SUBGRADE O o-o-o . - - - (CEMENT OR LIME STABILIZED) )OO( TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. #57 AGGREGATE, #8 AGGREGATE OR CRUSHED NOTES GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. / FAABaRI 0 DR E 1, GENERAL NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. / 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' - 'i20` 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 X MIN.(3% OF 300 FEET OR LESS (ALONG FACE OF CURB) DESIRABLE) GRADE. SHALL BE PAID FOR AS RADIAL COMBINATION SHADOWVEHICLE � 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 INLETS OR MANHOLES. LAYER, THE BOTTOM OF THE CURB & GUTTER A REQUIREMENT 0/' 5'-0" GGREGATE BASE MATERIAL TYPE I 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE SIZE NO. 21B (6" MIN. DEPTH) WITH OUTLET PIPE ON LOW SIDE ONLYOF 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 INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 5. ALLOWABLE CRITERIA FOR THE USE IO CND O (AMBER CAUTION MODE) 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. 2" R THE ROAD DESIGN MANUAL IN THE SECTION 7. OUTLET PIPE TO BESECURELY CONNECTED TO E'IV-120R OTHER DRAINAGE ON GS URBAN STANDARDS. 0 STRUCTURE. O SPECIFICATION O / REFERENCE STANDARD COMBINATION UNDERDRAIN ROAD AND BRIDGE STANDARDS 1vooT SEE 0 / 232 (AT GRADE SAGS AND BRIDGE APPROACHES) - NOTE 5 ILLUMINATED FLASHING 501 REVISION DATE SHEET 1 OF 1 O 701 VIRGINIA DEPARTMENT OF TRANSPORTATION o o > AMBER ARROW ,oB.oS O TYPE C o H� SEE NOTES 3& 6 SEE NOTES O O O aj SHOULDER SEE NOTE b ER STEEL 3/16" THK. STEEL @ EDGING W/ 12 ' D • D • D . D 2 El{ 3 O 1 O O ' EDGING STAKES @ 24" O/C THE BOTTOM OF THE CURB AND I N I , ■ 8" 2'_0, PARALLEL GUTTER ATO THE SLOPEY BE OFW4-2R ' SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" THIS AREA MAY BE CONCRETE IS MAINTAINED. III III - AT THE OPTION OF THE CONTRACTOR SEE NOTE 2 LANE ENDS - - R4-v7L �i .� vv9zL II II III I - LEFT MERGE LEFTTIT SEE 2" COMPACTED STONE DUST PATH NOTE 2 l TYPE OF PIPE CRUSHING STRENGTH )( W.T. 4" NOM. DIAMETER )(W,T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 0.153 SMOOTH WALL PE 70 PSI )()()( 1 1 70 PSI* NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. ROAD 3 CROSS SECTION No Scale ROAD CROSS SECTION II ry III a ROAD 1 (STATION 10+00 - 20+12) (25 MPH DESIGN SPEED) LL M I C/L 1.5" S10, (PARKING) CG-6 CG-6 (PARKING) 10, 2 5' (TRAVEL LANE) (TRAVEL LANE) � 2 5' �- 2% 2%-- 1 , COMPACTED SUBGRADE 2" IM-19.OA 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 iJ z 6' I (PARKING) C/L CG-6 1.5" OM-9.5A 12' CG-6 2 5' (TRAVEL LANE) (TRAVEL LANE) 2 5 _ 2% 2% _ 1 KA 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 1 (25 MPH DESIGN SPEED)'f 't M .. 4.5'C%L 1.5" S09.5A (PARKING) CG-6 CG-6 (PARKING) 10 2 5' (TRAVEL LANE) (TRAVEL LANE) �{ Z 5 --- 2% 2% --- I t < 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 l' BEYOND THE BACK OF CURB (TYP.) RIGHT RIGHT ROT -RESISTANT 4" COMPACTED VDOT #21A STONE BASE NOTE: ROAD CROSS SECTION COMPLIES WITH LANDSCAPE FABRIC - VDOT SSAR DESIGN STANDARDS. CLOSED 'i i� CLOSED w9 3H TURN UP AT EDGES COMPACTED SUBGRADE - 95% S.P.D. AHEAD AHEAD SPECIFICATION War COMBINATION 6" CURB AND GUTTER SEE L STONE DUST PATH SECTION ROAD AND 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 i_ WORK W20-1 AHEAD AHEAD MOT PLAN No Scale elk OAF vp jr, #4. CLINT W. # Lie. N! 54380 ►�� -1/ 6/ 2020 s 4r*: pop *W#iiiiiirM4 M E C7 O 1' nl N � Q o > E w CU E ~ LU U a 3 Q U. 3 o LL o C,� lJL M a UJ U z w ;J - Ln O rn rj a ('D W z H U �O�X (n of � a; `a` w oQ �� o Ln = U Q -,D O Ln oN w � M � d CO J Ln crf O 0 � w > w w - = Q 1' U z O cn DATE 416120 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE • N.A. • • Uj i V Q 1' J I% I z LU U) > J_ LLJ J 0� Q wLU 0 J w a 06 o 0 Lu LL1 I- Z) C 0 Uj ° z i I1 0 1 0 0 D 0 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' MIN V 2' TO 10' (270°) \�60 7 CU. FT. 18" VALVE BOX GRAVE, LrT 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PIL 3/4" 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 r - 1//"' 1 1 LOCATION (TYP.) EOP' PAINTED PER 2% MAX. 18 y �4„ VDOT SPEC. 8' 5' 8' 88' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale `FACE OF CURB PAINTED STRIPE 9 (TYPICAL) REGULAR SPACE PLACE S GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 0 ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID Nu (�i-I�l M.J. GATE VALVE WATER .11 b h I I d b hm LINE 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA THRUST BLOCK a ° � a a 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 2'_0" � RUBBER COATED STEEL STEPS V-0" MAX ;0.: CAST IN PLACE PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN 0 THE DROP CONNECTION SHALL BE 0 DUCTILE IRON PIPE (CLASS 50) e 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 LIN 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN e. INLET & OULET PIPE SHALL BE D s Y 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 NTS FIG. S-I-C WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING le 12"* EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS 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 %Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * 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�/Z 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 TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. �VDOT ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING SHEET 1 OF 1 I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 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 ON CONCRETE BLOCKS DOGHOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". _ EXISTING SANITARY SEWER PIPE MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING 12" THICK VDOT No. 68 STONE BEDDING 8"x8"x16" AND 4"x8%16" SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE -1-A WITH 3,000 PSI CONCRETE ON FIGURE S OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE 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 lllllllllll lli lli lillllllll lllill illllllllll II IIIIIIIIIIIIIIII IIIIII IIIIIIII IIII III IIIIIIIIIIIII IIIIIII 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 18" METER BOX 6" EXTENSION r(P21 PE SLOT PLACES) COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 SPECIFICATION REFERENCE 315 (a) 1" (25mm) olA 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] rd DIA [60606mm] 28 7/16" DIA 5/8" I' [722mm] [16mm] 36" DIA 0 26" O O [914mm] [660mm] 1 1/2" 13/16" [38mm] FRAME SECTION [20mm] 2' (51 mm) LETTERS 22 (RECESSED FLUSH) 1" [25mm] N' q 3 1 /8" 1 /2" [13mm] S 3 13/16" # 22 13/16" 2 1 /8" [97mm] [579mm] [54mm] 1 3/8" 0 25" 1/16" [635mm] i 1[35mm] 9/16" O.D. OF GKT GROOVE [1/16 CAM BOLT [14mm] SECTION VIEW 1/4" (6mm) DIA SEE ASSEMBLY NEOPRENE GASKET DETAIL t (2) WSHR 1/16 X 5/8 X 1 1/2 S 1045 (2) CORED .1800" 1 5/8" (2) BLT HEX PART5/8-118 3 1/2 SS E W PICKBARS [5mm 2400" [ ] PART# 00981250 41 mm [6mm] 1/2 " 63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1.50 OD SS PLAN VIEW 1 1/8" (29mm) DIA BOSS [13mm] PART# 00981318 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. (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. LOCK LUG TYPICAL WATERTIGHT (SHORT)SPART# 00193585 A A w 11 1/\1 r r-r% A R Ir A e%e%1, /rPY LOCK LUG ASSEMBLY FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA J 2 _p" a, RUBBER COATED STEEL STEPS MAX o CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL S-O" MIN Q THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) s 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5" MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE . OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH - ' TRANSITION OF FLOW BETWEEN ;., INLET & OULET PIPE SHALL BE PROVIDED. a .3" 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 NTS FIG. S-I-C BRIC SOLI I TRADE ATE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS, 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 N.T.S FIG S-I-E FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA -1*01 STREET SURFACE OR NON -PAVED AREA V-0" MAX 2'- 0" e RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5; FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ° VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING - SEWER. TA. a a e A FILLETED INVERT FOR A SMOOTH 4& 12" 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 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT11 * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING N0. 68 STONE - - 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. 21 A 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 NTS FIG. S-3 44666004000���"V.itI,T W0.4,pope 1fv • } Pof 0 # GLINT W. 'x 0. S F _LET IVic, 43910 4v1: +11 -1/ 6/ 2020 IC +; M E O U N > E 6 E w W U a LL Q LL w o U Q J 00 Z Lu O ONN d (D W � H ~ �M - I- 5 U �Orn x 0Q�t w o U)x :=N z Ln O �vQLn C O N N W � M CL - CO -1 C:)W %D H vi O 2 (D Z) O H Lu \0 / Lu Lu = a U 0 Q z O � DATE > 0 4/6/20 } DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. (W V j 1--1 z W Q U) W J 0 Q w jW Q m W Q '06 v LL J W 2 0 0 LLJ ° z ce 0 0 0 V JOB NO. 40919 SHEET NO. C1.02 1s 5 3 U c > O 0) M L a� 0 :z fn 0 a) D 2 0 s M m Q `o 00 0 3 c -0 a. 30 -0of O (D a z °) 0 -2 T � E o 0 c a) C N D- o � 3 zN 0 U) a g x H N w N O C v-_ 0 o_ o '3 a Y �N a) 0 a) o O U w E N m 0 N O CD 0 `O E =_ U �0 m � 0 C N O U -0L CN M(n U) O C:U o Q� U)2 a).- E L- a r_ a m S a`) = m U .0 a 0) (M 0 lzt O N C O 0 a �/ / \ \\ / \ \ LEGEND �'�1�TWr LEGEND / \ \ '11� + I �► p mr Ink a of \ / \ \ REMOVE EXISTING VEGETATION i 0 .+ STEEP SLOPES - MANAGED / / \ ® �, 1 \ / / \ \ / / \ \ I( MILL & OVERLAY ASPHALT #��/% S FFLE T � 10 STEEP SLOPES -PRESERVED l \ - _ / j / / \ \ \ I . Lec. N . 54390 - - - ---- �p4$ \ � - - _ � � \ \ \ I I SAWCUT ASPHALT 0 �/ 6/ 2020 �� SCALE 1"=100' I I 'em s' 6 . EXISTING INTERMED/ATE CONTOUR - / - - 32, - _ - - ' \ \ \ \ I I % `'O p�,L V II EXISTING INDEX CONTOUR - - - - �O 0 160, 260' 1 \ \ I EXISTING EDGE OF PAVEMENT _ - EX. EP- - _ - /�/j^\� \ \ \ \ I _ //\\l\ \ \ I / \ M _ EX. C&G = ==/r/\ _______ \ C) E EXISTING CURB AND GUTTER CG-6 _ - -- - �/ j� %\�� \ \ i __ ' _ _ - - - - - - / - - � 0r14 0 PROPOSED CURB AND GUTTER \ _ _ _ _� // / � \ \ / / a O \ i I EX. 15" RCP ��--- �///\- \ / /------- EXISTINGSTORMSEWER ------------ -- -- - - --_ > E EXISTING SA NI TA R Y SE WER - � SANS - I ,- - ; \ - / / / \ / I I I ~a 2 B � ./ \%/ ____//// // LLLL o EXISTING WATERLINE - — w— - / ///� \ _ /�I/ \ _ \ �\ rr �� _ - _ _ 1 \ i � / /; \ (/ I I W M / 1� CENTERLINE ° / i -/ �\\ \\_/ Al _ - / \ �_� (i r w U O I I I I DAM INUNDATION BREAKZONE - - 0 O ° / / ) + / / / \ \� � J I* /' - - _j,/1 r� �`II 1 \ \ \ a � oN r, / / ` \\II \ I I I I CL EXISTING FLOODPLAIN o 0 0 0 0 0 0 0 0 0 0 0 I, / / , , . , ' - - - - / / Ir1/ 9 J) I\ \\I \ z � � U 0° /-i. ) / / /' /' --'- / //' /<\ \IIII \ 1 3:oU) w STREAM BUFFER - — — — - I / / - I I � W ai u- EXISTING TREE DRIP LINE 1 ° / ' / r ' / - , i / - , / /r J J - _ - _ _ _ \ , . \\ x N z \j\ EXISTING TREE 95'OAK o°° �\ I111 11 I / rr/ '/ '//r/ /' / / - Ln ` 1 1 I/ I ' / /,/ , , _ _ _ = _ -/ / _;; � i_ ='_I %%�'%/i� / // / ~ c °' > 0\ / I I + r / / / ' ' Lu - // _ /���1��\ Ill / �/ //" / - --i�'� �'--�_ _ � _ _ � ��- - aM � d _ �- --- - -- - -- - //� 1/�/I / 0 I // / / r/ /// / j////- � ///// ^�%_ .,1/////lI )//) �i�J�i/, - ,- �/ / / // ,-I J ' T _�� -1 — _-�� / / / / / 0 / / / / / / / / _ - -- // , � // 1 / I t I -r 1 / - L /� / i / - / / / / I 1. . 1 / \ - -, -_ _ -} --- - �� H I / J/I//�,/ I0 / / r / / / ' r /' ''/ = -� _-� -_` r'(' v '/ I 1 I I I \\ l=- -� -\- -----���_��> l / / ' - ` - / %r - \ \ // / / /� / / / r / , ( ( (/r / / / / r __ )-- -- ( f---�-- --�''��\ T \ - �- - -- - - - _-- - Q _ / / / / / / / r / / / / 9' �� � ;,; ' ' / / r, f I _I 1 I - + + 1- LQ L 'NCH�(l1KC§ R 'F t \ \ `�� - �T \ - \ -I / i 1 ( I I E OV l / � - , I \ 1 / / / / / , , _ ,, / - / ( 1 1 �---<----- \ < - - - _ o x _�� r J / I I I I - T < - k ` / 1- > \ 0 / ,:� -7,--, _N7;__�� - IK 4k \ / 0 / / // / \ \ \ f �/, /,, / ' / /� > / _� /-� / / W - II � � VIV� il/ a�,T� - 3r'_ - /aSA�/��.iT - // /i I / % �� \ �\ \\ ��_ _ _ _ _ p \ / of ° / .1 / ) `� �i1 / / 7/ - / -- J 1 / / / „E / / / 11 l / 1 �� _ - - o/ - r/ 4 1 / 1 �r // / // - - - / - / / / / / \ / / / / yl I r r / ((/ i/ � - / : - / ' - - / / / / / , / AM1Vfl1k KA CEO EF�OI1/� �,If\JAL/ DE. / / / / ( \ P QH fl y / o d - / - - / // / II /���( / - / / ! / / ��-A w \ / I / / / / - _ __ l I I / / , /GO� CTOR TO JJOFWIo, �fH I�TyL�� / -� �� / r' - -s Ji 1- \ \ I o i I /�% VDB I HT / I l / ^�\ \ ��\���'//i / %'// / / _ - _ l l r ' - � w 0 - r \ J, \\ - _- / - -- 11 II/ // / // r/ // FI ' / / _J / _- / \ / I 1 r ' / - A / / / / _ �\ � \\ \ \\ ' '- ' i ' / ` - _ _ � / ' - / I / / / / �PP�2" ,F-,RSA2CC�F��?11>GLY% / / - / _ _ / / / - /- r7 -//� _ � / = Q MANAGED . / II {ANCE I l l \ \� (/ - l I I J l / // /r / r r / ' / / / r/� -\ . �� -\ \ �/� I III Il ) l , / / , // /--/ - - - -� , I,1 / / / /,/ / / / / / / , �/ ' / /' /-�-\-- \\\ Jrr Q - \ CRITICAL SLOPES / I I r ASEMENT o I /r %/ � \ - \ / - ; _ ; _ _ _ . - - - -_ r l I l , / /F E,M fE I _ - / / r/i / � X \ � / z /' v �II/ / /V / - // \ V A / - - -_ 1 J I l ( / / /' // '/� /' / /�// �// \� , '/ ' "C r - // I / - - I I 1 I I l / / / / / / / /,i'- \ TYPICAL / J 1 / / / / / \ \ - - _ - r 1, II I 111 I I I / r / / / f�ySPHAL�T / - \ _ O �' : ( ) / / ,-I + ! o / // / > > ,_ - _ - _ - - -- 1 I I I I I I ( ( l / / / / I / EXISTING VEGETATION /�i// ,�� � �'`/ __ _� �� ;\ ( /' / < / '� /�l ( o / �'i ' J / ' / \ \ - ` �_ �', - '_ _ _ _ - - - 1) l 1 \ 11 1 I 1 / / / / / / I I - I- - / A/i� ✓ 1„ / �' = / _ - cn DATE =� _ _ - _ - / ' / / // ( r �/ /I - / / 1 ^� - - _ _ - _ I \ 1 I I I I / 1 J I I I , / I \ TO BE REMOVED / ; or l / _ - - - / =- - - '\ - / / ' / r / o r / / / / 11 I L / _ '_ - - - - - _ - - _ J I I 11I I 1 I 1 / / f ) \ 'i//'/ /.. J I y ! _ _ _ / > Ccr � _ _ �_ \ �� _ __ // / / ' _ ' / , / / / % / / / 1 - _ - - -� - - - - ' - _ J \ \ \\P)Ai4C \ 0�(�IJO b-OQ-�(�I 91A I 1 - \ _ \ _ r / / ` / " _ - - - cr / / _ _ _' - /'L'' / /�/ rr� \ \ / / / / // / /_- - \/ // I III / \\ << � \ -i -� ( -0 P 1 \ - - \ \ \ \ / /'/ / / I / I I rii _N - 4 6 20 \\� \\ \ \\\ < __ _� _ _= \ + / �- \ d / / ��jj�/ // / i / �\ \/ / l I I )) <� �\ \ - - _ [+ j�\X1 \ y� 1 , I\ - \ \ \ '/' (\max\ 1 _-<� y// p DRAWN BY \ \ \\ \ \ < \ �l / �_ - __ __� / / / // j / / / /_ \ / I I - <o\\ \�\ \� 1 r \ � - J (� T Ull R ,L`G LL � _ \ \ \ �/ �\ / �J 1 1 /////// - < i /\ / _� - / \ / / / \\ / I I �\\\ _ _ }��\ \ - I I /\\ 6L\ \ \ \\\\i )� _ -_�f / im 1% 1 // / \ / / /// / / / _ I I I ( i7 �\ :\ \ \ / - - _ \ � _ J \ �QL:( I�Q �,/ � �i �� / I. I.....,ev / / �r / 1 �'I� - - - \� \�< \i- \ y� r1 _%� ��//i= _ =1' \ / / + / / 1 / ' /// / /''/-- �\( I III I r - \�� \\\\\� \\ -\\ _ \ \ \\_- \ ) // ` //////// _, I 1 / \ �°\ <\. i 11 - 'i_� - I \ \ \ / / , < ( \\\\\\ - \ \ RE �V / + / / /// / < /.�--�\ / l 11 / 1 r I I � `-__ ___- ��_ _ < I I )1 \ \ �\� \ / / / /° / / / / / / / /� / _ < `\\ I I I _ _? / \\\ _ �. \ \ - < \ 1 ( / / //// 7 / II Ii / - - / C. GAYNER \ \ 1 / / _ / / / \ \ l I� / �/r/i/ / r /� - - - /// '\/ , I T=--r- _� \ I I II )11\\O �i \ / / / /ir / //i/ / _ << \\\ -- \ �,�RHI , 11 ` // /f/'"' / -�, r \ 11 \ \- 111+/lll ! , / ( l �__ �- _ \ II I I lIlll l\� 1/ p / / // / ' //'// / - \ - _ _— -=)_ \ \ _ l - \\ \ ll/ l 111 _ _ / l! 11/l 1 ) o / / / //i / - - - \ _ _ _ - _ / \ _ \ l ll/ Il / l l l I I I �j 1 \ _ / �� / // / % / 'l l //l j 1 JI 1 �/ /' // / / 1 // / / - _- � - - _ I \ \ \ / I / J —�/' / - �` DESIGNED BY \\ \\�_�\\1\✓11111r II///, i III�ilI111 \\- 11 1 /r / /////llll /� l�/� /� / //! �/ ,�'�'/'////�� _\`\, % -\ /�/� /�///%-__-f� // / • / 1 / / / / \ ) \ '� 1 I �I - - _ / '/ / //r / // P /'' l / i // I 1 9 //'/ - _ _ - _ - C. SHIFFLETT \ �a \////tl\�/11 III IIII 111 �/ Illl" \\\ \ /����/�/rij/'r , ',/1/ //� '' /' (' //,/ % /I , // �/ /- _ - -d % /( \ I I I 1 I I I I I \I� I \ <11 / // / /i , /// // // // / I // / / / / - + - _ _ / / IL - /� _ - ��� 7 -,= - / \ I11 \ U1 --- /r ///�/ / /// P / / / //// / / - _ — --___- �- _-_ 1 III \ - J / // / / / // / / / / / _ _ _ / / � // - _ \\ CHECKED BY • / \ \ \\ 1 \` \ \\- / 'err//, /r //r///�///r /////ll � / /° I l /l I / / l/l / / \ �< / \ \ \\\ \\ \ / / / /i / \ \\\ / / r (\ \ \ \ \ \ \ \\\ \\ \ \ \� \ _ / / r /,/ r,/, , II l + �/ / /l I l l / l \ \ -G ' _ _ S24Z1,1-z -vV 3t5: * ,- �- _� \\\���� - ( \\ \ \ \ \\\\ \ \ \\ \ \\ \ - / „ r, ri Tarr / //i // /l l o I I I I l I I \ ``` \ \ _ - - - \ 4. - \ \\ \�; \, _ 0 C. SHIFFLETT \\\(\ \�\\ \\\ \ \\\\ \\ \\ \ '� -/ / /i/�r'/ai/ /Z /i//w/�� , / I /� /� I I I I I ' 1 - -' \ l�X \\ / l - ---_' - \ - - -��< �� < \-�< • o \ \ \ \ \\\ \ 11\ < \ / / // / / r /j� // / / / / / l o \ I I J I \ / \ \ \\ <\< J \ \ \\ \ \ o\ ��41QJ� tK \ \\ \ \�\ \ \ - - ' // i %i r a/ r/ / / '///// / r ll/ \ / l l� /� 1 1 IIII / - -CAR I \ \ \ \ \ - \ � \ <\ \ \ \ c \ �r \ \ // /i/ /// /l� I \ \ �+ - \ +\ \ \\\\\< \\\\� \\\\= • SCALE \ �`�� \� \\ \ - _ _ - // / ; / r,/ /' ( // / „ / ( /// \ -/ _ ► ) \ \ ` J \�-} / , v� I 1 + I ` SAiAI -/� _ ` \ I 1 \ \ \\ <\\\\ \ 11l \ b\ \\\F\ I \\ \ \\ \\� - // //// // / �I/I- I / I�/� / \\ \ 11 -)_ /�\� \ \ �I1 I l�j I - /�%� / / / / �/ l \ ' T\ - \- __ -\ < \ \ I\1 \\\\\\\\\\\�N\\�(�\\ I \ \ \ \ \ \ \ \ \ - - - // / // / //� r / / / / I I'11/ (( \ / \ _ - -ASPkIA� 1� .I� \ �- )► `' f _ _ - - - - - < \ \ I �- \ \\\\\ I �\ 1 -100 I \ \� \ �I(\Y � t �N �A` < \ \ < / , / / / / , I , - \ I I I ,J I C"1 - - I rl / V 1 J I \ y'� - _ \ \ \ \\ \ - - i /i, "�/i' %" i / / / ' III\ \ \ _ r - / / ` 1 I / - \\ _ \ I \ \ \ f \\ \ \\ \ \\ /r/ ///// /// /// l I'll °/� / v I �' I / - - - %� - - _ _ \ \ �o\ \ \\ \ \ \ \\ \\\ � \�� � --- — / Y ,///'/' /////'// /+ I )IIII / / � � / �- ( / ��� �� / / 1 I I' - _ _ - _ - - -' \ _ _ _ Xs//� ^ I \ \\ , 1\\\\\ \\ \ \ \ \ \ `\�? \� - \ - - - - / "//,/ ; // // I /' i \ \ 1 - - - -\ I _ _ - - - _ - - _ _ - _ _ / \ ( Il u \ \\\ \ I \\\\\\\\\ 1'ul \\ \ - \-\ - - / i r , 9 /r / / / \ G - / ' / - _ _ _ _ _ - 1 \ \ \ \\\IIII III111 \ \\ \\ �\� -i/ ///// //// // I\ ��� ' / 6 \ X /� J +_f - - - _ ��I _ - \ \ 1 ( �� / \ \ \ \\ \ \\\ \11\ 1 I J o \ ° \ \ \ \ - -/ / // 4) // / // 0 9/ / \ IX � T - - - -/-/ ITTE N- �9NE- - - _ - - _ - - \ \ y / 1 4� 1 \ 11 111\IIII �I 1 TI � o \ \\\\�\ \ \\\\ \ <=; -- === =�j /i��'�I / ��� / /, o! / \ \ 7�� \ /- - / / / // , _- \ \\ \ \\IIII /r <\�° ° o\� \\\\\ \\\ �\` - _ ` _ _-/�/�i/� /d'/ // �// '/ip_`///// \ \\\ \�\ \ \ \� \ I� 1 / ''' l I =� cp G / \ \ \ \ \ - \\ 111 I I 1 (� \\ \\ ° \ \ \ _ _ _ - �T /� -,,� ;- //o / / / \ \ \ \ � \ - \ I / _ \ / 1 / \ _ , - \ / 0 _ �- AN _ -f J _� \ \ ) \ \ 1 \ ~ / ) / \ \� \ \ \ �I I \\1\�y\\�� a\ ,\\\ l I\I1 \ 'r \\\<\\ \ \\ �\ \\ _ _'`� - - -�_ i // .� "I / \ \\ \ \ !\\ \ \ 1 \ \ / I `� \ i / �• _ / I ! I I IIII I <� \\\\\\�\1 \ \Lu �\ \ , _ — _ - -- _ _ _ _ _ '- ''d -- o , \ \ \ \�\7 - \ I' ©\ \ _ �, ` ` I I - / g \ \ + I I [d l J I I I I 1 \\ `\ / I \ \ \ \�\ - � __ - -- �'� --- / / d \\\\\ \ 1 ��N\ \ s '"�Y \ \��� \ RI_ ` J I "� // / �- - 11- <`1, I I r , // r7- _ ) \ I I \III I II , \ ) \\\\\\(D Z� - 11 \ I ` \ I ( � _- _ _ _ = -___ - - - - / \ \ \\ \I \ - z \ - - \ \ \ \Ci ��� v `I / I I \ / /� "f g / - \ \ i I I-- // +� �,\ \ \ \ - -(- _ - + / / \ \� \ \ \�\_G)_� \ \ \ \ \ �� \ \ \ \ \ _ _\ -t- r / - .o "r 1 1 / r / \ [) I I I ' r I I 1 J l 1 \ \\ o/ 1�\ _ _ - _ o------ �O \ I\ �• /7 , '�\ - X�_ , , -\� , , \ �J I g � " \i 11 P, jj \ ' l t', /i r, 1/rl IIII �- /� _---- _-- // / I I i� v v v v I I r vs v\ _ / // l v I I o - - - — - - - °- \ ' r I X �.1 \ Y \ \ \ \, ". , I-il \ ( / \ it 11 1 / /, II I o - - of -- // /// / + 1 L- \ T •i� -__ u'-_- / ` \ / 1 1 / I � 1'' I / �n \�l I-_ / j/ I I/ I1 /IIIIIlit 0 /�1 ° ° i 1 I [r / / l ? � \ ,\ -----' - - -/ - �T - ,-- r I I l II \ . \ \ � y// /) I 1,/11 l I J /i l/- / o \ oO°% _ ��/ ' /// /GJ // `' / / / / s.1 / / / 1 \ i __ �\/ 1 \ 11 II' 1 \ . !` 1 1 +��. \ - / 11 //l I II I I I E� / o / / /II I �i / / / / y _ + - t _ / I I I I it �i - �I I I `19s \ f / I 111111111TTIIII Z 1' I Ic 1 1 , \ I / //� ( / 11 1-1 II �"1( Q xj / � A-VYr = _� \ VA �/ I I / y /_ / �� / _ / 1 _ \, \ /--�`-\ / �,-,���'��� / /, / �', , , , C�1 _-// \_ \ =J, _ \\ \ 1\I�N \\I \ \1 1\ \\ �j4�\ - ,�fl I II, \I�I11 v _ _ -=w �.��/ > / I fir- / / - � / / _ - v - ' r , __ / 1 I _ J` _ / / _ _ _ - - � / v I � � �' / / I � -+ � / _ - - � L 09 '1-00-OO�fl9 9 0 � _ � __ � " � P � 1 � � V v m / \. - � i / J J v v \ -- - /� , / \ \ I �� I I I / � `� \ \ - 8 / Tf OdD G\ L TTESVILL-E-tLC, '-'- - - IS I P, \ S \ \ 1 1 . I // / / //' z r \\\ < - �✓/ / EXISTING I _� i _cr'� L AR Q - .✓ $ /� 1 � I \ l I\I ► ' \ _ �- / / , / / I - - J'- 1' ��Lr �� t" ' ^\ u 1 ` \ ~1 \ \ I I I I I I \ / i / / / /� l r / 1 I 1 1 - r ) I + _ � l � / - ' cy VEGETATION TO BE \ \1 \ \ i - \� y,\ i \ \ \ v - '_ - -%/ ` \ �RZ ZE�SID�EN79AL � _ _ _ '/ %� _ _ _ � 'o. \ I 1 I 1 I \_, +\ _ / Il / _ '' ' - ii / 0 I - r \ \ \ - ///' \\ 37\5P 0'63e — —/i '/ / +B " 1 `- J I / // , /', I v -� J + / '� / ' �Lo��� °_ / REMOVED 1 I I I I \ v� �� _ _/ /� _-\ \Q�. _ / ! /_ �% _ b� +WA Q % /l� / ) v V 1 \ \ \ v / /l ✓y \ , _-' 11 -'L0�° _/ % 1 ) I ,\\ _ \\_-/ i'� ;- \\\1 �\ ---'/ ///��; �E- ,_ �3ji �. /�� / / I r//// -I /y,'uY ' '' Z F- \ \ �// v / ram- I 1 / / / \ I r F -�\ -�\ - i -�/ / I I' \ / / 1 / wm J uj I I = / / / D �� - / / _ - \ , _ \ � _ / / \ \ < \ / + / _ / �/ /// / / / I 1 - /'- // // //,/////, Q / / / J-1 I I _ / (� / / // / ///i /' / // 1 - - / / \ \\ / /i' //� / / / / \ / �' - / �� -- / / 11 - / /, / \\ w Sd _ / -' - - _ _ / / i� I �� 1 ",/ � `fir[ _ - — - / // � // / \ \ V - - / / / 'i // // /i 7 / I i r / )' � ' / //f - / i 9�"/ii/ /% G p ��� __ / �/- -�� / / `D _ -< _-�_ _- / / / / \ / / / ii/ / /%/ 1 I / /) '' / ///ice %///i '/% I 1 / / / / / _-_\-�� - i /j/,,/-\ \\ \ \\\\ l_ / / /i/' �//f17/ //1 / /� / ( I �i / I 1 O / //i/ //////// 111 /2: / / / / _ / - , — — — - / ' , / / / / / /' \ _ — — - — - / ,/ / \ \ \\ \ -- ////i�i/� / /' / / l y /��,/i / iJ'G) T�, \ \\I Il '/ - / ////i%i'i/x-_, -- ^ J I Ir 1 ////j /// //� / / /-//'// /'/'/�/'/ /// -- -- ✓ / // /ii, '\\<\ _ '!_� ii';�1'11\ ,- ��- -%-%-''-//'/%'//////Ifj�// /r / fi / \ (rI �� UG/ g /,_�� rill II / r/ /r(`/ _-^�f -- O < 06 1 11 l ' ° / / / / ' / / / ' /' / / - / / C - J - // / l , /� - _ __ .- _ \ \Il\\ \ _ _�_ - -%%� / / / �'/ j// ///l//�,/ , I \\ I/ r / i /' `• / / 1 rl / 11111 II \\� '9r`` ` _ �- , - LLJ I I / / / /, /, , -/� / - /'1 / /! \\� - _- ,/// \\\ \� / _- r/ /// c II - _ -. \ I I / \ \\--�,___--�/ / _ - J o0 ! I l l / / / / / / / - j�\\ G� , / / /� !/ \- _ _i - - / / \ - - / , \ / 7 - I \ rr - _- ' '' ''^^ III bo / / / / / / / ,/ // / _ J\ / //�ll ��\`+ -___ i/�_, 1\\< ___=__ ✓� /i �i/ /'/�// \ t - 1 r( / / +i \\ ( ��\ �,__- �!J// _ _j VJ 1 I f I I d / ( / ' / / / / , ' / / / / ' ' /' / / ' _ , /% Jl / l - � - _ - %/ /// -\ It <\ — _ : �� /// r / /' i,' / / �� - /\ \��\\\ 1\-i - / ,' /' �/ \ \ �\`�� l", 'o� J - _ - // - Lu z I / / r / r / / / , /' / / / / /' 111 ' % // \ - - \ r/ ,/ // /�// // / / 1 I I / / /y < \ \ ` l,- ` - lL I I I / / /l l 7� / / / \ � �ii�\ _� / / / // // / // G / \ iT I 1 I I / / // I + / / /, //� / // - = / // - / \ `_ -// \\_ -_ /�= y ///// /// / / / �/ / / �iT� / / / k I 11 I / / / �/ C \ \ �r '> 0 I\ I \ I I 1 I I / / ) J / / + / - - / / // /// / / /�//�7 / �\ \\ / / ^ 1 \\ \\ \ \\ _ / l I I iJ I I / / / J , / //// , - �j// _ / / ��_ «c/i �/i / / / / , / !- / / \ 1 / / �[ ' \ I 1 < \\\ \ \ \ l / r / // r / / ,/ r/ _ /� _ // 1/ / / / / / / / / \ \ �1 __ _ �i ;� \\ \ \ \ 1 \ 1 I I I I ( / / / / / '/ l /// - -� - _:� _ _ _' / 1---=_=_=ja��j o // /�111,` / / / / / / I � �- - / \ \� \ i J / - \ \ \\ ' \ z I\\\\\\\�4\ \ \ \ \ \ I (A I I I I ( JJ r/ /'/, l///// /- / l / // /�,�`, /---i= ____-�///�-'.pk/'�/�'/� - "'//'i/ // '/ , ' / , .5�-_:-_ y�--5, ,,- " �, �:C;2---f-_ --// \\ <'- I I \ I I 11 / '// // " - ;_�� - _�- - _�_ - - _� �,�_;� -:��-_-, - - _, ?� , � __ - �� /✓ \ \ \\\ �\ < �- /�� � Q \ \ \ \ I / / / / // // 1-1 / / \ I // // // / / ////__ /- // / // / / / I \ o. \ \ \ \ I / / / / / / / r / _ � / / - _ /i /i '`yi / - � _ ' /ice � /// / / // / / / ' / / 1 // � / / / i\ _ /_ \ / - / \ \ \ \ \I -\ \ \ / / J I / \ V\\ < \< \ \ O \ / / / / , I 1 / \ \/ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ / / / / // / / I // // /- 71i/ii // ��ii�//� ii /i i /�ii i i / '// / \ < \ \ \�\ \ \ \\\ \ \ \ \ I I I / / , ;' / ��EyF Al ,,, - - -� -'-' ' = _ _4' �/�// '//;_ -1-1 I /� '//'// % / - _ " /, // / � / \,\- _ 11 _ � - _ _ \ \ l 1 1 , � % \� \! \ I I C \, \, \\ � \_ / / / / , / /,// / / j ii / j /� / I / / _ _ / - / 9 \\ °\ \\ \ \ 1 \\\\ \ \\ \ //, / // / /// �\ \ 1 / I \ \ 1A . , 1� \ \ -I-- T) - J N�oe, -, -1 / ' - t rl , / / // / /i + / /'/ I ��/ n I \ \ / __ _ �/ / // / / /i/ \ / / \11 \, - V v \.\ \ \ v� v v v ,-- -- _ ,//// / A r� /V,:"- %' l vim✓ \v < 0 U) \ \ _\ \ � \ \0 0 \ \ --- ' (('rr/% '�' /�/ - / �-d��lN l ( � \, \- \ /\\ y\ '�%// /� � � \ \ `� O \\\\ �s - \\\-"/ f--- � = — ___ z_//- - _ \\ \< \ < \ _ _ /ii / / / /� / / //, /// / //(/ �\ �\ l \ (\ \�< \\I -?'�� �\ l �j l - 4R' _- _ - -\' -\ \ \ \ + / / ! +� \ \ \ �\ \\ J ✓ \ \ �' �, \\- LLJ I - - -1 I ti \ \ � I . \k I -.� / __ 3: 0 _ -- _ ------ +_ - - S�V O \ \sue T� \ \\- i / / / ' J \ \ \ \ \ < _ - \ __ - - _- e / I _ - - - - - \ � \ \ \ \ < < �- \ - - - _ %- I ( / / % ' I \ \ \\ \\ \\< \ < \\ - � \ � \ \\\ - _ _ _ \\ �, \\\ 1 11 / \ l � � \ \ 1 �� tZ\J � \ � ' / /� \_' � / ' /_ � \\\ ' O 1 + � � �' \\'_ _ —a_ — —-- \��`�_ \ ° \ \ \ — / \� \\ \\ \ ` \ \ \ - _= — �— I \ i // , / // = I )\ \ \\ \ � -- -- \ �— \���� ��`—`\ \ _ _ _ _ _ _ \ \ o$�' ) O/) J ) /II /\ \ \ 1 r \ \ �►— ' /_ // \� � I 11\\ O \ /) �<\ �.r� \N - _ \ \ __�-\\\ \ � , - / _ 11 J ,/ /, / /- --_ '_ -- \�___-\ \\\\\-- --� _ \ _ -- �� i Sb / / / '<G-' _--\ \\ \ I N `\ - / / \ <l Y� \ I III \ o \ / // \ -'�. \ �/" \•Q \\ \ _ _ �� - - / ' _ // /// / / �/ ' - - -- -- _�i =_ _ = \ - - _ \ �- \ �'�� 1 I ��C _ I��/ \\\ ) -� = fir- _- _ - / __ = J %==_-- - _ \ / / \\ \` \`�` 2 \\ \ / / -_- \-� O \ \ _ �\ < \\ - / // // / / // - - / / r/ l/ c, // �/ / /ram \ r ` ../ / \ 11 < / / / < �I I - - _' -_ 11-Z\ \ l - _\\ \F \ - -- \< \<\� / / / // /' / �i/ -/- - -�- / /- / � -� jL\\\ � I - % I I 1 / / \ \\- - r / - \ - - / 111 / 1 ° / / _`I' \` \ - �� \ L \\ - \ \\\�\_ - ////% )�I11 ,/ /// ! / ,// ///// --�//' -��/-- --� - �_____--_jam j/ice' �u•' / � //, ///////� \ / `\ It<< 1 �� < < <\ <��; // \ \ < / ( �. / _ _ \,� , _m \ __ __ , _ / , r/ 1 // // /// / / /// / // - - _ -_ - _ - - / - -a - \ _ ,I \ �\ \\\\ / / -' if o \ I p \ _\\ - _ � \b\� \\ \ \ /� j/ 0 jj/_ I \) / /// J / / / / /// /�///j-/-- -- -- -/- //-%-///' �1 i /" ' / / \ - / I ",,�5 < \ \ \ 11 / — _ ' II9 II �// 1 // // / / , //// // i, - // - - _ _ __ -_ _ _! -_ - -/ /A / T `1 �, 1 / / / �� III ) \ \ \ , / \ \\\ _ _ .j oy \�v,\l- \ \ ; /// \\ \ _\ _ \ _ - \\\ -i /'// i /1 11 l / l / / /// / / ' // / �'/ - _- - -- j, /// / / r ///�/ \ \ I I \ \ _ / \\ \, : / \ 7 ( \\\ , o / \ 7= - \ \°� - �_ _ i i %/ '/ %l I ' // �� /Ill / // / / / / / / % // , / //// // / �� �^d�G�P �� - / /�- - i/ //A ` / jJ` oil( / , r / \ \ \ _ \ \ \\ / // < \ _ / /I aA \ \ _ _ - \ 'r / l \\ \ '.\ \ / \ \ \ n ^,� \ /i / / / \ \ \ �0/_ 'BUFF Ov� v \\���\ / / / // / / / l j // / // /�// __ _ / - /,/i`// _\\O \ \ \ \ E/ S Y o rL _j + \ \\ \ - /- // l / / /j / I l l / / / / / , --�_ / ^ .' / / / \ \ y- \\\\\\\\ </ _\ ` `. O `�,, \` �� \� �., O `�, •� �_ _ %� /1�1 I IIIII l/ // / l 1, l////// ///�,////// C/% / _ _ i -y' - J !./ o -_ - 11 / / _ \ - _ \\ \\\\\ \ \ \ / �/ - - - �\o� �060 0 0 \ c - \ �• c90 \ - / l ! / / V / IX., / � / / /' ' - - / o`T / / / s - ` I \ / / '' I I 1 \ �,; - _ '� �`�" � , - , \\ � \ � \ / ' < o ` \ o o d l / l l l l / / / / / / r / / U / �- �t \ -� \ / I / \\ _ �� w - \ --=i / / / I I I l� / / / / l / / / / ' '" / / �j / / i - / �. / I� // \`I 1 I \ - \ / _X =�' f \i/ / 1 JOB NO. \\\\�\\\ \\\ \ \ /r oti-- \-_ \ \ `�y _o-oo\ \\�\ \ c9oa' 6' -_-'/ /// I 11 /ll/ / / / / G, /j'If -f r ' /` -/ �'��' 1 I / I \\ \ \' __- _ / \ \,\ -- _ /�\// \ \ \\� \�\\\ \\ `/ \ 0\_' `, I \ 0- _ <\� \ �o Z -/ /// / , i/ l Y / l /l //// ( / / / l / G / / f , - � �I ( I\ I / \\� \ --^F'�- - _ _ _\r Z \\�\\\ \ \ \ o \ - \\� \\ \ o b d 9 /ii//'/ / // I� / I I / / / / / / / r / / / i� � _ \ I 11 I / \\� \` ` _- -� _ T \ \�\ �C ' N�\ � \ - l\ �/ - / / _ - l 11 b / Z. 40919 ,O\\�\�\\\\\\\\II ///r- �b - - \ - 0 ° \ \ ,k - - �- - o ° > r / / A 11 111111 / / / ( 'x� L /�/ f� _f -\ f\ f I ( Ij/ T \\< _ - I"` _ \ / \\ \\ \ \ _ - / L'i-- °` \ \\ \ I _' 1 / //// / % l I 1 / /IJ�j� 1 / I 1 / l 1 -I -- / E) I I ' / \ \ \\ = - _ < \ // \\\ \ /�'' ` \ / I// / \ \ \ / 0 � I / / / / / ( %'� Z. LV / //+ /� III( � \� � \ �' _�� � I \ \\\\ \\� \ / 0- - - 0 � -_ L \ \ \ / / //J �I II� I I (( �r-J- -/// \ II 1 Ir c \\� --- --/ _. - - /� \ �\ / \ \\- `� . �\ \\\\\ - - o - - _ - - � - - __ _ `` _ _ of / i r - / G> _ _ �_ SHEET NO. \ \<\�\\�\\\ ���-'----2- � �L ---_-- __- - -`ice \ - ° �\ ��- / 'Ji ///i /i // / lll�/,///// ( 111 1 II t I- *xl / ` c�// _ �\ Ill I \ \ _ <�,_\� - < \ ��\\\\� \\�-�- 0. \ - o� --_ ---_ - _---_- - o \ \ / /ice/// // //' / '///ll/ /l I I I% I �\ -1'I / ( 1 I /'�\` 7 O/ I / �G I I II I fi��;\=-\\, �`-_ \ \� / �< \`' / / . < \\\ \<\ - _ o ---__---_ - \fir / / / /,C / I I I \ / / I, _«; - _ - _ \ \ \\ \ \ _ _ \ _ _ _ - - _ - / / / r / / _ \ b 1 � / / // / I I I d \ � I 1 / \ I. + 0 � /1 I / / / / .� �;- � / / - `'V� \ �' 1�2.00 m > m 0 4 m L m 0 0 a a >, C m 0 'o m U) m a 0 C is = fN C m V_ m a c `o m 0 L 3 C -Do_ 5O -0 of o (D CL Iv z mO �2 0 C > m o -0C C O m 0 a0 w Q) 3 zN O m a � x H o m o w = =3 O a4-: o '3 a m En B = N 0 C N .O r- E N m L 12 0 ` o 0 M U m -0 m �0 mm •U -0 w 0 N• m U -0 2 c y m N C O O m a o -1 L `m C >. m O (1) •c `m L m U >. 2 EL O N O N a) C 0 -o m 0 a 3 Z J d J of w > O M U 0 U a� m 11 9 'm N OfI 0 3 7 0 19 0) rn O v M - U) L / / � �\ z ,/ \\ \\ \ /j I NOTE: BLOCK AREAS SHOWN PER CODE OF \\ / / / \ \ � ( 1 I DEVELOPMENT "SOUTHWOOD PHASE I - A \ \ \ \ _ _ - - _ � / / / / \ \ I I I NEIGHBORHOOD MODEL DISTRICT CODE OF � _ _ _ _ _ -- / \ \ I I I DEVELOPMENT." \ \ \ I \ \ I \ \ I I _ /, /, ', \ \ rr� \ \ \ I I __-Z = '�� \ \ ------ 1 /� / \ . / � I ----_%-/// \\� \ \ I I II - ", " - :� -, -��,,-j - - / I I / II \\, _ // / ( / \ // I I I / �'' -' 1 1 I � ° ) I'll I, J1 / --' 1( I 1 o I I 0° / / /' / / _ - -'/ /' II( I I I\1\\I \ I 0 )I I o° / + ) / /' /' /-' --' / / / ( \ III I / p / / / i - / / / \ I/ I I � I / o l - - y 1 �, ;\ SEE SHEETS C4.01 AND C4.05 / °\ ( 0° ;�I� 1 SEE SHEETS C4.02 AND C4.061 '- - _-- _— —�>' - =x/ "�/ , - ; - - ° \ �° ))� IIII I , / I ' _ _ l /' ' l� _ - - '= - = i / / _ �_ \_ _ o ° J/I II +� I / / , / / /// - // �1`11j1(�1I / �/ //ice ���� - _s-c-yam _ -� _LG_z��__ ° \ /, 1 JI /Ill / / / / / / /� ' % � � / / , l 1/ /) J , / / / _ / / ' ' _ - - - L - -- ---- - ' - - - -- L - -� — � z - _ ___ — ;-I-_ / / / / / _ - /- - /,,/ /,// I t -r� Lam' / / / , 1 \ \ - -- -/ t>`- - � \ / _ / o / / / / / / / / /� - / _ l / / / / � I 1 _ ------ ---\---- \ -I-- - I - \--- - -�� / O° \ ' - /// / /l // // /, / �� //' �/ / � /-- J ( 1TI/mi l r r/ I/ / l _-- -- � --- \ - - � - ---- - --- \ / / / / / `� \ / / /� r I----- ---- - - / I -I -I I - - } L L NCH�C� Rc\7A \ / , 4 \ l / / / / / / x -��--� r I I I I _ I- 1-1 t $� E\R�,,Ta• T. \ � — / — — / / \ \ I / / / / / / / / ' _ / / Tom- I \ 1 ( ( ,, \ � \ \ \ - z V -- �\-- -\ \ \/x'/�/ `��-_ _1� _ - _ - - ` - _ _ -- _ \ \ _ \ \ - I` \ / / / \ \ \ \ a �- - -_\ \ - __-_ : _ _--� o / ,/,%;II \ \ I\� \ / % /// / ' /I r- / / 1 / �I \ �t� \ \ \ � \ y�- \ \ �.� - r_ 1 _ _ / / > _ _`\ - = =- - --\� � - - �, ° \ ( / \ \ ' - 4- , i / / - - _ / / Tom/ 1CT*o- - /� o �„`�, / ,- /I / / / ' , - //// _ _ _ ` _ °O \ \ I / ° BLOCK , l /9 \ \' \ / % �f 1i' ' / i / '_ HP � 7/ - _� = /- b1-l�� T//jT ~' / / / / ' / '// % _ / / '� '� I'� ..r�- / '/ .� �' / 11 / ' / / - '/ /(� I J / J i _ \��- ��J� �\ \ o \ ° /X� ) / / / / / /� !'�' l // / / i T / //// 'I�'1// / , - 1 / / % I ,� ' / _ _ , / / _ / / / / / =,moo o \ / p0 Q I I , \/ / // - / / ,ir - / / ' / //4/ ,. iiil,; O,I/ / - // I o / +/ I, / / - / ,� /, - -/ � - - <�."r- / - - / I //i / I ,I/ / - / / / / / �I � 7 _` / I I 1 / _ p / / / / / - - - � - / / - /, / / / / / / I0, - / / + 1 r / / / / / / / / / I Ord / \ \ / 2 I 1 / % / / �' / /// �% _ - - I' -I- Il l ,/ /%, /,/ % / // - / / / � - / - I I I I / L ��,c / ( \ �DNP� i I / _ _ I I // / , // / l J l T / / / / / /r / / � / / / / , / -�_ ��/ / / - � �o = \ \ / /o� r l /�/�VU� } f HI / 1 / / // \ \\ l�// // // // '/ % / % _ _ -_ _ -� _� 1 1 /I 1 1 ' // / /// / /�/ ' / / '//' '/ /' / /, ' I� ' _ � � _ � � j , --- OH C � � ,/, l / =i I � ��% O / l / ." ` \ "/ /' -' -i-- ! / / / / / / / // / / ' - - - _MST L --/ " ' '- _- ' /i / L \\\ / - I _/_/ - - 11 I I/ /l/ / / / / / / I / / t O _ _ ' / / JJ� _ i/ = 'o \ If'ANCE / - III 1 / / --�_s' \ A/ I ,IIII �/ J / / / \ _ _ _/ I' 11/ //I / / � / , / / / i Uj r�11 / / I / / �/ / _ _ T I ,E'ASEMENT / / /T / _ _ _ — _ - _ 1 I I / / / -. _ -o- '� / // _ // III I / + r I TI // /, ;i - \v = ; , i �- - _ / l ,l I I II 1 1 1 / / / // / / / //'r / / / / r, / // / / / // / - ` - , j/,�j �✓ / / - - f BLOCK \ ;� \ / , / ) , / // / / 9 _ _ -� — )I I\ I I I /, / / - / ( rill/ \ \ V -'� - _�� _ , , / T I-�11 ° Ti % //�/ /f / -v - ��- _--_ J I A 1 T I I = / V I v- ^/ --",wf ' ,. y/ / I I I I I I( _ I \ - \ -1 \\ \\ \r\ p_;;' ;��._-_i_ ( / / + \ �l ( o/ /i //'� '/ 1 > \s\ - �,- _-_ _ - / 11 1 I I 1 I BLO�� 11 I I r I l / �\ / I / //" ` I \\\ \ \)D�- '�- _ -\ / / / // , , ////'V / \\ / - i - __ - _ __� \1 I I I 1 I � j ) \ ` \ \\ -- ///i/ 1 l ,z F , , , _ -- --:-- _�- -��- _ / / / I I -.� \ I III 11 - \\ \\\ --,, - - -_ SS ,/ // �: \ I Il \ /// l J — -- � � \ .�IS V V\\ \\ \\ \ a \\\ <- _ /�O / IIIIIIIIIIIIIIIIIIIIIII /// \ / '/� IIIIIIIIIIIIIIIIIIIIIIIII /i/ \ I I/r_. - \ \ ',__ \, \ `\ \ \ \\ 11 I I \ \ \ \ /r \ \ ---' �11 i// / 1 1 I'_/j- _ _ \\ , \ \ \ \ I \ I / /,, \\ BLOCK 12 _ _ ' r 1, I //// / \\ _�___ � / / \\ / I \_ f / \ \ \ \ \ \ \\ \ \ -� i \ - \ \ \ b I / / �r / + \ \ \ \,\ \ \ - \ J \� , --�_ _ - l /T //i / i /� \ , /r / j / //' \ , I r 11 \\\ �\ `- \\ - / I \\ ` \ \ \ \ \ \ \ \ ) 1 \ / /r \� /�/ / / / \�\\\\\`\ \\ \ \\� \�' -mil l \ l /I III==-` —� �- - ��q�_ _ // ''% /T '�// // �-\ ( '_ i = _ \\ /�\\\ / \ I / / \ --__- I / //// r/�-_. -�- - \ , _ / '/, K ' _ ___ _ SEE SHEETS C4.03 AND C4.07 / / / , _ I ( IIIII -- ? , \ \ \ J I I \�\ \ , I 1 I _ II �� / , ,T/ T/,\\ ( \ \ 1 \ \ \` \\� I I /lll l l / / / / ! l I I I r -r _ � - / T / // /, , 1 1 1 / _ — _` i \ \ - - _ - \ I r \ ~ - - - 7, ,/ /,T / = \` \� \ \` \ \ ` ` \ \ + /l/' I ` _ -_ _- / %/ / / /'/ //// // ; - \ \ I ___ _ _ _J - - - - / \ \ \ \ - \ I I / / / \ \ _ - - - - _ /%////(� -/�I \ \\\ \�\\ \ \\\ \" °\� _ \� I I / "/ l l l / l l l I \ �- i J '/ /�j l'/llr l I O / l i o 7 / ,,� / / / // / _ �� _� �r /� _ _ _ _ _ = ' / \\ \ \ \ Z \ \\ \\\ \ ` \ (i \\ 11 l l !, \ I I 1 1 I 1 \ \ 1 \� J//'�'/ j // I,lll�/ /,/,l I 1 // ' ( o/ �/ // / i r// � / // / /� _ - - I 1 _ 1 / ' I 1 \ \ \\ - \ I I / I / ( \ _ - - - - _ J+ / / i/ /f '- - - \\ \\ ,- AN', 11 \\ \\ _,\\)\✓11111� I Ir77 11 I I I \ _ ///J/ J l/ll /,� r / // / / /, / _ - __ ___, I \ \ - �` ,_ „__ - / // ///// // / / / / / / - b _ �\ \ 0- - \ I 1I \ / / l/ / - / / / i \\ \ \ \ r_-- 1 III / I I \ \ / // / / // /�/ // / /' r l 9 / / / / \ \\�\\ \\ \\`\ �o ///(\ II I I �/ IIII ,� \ \ ///// // / ////// / /,� / // // / // /�/ / _ \ , - --_ - - /' /��'- \\�\\�\� �\ �:�\ _ /(( \^ I IIIII II 1 II �\ \ - /////�� jj// �,,,// ////�///f/�� / I l9 l / /%/// / j,13LOCK 10 - _ / \ ' - ,>/�IJ II - -.`__ _��� -/ �j % p\� \\\��_=- / \� - 1 1 IIII 1 1 I I l \ / / / / / /�/ , // / //� / P /% / �/ % / / - \ _ - - - �� // I \ _ _ _ �_ _ _ , ll� < \ T T / / // // / / // / / I r/ / - / �% - _ \ \\� \\ �\< ,k \ \ \ 1 \\ \ \\ _ - / , ,/ /r /�/ / // / / / / / / _ _ _ Nr / J - '/ = C - - - " r <r - ;z �Z l - ` \ \ \ \ \ \ '/ / // ' // //i�T / /'/ /'// / I 1 / l / + / / / o ' / / I 1 I I / / / / / / , rQ _ - - - ' dJ �) \\\\\II I\ \ \ \ \ / / / /// / / // / II I ( ! , I _ \ \ \ \\ \ �— +' / /' �/, - \ _'�.� = \\- \\\\\ - \ \\\ \�\\\\ \ \\ \��\ \\\\ / ///,i/ /��/ �/ // lll�% I oI l l I I /I I _ \I \ \ \ \ / / / \ _. -- - i \ % I \ \ //// JJ I I 1) \\ � \ \�\\ \ \ \ \\ \\\ \ \\ \ '� - / / / �/ / / /'�/ / /-/ / //T//// / / lo� /� I I I 1 I I /'► \ \ c \` l / / - \ \ \ $ / � /I/IIIII \ \\\ \\ \ \ \ \ \ Kul \ \ \tF� `\\ \ \ \ \ \ \ - - - '/ / / // � / / l// l I I \ \ \ - _ - _ \ \ \ \ \ / f- _ _ _ - \ \ \\\\\\\ 9- �_ // 1 °\\ T � � \ \-_ , //,// // // Y/ // Il \ /j I \ I I /-_--_ - I \ \ \ 7 \ /' _ / I + \ = i ' --- 0 + \ 11\ \ \\ � / ///i // / l / /� / / I \ \ \\\ \ \ I I I -�L 1 \ \ H _ I \ \ \ \ _ _ // / / / / / I \ \ \ I / - I \ 1 �� 1 1 I I - / //// r/ I 1\ \ \, - _ - - �- _ _\ 1 \ ` \ \\\ I \1 I i � \ \ / /, // / / / / / f \/\ \ 1 1 I 1 i ��'/ �,'i�/ /, I I 1 111 \ b\ \F I�L`AI \\ \ \ \4\\ - - - '' //'//T /// /Jr' / �! 111 f / / I r� / I I \\ \ \ \ \ \\\ \ 1 1 _ ' _ �\ \ W �i / I _ - \f//f / I \� \\ ` \��\� ////� /,// /,, ,//I/' // i 1111 V6 / \ \ \ \ \\ \\ 1 _ l= I\ 1 I �/ \� _ rI n f X�/ -�\\ _/I-�'_0�� / \ I r i \ 1) \ - I < , ( I I \ \ iq 1�� q�gLA\ \ \ ` / / / (/� �i T ,// J// I \ _ ) 6/Y\ / \ \\ \\\ \\\ / / _ _ - \ \ I I / / ) ) ( \ \ - i - , - > - - - ,- \ \ 1 \ \ \\ \\ eJJ `I\ II I \ b \C` \\`\\\ \ \\ \\ \\ - __',,/J,/// /,/, / I1�1, \ � / , \ \ � _ __ __� � II I � I � I _ � c � -i - \ -__ ,'- e- _ �` � \,�\ I \ \ \\\ ( / \ \ \\\ \ \ \ - / // / // I/6 I J , \ \ \ \ \\\\ 1 I / \= r _ -//,I/ I 1 ` / / 1 \ \G \\ \ I \ \ \ \ - _ / /i / / // / I \ \ _ _ / // / / 11 / / / \ 1 \ 7 _ - - - �\ \ l I \ \ a \ \ \ \\ \ \ ` \ _ - / / '�', // ' l I I / / \ \ / , '�`- - J I I I f L ,d �� I _ / \ I _ I \ \ \ - / /ii If \ _ - \ \ 1k,���\\�\\\\ \\\ \ \\ \\\ \ \ \\\ \\\ �� ,�- ��/r////, ,, �/ // + I /, /K \\ / - �- - / ` l 1. / _ - _ - y I , \ \� \\\� �Od/ / L0c 8 , ;�. \ \ _ _ /�i / // l / / \ \ \ - (i_ �sr - n I I 1\ 1 1 "C\�� - = i/ii /„/ / / I\ //l o r ' / / i/ // -I / \ \ \ I - - _^ ' / T - - _ _ _ -� - \. 1 x_ / -i�` 1 \ \ 11 \� \ \\ \ \ \ \ - /i --- // , / T� \ l / cA G \ \ \ \ // J I II I\ II \ II\\ 1 \ o o , q ; \\ \ \\ \ \ _ - _ _ _ // / /,i/ '� / , _� �/ ' _ _ - / /" \ �\ ]� \ n I - - / I / / —1 \ \ / \ / 1 1 I I I III / i ( \ 0 0 \ \ \ \ _ � �/i '�ii /v ,d /p / / - - \ \ \\ \ \ \ ' \ �/ / \ J 1 1 1 (� \ 1 O �- AN — -� \ /� / \ \ /;�/'/I IIIII'I 11\ \/ ''r \` ��° \\\\ \,\\\ - / / , _ , \\\\ \ \�i \�� ` / \ / _ ��/ ,. r ) r y I� JI I III / \ \\\ \ \\ \\ _ _� A // /' ,� ' ' - - / ` \ \ \\ \ - \tjI, / I / w -� _ I / I ( - I '�ij%,JIIII,I (IIIII/� / \\ \, \�\ \\ �� _i_�_ _ //� �i� _ , _'' �o // // /� '/// I \ \\\\\� \ I \����N �\ \ 1 \\� \ I\ I I I / , '',_-_ �gN / Ilm / // ... / - \ 1 - w \ * I �/ / / \ \ I \ __ _ / / \ \ \ R' / , _ate _ _�_ - i - _ / / // / // \\ \ \ ) / I , / / \ / / /i, /i/ / / / r - �_ 1 \ _ - - - p - - - - - - / / ,/ . - - / I X I - n \ \ \ \ \ I I �i \ \ I _-lJ'�J r / \Y \; 4 �, / ( 1 / / / 1 1 1 I P'° \\ + ``�I / I\ / r % j % / % / (� o p - - - _ _ _ - - -o \ - i �T /'/ //' ' / - _ _ �- I �l I I�+11 �I �J ` \ ` T I I \\ y( \ _ - - �8- - _ L. / - � _ \\ / / 1 % / f .J, 1 / 1( 1 / / n \ /�'% // o / / 1 0 _ ' - _ p - - - - 1 / , %j /� // / / % _ _ -I 1.G - U - f / / y I" `\ \ \ - - - - -' - - - / ` - i r / - ' T / I I ' I I \ I o•,'ai \ I Y / - /// i - /.� / O I -p - \ p/ �- /� ,, , /, / , ,, , / ' t' '- / ' I (' ' `\ - - - ' - - - _ - \ _ + _ , I \ 2 _ - / / I 1 , I �� I ° " \ V' �' �' / O / / - O O /'' -i ' / / / ' // / _ - - - �^'`' / I I I / / / JI/ J \ ' - - - - J - + \ \ \' �� 1 _ - _ `\ ' I I \ i` I I �' - F ' / j /-�I \ , °00 0\- O - 00 / + �� -- - / / I / // /� / / , / / I - ) , O - \ ✓/_ I \I \ i,\ 1 I I I\ �(`+ / II// i ! _�/ Ip��,� ( - / \ / /� �'�%/'/' / / I III, /, / , / /// / / i >��' / , r / ! / -- - \ \\ \,_�-%fl I \i - - .\\ 1 I o: \ \'\I \- L� \\\ I/ // I /�p/( �, , _ / --��r -i / / /' // I I III // / / i _ 'i— II �/ � %� / I / \� � �, _/ - / lA/_ J/ A -GG w A V I v .�\ �, V 1 \VA % \ �v / �/ J/ Z111 G o : ',�\ _ \ �iii �> / / / / / l I , I ' / / I i /fir / , /� - _ - \ - _ ' r 4 \ \ 1 % w �\ l \ 1 1 \ O.�f .1 / \ ' l ' / -- o l ' l // / ' - / ` I // I / \ t\ / _ � \ \ +- \ - _'� \ SP ) I\ I \ , \I 1 I >; o / /�/ - i�' / I l 11 / / / `� I I / / -/ - � 1 I\ \ \ .. _ / / I I / // _ _ \ / r // - - 0 / 1 /� - _ ' _' o //'�' \\� _--'_��/ / T , o / / jrll III 1 , l /// , III - _ �. I II / �' —� /-''�---� \ \ \\ _ - - i s \ \ 11\ m 1 \ \ I II \ / _ -, \ � � ( \ \�� \� - � 0 it I I / \ / - �I \ 1 I I I / 9 %' / ( \��-__ ''/ 9' / / / /Ill // /( < �� - _ II II _ - 1 1` I I \�- \ I 11 i //' \\ \ /-__`_�fC�s {. \\1I)j II I +\_/ I ' ' /; / \ /o�� , I \ J + , - ' Lod o _ / / / / / / / / I I \11 \\\ \ / ,vim _ III \ 1 I I I I 1 % \ I \ I \ \ %//i i _�\ \\\ \ \ ` ' / j �i--� // % - __' _� + C* ,( 0 / V ) J \ I I \ 1 \ \ \ ` I / /l /' �� !/' y % / / - / f / // /�/Z�-��/W-) \ -lr o P - I \ \ \ — — _ // r - T /I \ I \ �\ / \ \ / / - / \ // I I I / ^ )�/ / °� �� - I \ \ \ � , \ I II IIII 1 \ \ \I�--- _ \� - /�`- ---%// / / �\\\1\ \ \\\I� t /' ��'��� ��///�j// \ /\ / 'f/ / III \\ \�1 / - '/ / \ o = s I / \ L - 8 L / I \ / - I /- !/- - // / /// ! ` \ \ 1 1 1 �/1 \ Ti '/ / /i//i /� -%/ /j /,/ \ ( I I \ i i"" I / I - �/+II I I OCK 1/ ¢ - OCK 3, - , , , / , - �A //_ �__=--,, / / \ \\ \<,� + / __, �,T/ , \ �) � \ ��,/ ,r - '— o I \\ +/ , 5 - / _ - �{ / / / _ \l` I ,� - - - ' - _ '/ / / / / \ \\\ \\ \ \ \\ - - //� / /: /, , /i, : �/i �'1/// //, / / / T r \ - �� I J \ �T I o L/ 1 / , T .,cam / - - / / - � '' ♦ LO� 5 / / IIII ' / I 1" / T - - — - -_ _ � //' ' \\\ \\\ �- _ — // _ J � // / l \ / I I - �% i o I I / /� IIIII I ( I I 1 T'`/ _ _ - 11 I-- ' - I 'I / - \ _ _ - - - - - / ' \ \ J / '/ -/ -/ �/' �/ / / / I Y 1 /' /) / I I �/ / / //"/ , \10 / _ / /, ,, \ \\ _ �/ / /i/i/ / /1 J // - - D ./ / v // V A / // / / / / / / f! //ii / / \ -� \ _ - / /i/i / - / P + — / / / I ' ' / / / ' - / ' - ' - — -% _ � ' 1 = / / / i" Il Z 1 , r �� / J ' / ` ��fi- \ \ \ I I / i //� //, p , /, 1 , / / / / - - - _ _ - _ - _� /// / `y\T ��� - 5 �/� /i/i % %'/ / J \ - X. T f� / 7T_� l 1 I - j// ///, / / T I / - / / \ _ _ 5 \ / I // / / 4 I I / o / I / / / / / -- - I - / / / \ _�_ / / II\\�__�- ���/ �- ///�// / / - ) i J I / ( I / , - / - - - - - - - / ✓ l / // � \ \ - _— - i � - ' /i / / UG / ' i IIII / / y -''-,/ I/ l / / / // ,/ /— — — _ / / / �— // , / r /r, —� _ //—/i / / / o ( / I c _ // / ; - - ' �¢ \ \ \\ \ __ -�' - _�-'/ ' - � - // / / , , //� , I - \ I / I l I \ 1 \\\\r /t`. III ( I / / , o, / / / / / \ / / / / / / / / - - II - / , l l _ _ _ — �/ // \\\ \ �_- _ : = , // ///i/ / - _ / - / / / I , I ,l \ \ -�'. I I I - / / / / / / / / / / /- I / / ) ,' / •a'_ c . // /// // `\\ _ _ _ /'/'1 _ _`_� _�'%' '// /// %i�// G I ( II - /\ I I V is / / / / - _ G� /, / r11 l/ \�' -i- -, / \\ _ - 1\ / / / , \ (/ / 7- 's + l ! - k - rr- // '� \ \ \ , // / / / / f II I I I I I / / / / // // i _ II ' '// / - \ \ ,-/0 /-- ,i'/l// / I I / / \ \ � J/, I I III 1 I I I I / / /1�1- l / / l 1 / / //i/ __;; -- _ — �i,/ - _ 1� 4._ - _- / / / , , /� , ( / , / �l ` \ \ \\ ,/, / 1 \ \ I I I \ I I I , / �,,/i -\ , / l J / /�/ir' /, // ///-`-___//z` /J�-%'�--/�i'i//i�/',, '>Q 1I / ,/ _ \ 1 �i y / �� \ / / l \ � Vv\\\\ \ I I I I ( ( / / / 1 / // \ / I / / / / //'/ '/i - - - - _ '' l = y`�-��J�// --:� /// / , / ,, GZ ( I / —t _ / / \ \\ -, 1 1 � - / `\ \ \\\ \ m 1 I \\ I \ \\ \ \ \ \ I I I , I / , J / r / /- \ / , / /// / / / / / / / / ////// � � //, - % - _ - - - - - - / �f �/ i / i // �%, X , f ' J / _ - - / I I T V/ \\ \ \\\ \ \ \\ / / 1 I \ \ I\\ \ \\ \ \\ \ I I / //� ///i/,\ / / //_ \ ( l /, / ' �i/ii ;//////////--- '//ii/,iO / //� //-/ / >t \ \'� \ \ l 1 I yn - //'/i / // "/%�-//�� �'i-� _yid //i ,i -� /-'i- / // _i-/ // / / / / - \ I \ \ / // I I I` / / �\ ,\\ �'� (I I \ \ \ / // //, ) Il / /// /% \ I'll / // / / // /' / / i//���-� ///i // / - / J� Ij \ / \ \ \ , \ I \ / // �// y / / / / /� - / / // - / -- I \ \ \ \ o \ I I \ `\\ \ `\ \\ \\ LOCK / / ,�� / //// \III'( ' 111 I / ` - / �'�/�//j�/���'//�/"/i �i%�%ii/ii/'i'/i-�'/i%-/L -�" /'//// /-- �7 \ / 11 \ \\ \\\ \\ \\ / �- I \ \\ ` \ \\\ \ II / //// //// �� �1 I II / 11 III l _ //�'/'�i//�'i/i/TT ��i� i__ /,//// //�/��- //� //�� - -'--,V //, /i, ' /-y T - __- _ \ I / lI /I % /) \ y\' (I /p ►, l `\ \ \\ \ / /, I rf (/ (� �CK 4 II I I ( = / / ,/ / / _ _ . /r,� // // // / �- \ _ - - - - \\ / / l l \ \ \\l \\ `/ ' l o\ - \ -\ \ \ \ I l + , ., . I I I l 1 � -i `firs/ / i///'/, _ / /� '/ i ,/ �/i // //_ // ��_ - , / / 'i j - / l l f \ \ \ \ \ _ \ \ \ \ \ \ / I / r rr// / \ I I I , I l I _ _ -' //'�/ j// // /////%T /'" s-� `�/� //'i/i/ '� i /'' /_' _ -' ' - // / / '/ / / ,��� V \ 1 1 \\ \ \ / IlI I I 1 /� - - / � /i - r / r, / / - // / - / / /G v \ , / -/ / / 1 \ \ \ \ °\ \ \ \ \ \ \ \\ �\ ' Jl II 11 l l \ \I _ _ / -- / - / /?/ jT// /// /// / -/ �% / �i - - i '/„ / / /, / L .. J [ /- \ _ \ \ _ ////jJw ,I,,,l 11 1 I I I I l ` - -_ _ '-' 1 /// / ' *11 / ,� \' ' / \ \- 1 r�vN�-� 1 ,'Y' \ \\\ III j // A� \ �\ �. \\\ \ \\`�\ \\\ \\--���__-/_J��//�J/ \ 1 11 I 11 \ \ �`-_ �_ -- -'- ' 'is�i�'/�i�s %/ //J,///��,��//�//////// + / , /� ��/ / + (,; / �. - �\ \ \ �\ - / \ \ \ \ - - - // -� /-%ii%� �� / / / / - / / / / I / \ 1 f \ \� \ \ \ II O /j \\ \ _ \ \ \\� \ \o\ \ i�\� _ \ ? % _ ��' / /// \\ \\ \\ \\ \ \ \\\ \ - - i / /ii %i'i� �i- - // //j�////// / T/ / j /i n///"-i/,//' / / w�/ _ �\, \ + �\ Y\ / / y ` / \ \\\\\\ -� \ \\ _ _ � \ I \ \ \ � \ \°� \ \ _-�� _ _ � � / /�/,/ \ \ \\\A \\\\\\ \\ z, _ _ /_� ,/i //i- /-,- = � -T/1 I / �/////// /, // / / /, / - -� \ i V- � � \ \ \ // / / - \ \ I I j� / \ \ \\\\ III W� 11\ �\ \ \ \\ \ P a Q o-��� ��s-/ =_/ // l \\\\\\\\\ \ \ \\ \\ �� - - '� - ' //ice ii/i -�- - - _ /ii �l //////, /�/ /, ,, // / ' / // // / \` \ \� \\ \\ T j, T / \- \ �� \ \\ - — \\ _ \ \ �\ \� - 'ice �� - _ _ _ / / \ \- \\ \\ \ \ \ \ -- - - , i ///i/- o- or-- / /,, / / l I . - ate \ \ j \ // / - \ \ \ � _ _- -- - -� -_3' 0\ � = ' ' / - \\ \\\\ \ \ - BLOCK 7 // //- _ / / }� { i / / 1� \��\\Q \ ` - ( -: % _.\�\\l \ ..� _ _ � _ = =� _-- '� _ � � i -- �� � �- � \ ��\\\\\ \ \\� �� � _ /i ///�/, /„i/� �/� �-� �� =� �/�j ///�/ //j /rl l / � / / / // l\\C\\ _ ^T < \I (� �� ��` - \ � � �\ \ 1 / / \ err.\ � \ / // \ \ \\ \\\\ O \ --� \\\\` / _ _cam_��a = _ - _ i \ _ ` \ \ \ \\\ \ \\ \ \ \\� - %i i , / /i /jii -f' __ ✓ j / // / l // l / I / / \ \ Vl .� I I \ �' �.Lc �� _ \ >. _ \\ \\\ 1 �- \'' / / \ \� \+�•'F°e,��' / T /\` T /� \ \\ \ f - - _ _ --/ r =Doti=_`\ _-'� - �� \\�\\�\Q \\ ,\\ �� , \ �� - _ - - I /i''�//�' - / /, / ' 11l ( ( I ' \\ \\ \ \ \ \ \ \( �l ? �\ t n- \ �\ \ \ + / / ( \\ \ - - \' \ l / �/ SEE SHEETS C4.04 AND C4.08 \ \ - -- ''%" '�,, ,� / \\\ \\\\� `„;\_; \\\ �� �, \ ,�\ \ `� \ `\` -� C\ \I\I 111111�\\ �\�\\\ ` / ° 0 1 --- - - - - / I ( / _ \ \ \\ \ �� _ \\ \ \� � \ - _ _� � \ \�\\ - ) J I '%\ ` _ - 1 \ , /' -� / / IIII I 1\ \ \ O� �� -_ �'`\ - -__ \_ \\ \\\ _�� -�\�-� - - /�__-/ j/- // / //,/// ---- \ �- -\ �\\ -�� _ ��-'��\'o ". / / % \ / _-- \ \ \ \\ - _� S / �)III I IIII\\\ \ \ - '�) - -1�\ / f \° --- \\\\\\�`-\�� - - - /ice-i/i'/�i/ I / / /- — �_\ - _ �\ \ �_�_� - �_-� �".\ %`. / / I _-_1 \ - ��! \ lll/Jj1111 J I\\\\ \\ \ \ o \ / /,/ \\�`'` - _ - - -�_ _ , ___ _ - '� �t :tea% I I `• - �/ //�// /� \\1 1 \ \ \ t �� \ \\ \ = _ �� \ p p p \ \\\� \ \ _ _ \ \\\\\ /'�/ /�%� j %/� i/y�" \, / // / / /' /'/'/J/�/ - ii ' -/ - - �y'�, , / \ r, ._ / 1 \ / \ \ - -' T \ l//� \\\\\\\ \ / I / + \\\ ` - ,: \ L \�--_ - �� \\\�\��- _ ' ', /// I,/ /// / / ' /- - - -- '_ _ - �__- -:�� �� - r / //// / /// n \1 _ o11 -'� \. \ / \\\ \ / V \ / / / // / - / - / - �' \`\,\\\\\\\ \ 1 � / l \ �_ \� -bl�_ - \��� \� - - _-�/ � r/ 11 / / / / / / /// / / - �_ / - -- -_ _ - - �- -� / Q�_ ,'\ \ // �\ / / //- \\\ , /`.. �.4 i \ \ �\ \ \\ p �\ -.f� .\•p ��\ �\\�� - j j/j j/ /�l \\) / / / J // / / j / / /� -i/ /- /-- i _ - -- - i -- -- -i / �\ / ' / / �, /,- /1 1 I K \ \\ , . \ \ 11 k Z .. ' / / �,� I \\ \ I \ \ �\ \\\\\\`\\\\\\\`\\\\\ ` \ \ O � , - _+ _- _ _ -�` ^� �� \�\ � - - - - -\\�� � �=ice/-i/'' i /� )lI l ///lull / / // ///, /// /�/ / / , / - - -L _ - /i// / /ol j \ `/ / \ \ \I / / \ \ \\� \ \\ \\ \ r o \\ \ r - \ \ \ \ / / / l / / / l / / / / / ' // / �- / - + o� // / exs�k*wQ \ \\ y' \ \ - - /I / ( \ \\\ �1 Z- �\\\\\\\\�\\\�\\\\\\\\\�\ \\ > _ / � �C/F o- \ � \ - - - '/// / / // /lI rl 1,I /r/, /, ///// /, // T, �b� _ -- �- -,/�i, _ �� - % - - _ / , Ir/ l \ \\ \ \ \ \ \ \ L \\� \ ��\ - , / / / ' - y ' ' - / + �/ // // Z/ j - le i\� - / - �\\\ ` j / 1 / \ \� \\,\\ Oj - \ \ - - - // / / I /r l/ ///r // / ,j �, - J , +� /er g - ' %f l / / G \ - A-� / / - - 1 \ \\\ \\\�\\\\\\��\\\\\\\\\\ \ \ \\ ! _0 _ _ ` �. O �, " o o II \� O w "\\\ �_ _ _ /� ,�l I )III, l /// ///l l I / i//''i�// �/ / / / - / - _ �/ g ' - // �` `I J J r///'I II\)lQ S -'/ _ \ -c N ��i� \\ may\ �a\ \\ \ \\\ \\\�\\\\\\\ \\ \ / / - \ \\\c9 w � O p \c _ ^\ \ ,\\ a) W - / /A' , 1, / ! l I 11 //// / , /// / '% //Q' / /,/ ' - ' .V� , �/x -- / /�` I ` _ '- � \rr% ,� % `/' \\ `'V/. 77 i� L✓� l \ S�� �o // %� I \ - \ \\\\\\ \\\\\\\\\\\\\\\ \\ \ /, -° \ _ \ w 9cs� �'� I ° o O \✓ _� w� �`) .� _ / p/,l I / 111 /I I /l / /l I l 111 111//// ', / /,' /� // / / / / ' / ' ' -' - / - / 11 =�^' _ '�/ lr,l� \ ; ( �_ ,.. �� - /\\ 'y /)' \ ` - \\\\\\\\\\\\\\\`\`\�\\\\\\\\\\�\\\\\\`�\ \ \ �/ - a - - - - - \ - - - \ o\� \� I \ �\ �o f \ Z_ _ _ _/'//// / 1 / / l // //// I / / l / / / - / / _ r �I I ( 1 \\ \\ -- - - - _I_ - - - - \\� �' \ \ \ \� \��\\ \ \\ \ \ \ \\\\ \ \\ \\\ \ \ o _ \ o \ \ -� \\ o b d cx` 9 //v/ / l I l l I l , / I I _/ l l l / J // / - l I / C \\ \ - _ - \\ \ \\\ \� \\\\ �\\\\�\�\�\\ ' ��" �\\�\\\\\ I/ / / - ' ° - \ ` - _ - - \ � a ° -\ - _` s_ _ o \ \ \ off. �/ f /r T / // / I I r/ / 111 ! I I / / ((y I I , f = � /� �i�/ [J` ( ) (I I/ , !\\\\� = _ _\ � - — `" // - \ \a� ! \ \\\ \\ \\\\ \�\\\\\\\\\\\��\\\\\\\\\\\ / / -o \ \ - _ - \ o \ \ / - \ - p \\ \ \ \ R` _ J/ /T /, �l 1 �`N/ //ll I �l ( I / 1 I I I J �-� w /� / j+ Ef / 1 I II( ` _ _e , \ \ \ _ �\ \�\��\\� \V \ \\\ �\\\\\\ \\\\�\\\\\\\\\\1Ii - / - - ° o - - - _ - - � - \ o \\ \' - ' o� / 'r / r 11 / I I � 1\ / 1 - _ - - \ \ L \ \ J / / �/ / / lI 1 1 / l l I I I r / I I i I-I�J-- � ! G l II l / c� \` �\'\=� -i _ �� \, / v-\ \ \\ \\ \\ \ \\\\ �\ \_� _-- - \ -_ _- -_ _ - - ` it / /// I / / l I I / �� �/� tpar� \ �/ III O \ - \ - _ - \� / __/ / / / _ 1. I I -r _ \\ \ \\ \\ \ \\\�\\�\ \\ \ \\ \ - - 0 \ O- - i _ \ ` ii / / / / / I I \ 5 - \ - _ \ \ �_ _ / r 1 = �; \ \\\\�\\ \\�\�\\\��� \�`\\`\""�\ \ \�� �� '- - - - _moo \ - o� _ -' _ - - - _ _ -- _ _ o \ \ \�f -�'// i/' /// '�/l, / '/// / 11 /// I I I I I I I 1 1 / (C. I / / I - �- - - _ \\ \ \\\\\\ \\\ ���\\\\\\�\Q\\\� -� '- -_ _-- --_ _ _- - \ _- - - \\\� \`� \ \ _�� \ \� - - - - - _ \o o % - - - — - - _ _-�_ - 2 �� \ ( ( 0/ /i , //, /, / / �/,/ / / / III I I �\ 1 l \ \ ) \ \ I / I 1+ G / i I\ / I l , l \ -��` - \ \\\\\ �\\\ o /_ _ - - __ - _ - �� o\\� \ \\\ I / / ' //'/ / '/ //II III I I \ j / /",/ \ \ \ 1 1 \ / I 1 G/ / I// 1, /, r� `� 1 Il �/ \ __ �` \ \ (�- \ y \ / / / / l// Ill/ / > )\\\ \\\\\\\\ \\��\�\ - \` \ \ ` \�/lr-- — - _ � _ �;; ���\\\\\\�\\b 11 ) Ti ,r// - /- / /((� 1 / 1 1 \ \ `\_ \\ \\\\ \ \. � ` / Gf T I, II \\\ ) \\\ _ /% �. -\\ � / / / / ,, \ \ \\ \\\\\ \ \\ \ \ \ \ \ \ i //- - - i _ � �� _ � � \\ \ \ \ \ I I � I \1 \ (III I I / ( � / / / - / 1 � I I n \ \ �\ , \ _ - \ \\ \ \ \\ \ \ �% \ \ \ _ -1 U \ \\ �\ � \ \ ( l \ \ 1 ` \ _ /i / \\ \ \ - / , / //,�/i/-- l ( )I/) 11 11\\ \ \\ \ \ // -: -- _� - _''= - -��� \\\�\�\� 11 II 11l r / ( LI 1� 1 II \ \ �\ �- _\\\ \ \\ \ \ \ \\\ \\ /i///�\� �\ ` ti - \ EOM , t ptLT H� 0� r gr vi 0 ij CLINT W. ;; s� 7S FFLET �# {', •00 Lec. !�� 390 . p �1612020 %!�ts 646.101 OM E N O N c C > E U-I A g �-� � � <LL LLo� L �\ W O ra ,1 Cl� 11J L M Q<JUco J - Uj N a O N ,LU N� z� °�v =X QO ;� 0� w 0 Q , UC > a C un 41 rn N N M a-,t 00 J I'D H O = (D O = H 0 W > W = V Q z O > cr O z O V U, W 0 z O V) > W w Q 0 DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED - C. SHIFFLETT SCALE 1 =100/ W (D J J r-i i Iiiii— z z a W � CL J J �a paw W W J m LU Q O > LL O oes LU � Q=) LU° U O ,�/ L.L JJ W 0 O O 3: D O U) JOB NO. 40919 SHEET NO. C4.00 0 C -0 a5 N c 0 0 0 mm L N to 0 a a T C m 0 -o m w O N a 0 C io t N C m a O ae O L 3 C -Do_ 50 o (D CL 2 z mO =2 0 C p O O -0 O C m m to a0 C w w (7 3 zN O m 2 a X �- , � m O w :�, 5 0 a- o '3 a m Vl B =N 0 C (D O i.- y m C 12 0 ` O = ca U m -0 m �"a m-0 •U O C w o . m U Cy m C U) C OO m a o toil U) L -ff I I I I � I I I I N� SCALE 1 "=30' 1 NOR 0 30' 60' � � \ v KEY PLAN TIE TO EXISTING WATER LINE,- - — — — — — —W W — — _ _ COORDINATE WITH ACSA GV— W W -------------------- - 90' BEND TEE - GV PAVEMENT TO BE 8"X8" / REPAIRED PER- VDOT STANDARDS - - ---------------- / ---- --- - i ----- ± 815' TO 11.25° BENDS SUNSET AVE._EXT. -_-- MILL AND OVERLAY I — OHr I oo — — — —OHT — OH OH To O OHP— OHP = hT� O.�ELEC I / o Z OHP— — — pyp - TELE. & TV LINES �7"ELE. VAUL T _ � 0/yT� oHT' I OHP� T— i I O.H ELECTRIC o P I I TELE. & TV LINES I I ' OyT_ ` I o I OVERHEAD POWER AND TELEPHONE LINES R604 �° I oy�_ - oyT� TO BE RELOCATED VERTICALLY TO MEET , I OHP� / VDOT MINIMUM CLEARANCES FROM FINAL oyP� _ _ / OVAP GRADE. 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, -------------- SAN 50 11+_On 55' P BLIC R/W�p 5�_ s X" R267' 8"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— AR — I / ° OHT� / OHO--- I P -- _ V - � 0N � OHT�- / �5' 6' 6' MCl _ IPLANTING ,c-/B��NG D/STAB °HP_. oHT__ _ NP/ /0 1 5' STRIP OPTIC L11v6-E —__--_ O I — '13' 8' o / 441/ „ co' v -I r� 0 /ry / / / t� /[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 01 r — I I � I C --� r L-J RESIDUE #2 114731 SF 1 / r 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. SIUFIFLET Lie.1 54380 A* * -1/ 6/ 2020 w*: s� 1Q"1A1,"00400*40� ,� �* M E O p M U N u� N C > E w Q U. 0 Lk Lu O o cl� W o L M � , z Lu o C7 Lu d H z � � � � O � X U of� L Lu O �UQ-,D c `n U) ON w M cl� M� CO J �.D F cne O O _ H 0 w > w w Q 0 z O cn DATE 416120 O } DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT am O SCALE 1 "=30' h� ui V Q J J F� I z z Q w ��C/) LL� 0 J W 0 <- J w ,J m � LuLL D 0 W Lu 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' c= — _ ± 375' -- — — - — r—AMBF OHT i —OHT — OH= �HEL — OHP— — O _ — OHP— — OHP— — — — pyp TELE. & TV LINES / —y— — — OHP %ELVAULT E. -A-' — HP — — _OHP HP _OH — OHP— — — — OHP MANAGED — — OHP— — — — — OHP— — — CRITICAL OHP— — —OHP— SLOPES O.H. ELECTRIC OHP� —,'#0 (TYPICAL) TELE. & TV LINES O.H. ELECTRIC � 00 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. W 18+00 R27� FHA WITH GATE VALVE 13 s ,X-�................W RESIDUE #1 941756 SF 14 W � SqN pp 16+50 16+ 0 15 S GRAD �- ING ° W �5+ \ PROPOSED EASEMENT 1 TREE LINE 20' PUBLIC DRAINAGE EASEMENT, TYP. \ I PROPOSED TREE LINE BLOCK 11 20' PUBLIC DRAINAGE EASEMENT, TYP. - 6' an 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---12+51 W 13+50 W 13+00 W� R233' ARV a � R233 I I \ GRADING 6' PLANTING \ _ EASEMENT STRIP I I G; I , I UGT—A — — --- —UGP---- UGT ___ —� a 5`�'BEND r K - L �. STUB OUT WATER 20' PUBLIC DRAINAGE LINE FOR FUTURE SPEED LIMIT SIGN EASEMENT, TYP. - DEVELOPMENT ROAD NAME SIGN SAN 11 — WAT D1Sp,N 150 55PC R/W10 X R267' 12k0 8"X8„ 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 - 111111iii;z� I ;;;;Iiii --- _— - STOP SIGN STUB OUT WATER LINE FOR GRADING FUTURE PHASES EASEMENT y UGT-- --- — -- — UGT- - — —UGP — — t GLINT W. S FFLET Lie. N! 54390 4C * -1/ 6/ 2020 M E O p M U N u� N C Q O > E E w Lu < U. 0 LL o C,� lJ L M a �J w H — u, O rn (� W z � � � �O�X U cn of� w 0 0 Q E�. z = v > O c L^ rn —O N > M cl� a � CO J k V) cne O 0 w > w w Q 0 z O cn DATE O416120 } DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 „=30' W (D uJ Ii 7 z Q W _j C/) � J W 0 <� J w ,J m � L.uLL D O W Lu Q0 L.0 o 0 ry Q 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 D 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 @ O 6i 7� �0 2� U O N O c m U O 2 cN MU) U)O U Q o U) a) _- L / 4666040#00i ' FHA WITH ��,�.rli �,��� o / / / GATE VALVE'•1'� r� o / / RESIDUE #1 ° CLINT W. z / 941756 SF -. ° : ) SWFIFLETT / ° alp / / #JO o / / / �t/ 6/ 2020 s Cf o / / 20' PUBLIC DRAINAGE s00','j,;* ' r�� ° / / / EASEMENT, TYP. ��f ill► 4'01W4 0 �_ o / $ 6' 18 ' ��N 1- / 0 p/ / / / /" 18+50W W 17+g0 M E / ' 0 ar 8' X" R277' M o o 10, k a o �9 `W > E 0 i o WPO BUFFER / /' 0Lu 8' Q 0 0 i ' o / 12 SP��� ¢ W v z ° 22.5° BEND GRADING a - o / / / '� �_ �\ PROPOSED EASEMENT a (ALL, o °N' CL \ `� - a ' o / ARV 5 ,� TREE LINE z � � / o / / x 20' PUBLIC DRAINAGE p cn x¢ ' ° / / �O EASEMENT, TYP. \ of 0c G L o o / / FUTURE TRAIL o a ' ° / / / CONNECTIONS °BEND _ ` \ `" _ \ = V Q L O ° alp / PROPOSED ~ o m o / o/ / TREE LINE / \ \ \Lu ' 00 ' 0 5' x4J �\ J` \ a)i M a /y/ d O °° / / IL PROPOSED 11 \ \ 0 ' /0 / / BOUNDARY / \ ' 00 I ' /o / LINE (TYP.) \ �� ° I / ° i / 5 SIDE 5 L \ \ ° - a�0 ° / CLASS B TYPE 2 SETBACK ,/ �� �� / \ \ \ o ! % J ° ' ° / PEDESTRIAN TRAIL / //� �x00 \ \ \ J o / / / / 10' PUBLIC ACCESS / /' 0'� / / \\ \ \ 0 Q o EASEMENT \ / °°Lu / /' 1 \ \\ p > Lij 00 / 0 0 / S REAR / 5' FRONT / //' */I \ \ \ = Q 0 ° ' SETBACK ,(�O I I X_ \ v p o I ar SETBACK Q o / / 0 / O °/ - I ° ° 0 Cn DATE o / PEDESTRIAN / / LOT 1 �/� c I I /� 1 > o ° / CONNECTION / 12523 SF 6' 6' yi I I I / \ \/� A I o 416120 I / 0 _ o � AREA ' � I I \ DRAWN BY ° °/ _ / 1-1rLx GRADING ��I I � � � v v v v T O / � 0 EASEMENT C. GA - v o ° ° 0 a1 / 28' \ v v o 0 3O' TRAIL o d SPEED X� \ / o ° / BUFFER R597 �. LIMIT SIGN _ \ J DESIGNED BY 000* 0 0 (4) PARALLEL PARKING /' 6` FHA WITH �'' ��k �� �aHP� SPACES FOR LOTS 9, 5' GATE VALVE C. SHIFFLETT �� 10, 11, AND 12 OHP� 0 0 / xh 5/8 METER — O✓ / / / `L0' (TYP.) I \ \ \ • CHECKED BY 00 � p �i C. SHIFFLETT — OHI�— � � � / o � / / / 20' PUBLIC 5' SIDE � °° �� I � \ o / ' PROPOSED I \ \ \ \ v • SCALE � � DRAINAGE SETBACK EASEMENT, TREE LINE \ \ \ 1 - 30 / 5 I � � � • \ 4000 — � ' i 0 / TYP. O I I `�' - `7 \ � 0 5' REAR TIMBER STEPS 6 - LOx \ PUBLIC ACCESS EASEMENT/ J - — — — o / SETBACK (TYP.) 5 G 2 I "� LANDSCAPE EASEMENT I I • o , LOT 2 �' o � 8051 SF 10 10' PRIVATE 8"X8" � j, 5, f--20 ---i 0 TEE DRAINAGE I I �I I • ° 3' SIDE N3 EASEMENT c c) C o SETBACK 5'FRONT I o LOT 3 \ SETBACK V 24 I 6 LOT 12 00 2564 SF 5' SIDE / R25' - SETBOACK I I 5275 SF / SETBAC� o I J v /�k00 o CG-12 ,.•.ter ° LOT 4 -� g \ / LOT 10 LOT 11 ` J 00 40' 1639 SF 6-6� G-12 ` G-12 LOT 8 LOT 9 3673 SF 4190 SF / I I _ _ r , 1 , VR� PROPOSED ° / LOT 5 4�k50 (TYP 3506 SF 3162 SF I 20 / GRAVEL / GRADING TREE LINE 1647 SF 2 I I I / �� R25' EMERGENCY EASEMENT PRESERVED o ° 20, ,/ 28 4 ` vo0 SIGN I 3' SIDE I / ACCESS - I- -�- U OQrT ^ / OGI CRITICAL SLOPESo o / 3 SIDE SETBACK 20' 14'- (TYPICAL) o / y \ 00 , I r _ o / SETBACK ,�25k o 5' FRONT ` _ ___ — UGT— X, l/ �s� 00 ,/ 6' 5' 7' SETBACK 2 o OPTIONAL --- I \uw;, �X ° 0 / 5' FRONT / CG-9 G \ 10' PRIV E I FLEXIBLE USE STREAM BUFFER,- / 4.5 6' DRAINAG c R403' �� (TYP CG-12 41 5' 22, I I ® STRUCTURE y I Q / SPEED ,0 EASEMENT ® (TYP.) I U J , � � s a / 4' �' � 25' 20' I (3) REMOV BL / LIMIT SIGN SIGHT 29' o � � I BOLLARDS WIT ( � � DISTANCE R'1 / KNOX BOX I EASEMENT o E I c / / �\ J W 0 / :\ 2) PARALLEL PARKING ARV / 1 _ _ _ j / W SPACES FOR LOTS 4 AND 5 (j�O 5' FRONT 6 T R15` - - -�/ / I 4 ��� �O SETBACK PLANTING � � I / /WWWyW� 1 / TSIDE STRIP 5 I / I I I m J LOT 6 /`L 14873 SF GG / SETBACK R218 4 � 3' SIDE PUBLIC � � " '� J O�� D ACCESS PROPOSED \ i ui Q W . % 5' FRONT �G 6,. CURB SETRA LL y W W EASEMENT I TREE LINE / O SETBACK ,- ae I �� 06 Q (8) 6' RISERS WITH .� 8 -A 10' PRIVATE HANDRAIL �- �� ui z 6' PLANTING DRAINAG 8' - -- _ x x� 5 ^ n STRIP � /� 5' REAR EASE T/ � � (6) 6" RISERS WITH - .I I c � � � —. _ _ _ _ � 0 O ' SETBACK 3' SIDE +� HANDRAIL 18'��20'�18' — — — =UGP = _ — = UGP _ — U O o ui 5' / ,/ 7 SETBACK / 10 I —w---.----w-----w-----w---- �/ CONCRETE LOT7 / - I S FRONT 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 c� CONDO #1 5' REAR / , -' � O R397 CEO / /) �� LOT 15 5 o SETBACK c � •� G FHA WITH / 1606 SF � ,R 6' GATE VALVE i =� 5' FRONT STAIRS. REFER 28 TSIDE ,i� ��� ' /SFTRK TO ARCH. PLANS / X�O SETBACK / , , FOR DETAILS ®� 71 16 (5) 6" RISERS WITH --- -I �, FORT FUTURE R25' �/ 5' REAR 5' 22 1606 SF HANDRAIL o - ° a PHASES �� oo / W __ 5' SETBACK g 50' /GV W� . TYP') 20' ACCESS LOT 17 W EASEMENT 1606 SF S - RAMP WITH 8" X8" k 023 6 S TEE 2- y W j « W W W W W W W y 5 a OPEN SPACE 36874 SF 40' D o + N 6' PLANTING HANDRAIL 40.38' CONDO #3 4 y ��_. • / 2336 SF SETBACK SIDEWALK REFER TO LANDSCAPE 00 SPORT COURT. REFER TO -----1.5" METER PLANS SCALE 1"=30' JOB NO. LANDSCAPE PLAN L-rl■ R DETAILS. ,®III ■. � , WNW=- JIM: REFER TO LANDSCAPE 50823 SF KEY PLAN C4.03 N NO I � PL411 F`02 DFT,4,ILq m gal WE mm 1,440 m j I -0a o �0 a0� O (D rn z 00 og c m o �0 mN a o O 3 z N 0 �x X o ° o w Y 0 � o 0 o �3 n � 0c: >Y �N X O 00 O U w i O O w o O O E -0 7 O U @ O � O �0 �-0 m 0 U o � �0 m U O C N @ Cc: O O U Q O U) a) � E L_ 1 0 ° LOT 4 - 9 LOT 10 LOT 11 60600440000 / \ -6 G-12 3673 SF 4190 SF IN o / 40' 1639 SF Nl � G-12 LOT 8 LOT 9 PROPOSED ° LOT 5 4' O (TYP X 3506 SF 3162 SF I 20' ° * � TREE LINE / / 1647 SF /2�k5 \ I I , f'� PRESERVED - 28' R25 4'jj � STOP oCLINT� 41 CRITICAL SLOPES° 0 20' SIGN I 3' SIDE \ W. (TYPICAL) 0 0 // ' T SIDE \ �k0 , SETBACKI 20' 14' �{] �' ET ° o / / SETBACK /25 _ \0 5' FRONT ; 0 * Lie. N .. 543Sb 4C 0 / 5' 7' SETBACK from l+vw 0 / 5' FRONT - G- 6' \ 2 * -1/ 6/ 2020 �'w v o / ( G 5' I D RA NIAG E I ® ■` A , STREAM BUFFERo / � � TYP 4.5 ` 6 ��� �5'� '�.� 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' ° 0 /� �� 8 /DISTANCE R`1 I 1 rn E KEY PLAN 0//� / EASEMENT 1 a I— o 0 / 2 PARALLEL PARKING ARV BIORETENTION 1 0// / W\ O 5' FRONT 6 T` — — _N SPACES FOR LOTS 4 AND 5 SETBACK 4' PLANTING IR15' _ j 0 T SIDE STRIP 5 / I LOT 6 /�� 4 / SETBACK — _ �W W W W � 14873 SF � � GG / R218' � 3 SIDE PUBLI � ,,, CLASS B TYPE 1 PRIMITIVE TRAIL. /n W OACCE S APPROX. LOCATION OF MULCH TRAIL. %/ W W ®W 5' FRONT �G 6" CURB SeETl3A X Q U. , �j W W SETBACKO� W W W EASEMENT I o U. ROUTE TO BE FIELD LOCATED TO / /. .� W J / > w O � , / ACHIEVE RECOMMENDED SLOPES / / `le / (8) 6" RISERS WITH .� 8' Q uw "' /.' W:W W W W W / /10' PRIVATE HANDRAIL w J U Ln O W W _ AND TO AVOID EXISTING TREES W o �/ /ice W ✓W W W WWWW W & PLANTING ' 0 5 DRAINAG 8' K r; o K W W W W W W W x`D � 6 6" RISERS WITH / D_ v�i o N CL LARGER THAN 8" CALIPER / j /W W W W W W W W STRIP /� 5' REAR EASEN T," ( ) .WYWWWWWWWWWWWW SETBACK TSIDE ++ 18--I�20' --18' z� � - U W W I � HANDRAIL �2 W w 5' */ 7 LOT 7 / SETBACK 10 < i a w zs o �jW W W W'` W W/ S D WALK �CONCRETE� 13145 SF 5 I n SETBACK 10' v �z FUTURE TRAIL W W 0 ° ° /� O CG-12 LOT 14 `v U ®(TYP.) — Q' Ln 0 CONNECTIONS o / W W W W W% PLAYGROUND. REFER / �J 107.66' c rn / / TYP. / 1825 SF Q o o / W W W W W A ( ) Xp0 TO LANDSCAPE PLANS O' `" w 8" CLASS 52 DIP FOR DETAILS. 10' PUBLIC ACCESS o ° �y�� W � �� �1.d5 � ° a EASEMENT r WWWW ' WATER LINE / �( ) z Z� CONDO #1 - 5' REAR R397 28�� LOT 15 5 SETBACK C:) Lu a FHA WITH 1606 SF t ° `W \ R 6' GATE VALVE i =� 28 5' FRONT ' __- : STAIRS. REFER ° T SIDE / `,, �� K o — J TO ARCH. PLANS 1 °° 'of P�p,I0 0 ' / X�O SETBACK X FOR DETAILS CO�o ° ° STORMWATER FACILITY STUB OUT L� / LOT 16 I (5) 6" RISERS WITH p YFt• Fo o ° / ACCESS & 20' PUBLIC FOR FUTURE o R25' / 5' REAR 5' 22 1606 SF HANDRAIL e = 100 ° O DRAINAGE EASEMENT PHASES oo / W W W W a 5' SETBACK s 50' �— o o STORMWATER W CG- 1`2 W� / 20' ACCESS 40.3 w Cn o Cn ° FL FACILITY EASEMENT �� W WTYP.) W W W �/ LOT 17 o FE GV W S W W W EASEMENT RAMP WITH o ° 23 6 \ W OPEN SPACE 1606 SF S o — N HANDRAIL 40.38' o ° ° / BTEE 2akP ` W W W W W W W rJ 36874 SF 40' D t� �+ 6' PLANTING L� ° ° S W W W_W W. 4W W y REAR LOT 18 z I + I STRIP CONDO #3 (2) SHADE o R25' �� SETBACK 5 a 10.45' 3' SIDE 2336 SF 5' CONCRETE � REFER TO 1 1,STRUCTURES z o SETBAC I SIDEWALK _ ROAD �`r _ SPORT COURT. 6 ' `- STUB OUT ° LANDSCAPE ee, ° o a REFER TO 2"' 1"METER `'� DATE ME SIGN - / 0 5' ° r PLANS I S 5 CG-12 ` 24 N 5 LANDSCAPE PLAN 5' FOR 4/6/20 T SIDE ' _ DETAILS. (TYP.) \ Z / SETBACK \ 47 FOR DETAILS. 'I' ' BOARDWALK REFER < l 4.2' DRAWN BY I 0 ' 0 I ° o I O o ��I ° o 1 'co O = 0 I o J ` 0 �A o 0 \ I \ O I , o I I a O ' O 00 O 00 SPN TO LANDSCAPE \ RETAINING WALL. 29' PLANS FOR DETAILS. 5' FRONT LOT 24 REFER TO LANDSCAPE T SIDE SETBACK ' o f LOT 13 C. GAYNER SETBACK 3120 SF/ 50823 SF PLAN FOR DETAILS. LOT 19 , c i I I \ DESIGNED BY (TYP.) 2336 SF 42 FHA WITH I 2"X1" CROSS SP�1 STORMWATER \oo ' 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 28' \ EASEMENT 8"X2" TEE , C. SHIFFLETT SPN LIMIT SIGN LOT 26 e (2) PARALLEL �'% 1357 SF s 8 6" RISERS WITH • SCALE \` 5 LOT 21 , Lo CD() 5' 4' 1 "=30' PARKING SPACES \ 1606 SF + HANDRAIL co 5 FOR LOTS 25-32 kX LOT 27 T 5/8" METER (TYP.) , (6) 6" RISERS WITH / SPN 5/8" METER 1357 SF 5' FRONT HANDRAIL STAIRS. REFER c (TYP.) RESIDUE #1 SETBACK , 5'' TO ARCH. PLANS b • • \ LOT 28 � LOT 22 � 5' FRONT FOR DETAILS / 941756 SF STUB OUT FOR \ 31 1697 SF 1606 Sr SETBACK �' 18' 20' 18' FUTURE PHASES �~ / w 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 1358 SF 8' SETBACK 5° 10, O j \ a RISERS WITH GV 20 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 So 00, I o HANDRAI LINE (TYP.) LOT 32 43 �+ 5'°o 20' PUBLIC DRAINAGE , i S SIDE 1511 SF d EASEMENT, TY i SETBACK c 40' I ARV �14' �F } R5' / \ 8, z CG-9 / I —LOT 34 � \ A J (TYP.) T SIDE, 5' 155 3SSIDE o-DJ 8 I / Q 0- ° \ 5' SETBACK yXp / SETBACK U , 5 TBAC R5' 0 > LOT 33 � U) a STUB OUT J W \ 32 3616 SF ,� FOR FUTURE V �SIGHT CG-12 5 PHASES Q \ DISTANCE �`� R200' / 6 O w J LOT EASEMENT CG-1.2 10' R15' �1,b /, _ O 39 24, ,�6x GRADING Q 8" CLASS 52 DIP \ \ 6 10537 SF \7�xs °5WATER LINE 28' EASEMENT � 6' R1' � GG- �' G-6 � \ 0 FHA WITH s G A O \ \ GATE VALV /� \ 06 ui 10' 16 R 0, 16kp0 C) Z \ 6' R30' � 3 S 24' \ � \ 3' SIDE 12 00 33 S R2' �'X' � w U 0 \ SETBACK ��` 35 1 14+50 24'"� ROAD 3 15 +00 _tea 5' FRONT PROPOSED I J INSET 3 ElCONCRETE SIDEWALK NO HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT 0 GRAVEL W W W W W W BIORETENTION PLANTING Ll STONE DUST BOARDWALK (BY OTHERS) MILL & OVERLAY ASPHALT 5' CG'6 W52 BLIC R/W W SETBACK TREE LINE /LOT 38 R200' CG-1 5 ( ) TYP? 0 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 O\ PEDESTRIAN 5' REAR SETBACK CONNECTION \ \ S SIDE PRESERVED 5' SIDE SETBACK -- CRITICAL SLOPES \ SETBACK (TYPICAL) / - JOB NO. 40919 440 w muft ftft UTURE TRA SHEET NO. CO IONS C4 /% 0 0 0 y N O Q m 0 Q) 0 D ° 0 m co m Q 0 0 ° 0 3 -0a 0 Z) �o a0� O (D �U) z 0 o �2 og m o c 0 mN a o D � 3 z 0 o� 2Q x H 0 ° o w Y 0 o QY 0 3 0 c > Y N x c 0 0 O U w 2 O O W o ° E a D U @ O �� �� U O 0 N O N m U 70_ cN MU) N o O U Q O U) a) � E L_ co a 0 N O N V 0 0 a 0 uj a z ry 0 0 z a c� z 0 4 U 0 U c� 0 0 0 3 0 0 C9 d) rn O 7t cm O cn d., CLINT W. SKIFIFFLET 41612020 SCALE1"=30' , 5,FL I�pj��w M KEY PLAN oa rIj --------------- ui --------------------------- 496.9 /� / - --- --- -- - - - - l — metro=— �--_.z _ _ a o 1 — — / T W oLu \ — — \--- ---- ---- — t M LIU / I I f 1 --- ------------- ---\ -- — — _ _ _ _ — _ — _ \ - - \ cc:,) N rIj IW- 3:o ) U J v�w LL I\\\ \\ \ / \ \ -----_ ____� \ \ o� - - ------------ \ \ J I I \ 1 I - __ _- - --- - f I I I 1 \ \ \ \ \ ---\ \ ------ \ / -- \ \ \ \ — _ _ _ _ I a u, cn _ - -- - - - --- - --- --- - \ \ l \ _ \ p, > 1 \ 1 1 \ \------------------ \ \---------------- ` o Lu 1 _ _1- \ 1 \ \ \ \ \ 1 \ \ \ \ \ \ - \ \ \ OUTLET PROTECTION / - \ OP3, SEE S506 \\ \ _ \--- �- --------- -- SHEET C3.02 ` \ \ _ _ _ _ _ _ _ _ _ 508 / _ _ r _ _ - - - - — - _ _ / \ - - - - - - - - - - - —\—�`\ --\ 1 ;\ / / —�►�r _ -_ J �_ __-_- "483 485 �0 / / J \ /'--- - \ / --- ------------ - — r—%' --i5HP`TEHLF- c5TV LI/NESg- TH 484 8 507 -_-_-- O OHE w487 > / 504 AQ$ _-— — — -- __ — Lu Q OH -0-H-ELECTRIC / / DATE / ��- / / / l l l l / I ! I / / TELE. & TV LINES/ / / / °a / yr / / / > ems',/ f f / � 1 510.4 O 4/6/20 0 170 DRAWN BY /� OHS` ` �_ // / \ I �0 O / / HP� \ C. GAYNER 172 / HP� / / / \ OHp DESIGNED BY 'Ile/ / I P/ / • C. SHIFFLETT 0 / / / / / / / / / / / / / , / / / / ' / / / / ' N / / � I J / / / / • CHECKED BY MCA op��S%A �/ pHP� - \ / - ' / / / / / �!/ % • C. SHIFFLETT / .t9W / / / ���v / // / - _ —I -__ _ / / // / / // • SCALE r �'� / o / / / // • l� Lo W 169 1i9-1 PARCEL 7600-00-a0=051A SOUTHWOOD ARLOTTESVILL LC NEIGHB-ORHO MODEL DB. 4 06 PG. 198 , - �l 11l / / \\� / z \ \ \ \\ \ --- - - - - -- \ I I I I If1j \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ f f f \ _ � Q Lu W \ \ - - - \ \ - _ / I � rn \ \\ \ \ 1 \ \ I 20' PUBLIC DRAINAGE \ ` \ \ _ — — — — — III \ / ^ Lu J Q z \ \ i I EASEMENT, TYP. ✓ ` \\ \ \ — — — - _ L1 \ — /' J I / \./ Q < 162 \ I I I / 168 / \ \\ — — ____------- ', / w Q 20' PUBLIC DRAINAGE ` / , _ _ _ _ _ - , _ ' ' / — / 1/ W a Q LL 158 EASEMENT, TYP. 10' 06 _ 45 _cpz Vzo Lu 601 600 -_-___ doO �� �' AN - - - - --- ----------------- SAW W --- — — — _ — — — — ------ — — — — _---____---__------ - - - - -- __ % AN s 161 00 492 tcoo �o - _ _ --- -----/ ' / / 159 49 4- 164 GRADING _ EASEMENT I \ l _ ' — \ — — — -� -4 — — / 489.5 r-- / 160 REFER TO SHEET C3,03 O I J4888-I \_ / '' J -------ROAD 1 CONSTRUC IO--- / I I Ni / PHASING. __ ------------ /-1 \ O \ UGF JOB NO. I � ----,, // ; \\ `\� ���✓ ,'/ I —'I\ \ \\ ---` /� � I_ — �.— LJ 40919 SHEET NO. IN \ _ `m co a) a 0 N O N V 0 a) 6 d 3 w a z ry 0 z a C� z 0 U b U m co C� 0 m a� 0 0 3 0 0 0 O v cm O cn L / 432.4 /' SCALE1"=30' 0 30 60 / / _ _ - - _ �/ / / / / / / / / / I I , // / / / KEY PLAN /01 owl If f _- -- i - -- — -- -7 / / / / / / L I 1 ,�___ �/ �J—SIP H.77 / / \ _ / �/ � —(5HP /,,�oHe J ;,�/ �'---__--ice—'— "� �ELF$TVL/NES i 1 / I / / / / - _ , I / ' �-OHP� '� �i�LE.VAULT / ' _ - _ �` _ /��T / -6HP-= _ / � 01 OH OHP -7 — -T / / / / / / ' MANAG / / — L OHP—�— / OHP CRITICAL/ 6HP— — OH/P / I / ' ' LOPES/ / ' / / / / ' / / — — / / , / / ' _ H-ELECTRIC AOW7� / ' / — ' / — — — ' I I / / / / / ' / / / , (TYPICAL) / / / / / / / ' / / / / / / / / / / / ' TELE. & TV LINES/ i 0. If EL EC TRIC /� 'TELE.&TVLINES' 00 450. > r � \� \\\\\\\\� �\ / '/ •'-'_--_ ____ -_---- ' I \ \ \ 1 1 I I I I I I I I I 1 I I / / / / / / I 1 / I � �`90 PARC4 09000O-00-'0glA0 \ \ \ \ \ \ I I I I I I \ — ---———— — — — — —— \—_____/ SbUTH}VOOQ(SHARLOTTESVI,LE4LC\ — _ / NE/gNB0RN0VD MODEL DISTRICT DB.\3J75\PG.Ob \ \ \ \\ \ \\ \ \ \ \ \ I \ 1\ \ I 1 \ \ \ -- - - -- _ \ \ \ \ _ OUTLET PROTECTION \� \ OP2, SEE SHEET I I I I I ' — _ _ — 1 \� / I I I \ \ \ — — — — — — — \ \ C3.02 I I 148 \ —_ _ _ \ \ i \ \\ \\ \ \\ \\ \\\ \ \\\ \ 20'PUBLICDRAINAGE / 150--__--__ — — _ / —--------- /-----------------',— \ \ EASEMENT,P. -- 500 �p5 p Sz ,------------_------ \� — 162 / \ \ \ TY 20 P BLICD DRAINAGE / Op -------- I / I 158 149 OHP— `4S s SAN SAN s a _ 4 , / pg5 W W 151 — — / — 470� 475 �� ° ��� �c90 �(_v�' 4g0 t)' — - �� d'`S N 163 0°� A � 165 N 153 14 j \ \ GRADING \ l \\ \ EASEMENT v . A\ 20' PUBLIC DRAINAGE 502 EASEMENT, TYP. \ \ \ \\ \ \ \ \ \ -----___�� I \ I \ 1 \ \\ \ \ \ \ - - - - - - - - - - - _ N 1 1 159 'I) ° / \® O a 164 / i GRADING \ yr-/ f / / , / // EASEMENT 156 \ /'^ DING r ---- / /' % / \ / \ EASEMENT / / , REFER TO SHEET 3 FO 160 I f 488�8' e I I / 26" � ROAD 1 CONSTRUC ION 1 PHASING. BEECH (/I ---- --- `L I� ------------__.. —UGP — — —UGP — _ — — — - - - - - - - - - - - - - - - - - - - / I UGP — — — UGP — — — — �-fl P — — — UGP — _ - - � UGT1 L I --- UGT = -=U6T - - -476. - UGT _ - - - UGT= _ - - - - 4-_ - UGT , - — I _- = I UGT - - - - - - — = LJf F- _ - - _ —UGP — v CLINT W. *.1 2 75 ff ET v-Sr Lic, N . .54350 A C # 41612020 'r�* IN M E 0 N O N > E LuN E Q t; 3: o U. o w0 d' uj L M a_jUc0 aLu J—�; N d > pN N (� W I CX O 0 Q : C U j Ln � a C Ln O N � M CO J � H z O H a U Ln w z O w w Q DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=30' z z W °- C < w Lu —i Q EJL D2 z Lu 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 0 c ai .N U N 0 0 CID 0 0 a Q 0 a) D 0 L C co r co Q 0 0 -Do_ �0 -0Of 2 Ur z �o -2 0 c E o � N d 0 D � °3 (D 3 zN O � a g x o 0 0 o .3 a Y U1 3 - fr) x a)o 5 L 2 � N (6 0 o c `o 0 E a U � o �_0 U o N o 05 -0 ` CN U)� N 0 � U 0_ o u) m �E c m w a v 0 N O N v 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) 0 0 3 0 0 u? rn O V m a — ° ,/ // ,' ,/ / / �/ � / — _ \ 1 ) I II I � /' / J Ir � _ _ _ _ • ��. 1.rH ,jt'� � ° OUTLET PROTECTION M { r / / , ' — \ OP2, SEE SHEET ow q\ / C3.02 .4 148 I / — —CLINT1 W. dW _t. / x bo , - —,\ \\ 5 �5&55 s6, 6/ 6 / 2020 �+•'' / / ////// / �/ // /,�/// / / / ' // /// / / / / ' / l l l / / ''l/ / l 11 l ' lll//'/ / / / ' l l l ll I I I ' / l>' / ///�/ / /'/ , / / // / r 1 / ,// / / / / , /// ///, /�,/// ' �+■,�f� MiL4* ,,#■ti 1100 °°l 20 PUBLIC DRAINAGE 9 O EASEMENT TYP. �of l / / // � / � / r / ,/,/,r / / / / / / / /' �' �� __ 0149 l ,'l l,lll l/ / / /,J/')oop/ / / /�i/ / / I l l o/ / ,l l r / /l \ / r� �// / / // / / / / / / / / / / / // ,-' — s SA SAN /%° // / r / / / // i r l / / / 0// 1t/r /�/ , / / / / ,/ // // r , \N W E / / , / / �� / / / I I / o/ / / , , /d� 1 / ,, / / , / / / / / / / / , / / / / / / rn a � O, , 1 / f/// / / , / / / / / / / / / , / / / / / /—— — — — — —— -a P,\�' Nvi // //// / / / /� / , I l / / r/ // / r / / / / / / / / / / / �4Sg Qa / a / /// , / // /! // /./r/, I l l °i l l l it r/ // / r / / / / o >E / // / / // /.° ' I 9 / �l l ri/ / i / / i / / / / /// / / , , //, /o // I / \ w 501 ., �� a ° � E oo/ / ° J / I - '_�j144 45$ AP rr \ l \ \ \ \ \\ cQQn" � o ~ 0v nI' w0 ML o ° U0 / GRADING _ �> o NMENTdo �N,// / // 454 a;M6o, //�) , , °// o 20'PUBLIC DRAINAGE U x W / ° EASEMENT, TYP. Q < 502 z o NA 145 >`° p o Q L 415.1 Z 1 1 I 1 \ c r , , / �l 1 1 I I I a 14 _ _ _ _ __ _ _ I / \I I \ ..cv > / / / / / / / / , , / / / / /l l \ / / / I ' \ \ \ \ \\ \\ \\ \ � 1 1\ \ / �I � II Li ' / \ co-1 \ ° o / / I"I I I / / II 1 °/ // /// '\ 1 \\ \\ \\ \\ \\ \\ \ \ \ \\ \ \ \ \ \ \\ /J \/ /—————— — — — — -- r --�\� Lfi o //o / / \ / \ I \ \ \ \ \\\ \ \ /` �O \ \ 43 / / /_---/—\ �___-- 0 /o/ / , / h \ \ \ d /I �, �� -- _ —'--_ v 0 �o/r, / /r/' / ,/ 414.7� 1 ,I I 1 /, / / / 49 I I 1 ' r O DATE / / I o 1 I 111 \ _ 0(,/ /— /416120 �i'i / r /// / / / / ' I \ / — — } DRAWN BY �'� / //,° o ° / ' / 44 GRADING I T � , / 8 o, v /// I �/ 9� , / // / / / \ EASEMENT \ �i \ -� // `�/ C. GAYNER / o /127 o 1 �k / — — — — — - DESIGNED BY 00 °/ 4�? C. SHIFFLETT BHP / ° 26� • CHECKED BY o �� I /L O✓� / / o° 4 4 \ \ \ \ \ \ \ \ 1' \ \ \ \ \ \ I C. SHIFFLETT / 6 \ • \ \ \ \ \ \ \ \ i W.OAK • j / / / s — \ '.,� 39 \\ \ \\ \\ \ \ \ \ I \ \ \ �\` \ \ \ \\ 25.E SCALE/ 125 / / 129 5 137 I - R3 1310 o a \ 140\\ 10'PRIVATE \\I � \ `� \ \ a 35 SYCAMORE31 INAGE \ \ c EASEMENT 414.1 / to/o / IO / 12 ' / / i3 f— \ \ \ \ \ \ \ \ \ \ W /O / / / I I \ I` \ \ ��\ �\ \ — 133 IN, 0 IL 210 { / 90 / /' / '' / 211 cP 217 / /' /1 I I `I-- 1 \\ �� \ \\ \\ \ 16 — — 449 r, \ \ \\ 4 GRADING , �L J \ \ / ° ' 40 215 a �/ 1 I I O I EASEMENT \ \ I \ �API LE PRE 8RVED/ /o / UGC \ j //CR)TICAL �OOG r° 447 (TYPIQA4) / o/ . 449 r' / ' - 454 x z 10' PRIVATE TR AM BUFFS o S DRAINAGE EASEMENT ���d, W / / W /SIGHT / C / / I 11 / / / / }/ / ' / /� / ' > rr nn DISTANCE NT 070, EASEME'' z Q LT- w Q 231 m 437° I I� I // , , / J W W LL o� / 2?� 228 230 232 \ \ I I I - / / / A i r1 �5 / 10' PRIVATE 227 - - _ v v I I I P _ , / ri , �� �I W Z v 436 5 , sz°, DRAINAGE 222 \ \ _ \ I I / /i - �6�5 z / EASEMENT �Occi ---�—UGP / --------UGI I -/� —P7N� _ 204 �V-221 —w— w— � w- _ 0 Q 121 435/— o M 456.9 03 2435 122 ��v I / j�v 0 201 434 co_ ` — z '\ I 1 I I \ \ , - \ \ \ 02 't 4/ o 4„ CLEANOUT (TYP.) D5 I 1 I 1 I I/ ` 1 \ = \ \ O � \ \ \ \ �► 4" PERFORATED SCH. 40 03 / // Aga I 11 1 I \ \ 1 \ \ \\ \ \ \ \ / 1 6 PVC UNDERDRAIN (TYP.) 235 � / ABION BASKET o M OREBAY WALL M 403 ° I /CZ 300 (SEE SHEET C6.0) / / , I 400 20' ACCESS ° - 236 M 301 EASEMENT ` � 03 ° / / v i 433 ° ° ° ° / .° 405 02 ° / 120 a I JOB NO. 401 / /� i / } / SCALE 1 "=30' m ° ° 40919 ' 406 ° , , , ' J _� 0 30' 60' ° 1 _ __ 108 434 \ / — pGJ3 W / / '� , , - I �� / `' SHEET NO. — — — I/ KEY PLAN C4.07 O c N U a) 0 0 L N (N 0 a Q 0 a) ro fn 7 ° 2 0 U) co 0 Q O ° 0 3 L o �218 � 211 �� \\ ---- - - - - -- ,/ / ,� I h,,L !s: Xk 215 a ° Da P�Ey15/RVED/ ° / 447 1CRJTICA/LAOP�X o 101) LE T, TYPI A o/ _ ° d p ,' �I/ b/ 2020 , / / / ° ° / / / / / / /° ° i °` 214 99 DRAINAGE e c = AL SCALE 1 -30 - GABION BASKET / / STRFfAM BUFFEI?° i / / / / / / / '• ,�' / ' / ' / / / / / ���� FOREBAY WALL i / / / / / / � / /° �\ �``` / " EASEMENT 0 30' 60' (SEE SHEET C6.0) 40 /SIGHT I KEY PLAN ' / / , - ' / °�/� / I I I ��h / / / / /� EASEMENT �► / O /� g v E LLJ 437° D� , I l / l l / / / I m U)D� I F—w cn �j �° a� o W a , 2p 228 230 232 0' W M O DRAINAGE222 ---\ LU 43 °' / / v� e0 ------ - acnrj a 6 W W W W W W W W W l I , I 6 / `9 EASEMENT `r \ U W /p'\ W / / NM[t V�- z� '� H ° ° /0��1 O 5 x Ln LU - ' � � / / 4" PERFORATED SCH. 40 I a 205 / / // / - 221 — — so -41ag 233 \ o a o „ / W W W PVC UNDERDRAIN (TYP.) / W/W W W W / _ \ v o 43� o ° Ln _ _ _ _ / / / W ✓, W 200 0 / l I \ \ \ \ / - _ p3� 404 - _ _ _ _ 50 234 \ ~ 0 U, �cn 20 43 PoI / ` M\ \� -- 1 `" w 122 5 \ `\ �M a _ \ 102 104 Z01 434 / ° j _ 1 ° \M- 4" CLEANOUT TYP. \ \ - - - - - - _ _ — — z _ p5'\ 4" CLEANOUT (TYP.) - W W W 02 (TYP.) ° / OUTLET PROTECTION \ �M► ` o ° - ' ' OP5, SEE SHEET 105 0 \ 03 6 4 PERFORATED SCH. 40 \ _ A3 - _ \ I o _ -�� \ PVC UNDERDRAIN (TYP.) Ui 235 I P�P�N�°� - �� '� 101 C3.02 \ \`\ GABIONBASKET \ �-------- � \` � �52 � / � O OQ�o ° STORMWATER FACILITY o M \ FOREBAY WALL — — — — \ _ , 238 /p / _ F�° 02 s ' ACCESS & 20' PUBLIC cam/ 403 �/ ' w ' 100 � o _ _ _ - - ' � DRAINAGE EASEMENT 300 W W W W (SEE SHEET C6.0) ' ,�39 s 223 / 1' o / A W W \ � 400 04 20' ACCESS ° ° ° ° _ - ' � STORMWATER � , � ' s 202 W W W W W \/ a ° / oc v`�\ ° 236 / o /// W W i W W� W i `;I , n 1 z ' / �' FACILITY EASEMENT EASEMENT \ / w/ '/ 106 u0` 301 WW WWWWyW \W / Mp s — / / > w 'LU w / �'01 ,,—' P 302 WSW WWWW 0, 0 D O I ��^I / 239 / / = a 4 " — / i / / / ' , U 0 - / / 433 433 120 i \ / / U) DATE ' - _ _ 401 1 / > 2 z , /��/ 416120 o A k /> } DRAWN BY 406 1 434 �--f-D� �g24�/C.GAYNER DESIGNED BY 407 / / / / Sp,N STORMWATER 435 / f / I I p55 241 / ' / / / • C. SHIFFLETT / ' FACILITY EASEMENT / 20' PUBLIC / 226 I 456 / / • DRAINAGE CHECKED BY g — 457 / �� s / / ' ' / / / • Nt C. SHIFFLETT 109 EASEMENT / / - / / / • / / / / / / / / / / _ 9 a \ / // • SCALE S 224 1 "=30' 7 43//� / �/ 225 4 r 436.7 \ Uj 440 1 116 IL 446 _ � � 4Anq 08 0°—d.——,n— co 41 ��� � �� a T I / I 20' PUBLIC DRAINAGE �� EASEMENT, TYP. ��o'` i z / 443 ga, 413 I � �` � `•�� / add, � A , C J w /10 Q 415 416 o I C w (o�' / G > rrnn I / LU ^ V / Q z S HT , - O 2:— ISTAN E / w Q EASE NT GRADING m � o �AE�AS%E/MENT_ W LL O .W 440.81 `n ICI 11 113 aN /' /' w z (� 1 I I I \ \\ \\ \ 1 1 I I I \ \ \ \ I \ \ \ 1 1 \ \ / /l 1 II, �/ l/ /�l / //// ' I I I / ��� PARCEL \0900Q 00-OQ-00 9 v0 11 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / , I , , , / / / / / / / / I I o I W 1 1 \ \ \ \ \ \ \ \ \ \ _ / , I I / , l l / / / / / // / \ I \ I / N? � SO�TH OD GHARLOTTb'SVIL ELLIC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ — �� / / , , l , I l , l / I I I I I I D 'It —�/ 11// IN �� 4 // — —— _ -- \ \\ 408.7 = I 409.0—_ / ', /l , I ,' III, I , l/I I / , l l \ I I I I / W / ' ' V \ \ 1 / / / / I I I / l �/ / / 1 I I , , OD /l �$�° 420 �/ ' /'11 _—'4`S0 \ \ \ 115 116 1 \ I I I / / / / / / / \ \ \ \ \ \ \ \ \ - 455 20 PUBLIC °j1w __ -- , / / / / \ \ \ \ \ \ \ \ \ \ \ \ \� ��, ��\ - OUTLET PROTECTION / I - - - - ' ' ' / / / / ' ` \ \ \ \ \ \ \ \ / / / DRAINAGE C> z / // / r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ gip OP1 SEE SHEET / I 1 EASEMENT / ' �' —``— /_ / / ' / / \ \ \ \� \ \ \ \ � \ \ \ \ \ \ \ � III I I It \ \ C3.02 ' / / / / o \ \ \ \ \ \ \ \ \ \ \ \ \ \ - / U 'PRESERVED --- - - -- - - - - �IT?CA�SLO�E� _ - - - - - -- - -- 4T I-Il AL) JOB NO. 40919 pO/ � o/ ° i1 O/ O° -- — — \1INSET \\\\\\ \\ \\\ \ \ \\\\ \\\\ \\ \\\\ \\ \ \\\ \ \\ \\\\ \ \\ \\ \\\ \ \ \SHEET NO. / C4.08 �a 50 -0Of O Ur NU) z O -2 0 T � 0 0 0 O N d O D U 3 zN O 2 a x o w o O 0 0 o .3 a >� Y Ul � U � x 0 0 O U w 2 (6 0 c O N U N -0 cop 016 2-0 (6 z �U O c N O V1 O U 2 c 0 m N o m U Q O a t H � • .: CLINT W. 2 Fw`L 41612020 LL of o N > E LU s / _ter sLu ' TC cl L ^ U. 449.79' � L. a_Ujj o z w N - u, O ` �V)rj� a / uj TC - z U �s 448.68' � O x U) 448.62' , J Q TS - �� aim p 449.04' Lo 0)p Q : Bs x = N z > Ln O 445.54----------------- - - - - -- -_-- W L \ i 0 N W \N / a - I CO LU J %D H 00 --- `- - 00 BS _ � \ / 0 � � ' � 446.48' TC - _ _ _ 448.78' \ � O BS / TS 448.84' -- - _ - - \ 2 6.00' 448.98' - - - _ �` U lool - 448.99' - p LU 430.00' O / - - - - - - - - - - - 1 449.14' ! _ _ > w LU - - 448.02'-. - - - - &X9 - - - - - - 2 Q a z Bs \ \ o 4311C 10' I DATE lol \ - TS o 4/6/20 TS- - - ------ - - - - -- 4, 457.42' } DRAWN BY 434.00' - - _ C. GAYNER 455 DESIGNED BY BS \ 455.02' 454 BS 92' • C. SHIFFLETT \ � _ 434.10' _ • CHECKED BY ~ BS \ • C. SHIFFLETT _452.52 TS • SCALE \ 452.42' 1 "=30' TS \ ( � ` e 439.00' - 1 I e _ TS • - BS ' \ -450 BS 449.92' 439.10' ' \ 450.02' i i 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' �52 I ' 448.49' TC TC 45135' 451.71' TC f 452.57' \ e TC IC BS \ -- _ 452.03' 452.46' - - 444.98' TS 444.81' z z ' SAN _ / \ _ W .j -- Q W BS TS LU 452.23' OC \442.47' 4 2.27' _ - - - - - _1 z �� 450.98' � - - - - - - / r SAN I ISAN SAN S N - - _ _ \. J _ J m I I ------ \ W a BS W 439.92' - - f ---- - - - - --- - -- - -- - ° Q LU - , W 0 i (s) ----- - -- -- / O ,, I I ------ N. - _ O V 1 o SCALE 1 "=30' JOB NO. 0 30' 60' 40919 SHEET NO. KEY PLAN C4.09 c T LL c 0 Y T a M M O N 0 N V 0 0 0 a 0 3 z 0 c9 0 w w 0 v U a0i c9 0 m a� i 0 0 3 0 0 U o� rn 0 v / � ''/ * wtKITW�oar■00 0 �7 43800p dc, ' /CLINT W. TW /*QO. 1I/6/2020 s SCALE 1"=10' / / / / / i \ cn1 NOR 0 0 10' 20' / / '' Gl KEY PLAN // // / / \ 6 E / / 437 " � � TW / o � o 443.18' / Cn Uj C m z Q J U mw Z TS w j Lu O 445.49' a cc :,) 4 a HBS u 441.49' � Ix a�i L w V� / � o / TW TW � 440.60' 444.53' 0 = c N Z 441.00' BW U > `o p / / 441.26' H arn TW 0 N > / \ L440.89' BW a. -j 440.84' 441.00' C) H D I I 1 I 436 � /� � l � / / / / I 370� v rw / � � vi 439.82' - M O I 1 / N c+� -m' O � 438.43' ZTW 438.38' - I 439.05' / LU > i %� z Q U 0 43 _ - - Q O TW-" Bw / - Z � DATE 438.62' 437.35' 437.35' - - _ _ _ > 4/6/20 43 ' I I \ ' -/ O} /5 I � 4P / \ _ _ _ _ / / DRAWN BY C. GA YNER NIS - _ DESIGNED BY I r • C. SHIFFLETT I I 435 co/ - _ _ • \ CHECKED BY I I - _ _ ` /� /- / _ - z • C. SHIFFLETT I I - _ _ _ • SCALE I I I I I I II \ /_,\\_ (� I ___-_-/� -- • 1"=30' cflco \ / W z (D o \ \ \ \ I TW 1 v TW v v v 435.64' Z Q 433.6�' BW \ \ \ \ \ _ Q \ \ BWLU \ \ q, 433.64' / \ % / \ \ - X \ \ L1 Z I / - TW \L 64V 33.07' 431.07' \ LLJ \ `L � \ �� \ \ / w Q �n LL V / B�W W > /V TW \ \ \ \ / Z � I � \ � q, 434.30 \� 436.30' \ \ � \ X BW �0 - - - //' � W � I � � BW �� \ \ � - O I 431.54' 433.61" I U Q \41,\ O \ W TW / \ \ / � LV CP / 433.54' / / \ \ \ / 0 TW 435.46' / 438:76' / / 0 438.97'/ O 433 / x �39 / BW BW TW 440,87' 445.24' 451 56' TW TW BW cn 0 / I /0 444.92' 448.16' > 448.48' Z TW 441.13' T / � 444,79' BW TW TW Ii 439.63' 1 82' 445.09' 448.03' 448B33' 451.37 / Z / 1 - - BS TS BS TS BS TS / / I / X 444674- 44n.8 4-449-UU-44"F O - / 438.86BWBW 438.6T 439.d7, 439.24' TW BW 439.67' BW l`w 44.79' 445.09' 4 8.03' 448.33 �41.19' VJ TW Tw / 444.92' 448.16' TW / 30B NO. \ /TS / 'f BW BW 451.4,3y N / / 439.15' x ? 442.50' 445.24' 40919 _ _ �� / / / s 448.48' BS / - - - - - �15' 438./ AZ �✓ SHEET NO. C4.10 T U- c 0 Y T a M M O N O N v c 0 0 a 0) 3 z 0 0 w w 0 v U 0 U a� m c� 0 m a� i O 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' ;zd/ 439.37' X X TWTS / 442.38' 439.8 BW TW / / / / I BW I - - - 45o / / / BW I 53.87' ' 440.95' T TW 442.54' � / 453.43' 442.7 ' SA f 76' TW ' I I/ \ 455.17' - - - - - SAN 457 SAN 456.0 SAN / 441BW 442.8 A�3 > / I I TW z / I 456.97' 457.29' BW TW 441.50' 443.2 / (' I BS TS ' Tw / 442. 8 i / / I I SAN _ _ _ 453.38' 456.88' / I / (A / Z' 1 BS % TC 454.65' / / 456. TS 457.28' / / I z / co / TS / 443.04' I 43.16' BWBS / �\ / 443.62' 443.12' TTW ' I \ BW / BS4 52 445.38' 1 �443.07' 443.12' / I BW 443.46' Tt BW 445.62' / 443.85' W - I / 4 T4 W- - - h BS 443.89' 445.70' �*"NoLT W� oar wog VIA Ink1R GLINT W. ' FFLET ' * Lie. N . 54390 / rAV � � 1612020 Lo EE ' N c O > E �_ E w W > Q w o u C) U. W o 2ri a_j� o z w N - Ln a- O77 N O d TC TC ('D W �� H 457.21' 457.56' Q O cn Q 0 Q U cn w 79' �U >� z0 H Q L Ln ~_ U) N > �TC� A 7.07' � M LU a. � / CD J / %D F- 51 ' / / ' vi / ' M O 0 / o / ' w > w / w / / GJa o U Q 0 O DATE U) / M 4/6/20 / O DRAWN BY / / C. GAYNER DESIGNED BY / - '` �59 • • C. SHIFFLETT / CHECKED BY • • • • C. SHIFFLE7T SCALE / / 1 „=30' / TS ' / 444.76' $ > / / / / ' hl �l I / / / ' TS / • 459.27' TW Tyv / / BS / JJ BW 446.14' 446.79' / / / ,' 456.54' 46.09' BW ' / / 446.23' �O TW L0 447.50'TW / BS 4 8.27' , / 44o 6.77' / TS / TS 449.87' T / / /� 448.27' TS 53.07' / S 151.47' BS / 48AT B, MAT BS- 451.57' 454.77' Y / 449.9T BS 456.37' 45 454.67 TS TS 4T 456.2T 57.8 PW 0.59' BW / 452.90" / TW / 457.50457 29' 1 / TW 492 617 BW 457.85' TW / 457.40, 457.46 / 457.35' / II I I I I S� 456.7T I I I / TW TW TW TW 457. 456.83' 456.94' BW \ / ' / 457.: BW BW I I I I I \ 452.84' BW 456 453.49' I I I I \ z / / / / / / L / / / / I I I I I I I 1 \ / W (•/ I BS r J 457.92' J TS 458.92' / �q f / I / TC Q / - - - --� - - - 460.58' 460/47 .J /LU / v / ILUz Q o / W Q / J m ' TC 460.70' w Q 460.81' � I > / I W r LLB d o / Q O r` (.0 l LU O O I SCALE 1 "=10' JOB NO. j o 10, 20' 40919 ' SHEET NO. KEY PLAN C4.11 L_ 41446660040000 'Ir. GLINT W. SnjU I_ L E T ► ILie.IN 43Sb ► � * / 6 / 2020 'cif###iii4i M E O p M U N u� N c: > E w Lu Q U. 3 0 LL o w 0 0 cl� Lu L M a j U o� Z wH-�n O rn �(n��(z� W � �'t U °Xwof�L a 0Q �� 0 Lr,x CU. z = V > ul O c L^ rn oN w ll M cl� M CO J vi O (D O 0 w > w w = Q Q 0 z O T = 74.39 m DATE > L = 148.03 416120 C = 147.66 O PC = 10+09.12 } DRAWN BY PI = 10+83.51 to PT = 11+57.15 5' ;�.g +� 6, C. GAYNER PLANTING DESIGNED BY r ' 5' STRIP r 1 • C. SHIFFLETT c r13' 8' • °r CHECKED BY rr 5' CONCRETE • C. SHIFFLETT r / SIDEWALK • • r 'o SCALE 1 "=30' ^ r ^ PARCEL 09000-00-00-009A0 ui SOUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT / V DB. 3375 PG. 063 0 Q J Wv ROAD 1 CL /� o CURVE , F� ROAD 1 CL A = 21 °28'45" CURVE R = 267.00 � 4 T = 50.64 A = 15°41'42" L = 100.09 R = 233.00 C = 99.51 / T = 32.11 ROAD 1 CL PC = 10+99.50 20' PUBLIC DRAINAGE L = 63.83 CURVE PI = 11+50.14 EASEMENT, TYP. z C = 63.63 A = 17°56'09" 3 PT = 11 +99.60 Sin PC = 15+15.79 w PI = 15+47.90 R = 233.00 / Q T = 36.77 20' PUBLIC DRAINAGE / PT = 15+79.61 10 �o LU Z L = 72.94 EASEMENT, TYP. / -1C = 72.64 PC = 12+08.96 cl� Q PI = 12+45.73 s O � J 17+50-' PT = 12+81.89 - w SAN _ - 0 _� 5 o Q ` / I LL W \\ ,4j32 SAN O o- SAN - 5, a _� 4�_ - -- �-f-_ 99.50___- AN O 8 W ��,\ _ - _\ 6 11 50 1 S34°52'03"W +- r SAN i1 �� V1T 10+5p_ 24'-+--- 10+00 16+o-� s SAN SAN SAN SAN j; 31 „� R267 El Q O _--� S13°2� U AIDING W --�_ 233.89'6' ui SEMENT 15+50 �--I-----------------------------+--- ----� -�2+50 �W 15+00 W 14+50 W S31°19'26"W W 13+50 W 13+00 W n R233' U R233 --_ GRAING EASEMENT _ GRADING I a EASEMENT _ Ld � � L� � I I 1 1 I \ 1 1 I ► � \ II I __--� ~ BEECH I I r-1 - 1 I I C y i�O�fl i� JOB NO. 40919 l - -UGP- UGP- - I SHEET NO. l - UG� - - - -UGP - - -U P - _ - UCT - _ - -UGP - - ucr- UGT - - - UGT Ucr- •_ I \ o d'� C5.00 UGT.- UGT-=_----------� ---UGT-- J I I ► I I ► I I I I i I I I � I I I I KEY PLAN SCALE 1 "=30' 0 30, 60' _-_--� - _------ acC -+ - - - OLD LYNCHBURG ROAD -- - - - - - ------ - - - - -- - _ - I - _ _ _ _ - -- - - - - - - - - - - - - ---------------- ----STATE ROUTE 63 - --- - - - - _ OHTOHI w OHP- OHP = OHP- 0H -OHP- - - �pHP Lo - I � , - HP HP - _= OH=� _ -Y- � _ - - _ � HT� LOHP'-- - - OHP- _OH O - MANAGED OHP� r- CRITICAL - I SLOPES I (TYPICAL) ICE HICKORY STREET CL ' o CURVE 1 R604' I oHP A = 14°02'30" - R-60400 I _ -0a W �O a0� O (D �U) z �O og m o E �� a o O O 3 z N O Q �x �(D o w Y0 � o QY o .3 Qm (Dc: >Y �N X O O U :52 2N ooc ° 4o E a DI- U @ O �� �� .2-0 m U O N O N MU -0 2 cN MU) U) O O U m Q o U)� L_ T LL_ ° Y T a M 0 N 0 N 0 0 6 CL 0) 3 z Q tL 0 Q 0 Lo 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 �0i IO / o° � / / / 0 = 57°25'46" 5 � � �� J�' a� ' 0 / 'O°° / / / T = 151.705 CLINT W. � O / o / / / L=277.65 +ter % F_`LET: ' o / C=266.17 � o PC=17+20.93 rc. i#DSO r AV w'° : L o ° / / / \PI = 18+72.67 �1612020 PT - 19+98.57 s0 O / 20 PUBLIC DRAINAGE ° ° a _ �SlONAL �« � 1p ' o o / / / EASEMENT, TYP. \ A* aM4 O N ' ' O , - W 18+00 17+0 ° �$+0 �M E CD ' O / ' o a� / / >i -8' � R277' N oU / a ° gyp, o / o 10' SP19`�`I > E Lu / o. ° / /' �uj�� ' O ° / ' / ° / /9 ° 8 _ Q LL O / / r P� - cl L 0 S °° / ° ��O / / jl �' / GRADING w ; ui O o / o 0' EASEMENT a o N a O /04 (QD W� , M Z DRAINAGE NAGE o um)� w° o Ox o EASEMENT, ap ° vo°'-' Z ° / / / \ 0rn ° / aZ / ' , a /y I oN W / a ' O ' ' / ' /O / %D H O 2 ' ° O / / ' L QI O 1 - o O / \ J o ' / ° / i�/\ / / ° / / / \J //� •�,�\� � / O / `L 100 oq, / / / / r / , Gj ? \ I +00 j w o zz "I\ � O � / ' I ° / / � I I Q I � � �`"` \ DATE ° ° / / / \ > _ o°°� / / � 5 6 °rr/ y! I I \\/ A^ I 416120 I / O O I/ / / 0 O I I \\ DRAWN BY x \_ GRADING I \ T / ti / � O o �O � 0 o / 28' EASEMENT \ \ / 00000 O ° o a / 30' TRAIL / O R597' d �� \ I I �X\ \ \ \ DESIGNED E / BY o ° / BUFFER - / � / o _ / opHP / / ROAD 1 CL ! / 5' �\ I c', • C. SHIFFLETT - OHP� ° o / / / /CURVE 6 9 � �� A 2 �� CHECKED BY '0r1� ° / A = 20 31 58 4 c) I I \ o / O R = 597.00 W. \ \ \ • C. SHIFFLETT OHR�- / o / / T = 108.13 ° ��� I ` v v OAK �� / ° • • SCALE _ 213.94 / - / / C = 212.80 / 0 I \ \ \ 1 „=30' �4 _ - o / PC = 22+37.25 d ��x PI-23+45.38 \ 5 4/ y `L I ✓ I J `� 1v _ 2 I • O / PT 24+51.19 I _ - oo 5 �20'yl I 10' PRIVATE DRAINAGE I I \ \ I SYCAMOREc 'EASEMENT G ° � F - - o / / o R25' I I / 450 looj7 I 20 II/ -2l GRADING � IC1 CL�L EASEMEN-777 ROAD R25° J LS _ MAPLE PRESERVED o U GI O CURVE 20 o 28' CRITICAL SLOPES - G) UGr (TYPICAL) o ° A=28057'16" V' � 1 20 4' L7 o uGT- -�Xl403.00 00 _% I--' I r- ° / L _203.66 STREAM BUFFERO ° / 4.5' 6' I- C - 201.50 R403' ,� 5' ROAD 2 CL DRAINAGE I ® - - - I I / / / Z PC = 24+51.19 ' / �4c�0 s 4' 4 �' 25' , CURVE EAS NT / /ui / PI = 25+55.24 1 a 9 I / / 1 1 - + `L 29 A = 21 °34'40" I I <' / , Q PT - 26 54.85 / / SIGHT R - 218.00 I I `' / / /` k/ 1 1 > ° / / / ° DISTANCE R1 _ � I \ w EASEMENT \ o T- 41.54 I c / / % / /\� 1 1 J z 6' of L = 82.10 - - - / / oC R15° C=81.62 _ / I / 1 1 Q Q PLANTING � ° � L � J % I �' 1 1 L STRIP �5 PC = 10+57.01 / I � I � w / '/� / m PI=10+98.55---= �J ��� �/i 1 1 m / /R218' ° cn PT - 11+39.11 I� w Q Q �..T/Jv 1 Q W i V W 00 1 ° W � ,� ° 10' PRIVATE ° � I � � \ V� � --�� �� I � Z "I 6 PLANTING ' t�0 g DRAINAGEry I I 8 I-- �cx o I I I _ _ -UGP - - -UGP - _ 0 STRIP / �EASEMENT +'t 18 20 18 - 5' / 9 , p ! Lu CONCRETE �� \ ROURVE L SIDEWALK y / 5 ` / 10 I WH�RTON DRIVE o I (TYP.) 8 / c - - / 107.66' ------ -� A = 22° 25 28 r / 1: R = 397.00 _�L = 155.38 R397' o / 8 % Z� /� / 5 7C = 154.39 1 / PI = 27+33.54 / ° 6�_28' - a % • / I / PT - 28+10.23 / x50 I 22 -- R25' \ 4- I ` �, 00 I, y 50, W / 20' ACCESS 17 0.3 ' 1 X EASEMENT I J JI I O - k v % - 5 40' D t it 6' PLANTING t W W W W W� .I Q' P 4 W R25' �W_ STRIP W 10.45' z I S CONCRETE o SIDEWALK 6 I Lu o II I_ I I I o $3 JOB NO. �24"`N 5 SCALE 1"=30' 40919 U) cnT4 _ SHEET NO. W 29' NOR I t_ _-- 4 \ o I rIH I- � I I 0 30, 60 Mt I I KEY PLAN C5.01 0 N U N O L N N 0 a sZ 0 a) (n a) 0 L r sZ 0 0 C � a =o -0 Of O N c/) z O -2 0 E o O N 0-o °w � 3 zN O � a g x 0 0 0 Q� o .3 0.0) Y U1 � O N U x a) o (D U w2 c c `o 0 E a U N o _o s �� a) -0 m U-0 O N O O U 2 c N La N o � U Q O U� a �E 0 40 / % (-o I 4X p I arm 20' ,� � '�f R25' 11 PRESERVED 0 0 0 / �ROADCURVE L \ 20' / 28' 4�� GLINT W. CRITICAL SLOPESo 7 / /- \C` `, 20' SlUFFLIUT (TYPICAL) 0 0 o j / 4 = 28°57'16" /5k00 14' 0 / /R = 403.00 2\ L.c.4'� At 0 o j T = 104.05 / 6' S' 7 )� 2 0 * �/ 6/ 2020 o L = 203.66 �� \ I 10' PRIVATE L sue' sw STREAMBUFFERo / R403 �/ 4.5 \ 6 5' ROAD 2 CL DRAINAGE 1 C = 201.50 / PC = 24+51.19� �%<50 s 4' 25' CURVE EAS NT O ��ih11►F�" PI-25+55.24 /, ,LSX 9 0 / PT 26+54.85 I SIGHT 29' 4 = 218.00 " / 0 DISTANCE R1 R _ 218 00 / rn E T 41.54 KEY PLAN 0 0 0 0 j j % _� '/' / EASEMENT \ 6 of L = 82.10 / R °�' o �j �� /O 4' PLANTING R15'C = 81.62 - -7-0-04�� C � Q o / STRIP .5 I PC - 10+57.01 / I > E __ PI - 10 98.55 _- -- 'L = / / ✓ R218' D PT = 11 +39.11 Lu a C)LL 8' Q Lu 10' PRIVATE / Ih - �ri O ' /V- W M O 1�-�-I o // �/ W /W y W W 6 PLANTING ' h� 5 DRAINAGE I f 8' a> o N f- STRIP / �/ �" / EASEMENT ' CD , w cu M a +I /may W W W W W 18 ' / 5' / / / ° O / / y / �� / -- O Q a W W � 0 / / //y W� W � CONCRETE 4 � 10 0 � � � W W y ROAD 1 CL o 10, x N z 0 0 0 0 /// W W W /.✓ W W/ \ CURVE SIDEWALK �r / / ® (TYP.) v Q D O W W W ' 1it ° o // W W W W y X ' A- 22°25'28" O / / N i 0 ° / W W y W R= 397.00 r/ / 5 / 0 cn 0 /jam yY W T = 78.70 0, 0 0 ° W W .✓ y j W L = 155.38 R397' , ' 28 Z� / /� / 5' z ' � Lu WCD 0 ° W C = 154.39 �,� / CD 0 0 ° `w' PC = 26+54.85 6' a , _ N �Lp,IN 0 0 0 o PT = 28+10.23 00�0 ° o / STORMWATER FACILITY L1 �r 0 Ft FL o ° /_ ACCESS & 20' PUBLIC o 5' 22' _ 100 o o ° DRAINAGE EASEMENT oo R2s / y y W y 5' s 50 o o° /� STORMWATER \ / W W W W W W W W\ / I - 0 0 / 20' ACCESS jl 40.3 _ 0 ER FACILITY EASEMENT , $ O �/ EASEMENT W W � �, L W W y r FV W W y y II � � 0 0° 2 W y W W W W s - + I =- N 40.38' > o° W W W W 5 40' D I I I U PLANTING a = Q o,� W W, 4 W o z i I I STRIP 0-0 R25'- �� W y Q 10 45' 5' CONCRETE PARCEL 09000-00-00-00 I EO OUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT DB. 41 / i PG. 328 now soft o ` ` 0 o , 0 0 0 O 0 0 O O 0 0 O O O � �SqN \'v - ` / SCALE 1 "=30' 0 30' 60' Sp,N Sp,N gp.N Sp,N ----- ---- --- - -- v0 0 0 O O O 0 5" A � I � °� I SIDEWALK o k \ v , i CD I * c1) DATE cSO � 6 W I _ -�� �� �'. 24' � 5' "' � � it � � � � 4/6/20 oM ti I Ye 5 - - DRAWN BY y � 4.5 ' � y W "� o�o I I - C. GAYNER / co L DESIGNED BY STORMWATER �G oo I I I • C. SHIFFLETT X FACILITY EASEMENT N �\ X I I • 6 PLANTING \v'c, 6' S� 20' PUBLIC I I • CHECKED BY STRIP (TYP.) .�'° DRAINAGE s 1 SAN `` c'-� C. SHIFFLETT �s\� ?g� EASEMENT �' 5' `r ` T I e • • SCALE % S o Lo, 4' 1 - 5 30 Mj 5' • � kkso a • x \ 18, 20' 18' ui -- I \ (� ' ff R25' o ` R25' F - - - - D z 5 > O c) 28 ROAD 2 CL 10' CURVE 11 (TYP.) F� 10 \ A 4 = 24°50'33" ` R = 200.00 s I T=44.05 I �i `o \ �+ L = 86.72 -a-- a 20' PUBLIC DRAINAGE C = 86.04 5 EASEMENT, TYP. R5' 40' a I PC - 14+45.44� i i �PI = 14+89.49 8 � z PT = 15+32.16 � ° � � ,� I I j. \ / ROAD 3 CL .J 8' / uQ \/ CURVE 5 > ° 100, W 7 \ T= 179.90 ' ,���� 5, /` Q Q \ L _293.01 �,� \ R200' / / 5 �5 / O W J s C= 267.50 r 10, R15' N6k� J m a' o \ PC = 12+75.58 ,�6k5�' GRADING Lu Q 0 \ . 7,�X 5' API = 14+55.48 R1, EASEMENT W Q \ �so PT = 15+68.59 `�. Lu 10' 16 dol �"'= R30' SP II 16kp0/' 9 i 6 R30' \ �4x0' R2' . �"�- 24' 0 p 0 R2' � 0Q \ 12 / s 25.36'1 k�- ui /�� I 1 0 24' 15+00 -�'� I 5 -__W W 5' R200 O 6' PLANTING O 40 STRIP i O PRESERVED - CRITICAL SLOPES (TYPICAL) JOB NO. \ �. _ 40919 ` � SHEET NO. C5.02 �a O � �O a� O (D �U) z QO 0� m o 0 mN a o � 3 z N O x H o 0 o w Y 0 o QY o '3 0-0) a> c > Y U N X O O O O U w i (D N O .N. O W o 0 E a D U @ O � O �0 U O c O O N m U �_ cN MU) N o O U Q O (Un N � _E L i / SCALE - NOR _ W �____ \/ / /I �O �a y ! \ 1 1 1 1 I 1 \ 1 1 I 1 \ OLD_L xNCH_ ----- RG ROAD `f STA1�E ROUTE 63\1 \ --------- \ __ _- \ / I--\ - ----1 \ \ --- fl--------------------\ �` \ ® \ SIGHT DISTANCE RIGHT - 615' SIGHT DISTANCE LEFT - 500' ` \\ \ \ ` \ \ ` _ \ -_ --- ----- \ so - ` _ _ _ __ _ )t - \ h 1 +00� \ \ 11 +5 \ 12+00 - - _ _ +50_ � g— 21 +8_4} -To MOM --mWERow-6 '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_W_i�- ` 14+50 1 �/� 15+50— — s--(s60_�=�om-��-�� _� ��� _ - \ cp OHP��� 80 / �Ob1T � — 4 O pNP ! / - OH 500- / \.. / _ _ / / 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 lol—� 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 612020 �� Olt"vp 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 Ln � Q c Ln O N N M 00 J CL O z O a U Ln w 0 z O w w Q 0 DATE 416120 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 \ \14. CL Vo \\491 \\ \ \\ 1 \\1 'yo\II \ \ \ / \ cP \ 0 490 / I \ I 10+on< HICKORY STREET 4g1 \ \ \ \ \ \ \ \ \ / \ \ --- — S/GHT—W \ — — 1+5 \\\\\ \\\\\\ \ \I \ \ 492 —493 / II J - V00V v O v \ v \__—_ i \ w CL 1 I 1 1 1111 \ \ \ \\\\----'''/�'I 1 II \ \\\�\ I\\\ \ \\ \\ \\ \\ \ Qj� II I / -• 1� sin 1 " \ \ \ \ 1 1 1 I II +i \ ` \ ` \` \ I 'J j ` 1' 1 II I \ � \ \ � � ('\ , � G•C I I / `t' P\� j�(\�O \\\ \` \ \ \\ ,\\ `\ `��/,'� g '1 ' � II I IIII\I \\ � �� �- �\ ,� , I � � �- �,�'•Q '�� c'� `� 11 \\ \\ \` \ \ \\ \ \ I � 'I � ; II i III II ,/ � � � .� /\ , , , \\ \ \ \ � ��• QI, �.J \ GP pIGP \ I\ 11 II I II I II I 11 ,I II I IIII III \ \ �p — � �� \\ \\ \\ \ \ \\ \\ \\ ` \• \\/ / �/ ' oil II \ G P I 10 11 \ \ I\ I 1 I I I1 I \I II I \� Q�\ �O // / / /I / j// \/ zov¢i II I �Gp// I I I I I I I I II II1� UG p/ ' zQ vol SAN _ _ N — / — — I i 11ST ANCE +50 ' 5� • _i '0c \\ V.- `/ 1 \ \\ \ \ \ + II �� I I I �� \I +\I \\ID P. I I \ I 1 \ 1 1 \ \ \ v I AI A 0/ 4 90 \\\�_--- _ I\ g / / I I I I P I I 1 \ i UGTl I I \ \ \ OGT G�' I Il 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 (�9 , OBJECT = 3.5' 485 480 480 EXISTING GRADE 475 \ 475 470 470 465 465 5 0 50 PROFILE SCALE pXT H o �fAr fe 'CLINT W. , 11/)SIUFFLETT: . Lac. N#'J8+, b/ 2020 s w �iP�ll1���4 M >_ 0 N O N = >E w �E uj < LL Q U. o rl wO m,1 d' LI1 L M a J c� o0 N d g. N (� W �O =x LL oQ �r =v�o � Q cLr rn O N M CO J vi M O 2 Z) O H 0 w w U Q z O M O CL O z O H a U Ln w 0 z O w w a 0 DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN �I W V J .j H� I U) _jUJ w ,Z < > o J /1 0� p� w w U co LL.I J Z L 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. C5.04 3 cn w J LL 0 a l0 U_ N (D N U a) w U O 3 s 0 O D7 C) v (M O m 0 Fro cr -_�-o �` / / / �3 / / / / / // �� \ \ . �� \\ • • 4 �4 -4 — ° 15 16 =— \ ° 0 0 ° ° ° ° o O o _ ' dHO� ��o -/' o ° / f t A4`- // _ /- / -__ —� / / // // / / 0,�4. 16415`14 �_� S,------��o --��---° _ ° 0 \�dF(D�� o �6 ° o / S 0 0SGALEAf_ —/�' / /' / - o � �• ° 0 6 0 s j Y _ \ o ° � - /� �� � - - - - -'_ 9 - / \ 'O � / � CUNT o 0 0- a- � T � � / � _ _ _ � � - - - - � FIFLETTt l0 / / / / '40i ' / ' 80 / _ _ Lie.O 6/ 2020� I l l l l l l l l/// / /' /// ��' '-, \\\\ �_ 14. ",®..X. _ - 420--_ _/__/_' _--- ` ` '• y�� r _ 426 I I 430 p - - \ I l I / l l / / / / / / / , / / - 7-430 l I l l / / ' / \ \ \ \ \ \ \�\ _ _ _ \\ - _---- _ 415 /' p _ — — 416417 '20 ' //' ��it�ll►tt4��� 430 I / l l / / / r r / � r r r ' __,� \ _ �,` ' _ ° — - - _ _ --- -- - r ' ----____- '- l l \ -\ ° 430 ' —_ o E r / 435 ��-' _--- _ _---// 440 / r/ / // �,\ \\ \\ 425 / ,-' -- 430 -- -� N /' / / / / / / / 440 - l i // -\ \\ \\ \\\ _ / ' 430 ' r ' - �� _-- -- ----- _- / / - __ -- _ 430 _ > E w I o 445 _ I I I loll/ / -__ LL w0 row �Lu 440 �_j Lu z T -R-0off- ' AQ1` I �I - r / -- \ \\ \\\ \\\\\\ �, C' / \\\ ��\ �F� -�`�I •p� / /' /'' /' _ _ �3} �\ - °\ ��� �O�x � r r-280'. --\ \ GH _ F , / / N`d — /���� / /// �� - F.� RIGHT - 280 1 +50� _�� ��� - - - , �" 445 oJc � w IN, Ln \ \D�`�°� rl l /ll ld , I I /''_ -- \� _ _ \\\\\ \\ \ \ fi' ...I I 1 IID�oI\ \ ( -' �''/�'/ / /�--- __ S/ 1 �\ . / - oNVS -� \ - \ co o_j / _ Lr) ' W \\ \ �� Slams / ��•y c+011 1 \ \\\ \ \ \ \\ f\ / - I � � Oz O 445 I \ \ \ 43g \ \ \ \ 446 \ \ \ / I f II I 6 I 6 ` J / ° e �- \ � Po ti �`�� \ Nq 83 - _ \ \ > \ co _ -: \ w 0U a43g �CALL"1"-40' _ _ �� bah / \ 3g \ \ DDtp I6 \ 5 y o _ - - - - I ` ` 4 7_ DATE ' 4 ` \ \ I i� \ I ► -0' , ; , ; AG!-_ - - ' / ' ' -- - 8ti ' �\ _ 43g / \ 43 I \ \ \ ` _ / / I 9 \ \ \ \ rr\ \� cs. O af 4/6/20 DRAWN BY 441 \ �� \ Q / I' I 11 ��'� �_____-_- -- �'\\ / \ } _ �55 I �M ��� \ p - - C, GA YNER DESIGNED BY ' ' 442 I \ cr ! ' _ \ %G,( /) J ` '' / _ _ p gs! I 4q1 \ \\ �\ \ �\ - �j `� �� � \ \ \I I `� \ • C. SHIFFLETT rr ,443 - - _ - , \ eX ,/�/ e b� \ 441\ \ _ - 442 -' A CHECKED BY \ C` //\\ / /,> / ---- - \ \\ ` \ • C.SHIFFLETT \/ y9' I N I , °' 1 I � \ h J 1 / St � l � - - _ a \ � 44g � • SCALE \00,� \ • AS SHOWN 465 465 460 460 0 ui 460 460 455 455 (D HEIGHT OF OBJECT = 3.5' J J 455 I 455 / 450 HEIGHT OF 450 H� EIGHT OF OBJECT = 3.5' 450 EIGHT OF HEIGHT OF SOR 2/� / 450 445 OBJECT = 3.5' 445 ui OBJECT = 3.5' EYE = 3.5' ui SDL - 3 ' w TO END OFROAD 1 � 445 — — yPROPOSED �/ 445 GRADE 440 � / EIGHT OF SpR - 2� y� EYE 3.5' 440 > W � LL / \ -2g0' S /// / 'I�I W / PROPOSED W m Z GRADE Q 440 \ 440 435 435 LL Q w r D \ / EXISTING EXISTING Z D o 435 \ _ _ _/ GRADE 435 430 GRADE 430 O W U 430 5 430 425 / 425 O i O 425 ° 425 420 420 0 50 50 PROFILE SCALE PROFILE SCALE 420 420 415 415 O V) JOB NO. 9+50 10+00 11+00 15+00 16+00 9+50 10+00 14+00 40919 ROAD 2 T02+00 ROAD 1 SIGHT3DISTANCE PROFILE DISTANCE PROFILE ROAD 3 T0I+00 ROAD 1 SIGHT DISTANCE SHEET NO. 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 a 7 o_ T C a3 0 a) U) 7 (1) a 0 c m s C a3 a3 a a) d 70 CL O Vr z °0 C 2 > a3 E O -0 C C N a5 C 0- o 0 c zN 0 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 .5 -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 /111t 1 1 \ \ \ �\i> \ I / / I \ _////�__��\438�,__ ___C I \ 1 \ \ \ \ \ � / �� I \ ors 1 I 14 _� ' / �� � \ ! I/\SLALE 1 �40 o I 1 I \ \ \\ � \ \\ \ \ \\ � ' _ � 11 I I � I \ \ q� \ 146,0 _ � � V C7 \ ��\ \ �' �� _ I I 1 \ Sig �`i \r\� I b \ \ \ \ Q— / \ I \ \ \ I _ I I I 1 \ 101 I I 1 1 1 0 CIA '� CD It � rw- -455 460 �+ \ 0P `�D` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I O'CO�I �• (, I l �� ��� `22 w / / \ \ \ \ / i / i _-�— I , I / ,� 5 / / � / ' / — <— _ SIGHT DISTANCE L•,. FT - 2 II I / / / / / / / 0� 1 �n , I / l l l l / / l / / l / / / / / / / / ' \ D�`�.—L �h \ �— ^ \°• a \ v _ / If OGY - 436 7 460 ✓ / ° ' �j / / , / ✓ / / / / / i J I I III I I •430 p.° / / / / / / 444, / I \ \ \ \ \ \ \ 1 1 1 1 1 4 \ \ _ ' , _ / / / I L _ _ / C9 45, do \11 mil' bf \' X. O 180' / 4 I I I I I I ' I I\ \ I I I 1 I \\\\ \� \\\\\ \\ \ \\\\\ \ \\ 1 ! r— l/ / '� ----- 46.5 465) 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-�\O\A SpL 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 0000 ,m-,tkUFigfj�r � . OF _0 dr CLINT W. 7 S FFLET # • ,. +�► f Lie. i#DSO .4r � � 16 / 2020 Im M E O N O N � c > E w Q E _+ uj QLL LL 0 LL o w O ro ,1 OY NJ L M Q J U co o-LU J—In N a-6j O N C7W N� �O'x c U j a C 0) rn EN Q) M 00 J z O a V w 0 .C-- 0 w w Q 0 DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN uj V J J F� U) _jUj uj L.L j 0 L.L w J /1 0 W J w V m W Z IL Q > O LU Q S Q W ° V / O O D Ow U) JOB NO. 40919 SHEET NO. C5.06 0 0 U) m L 3 m U) 0 2- C o_ T C f6 0 N (1) a 0 C io t N v m m a `o a� O L 3 C -Do_ �o -0of o C5 CL z �o ca > E O c m mN a0 C U 3 zN O m � a x rU H o 0 w 0 0 a 0 3 a aD m En (Yp U�N N 0 L 2 N N m_ Vl U C O N E : C U N N •O f6 � •U � 0 C w o m U -0 cay U)� U) C oca p O -a Q)'0 w 2 L L r_ _ U_ c 0 V >. a 2 a O 0 N 0 N P2 v c 0 -o r, 0 a 3 Z J d H z W 2 W Q z Q 2 of W Q 7 ry O N co U 0 N 0 99 0 N 0 OfI 0 3 = O 0) O v M 0 U) L \ \ 1T! - \ \ \\ \\ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \\ \\\ \\ \ / // / / /// / ' / / / / / / r / ) \ I I I I I / I / / I / / I / \ \ \ \ \\ \ \ \ \\\\ \\ \ \\\\\\ ` ` \ \-__--,/ / / // ///////// i////�/,'/,/6/r/, // �rll/l/ / I o I l \� I I I I I I I ( 1 I l l / I I 50�' \\ 1 \ \b \\\\\ \\ \ \ \ \ \ �_ \ ! / //// // /// / / \ o \ \ \ \ \ \ \ \ \ \ \ \ \ / / , /// / , ! , / / / ro / / , / // /// / / I \ I I / / / I I I I / 1 I �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / // // /"/ / // /// / / / \ I \ 1 1 I I - 4 � - C _ � ) \ \ ° \\ \\\ \\\\\\ \\ \\ \ \\\\ \\ \ `\ \ \ ` \ - - / / / // /r/////;///,///// //;�'/ ///., // ///`/ / / IOoJ I // / I \ \ 1 \ \ \\\1 I I I I I � I I 1 ----, \I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / , // / / / i i/ / i/ / / i / // ! / / l I / // / o // 1 I \ \ \ \ \ I 1 �\ __ I 1 \ 9 \ 1 \\\ \ \ \ \ " \ \ \ \ \ \ \ \ / , / /i/ i % / / / / //' / � l l \ / l I / I\ \\\ \ \ \ 1 \ 1 I I I I I I I \ _ -�' ,/ I I \ \ \ 1 \ \ \ \ \ \ \\ \ \ \I ` \ \-------' r / /' ///, /// �/ ////// ///////// / \ // / ( / / I I \ \ \ \ \ \ \ 1 I I I - \/I \ \ \ \ \ \ \ \ \ / / /// / / / / / / / I I \ \ / -- -i \\ ` \ o \ \ \\\\ 1 \\\ \\ \ \ \ \ \ \ \ \\ \ // , // / // / // / / I I q ,�// �/ / \ I \ \\ \ \ \\\ \ \ \ I I \ \ 136 --__ -- / \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ -----' // /,/ / / / /,//�/i'//�//l/// / / /�//I 111 r I �// I , \ \\ \\\ \\ \ \ \ \\ \ \ \ \ \ 1 1 /� / - --- `' / \ \ \ \ \ \ \ / /i ,// / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ ` -- / / /' //r // / //// / / ' ((' \ / ° l \/ \ ` \ \\ \ \ \ \ `\ I �/' - - - - �_ -- �J \ \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ �- -- , /// /// ;///, !/�/ ///� b /// / / , II� II / I / I/ \ \\ \ \ \ \ \ \ \ \ 1 138 `- ��c _I � - \ \ \ , \ \ \ \ \ \ \ \ / / / / / // / / % I o / I / I \ \ \ \ \ \ \ \ \ / 0\\\ \\\\\\\\\\\ \ \\\ \\ \ \\ \ �\\ /// l/////// r/ /i//l/�/// 111 III \ I , �O/ / \\\ \\\ \ \ * -_��- \ \ \ \ \ \ \\ \ \ \ \ \ // /� // , / // / /// / / ( I I I / a/ / / \ \ \ o / ��/ -----_ � �-_ /- \ \ \ \ \ \ \ \ -, \ / / // //o I >/ ` \ \o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ _ _ _ - / / / / / // / / // // ' , I /// / / / / ' I I 1 \ \ / // /p / I // \ \ \ \ v I I I ♦ _ _ -\ -� - _ _ - - _ _ _ b \ \ \\ \\\\ \\\\\\\\ \\\ \ \ \l \\ -__ -- ///// //////////,�/ //,/ / III \ / //O// / / / \\ \ 1I1 I I / -L --- _____-- \ d \ \ \ \\ \\ \\\ \ \\ \ \ \ ` \ \ _ , // / //i / // //' / // III ` I / / / O/ �n jr '\/ / _ ` ---� �-_, \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ ----- / /� ///// //, // 9 /// / 11 / °/ / / / h I� a� '� � \ \ \ ° \ \ \ \ \ \ \ \ \ \ \ \` \ \ \ \ \ \ \ \ -�, \ \ \ \ \ - \ \ \ - - - _ _ _ - - -// ; / / , ,,/ �/ / /, // r, //�i ;'/ / '/ �' J I I I _ I I � / / °'/ / / ' / "\ \\ / / �� �/ y -_-� \ 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - � - - / / / / /° / / / I I 1 I I // /� "/ / / / 3� \ / ♦ / - -� / p \ \ \ \ \ \ \ \ \ \ \ - \ \ \ - - - / / / /; / / /, / // d / ' / / / / I / / 1 O/ �c \ I V \ \ \ - / /i / /I�,dr / / / I\ / / / / / / / \ \ \ 1 \ o \ \ \ \ \ \ \ \ \ \ \ \ \ STRt;AIDI 81JFF_ER�" - _ _ _ - - / / / r / / 1 /o t \ I /�40 ♦ _ -�- \ \ o \ \ \ \ \ \ \ \ \ \ \ \= \ \ _ / / / ''i / / // / // /� d,/ // / , / / 111 \ , / r P / % / / I _ \ \ \ \ \ / / r // /i/ J / _ / \� \ -___ \ \ ° \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \�OLZPLAII� - - - _ / / / �/ / ''// '/ i' - i / / l I / /' /' ' //, y 136 \ \ \ \ \I I LI � 44 \ \ o \ \ \ \ \ \ \ GO(\15`E 1%A-TION AREA_ - - - // / / / / / o// / I \ / I .� / I \ ,_� �� )° \�\ \ o\ \\ \\ \\ \ \ \ \ -� -� -� -� �- ''---_'/i///,,, / 44 �/� // // /� , � / / p // /I / /, / At \\ /` \. I - I /k` J ----- / // // / / / - /o / / /, / \ / // // / / / o \ \ \ \ \ \ \ \ _ - - - _ - / / /� /, / / / /� / / \\ \\ \\ \\\ \\ \\ \ T �\ 0 p pl \ \ \ \ \ \ \ \ - - - \ - - - - - - / //i // / / , / //°i / / / - / // / /// / OHP�-o / / // : \� \ \ \ \ \ \ - - - - \ / / 2 3 I /� \ \ \ \ \ \ ` - _ _ _ / / P / /'4till!iiiiiii, _1 \ O \ \ \ - - - / - / / / / / ` \ `��\\ ° \o\\\ \\\\\ \ \ \ \__ - - - -- HP�y it /a7-/o --O� / /�, / p / / / , / D� 136A \ \ \ \ 140 \, ` \� G) \ \ \ \ \ o o \ \ - - - �� / // // / o' / I1�� / / / / / /' / / D� 3 \ \ \ \ \ \ \ \ � \ �� \ \ VV OAK �� \ _ _ - - _ // / _ / O / \ \ \ / -_- _ --; - _ ------ � 1 _-- - - --- _--- � / / �35 _ 4 \ \\ \ \ \ \ �� \ \\� \- \ \ \ \ \ I I \ \\ \ \ - _� - _____=_ == -_- --'= =ter - -- / /' /� =%% , ' �'/'' ' --' Q \ \I \\\ \ ` \ \ `I `,\� l 4- I\ ��\ �-\ \ SYCAMORE \ �\ 1 0 °� � - \ - - Noun - -_ - - -,iiiii _ _ _ - - -/ \ / / /11 I uqp -rah \ �� , \ \ � � \ \ _ _ \ _ 1 1 \ 4000 \ - - _- - - - - - - - - - _ _ - - -0 - - - - - - - - - - - - - - / � / . / / / / / / / / , / O' r . , _ - / - 1 � _\ \ \ \ \ \ \ ` \ \ \ mI T 4-0-0 Q_ 1 �� - --- ------------ao_-\ -- "/11 ' ,/// / ////, /,po6 / 4 / 212 Iir I I 1I--� .�� \ \ \ MALE \ / _ - - - - - - - - - / / 11 / / / - - - - - - l ) _ \ \ \ \ I �\ ° 0 0 - `\ � I - - - - o p °/ ` ^ - - - ' - / / 6 r / / / ' 208 I - 6 1 - r I �- �1_ > i ` - - _ �/ / /1�1 ° p o- " r- - - \ ° o j �_ _�%' /�%/� = ,/ /l / / / /' '� / / / ''/ / 4 / ,l-� -�n -218 - - + �- ,- I j ^ 142 --�1GT � / �lj( I 6 0 0 - / �// / ' / /o / / / /',/ , /' ' / , ' 2'f4 � 230 _ I iT / - I I I 1 /' /' / // ' ' \ / / ! \ ' , ' o ° o 0 0 0 0 o d o 0 0 0 0 0 0 0 0 ° ° ° / / "! ; / /� - - /� / , ' / / / / / / I I / / / 2�8 / / - / / �/� - - - / ; / / I I / \00,/ / / / p / __;�_ I I 11 I r f / , t L \ .,.- --/, - , i / / ^\ /' / 11 1 / - -'-%// /-, / -/ / // / ,� �O I I / / / / / / // , 216 - 228 L/ I / I I,� / , / � , // / /, - -- / \\- ///.., -- -�,/ -/ /// ``!,` moo / # ��� m,00. \ /� // 1 _ - ' f r -/� \\ \\ \I / l // // i -// - / - - / - / /' iy -�-:, / 1 �` I / 204 / / / 220 - - - 38 _ \ \ I� I ' / / �/ /,/' / /I _ -- / / - '� / / / / D� �� / --- v v \ I - -%-/- \� \ l \ ��_%i_ ii� / / , / /• ti. .. / l l / o h - - \ 234\ \ \ �,I UGP�-- - - - / I -- / \ \ \ I -sue - _ - i / / / r / • � uK 2 4 206 / / � \ ` I C -f-- f_ / \\\, _ - _ ill j;� oo / / 41 I / - - _ `--1---- _ 232 \ \ \ \ jl ( W,40VZOI*DRI/-*�����iQ%a������"-I \_-_/I 11 `�__= =_'',/ -, ov ' • ' ' I 02A ( \ \� 404 - 5 234 \ 1 I � I I \ ��-- - \ \ / / --=- -\i -moo°"' / / / 1 \\ _ ��� --__ 220 1 - __ \ \ 1 II I,�-1- I I 1 11 /�' \\ \ /\ (/ I \ ,,- 02 - - It I I --- ' / o �`�--- / \ \ S0 - - ` V, V, 1 I c \ v \ \ \ \ \ \\ \ I /- ' /-/'- - A00o- -/ // // \ 106 \ T� ---_ - -1,\ I \ �lo / / c) 1 \ \- \ \'�I _\ -� i/ / // r---°o0,(R.F ,- - I I,,, I \\ \ \ � \ I'v ,�- -- \\ I / r/ / // // I//- O° _A00-1_-- /-- / �� .\. \� \_ / I II I II 1 I I " \ \ \ `\^-� - -\ v } / -1 \ \ � / / ' ° _ - - - - / ' 6 .�..\ - 4 ` \ / 1 / 23 I I Ic I I I I \ \ \ \ v , - �, / - - \ / / _ // ,� / / I '- / /11 9 , , - / - - o :.120 +�? \ / I 238 ' ,/ / - / - �/ _ r `� J /) \V �/! I/ / = -_ ` i , L / __ - - - -- - - - / - 404A \ / 1 1 � � 222 ' /- �(. 1� I � � � / r ; / , / /\ \ l / �- / / / �/ /' ,!- -_-- - / ''/ / ' ��-/-_-'' -- - /-' 0 \\ I I /' ! / '-� I / / /?j / �1�,( IJJ I // ,' / / UGT/ / // /�/` uGl��\\• / 1 , �° / / - _ - os \ / / // A / �/ -11 / "__,_� I I /' y�",I / / //'///,_- \ I I / / / / / S "-- _ -� / /■ - -�' / /--- J/ / // / / \ \` I / , y, / , / , / / / / / P - - ` ' �►/ / / /A0 / / / r / / / 2- -- I -// // c� �' / / //�/ \ I / / // /' /' O 9 / . / /' /' / - - / /'' /' / / - / -/ - / ' - - ' / /' / / ' / ' / 108 - 302� , 4 6 / / / /' ' ' / / ' / (GJ /' / '' / / _ _ - I I / I - - / /' / // / / / / / / - \ \ \ \ 0 V I I � 1 / I / / p / / / / r / / / / ' / / / ' / / / _ - , - - / y / / / / - / 2401N / / / ' / ' - � n � / // / / / / / / / / � \ \ / 11 / I 1 // // //00 / / / // / / / / /! / / r / / / / / - / / / // /- / / - /' - / - / ` / �/ / / / / I - - . / /// /' / J _ - - h / / / ` i / / / // / // /// ///// / �\ I I I ( / / / /0 / / / / , / , / / / - /': / / / / 24 / , 11 / � -\ , I / /',// / //// / �� \\_ I/I I / /o / / I r / / / 1 / / / / 1 / / / / / / ,// //11 // /// \ I I I / / / / r/ / / , _ \\ I , l / / - // / // �� / // / ///,/ / /,// l ///////- I I I ° // / ' / / / / ' - \ I I ' 1 D A / 224 1 , / / / / / / / - \ . I o 1 / l / l I 110 / / / / / -� - / / / / / ' , / / // // // -\ 1/ I I / I / / / I / / / \ 226 Z I r, / ♦ / / / Gp / / / / / / / / � I II I to / / / / / / / / / / / / / 1 I ' / / ' / /'-�, I / U /' /' /' // // / / /� - I I I I I O I / I l I I ' 1 / / I / , / . / / / / , / \ \ \ / / 1 / 1 , ! / 242 I / „I I / / , / / , , / / / , / / ', y� 1 / / / V I C / - r _ 25 / / / / / / / ' l \ Icy \� \1 � I o I ( I 1 I I / / // / / � I I / / / r/ /%/ // --�,� \ \ I ` l � / / 1/' ' � /' �'�� � I I' / / / / '/ /� , / / i/�//// , / /- \ ( I I 1 I 1 / / / , / 1 / 1 _ - / / // I/ / , , / ////, / ,, // �\ \ I ° ( I 1 I I ( / / / , \ \ \ 1 / / a - O 011, /r // / / , / / / // ///' �, / / 0 ♦ // / / / / //// // \ � ` I \ \ I I I / / / , I / / / , ♦ \ r / 0 ,'1 / / / ♦ % / / / / / / // \ \ \ I o I I I / / / / / / 408 / 1 / �6 / / / / / / / / r'/ / r / I / // / / / / / / / .�'j/// ' / \ \ °\ \ I / / / r/ o l l 1 �.� / / / / / r/ / r// V A I I / 1 / / / / h / / / / / // \ 0 1 / r - I / ! 1 /, / / r / \ \ \ \ \ I I l / \ / // // I 1 / / ///// // /� / / ,/ /\ \ 0 1 / / ! / // \ / / / / / // // /� / / / // // // // \ \ \ / / / / / / / / Ij / / / / / / \ \ \ I / / / / / /� / / / , / / / / , / ! / / 1 z / , / / / /i / / / / 16-\/ \ \ \ \ // / , / / / / / o \ \ \ / / / / / / / / 1 , / / / / / / / I 1 / / / / / � / // / / /'/ / i /r / r /' " , // / - % ' \ 11 \\ \ \ \ \ \ \ / / / / ,/ / - - � / / / / / / / / / / / / / //// / - - / / i sol / / / / I q5 / / / , , / / / / // // / \ it \ \ / / , / / / // 412 / / - /r /�/ / // ////// / / r// i/ - 11 \/ ' ' �' _ / / / / ' / /---- //- \ \ \ \ I / / / / / / I / // // l 1 I / / l � - L 1 / / / / / // // / - i - , / / , / / / / / / - - - �\ 0 \ \ \ \ \ \ IN1 / \ i - / / / / 11 , / ///, 11 / / ,/ // / / / / I I / // / - - -, / „ / - - // / / `\ \ \ \ \ \ \ \ \ 1 I I / / / / / / / 11 / /// /// / ��s O M 1 * I / �\ _ / _- --/-/ /, /', // //,/,,/r ////- --___. \ \ \ I I l I / / l I 1 I I l l l 1 / / // _ p0 O sT / / - ' / � .dj / / / / / / % / //i /// / - r,- - \ 1 1 I I I I r I I / �r I / - i // - - / / , // / ,/ // / / - - - _ _ , \ I / / I fS / / - _ /_ / - _ INLET AREA C INLET AREA C \ 1 c I I I ( _ _ _ - _ _ // r / / / / _ _ _ = _ _ \ I \ I\ \ \ \\ \ l / / 11 II/I I// /r/ // / / // * I 414 \ / - _ . - / - - - - / /, /''/ / i / �/' ' /' /'A i / i//i � -_� - - / / / - / / /' '/ / / / / / / / � / / / //// / / - - �- - \ \ \ \ \ \ / / / // - I I �- \ \ _ / /- _ // - - / / // ///i// / r / / ,--- /-- _ 106 0.06 0.74 208 0.17 0.76 \ 1 1 \ \ / I / _ / / ' _ / /- _ . - / / , , / // _ / / 11 /ll l 11 \ 112 ♦ \ � 118 _-- 0 /'/ / - // "//'i/ri/r!///r/ 108 0.06 0.70 210 0.09 0. _ _ \ \ \ \ \ \ \ _ / / / / / - 46 / , / / / _ - - // , , , , , , /, , / / - __ - - \ \ \ \ \ \\ \ - / /�/ II /// / / // \ I I / y _ _ / /! //// - - /// /////// j//////////r __� 110 0.03 0.75 212 0.04 0.81 \ \ \ \ \\ - /II l l - / ///-, �_-,_��'//// //,/,r/// //,/ �/ - - /- \ _ \ // / I I - 5 / // / / / / // / 112 0.13 0.79 214 0.05 0.75 - - - l / � 1 I _ 5 - � // � / - / -// / / / / / // 114 0.14 0.72 216 0.36 0.70 \ \ \ - ,- -// // / / \ 1 I I ♦ 4 _ - - ,-_ - - - / / / / \ ` \ - - - / - - r / / / I \ S \ \ \ - - _ ' / / i .,I'- �- �� - �� �-%�� � � '' '/- _ - / / / // /, / // / / / / / / ,;,�/ 116 0.16 0.66 218 0.20 0.47 \ \ \ \ \ \ _ -- _- _ _ _�/ / /// / \\ \\\\ \l \ \ gS 114 116 _ / / //- %-���� i // �A/ // // ///j/' ° P \ \ \ \ \ _ - _�� - j % // // \\ \ \ \ \ \ \\ \ \ -- / //''/ /i/--/i- /i'%% � %-=%_ _ -' / /' ////// ///'/ / // / 120 0.23 0.48 220 0.21 0.73 ° \ ` \ - _ _ - _ - _ / / / / / \ \ \ \ \ \ \ \ \ - - - - - ' / / // �/ / / ////- / - //// / / / 132 0.10 0.76 222 0.37 0.59 ` \ O \ 0. o p - _ - �i■ �� - // r / \ \ \ \ \ - - - - �5 / / / / // - - - I // / / / / / / \ \ \ \ -G -0 z 8 O" 9 -0 � 0-0-0_-O_ O__ Cis O \ -// \ \\ \ \ \ \ \ \ \ \ \ \ \ - / , // /// // / // / / / / / i / - - i_ --_�-__ - - - / 11 I / // / // / / / / / 13 0.19 0 0 22 0.21 0 0 \ - � - _ _ - - - ,_ \, _ / \ \ \\ \ \ - _ - / /- / -/ / / r / 'i / / / / o - - / \ \ \ / // // / //�/ / / / / // / / -/ i i/ /� / !,, /// / / l 136 0.21 0.72 226 0.12 0.76 _ ___ _-__ - - _- - _ - - �s �/ - - ' \ \ \ \ \ \ 5 _ _ - _ / / / - _ _ - / / 136A 0.05 0.65 22$ 0.06 0.77 _ �_ ___�ill__-__-=-_-�'" �� \\_-= % __ _ _/ _ _ \\\\\\\\\\\` \ \ \\ 4p - - _-'r/,%//ice/,/�/ '�/%" %' j /, / // I 11 // \ \ _ - --/- _ _ _ �- - _ _ O'er _ - \ _ - \\ \ \ \ \ \ \ \ ` 4 \ \ / / / / // / - / / / / I / / / 13$ 0.17 0.73 230 0.1$ 0.59 -=___ ==_= - �_ - -����_ moo_ _ - \ \\ �\\ ------ ,/ / // // // / _ J I \y\ - \ \\ \ \ \ \ / - ' / //', / �' /i'/' / / /' 'I I I I \ \ �`\ \ \ 140 0.17 0.66 232 0.22 0.79 _ - - -- _ _ I - - _ _ - _ _ - o - - - - - - \\ \ \ \ \ \ \ \ \ � \ - / ' / : - / / '/ /i /// / // //� / / / / / ' - / 1 (� \ \ \ \ \ \ \ \ _e \\ \ - / / / /- / // I \ \� \ / r , / / / / /// / /i �i / /i / / / ( l \ \ \ \ \ - - - -_ / \ \ _ - \ \ \ \\ \ \ \ \ � %� / / r / / / / / / \ 142 2. $7 0.42 234 0. 24 0.39 _ \ _ _ -_ -_--_ __ - --- -_ _ " p ��_ / - \ \ \ _ - - - - - i- / / / / / / - _ \ \ \ _ - _ - - / i- / / / �/ / / / ,/ / I / / / / I \ \ \ \ � \ 0 ` \ \ \ � \\ \\\ \\ \ \ \ \ \ - - \ \ _ _ - _ - 7- - / / /// , / / / 1 - I / / / / / I \ \ \ \ \ \ \ \ \ \ - - - \ \ - - - / / / / / / / / / / _ - - - - \ \ \ \ \ Q 144 0.09 0.74 236 1.22 0.47q. - - __ __ - _ _ _ 0 \ \ \ - _ _ _ / _ _ _ / /! / / I \ \ 146 0.1$ 0.96 238 0.09 0.69 - .\\ '-- --- - ---- \ N - ,/--- \\\ \ \ --_� _ - - "� '% , / r/ ----- \ \\ S \ \ / I / / \ \ \ \ - - = =__ - -- A-\ ` 0 \\ \ \`\ \ \ \ \ _ _ - _ _ i 'i'/ / i i'/,/ / l 1 \ / // / ' I \ - - - '�. I -\\ -� - _ - _ /� _\ - _ O / \ \\\ \\\ \` \ - - - \ \ \ - _ _ _ _ - - / / / / /- -/i / / /ji////, / - j / - I I / / / / / - - - - _ \ _ - \ \ \ \ \ \ _ / / /// / // / / / / / J \ \ \ \ 148 0.11 0.70 240 0.06 0.76 - \ \ \ - / - - - - \ \ \ \ _ _ _ - / / / / - - - - - \\ / \ \ \ \ \ \ // / / - / / // / - - / I / / / / I / - � / / /i /i / / / - / / \ \ 150 0. 75 0.41 242 0. 28 0.74 / / \\ - / \ \ �`\ c _ _ _ \ p \\ \ \\\ \\1 � _ _ - - \ \ \ \ � � - _ - _ _ // / / 152 0.14 0.73 302 0.45 0.81 /_\ === =s��� 11 `=___-�''J\- \ _,� ����o\ - -\ \\\\\\`\\\\\�\\\\ _ _ - \\ -\\� _ ��/,//i �T-\ l -_ _ \ \ / / 154 0.15 0.73 404A 0.15 0.55 \ \ \ \ � � \ . _ / \ - _ - _ / \ \\\\ _ \ �� \ \\ S'/ ��Q O ° \ \\ \\\, \\�- ---\ \\\ \ \\-_- - _ - �j/%/,,, II �\ o 156 0.15 0.73 404 0.60 0.69 \\ -� I - \ \ �\o o o O Q,0 p 0 q0 \\\\\\\\\_ \\\\ �\ --- - -- --11 �''!r �' 158 0.13 0.74 406 0. 21 0.63 - - - \ \ %\ - \ - � � - - 0 \ \ \ \ \ \ - _ _ _ \ \ \ - - _ _ / / / r/ / // - _ _ 160 0.14 0.73 408 0.11 0.58 --- \\\\\ \ = ;�`��-- \�\�\\�- \\�001 \\\`"- _ ��11 \ \\ �\ _ - - //'/'/ �' �l�\ -- 162 0.08 0.74 412 0.14 0.59 \ \ \ _ '� _ -- \ / / �S \ - � , °\ \ - _ _ _ - - - - \ \ - - - - - _ /// /i / _ = )l 164 0.10 0.77 414 0.20 0.73 \\ \�11 �\� _/� `�\��� Via\ \?o\\�___ - - - �� \� �\ \�\ ----_; ��j/ 1�/ / 3 166 0.02 0.77 416 0.07 0.53 \ _- �\\ � , // \ �_���\� \ --------;=� \ �\___ ;- //// PAS EX. SAN.MH z�1-,, , _ \ \ \0 - \ ` \ \ _ - - - / i c 168 0.02 0.78 418 0.09 0.68 -- -f ---- - \ - \ \ o\ ------ \ -_ - _ _ � -\\ -.,, , \ \ \ \ \ ` \ � / / / ,/ / rt� SCALE 1 "=50' � \ (DPATERTI6/fT)- \ � � - '_ _ \ \ '0 � � - _ - - - - �- � \ ,x� \ � \\ - - - - � ' / '/ / / / �-` �l 170 0.16 0.65 118 0.11 0.65 �• ` ` \ \' \ ---- \\� \ \ ---- / ./ '/ �� \ \ TOP = 398.1 \ � \ - \\ \ \ \ \ \ \ _ � , , 172 2.37 0.30 502 3.32 0.38 \ 1'1!P%\ \ LL= 391.8 , 1 �- \� \ °� \ \ \ \ \ \ - - -_ _ / / BUFF \ \\ _ \ \ \ \�\\\ , �,, \\��\\\�\� � - - - ///'/ /' �\ jj� 0 50' 100' 202A 0.07 0.73 506 0.03 0.70 \ ER ` 1 \ l.O. - 391.7 - I \ \ \ \ \ \ \ - 1 \\ \ \ \ \ _ _ - - - - / � / / - i - A v � \ I \ \� V\ A� � "I' - AAA \ �\ V v - - - - - - - ' / ' � � 204 0.13 0.74 508 0.29 0.39 \ v o 0 0 o p o p v A �„ / v�0�-I vv v v _ _ _ _ - - / --- �/ �v 206 0.38 0.69 510 1.10 0.41 \�\ - � \`\ ` o ° 10 0 0 0 ��- / �\ � / \�0`911v, �\\ \\\\\\ = ---- � / /- �i/ KEY PLAN \ /// \ \ \ \ \ \\ \ \ \ / / / / /, / / // " /// / ° / / /-- )) ♦ \ \ \ \ \�\ \\\ \ I l \ \ \ -----' / / '/i/ / // / ///,/ �d/////, /,//l /� / I / / l yl //l l / // / / / , / 1 b \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ / / / /, / // //// // // / / / / / o / , / / / / / / - _ l \ o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /L \ / / /, / / / / / // // /,/ / / // // I / / / / / 0 / / I / / / / - - /, \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ - _ _ _ _ - / / / // / // / / / / / / ,o/ / //, / /// / I / I / / / / \ \0 \ \ \ \ \ \ \ \ \ \ / / / �/ //�// ,/// !/, /// // // // / / / p 10 / I/\ I I I l I mom%,tELTW�(),rr grI C 10 prof fill GLINT W. �: - 7 s F� ET � C, r� 0 Lim Inc. N 54390 4 Ir f � ,I/ 6/ 2020 % ; o &e O N O N c >E LU Q E _ +� H � � � Q w 6 LL Lu O m , q lm� LU L M Q J U co ll�J-in N ��'J(A ON V �iO'x oQ �.,t c U j �_ Q C Ln 41 o) N N M a.,t 00 J ko H O = (D O Of = H 0 w > w = U a z O > cr O z O 0- cii LU 0 z O V) > LU cli Q 0 DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=60' k� ui V Q J J I- I I z �- J z 0- W 2: / I,< a, J 2 p °� a 2 W ::) J m (/) LU a 0� 0 W wza in D 3: 0 W 2 C)� 0� C) V ! 0 0 3: ::) F___ V / JOB NO. 40919 SHEET NO. C6.03 0 -0 N > Ili 0 w IM L N In 0 a a >. - lia 0 -0 In U) = m a 0 C m t N C (6 m to a O m 0 = 3 c -Do_ 50 -o of o O 2 z m0 :2 2 0 C > m o -0 C c a)m In a0 C w w Q) = Z In 0 2 2 a � x �o o w = 0 0 a I. o •3 a >m En (B =N .2 NC O � 2 2N m_ 12 0 E `o = c O N -0 m 0.2� m p U 0 c w o V1 O U -0 ` cay U)c: c O C ca p a o I. w L ..-: � E C C w c m V >. 2 a 0 N 0 N co v C 0 -0 0 a 3 z J F- z w 2 w z Q 2 Ir w Q 2 Of O N CID 0 O a> m 9 Q) /Y 0 3 0 O C9 rn 0 v M 0 U) L I \ \ \ - - - / -� - ----- - -- - ' .1 ' - - - - -1 - - - ' / / / / I / / // / / / ' �- - �'/---------- 1 M a ' / _ / / / / / / / // / / / I I / ��_ / / / / ( 'L ----- -- - - - _ - � 1 / _ ' / - _ -_ - - - - _ - - � �- ' / / I I _ (' / / -/ ' ' / / / / / / / / I I 1---------- \ \ - \- =� 016 � \ �\ - - - _ - _ _ - - - - - - - --------------------- --- - - - s '�=ter= _ \ i ' / ' '�' - \ \ \ \ � / / L - -- /s - / / / / // \ \ - / / /� / I \ )>/ / / / / / / / / I I I 1 0\ \ / / / ���� T \ \ 11 ------------ - \ - - - _ \ \ -I / / / / W `. � � � �� � ��'� i % � � '// ' _� - / , / J / / I I I I I I I I - -- - -I - - �- -I- 1 ----I \ \ \ 1 \ \ \ \\ -- \ \� � -'� �i = =� `-y ' - - --- - - ��� /- - - - - - - ' / _ _ ; , = - _ _ _ - ---------------- \---- -- - ----- - --- -- --C`-------^� - - - - - - -- -- �� - - I - - \ \ \ T - � - - 1 / / rrY - -_ - f I I \ - i \ 1 - - - - -1- -\ - \ \ \ \ \ \ ,�/ i/ `- - I t 1 I I I ` I YO - - _ ' - _ \ _ _ / � / - "' / I / I 1 - - \ - -- 1 1 1 \ \ \ \// // j/�' \- j0-----`-- --- •� -- - - ---___-_- �� 1� / - - -_ -\ i--- / _ / / / / / 1 1 \ I I 1 -- --- -t- \ \ \ ` \ \ \ \ \ _\ \ ----- --\-- \ - - �� -- -_ _48 / / - _ -� - l / - -/ V) / / / I 1 \ \ \ \ -, \ \ \ \ \ \ \ \ ` \ --� \ \ \ ` - \ \ _ t0 \ \ , -/ 1 � / - 1 / / - - � � - _-0- _ / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ -\ - \- -\- - -, \- - ,-\- � - \ � -� \� �� �_ \ � \ - - - \ - � _ i - - 1 - _ CULVERT'Ov / _ ��. /i /�/=__-_____-__-_-_ -_ I l 1 1 \ \ \- \ - �, _ I _ / _--- 1 __ 51Q / / _�_ / ,,/ j-_-___� __ __�# � - /- --� \11 � -�-\- 'r�`\ -'e�1 -- ,\ �-a-\ -`n �> ��%1 - \ _��� / ) ____ __� _48 . /' / J c 1 • - - _ _ _ / / / / / / / - - _ / /' / / ' I I 11 // _ - - T�� fi / / ' - - - _ I / - - \ - / i i / ' - =� 1 � O�iY� `� /�_��� �/ -_ - -- !-, OOtif /TELFY. & NLINES� i��1 / / "`- /''CULVERT'`) _ _ / / / / - / , / I I / - / % / / / _ _ - - I I / / l / / / , - - / - - !4�-� Oi� i 7 �i F -�fA LU 7 /� / i �/ i _ = i �_�yf' �G - / / / O _ _ _ / 510 '• / / / 5 88 3 / l / / / _ - / �- - - - _ _ r� oy / 64 , 9 __- / / / - - / , / / / / / I / / / QHP �- � / - / / - � / 0 6 , / / _f., - / / / / / / / \ - _ _ - - '- - - - / / - - i - _ i _ - - - i - - i - / / / // / / / - - / " - ' �� / _ - - '- - ' / l l / - o -r / - - - / - - - _ / / / - _ � �% / - / / - / / l l f / I - (hHP - - �_ / , / / / - - - - / / - _ _ _ / / / / / - - / pyP- �� _ / 11 / r* I/ Oy / _ / / - I / / / I l -/--r - / -/ / / / / / / / / - � __/ / / / / / / f i / / �L % ) , 2 -�// O ' /_/ � / / - ' - / / / / / I 1 C> , / - - ' -I - ' / / - - _ - _ / I I /I / / / / / / / / / ' / / / / / , ' / / , ' / // / / / , ' - / / / / / / / / ' , i ' - / / / / / /� / 1, 5 0 6 , 5 08 �/ -. / / � / - / / . - / O�H. ECTRIC / / / $ - _ / // I I \ 10 ,I I I -_f - / -- _ ) / l / / / / / / / / / / / // / / // , // / / / / -/ --/ / // / / // / / /-- TELEBTVL�S // / / / , / Oy / / - / // / - , O \ , -,Q h'ELECTRIC / i - �_'� / - �/ // \\��� I �iTILE8N1/IYCS'i / - -__ I / l // /r//// ////'/ / / // / /'// / / / /' /' / / / O / / / C / I / / / / / / / / / / / /11 / 17 - I• 0) - �- / - _ _ - - _ _ l r / / / / / / / -- / / , � / - ' D / O \ ,\ _ -�- / / - - - - ' - - - - - / / /l l I l / / / / / / / / // - / / / // /'/ / / / - / /' /' /' / /' / / / / / , ' / / / / - / / , , I, � �� - '--- I / r ♦ - _ - j / _l l l I / / / / / / / / / / / / - / / / / , / / / / / / / / / / / / / / , �0 17 / --Z- / / ma •- ^mp � '/ M'LE D/STA / 1--17i -�' '_---__ / '450- f l l l l I / / / / //'/ / // /,- // / , / / �- ,// . / // /// , // // / 11 11/ // // / // i, I* �** -11 / --/------ - - /--_---___- / / / / / / - - _ _ _ _ / / I / 1 / / / / / / / / .11 - / I / / / / / / / / / / - / / / ,� / C // / / 11 // / / / ' \ - --Spy T -_ - - - - /'� ---- / // // I I I I I l / // / // / // / / - /' / // / /' /' / /' �'/ -' � /' V / -' -) ,' 11 / / / \ / - _ � , I / d / / / / / / / / / / / / / / / / / ,/ / -' r /r - r \ -- /' _ - -- _ -' -- - - -- ---/ l l I I 1 I l / / / / / / / / / / /' / / / , /' -- / / / / / / /' /' /' /- / / / , / // --' / - // /, l l / / ' / 11 Z // / � 1 � � o - - / / , - - - - - - - - - - - - - - - - - - - - - - - - 1 / I lI I I I I l II l Il /' / ,' / / / / / / l/ /' /' ' / / / / / / // / / / / // / / / / / / ' / � ' / ' / � � / - - / / / / ✓ , / / / / I--- / - / 1 I 01 - /� c5` o / _ - --" / , I I I , / / O / / / / / / / / - / / ' / / / r /r / / 1133�J 3� m I Cn \\� \ s _ / i// _-_'- _- - - ---_-/ � l 1 I I I l I 1 / I � ' I I I / / / / / / / / ,' / / / // r' / / -/' /' �- / Q / / - - \ I I I I / / / / / / / I / / / 7 / / c9 1 , I I \ \ /i I N` - - /-ii�'/i -- _ -_- - __ ----- \ - / / / / I 1 1 1 ' I I I , I , / ( / / p , / , / / / / / I ( / /# I l 2 $luggs,, z I' /U) c3� \ \ \ \ NI \ - '/ i i / - _ - - _ - ' - - _ - - - -' /I I 11 I 11 1 11 1 I I II I I I / I I I I I 1 1 // / / / / / / / / , I \ I I I/ / I 1 113� \ fll / � I NJO / // / - 1 1 I I I I / / I ( J \ Cn N / -i/i/ - - - - -_ - - -_/ I \ \ \1 I I I I / I I I I I I 1 I I / / / 1 / / I 1 Q �\ \ , \ \ \ \ I Ncill 1 \ \ I / \ J cv)\\ -- _ %/i; \ -- --' _-- _ -- --_ _ / 1 \ \ II` I \ \ I \ I , I I I 1 / I I 1 `90 \ \ I \ \ \ \I O \ \ 1 /�! - - - -- -- / \ \ 1 \ \ \ I , l I l I I , `_ _ \ \ \ \\ % \ \ cn N 1 \ \ \ __\ ' \\ � --- _ --- ' - %/jj - - - _ / / \\ \� \ \ \ \\ \ \ \ \ \ \ I I I I 1 , I I , 1 \\ \ "''I \ \ \ 1 I I rn I \ \ \ \ ' ' �/ �� -. - - " - - - - - - - - \ - (/ \ \ \ \ \ \ \\ \ \ \ \ \ I I � 1 1 I , \` - \ \ - \ \\ I 1 \ \ I / ) \11 INSET -,<- - 1 / ' - \ - / \\\ \ \\\\\ \\ \\ \ \ \ \ \ ` I \ 1 1 -\\ \ \ / 1 \ \ \ \ 1_- \J � ��� `�� �,- -\\ \ - - - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ - \ � I I \ \ \ \ \ / / / -___ \\ _ ,\�-\\��\-,Z- 1 /- - - - -- -- ---_ // \1 \ \ \ \ \\\\ \\ \ \ \ \ \ \ \\\ \\ 1 1\ \------__\ \\ -1 I 1 I 11 \I \ \ �� \ \\ \mil / / , ' / / // '- - ' / / I I I I ' / :;- - - ��\-�\- - - --- -- -- \ \ \\\ \\ \\ \ ( I I 170 \ \- \ OV - / / / / / / \ I - -\ - / - / ) 1 1 \ \ \ \ \ \ \ \ o / / / / /I �/ r / / / // le / - - - - - - \ \ \ / I I I / _ \ - \ ,- \-\- - c - - - - - _ - - - - / I I \ \ \ \ \ \ \ \ \ - - \ \ - 1 I I I \ \ o - / / / / /, / / / / �t / / - - - - _ _ - - \ \ \ I r - - - �_ _ \ \ \ - -- \ \ - - - - - _ _ / - \ I \ \ \ _ - / / / \ \ / I I I I I I I , 1 / =`_ - /-I 1 \\\� - 1 1 I \ \ \ \ \ \ \\ \ \\ -_ \\ \ 1 I I / / / / / // , // / / / / / / / _ - - - - _- - - \ \ \ I - - _ _ - - \- \- - - - - - _ \ - - - - - - - \ \ / - I \ / - I I \ - \ / \ \ \ \ I / �l / / / ,r / // , // / / //- - \� \ 1 I I I I 148 I _ _/- I I \ - - \ / / / �/ / / / ///'I / / / /, r i i i / / -445- - - I 1 / _ � - - _ = _ _ / / J /- ,�, \ \ \ - - J �- - / 1 \ \ \ \ \ \ \ , - \ - - - I I I I / / I \ - - / , / / / / / / _ - - - _ I-_--- 1 I / / _ / I _, ^ - - - - - - / / \ \ 1 \ \ \ \ \ - - - - - - \ \\ I / I 172 \ \ / / / / / / / i -- 3fl - \ -� / \ \ \ \ \ - - \ I I / / / \ \ \ �� // / / - - � rk 6 5 -- '-___==____ -i --- - - \ -- 162 - 168 / / / / / '/ // // / / / // -- -- A5 p - - - � I �/ / I \ \ \ \ \ \ \ \ -\ I I I I I / / \ \\ / , / / / / // / // / / / -- - -' - -- --- 148 • - ---___ - ,/ \ \ \ \ \ \ - I / / / / ! / \ \ / I 15 \ \ \ \ 1 \ // \ \ 4g5 \ \ \ l / / / /// / / / // / / 11 450� , ft #a� - 54 /-/ - / �� l \ - \- - - -' \ 144 • -; --- --- 475_ -0- - I __ //// // / // / //// / / / / //'/'/'/, /- - - - - -- �•• • ♦� - _ - I�- / I I \ - _ - //// / , / / / // / / / / / / / / / - I o a* ,-in 150 \---- --- 162 166 � - /////// /// /////// /// / /// / ,- /�- - �� \ \ \ vu�� IV ♦ - � --- o �i ••ego �������Na--= , - \" _ - - s- / / / / / / / / / / / - --�44 ,♦ 152------- _____ - - - - /// / / / // /// / / / / _ -<-, - - 158 4 v� _ - \ • - -/ - • 16 _ // //// � I I/ / I/ ,/ / / / / / / / / / / / / / / , � - - " - - \ \ \ \ \ \ \ \ \ \ � � am ft = A I 154 ♦,� - - , • - - ( 27 1 - 10-8r0�' - - / l l I l I l l l l l / / / l / l / - �\ \ \ \ \ \ \ \ ��������������� m = = rr�mmm- - - 160 M & \ _a ♦� \ / / 11 ' ' I I I I I I l l l l l / / l l / ' r I ♦ , � - \ \ \ \ \ \ \ \ 40� 156 ,♦ ' ' \ - _ - - _ �- - ' _ - - - - I I I I I I I I I I ( I I l l / I , I l ' I I I ; `� _502'- \ \\ \\ \\ \\\\ \ \\ \ \ \ \\ \ \ / / _ J / ,� \ --- /,-- 1I I \ I 1 I I I I 1 I , , I 1 I I ( -.10in - - -- �_ i/ \ \ \ \ \ \ \ - - _ l l - \ \ / I I \ I \ 1 \ \ \ 1 \ 1 ( 1 I I I I / I 1 � � - �_- - l l \ \ \ \ \ \ \ / 1 / / - - - , - - _ _ \ \ \ \ \ \ � - -- _a / \ 1 \ \ \ \ I I I \ \ \ \ \ � \ \ \ \\ 1 \ 1 1 I I , 1 I I I I 1 _ - ` I \ \ \ - _ - _ ' ' / , I \ \ \ - ,( � ` - J " ' - _ - - - - - 1 \ \ \ \ \ \ \ 1 \ I \ 1 , I I I , / - - _ - � - -/ �1 1 "I / \ \ \ \ \ \ \ h I 1 OA,K- ' n / - - , - / /' / /� j ' I ; ,� `v- _ :-I\\ \ \\-_-Jl ",- -� _- \ \\ \ \ \\\ \ \ \\\I \ II 136, / /- ____-- --- /� I I \ \ \ \ I \ I 1 / �1 0 -- / / / 1 I\ \ - - / i� / --- �1 I r1 � 26i /I' I/ �/\ I* ,-I\ _ - ---- - \ \ 1 �/, X. %�� A l / \ \ \ \ \ \ ♦ 138, �� -c-- - \I \ I BEEC , ' / l l r l - - - __ �-- 'I --��P \ \ \ I _ -� _ _ \ / I \ \ 1 I 1 I CULVERT / I / 1 / \ 01111, i -Q- - - \ o /��� � ♦ /`- //," ,� _ ______ - - � - I I 1 h �" I r -- L r II �'0* \� /� 'y _-� \ - - k_---- - - �, r \ \ . \. \ /�� X� I I , \� _ - '\ - - ' - �, / I / \ 1 I I 502 I / - - f I / I \ � S y`�1 / / \ L J j _ L �� - ---- , I /I , Im I , �4 . ii 11 r �' 1 1 1 1 1 ■.** -r\ = `'�711; - - � 111 Pirdill �a I4 LLB!=m= 1 /� -- -__ - / I l I I 11 �_--_ I I ,I `l + \�/ ,-\\ -- --- \ rr// � �. �� _� - - -__ ,� --�� ' I i T I I I II L ,� ^r , `` ! \ ��� -_- ,/� \\\ - 1-/ / �- - �\ L��� II l 1 , - \� �I \ ��_- _ - % I / I / r _ `' �� �I \ - _ 1 ` _- - - - - - - - - - - - - / /I - \ _ _ _ _ _ -y \\ \\ -0 '�� - I^ - - - - II � , ♦ f - - - - \ \ - - ' / / ' 1 II �� / I / I - - - - / / - - - - - - - - - - - - _ - - - /-� A � _ _ _ _ - - - -w �-�����y 7 - off 1 \ I j I r \� ( ' / _ - - - - - �� - - _ l / / - - UGT� I -UGP j - - -UGP = -� - -_ -11GP = - - - - -- - - - y� - - - - - - _ - _ c5l'- . _ � �- L - - \ I LI �\ / _ - - - - - - - r - \- \ \ \ \ 1\ i I \ ' �I / ��� / �- fit' � - /t �-_ _ _ - - ,� = - - - (�P _ - -tJGT= F(Ei�� IV./ U - - _ _ - _ � _�_ - =�� _� � � -y - - \ \ \ \ \ \ \ Q / \ T � I\ ' - / -/ 11 / / / �-�/ / / ' / I - - - _ _ - " ]�f� _ --= n�t3- ---- Hr�r�-_ - - - - _ _ _ _ - \\ \\__\ \ \ I \ I '�X �\� \ '♦♦--------_ I\_/' / x / / / -- l/TTERNUT�AAIE- _\-- - -i- -- - --y-- --L__ - � - - -� __-_ - \\ \ i\ \ ' II, I - I \ ♦ 11 I / /T- / ' � l/ / I ••• // --- --- L1.=4695 - T _ � - \\ \ \N\ \ \,I � 11 � \\ I/O.;,- �♦ l _ '/ � '/I i� / ,- , _to -•�►• � / I �T 7.0.=�6.3- _ -- -� / r \ INLET AREA C INLET AREA C \ \ \ \ \ \ � \\� 140 \ -\ \ L � � � c� \ \ \ W.OAK - - - /� \ \ I - -17 \ \ I I 1 I /� /� _ � \� / I I I / / \ _ / I - _ / Z7 - - _ � - - - 106 0.06 0.74 208 0.17 0.76 \ \ \ \ \ \ \ \ \ \ \ - \ \11 � r \ \ \ / - . / I \ \\\ \\ \ \\\\ \\ \_ � -�� � 7 0\ \-�- \\� `, - �J -\ \ `\\� 1II `/ \� \ \\ I�\ I � * I \ I' �' c � �� I �� I ��uGP 110 0.03 0.75 212 0.04 0.70 81 \ \ \\ \ \ \ \ \ ��-#- S\ \ \ --__ \ �\ A - \ \ \ I I I ` / 110 0.03 0.75 212 0.04 0.81 \ ` ` T 4 \� \\ \ \ \ \I - -\- - -- \ \ \ \\ tY/\� \ \ \ \ lkN \ I �J--- 1 I I I I I ' I I \ \\ //�' 112 0.13 0.79 214 0.05 0.75 \ 1 \\ \ \\ t�\ , I \ r__- I- - -- SYCAMORE \ �\ \ ,� \ \ \ \ ��_/ I I \ \ \ y\ \ I \ \ - -� � %\\ \ \ I \ \ \ \ \ L - � V I - - - / I > \ \ - / .01 114 0.14 Q. 72 216 0.36 0. 70 \ I' \\ �� - - - - \ \ - �-,\_ \\ 1 1\ I /\ \ \ \-1 --__-� \ /- � I � I / \\ / �/ 116 0.16 0.66 218 0.20 0.47 -+ \ - - - \ - - - �� \ \ \ \ /\ - \ \\ \- -- -- - - -/ I I y I / '�`\ \ \ iI j-- V / / - - \\ /� 120 0,23 Q.48 220 0.21 0.73 I I ri I � - - -J\ - \ \ - \ � \ I \ I (�"i \ \ � \ - - - --- �r - U� - / I I � 1 I I \ \ \ 132 0.10 0.76 222 0.37 0.59 O / - ` I T - - - \ \ \ \ 0 AO� \ , I \, 1 / \ / \ \\ � ` -- UG -- - - � - � r � I � - / I \ \I 134 0.19 0.70 224 0.21 0.70 (ir r I \\ \ \ \ C , / \ \\ \ ---1 ---UGP- -- / , /^ I-�\ \�\ ��� I n _ �� / \. 136 0.21 0.72 226 0.12 0.76 I I IL" -\- \ \ ` MAPLE \ ! \ ` I L\ � / \ \\ \ \/ \Q _ _ - / UGL /L�� ,�o.�_ I I I - G I I- '" rJ - I \ ` �� \ / I ` I � �� \ \ �\ _-----G-- ------ __, �/ - - r / o \\2 __, 1 y G \ \ i / \ \ \ \ ` _ - _ - - - _ - / / \ �� 136A OA5 Q.65 228 0.06 0.77 1411 � - / �I i '�rNo 142 �, _ --- ,u�T---'�� -X / l l \ - - - - - - - - - - - / - - - / I - - \ \ 66 '� q - 138 0,17 Q.73 230 0.18 0.59 /� \ 1 \ / - \ \ / \ \ -- / / / // / / \ I /�/ \\1 \ _ _---- - - - - -- -----__/ , / \ \ 10 / ! i- r I G) I I j / / / / / / / \ / 1 / / / I/ � I\ �\ ` , , / - _ / _ - \ ` / ' - - \ T / I \ ��\ \ 140 0.17 0.66 232 0.22 0.79 I I I A / / 1` ' I 1 - / I / / ` ��1 �/ � / A / - , - - - - - v _ _ - - ' ' v \ 142 2.87 0.42 234 0.24 0.39 / ., / I� I /� / / � .- / /I , / v �G _ _ , - (5 �-3�I �� - _ _ _ -_ - _ �/ � 1 144 0.09 0.74 236 1.22 0.47 / / - T / / k / �i y - - - - - " v v - --.r �V 1 _ 1. - - / - ' - / / / - ' / / / l / \ I - ' / ' _ - ` \ _ I / v - �%� 146 0,18 Q.96 238 0.09 0.69 -� 1 y �/ -y '_ - --- - ---- ) -\ / L / I I \�/ / / / / / ' 1 / 1 ' � / �/ / ` ` _ / / _ \ - ^ \ _ / / I �` Y \ - 148 0,11 0.70 240 0.06 0.76 • •o � '� c \ / / / f / /�-/ / / / ' / / /1 - � y / ' / _ \ \ \ _ - ' / �` 150 0.75 0.41 242 0.28 0.74 \ \ G /� \ \ - - - \ \ \ \- - \,- - \\ I I ' / / / ' �- / / / 1 I / - �%� ' _ o / - - - - _ / _ - A \�- vvv 152 0,14 0.73 302 0.45 0.81 - _ - \ \ I // ' / - -� /\� `` / ' / ' - \ \ \ / - ' _ - ',. s� 154 0.15 0.73 404A 0.15 0.55 - v - _ / 234\ - - 6, \ -1 � +� I c ♦I - UGP -- � -- �i`� \ \- �` �; \ - ---� \ \ \ \\ \- -\ -' _ -�� / � o 156 0.15 0.73 404 0.60 0.69 � \ "I \ \ I / I � k#D*l M ,__ _ __ \ - fi. �� it � a \ \ � ` \ / ' / - / - ' \ � \ \ \ - - - ' - - -- _ - G '�/ Q\\ \\ s \ ' � � 158 0.13 0. 74 406 0. 21 0.63 \ 1 1 I l 1 �- � - - - - O - - - \ \ \ I - - - '- __ _ � __ _ .te a' ♦ 160 0.14 0. 73 408 0.11 0.58 2341 1 # I I \ 1� \ // \ , ^ \ \- \ \ '--P(\ -/ /' '-' ----\\ \ \ \ \ \\ \ / -- -'�/ / 1 -- -\ '`� -O/ \� 162 0.08 0.74 412 0.14 0.59 1 1 -1 I 1 I /\ \ \ l \� �' I ` \\ \ _ - y / / /,/ -- \ \ \ \ \ \ \ / / / -/� �'-'/---_'-Z--- _ -- �� * ti i 1 I I I - \ \ \ , - ♦ \ C �' ` \ \ \ _ - - / % / ' / - - -� \ \ \ \ i \ _ _ , ' ' / ' / / '- ' % ' / - '- _"- - - - _ _� = - - ,,,l \ _1_64_ 0.1_0_ 0.77 414 0.20 0.73 10 I I 1 I c \V \ \ \ \ \ \ \--� r I:vr \ \ �\ -_�, �\ \ - - -- / - �--" j-'_-- \ \� \ \ \ �N / %% - ',',' / - r /l// 166 0.02 - 0.77 416 0.07 0.53 / \� / / -1 --i /�, \ j \ \ \ N- --!� \ A \-11, " -/ - - - - \\ 168 0, 02 Q. 78 418 0.09 0.68 - - - / / // / / / - - - / / i -7 / I III I 11 1 \ \ �� - - - -- v / / // ��---_ \ \ 1 \ a' \\1) //- �- �,//////// - c Y Tom\ 170 0.16 0.65 118 0.11 0.65 23 I I I II Ic l 1 I I \ \ \ \ �� _ / _ �� �_�> _ _ ' ; % - / / // / / \ \ \ \ 1 \ I \ ) l l \ L ) 1 \ \ , -- / // '// - / /� ' / / / �' //// I / ' \ 172 2.37 Q.3Q 5Q2 3.32 0.38 - - _ / / / / / \ \ \ \ \ II/ ' - - / / // / ' - - /� /, / ' /�/ \ 2o2A o,07 0.73 sob 0.03 0.70 / / / '/ / I / / / //// / I 1 II I ` / b / / / / / / \ - / \ ,- / / .11 / / 111 I'�I 11 �\ I I//'-- - - - \\\\ \�\ \\�,�_ / / ,//-// /// / �/ P-►I 1 \ ` \ \ \ _ _ _ _ _ _ / - _ - / / / / / \ N 204 0.13 Q.74 508 0.29 0.39 / / - / `� J I L,J- / / - _ - - - U_ _ _ _ - - - - - / -' - / / // /"/ \ \ \ \ \\ - - - - - - / / /- / / - - - -, �'// j / / / '/,� I Z _ - / \ \ \ _ // / / - / / 1 �/ 11 �- � / / / / / - \ \ - - - - / -/ / /j / \ \ \ - - � - / / j / /, , - ' / l / / /4 / / / 206 0.38 Q.69 510 1.10 0.41 / /� /A I \ / / / -* - _ - - _ _ / / \ \ \ \ \ \ \ - - / t / -- / / / - / _ / / r / will ! / _ - c / / �b ,� / / - _ _ - - - _ _ / / \ _ _ _ _ / / / / / / / / / / / , \ 236 % I , I / / r 0� / / / / / / / / / / - \ - \ \\ ` -_ - - _ - i -/i - \ \ \ \ \ _ - � - _ ' '/ / i '/ - - / - %/'// / // / / 1 - - ' -- J _ - / / //// - - \ _ _ _- - _- ��/, � 1 I I \ \___-__ 1 _- --/-- - // -�-// j� //,/ / /// -_�� // ,- -- ///////l//\-�-�-- - - '__-'ii'/� '' III \ \\ �� --� N - //'/ /-'��--i ////////// / / � / / / / - \ - - - _ _ - - _ _ - _ _ - - / /� , - \ \ \ \ _ _ _ ` - - _ -/ - - -/ - - �,, /- i ' / "/ / / / / \ - - C/ / ' ' / h - / / - - , I / l l I l ' / ' l l / - - \ - - - "- - - ' _ _ - - - - ' _ - -/� / -/ _ 1 \ \ \ \ \ \\ -_ _ - - - - \ ` � -- / '/: - / / / / / // / // / / )� / ' 1 I \ / / / l //l//1/l// \� - - _- ._' - - -- � /, /j // I\\\\ -\\_----_\ _____ 'i -_ /� //' // '/'' � / $) I'l /I o-11/ / I / / / / / / ' \ \ \ _ _ - - /' // / i /i / / / / // rt SCALE 1"=50' / / / - E-- / ' / / / , / / / / / - - - - _ � - ' - - - - / '� \ \ - - - - - - - - - - - - - - - - - - _ - \ ' ' ' ' / , \. i. - f / -i , I / / / / Of l - _ / -, - - - - / / / / / / / /-I� I l I j / UG/ ' ' / / / /' / , / / // / //// / / / '/ \ \���--�- �'�' - _ - - -- // /' / \ \ \ \ - �i�-��\ \ / -_- - 1 \ \ '/ _ � i- �/// i i �� -i i %i i // / / / / `'' l / / ` �� \� Q 5Q' 1QQ' ,1 25 / / / / // /" / / // //l l �� _' '' - - - --// / ----- '/ �? _ - f / -///- / / Y/,-,�\\ I / / / - / l � - - / \ / I \ / / / - , - / / i , / // / / �� �:� I / / / '// ' /////// _ _ /- /// - __- // Il/-- j�L / /', '// ///-'//// / / -1 --- Ol l ' / / //// /,' z' / / /�, // - - ------ /�� - _ ////l //;� -,j, i ///, /// / ///-'„, // c'' I KEY PLAN i / / / / // /i - ��/ //i i // / / / // / / �/ �"�*��°�P'LTW�0 ,00 r` 0, prof �4, GLINT SO. � S F� ET �# ' �-,- . O eNc. 'rG � 1612020 s�0Poo 10-N ilia V, " M E 0 M O - c > E w °' E _+ ~ U � � Q W � � 0 U. -!:� L W O ro ,1 i Lu L M Q J U co MJ-in Ill��'JW pN Z H - �X QO � CZ w o Q S v C U j Lin 1-- a C Ln 41 rn N N M 0_ .,t 00 J ko H V) O = (D O = 0 Ill > Lu = V Q z O �'. cr O O 1- d cil Lu 0 z O Ln > Lu cli Q 0 DATE 4/6/20 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=60' IIIIIIIIIIIIIIIIIIIIF l� ui V Q J J 1--4 1 z I.- J z 0- W z < / In< a, J 2 0 <2 a w � J m (/) Lu Q 0� > 0 W wza in D 3: O W 2 C)� 0� C) ~- V J 0 0 3: ::) V / z JOB NO. 40919 SHEET NO. C6.04 0 C -0 a; In C a) 0 m _ m 0 a a T C m 0 U) w a 0 C m = fN -0 C m v- m a CID 3 C � a mo -0of o CD 2 z mO :2 2 O C m o -O C C m M N a0 ww (7 = zN O m 2 a � x �-, m o w = 0 0 a o •3 a CID m En B 0 N 0 C N O _.. m 0 m C 12 0 E `o 0 C U m -00 m 2� mz U = o c w o (f) m 5 -0` C 0 m C U) C OO m a o .w L ..-: � E ROUTE PROJECT SouthwoodVillagel DESIGNER: CG CHECKED: DATE 4/2/2020 UNITS :NGLISH ROUTE PROJECT SouthwoodVillagel DESIGNER.- CG DATE 4/2/2020 CHECKED UNITS :NGLISH INIH'1' Sag Inlets Only N? C, 0.044 4 1 0.176 1 0 1 0. 176 10.0250 10.0208 1.270 1 2.000 1 1.5748 0.0833 14.00481 1.000 3.50 0.1458 10.1666 1 3.483 1 6.000 1.723 1.000 1 0.176 1 0.000 1.269 ]AR DI-2B 1 G 1 1 0.044 1 0.90 1 0.0396 0.022 1 4 0.088 1 0 1 0.088 0.0496 1 0.0208 1 0.862 2.000 2.32019 0.0833 4.00481 1.000 3.50 1 0.1458 1 0.1666 3.197 1 2.000 1 1.877 1..000 1 0.088 1 0.000 0.861 112 D1-3B 6.000 0.103 0.90 0.0927 O'RIC3-IT 0.022 0.25 0.0055 0.098 4 0.392 0 0392 0.0496 0.0208 1.508 2.000 1.3262G 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.988 6.000 1.002 1.000 0.392 0.000 1.507 0.1458 0.063 0.90 1 0.0567 0.052 0.25 1 0.013 0.1458 0.132 0.90 10.1188 0.060 0.25 1 0.015 0.150 1 0.90 1 0.135 136A Dl-2B 1 8 1 0,029 1 0.9() 0.0261 O'RIGHT 0.019 0.25 0.00475 0.031 4 O. 124 0 0.124 0.0100 0.0208 1.322 2.000 1.51286 0.0833 4.00481 1.000 3.50 0.1458 0.1666 2.284 6.000 3.503 1.000 0.124 0.000 1.322 138 DI-313 6.000 0.123 0.90 0.1107 O'RI(HT 0.045 0.25 0,01125 0.122 4 0.488 0 0.488 0.0289 0.0208 1.811 2.000 1.10436 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.583 6.000 1.075 1.000 0.488 0.000 1.810 140 DI.2B 6 0.104 0.90 0.0936 WRIGHT 0.062 0.25 0.0155 0.109 4 0.436 0 0.436 0.0289 0.0208 1.736 2.000 1.15207 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.325 2.000 1.127 1.000 0.436 0.000 1.735 142 DI-1 2.000 0.885 0.90 0.7965 Back/Lt. 0.000RICTfI 0.189 0.35 0.06615 Back/Lt. 1.796 0.20 0.3592 Back'Lt. 1.222 4 4.888 0 0.0500 0.1800 2.392 2.000 0,83612 0.1800 1 2.00 Back/Lt. 0 4 0 0 Ahcad'Rt. 4.888 0.0500 2.000 2 4.888 S.1132 1.440 1 1 2032 2.330 Weir Flow 144 IDL211 1 6 1 0.068 1 0.90 0.0612 0.000'RI(3f 0.022 0.35 0.0077 0,069 4 0.276 0 0.276 0.0289 0.0208 1.463 2.000 136705 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.394 2.000 1.365 1.000 0.276 0.000 1.462 146 DI-313 6.000 0.177 0.90 0.1593 0.000'RI(HI 0.043 0.25 0.01075 0.17 1 4 0.68 1 0 1 0.680 0.0289 1 0.0208 1 2.201 2.000 10.908681 0.083 14.004811 1.000 3.50 10.1458 10.1666 6.418 6.000 0.935 0.993 0.675 0.005 2.049 148 DI-313 6.000 0.076 0.90 0.0684 O'RI(Iff 0.033 0.25 0.00825 0.077 4 0308 0 0.308 0,0289 0.0208 1.524 2.000 131234 0.08,,33 400481 1.000 3.50 0.1458 0.1666 4.602 6.000 1.304 1.000 0.308 0,000 1.523 150 DI-1 2.000 0.213 0.90 0.1917 0.000'RI(313' 0.180 0.25 0.045 0.355 0.20 0.071. 0.308 4 1.232 0 1.232 0.1400 0.0208 1.906 2.000 1.04932 0.0833 4.00481 1.000 3.50 0.1458 0.1666 13.223 2.000 0.151 0.996 1.227 0.005 1.905 152 DI-313 6.000 0.104 0.90 0,0936 URIC;EIT 0.037 0.25 0.00925 0.103 4 0.412 0 0.412 0.0289 0.0208 1.699 2.000 1.17716 0.0833 4,00481 1.000 3.50 0.1458 0.1666 5.200 6.000 1.154 1.000 0.412 0.000 1.699 154 DI-2B 6 0.112 0.90 0.1008 O'RI(lf'F 0.039 0.25 0.00975 0.111 4 0.444 0 0.444 0.0500 0.0208 1.577 2.000 1.26823 0.0833 4.00481 1.000 3.50 0.1458 0.1666 6.325 2.000 0.949 0.995 0.442 0.002 1.577 156 DI.3B 6.000 0.114 0.90 0.1026 0.000'RIOrl 0.040 0.25 0.01 0.113 4 0.452 0 0.452 0.0500 0.0208 1.588 2.000 1.25945 0.0833 4.00481 1.000 3.50 0.1458 0.1666 6.372 6.000 0.942 0.994 0.419 0.003 1.587 158 DI-213 6 0.097 0.90 0.0873 0'RM 1' 0.031 0.25 0.00775 0.095 4 0.38 0 0.380 0.0500 0.0208 1.488 2.000 1.34409 0.0838 4.00481 1.000 3.50 0.1458 0.1666 5.924 1000 1.013 1.000 0.380 0.000 1.487 160 DI-313 6.000 0.101 0.90 0.0909 0.00WRIGHI 0.035 025 0.00875 0.1 i 4 i 11 0 0.400 1 0.0500 1 0.0208 1 1.517 1 2.000 1 1.31839 00833 14,004811 1.000 1 3.50 1 0.1458 1 01666 1 6.053 1 6.000 1 0.991 1 1.000 1 0.400 1 0.000 1 1.516 162 DI-3B 1 6.000 0.060 1 0.90 0.054 0.000'RI(14I 0.020 0.25 0.005 0.059 4 0.236 0 0.236 0.0400 0.0200 L298 2.000 1.54081 0.0833 4.165 1.000 352 0.1466 0.1666 4.536 6.000 1.323 1.000 O.r6 0.000 1.297 164 DI-313 6.000 0.076 0.90 0.0684 0A00'RI(Ri 0.019 0.25 10.00475 0.073 4 0.292 0 0.292 0.0390 0.0200 1.412 2.000 1.41643 0.0833 4.165 1.000 3.52 0.1466 0.1666 4.923 6.000 1.219 1000 0.292 0.000 1.412 166 DI-3B 6.000 0.016 0.90 0.0144 0.000'RI(1717 0.004 0.25 0.001 0.015 4 0.06 0 0.060 0.0200 0.0200 0.885 2000 225989 0.0833 4.165 1.000 3.52 0.1466 0.1666 2.073 6.000 2.894 1.000 0.060 0.000 0.884 168 01-311 6.000 0.014 090 0.0126 0.000'RIC4H 0.003 0.25 0.00075 0.013 4 0.052 0 0.052 0.0131 0.0200 0.908 2.000 2.20264 0.0833 4.165 1.000 3.52. 0.1466 0.1666 1.719 6.000 3.490 1.000 0.052 0.000 0.907 170 DF3B 6.000 0.102 0.90 0.0918 0.000'kl(ETI 0.062 0.25 0.0155 0.107 4 0.428 0 0.428 0.0131 0.0200 1.999 2.000 1.0005 0.0833 4.165 1.000 3.52 0.1466 0.1666 4.167 6.000 1.440 1..000 0.428 0.000 1998 172 DI-313 6.000 0.171 0.90 0.1539 URIG-1T 2.180 0.25 0.545 0.020 0.20 0.004 0.703 4 2.912 0 2.812 0.0131 0.0200 8.673 2.000 0.2306 0.0833 4.165 0.649 352 0. 4466 0.1152 11.468 6.000 0.523 0.736 2.071 0.741 3.601 202A DI-2B 8 0.052 0.90 0.0468 0.000'RICNI O.OES U.25 0.0045 0.051 4 0.204 0. 1 0.204 10.0100 0.0208 i 1.593 1 2.000 1.25549 0.0833 4.00411 1.000 1 3.50 10.1458 1 0.1666 1 2.815 1 6.000 1 2.842 1 1.000 1 0.204 0.000 1.593 6 0.100 0.90 1 0.09 O'RIGUI 0.033 0.25 O.00 25 0.098 4 0.392 0 0.392 0.0250 0.0208 1.714 2.000 1.16686 0.0833 4.00481 1.000 3.50 0.1458 0.1666 4.875 2000 1.231 1.000 0.392 0.000 1.713 6.000 0.258 0.% 0.2122 O'RIC-IIT 0.119 0.25 10.02975 0.262 4 1.048 0 1.048 0.0250 0.0208 3793 2.000 0.52729 0.0833 4.00481 0.958 3.50 0.1458 0.1606 7.534 6.000 0.796 0.943 0988 0.060 2.447 6 0.133 0.90 0.11W O'RIC;€iT 0037 025 0.00925 0.129 4 0.516 0 0516 0.0250 0.0208 1.900 2.000 1.05261 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.472 2.000 1.096 1.000 0.516 0.000 1.899 > 8.0 it IlVLET W - ?7 ti�` w tt1�G f5 ?ws h S r ya x� a Vs �i Sag Inlets Only m _,U 7�- - ♦ F c -' `czd. A 4'1 210 DI-313 6.000 0.059 0.90 0.0531 O'RIGHT 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 O.W0 1.387 212 DI-3B 6.000 0.037 0.90 0.0333 0.000'RICa 11 0.006 0.25 0.0015 0.035 4 0.14 0 0.140 0.0289 0.0208 1.134 2.000 1.76367 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3_304 6.000 1.816 LOW 0.140 0.000 1.134 214 DF2A ., 0.042 0.90 0.0378 0.000'RI(Irl 0013 0.25 0.00325 0.041 4 0.164 0 0.164 0.0200 0.0208 1.289 2.000 1.55159 0.0833 4.00481 1.000 3.50 0.1458 0.1666 3.162 2.000 0.633 0.835 0.137 0.027 1.289 216 DI-313 6.000 0.238 0.90 0.2142 O'RIC+IT 0.126 0.25 0.0315 0.053 0.20 0.0106 0.256 4 1.024 0 1..024 0.0-100 0.0208 1 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(3111 0.083 0.25 0.02075 0.042 020 0-0084 0.093 4 0.372 0 0.372 0.0700 0.0208 1.386 2.000 1.443 0.0833 4.00481 1000 3.50 01458 0.1666 6.495 1.000 0.154 1.000 0.372 0.000 1.385 0 DI-3B 6.000 0.157 0.% 014E O'RIGHT 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 0.998 350 0.1458 0.1664 5.533 6.000 1.084 1.000 0.620 0.000 2120 222 DI-213 6 0.196 0.W 0.1764 O'RICTIf 0.177 0.25 0.04425 0.221 4 0.884 0 0.884 0.0300 0.0208 2.960 2.000 0.67568 0.0833 4.00481 0.990 3.50 0.1458 0.1651 7.285 2.000 0.824 0.956 0.845 0.039 2.23) 2214 DI-2B 6 0.142 0.90 0.1278 O'RIGTIT 0. 664 T1 0.016 0.144 4 0.576 0 0.576 0.0399 0.0208 1.822 2.000 L09769 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 0.000'RI(31T 0.025 0.25 0.00625 0.089 4 0356 0 0.356 0.0389 0.0208 1.522 2.000 1.11406 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.346 6.000 1.122 1.000 0.356 0.000 1.521 228 Dl-3B 1 4.000 0.047 090 0.0423 O'RI(;FII' 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 0.1666 2.671 4.000 1.498 1.000 0.180 0.000 1.520 230 DI-3B 6.000 0.096 0.90 0.0864 O'RIGH'I 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. 2.000 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-313 6.000 0.180 0.90 0.162 0'RI( 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 3.50 0.1458 0.1598 4.798 6.000 1251 1.000 0.694 0.000 2.472 234 DI-1 2000 0.211 0.90 0.1k99 _ ..... B-1,41. _ ... 0.000'RICarl 0.051. 0.25 0.01275 -- .. Back/Lt. 0.016 0.20 0.0032 Back/Lt. 0.206 4 0.824 0 Back-Lt. 0 4 0 0 Ahead/Rt. 0.824 0.0100 2.000 2 0.824 2.368 1 > 8.0 It 236 DI -I 2-000 0.461 090 0.4149 Back/Lt. 0.0001WITI 0.035 0.25 0.00875 Back/Lt. 0.724 0.20 0.1448 Back/LL 0.568 4 2.272 0 Back/LL 0 4 0 0 Ahead/Rt. 2.272 0.001 2.000 2 2.272 4.657 'I > 8.0 it 238 DI-1 1.000 0.063 0.90 0.0567 Back/Lt. 0.000'RICHI 0.030 0.25 0.0075 Ba°WLt. 0.064 4 0.256 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.256 0.001 1.000 1 0.256 1.693 T>8.011 240 DI-1 L000 0.049 0.% 0.0441 Baok/Lt. 0.000'RIC;<-1': 0.014 0.35 0.0049 BackiLt. 0.049 4 0.196 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.196 0.001 1.000 1 0.196 1.417 T > 8.0 R 242 DI3B 6.000 0.211 0.90 0.1899 0'RIGHI 0.051 0.25 0.01275 0.016 0.20 00032 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.L'.4 1.000 0.824 0.000 2.624 302 DISC 6.000 0.382 0.90 0.3438 13-1,dLt. 0.000'RICE11 0.063 0.25 0.01575 Back/Lt. 0.36 4 1.44 0 0.0200 0.0208 5.209 2.000 038395 0.0833 4.00481 3.50 Back/IA. 0 4 0 0 Ahead/Rt. 1.440 0.0200 6 1.440 1.943 0.166 0333 0.498498 3.943 7.782 WeirFlow 404 DI-1 2000 0.406 0.90 0.3654 Back/Lt. 0.000'RI(31 11 0.196 0.25 0.049 Back/Lt. 0.414 4 1.656 0 Back/Lt. 0 4 0 0 Ahead/Rt. 1.656 0.001 2.000 2 1.656 3.772 1 > 8.011 404A DI-1 2.000 0.070 0.9(1 0.063 Back/lA. 0.000'RIGH 0.079 0.25 0.01975 Back/Lt. 0.083 4 0.332 0 BacldLL 0 4 0 0 Ahead/Rt. 0.332 0.0100 2.000 2 0.332 1.292 I> 8.0 R 406 DI-1. 2.000 0.122 0.90 0.1098 Ba°k/lA 0.000'RI(Hi 0.089 0.25 0.02225 Back/11. 0.132 4 0.528 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.528 0.001 2.000 2 0.528 1.760 T>8.0fr 408 DI-1 2-000 0.054 0.90 0.0486 0.006'RIGFI 0.053 0.25 0.01325 1� 01 C2 4 0. 48 2 0 0°4 .� 8 00500 0.0 0k 2 6 12 8 01 2.0 ( 7 29 1.5 7.. o.0k33 01 8 4. (4 1 001 1 ( 3 0 ..5 0.14 8 L 5 �66 O.1C 4.952 2 .000 0.404 1_( w0 0 48 .2 ( ).(w(1 .° 8 l.b 412 DI-1 2000 0.073 0.90 0.0657 Back)Lt. 0.000RI(l 0.068 0.25 0.017 BackIA 0.083 4 0.332 0 0.001 0.0208 5.313 2.000 0.37644 0.0833 4.00481 3.50 Ba°k/Lt. 0 4 0 0 Ahead/Rt. 0.332 0.001 2.000 0.332 0.946 0.166 4.945 3.789 W cw Flow 414 Df-,B 6.000 0.151 0.90 0.1359 O'RI(IIT 0.054 0.25 0.0135 0.149 4 0.596 0 0.596 0.WO 0.0208 1.836 2.000 1.08932 0.0833 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-313 6.000 0.031 0.90 0.0279 OR1GHT 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-313 6.000 0.063 0.90 0.0567 O'RIMT 0.016 0.25 0.004 0.015 0.20 0.003 0.064 4 0.256 0 0.256 0.0496 0.0208 1.285 2.000 1.55642. 0.0833 4.00481 1.000 3.50 0.1458 0.1666 5.007 6.000 1.198 1.000 0.256 0.WO 1.285 420 DI-3B 6.000 0.066 0.90 0.0594 MR! 0.041 0.25 0.01025 0.07 4 0.28 0 0280 0.0400 0.0208 1.384 2.000 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 0024 0.90 0.0216 ORKTIf 0.010 0.25 0.0025 - 0.024 4 0.096 0 0.096 0.0131 0.0200 1.142 2.000 1.75131 0.0�3 4.165 1.000 3.52 0.1466 0.1666 2.224 6.000 2.698 1.000 0.096 0.000 1.142 508 DI-3C 6.000 0.060 0.90 0.054 Back/Lt. 0.000'RIC311 0.230 0.25 0.0575 Back/Lt. 0.112 4 0.448 0 Backill. 0.320 0.61 0.1952 AheaNRL 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 WeirFlow Oi ' CLINTjr ', I�ET } + Lac. N . 54380 k �/ b/ 2020 OVAL s M E O O U N N O Q O E 4] E W = a+ W U � � Q LL o LL W O L ¢JU000 z �J-Iri W I„ t O aiAON f 11J T a~ x 0j W W U) x O N z O HUaLn !_ Ln V) O� 1 N W M CL � tb J (A IJ7 O O tY M W > W W_ � = Q U 0 Q z O cn DATE 4/6/20 O } DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A JOB NO. 40919 SHEET NO. C6.05 3 c L LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 1® PROJECT: LOCATION: COUNTY: Southwood Charlottesville Redevelopment -Village I LENGTH SLOPE SIZE SHAPE Number Capacity Friction, Designed Checked by CG by: UNITS ENGLISH NORMAL FLOW LD-347 HYDRAULIC INCIDENCE GRADE LINE PROBABILITY ANALYSIS 10 Year PROJECT: Southwood Redevelopment - Village 1 DESIGNED Checked:` BY: CG CL;N ; =•' � � �-"�� 4. Lie. It . s tfAri s . +�� s438o DRAIN. RUNOFF CA RAIN RUNOFF INtiERT ELEVATION 00 M E O Q U N N � > E w °� W U � � Q LL o � w L w O Q J U 0Mo J - Iri LU I„I a U) r J (j W N 0 U)X ofW QjLL oar" _ N HUa� c Ln rn �uf N >� M a GO J H z O f CL � U W o z O W vi O C7 O H 0 w > w = Q z w H Q 0 O cn DATE O } 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT • • ® CHECKED BY • • ! C. SHIFFLETT SCALE N/A W LD-347 PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG IL V HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year Checked: J 0 z z O LD-347 HYDRAULIC GRADE LINE ANALYSIS PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG L7 CW G W J O < � J `1 U ,J INCIDENCE PROBABILITY 10 Year Checked: LU m LU u O LLJ QU W v UJ z `45 0 O O O V JOB NO. 40919 SHEET NO. C6.06 PIPE FROM POINT TO POINT AREA COEFF. FLOW TIME INCRE- ACCUM INLET OR JUNCTION STA. INVERT 0.. OUTFLOW PIKE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV_ piA. PIPE On {InlmmJ pESIGN d9Sp1. Qo {CFSlG475J LENGTH PIPE Lo (PRIM) FRICTION SLOPE, Sro {FTIFI} {M74A} FFilCl10N LOSS Fif (Fifhril JLNCTION LOSS SURFACE FLOW Adj. H 1.8 Ht {FtITw1) Inlet Shaping? YIN 0.5 Ff! {PUM} FINAL H {FVIuF} Inlet Water Surface 6evatfon Top of h7H Top of hlet Bev. APPROX. Adjustment? Vo Contr. Ho {FVARJ WI VPZlZg H {5tpn) 0.35"MAX. {Vi2f2gj SKEW Angle K Bend H {FVMJ Sum HL {FtlMj {9) {2} [3) {4} (5j (6) {7} {8) {9] {1fl) (1#j {#2) (13) {14} {15j {16j (16j {17} (18) (19} 100 403.17D 142B 403.170 3.OD 405,57D 36 64.17D 216.81 DA0824 1.787 12.681 0.624 12.676 2.495 0.873 O.D D.00 D.DOD 1.498 D.000 1.498 YES D.749 2.536 408.106 414.710 O.K. 102A 4D5.980 3.OD 408.38fl 36 54.17fl 985.77 D.OD824 1.532 12.676 D.624 12.685 2.499 fl.875 0.0 O.DD O:OOD 1,498 DODO 1.498 YES f1.749 2.281 41D661 416AD0 O.K. iD2 408.4{l0 3.00 410.8D(j 36 64.170 92.73 O.OD824 0.764 12.685 0.625 13.296 2.T45 0.961 D.D 0.60 0.000 1.585 0.000 1.585 YES {}.793 1.557 412.357 415.DD0 O.K. 104 122 409.660 2.Sa d12.357 3a 36.533 82.26 OAD7a7 0.581 13,296 0.686 11,772 2,#52 f},753 D.0 0.0 O.DO D.OD O.ODO 1.439 a:D00 1.439 YES a.72D 1.301 413,658 424,630 O.K. O.K. 41D.870 2.5a 413.fi58 3D 34.421 79,1fi O.aa627 a.120 11.772 0.538 11.727 2.135 D.747 O.DOD 1.285 O.aDD 9.285 YES D,fi43 D.763 414.421 423.3fi0 124 415.29D 2.5D 417.290 3D 34.421 2D7.44 D.Da627 1.3fl1 11.727 D.534 13.088 2.fi60 D,931 O.fl fl.OD D.00D 1.465 DADO 9.465 YES D.732 2.D34 419.843 424.42D O,K. 126 418.5fl4 2.5D 420,5D0 30 34.421 130,62 OA0627 D.819 13.088 D.6fi5 16.128 4.fl39 1.414 O.fl DAD D.04D 2.079 D.00O 2.079 YES 1A39 1.859 422,430 426,820 O.K. 128 421.10D 2.50 423.100 30 34.421 84.11 0.00627 0,528 16.128 1.D10 23.662 8.694 3A43 0.{} 0.00 O.ODO 4.053 0.000 4,053 YES 2.026 2.554 425.654 430.210 O.K. 130 42d.71D 2.50 426.71D 3a 34.421 56.67 O.D0627 0.355 23.662 2.173 11.739 2.14a D.749 fl.fl D.00 O.DaD 2.922 aA00 2.922 NO 2,922 3.278 431.223 444.190 O.K. 132 436.350 2.50 438.35D 3D 34.421 31.93 0.00627 D204 11.739 0.535 11.615 2,095 D.733 O.a 0.40 0.000 1.268 0.423 1.268 YES D.634 0.834 439.184 443.770 O.K. 134 438.65a 1.25 439.fi5fl 15 D.877 28.ii D.ODD16 DA05 4.974 D,096 D,D00 0.(H3D D,DDO 0.0 DAD DaDO D096 0.877 D,125 YES D.Ofi2 D.�7 439.717 443.49D O.K. 106 419.620 2.00 421.220 24 12.796 64.48 O.D0285 0.184 13,127 0.669 1D,141 1.597 D.559 D.D D.00 O.00D 1.228 0.272 1.228 YES 0.614 0.798 422.897 432.440 Q.K. 108 422.300 2.00 423.900 24 92.524 71.D0 0.00273 0.194 10.141 0.399 7.5D9 0.876 D.3D6 0.0 0.00 D.00D 0.706 D,274 D7D6 YES 0.353 D.547 424.551 432.850 O.K. 11a 428.030 1.25 429.03D 15 1.881 92.51 O.DD076 0.070 8.28fi 0.267 8.414 i.b99 fl.385 O.D 0.00 0.000 0.651 0.138 a.651 YES a.32fi 0.396 432.49D 437.fl{la O.K. 112 432.29D 1.25 433.290 15 1.743 1$7.D8 D.DOOfiS 0.121 8,414 0.275 7,114 D.786 D.275 D.D O.OD D,aDO D.55D D,627 D.715 YES 0.357 D.479 449.922 446.fi4D O.K. 114 441.740 1.25 442,740 #5 1.116 8D.77 OA0027 D.D21 7.114 0.196 5.485 0.467 D.164 O.D DDO D.Oaa 0.360 O.G58 D.468 YES 0.234 D.255 445.602 450.4D0 0. K. 116 445.47D 1.25 441i,47D 15 D.458 89.15 O.ODo04 DAD4 5.485 0.117 D.000 D.DDO D.DOO 0.0 O.DD D,D00 D.117 D.458 D152 YES D.DT6 O.DBD 449.680 454.550 0. K. 136A 436.930 2.50 439,184 30 33,233 62.29 O,DD585 D.364 11.615 0.524 11.fi16 2.D95 fl.733 D.a D.OD O,OOa 1.257 0.136 1.257 YES 0.629 D:993 440.177 445.D40 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 D.625 O.D 0.00 O.OflO 1.148 0.857 1.148 YES D574 D.958 441.135 447.660 O.K. 144 439.24D 2.50 441.24D 30 23.877 ?50.15 O.DD3D2 0.755 1D.721 0.446 9,079 1.280 D.448 0.0 O.DO 0.000 D894 D,404 D.894 YES 0.447 1.2D2 444.149 454.D80 O.K. 148 443A9D 2.50 445_D90 30 22.478 128.94 O.DD267 0.345 9.079 0.320 11.663 2.112 D.739 O.D D.DO DODO 9.059 D.455 1.059 YES 0.530 D.875 445.965 458.1D0 O.K. 95D 451.D8D 2.50 453.08{i 3a 22,023 142,2fi 0.00257 0.365 11.663 0.528 11.62D 2.{}9T D.734 O.D 0.00 D:000 1.2fi2 9.838 1.2fi2 YES D.631 D.996 454.942 469.470 O.K. 154 455.750 2.5D 457'.750 3O 19.571 193,8D DD0243 D.393 11.620 0.524 11.079 1.9D6 67 D.0 D.00 D000 1.191 D.671 1.191 YES 0.596 0.989 46D869 4fi8.610 O.K. 158 462.440 2.50 464.44D 30 18.218 206.76 0.00176 0.363 11.079 D.476 10.879 1.838 D.643 O.D D.00 0.000 1.120 0,5t32 1.120 YES 0.56D D.923 467.492 478.640 O.K. 162 472.870 2.50 474.870 30 #7.D23 i18.55 O.D0153 0.274 10.879 0.459 3.272 0.166 D.058 O.D 0.00 O.fl00 D518 0.366 D518 YES 0.259 D.533 477.329 488.220 0. K. 164 482.950 1.25 483.950 15 D.478 39.7d 0.000DS O.Dfl2 3.272 D.fl42 8.341 1.fl8a fl.378 D.a D.00 D.00a 0.42D 0.478 0.546 YES a.273 0.275 484.225 488.210 O.K. 166 479.14D 2.5D 484,225 3a 16.204 12D98 DD0139 D168 8,34# a.270 8,31fi 1.D74 D,37fi DA D.00 a,aaD D,fi46 Da94 D.646 YES a.323 D.499 484.716 491.97a O.K. 168 48D.45D 2.5D 484.716 3O 16.11fl 41.18 O.D0137 DA57 8,316 0.268 9.866 1.51fi D529 D.D DAO 0:000 0.797 O,D82 0.797 YES 0.399 0,455 485.171 492.17D O.K. 17D 48D.96O 1.50 485.171 18 5.295 242.68 D.00226 D.549 6.327 0.155 6.D67 0.572 fl.2D0 OA DOO DODO 0.355 4.696 0.355 YES D.178 D.727 485.898 488.920 O.K. 172 483.490 1.25 485.898 15 4.599 41.33 0.00451 0.187 6.D67 0.143 D.00D 0.000 D.000 D.0 0.00 0,000 0.143 4.599 D186 YES D093 0.279 486.178 488.760 O.K. 120 423.82a 2,D0 42S.42fl 24 10.66fl 61.43 O.Da198 D.121 7.509 D.219 O.DaO O.flflD DODO D.fl D.Da DODO a.219 D.DOa a.219 YES a.1D9 D.231 425.651 432.91a O.K. 938 439A50 2.00 441.135 24 9.489 34.D6 OA0157 O.D53 6.704 0.174 6.437 0.643 D.225 0.0 DAO D.aDO O.40D 0.786 0.4D0 YES O.2D0 D.253 441.388 448.020 O.K. 140 439,420 2.00 441.388 24 8.703 79.43 0,00132 0.1D5 6.437 0.161 10.558 1.731 4.606 O.D OAO 0:000 D.767 0,709 D.767 YES 0.383 D.488 441.876 445A30 0. K. 142 440.4fla 1.25 441.876 15 7.994 63.87 0.01364 0.871 10.558 0.433 DODO O.Dt70 D.00a fl.{} D.Da D.Oa{} D.433 7.994 R.563 YES D.281 1.953 443.D60 449.240 O.K. 146 448.860 1.25 449.860 15 1,112 37.79 O. DD025 0. D 1 D 5, 347 D.111 0. DDO aAfla fl. aD0 O.D D.aO a.Doa 0,111 1.19 2 0,144 YES fl.a72 4.082 449.942 454.56D O.K. 152 456.660 1.25 457.66D 15 D.674 37.79 O.ODOiD 0.004 3.777 O.D55 0.000 0.{lOD f}AOD O.D D.DD OAOD 0.055 0.674 0.072 YES 4A36 0.040 457.700 461.950 O.K. 156 463.090 1.25 464.D90 15 0.739 37.8D D.DD012 0.004 4.746 D.D87 O.DDD D.OD4 fl.000 D.D O.DD 0.000 O.D87 D.739 0.114 YES O.D57 D.461 464.151 468.fi90 O.K. 16D 473.940 D.DDO D.D53 D.B54 1.25 474.940 15 t1.654 37.79 D.DD009 0.003 3,fi82 OA53 D.DDD O.OflD DODO 0.0 D.DO O.D88 YES D034 D.038 474,978 479.120 O.K. 6D0 485.450 2.00 487.D50 24 11.334 64.63 0.00224 0.144 9.866 D.378 DODO O.ODO D.00D D.D D.DO O.f100 D.378 0.400 D.378 NO 0.378 D522 48T.572 492.980 O.K. INLET OR JUNCTION STA. INVERT E1.. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE 0.EV. IXA. PIPE Do {InlmmJ DESIGN DISCH. Oo (CFSrCiulSj LENGTH PIPE Lo {FVMJ FRICTION SLOPE Sfo {FTlFTJ IM`�} FR1Di1DN LOSS FR [�J JUNC110N L055 SURFACE FLOW Adj. H: 1.3 Inlet Shaping? YIN 0.5 Ht {1 FINAL H {FtIMJ Inlet Water Surface Elevation Top of MN Top of Inlet Bev. APPROX. Adjustment? Vo Contr. F15 f�J VI Vi"Zl2g H (Expn} 0.35'MA7C. {W�'�gJ SKEW Angle K Band H C1 Sum HL i�1 F# {rvM} (1) {2} {3} {4} {5j {6) {7} {8) {9} {1D} {11) {12j {13} {14} (15j (16j {16j {17} (18) {19} 3D0 430.910 342 430.91D 1.25 431.910 15 2.335 14.12 DD0116 O.D16 s.117 O.iD2 D.ODD DD00 D.000 0.4 D.oa DODO 4.102 2.335 D,132 YES D.D66 O:D83 431.993 433.070 O.K. INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE FLEW. DL4. PEE Oa {lnfmmJ C@51GN DISCH. []o (CFSICMSJ LENGTH PIPE Lo {FtIMJ FRJCTfON SLOPE Sfo (FT1FT} [M'M} FRICTION LOSS Hr gFtfMj .iUNCTfON LOSS SURFACE FLOW Adj. Ft 1.3 HIi {FtIh4} Inlet Shaping? YIN Q.5 Ht {Ft/A4y FINAL H {FtfM) Inlet Water Surface Elevation Top of MH Top of Inlet Bev. APPROX. Adjustment? Vo Conti. Ho (Ft,'NF) Vi Vi2I2g H {6cpnj ©.35'rtAAX. {Vi212g,] SKEW Angle K Band H (FtfM11FJ Sum HL {FYIhAj (1) (2j (3) {4} {5j {6j {7} {8} (9j {1D} {11j (12j {13} {14} {15) {i6j {16j {17} (18) {19} 404 430.91D 402 43D.91D 1.5a 432.iifl 18 8.449 40.95 O.flD576 0.236 6.116 a.145 9.157 #.3fl2 0.456 0.0 D.aa O.00a O.fia1 1.732 a.781 YES a.39# a.627 432.737 435.170 O.K. 406 432.11D 1.25 433.11fl 15 3.729 7.51 O.D0297 DA22 9.157 0.326 8.581 1.143 D.400 D.D D.OD O.ODD O.72fi D820 0.943 YES D472 0.494 433.604 436.910 O.K. 4D8 432.470 1.25 d33.fiD4 15 2.909 172.89 0.00181 0.312 8.581 0.286 6.739 Q7fl5 D.247 D.0 a.00 0_000 a.533 a.391 a.533 YES a.266 D.579 438.920 445.65a O.K. 410 438.950 1.25 439.950 15 2.518 38.46 0.00135 DA52 6.739 D17fi 5.834 D529 0.185 DA DDO 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, O.ODL123 0.028 7.247 0.204 3.840 0.224 0.078 0.0 0.00 0.000 D282 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 0056 3.206 0.160 0.056 0.0 0.00 DODO 0.112 0.338 0.145 YES OA73 0.679 453.819 459.110 O.K. 420 453.300 1.25 454,300 15 4,458 29.43 0.00004 a.001 3.206 0.040 0.004 0.000 0,000 0.0 aA0 0A00 OA4D 4.458 4,052 YES 4.026 a.027 454.327 458.440 O.K. 404A 431.300 1.25 432737 15 3.108 28.45 0.00206 0.059 4.851 OA91 4.686 0.341 0.119 0.0 OAO OA00 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 2.708 166.66 000157 0.167 4.686 0.085 D000 0.{){10 0.000 0.0 OAD 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 0.4t<17 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 1.25 442.06D 15 D975 37.42 0.00020 0.008 5.#18 0.102 0.000 0.000 0,000 0.0 0.00 0.000 0.102 4.975 0.132 YES DD66 0:074 442.134 446.070 O.K. PROJECT Southwood RedeNeopment - Village I CULVERT DESIGN FORM ID-269 ROAD COUNTY Albemarle (Zone 2) SHEET OF UNITS IIyQ,LSH DESIGNER: REVIEWER: DATE: DATE: 4/212020 CI--«T 501 VA NOAA Station Charlottesville HYDROLOGICAL DATA Method: INPUT Roadway Width 287 ROADWAY ELEVATION 456-53 ft Road Len atli 100 SufaceType PAVED Drainage Area: 3.317 Freeboard= #VALUE! ft T inre of Concentration 5 S Ich•. Elev. Lt. = ft Shldr_ Elev. Rt.= ft DESIGN FLOWS Elsf= Eli= L= S= SKEW= ELHWd= 452.94 ft 452.86 ft 121.9 ft 7,88% 0 q 454.54 - & �^------�=------------------------------------------------ Hn, T _------_____ DEPRESSION "it" Bed - _ _ w -- 0 in. 0 0.013 Stream Bed ^`_'---------- ___ --------- -------- Elo= H TW DEPTH TW TVirVEL. Channel lnv.EL. 443,25 ft 0.27 3.25 443.25 ft fps. ft R.I. (years) FLOW (cfs) 10 Design 8.23 2 Check 6.43 25 Max 10.35 DESCRIPTION: TYPE: Single/Niultiple Conforming. Inlet Ft ge Description: TOTAL F1, OW PF F HE-M) VAT/ R CAt1 1T A7IONS CONTROL Nr1NINIUM Sinooth Tapered Inlet Throat FLOW Q cfs BARREL Q/N cfs INLET CONTROL OUTLET CONTROL HEADWATER ELEV ft OUTLET VEL fps SHOULDER ELEV. ft COMMENTS Single /MultipleConforming / Broken Back Culverjs HV1'i1D HWi ft FALL ft ELHWi ft TEA' ft do ft (dc+D)/2 ft ho ft ke 14 ft ELHWo ft MATERIAL SHAPE Size (in) N Nf amimgs t1. Concrete Circular 18 1 0.0E 8.23 8.2 1.12 1.68 0.08 454.54 0.27 1.11 1.31 1.31 0.20 LIS 445.70 454.54 14.30 6A3 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1,24 020 0.70 445.19 454.. ; 13.34 10.35 110.4 1-31 1.96 1 0.08 454.82 0.30 1 1.24 1-37 1 1.37 1 0.20 1.82 446.-13 454,82 15-21 oken Back Culvert LENGTH I Elev. SKEW ° LWATI R. DATA: net Shape Trianc-Aar xr Width. ft 0,00 Slope Lt: (HAV) 50.00 Slope Rt: (HAV) 18-00 Inel Slope, ftlft 0.0$30 'In„ = TAILWATER RES ULTS: ROADWAY DATA. ROADWAY OVERTOPPING: Discharge Elevation Flow Velocity Shear Roadrrey Width, ft Discharge Overtopping Overtopping depth force 28.7 Discharge Elevation 5Arface Type PAVED = 0.035 cfs ft ft fps PST `ts CfS ft Design 443.52 0,27 3.25 1.42 Top ❑f Road Elevation, ft 456.53 Design 0 0.00 check 443.50 0.25 3.06 1.29 Length of Road, ft 100 Check 0 0,00 Max- 443.55 1 0.30 3.44 1.54 Max. 0 0.00 TECHNICAL FOOTNOTES: (1) USE Q/NB FOR BOX CULVERTS (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) TW BASF] ON DOWNSTREAM CONTROL OR FLOW (7) H = [I + ke + (29Eh)/R1.33lv2/29 (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SLBSCRIPTDEFINITIONS: CONFNM11;TS /DISCUSSION: CULVERT BARRELS ELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HWi HW IN INLET CONTROL 0 OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf StreatnW ENTRANCE: co, culvert face CULVERTSOFT by ENSOFTEC, INC. PROJECT SouthNmodRedewopment- 'Village I CULVERT D ES IGN FORM ID-269 ROAD COUNTY Albemarle (Zone 2) SKEET OF DESIGNER: DATE: 4/2/2020 CULVERT 509 VA UNITS INCLISH REVIEWER: DATE: NOAAStation Charlottesville HYDROLOGIC AL DAT A Method: RATIONAL Roadway Width 10 ft ROADWAY ELEVATION 488.00 fi Road Length 25 SufaceType PAVED Drainage Area: L102 Acres Freeboard= #'uALUE! ft Time of Concentration 5 Minutes Stildr. Elev. Lt, = ft Sh[dr. Elev. Rt.= ft DESIGN FLOWS ELH17 d= 485.05 ft - -- R.I. (years) FLOW (cfs) E lsf= 4 83.7 8 ft Eli= L= S= SKEW= 483.70 It 23.83 ft 0.50% 0 0 - ----- --- DEPRESSION "n" Bed ---______ _ 0 in. _ 0,013 y-'_- Stream Bed -- _ -- -- _ Eio= TW DEPTH wo' TTV4'VEL_ ChannelInv_El.. 483.58 ft 0.55 5.02 483.52 ft fps ft 10 Design 5.26 ? Check 2.25 25 NI'm 6.62 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: TOTAL FLOWPEF HEADWATER CALCULATIONS CONTROL NILNLMUNI Smooth Tapered Inlet Throat FLOW Q BARRFI. Q/N INLET CONTROL OUTLET CONTROL HEADWATER ELEV OUTLET VEL 'MOULDER ELEV, 07)NINIENTS Singe /MultipieConfortni„g/BIokenBack Culverts HWUD HWi FALL ELHWi TW do (dc+D)/2 ho ke H ELHWo Manuings MATERIAL SHAPE Size (in) N cfs cfs ft R ft ft ft ft ft ft ft ft fps ft It Concrete Circular 24 1 0.01 5.26 5.3 0.68 L17 0.08 484.87 0.55 0.81 1.41 1.40 0.20 0.07 485.05 485.05 C57 2.25 2.3 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 1 0.72 1 1.33 1 0.08 485.03 0.60 1 0.9E 1 1.46 L46 0.20 1 0.10 485.14 485.14 4.86 Broken Back Culvert LENGTH I Elev. I SKEW TAILWATM DATA: Channel Shape Triangular Bottom Width. ft Side Slope Lt: (HAV) Side Slope R'. (H:1V) Channel Slope, ft/ft 0,00 3.00 4.00 0.0830 Dist ance F levation ',n" _ TAILWATER RES LILTS: Flory 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 1 Max. 484.12 1 0.60 1 5.32 3,09 ADWAY DATA• ROADWAY O N'MO PPING: i%ty Width. ft 10 Discharge Overtopping Discharge cfs CfS Overtopping Elevation ft ice Type PAVED of Road Elevation, ft 488 Design 0 0.00 Ith of Iliad. ft 25 Check 0 0.00 nr, • 0 0100 TECHNICAL FOO TNO TES : (1) USE Q/NB FOR BOX CULVERT S (4) EL1u = HWi + EU (INVERT OF INLET CONTROL SECTION) (6) ho = TW or (dc + D12) (WHICH IVERIS GREATER) (2) HWi/D = HW/D OR HWVD FROM DESIGN CHARTS (5) T W BASED ON DOWNSTREAM CONTROL OR FLOW (7) H = [I + ke + (29n1yR.I331v')2g (3) FALL = HWI - (ELHWd - ELsf), FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS /DISCUSSION: CULVERT BARRELS ELECTED HWd DESIGN HEADWATER i INLET SIZE: it HWi HW IN INLET CONTROL 0 OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streanibed ENTRANCE: culvert face CULVERTSOFT byENSOFiEC, INC- LD-347 HYDRAULIC GRADE LINE ANALYSIS INCI DENCE PROBABI Lt TY 10 Year PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG Checked: INLET OR JUNCTION STA. IW ERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (knlmm) DESIGN DISCH _ CIO (C:FSICMS) LENGTH PIPE Lo (FV" FRICTION SLOPE Sfo (HTIFT) ("M) FRICTION LOSS Hf (FtIM) JUNCTION LOSS SURFACE FLOW Adj. H 1.3 Ht (FV" Inlet Shaping? Y.N 0.5 Ht (FVNT} FINAL H (Fti" Inket 'Water Surface ®evation Tog of M-I Top of Inlet Elev- APPROk Adjustment? Vo Contr. HO [PUMA VI Vr=g Hi (Expn) 0.35'MAX- (V12/2g) SKEW Angle K Bend H (FVM) Sum HL (Ft(M) (1) 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 427230 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 YES 0.589 0,566 0.817 429.647 433.730 O, 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 0.930 430,590 434,300 O.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 0A48 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 10.64E J 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 O.K. 220 43T600 2,00 439200 24 12.740 86.02 0,00282 0.243 11.052 0.474 7.728 0.927 0,325 0.0 0.00 O�000 0.799 0.974 0.799 YES 0.399 0,642 440.539 445.620 O.K. 222 439.850 2.00 441.450 24 11.766 30A5 0.00241 0.075 7.728 0.232 9.332 1.352 0.473 0.0 0. DO 0.000 0.705 1.393 0.705 YES 0.353 0.427 441 A77 445.120 O. K. 224 440.680 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 1 0.262 0,935 0.341 YES 0.1711 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 0.004 0.000 0.0 0.00 0.000 0.047 0.582 0.061 YES 0.030 0.033 449A13 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 O.K. 216 437,340 1.25 438.340 15 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 0-279 438,619 442.800 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 SIL04 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 0000 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 0J0 0.00 0.000 0.472 0A11 0.472 YES 0.236 0.326 446.220 450.990 O.K. 240 445.970 1.25 446.970 15 1.665 64.67 0.00059 0.038 6.927 0.186 5.644 0A95 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 10.002951 0.180 8.061 T 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 O. K. 236 444.710 1.25 445.710 15 3.716 56_94 0.168 7.1,0t��0.000 0.0W 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. 'v ,,L.T W� � V : ` L I,' ' 6/ 2020 AAA Ilk s k M E O Q N V N C > E UJ UJ W > 3: U a) 3: Q LL o w � L w O cv ,1 d' UJ -I-- M <J000 w J N d >p N N (� W z16- O)x (n Q W Q w c � (n = a1 N =U >� I- a - c u) Or,O N � M � d- CO J �� Lfi M O U Z) O F_ 0 w w U Q z O M O CL O (A Z 0 O a_ lY U Ln w z O w tY w H a 0 DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A �I LU V J J W z z LU _0 i I- Ld < _J _J 0< J U m _J LU QLL U 0 UJ QZ) W LU o J Z) U 0 0 i D 0 V 0 s� ai 3 U C iu m 0 L 3 a) 0 o. Q a c ns `o a) ro D a) a 0 M s c as ro 0 0- a) 0 3 c 30B NO. 40919 SHEET NO. C6.07 CLINT cm oo h '.. w rn = rn `' 168: DI-3B 6 ft Throat � M M rn rn '� `� H " o �- o • .Lac. #Jli 4C ti m ti M M ce) ti rn� N c0 O d I� C.0 rn STA10+37.79 tiNm N v `°ter°° r-Nw N o-vim rn o cO��ti o�cvflCV ri o�M� o 4/6/2020 ."'� c0 0 00 o N N 166: DI 6 ft Throat o N r� 00 cfl o rn $ m���� coMLO rn� TOP492.17 STA10+37.79 m + �F- o mNN� mM ti o mMo� mo v mM and NCNo v s�'`*� M N + o0 N aD I- it +00Z) M+a0 i v d M+COI- +00 H N CO H M+ H ' 000� o00v p TOP491.97 0o p o00 000d p otiv v r�Z z p Nov v r prv0 pr00z O INVIN480.96(169) prvz z 0 pry prvz z_ 0 prvz Z =O p�v: po _ _ 0 prvz Z =O/��*�1�w N<IL a<IL > INVIN485.45(601) INV IN 480.45 (167) N<wp» > <CL NQa» > o6<CL ] o<o- �Qa» > 4Qa'» > �c~n0? �c~n0> ? INVOUT480.86(167) INVOUT480.35(165) o z z z c0P0- (D z z Lo 0> z z cl) 0> `o r z z ��O rcn�-- - Z W--- - ��-- - zz z 500 500 495 495 485 485 M E O 0 rn v N N = Q O > E w °� E W > � U 0) � Q � o ___ _Z o L w O v ,1 a_co z w N c > c,, r j a U W U X O W 0 Q w p �x =N z �vQL O u'Ln O N w M av CO J tD � 0�a & 1 vi O 0 0 w > w w = a a p z O � DATE 416120 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 LO o r ti iB M a 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 � i cq D o rn STA 10+37.80 STA 12+31.59 0 0 0 STA 10+37.79 0 0 0 o °' m O oO o o M o `� �`! 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 0 0 rvz z 0 w rv0 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 JOB 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 �#p}sE @ 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 o o ^ N�ij.i W�/�, �Ri v `c = or a 00 0 O o N 136: DI-2B 6 ft Throat 132: DI-2B 6 ft Throat N �, Mo � r o m ,� o STA 12+87.88 136A: DI-2B 6 ft Throat STA 14+16.29 w O ccoo 'm 128: MH-1 „ C L i NT W. m o+ N CO f- TOP 447.01 STA 13+54.01 TOP 443.20 M STA 15+04.89 `{ ', FF�.ET p o"t0 0 z_ Z_ p INV IN 439.24 (143) TOP 445.04 INV IN 436.93 (135A) z TOP 430.21 v O > 0 > > > INV IN 439.05 (137) INV IN 437.96 (135) INV IN 438.65 (133) o Q a > > INV IN 424.71 (129) ,' Lac• N 54380 4Cr 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 6/ 2020 M E O N N = >E M (M C10 w LoM ~U N N v N F N M Q N �� o `? r o o o N c) 136: DI-2B 6 ft Throat ,- 00 uM o M o C) 04 CC) v co `� o v ca,�' STA 11 +77.35 m 7 C) C° i° w O � ,� ONd MOO 4 MOO "tC) M d W L M O c0 m d- COm N M Q U 00 Z +O�- +�� �- M+tic �- TOP 134:DI-2A cl+c,;M4 aJ_� 0 o�� C) �� O o�ZZ� Lu~orn p o�-�zp pf�zp INV IN439.24(143) STA p O ��oN �> oQ0> > ooQ�> > INV IN439.05(137) TOP443.60 c�iQa>> > caw "'� a �U�z ���z z ���z z INV OUT438.95(135) INV OUT439.21 (133) �ccooP z z zi- °3 � 455 455 450 450 < o c„x =N z �vQL O Ln O N W M uj am 00 J �� vi M O 0 0 w > w w a z O DATE 416120 0 } 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 0 V Vcu 7_0r � 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 U M C co co p �t CD r O �t co MO CR M 00 (0 1 N LO) L I M N rC)Nd' 't ��00� 04 t r-N O N 0 L O O � 00 ct O rN O d + O� + O� m00� m�0000 M 't m�Od m(b mMO� L mco N =OM Z =ON COOM� CV +OMd d D MO O NCD Z) N-�� ~ M04 tZ p - Z p M'tp p��tz z O ��'I p -�qtz p �Z =O O -"tZ_ Z_ p Z M Q d> > O Q �> > O Q �> oo �> > > N Q a> O Q �> > Q �> > N Q d> > > NHOz Z N�OZ z NE-OZ o~Oz Z Z qi 0 �I-OZ Z ceOZ z M�Oz Z Z 440 440 440 440 460 460 � Q > w w J_ J L.L 435 435 O w O m J PROPOSED w Q GRADED EXISTING 0 430 GRADE 430 ~ z Q LJJ o U) S MIN. 425 425 12, tip O 84 11 O 420 3o„H 420 3. % 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 PROPOSED � 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 _ 0.15' OF 30" HDPE � @ 1.50% \ 135 \ 66.12' OF 135q � 0" HDPE �• 62�29' OF 131 435 _g3.� O.F.. 435 @ 1.50% 30„ HDPE � @ 1.50% � 430 430 425 _ •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.Op % 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 PROPOSED GRADE 450 450 445 � 445 EXISTING 'MIN. GRADE \ 440 6 141 0139 44015„HDp 24" I DPE � @ 0 75% 137 � 435 34.06' OF 435 24" HDPE @ 0.79% 430 430 PROPOSED G RA E 435 EXIS 435 ING GRADE 430 --. SAN IT) 430 RY PIPE 3 -4 425 425 119 61.43' OF 24" HDPE 420 @ 1.00% 420 415 415 PROPOSED GRADE 445 EXISTING 445 GRADE 3' MIN. � 440 440 1.5' 435 1 435 28.11' OF 15" HDPE g'� WATER @ 2.00% LINE SANITARY 430 PIPE 10-9 430 425 425 PROPOSED GRADE 455 \ 455 \ EXISTING GRADE 450 �� MIN. 450 OF 15„ HDPE i 2�9 445 1�,; 6� O � 445 D @ 3.p0 F 23j g, 0 15„ HDOF P @ 3.00 F 440 440 435 435 co is Ln O m M C) r v CDm O D7 O o .. CDLO ti r In F_ 00 F- F_ y -Cr v F- p O r N F_ O N O v p r O p0 m � O ~ ~ 0) �. O �= r O N N O M O 00 m oN0 M N O O N N ~ N �_ co Oo Co Lf) m� � �t (M �Or (0ON 't 00 00 M - 00N m Cj 0 0) YmC) 'o ' LO �(o cF=- OLO 0 T 'tZ O-�Z + o O- + ce) 'tZ Z d +M + �04 'I 0 QMLo o_Z O o O O - O0�d'Z - O Z ZO O> > Qa- 6Qa- > > �d- O> > QO>> > C°Q CL 0_--Q�> > 4Q�OZ r0 n U) Z fA FZ Z Z Z Z F-O�O>> Z Z U) n_Z 460 1 460 455 455 450 450 7S 89 \ ls„ 0,OF 445 ���_ 3'wikL MIN. 445 '57, PROPOSED GRADE 80 5773 7S„y8OF \ A \ 4 S7 440 440 \ 18 7,7 435 7S sL9.90 435 \ @S00% �c / \ \ EXISTING 8" WATER \ GRADE LINE \ \ 430 430 / 70 y7" @ F 4 sot F \ 8" WATER \ LINE 425 107 !24 425 1.00' OF 1.5' HDPE 420 70 420 ° @ , H� F \ A 4 00, SANITARY PIPE 6-5 415 415 410 410 9+50 10+00 11+00 12+00 13+00 14+00 STR 116 - STR 104 15+00 16+00 16+50 9+ STR 104 - STR 100 0 50 PROFILE SCALE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' 212: DI-3B 6 ft Throat 234: 24" Basin - Circular Grate VERT SCALE: 1 "=5 216: DI-3B 6 ft Throat STA 10+90.43 STA 10+56.94 is o rn r N o N 222: DI-213 6 ft Throat STA 10+18.12 TOP 442.80 c� Ln w N TOP 441.76 INV IN 435.91 (213) iZ TOP 449.65 INV IN 444.71 (235) o ~ N N " v STA 12+41.84 INV IN 437.96 (217) v � coINV OUT 435.81 211 ( ) ° m oN p INV OUT 444.61 233 ( ) 232: DI-3B 6 ft Throat d r a? r (o o °4 TOP 445.12 ft 222: DI-213 6 ft Throat 222: DI-213 6 ft Throat 214: DI-2A STA 11+16.97 INV OUT 437.86 (215) M M (.0 It STA 11+43.98 coN N N d m N INV IN 440.68 (223) 224: DI-2B 6 Throat STA 12+34.32 STA 10+00.00 220: DI-3B 6 ft Throat d 0 � Iq co 210: DI-3B 6 ft Throat o p N 236: 24" Basin - Circular Grate TOP 448.71 m � INV IN 440.23 (227) 226: DI-3B 6 ft Throat STA 10+30.79 TOP 445.12 TOP 445.12 STA 10+30.95 TOP 442.90 218: 12" Basin - Circular Grate N (\i STA 11+20.35 m N m STA 10+00.00 INV IN 442.87 (233) 0 Z o0 p � z o0 - INV OUT 440.16 (221) STA 10+00.00 TOP 452.83 INV IN 440.68 (223) INV IN 440.68 (223) TOP 445.62 INV IN 437.34 (215) STA 10+00.00 0 0 "t z Z o0 TOP 441.50 N + � F- 0 TOP 450.14 INV IN 442.94 (237) o Q 0 > > oo Q a TOP 453.34 INV IN 448.08 (225) INV IN 440.23 227 ( ) INV IN 440.23 227 ( ) INV IN 439.85 (221) INV IN 437.60 (219) TOP 443.88 Q INV IN 435.21 211 ( ) 0 v z O INV OUT 445.71 (235) INV OUT (231) ('~Oz N z (n F- _ _ N N Oz z � _ _ INV OUT 448.39 (225) INV OUT 447.81 (223) INV OUT 440.16 (221) INV OUT 440.16 (221) INV OUT 439.75 (219) INV OUT 436.83 (213) INV OUT 438.87 (217) r~Oz N z z (n F- _ _ _ INV OUT 435.11 (209) o d- O > > 455 455 460 460 455 455 450 N (n z z 450 EXISTING GRADE / PROPOSED 450 / GRADE 450 3'-- -- MIN. 445 _ 235 445 0 56 233 HDPE @ 1.75% g,04OF H p 440 @ 2.0(% 229 440 OF 18' HD►' 227 -- 27.73' OF 18.43' OF @ 2.00%_ 18" HDPE 18" HDPE @ 2.Opo @ 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 "=5 455 455 PROPOSED GRADE EXISTING 450 _\ GRADE 450 1 5' / / 445 i 445 ' MIN. SANITARY 30.79' OF ??3 PIPE 43-42 15" HDPE ?03_6 75"�lQ OF @ 1.00% 8" WATER @ 3.50�F 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 "=5 445 13+00 9+50 EXISTING GRADE 0 PROPOSED \ GRADE T MIN 221 30.95' OF 1.5' 24" HDPE @ 1.00/0 5 8g 0 19 2'OF 24 'HDP @ 2.50 E 8" WATER SANITARY LINE PIPE 42-41 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 \ 445 445 \ EXISTING \ GRADE PROPOSED GRADE 440 440 217 \ 18.12' OF T MIN. 12" HDPE 1.5' 435 @ 5.00% 213 1.5' 1 435 8" WATER 24 HDP F LINE SANITARY @ 2.00% 8" 8" WATER130 709 OF PIPE 41-7 215 LINE 24" 26.26' OF 211 @ 2 00% 430 15" HDPE 29.93' OF / 430 @ 2.00% 24" HDPE SANITARY @ 2.00% j PIPE 9-8 425 425 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 DO }Are for a 00 CLINT W. -zl S a s F�`LET: . Lie. N . 54380 Ar 6/ 2020 M E o a rn U N N = Q 0 > E w °) W U a) Q W ; 3: w 0 w O �vL ,1 < LY L M J U 00 w J N d > rj p N (� W a� 3:O )x oQ Qw = v N =vo > a - rn O N � M LL � 00 J O w � F- (n O Z) O F_ 0 w w U a z O O CL O oc z O H a_ U Ln w z O w L� w a 0 DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN 1-i W Q U) uw J J_ 0 0 2: o w cm LV J Q u_ O CC G W p Q0 OU LU () 0. JOB NO. 40919 SHEET NO. C7.02 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 m STA 10+00.02 c� co 07 6rn ,1- + - � 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 CD N °? (-0N 202: MH-1 0 °? O 206: DI-3B 6 ft Throat m N O N N STA 11+26.42 = STA 10+00.00 0't z z 0 TOP 432.80 w z_ TOP 435.04 o Q 0» > INV IN 427.23 (203A) o ¢ 0 > 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, OP @ �0oi 'Z4„ @ 00% 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 (D 00 Lo O M M OLO o) o N N� t (0 rl- co d7 420:D1-3B6ftThroat m�C6L mrco� _m00-4m STA10+00.00 p��z O0 0��z 0 �;:4z z 0 TOP 458.44 00 Q O > > (0 > z CD a- > INV OUT 453.59 (419) �U)�z z -tu)H _ _ �C/) �_z z z 470 470 300: 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 46.01, OF \ MIN. 15" HDPE \ 450 450 8" WATER U LINE 1.5' SANITARY PIPE 35-34 72 4�S 445 445 @SOopF i 440 440 435 435 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 m 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 NN 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 O, m a7 4 m STA 11+32.46 TOP 437.67 C° O 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) 000MO O NBC' Q z O STA 11+76.06 STA 10+71.75 TOP 446.07 �i 0 > > o > > > INV IN 438.95 (409) INV IN 432.11 (405) o Q 0 > o Q 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 40g 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 0 0 ^o rn F- _ - covo co CD f` OMO (01-0r--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. _: ;;� 7 S F'�LET+ f Lie.14 54390 4C * ^ 1/ 6/ 2020 s� �r 'V10 A L t R ** *0#f#i�0044 M E 0 0 U N � N � > E LU E ~ LU U a 3 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 a Z5 0 L„ x C: z = V > O C L^ V) oN w M tY a� CO J Vi crf U O 0 w > w w = Q U 0 Q z O cn DATE Of 416120 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. SlUFFLIUT + Lac. N .54380 6/ 2020 i s 8'O AL 0*42 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 LuN H U X OG ai w Lu U) x N Z HUaL O Ln 41 rn N w >� M d � 00 J vi 0 0 0 w > w w = Q Q � z O cn DATE 416120 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT ® CHECKED BY • C. SHIFFLETT • • SCALE Ll • AS SHOWN CLLu V J J H� I z W (n G > Lu LL; J J LL 0 2 J w m � W Q > O W � 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 V) IMMI JOB NO. 0 0 50 40919 PROFILE SCALE SHEET NO. C7.04 495 495 490 \ 490 .5' MIN 485 STORM I� PIPE 163 485 18.1;, � OF 8„5���8' � �I R-26 P VC 1.5 , @ 2 52 j � IN. PROPOSED GRADE 480 480 8 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 STORM \ \ 465 pF •Opp VC ° PIPE 155 1.5' 465 \ MIN. 460 460 A � STORM \ �II✓ PIPE 151 _ 455 164 B��SD 3'o YYY 1.5' 64, 60F MIN. PVC EXISTING GRADE 455 ° STORM / 14-13 15R STORM PIPE 145 �' OF 8 �� SD 6 PVC PIPE 501 / 450 2 EXTERNAL DROP 450 CONNECTION 1.5' 8" WATER MIN. LINE 445 13'12 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 STORM \ \ \ IN,\ PROPOSED GRADE 440 PIPE 211 435 \ 435 \ 8" WATER STORM LINE , PIPE 205 \ 9 8 430 133.68' OF - 430 1 � 8" SDR-26 PVC 8-� @ 1.50% 100.29' OF I MIN. \ STORM 425 8" SDR-26 PVC @ 1.00% 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 6 \ 415 \ \ 8" SDR @ 2. PVC 0% \ 4-3 \ 410 8„ SDR 26 PVC \ _ 410 @ 2.00 % \ 8 4 8), SO 405 O,c 405 S < p['C O i 400 400 � SA .00� �c O 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 SIUFFLIU-T + Lac. N .54380 At 6/ 2020 i s 8'O AL 0*42 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 C'� L L M Q<JUco W J - Ln N d p N N W Z H 2 �X QO � of =U j LNLn a c Ln 41 rn N co a� 00 J O W ko H CL O wm z 0 z O d ry U w 0 z O U) w w H Q 0 DATE 416120 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. SIFFLEe. T Li€. N . 14s9 612020Ar *tt'�tt�44 M E O O rn U N N � Q O > E W >_ W > Q w o w L w0 QJ U0M0 Z a J — ui O w N CD a (� Wcnr N H U O� X w MANHOLE _ v N z e STA 10+89.77 = a'°O TOP 455.71 MANHOLE ~ c Ln ` ) INV IN 449.51 (35-34) INV OUT 449.41 (34-33) 6 STA 15+79.58 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 TOP 459.44 35 OSTATOP 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 0 0 0 w > w Lu i Q Q z O DATE 416120 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE AS SHOWN • 1. (W @6�60% Kc 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 O� 26'�. 3 MIN N. 445 .�' 8�� 94 SpR� ,32 OF 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 I I I I I I I I � I Q Q C'IIIIO 't M Q U- w � c N + co N v II II _ co � Lij O ap Q (n 495 O m 00 U) (n — W — ROAD 1 INTERSECTION STA 13+46.20 Aqr, II EXISTING n' a II > GRADE PROPOSED / GRADE cl) W / / 1 31 % 490 > > / 490 STORM / PIPE 601 SANITARY 3.5' PIPE 19-18 STORM MIN. PIPE 507 STORM 1.5' 485 PIPE 171 485 8"X8" TEE 480 480 8" CLASS 52 DIP WATER LINE 475 475 op MM 7 0o0000 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 IN, \ /^\ I I I II I IIII\I\ / /�1I Nµ / I I \\ \ \ \ �\ O If I' 11 I � J III II I , 492 `1 1 \�---\ / // II _� ���\ 491 / III - �I10+ 10+50 — \ 11+00'' -. II\ 1 \ - / TKO ��TREE7' / 4g1 2+50 v v v v �493 �� \ \\ I ' \ \ 13 O` \ A� \ - V\/ I —\ \ \ \` ---- JI \\\ ` A \ \ I / r r, I\ \\\\\\ \ \ \ / I I / 11 1 0 50 PROFILE SCALE 40P \ 4 rt r1I I Lq �AN wo '- I� , gl I � � � �� N � N I 1 � � " \' \ \ /' ' / /' �G \S1 11 I 1 ` P/ �� ��II I N 1 N'III , � N, `\ / ' , , I \ 1 I II I \ V \ .,J I �/v 2. I ; I II I ' I' I; ,I N\\ NI I' I <0,410 I 1 �'JI / I I 1 1 1 '/ I I 'I IIIII \ I ' \� � \ ���•�\ \ \ I I\k J �o6� I NI I \ � 66./ Jill ur I 1 \ 1 \ \ , 1 -f- \- W -� •— —W - -�\ \ \ -M- \ \ * 0 - 0-/ N I IIII I J ' - � I �- 1- -u r --- --- - -- \ SAC =40 • .: CLINT W. 2 Fw`L . Lic, I� . �4�50 # 4/ 6/ 2020uIs M E 0 N O N � C Q 0 > E LU E W Q LL o L W O m 0' LU L M J U co N d > p N U W N Z cnr O �x oQ :� = U > � a - rn Ln O41 N U � M 00 J o w 0 z O a_ U Ln w z O U) w w Q 0 DATE 4/6/20 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN rl z W Q > v! Ld w 0 LL O w m 0� LU < 0- > O C) W r 0 O O ry LU 0. JOB NO. 40919 SHEET NO. CO.00 ii 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 49 5 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 a5 > > ao 00 / m m � `-2. I \ 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 — — 4 o+o f 06 470 -- � 470 + co \ II II 8" CLASS 52 DIP \ U WATER LINE 465 W I W ~ \ 465 1.5 CD-2 \ 460 STORM CD-1 460 PIPE 155 STORM PIPE 151 \ 1.5' \ \ 455 455 2 \ "450 450 STORM PIPE 501 445 1 445 Lo d Lo O d O N N Co Lo O I� O � O d O O O ti N co V) Ln NT 0 O O m O C7 (D N d It 0 It O N N N (o (o Lo COO co N (o f N C) I- 00 Lo Lo I,- N N C)N CDf� d N 0 O ON V 0) 00 0')d co~ ti0 O ti0 r- d ti d ti ti� d ti tiN r- �N ti ISO I� ti d r- tiN r- rl- d ti C.O~ (od (.0 O CON O Low d Lo Lo Lid Low Lid Lo Nt N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ROAD 1 BEGINNING - STA 19+50 ;NV71(U311 —_� din— ---_------- 1 _ — loner— - - —- — ------- -----_=do —_-- —don— sn- _ / �n cp \\ - ---- ----- - - - I I `-r I I rd CO. CF) / \ \ / ° \ ' 4 h Nr Q% Cd°e o ° ro �_ m --� - -may - �•'� \ I \ I IN, \\\\ \\ \ \ \ \ 1 17+00 18+00 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. 448 49 lZ Ln I x0 452 45 e 3 454 M �L0 464 \._ �A \ � � Win.,. �. It I� I YlU( Div r I gtt-_ Off/ / i V CLINT W. '� w.. 5 tU FFLET Lie. ri i#DSO # �16/ 2020 �r810 AL V" '04i M E O N O N � c Q 0 > E E W > Q t w o U. L w0 0Y W L M J U o0 — Lr; N a �O Col N (� W O jlX =U �LLo a o O' .61 N U) N M a. 00 J z O a_ U Ln w 0 z O W w H Q 0 DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN z uj > U) Lu > W J W O 00 �/ Lu < 0- > O C) W r O 0 O ry W 0C 0 O O O V / JOB NO. 40919 SHEET NO. C8.01 50 -0Of o(D �cl) z �0 0 E o a) � N IL O D c z N 0 � a g x H � o 0 Q� a >� Y N � � N U x N O (D U L i � N (6 0 N O c O E a 7 � U � o m � is 0 U o N o co U 0N m � N o � U a o °u,' m � E N O Lo d' Ink vi � .' •i w GLINT W. ' 7 S ff E T �1' : Lrc. N . i#DSO .4c � 0*0 �/ 6/ 2Q20 IWO M E 0 N O N � C Q 0 >E w 6E uj o w o w0 a Lu o z w (D W M H U 0 X W oQ :3 UL O HUQ� O �Ln o N w M Co J vi O O 0 w > w Lu i Q U 0 Q Z O U) DATE 4/6/20 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. 452 - f / 445 / / / / o ° / N /// _ _ \ \ \\ \ \\�\ \ \\ \ \\ \ \\\\ \\ \ \ \ / \ \ \ �\ui /Y1Y 452\\CL _ _ _ 3' �Q /\ 4V. 450 440 \ 449 \ X 440 / // z'n°lo \\\ \ \ \ �J - — _ — — ' // I 1 I I I I I I 1 I o \ \ \\ \\ \\\\ \ I I I 439 / / �\ --- / / / / I I I I I I I I I 1 0 \ \ \ \� �\\\\ W v / �\ \ p�` \ \ \ 439 \ / /: ° ° 43> — — — — — — — ' — — — — — — _ _ r / / / I I I I 1 1 I \ \ \\\ \ \\ Q / I I 1 I I I ° 1 I\\\\ > v, X -- —__-- — / � // / // / I I I I I I I I 1 101 1 W I I I I I I b I I \ \\ w _ 4 j — — — _ / / I I I I I t o I \ `l \ � J J 438 \ \\ \ �3`b I 36` r\ �/' — — /' / // // / ! I I I I II I �`I 1 ° I I Q - \ <r Q 46 \ \ 1 \ co / _ / / / I I b p6� \ / oo \ M /' / - ,-- / // / / / I I O D� p°p� �`��L \ \ \ \ \ \ / / \ \ rr / / / / / / / / / / / I I I I I 0 1 0 I I L I 445 p�0�o 437 �-\\ \ \ \ —/— 43 \ _---------- / -' /-' / / �/ ' /' / / / / I �I q I / ° a I \ i I I I I I 1 / 1 r Ik343243 '' /— /' �'' /'' ' '' / /' I I I I I I LL O C) No I I r Q Q �S� `—— — — — — -- / / / / / / / 1 I I 1 111 o I I z 10 1 W I I I I I I 1 I I I I I 1 o� \ \ ' � rn' 1 M \ 1 \ \ �\ \\ \ \ \° �� — --- —' I CD ob / U W I `I 1 o / /� fro 11 "00,_ _ _ 23+00 � SAf� + 22+ 4+00 SAG +00 +5 21 W Q 0 25+50 j� 50 \ ° M 0 ROgD 12Q 440 _ _ _ — — — — — �3 / / / 43 / / 425 Nb tercrrp I I I I I 435_ 440 / 5 — _ — _ _— �Oi t�19=418417416 415 — — — — / / ' / 1 I I — __ NIZ ,' 43 — — A2 �2� / 4 — — — — — / ,' ° JOB NO. 30 — 430 - — — — — — — — — / / ;' ®�; — _ _*= _ �_ _ — _ // SCALE 1 =4(P / / / o/o 40919 6 — ----- — -- o0 00°^��,�-"^ _ •' ^ —/ 040 // 80 00/0°/ SHEET NO. I I o , o ___--_——oe—° 02 4154 *�• �\\ / /000 / / // / 4 / C8 46n Q Q z z W w co co N_ N_ IP m � O °+� O + 2 O 2 O N 0 L-) 0 > N (n N U) Q 00 O N U) z O U w U) w H z N 0 O M rn M N H U) M ti N U) 4Rn LOW POINT STA = 25+69.9 — ` rn cq LOW POINT EL.EV = 438.26 455 \ + 0) rn 455 CD-1 / -2 89% \ \ w LoN PVI ELEV 440.13 w � 00 ~°+M° >� A.D.= 38% ter; ti K = 390.00 00 2 1 / X <' ° 15000 C Q Q 00 U) (D U) 450 O 3.5' o O N M 1.5' MIN. �\ CD-1 N STORM II II (.0445 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 > � Q I- 440 440STORM PIPE 12-11 / / CD-1 _ > j GRADE Q U) PIPE 137 CD-2 \ 435 STORM ,2'50 / 435 PIPE 211 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' cq00 O It co It Nr- Lqd' O') C) O') a) 7O I� MM O (o I� 00 O 000 Lo co M cv) 00 c' M m (.0I O O � LC) Ln � L Cfl � Lo L6 � Lo N Lo Lo Lo co Cfl M c,� N tC) MIS O d O � N � d It (\I � O � It 00 c,.� (0 00 co N co r- N N co I` N M d'Ln d d-Lo 't d It 't d'Lo lt It d co -' It co It 't d It NtIt d NtM It Nt It NtM d•N It � N It 0 50 PROFILE SCALE 0 c N N U c 0 O L N 0 0 a Q a c m 0 a) ro D a� 0 L N r m Q 0 0 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 I c 0 Q co r__ aFr; ti + cV M o CD Lo M O Lo In + L + 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 w W com -2 00 PROPOSED GRADE CD-1 455 0 455 L6O 0 3.5' 00 0 > < - - \ 3 MIN. 0o M O / \ 450 / / 450 1.5' / / \ / SANITARY Q U) W / / STORM PIPE 35-34 I j / \ ER225 8" CLASS 52 DIP 445 - - / CD-1 � WATER LINE STORM PIPE 415 445 2g .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 mod- o Lo Lo 0) Lo O) N 00 � N It ti 00 (.0 ch CO N 7 (.0 p � N d- " � r 't 'I l� Lo d � O Lo Lo p Lo � Lo co d � M f-- d' r �� Lo d' N Lo Lo N L() Ln Lo L6 00 Lf) Lo It 00 u') � Lo Lo d -' d- d � d' �Ar CUNT W. 101) SWFIFLETT} 0 + L1C. I� . S4J 0 /I/ 6/ 2020 sty s �+r M >_ C) � OV N N = > E E W W '>" U w awo� 0 U. n w O ,1 a_jUc z o_ J - L' i W p,� O (7) C `' - a (� W N H 3:O�x U oQ �" w o N > Z O �v Ln U) O N � W � M d � 00 J %D I- o' O O O 0 w > w w = a U 0 a z O U) DATE 416120 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 �/1/ \/ /� / -/_ \/..4.I i 4\ � gI /I I ► I _\4 IISI \ I I teI ^ \II I II II _%I \II` S- I \ II I II --er\II -I IIh-���\\I Q�II jI5I� \rn�III \ \ \\�I II \- \ \\\ \ \\ O \ I �_I�D� - S�I(O $` I- - -1}�- - I -iI-I II I ' -I I III I / 1 -I i -_II _ �- _ II -I / �sIII I� /I / / '-� :- \ 1\ \- `,\�\ \ \- \ \ \ \ \\ \ \\I\ \\ _\��\s\\\ \ \ �\ \\I \C �\I''1 1 \ \\ \I\ S \ O _ I \t\\�Q\\I\S 1\ \ g\ \ \ \ 1\ �Ic\IS� sI \ \ \\\ ��\\I\\I\ '�1 n,\\ t\\ I \\\\ \ \\\ \G \\ \ \\ \ \\ \1\ \\ �\/G\\ P \ \ \ \r-1 \ \� \\\ �-\1\5\ \\ \�I G\ T \ \ \\ \\ \\ .\ \ - \\ \ \\\ \ \\-\\ \ -\ \ \\/\ \\'\ \ \\\ I V\1 � I \ \I \ 1 1 1\ \ 1 1 \ \\\\1 , 7\ 1 \\ 4`1 \16\ \\ 1\\\\ 1 \ \ \\\ \\ \°\\\ \�\ 1I\I\\ \\\\I \ \ 4\\ I\\ \ ° 5\\ \\\ \ 8\ I\\ I I I \\\ I \\\ \\\\1 \ \\ \\\\\ \ \II\\I\\\\\\\\\\ �\\�\ \I\\ \ \\�I \\\\\\ \ \ \\I�\\ \\\\\\ \ \\\ \ I \ \►I\\ \ \\\ \\ \\1\\\ \ \\\\\ \\\\ 1 \\ I \\\ \\\\\\\I\I \\\\\\ \\ \ \ II \\ \\\\ \ \\ \ I \\\\\\\ \ \ \\\\\\ \ \ \\\\ II \ �\ \\ \ I\\\ \I I\ \ \\ \I I\ II \ I\ \\\\\ \ �\1\\\ 1 \\ \\\ 1\1 \\\II\ \ \\ \ \ \\-\ I I I \\ 1 \ \1\ \\I\I\\ \\\ 1;1 �I I\ \\\ \ \1\ -twoz PL) Y���D- UGT U6T- UG\ \\ \1 \ \\ \ _ \\, \\\\ \\ \ OW \O L -UGcAL 045 - O\ J 77\ 6\ cs0 0 `5- 1 1 w JJ� JJ Lu -9K' co No O \\ 460 w Q 460447 459 O W m ���w QL- \ \\ \\ 1IOI\ Q\�sI \ 1 I II Iy b\I e \ hv\ 1 O ,°O 1 \\\b\ \ �O\�\ffy��\ \� \\_ \\\"�`�! \1 �\II \ I \�\II \OI �I�,° \ \,,\cfi�Js I �\ Q ° •mo4\oO 44'4\4\a5 \ \q \\ \` \ .\. \\ \ \ °�6\\\ \ �\�,\g �II44I 7-4DI 4�8 444�D�S444-1�63 ,' II IWI l I\ I I I I I II II \ 1 / I/ I / �-S-�- -ROA\-�D\\ \2 �\ \`°\\I \-\\\ -\\ -\ \ \\\\ - \.\\ \\ \ \ \\-\_ ---_\ --4-/ / 5_6__ \_ - °- _ vA 4-\4S44p 55$464 v \•\ �\�h�Op' L \\ _ -\ \-\°- � ,\ _ �--h_,` \c\°5� ` x ''�-� z'�oLn - , _ 4A54-�7/5�S e4/ �`iS//o S $4/ l �I /p l/ I 11 // II pl,I� l l / /�/// l ll/ l / II l/l l // // l / //odl //l// °//lI /l / 1// I/I I I1 l // /// 1 //I / l /// I llI/Il1II ll�llI1I l I / / /l I IIIII I / /l/l//l /II I I / / /l � 1I/ll lI I l/I /,l /ll I lI l �/lI / ll l I�l /1lII /I IIl / I/ /// /1 l 1// / I/ I Il/I I Il // I/l I//IlI( I1/ // I l Il / III 11 1ll/ ,� / �/111/ 1/ IIIl 1l/ /1//I II I1 /I/1I I //I1 II /l I I II Il // I1/I 1I/// lI'I I1 ,// ,I III/lIl/ / I / ,I ,Il/I /I I / /I/II I / I /II� I/,II l ,1 / /II/ I I II /, II II � /II I 1II I ii I I i I // Il � I I � // I/ IIi/ IIII // /II l//I��II I/I / I I /I I l�i // I /I I I lI I//, I // ,I Ij//I/l/I /I / I/I // I l/Il/I// I///II// I /// I / I// l/ // /l/I /I/Il/,/ I %/////Il/l///II/ I /% I / I/l / / /lI I /I l////�l // //l /ll / /,/ //I/ I //l /,l //I// /I/ / I I ,/ ////I // I /I I/// �II // //,/ I //I /I //� / / l/I, 1 // I/, / 1�`//I ///Ij/// /II �, /il ,/1// l, / I //// , 111 1//� / 1l//II /, /II / II//,l I /II ////�//5�, I/I I • // ,I/ /� II // // / i // /, / /�I I// II/I //�//I /I I I/II � I /i/'i � IIiI -/ � Pi i3l gl I/ 15 " mi1P�\I ° /Q /ll' OO(V� O O C)\ 0U s 'O 54544458 U -- ----- W o Lol � SAN o°°_ 00�°\4 455 2 -fad- 0 0_o o/ _0�o o° °/ o\° o o � o 91 0 o JOB NO./ CD1 \LN.L I I I I I I i ° \4d\ \� \ \ \ \ \ \\ \ �v \ I / ( l c9 _ \ _ l l l / // I I I I I I I I o /40919 \\\\ \\-- \ \\oo\ \\ \ \\ \ \ \\ \ m /l l 1 J_ - �SIS O ��O /j/ ,l IIII// �/ jl II /IIII /, I I I I I I //�/ � / / / // °� lSHEET NO. sx / /1.36 C8.03 \ \ \ \ .� / A- 4L/ 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 o LOW POINT STA = 10+30.00 LOW POINT STA = 10+76.10 Z oo LOW POINT ELEV = 432.64 LOW POINT ELEV = 434.08 ++ BVCS = 10+20.00 BVCS = 10+76.10 C BVCE = 432.74 BVCE = 434.08 a0 EVCS = 10+50.00 EVCS = 11 +23.90 465 � � EVCE = 433.04 EVCE = 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� C) N N 00 N 00 d HIGH POINT ELEV = 459.52 H M L0 STOPPING SIGHT DISTANCE = 742 Z 4 dam- W � � BVCS = 15+02.52 N + i BVCE = 455.00 EVCS = 16+03.48 C ¢O = � 00> II > EVCE = 459.52 (n U ao U W (n O O C\I co II ROAD 1 INTERSECTION W STA 13+46.20 _I W 465 O O W O W O+ _ 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 co co (D cf) / 8" CLASS 52 DIP O / WATER LINE 445 O �0�6°�° 445 Ln O O / 00 > / C7 / 440 O M 440 0 II / II / H J 3.5' / cn W MIN. 435 > > \ 435 Qc Opo1oLo / .�.00% • / CD-2 / / EXISTING / / \ GRADE 430 430 / 425 / 425 SANITARY STORM PIPE 6-5 PIPE 119 420 420 ti d oc) rO O ML(j N NC) O 00 00 .t N0-) CO Md- d O70) N Lf)� O �00 00 NN Lo ISM 00 OOM 00 d'M N 00M N ML6 co COS co N6 cocoM M oN It (0,4 "t N� � 't 006 � It NN In U-)4 u') Lo 00� LC) o6 Cfl Cfl � ItC'M 't co It lt M It It It It It It It It 't d- Nt 't It It Lo It It Lo d' Lo 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 e- lr4i t, SWFFLETT40 • . Llc. N #J O At b/ 2020 M >_ C)Q N V N � C > E E W W U a) awo� 0 U. n w O ,1 a_jU0 z o_ J - Lri w O rn a rj (� W H 5x �Ocn U Ln 0 Q � W w cN Z O �vQ� Ln O N � W � M a� CO J tD � vi O O O F_ 0 w > w w = a a z O DATE 4/6/20 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE • AS SHOWN • 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. Q Lo \ • vLrnn \ \ \ r �++�rI ��4/ s 2 / IJ II1I I 1 I1 I I II 1I I l I 'I1 I I l I 1 1 Il I1I I I lI I II 1 �l\I I1 I 1 1 lI1 I 1I 1 1/ 1 I X 0\ CD d /40q. \ \9\\ \ 1O 'i-- °I 439 Nd\ O 1 j °\ ID \ \ \\\\ \\\ \ \\ \\ \\\\ \\\ \ \\ \ \\\ \\\\\ \\ \ \ \ \ \\\ \\\ \\\ \\\ \ \ \\ \\\\\\\ \\\ \ \\ \ \ \\ \\\ \1 \ 1\ \ \ \\\ \\\\ \\ \ \\1 \\\ \\\ \\\ \\\ I -I 1 1 440 o M I M I I e 1 co I II I I \\ \\ \\ \ N � � I I � / / . \ \¢ S(�'d• I I I I I \ \ \ \ 1 \ 1 \ \ \ b \ \ \ \ \ \ l\\ 1�0 o W L0f I SoszLs9 \\ 6 / I I I I I \ 1 \ 1 I I I \ I I \ \ \ \ \\ \ \ Q �^ \ \ \ \ qq \\ \ \ \ \ O o 1 1 \ + v, \ \ \ \\\\\\d\\ \\ \ \\\\\ \\ \\ II I I III II \ \ rn N \ . / _ � S/ I I 1 \ I II I \ \ I 9 / / 1 i� \/ o I I I ° a' i 1 O � / / / ' I I 111 1 11 I \ \ \ I 1 \ I I I I � I Ill _III \ \ \ \ \ \ \ \ \ \ \ � > \ ` \ \ \ \ \ \ \ \ ` \\ \, o I I I \ \ \ \ \ \ I 43 / M w \ \\\ \ \�\ \ \ \ \ \ I / /\\\ \\\\ \\ \ \ J \\ \ \\ \ 414.7\ \ 1 1 1 I b / I I 1 \ S \\\IIII \ \\ \ \` \\; \° \ \\ \ \ \ \ \ 1 I r° , I I I \ \ \ \ \ , i / o \ , I , 1 c� / / \ \ \ \ \ \\\ ,, I 1 I I / I \ \ \ \ \ \ \ Q \ \o o W O \ \\ I \ \ \ / • � / / / / 1 / \ \ I \ \ \ I / +\�' I I ` \ S! / / I 1 1 I / \ I I I I II \ \ \ \ \ \ m \ \\ \\\\ ` III \ . � \ � / d' \ r S / / / I 1 1 I I I I II \ \ \ , o \ a r I I \ � 9 I / / , I , I , I , , \ \ \ \ 438 / Lu \\\\\\\\\ \ \ \ \\\\ \\\ \\\\\\ \\\ \\ \ \\ \ \\\\ 1\\\\\\ \\1\ \\ �\\ \\I\ 1\11\71\1�\\\ 1 \p1 •1\'�\ 7\1 \�\1 \`\j\ \\,,\\\ \ \\ \\\ \ \ \\ \\\\\ \\ \ \\ \ \\ / \ 1 `l\I I II I\l�f \ q \ I \I� III II !I / /�II I \ // / �IIQII I II II /11II I II � \ I \i \\ \ \ \ \ \\ \ \\\ \ \ \ \\ \\ \\\ \ \ \ e lZ+ ° N \ \ \ St »'44'S Ssz �\ 458 ♦o AS�\ ho i DA.S /l / / / ,// / /1 I II/ / I IIII /II I 1I II III I II 1 I lI I// / / //l 1 i/ // //I/II/ll/ IlI /l/ lI / /I II /I I IIIII II IIIII I I I �1 \ 1 II�I 1 \ \ �\ OOLLo \ QIo Q o \ UW \ \ \ \ \ \ \ \ \ \ \ I X 1 \ \\ \ \ \ \ \� \ \\\ \ \ 1 1 \\ \ \ \ 1 I I \ ` 1/ / � ` \ \ \ Lr \ c9 \ / � / m •` \ \ \ \ \ � \ G/ `� � � S\ " / �� / I � / 1 \ \ i; \ ;I \ \ \ \ \ \\ \\ \ \ \\ \ \ \ \ \ \ d \ \ 1 I \oILL- \ \ / , \ \ o \ d •/\ 455 / 414 �� 1 \ \ 436 / \ \ \\ \ �h i / IIII// IIII / IIIII I IIIIId 1\ \\ \\\ �Q'\ \IIII 180'151I Q��Q� d \ \ \ A II \ \\ \ \ \ \ \ \\ \\ \\\ \\\\\ \\\\\\\\\\\\\\\\\1\\\I�IIII°III I III /// // \ 11 \ \\\\\-->y're-dM' / I I I I I \ 1 1 I \ 1 1 I I 1 I I � I I°�{ I � / / / p \ ` \ \ \ ` \ � \ \ \ \ D� • ,• ••-` i 1 1 I I YI / c� •" '� 1 W, T 1 I I 1 I 11 I I I Q I / / / \\ \ \ O \ ," • \ ! . / / / / / / , / / / / l I�l I I \ \ \ \ \ i Fli IN \ � � \ � o , � • ., ' " ,r • / � \� O / R / / , / \ \ `� o \ \ \ \ \ cfl \ \ L+ / / / I Id I / / / 4152/ / / l I \�`5 1 1 \ ° I I " ' . ` \ \ AN Y 1 I I / / % / 1 I '- \ N \ � AN � d• _ � / / / / / / / / / / r / / I I \ Q I " ® d d \ \ \ 10 00 �10 Lo / / / / / / I I I I I o / / / / / I I I I � o M • d. � h � /\ h \ \mow, i / , / / p / / / / � / / � � � � �� , � /, / /, / � / / / / , / I I - / / / / / / / � I I 1 i I \ ` / I I I y f • 3`3 0 c+� �-j, , � ri. pro / . �,, pCI- �Y• _ i i i i / , i / /, �� / / / / I III / y I o If l / / / l / l I IIIIII o O ° I I JOB NO. ° 'i // '/ // // // ,/ // /, / / / , , / // /0%/ /// // / l / // / l / /1/�II///II//l / , O / // / / / / / / // I/ 1 I I I, I II II II `gin�- 9 ' y�" >,1►I',i',',ter I 430 / � , / l / l / l / / // / l I / - \ \ ` \\\ \ \ \ \ - / // / ,�/ / / / // / / , i� � �� /�� / // __ _ _/ / Io I Itoo I o II 40919 445 (ol o440 / // / // // / / //// / / / ///// / // //�////// // �o% , / // / I / // // / / II I II II o �o-i r •I" " \� I �/I, , I SHEET NO. O)O 425 o / °C0.04 711 o I II �A111� ma -O -0Of O C7 m cn z O 0 c O N 0-o D C� 3 U) zN O � a g x w � o 0 0-4-: o .3 a a�' ) Y U) � � N U � x a) o a) U w ;v N a) � � `o E Z cu U N O �0 �:2 �U O N O O U i U) N O � U Q o U a) � .E ma -O -0Of O C7 m cn z O 0 c O N 0-o D C� 3 U) zN O � a g x w � o 0 0-4-: o .3 a a�' ) Y U) � � N U � x a) o a) U w ;v N a) � � `o E Z cu U N O �0 �:2 �U O N O O U i U) N O � U Q o U a) � .E a co (0 0 U) CL Lo 0 N O N c 0 0 IL / \ Z� -O \ p\ \ \ . i — / BU R G ROgp = �. N 0 p�YGN°I L — i ' N i — d — — 1 — I TH 0p ff BRUCE W S D JR. 'Z U Lie. 56612 ti SSIONAL G Q M E 0 O N N N C > E Lu LL o U. 0 < i o z w;�-�; O d > N d (� Lu V 3: o�, X U W oQ �LL o ,j. 2 C N Z > Ln 0 H C Lr) H rn o N W cl� M a d- 00 J O W ii "I �' BLOCK 12 / / J-2- � vi / BLOCK 11 a I o H-2' BLOCK 9 o w BLOCK 2 / / u / V a o Q o J-3 1 �� 0 0 / 1 ^U) DATE o — �1 > J-4 P-5 �i O / 312312020 DRAWN BY El V J-6 H-3 P-6 - A. CHIODINI BLOCK 10 J-5 1^0 _ - �� — Q/ / / ,-H-4 P 9 ?_$ _ -� LJ _ ` DESIGNED BY S. HARVEY CHECKED BY I - - _ o - - B. STRICKLAND — — �— — — • • SCALE RNUT LAN — 1 \ N.T.S. — _ — —_j _ 1 ,1 0 / �J U —1 \ �� </ �_ �� I I \ O 4 �I U • i v� BLOCK 8 H-5�FLu 13 L"-'- C N I (D y //� �. ODI' �./ �✓ / n x� J-s 41 \�\ / \ -4 pi f / 1Lq ' / - LP— L / / / _ i / / / /f �� / ------ m-----HgRTO Q / (1 _ - FUTURE / n - ----- -17 ,� Cv / II —i �� \ vfo RESIDENTIAL / \ \\ I W Q J-10 ' ,, / o v V / n CC J UNITS\\ U I � G Z A w LU *100 BLOCK 1 �,�� � ��% / n u- < 0 \ `� )� I I J 11 ! Q BLOCK 5 H_s 1 ' O i � p BLOCK 3 \ - - 1 - z \ i U - w >- / Gp \ C i \V o 0o3: / AW , �w�O 0- \ O / .. / J-12 _ J-1�> BLOCK 4 J-13\, Q / % c� BLOCK 6 - \ / n \ � /9 P-26 J-14 oG J Q \ / / 0-1� / \\ - 1c, // \� \\� H-7 / / � O BLOCK 7 cn PIPE LEGEND \ — O — / \ JOB NO. � � \ \ / NEW PIPE 40919 EXISTING PIPE SHEET NO. / �o / 7 \ C9.00 / / 0 U C d 0 co co 0 n 3 O_ T a 0 co r a C cu 0 0 3 C L N U co a 0 N 0 N rn M 0 0 LD a U a) 2 d 0 N DESIGN CRITERIA • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12/19/2019. THE FLOW TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA • •• AVERAGE RES DDAILY ENT DEMANDS - RESIDENTIAL ASDS: ••• FLOW FACTOR = 400 GPD / UNIT ••• DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.28 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK 3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 6.11 GPM AT J-11 to BLOCK 4: ••• RESIDENTIAL UNITS = 10 ••• AVERAGE DAILY DEMAND = 2.78 GPM AT J-12 • :•• BLOCK 5: RESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 19.72 GPM AT J-16 • : BLOCK 6: •• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.67 GPM AT J-11 •• BLOCK 7: ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.67 GPM AT J-14 • : BLOCK 8: •• RESIDENTIAL UNITS ••• AVERAGE DAILY DEMAND = 1.39 GPM AT J-8 to BLOCKS 9-11: ••• MIDRISE APARTMENTS = 69 UNITS •••• FLOW FACTOR = 250 GPD / UNIT •••• TOTAL DEMAND = 17,250 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 11.98 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 300 GPD / UNIT •••• TOTAL DEMAND = 9,600 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.67 GPM ••• STUDIO APARTMENTS = 32 UNITS •••• FLOW FACTOR = 100 GPD / UNIT •••• TOTAL DEMAND = 3,200 GPD •••• DURATION = 24 HOURS • .••• AVERAGE DAILY DEMAND = 2.22 GPM BREEZEWAY UNITS = 116 UNITS •••• FLOW FACTOR = 250 GPD / UNIT •••• TOTAL DEMAND = 29,000 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 20.14 GPM ••••• AVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (41.01 GPM) AND SPLIT EVENLY (13.67 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 •• BLOCK 12: ••• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 150 GPD / UNIT •••• TOTAL DEMAND = 2,250 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 1.56 GPM AT J-2 ••• TWO BEDROOM RESIDENTIAL UNITS = 65 •••• FLOW FACTOR = 250 GPD / UNIT •••• TOTAL DEMAND = 16,250 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 11.28 GPM AT J-2 ••• COMMERCIAL KITCHEN = 5,000 SF •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 6.94 GPM AT J-2 ••• RETAIL SPACE = 5,000 SF •••• FLOW FACTOR = 250 GPD / 1,000 SF •••• TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 1.74 P *00 PHA LEASING AND COMMUNITY SPACE 3,200 SF •••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 •• FUTURE RESIDENTIAL UNITS ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 69.44 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 69.44 GPM AT J-15 • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • THE MINIMUM NEEDED FIRE FLOW IS UNKNOWN AT THIS TIME. AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED WHICH SHOWS THE CALCULATED FLOW FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. THE ALBEMARLE COUNTY DEPARTMENT OF FIRE AND RESCUE SHALL DETERMINE THE ADEQUACY OF THE AVAILABLE FIRE FLOW RESULTS. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE STORAGE CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 HYDRANT FLOW TEST Test Date: 12/19/2019 Test Time: 10:00 a.m. 60 Static Pressure: 62 PSI ` Residual Pressure: 59 PSI Observed Flow: 1,313 GPM Note: Flow test results were provided 50 by Albemarle County Service Authority. i i 40 - m IL 30 Observed Flow ` - -Projected Flow 20 DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed. The 10 variability of the water system due to changes in usage, demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be exacting. Projected flow beyond the observed flow is onl an estimation. 0 0 1,000 2,000 3,000 4,000 5,000 6,000 Flow (GPM) 301 I '"�Legend r ACSA Hydrant ... ., - - , d a� . 'I• ._ _I + �. lir• 'I II - \ _ nService. Ownership 11 _ I y I = _1 _ I -_ r • r Not In Service. ACSA Owned I • , cis Not In Service. Private Ownershi �' •III r~ ��' ♦ In Service, Private Ownership 0 In Service, ACSA Owned �c I P r . j r Static Residual Hydrant / rr ACSA Fire Line r: r I i WSA Water Main tility Type p' I 2031 203 / - Potable Water � Raw Water I J _ I I (• t f r' r o Flow ? - 203 , F J~ , • r /i���2 ' r r I �' �e9q � � I },� � � N(1 i ICJ { I• � rr � �_- i• h � _ ilt . w t mt lre: aid a�;wrp nerve+amOftrteoayt?Au,.n+a-ata,m iajar 9on.'g - . I 1 4ya+l end rafaenw laAtlm aHy.YT,s prMocrtstpteMr,drO terM!y «r+Y use• lorP•amrwY..\. ■����1�� {P� t p(imrq x+a 9>"wu Ritmes..the Y9lR.�a Ite[ C4-4M14Yed to rye +carart , r ,, , --T'"'- "�olnir nQ yya un.ea a oPoQ�p y a ry aro aanaoeyf r+r _ s ; a .,,.�r �d�.n '' S&V Authority , QNI(tt :.-dab dmMaNMr%{m falptjrWMod dYrf.�.__- 110, boa waPropnyef •, - r J' 4-�: r; f FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 ELEVATION (FT) 487.0 490.2 492.1 476.7 470.4 460.3 456.0 440.9 441.9 437.0 423.8 431.0 434.0 457.7 461.8 453.1 452.0 499.4 491 A 472.3 450.7 443.5 429.1 452.7 446.E STATIC 67.3 65.9 65.1 71.8 74.5 78.9 80.7 87.3 86.8 89.0 94.6 91.5 90.2 80.0 78.2 82.0 82.4 62.0 65.4 73.7 83.0 86.2 92.4 82.1 84.8 AVERAGE DAILY DEMAND (ADD) 66-9 65.4 64-5 71.1 73.7 78.1 79.9 86A 85.9 88.1 93.7 90.6 89.3 79.1 77.3 81.1 81-5 61.8 64-8 73.0 82.2 85.3 91-5 81.2 83.9 MAXIMUM DAILY DEMAND (MDD) 66-2 64.4 63.4 69.9 72.3 76.6 78.3 84.7 84.3 86.4 92.1 89.0 87.7 77.4 75.6 79.4 79.9 61.6 63.7 71.7 80.7 83.7 89.8 79.6 82.2 PEAK HOURLY DEMAND (PHD) 64.9 62.3 61.1 67.4 69.5 73.6 75.2 81.4 81.0 83.1 88.7 85.6 84.3 74.0 72.2 76.0 76.6 61.1 61.5 69.0 77.7 80.5 86.5 76.2 78.9 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 ELEVATION (FT) 499.4 491.4 472.3 450.7 443.5 429.1 452.7 446.6 AVAILABLE FIRE FLOW* 2,000 1,756 1,599 1,398 1,280 1,195 1,172 1,187 '`AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT A SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. FLOWAT H-1 WAS LIMITED TO 2,000 GPM. PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 399 8 P-2 281 8 P-3 94 8 P-4 84 8 PA 84 8 P-5 194 8 P-6 202 8 P-7 194 8 P-8 187 8 P-9 102 8 P-10 151 8 P-11 161 8 P-12 185 8 P -13 96 8 P-14 141 8 P-15 105 8 P-16 54 8 P-17 215 8 P-18 77 8 P-19 174 8 P-20 94 8 P-21 123 8 P-22 164 8 P-23 115 8 P-24 167 8 P-25 127 8 A', 39(pp. `7 SeMceAuthilbrity Hydrant Flow Date of Report 12/20/2019 s.rykQ6Co, " 3 cz:�� Test Report ,be SpomX,ra>savmvpv •n+y. �n inn p+'ul "rra•.,, r Location OLD LYNCHBURG RD I r Date and Time of Test 12/19/2019 10:00:00 AM I Minutes of Flow_ 7 - J J Pipe Size (Inches} 12 Pressure Hydrant 12032': ;: - - Static Pressure (psi) Residual Pressure (psi), ;. L..,Q20 Looped I�.�2�tMul)(P1 1D1 . F>ly�f� l�ts� 420 Single Flow tInkler Test Single Flow ' y ow HydrW9t, 12030 Pitot Pressgte #1(psi), 621 Yellow t irmt ter 1 1 113 JQw Hydrant #2 ) Pitot Pressure #2 (psi) ? Yellow 21i Test Flow 2 0 -. Flow Hydrant #3 Pitot Pressure 93 (psi) Yellow 31 13 Test Flow 3 0 ri Total Estimated Flow (gpm) 1313Li _ ,. AWWA Q20 Calculation (gpm) (S_yJhlSirscao iridcatesinsufficient pfessur e_Qiop v Cotitrnettt� . - _ , . • . , � n HydrBntsApned"al4thq Way; One pump running at Mosby Mountain pump station. - � �Iw�LtdpoNaC4dfwa ea eq.]Y WaWianQlWe4arudE 1gA91we^}Llfdpu[R��ad �IY,...,�%4•14.Jtihr!-nrasit nAP" l.;nm�SEoli9nPIS�tv�c�*��I4!7Ltx r. - - Estfmat' IjrtsutnPtlQd (gatY iSSW- .J J 55 rl�turel of ter r r_ _J 1_ �- .fir J. d _J . '.J 0 TH OF BRUCE W S D JR. Lic. 56612 1 SSIONALCs r) E 0 0 U V N N N � > E w Q) E LU Q o LL o r, wO ro_j IY Lu re) aj Vo0 w a > o N (3 W N X < � w = U > Q . c Lr) rn O N V d � tb J I'D F (n 0 U 0 0 w w U Q z 0 0 r Z 0 ►13 z 0 I- d U (n w 0 z O H (n w w H- Q 0 DATE 312312020 DRAWN BY A. CHIODINI DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N. T. S. UJ V Q cn J J J H, A w I � I z U) LU J > Q CLwz J Q OZU Jw H °° J LU Q 0 Q / O � LU z Q0 O = W � I.J_ LU C) U7 O v) U7 O °C w Q 1 1 D O U) JOB NO. 40919 SHEET NO. C9. 01 Y L_ 40919 SOUTHWOOD SEWER PROJECTED AVERAGE WASTEWATER FLOW I 'E -0 0 U m Q a a v N 0 N O N c 0 a 6 IL SANITARY SEWER HYDRAULIC ANALYSIS SIS SOUTHWOOD REDEVELOPMENT Project Number: Designed by: A. CHIODINI Project blame: Checked by: BW S Date: 5-Ma r-20 MH # FLOW DETERMINATION MGD PIPE RUN PIPE CAPACITY (FULL) ELEVATIONS _ y >, Std. Manning's "n": 0.013 PIPE RUN See "Predicted Average 0 2 '� Fall Manhole Peak Dia. Slope p DESCRIPTION From To Wastewater Flow" Table (This Incr. Total Peak. MGD CFS Vel. 0 a o - a s o o a m Upper (Pipe Lower MH Depth Sheet) Avg, Flow Length (FPS) 2 © a o > a (Inv. Out) Run) (Inv.. In) Top Factor (in.) (%) ri ft- 19 18 BLOCK 12 0.025 0.025 7.0 0.177 95.93 8 2.00% 1.11 1.71 5.6 16% 2.2 3.6 488.11 1.92 486.19 491.77 3.66 18 17 BLOCK 11 0.020 0,045 6,3 0.283 82.34 8 2.50% 1.24 1.92 6.3 23%6 2.6 4,4 486.09 2.06 484 03 491.T7 17 16 0,045 6,3 0.283 161.43 8 4.25% 1.61 2.50 8.2 18% 2.3 5.4 482.73 6.86 475.87 491.35 16 15 0,045 6.3 0.283 282.62 8 5.75% 1.88 2.91 9.5 15% 2.1 6.0 475.16 1 & 25 458.91 482.16 15 14 0.045 6.3 0.283 1"64 8 2.25% 1,17 1.82 5.9 24% 2.7 4.3 458.71 3.70 455. 01 468.02 14 13 BLOCK 9 0.020 0.065 5.9 0.380 157.28 8 1.50% 0.96 1.48 4.8 40% 3.5 4.0 454.81 2.36 452.45 462.31 7.50 13 12 0.065 5.9 0.380 135.95 8 1.50% 0.96 1.48 4.8 40% 3.5 4.0 447.35 2.04 445.31 457.86 10.51 10 9 11 1 BLOCK 10 10 1/6 FUTURE DEVELOP =11181S 19:3 0. 033 0. O 8 5. 5.6 0,471 2 0. 618 I 265 23 8 2.00% I 11.11 1.71 5.6 I 56% 4.3 5. 0 I 444.70 5, 30 49. 40 453.78 I 9.08 0.002 6.95 0.120 5.2 0.626 I 133.68 8 1.50%I 0.96 1.48 4.8 I 65% 4.07 4.5 5.5 I 432.44 2.01 430.43 442.60 I 016 43 42 1/2 BLOCK 5 0.014 0.014 7.8 0.111 188.30 8 3.00% 1.36 2.10 6.9 8% 1.5 3.6 450.36 5.65 444.71 457.73 7.37 42 41 0.014 T8 0.111 215.10 8 3.50% 1,46 2.27 T4 8% 1.5 3.8 444,51 7.53 436.98 451.24 6.73 41 9 0.014 7.8 0.111 63.75 8 6.50% 2,00 3.09 10.1 6% 1.3 4.8 436.78 4.14 432.64 443.68 6.90 7 BLOCK 3 0,009 0,143 5.1 0,722 100.29 8 1.00% 0,78 1.21 4.0 6,1 3, 9 430.23 1.00 429.23 438.87 6 0.143 5.1 0,722 126.32 8 2.25% 1.17 1.82 5,9 62% 4.5 5,5 429.03 2.84 426.19 436.28 BLOCK 7 8. 116 FUTURE 35 34 0.036 0.036 6.6 0.235 73.32 8 1.50% 0.96 1.48 4,8 24% 2.7 3, 5 450.85 1.10 449,75 459.36 8.51 DEVELOPMENT 34 33 0, 036 6, 6 O. 235 98.36 8 4.50% 1.66 2.57 8A 14% 2.0 5,2 449.55 4,43 445.12 456.00 6.45 33 32 0, 036 6.6 0.235 81.59 8 5.00% 1,75 2.71 8.8 13% 2.0 5.4 444.92 4.08 440.84 450.91 5.99 32 31 O. 036 66 0.235 138.40 8 3.50% 1.46 2.27 7.4 16% 2.2 4.8 438.50 4, 84 433,66 445.66 7.16 31 6 O. 036 6.6 0, 235 186.48 8 3.50% 1.46 2.27 7.4 16% 2.2 4,8 430.66 6,53 424,13 439.61 6 5 112 BLOCK 5 0.014 0.193 4.8 0.922 1 102.84 8 1.50%0 1 0.96 1.48 4.8 6.3 4.8 1 420.05 1.64 418.51 433.17 1 13.12 5 4 0.193 48 O. 922 281.91 8 1. 00% O. 78 1.21 4 A I 8.0 4.1 418.29 2,82 415.47 425.31 7.02 24 23 BLOCK 4 0.004 0.004 9.9 0.040 233.64 8 2.61 % 1,26 1.96 6.4 23 22 0,004 R 9 0,040 77.78 8 3.44% 1,45 2.25 7.3 22 21 0,004 9,9 0,040 77.78 8 3.17% 1.39 2,16 TO 21 4 0.004 9,9 0.040 79.90 8 2.45% 1.23 1.90 6.2 4 3 2 REMARKS SOUTHWOOD REDEVELOPMENT I / / - BLOCK 3 TYPE UNITS GPDIUNIT FLOW (GPD) RESIDENTIAL UNIT 22 400 8,800 BLOCK 3 TOTAL 8,800 BLOCK 4 \ 1 I 1 TYPE UNITS GPDIUNIT FLOW (GPD) RESIDENTIAL UNIT 10 1 400 4,000 BLOCK 4 TOTAL 4,000 I BLOCK 5 \ TYPE UNITS GPDIUNIT FLOW (GPD) \ RESIDENTIAL UNIT 71 400 28,400 BLOCK 5 TOTAL 28,400 \ BLOCK 6 TYPE UNITS GPDIUNIT FLOW (GPD) \ / RESIDENTIAL UNIT 6 400 2,400 \ / BLOCK 6 TOTAL 2,400 \ \ \ BLOCK 7 \ TYPE UNITS GPDIUNIT FLOW (GPD) RESIDENTIAL UNIT 6 400 2,400 BLOCK 7 TOTAL 2,400 BLOCK 8 \ TYPE UNITS I GPDIUNIT FLOW (GPD) RESIDENTIAL UNIT 5 1 400 2,000 I I BLOCK 8 TOTAL 1 2.000 \ BLOCK 9-11 \ \ \ TYPE UNITS GPDIUNIT FLOW (GPD) \ \ MIDRISE APARTMENTS 69 250 17,250 TYPE UNITS GPDIUNIT FLOW (GPD) TOWNHOMES 32 300 9,600 TYPE UNITS GPDIUNIT FLOW (GPD)- STUDIO APARTMENTS 32 100 3,200 - - - - - - - - TYPE UNITS GPDIUNIT FLOW GPD BREEZEWAY UNITS 116 250 29,000 BLOCK 9-11 TOTAL 59,050 "NOTE: BLOCK 9-11 DEMANDS SPLIT EVENLY OVER BLOCKS 9, 10, AND 11 \ / BLOCK 12 \ TYPE UNITS GPDIUNIT FLOW (GPD) \ \ \ 1-BEDROOM UNITS 15 150 2,250 TYPE UNITS GPDIUNIT FLOW (GPD) \ 2-BEDROOM UNITS 65 250 16.250 TYPE SQUARE FT GPD/SO FT FLOW (GPD) 1 1 COMMERCIAL KITCHEN 5,000 1 5,000 I TYPE SQUARE FT GPDI 1000 SO FT FLOW (GPD) I � RETAIL 5,000 250 1,250 I TYPE SQUARE FT GPDI 1000 SO FT FLOW (GPD)- PHA LEASING AND COMMUNITY 3,200 175 560 _ L �- BLOCK 12 TOTAL 25,310- FUTURE DEVELOPMENT TYPE UNITS GPDIUNIT FLOW (GPD) J ----- ---------- __--,(��� FUTURE RESIDENTIAL UNITS 504 400 200,000 _ \ / ` / T TOTAL FUTURE DEVELOPMENT 200,000 ` - -_ - - I OLD LYNCHBURG ROAD --\ \-- --\ \o \ BLOCK 2 / O \ \ i / Y/''r �/i ' / � / / >- / - -"- � /-- �fi�- 1�/� T- �� �C'l�P>-��i i .�' � / / '��/jam/ /�y` / �� `L, J/ G/ = !T OJ IPA 1� T� / r T ^�T7 / / Ow O // \ \\ co '\\NUN O ) II1�1 I I 11 Jill ° �'/ii i % // �l / I �� /'� - - - - - _ �I 1 / / / \� / / \ �\ _ / 0 X 0 � i - /14==J -15__ \ 3 BLOCK €} 0.002 0.199 4.8 0.947 56.73 8 1.00% O. 78 1.21 4.0 8.0 4.2 412.79 0.57 412.22 421.06 8.27 a o _ 1 / s S , '/ '/ 488 490 0 2 0.199 4,8 0,947 174.87 8 5.25ID 1.79 2.78 9.1 53l0 4.1 8.1 412.02 9.18 402.84 419.14 7.12 //I 1 f I / / /// / / / 12 \ \ \ \ \ \ 4fisv�r _ / /486 - - - 1111 1 I I I/III 1 / / I / l I \ \ \ \ \ \ \ '468 470 \ - �484 / I \ 472�474 476 478'-480 482-� -- o Q3.8I I I I I 1 I I ' I I / f \ �\ \ \ \ \ _ 'R���� 1 0.199 4.8 0.947 47.42 8 7.0010 2, 07 3, 21 10. 5 46 l0 402.64 408.51 5.87 I I 1 I- 0 0 0II\ \ �\ \\�1 1 11� I I I 1 i4 11 _ _ _ _ _ / / I \ \ \ \ \ \ \ �• \ / // / / ! )\�`� \ `� _ '- /- - 1-1 00 0 0 / //- -_° ° 0 010 /\-\\--__C�i /��• \�`l/ // \ '_ TI EAIUTlLAN� \°0 / ' Ro x,' 0 OHP I -- AN- 0 0 OH 0 \\ J / <\ \ ° O/// // 4Q i' - \ I � \\ �< ? i \ I\I \\ a, - I a \✓ /--'\�. 'ate ) / // X 010_ J „V 0 _ o% 0 O 0 0 JI/ 1 _--- - _ ►o� 1 ��\ / / ° o 0 0 0\ o 0 0 0 0 / /,��/ / /�/ //I 1 / /a / _ - // / /f1 /. �- _-- _-_ \ �/ - 1 l loll / f - '%/ /i / o / I 438 - - / / J���/ / / / / / i \ y -!'I I \� - 1\ I 0UA \ - (/% / �/ / ✓ / - _ -v MCA/ I �� ' ors` � � / / 0 ° I1 I / 1 1 \ \ HKIf�TbN�DRI E r Lam/ �\\\ / _'o o r I11 I\ 1 / _ / , ' �/ _ �'//\� / I - J I V 1 / / / / / / / 1 1 �///1 \ \ \ / /// /// / / 0 / I_� Of 10 l l \ l �� / / , i / / /\ - ' / / i ' _ - / _ 1p 1 / / / / , 7�% 1��' , / /.✓",i' / \- - - //- \- ' / \ f // 42 TUBE ° o/ RESIDENTIALo - , 11_=_�3 UNITS o / o o / � / 1 \ �\ � \ I I I I 1 23 / /\ / \ l *0 / / / - � l l % , 1 \ I \ 1 / ^\ ) \ )Q 1 I \\ I \\\ \ \\ am _ \ LYWK i 57 \ \\\\\ \ ,moo \ /�(II 1 \ \ \\ \\ I S /// B VY ri \\ / ` ' I \ - R� 1 I I 1 l l I 1 / II 11 �� I / I I S 35 // ///i// ///,� _ = \\ \ \ \lo /J \ �9 \ o o \ \ \ \ \ \ \ \ 1 1 1 I \ \ \\ \ \ / Ill /lIlll �/ / I I \ _ _ '/ /�//i i, /,/ ,�// / / \\\ I ! � \ �\ \\ � \ \ \�\\ \\ \\\\ ` ��`-�/�%i 111 /l//ll � 1 � I 1 � _ -� i � / i � i// � /f / \\\ \ \ I11P // / �� - \ . \ \\ \�d o \ \ \\ \ \ \ \ \ \ �_� ��\� �< '/,/ //�/ ///i \ IIII111 11 I I 1 (l \ \ / ' / j /��%/%� ��i �ij /////,/ / /�//�j,/// /i jam/ //j//r / // // / / // / / \ \ \ - �\ -�� /// / �11 \ _ /ice%� / / i / i / / / �\\�\ I � '/� •\�� \ \ \ \ �\ \ \b�\ \\\ \�\� \� _ � ������--;==ice/�\\ \\\\\`\\\1\\ �`� - _ , =�ii/�a��/i/i/r� ��� ��/r i /1 / �/ //� \�\\\\\ III -�^\\ \I \\\\\\\\\ // //' /� �/� / j /�i��/ice <-_-_ /// // / 1 / / / / / \\\\ o \ \ \\\ \ � \ l - 3% 1.0 2.5 426.49 6.10 420.39 430.01 3.52 3% 0,9 2.8 420.29 2.68 417.61 421.91 1.62 3% 0.9 2.7 417.52 2,47 415,05 419.14 1.62 3% 1.0 2.5 414.95 1.96 412.99 416.57 1.62 LIN TH OP BRUCE W S D JR.'Z Lic. 56612 � 3/2020 1 eojALG M E 0 N 0 N N c > E w E W U � � a F" LL o 0 U. i r\ w O (O 1 Q� UJ L M Q< J U co Lu Jce - vj M d >p N N O x �W 6� c U j Ln F_ a - c V^ rn N rn o- d- 00 J �� Z O d U V) w 0 Z O V) w fY w Q DATE 312312020 DRAWN BY A. CHIODINI DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE NTS LU V J J H4 V) > 14 � J z z Q LU v 2: > J 1 LU LL 02:a J w 0 m LU Q = 0 LL W r w Q� o w W U) r) �. O0 z V J O V) JOB NO. 40919 SHEET NO. C9.02 Wa �O a � o O CL 2Z (I) o 22 og c E o a � c o m 0 a o c z O �x � x o ° m o o_ w o .3 a Y N (6 U O O O 0) U 2 ;v w m c w 0 c o Ea 3 O U CO 700 a �a m � �U 0 0 0 tn. co U a c N CO c V 0 c U m cLO Vn a) L 0 N c �a 0 0 m U CL N 0 N O N c 0 a 0 a 3 0 0 O O CO a J 0 U Z6 0 O L 0 O w U O 0 — - TOT SITE AREA/ \\ I I _ \ \ I \ cp PARKINC� LOT LANDSCAPE \ \ \ \ \ \\ \\\ \ \ \ \ \ \ \ P — UGP 20�97 AC ES - `sue EA (HATCHED \ \ \ \ \ \ \ ` ARC (H 1fE1� \ \ \ \ \ ' \ v v v v v vA v V v v 1 LOT 1,2 \ \\ I I I \ \ X \ P RKI LOT LOT 9� - ' x 'i�' ` —` y — — —, �� I PAR NG LOT _ - - CONDO #3 \ � � ._ — — I I I / /' PICNIC LOST 1 � I I I I I I � I '��� . s I I I I r v 1W N L9T 91 1 1 1Iv I I CON ;O # 11 v v 0— LOT 8 1 I -917t7 x g 5 ' AN ROAD .�. FREE, TY CO v v\ v v` vvv 1\11�1 V� vv vv,vv\ v L b v v v v � v �'�� 09b�v v v V vv vv vv v vv v v v v` v v v v v 1� v v v` v v v vv \ \ \ � 0 ® p9t� , I I v v v v v v vv \ vI 1 1 \�\v\`v`v v v_vv`vv < o \ \ \ \ \ \ E � LU V v I V V Q L o v v vv \ CONDO DO #2 v 1 LOT34 - / x 1 I t I I I I 1 1 1 v v v1 v I a� U z w Lri o CD zM / I I I I I U LSD v v v` v / / I I I�� w � 0 v) TO OPEN I' I I I I cn x N z z I I I QLr� w O M � U II � l00 � s ` SAN l / l 1 1 l 1 1 l I I U X \ \ x 11 11 r' 11 �' � I' l' ' ' � i' I l 1 1 LOT 14 LOT 15 LOTA 6 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23- N Z\A x - 6t� I I I I I / �g - / T 36 / / / / / / / / / / / / / > w o RL I I // — Q \ \ �z \ \ NORTH k / //// vARK y . o ,EC R E A EA DATE \ \\ \ \ \ \ \ \ \ \ \ \ I 0:92pRES / / / ' 0410612020 LAFo , I - — / / / � ` — � '� �',� \ � ��.` / / / / //P/ / /// // ////'/// /// � DRAWN BY �� \ \ \ V v l/ u l l l/ R. COSTANZO P ,}�. � - ---- ���� � __ - / / / / / / / ///'// / PL YC URl'Sv DESIGNED BY -TOT-LO . SHALLENBERGER \ V�v \ � � A v v v�v v v v v v _ v A \ b\ �� v / I I / � v — — — / — L,OT� _ — — _ ' / / / / l / / /� / l / / /l l I I I I I I I ' I I I • CHECKED BY x- CENTRAL - - - - � � ,' / / / / / �✓ / / / / / I I , I I 1 • \ \ \ \ \ \ \ \ \\\ \ \ v v v v v v ` ` \\ v°' - I PIICNIC , �,- - - ,PARK v , ' LOT 29 - sue,% �FQi / /�' I / CL 1 if = 301_011 LOT 7 LOT 3 y A v vrr v v �3� / / / i v 'LOT 28 \ LOT 27 / / , - _ k - _ LOT 38 LLJ 26.. Ly LOTS lu v Av v v A v vv v LOT' 4 LOT 5 LOT 2 v / _ - WPO-BUFFER,/T�(P % / / -WPO BUFFER -TO r0 N W�'0� � / , / LANDSCAPE CALCULATIONS \\`\ `\ s \ x I I l I --- /' / ;/ ' ' ' / / -BOUNDARY IS Off' Tree Canopy - P-RESERVfDhREES IN yH //, , q v v v _ v - I LYP / ' 6 / — — LANDSCAPE CALCU LATIbNs //� / // / / / / / Q Requirement: 10% of Total Site Area \ \ \ �\ �� / / / `�� / - — / / / \ vvvv vA�v v __�2-0ACRES /// / i Total Site Area 913, 004 Square feet v v , v v ` \ v v s_ - _ E /�' I - - ' ' / / / / / , / // // �, / / // I / W Gross Site Area 873,479 Square feet \ \ \ \ `��\ \ I ' \ - 30 - - - - - ' ', , / / /, /, / / // / / I I I \ v v\v _ -5 _ QRec. Areas 40,125 Square feet > Pond Area 0 Square feet w U Wetland Area 0 Square feet \ ` \ ` ` - _ - _ _ \ ` 1 �25 - - _ - - - - - - ' ' i ' ' / / I V) \ Required: 9I,360 Square feet \ \ \ \ \ \ - - - - - _ - _ _ _ _ v, \ \ \ \ \ \ \ \ / ' / ' ' ' ' / ' / / / I ' I Lu -Provided: 382,952 Square feet z + Tree Save 269,889 Square feet v v v s -- __ A I v v v v v / Q J (+J Canopy Bonus 67,472 Square feet \ \ \ n� - _ _ _ / / \ ` \ \ \\ \ \ / IILL W (+J Proposed Trees 45,591 Square feet I \ \ \ \ \ \ ' / \ X Street Trees 0 \ — — \ \ ✓\ \ \ \ \ \ \ \\ \ \ \\� `�\\\ \\�� �\ \ \\ \\ \ \ \ , I I I U J Requirement: 1 Large Shade Tree (1 112" cal.) per 50 Linear Feet of Frontage U / Street Frontage: 3,374 Linear Feet \ "Required: 57 Large Shade Trees \ I I I W \ Provided: 87 Large Shade Trees I , \ \ \ �` \ \ c'� �30 \ \ \ \ `\ \ \ \ \ \ `_ \ \_ ; ` , \ \ \ \ \ \ ` �` bN JJ rn Interior Parking Lot Trees �II� ' ` , v �� ` vv vv v \ - _ - - _ ' - _ _ - _ v v ; ; ' / / / 0 9 \ \ _ \\ \� I I I I I l / / O Requirement: 1 Large Shade Tree per 10 Parking Spaces I v \\ \\ \ RECREATION/PARK SPACE NOTE - Parking Spaces: 40 v v vv \ \ \ \ V A v v`v vv"\vv V v \\ \ \ \v \v V y'Required: 4 Large shade Trees /4--)Oz�THIS PLAN EXPLRES AND DEPICTS SEVERALANDSCAPE SITE/iProvided: 8 Large Shade Trees DESI�NOPTIONS FOR THE RECREATION/SPARK SPACES. FURTHER v- ova� 1 U S I 1 V AA\v v\ A \ \ \REFINEMENT IS FORTHCOMING, PARTICULARLY OF THE 1 V \ \ \ \A`� vvv Interior Parking Lot Landscaping Area I I I 1 vv vv \ v v ` \ v v v v I,, v v` vv \ v v v 0 vy Q) Requirement: 5% of Paved Parking and Vehicular Circulation Area shah be I vvv v`\ `v `v v MP `v �v v `v `v A v v 2� v v RvCRE�ATIN/PARK SPACES THAT HAVE BEENCO-[DESIGNED' WITH \ v v 1 v 1 1 v v Vv vv v `v v \v \ V Q) Landscaped with Trees and Shrubs `I \ v v vvvv v `v v A v v_ v v \ .,RESIDENTS OF SOUTHWOOD. I I / v v v vv v v v v v WP8 BUFFER, TYP V v v ` V 1 I III 1 1 1 A I I z -1—� 4- M g q I I v � A v � �' \ 1 1 1 1 I I I 1 I 11 1 v � I'\ \ / � s� Parkin Area: 12,468 S uare feet v v v v v v s�� \ v v v y A V , vv v V A v ` v v v A I 1 1, 1 1 1 1 1 1 1 1 I U Required: 623 Square feet \v \ \ \ V A \ \ \ \ \ \ \ V A \ VA \ \ \ / v) JOB NO.Provided: 1,520 Square feet �] .0 /A U (10 0 15 30 60 w o<) SHEET NO. L1.01 0 c N U c 0 0 w co 0 Q a T C (0 0 a 0 co s m Q C 0 m 0 3 c L UGP vv Q \ v v v v \ \ \ \ \ GP UGP w 0 N c �a 0 0 m U O CL 0 N 0 N 0 N c 0 a w 0 a 3 0 0 0 0 a J 0 0 U a 0 O t 0 0 U) w U 0 �o rx \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \ - - - (6) AS I A I I I I I \ I 1 \I \ V 1 LOT 9� - _ a \ - - -1 I PAR NG LOT , - CONDO #3 \ ONDO #4 LO1v �T� I I PICNIC v � I ��:A \ v v v \-� -•- I � 1 \ V A V A \ \ \ V A \ \ \ \ V 1 \ A \ 1 \\ v� v 6 A& rn / I �$ \ 1\ I I \ \ \ \ \ \ \ \ \ \ \ 4 l\ail \ \ M E / / / / / "7/ v rl, L � I I LbT � -� \ \ \ \ \ \ \ \ I �\ �\ \\ \ \\ \ \ \\ M O Ui ` I :r. ITS \ \ Q o > LU \ \ v v v v v I I I I I I I I I II \\ \\\ A\� ��W N A ,�i � ' v� �v v 15 LS \ v v v a L T 9' I I (6) GC = -1 sue\ (9 FG / / / I I I(� I oLL Q \ \ CION IO # 1 _ CONDO #2 LOT 34 I I \ \ w o ,� \ ° °o° I (9) FG 2 C\ \ V A v I I I I I� I �W�M I \ — I a s S� a \ \ / � 1 I I I I I Q J U co Z O F - v v (2) CF / / I / w _j o I 11 C v 11 CA (4 QB, Av I I I �OT 8 1 I 1 O v v ) // / I I I I I 1)I QB I a 6 o rj z LU U I Uj TR I FAIC W eu 0 - - �EI I I I Ln cN Z / I I I Z I I I I I I � I I '-' C> > `° O W /� W _ \ \ W // Z7 / �/ I I I V I I I I I I I �o N > I I / jv A =_�- I l / / / / / I I w U -- - - - - - - - - / / / / '� ��C� v v � v � , l I I I I, l l l I � M � U ROAE 2\�= v \ ` V sq v v ' ' l I I l l l l l I' l 1' I l I co � I l l /l N Il 1 1 � Imo- � qN M-S S N \ I / (�) U �I i l 1 1 1 1 l l RDENi)� / / / / / / / / / / / / 0 O ... GA,� / I , ��� �I I 1 \ \ 5 \ \ ° I I (76) G \ /�/ LLJ LOT 14j 'OT' 15 ' LOT, 16 LOT 1� LOT 18 'LOT 19 LOT 20LOT 21 � LOT 22 LOT 23 � HQ Z -� °°° ono °v s OU D D v - - - I �� v �, / / , / / / / / , / / o \ v 1 v A V A ° \ �S >< _ / v v 1 vR _ to . ��_ v - / / / / / / / U) DATE o� \ \ I I I LAYS P \ ( ) — Ic- - / __ \ \ - - - - / / / / / / / / /, , / / / / / // / / > \ co / / , / / / ° 0410612020 16 VDv � � 'I I �� P � ( y \ PL YC RTS 2 Q \ \ \ U\ ) R. COSTANZO 4 PA \ 'TOT-L� DESIGNED BY L�JT�3 _ - _ � � v - _ � \ � � \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ��` \ ��\ \ \ \ \ ' / - I \ I / / \ � _ - _- __ - — / / / / / / / / // / / / / / / �I ASS I I I i I • . SHALLENBERGER ,LOT 3-1 - - ' 6 /� / , l l l l / / / / ( ) I I I I I • CHECKED BY 0 PICNIC JOT 30 - - - - r l / r / / / / / / / / III I • I _ _ _ - / / I • LOT 2_9 - s� � o/ / / / / / / / / /� I IIL SCALE LOT n n LOT / , \ o LOT ..` �• - _ \ '�� �� _---- - LOT27 / / , _ - - _ _ LOT L - _ LOT �5 v \ LOT CS LOT 2 \ \ \ \ \ \ \ \ \ \ s v O�I��I�Af� \ I \ \ \ \ - - Moon\ \ z I Q - 1 / I I LLi III l QLy a m v Legend - Groundcover \ I I `\ \ \ \ \ \ \\ - _ _ - - _ _ _ P L A N T S C H E D U L E L+�+ o Grass Juncus effusus v v v ` v v v v v v - - - _ - - - - v ✓v z QTY. I SYMBOL ISCIentific Name Icommon Name I Size Ispacing I Root I Notes I 10 Yr Canopy Canopy Total —j . vv I \ v v v _ v v v TREES U Uj Hemerocallls fulva 8 8 Rhus aromatica I� I` I I I ' \ �- - - \� \ e°e:ee<;o R 1 _ \ \ \ \ \ M \ 8 AC Amelanchier can adensis Autumn Brilliance Serviceberry 7 -8' Ht. A s Shown B&B Mutli-stem specimens, 3-5 stems 130 1,040 __...,.; Gro-Low 23 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. A s Shown Matched specimens 397 9,131 42 AS Acersocchorum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 8,190 0 Lirio p e muscari Ilris Sibirica I ` \ / \ \ \ 11 BN Betula nigra, 'Heritage' River Birch 1.5" Cal. As Shown B&B Matched specimens 464 5,104 NINE I I II \ ��� \ \ 10 CC Cercis canadensis Redbud 2" Cal. A s Shown B&B 124 1,240 / O 14 CF Corn us florida Dogwood 2" Cal. As Shown B&B 124 1,736 / � o O y 1l \ \ 25 1 \ \ ` 14 GB Ginkgo biloba Senty Ginkgo 7" Ht. As Shown 14 196 Perennial garden Amsonia hubnchtii ° \ ` \ \ �� I \ \ \N \ 17 LS Liquidambarstyrociflua 'Ward Sweet Gum 2' Cal. As Shown Matched specimens 249 4,233 , 10 NS Nyssa sylvatica Blackgum 1.5" Cal. As Shown B&B 123 1,230 � I I \ \ ` \ I / \ \ \ \ OZ _ \ \ \ \ \ \ 5 MV Magnolia virginiona Sweetbay Magnolia 8'-9' Ht. As Shown B&B 1 13 565 I Panicum virgatum Amsonia I I I ' I I\ \\ \\\\ ♦ \\�� \ \\ \ \ ` `\ ` \ \ I / 4 �_' I \ \ \ \ \ 14 PA Platanus acerifolia Bloodgood London Planetree 2" Cal. As Shown B&B Matched specimens 368 5,152 / — . ' I I \ \ \ \ \ \ \\ ` ` \ \ \ ` \ \ \\ \\ \ \ \ 26 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown Matched specimens 299 7,774 i > cape breeze tabernaemontana I I I \\ \ \ \ \ _ I I II \ \ Total = 45,591 4"' " � Panicum vir atum I 11 I \ ` \ \ / Q) — g I I I \I \\\ VAV \ \ \\ \ v vA v A \ \� 1 \ V �, v-__ \ y �v A I 1 1 11 111\ \ \A\ VAVA �VAV ��A1A IIIIII \ICI \�% � �00 'shenandoah' I I \\ I \ 1 1 1 11 1\, \\ I III ,\ O I v v vv WP8 BUFFER, TYP \ v y 1 1 vv v v vv I I z U V v ! \ \ v v v 1 I I I\ \\\ 1111 I Cli Q/ v I v " I I I I \\V \\ 1 \ \ 1 1 1 I \ 1\ VA V A V I I / -1--� \ \ \ V A \ V A A A \ A A\ I I \\\ V A ..-, v) JOB NO. V) �40919 � /30 I b0 w SHEET NO. // / L1.02 LOT1\2 \ \ I 1 \ I / - I I / 0 c N co c d 0 w t 0 0 2- co co c Cl 0_ C 0 m 0 3 c L 0 a \\0 ,D" '0.0 P.P 4 P "0.0 0 0 D. 0.0 D 0,1 `b " o.a o.a f `D.G '0.0 `0,0 .1 4.1 '0.16. 0.1 0.1 d.D ❑.a ©.0 *0.0 0.0 0.0 6,0 0.0 *0.0m.0 *0.0 0.0 .fl `0.0 0,0 0.0 O.d 0. `0. 0,0 0.0 0.. 0.0 9.G 0,0 0.0 0,0 d.0 0.0 0.0 1).0 `0,0 ❑. O,q 0.0 '0 0 0.0 `.0 O.p `p.p 0.0 .0 '0.0'0.0-0.0 0-p' 6,0 0.0 O,p 0,0 0 0 ,q o. D»a p a ` .d O p 0.0 o.p o.p 0.0 0.0 b, 0.0 0.0 0.0 a,p 0.0 0.0 0.0 0.0 o q j *0 .4 U.p 0.0 a- Q D D,D D,D 0.0 ©.p 0»0 6,0 0.4 Q.0 9.D D»D 0»0 0..0 6,a 0,4 O.D D,0 0 pNOR 3 1 �- 2 I " .1 ©.i 4. 0.1 0.1 'q.Y� OL. 0.1 G 4,4 D.D '0. "P»D 0.0 O.D 0.6 6.a d.0 "D.D 0 D 0.3 D. 0,2 '0,2 0�. r ,2 "It".2 .3 DrD 0.0 0.0 0,0 0,0 0.0 ©.a 0.0 0.0 D.D 0.� .4 0. r� 0 0.0 D.a "0.0 0.6 0.0 0.0 4.4 4.0 O.D .G o a � 0.1 0.1) fl.G 0.0 0.0 0.0 0.0 0.0 0.0 'b.D o.G `l. .7 1.- 1.6 ,? 0. 0.0 0.0 0.0 0,0 0.0 0.0 0.0 b.0 9.0 0.0 2.' 1,9 2.0 .1 1 .2 0. 4.0 0,0 4.0 0.0 0.0 i0.0 0.0 0.0 `O,D 0 0 3 `3.3 2. `2.4 2.3 2.7 1.6 1 D.1 0.1 0.0 0.0 "0.0 0»0 0„0 [Y.p 4.0 `0,0 p P 14 9,. 9 2.5 ?,3 2.5 1.15 V 0,2 q,l D.i `0»0 0.,0 6,0 Q.4 O.D *D,D 6 D wM3 2.4 2,8 2,5 �35.5 0.2 - S D.1 0.1 `0.6 O.a 0.0 0.4 D.0 D.0 0 D 2. z. 2.7 2.5 a 9 0.2 D.1 0,l 'D.b o.b a.a a.a a.o 'D.D o.D p v .5 2 6 `2.5 2. 2.8 .3 b.l D.1 0.1 `0,0 `a,b *0.D O.a ©.0 fl.0 0 G Parking Lot 1 C. .5 2.3 2.3 2. � i �.1 �.1 0.0 0.0 0,0 O.D '0.00.4 1U.0 0 0El 9 2.2 2.q 2.1 2.2 1, 9.2 9.3 0,1 0,0 `0,0 0.0 0.0 0.0 O.0 9,0 010 L uminaire Schedule Symbol 4ty Label Rrrangement LLF Lum. Lumens [MANUFRCI. ➢eBCriptYDn ^ � 1 2 V9-HS SINGLE 0.950 I4903 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-84LED-764rnR-NW-HS 9 WM3 SINGLE 4.950 4247 U.S. RRCHITECTURAL LIGHTING RZR-WM2-PLED-III-W-94LED-35DrnA-NW 2 WM4 SINGLE 0,950 6083 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-EV-FT-90LED-35DmA-NW . + 2. 1.9 2.0 `2.4 3.0 1.3 2,4 1„9 "i 2.2 `1, 1, .2 .2 �1),1 p,i 0.1 `0.1 "0.0 �P,D 0.0 0,0 0.0 0.0 0.0 O,D 0.0 O.q 0,4 6.0 4.4 0.0 9.0 0.4 0.4 p,p 0,0 ©.D 9»p 0 0,0 0.0 0.0 0 4 q 3 2,5 3.9 Calculation Summary Label Ca lcYype Units Acg Max Min Avg/Min Max/Min Property Line Illuminance Fc 0.25 0.5 0,0 N.A. N.A. Parking Lot 1 illuminance FC 2»33 4.3 1,2 1.49 3158 Parking Lot 2 Illuminance Fc 2»34 3.1 1.5 1.56 2,07 0 0f n Prepared by: YiN 35.9 7 3.' 4.D 3,$ 2.9 0.2 0.1 0.0 0.0 l0,0 0.0 0.0 0.0 i0.0 0.0 0 D LIGHTING VYRGINIA CENTRAL MH: 11 40gG-2 Sawthlake Blvd.. Richmond., VA 23234 `9.2 M YY .7 0.1 0.0 0.0 o.a o.a 0.0 0.0 0.0 0.0 0.0 o G Tel: $49-379-n77 0 www.lightingvirginia.com MH - mounting height in FEET 0.0 0.0 0.0 0. .9 0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.4 0.0 0 0 q NOTES: . O,p 0»0 0.0 ` ,Q ` .9 O.p O.p 0.0 [i.q 0.9 O.p 6.6 0.0 0.0 1).0 0 0 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA � CENTRAL, ADAMS PARNELL, LLC. !I G .� p»p p„p p»p *0. 0 ,4 d,p p.p 0.0 0,0 0.0 0»q d,p 4,0 p,p fl,0 q,0 2, THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEWIATIONS FROM THIS 'PLAN MAY INCUR SIGNIFICANTLY DIFFERENT .a RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED `q.p *0.0 PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL. REPORTS WILL SOLELY BE THE RESPONSIBILITY - 0.0 0„0 p.a .1q.D ],0 ('a. 6,4 0.0 9,D D.0 0.0 0„p 0.0 0.0 D,0 6 q OF ANY CONTRACTING FIRM HARING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE J JURISDICTIONAL CODES. ,q D `0. .1 `D,P O.D 0,0 q.0 0. 0.0 .0 0.0 0.0 0.0 "D.D O.q 0.4 4.0 0.0 0.0 6 D 3. SITE C2-A L3 PROVIDED HEREON ARE REPRODUCED ONLY A$ A VI$UALI2ATION AID. FIEL➢ ➢EVIATIONS MAY SIGNIFICANTLY AFFECT En-❑ (E❑ PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION {POLE LOCATIONS, ORIENTATION, MDVNTING-?_[;_-, TC,} SHOUL➢ BE COORDINATE➢ WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR. THE D `D. 6,b 0.0 0,a O.0 .1 0.1 `D.D O.D 0,0 O.0 'a. d.4 D.0 D.0 0.0 O,D 0.0 O.a 0.4 D.D 0.0 p p PROJECT. 9, LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO `0.1 `0,0 I D LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE 0,0 0,0 0.0 0.2 D. 1Q. 0.0 +3.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 MAY AFFECT FIELD RESULTS. JI .0 5, CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE Q 0.0 0.6 0.0 6 0. `O. �@. 4.0 0.0 !].D 0.0 0.0 0. 0 0.0 0.0 0.0 fl.D 0.0 OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE 0,0 0.0 0.0 0 0 1. I0. 0 0.0 0.0 9,0 d,0 `O.b `0.0 0.0 `D,❑ 0.0 �p,0 p p DESIRED OR ASSUMED GRAPHIC SCALES, IT I5 THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 9.0 0»0 0.. p.d .G � '1 IIII j' 6„ .D O.p 0,0 9.0 4»9 0»0 O.p O.p p.p p.p 4,q 0 0 'a •0 o.p o.p o.D $.D o.p a»p a.p 'a.v o,p o,q a D WM 1 D. •;4M3 � `3.5 " ,9 4,9. �1.7. 2,6 C ,'•5 �D.1 0.4 "D,D 0.0 `0.0 0.0 4.4 `4.4 0.0 0.0 6 D MR: 1 D. 13. 3.1 2.6 2."r 2.0 S 0.1 t1.0 0,0 O.D 0,0 '0 .0 Q.a O.a D.D 9.0 Q.q D. .D .3 1.8 7 `2.2 2.0 15 0.1 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 O.D 1.9 C, *0.11l . j0. - `1. 2. 2.0 1,S 1.9 0 7q 0.1 0.3 1b,0 0.0 0.0 Q,0 Q.a 6.0 Q.4 10.0 0.0 D 6. C.b `7 2 9 .9 2,1 2.0 2.2 1,9 �3 0.1 0.1 9.0 0.0 0.0 6.a Q.0 @.❑ 0.D % .O O.D a 0. JG, 0.4 *Y 2 6 '2, 6 2.3 `2 .3 2.4 2„1 22 0,1 0.1 O,q q.p 0»0 0.0 a.p d.b O.G `0.0 0 0 o p, 0, 0.5 2.2 `3 1 ` .8 2,5 2.4 2.5 2. ' 3 "0„1 0,1 0.1 0.0 0.0 4.0 4.0 0,0 0.0 0,0 0.0 4 0 a 9, D,D 9 `3. 2.4 2.6 `2.9 2. " 5 `4.2 0.1 0.1 D.0 0.0 6.0 @,a 0.0 0.0 0,0 q D .5 a D "D.D 5 `3. "2.5 2.7 2,5 2. 6H�5.4.3 D.2 0.1 D,D `0,0 `a.b 6,a 4.4 fl.D 9.0 [1,0 ^AH: LL .� a �J 0.0 `9 s. 2.6 �2.5 2,3 2. 4 0.2 0.1 0.1 0.0 '0.0 0,6 0.0 0.0 0.0 0.0 6.0 IR .3 a 0 O.D 0. , .B 2.4 2,4 2.7 2. .2 �0.1 0.1 0.1 0,0 `0.0 0.0 4.6 0.0 0.0 0.0 0.0 2 . ` `.2 0 0. l�7 llll 5 .a 2.0 2.0 1.. .1 �J.3 0.1 O,D 0,0 0.0 0.0 0.0 ©.0 O.D 0.0 0 0 2 .G � 1 0.1 o.z o.4 a 6 .9. � 'i.s `1.6 l.s 0.2 0.0 b,p o.b 0.0 "q.o 0.0 o.D F1.0 o.❑ a.D o D '0 G n � .9 7 '.•:� `1,1 '"Y. . 1 0. [t Y 4„0 0,0 A.p "0»4 P»q O.p 4,a 4„0 0.0 0,0 9 0 �_ �-` "0.0 fl, 6.1 9,1 0.2 0.2 0.3"D. 0,5 0,9 0.1 a,a 0.0 0.0 0.0 O.D 0.4 6.4 0.0 4.0 D D D.D D "D.D 0,1 `0.1 'D.' D.2 0.2 ,2 0.1 O.D ©.D D.D 0,0 O,P ©.0 4.0 *0.4 D.D iJ,D Q.q a G D .D ` .1 a ' ".1 0.1 0,1 0,1 d.l .1 0. 0.0 0.0 0.0 0.0 0,0 0.0 o.b '0.0 '0.0 'D.D 'o.D a 0 0.0 0.0 o Lfi SCALE 1 "=30' 0 30' 60' ME _IGHTING 'IRGINI►A I C \"V op 00'w SHIFIFLETY 40 M O Q O'� v N � N = w � � � W U Q w o 3: w o L �clLU � W L M J U o0 J NW Mv Q �X Q � w C � � Q C O N � M CO J tD �• z H a_ LY U W z W W a 0 DATE 4/6/20 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLE7T .V) j SCALE 1 "=30' W V J Iuu II z w z > J W LL J OQ W m W a W O W 0 O o = W O O O LIGHTING VIRGINIA CENTRAL 400 G2 SOUTHLAKE BLVD. RICHMUND, VA 3236 TEL.: 804-379-7777 Ln JOB NO. 40919 SHEET NO. E1.00 Date: Apr 3, 2020 Page 1 /1 °A"'s Transmittal LIGHTING VIRGINIA Lighting Virginia -Central AQRNr, 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V4-HIS US Architectural VLL-PLED-IV-FT-80LED-700MA-NW-1- XX-HS-PLED WM3 US Architectural RZR-WM2-PLED-III-W-40LED-350MA- NW WM4 US Architectural RZR-WM2-PLED-IV-FT-40LED-350MA- NW 25' POLE American Lite Pole RNS-25-40-11-AB-DM19 FF00009 Liahtinci Virginia - Central phone 379-7777 fax 804-379-7778 Paae 1/1 Submitted by Lighting Virginia -Central Catalog Number: VLL-PLED-IV-FT-80LED-700MA-NW- Type: TOAArs - Job Name: LIGHTING Southwood Subdivision 1-XX-HS-PLED V4-HS VIRGINIA Architect: TIMMONS Notes: '04ANEty LV - CENTFtAL20-30857 VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN (HR) TEMP. WATTS VOLTS INPUT AMPS 40 LED 40 PLED Optical 5,585 - 5,306 - 5,864 - 85,000+ -40"F 43 120 0.36 Module - 350mA 6,408 6,088 6,729 277 0.16 347 0.12 40 LED 40 PLED' Optical 8,059 - 7,656 - 8,462 - 85,000+ -40°F 65 120 0.54 Module-525mA 9,246 8,784 9.709 277 0.23 347 0.19 40 LED 40 PLED® Optical 10,240 - 9,728 - 10,752 - 85,000+ -40°F 87 120 0.73 Module-700mA 11,749 11,162 12,337 277 0.31 347 0.25 40 LED 40 PLED' Optical 13,642 - 12,960 - 14,324 - 85,000+ -40°F 128 120 1.07 Module - 1050mA 15,652 14,870 16.435 277 0.46 347 0.37 80 LED 80 PLED' Optical 10,824 - 10,283 - 11,365 - 85,000+ -401 86 120 0.72 Module - 350mA 12,419 11,798 13,040 277 0.31 347 0.25 80 LED 80 PLED' Optical 15.587 - 14,808 - 16,366 - 85,000+ -40"F 130 120 1.08 Module-525mA 17,884 16,990 18,778 277 0.47 347 0.37 80 LED 80 PLED" Optical 19,767 - 18,779 - 20,755 - 85,000+ -401 174 120 1.45 Module - 700mA 22,680 21,546 23,814 277 63 347 0.50 80 LED 80 PLED' Optical 26,255 - 24,942 - 27,568 - 85,000+ -401 267 120 2.14 Module-1050mA 30,124 28,618 31,630 277 0.93 347 0.74 NOTES: 1. Max Input Amps is the highest of starting, operating, or open circuit currents 2. Lumen values for LED Modules vary according to the distribution type 3. System Watts includes the source watts and all driver components. 4. Fuse value should be sufficient to protect all wiring components. For electronic driver and LED component protection, use 1 OKV - 20KV surge suppressors. 5. L70(9K) -TM-21 6x rule applied WARNING: All fixtures must be installed in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. 6 U.S. ARCHITECTURAL eestAv)M200Fl (MC493-20 U.S. Architectural Lighting Phone cb6n 2332000 Fax c66 2332001 ,,,,V,v."R�RD.�m © j♦ Submitted On: Apr 3, 2020 3/3 Index Page Submitted by Lighting Vi FOAMS LIGHTING VIRGINIA ')RN EVy Job Name: Southwood Subdivision Architect: TIMMONS PROJECT NAME: SOLID STATE AREA LIGHTING FIXTURE TYPE: VALULUME SERIES -PLED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with Integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <t .003' over 12") to facilitate thermal transfer of heat to housing and cooling fins. Solid barrier wall separates optical and electrical compartments. The optical and electrical compartments are integrated to create one assembly. Minimum wall thickness is .188". ELECTRICAL HOUSING w/ INTEGRATED ARM Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment and a flat surface on the top of the arm to accommodate a photocell receptacle. Solid barrier wall separates optical and electrical compartments. The optical compartment and electrical compartment with the integrated support arm Combine To create one assembly. Minimum wall thickness is .188°.Cast and hinged driver assembly cover Is Integrated with wiring compartment cover. Catalog Number: VLL-PLED-IV-FT-80LED-700MA-NW- 1-XX-HS-PLED Notes: PLED" OPTICS Emitters are arrayed on a metal core PCB panel with eachh emit emitter located on a copper thermal transfer VLL PLED pad and enclosed by an LED refractor. LED optics PATENTPENDING completely seal each individual emitter To meet an IP66 rating. In asymmetric distributions, a micro -reflector inside the refractor re -directs the house side emitter output tothe street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an rov wnv emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have the same optical pattern. LED refractors produce standard site/area distributions. Panels are field replaceable and field rotatable in 90° increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40°F/-40°C. Driver(s) is/are UL and CUL recognized and mounted directly agalnst the Electrical Housing to facilitate thermal ,s.as• �,. transfer, held down by universal clamps to facilitate easy cswmm> pm".ro removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of T 120-277V, 50/60Hz or 347V-480V, 50,60Hz. (0 - 1OV e^ dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV -�- surge protectorfor field accessible Installation.) FRONT VIEW =E VR:W LED EMITTERS High output LED's are utilized with drive currents ranging from 35OmA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4000K , or optional Cool White (5000K) or Warm White (300 K). Consult Factory for other LED options. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140°F. Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400°F bake for maximum hardness and durability, c us 2019214 U.S. Architectural Lighting e%(�oz © U.S. ARCHITECTURAL V4- H S Submitted bv Liahtina Vir inia-Central Catalog Number: Type: �aAArU Job Name: RZR-WM2-PLED-III-W-40LED- LIGHTING Southwood Subdivision 350MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: e4RNE�y LV - CENTRAL20-30857 SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: BAZAR WALLMOUNT-LED S P E C I F I C A T 1 O N S A -- OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) 1 assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <t .003") to1 e facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a ^ T unified assembly.The minimum wall thickness is .188".--,I/�� c ELECTRICAL HOUSING 1 Heavy cast low copper aluminum (A356 alloy; <0.2% copper) FIXTURE A B C RZRWI 8.75" (zzm) (aosmm) (tszmm) RZRW1-EM ziemm) 3s4mm) n6ss5m) assembly. Minimum wall thickness is .188". Fixture Mounting Plate affixes to mounting surface over a recessed j-box. RZR-WM 1 Electrical Housing anchors on the top edge of the Mounting PATENT PENDING Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which A re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a B luminaire, have the some optical pattern. LED refractors --�{/�� other specialty It III, asymmetric e IV site/area distributions as well el �1 T other specialty asymmetric distributions. Panels are field c replaceable and field rotatable in 900 increments. 1 LED DRIVER S FIXTURE A B C RZRW2 16" (4pBmm) 12" (305mm) 6" (152mm) RZRW2-EM (4oe6mm) (s14" c6a's5" Constant current electronic with a power factor of >.90 and a RZ R-W M 2 minimum operating temperature of-40OF/-40°C. Driver(s) is/are UL and cUL recognized and mounted directly against PATENT PENDING the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/6OHz or 347V-48OV, 50,601-1z. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied qwq with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from A 35OmA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight �- B output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral 1 bandwidth only without the use of phosphors. c 1 FINISH FIXTURE A B C RZRW3 23" 12'. (305mm) S..(594mm) (152mm) RZRW3-EM 23", (5a4 (314" 6." (, 5 Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140eF. Four step RZ R-W M 3 media blast and iron phosphate pretreatment for protection and paint adhesion. 400OF bake for maximum hardness and PATENT PENDING durability. lJ C us MADE IN THE DBTED LIS& 2019093 6honWest (6Avenue O.Palmda61)233-200 © U.S. ARCHITECTURAL U.S. Architectural Lighting Phon•(6a1)23a2000Fox (san233-200, www.usa0g.com Submitted On: Apr 3, 2020 1/3 Index Submitted by Lighting Virginia- entral Catalog Number: Type: �aAMs Job Name: VLL-PLED-IV-FT-80LED-700MA-NW- LIGHTING Southwood Subdivision 1-XX-HS-PLED V4-HS VIRGINIA Architect: TIMMONS Notes: A4RNE�y LV - CENTRAL20-30857 VALULUME SERIES - PLED POLE DRILLING TEMPLATE 2" (51mm) 1.25" (32mm) WIREWAY (102nm) -.563" DIA. mm .406" DIA. (iomm) (3) HOLES S P E C O WALL MOUNT 15.25" ^I (387mm) I x- \ 33.5" NOM. (787mm) \ EXTRUDED ALUMINUM ARM AND CAST ALUMINUM WALL BRACKETASSEMBLY PROVIDED WITH BUILT IN GASKETED WIRE ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. WALL PLATE T 7" 40m (778mmmm) I (740mm) 1 PLED' MODULES ^^oe o�-e I !7 •• Q•% oeeee VLL PLED 80 LED Array E.P.A.= 0.17 .......e.. ee ee ee ee Available in: :eUeo �e0eo 80&40LEDArray 40 LED Array Drive System HID No. of LEDs Current Wafts Equivalent 35OmA 45 70 -100 40 525mA 66 100 -150 700nnA 91 175 1050mA 142 200 - 250 ' 35OmA 92 150 -175 50" DIA. 5.5" (13mm) 80 525mA 136 200 - 250 (140mm) (4) HOLES 700mA 184 400 1050mA 266 450 r 0;d )r : a,11 ;=; VLL-LED/PLED-V-SQ/80LED-700mA/NW/277/1/RAL9005 PLED- DISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMP CCT TEXTURED FINISH ❑ VLL LED ❑ TYPE II ❑SOLED ❑ 1050mA ❑ NW (4000K)" ❑ 1 . .. ... �. ❑BLACK ❑ HIGH -LOW DIMMING FOR PLED -II ....... i.uJl srANDARD RAL-9005^T HARDWIRED SWITCHING OR ❑ 40LED 700mA ❑ CW (5000K) ❑ 2.180 ♦� NONINTEGRATED MOTION ❑ TYPE II FRONT ROW HLSW PLENI-FR ..... ® ❑ 525mA ❑ WHITE ❑ WW (3000K) RAL-9003-T ❑ INTERNAL ❑ TYPE It MEDIAN ❑ 2A0% HOUSE SIDE SHIELD ... HS-PLED ILLUMINATOR 1:1350mA OTHERLEDCOLORS PLED41-MIL. ... Ava�� El PHOTO CELL + VOLTAGE CONSULT FACTORY ❑ 3.120 ❑ RAL 7004-T (EXAMPLE: PC120V) .. PC+V ❑ TYPE III MED. �( PLED -Ill M .... I.UI ❑ TWIST LOCK VOLTAGE ■■ ❑DARK RECEPTACLE ONLY ... TPR ❑ TYPE III WIDE ® ❑ 3.90 W BRONZE PLED-111 W .... ❑ 120 RAL-8019-T ❑ 7-PIN TWIST LOCK RECEPTACLE ONLY ... TPR7 ElTYPE IV M* ❑ PLED IV ❑209 PLEASE ❑ 4-90 ■ GREEN ❑ SINGLE FUSE ❑240 SPECIFY RAL-6005-T (12OV, 277V, 347V) .. sF ❑ TYPE IV PLED -IV -FT . 0 ElUNIVERSAL POLE ❑ DOUBLE FUSE ❑ 277 ADAPTOR.. UPA PLEASE (208V. 240V, 480V) .. DF ❑ TYPE VNARROW SPECIFY PLED-VSA-N . .. ❑347 WALL MOUNT ❑ STEP DIM MOTION SENSOR 1PROGRAMMED 50/ 100) ❑ TYPE V MED. ❑ 480 ❑ WM .......... .............. 1 .... MSf211 PLED -VS .. ADDITImoNAQ- SEE ONA.COL COLORS Loes ❑REMOTE MOTION SENSOR ❑ TYPE V WIDE CONFIGURATOR PLED-VSQ-W ..I ................... MS FC70 660W iA.venue0,Pdrmdale.CA93551 © U.S. ARCHITECTURAL U.S. Architectural Lighting Phone(661)233-2000 F.(661)233-mot vmWusaOg.com (_ miffed On: Apr 3, 2020 2/3 Index Submitted by Lighting Virginia- entral Catalog Number: Type: �oAArs Job Name: RZR-WM2-PLED-III-W-40LED- LIGHTING Southwood Subdivision 350MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: A4ANE�y LV - CENTRAL20-30857 BAZAR WALLMOUNT SERIES -LED I IeZel111,[ ]'I[•I:J1C•P► Emergency f Back Box (EM) 3/4" Surface Conduit (SC) F EM Bock Box is2"deeper than standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2" BEYOND THE STANDARD HOUSING AND CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) APPLICATIONS.THERE IS TO BEAN SC1, SC2,AND SC3 OPTION FORTH E DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDUIT PLUGS. THE EM-LED SYSTEM PROVIDES POWERTO ALL LEDS IN THE ARRAY (20, 40, or 60) TO MEET THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF 90 MINUTES- WM 1 = 45% @ 350MA WM2 = 36%@ 350MA WM3 = 24%@ 350MA 'MULTIPLYTHE %ABOVE BYTHE LUMEN OUTPUT @ 350MA WALL MOUNTING Mounting Bracket Wall Plate Mounted to wall. Set Screw t Set Screw Lock RZR-WM2/PLED-IV/40LED-700mA/CW/277/RAL- PLED® MODULES 17, _Sao- ooSoaa g o goa4- 60LED Module oSo RZR-WM3-LED E.P.A.=.69 Available in: ®•®•, °°°°° 60LEDModule ' ®• °° o e oe ee •• °° e a e ee ee a ® o- .Qoo- �o�o�oao 0 ease• eeeee 40 LED Module RZR-WM2-LED E,P.A,=,47 Available in: eae•e 40 LED Module o•D®® •• ee o _. _ •ee•o 20 LED Module RZR-WMI-LED E.P.A.=.33 Available in: 20LED Module MAX INPUT WATTAGE # OF DRIVE CURRENT LED's 350MA 525mA 700mA 1050mA 60 68W 99W 131 W 198W 40 45W 66W 87W 134W 20 23W 33W 44W 66W S019-S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED® DISTRIBUTION TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑HIGH -LOW DIMMING FOR TEMP - CCT TEXTURED FINISH EXTERNAL CONTROL.. Hli RZR WMl ] RZR-WMI ElTYPE II ❑ 20LED 350mA NW (4000K)' ❑ 120 ❑ BLACK ❑HOUSE SIDE SHIELDING HS-PLED PLED -II ....... ® 'STANDARD RAL-9005-T ' ' ' ' ' ' ' ' ' ' ' • • • • • ❑ 525mA ❑ 208 ❑ PHOTO CELL + VOLTAGE ❑ TYPE II FRONT ROW ❑ CW (5000K) El 240 El WHITE (EXAMPLE: PC120V) ... PC+V PLED-II-FR ..... ® ❑ TYPE III ❑ 700mA' ❑ WW (3000K) RZR WM2 ❑ 1050mA' ❑ 277 RAL-9003-T [1 GREY ❑ SINGLE FUSE (120V & 277V)....... SF RZR-WM2 ® CONSULT FACTORY El 347 El DOUBLE FUSE PLED -III ....... ❑ 40LED FOR OTHER LED COLORS ❑ 480 RA L-7004d (208V & 24OV) ....... DF ❑ TYPE III WIDE ❑ DARK BRONZE ❑ STEP DIM MOTION SENSOR PLED-III-W .... SELECT RAL-8019-T (PROGRAMMED 50/100) AMBER' . ' ... ' .... ' .......... MS4211 ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR ❑ TYPE IV ] RZR-WM3 PLEWV....... ® RZR-WM3 CONVERTED RAL-6005-T CONFIGURATOR AMBER .I ...... ,.,........ ,• MS-FC10 ❑ TYPE IV -FT ® ❑ 60LED PCA FOR SMOOTH FINISH REPLACE SUFFIX 'T' •S' ❑ EMERGENCY BACKUPI..EM1 PLED -IV -FT .... El TRUE AMBER' WITH SUFFN El EMERGENCY BACKUP 1 TRA (EXAMPLE' RAL-9005S) (HOUSING ONLY) ..... EMH1 NOTES: I.700mA and 1050rAA NOT FOR USE WITH TRA SELECT FINISH ❑ EMERGENCY BACKUP 2..EM2 ❑ EMERGENCY BACKUP 3.. EM3 LED'S 2- NARROW BAND AMBERS HAVE NO DEFINABLE ❑ SURFACE CONDUIT 1... SCl CCT EQUIVALENT 3- AVAILABLE IN 350mA&525mA DRIVE CONSULT FOR CUSTOM COLORS ElSURFACE CONDUIT 2.. SC2 CURRENTS ONLY ❑ SURFACE CONDUIT 3.. SC3 660 West Avenue 0.Palmdale.Fox 23-200 © U.S. ARCHITECTURAL U.S. Architectural Lighting Phone (661)233-2000 Fax (661)23&20m www.usattg.com _ Submitted On: Apr 3, 2020 2/3 Index •e4} kj,ItI000 W� O i P 4a 0 CLINT W. x S 1FF-LET IVic, N .:�43Sb r 1: 000 , -1/ 6/ 2020 5,,E M >_ C) N O N C > E 1 N E UJ U Q WLL o Lu O m ,1 IY W 22 Fli � J000 J - of 1-I G_> (:N N (D I11 3:O (nR)x 0 Q � UL- =v>o 1-- Q . f= Lr) ai O N N M a_ d- CO J C) H O U O 0Y 2 H LLJ LLI U Q Z O Ln I --I CY O } CL O Z z O a U U) Lu z O > W LL I a 0 DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W V Q J J 1 z U) W > W LU V J 02: J m UJ a U LIL O UI Wiz 0 2 W U V J O O i O V JOB NO. 40919 SHEET NO. E2.00 6 a; 3 U a) > a) O U) co L m 0 s]. n a m `o a) m N () 2 0 a co U, c as co Q `o a) 0 3 I= m a. �O �of O O N Un Z �O O T � E o -0 0 c a) a 0 a- O O C: � 3 Z N Oa) 2 a g x H o w o o 0 0 Q-r- o .3 a Y U) � � rn (D () 0 a) U w �N N O U O ` o 0 E a U -00 -0-0 a) �U 0 0 (on) ,o Co U -0 2 C: N M a N O 0 U O Q� U) a) H L- Submitted by Lighting Virginia- entral Catalog Number: Type: POAMy, Job Name: RZR-WM2-PLED-III-W-40LED- LIGHTING Southwood Subdivision 350MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: -1RNEv, LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE 1 LED SOURCE LUMENS- LUMENS- LUMENS- L70GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN (HR)-TM21 TEMP. WATTS VOLTS INPUT AMPS 20 LED 20 PLED'Optical 2,706- 2,571 - 2,841 - 60,000+ -20'F 22 120 0.19 Module - 35OmA 2,993 2,843 3,143 277 0.08 347 0.07 20 LED 20 PLED' Optical 3,897 - 3,702 - 4,092 - 60,000+ -20'F 33 120 0.28 Module - 525mA 4,310 4,095 4.526 277 0.12 347 0.10 20 LED 20 PLED" Opfical 4,942 - 4,695 - 5,189 - 60,000+ -20"F 44 120 0.37 Module-700mA 5,466 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED'Optical 6,564 - 6,236 - 6,892 - 60,000+ -20"F 65 120 0.55 Module - 105OmA 7,260 6,897 7.623 277 0.24 347 0.19 40 LED 40 PLED Optical 5,585 - 5,206 - 5,864 - 60,000+ -20*F 43 120 0.36 Module-350mA 6,178 5,869 6,487 277 0.16 347 0.13 40 LED 40 PLED Optical 8,059 - 7,656 - 8,462 - 60,000+ -20OF 65 120 0.55 Module - 525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED, Optical 10,240 - 9,728 - 10,752 - 60,000+ -20"F 87 120 0.73 Module -70OmA 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642 - 12,690 - 14,324 - 60,000+ -20"F 129 120 1.08 Module - 1 O5OmA 15.089 14,335 15.843 277 0.47 347 0.38 60 LED 60 PLED'Optical 8,118 - 7,712 - 8,524 - 60,000+ -20'F 65 120 0.55 Module - 35OmA 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Optical 11,690 - 11,106 - 12,275 - 60,000+ -20"F 98 120 0.82 Module-525mA 12,930 12,284 13,577 277 0.36 347 0.29 60 LED 60 PLED- Optical 14,825 - 14,084 - 15,566 - 60,000+ -201 131 120 1.09 Module - 7DOmA 16,398 15,678 17,218 277 0.47 347 0.38 60 LED 60 PLED' Optical 19,691 - 18,706 - 20,676 - 60,000+ -20*F 193 120 1.61 Module -105OmA 21,780 20.691 22,869 277 0.70 347 0.56 NOTES: 1. Max Input Amps is the highest of starting, operating, or open circuit currents 2. Lumen values for LED Modules vary according to the distribution type 3. System Watts includes the source watts and all driver components. 4. Fuse value should be sufficient to protect all wiring components. 5. 1.701 OK) -TM-21 6x rule applied L70(l OK) - Calculated = 244,000 @ 70CmA =102,000@ 105omA WARNING: All fixtures must be installed in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury g 660 Wmt Avenue O, Palmdale, CA 93551 © U.S. ARCHITECTURAL U.S. Architectural LightinPhoneas(a6) 2332000 Fax (661) 233-2001 Itg ndex Submitted by Li inq Vir inia-Central Catalog Number: Type: r01A44 , Job Name: RZR-WM2-PLED-IV-FT-40LED- LIGHTING Southwood Subdivision 350MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: 6RNE�y LV - CENTRAL20-30857 SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S A OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) 1 assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <t .003") to B facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a C unified assembly.The minimum wall thickness is .188". c ELECTRICAL HOUSING 1 Heavy cast low copper aluminum (A356 alloy' <0.2% copper) FIXTURE A B C RZRWI 8.75" (M-) (sasmm) Dszmm) RZRWI-EM 11 1. (279mm) (358mm) (165mm) assembly. Minimum wall thickness is .188". Fixture Mounting Plate affixes to mounting surface over a recessed j-box. RZR-WM 7 1 Electrical Housing anchors on the top edge of the Mounting PATENT PENDING Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which A re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a B luminaire, have the same optical pattern. LED refractors other specialty IL III, and Type IV site/area distributions as well el T other specialty asymmetric distributions. Panels are field c replaceable and field rotatable in 90o increments. 1 LED DRIVER S FIXTURE A B C RZRW2 16" (4 -) 12" (3e5 ) 6" h52mm) RZRW2-EM ( m) (ss64inm) (16 .) Constant current electronic with a power factor of >.90 and a RZR-W M 2 minimum operating temperature of-40'F/-40*C. Driver(s) is/are UL and cUL recognized and mounted directly against PATENT PENDING the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/6OHz or 347V-48OV, 50,6OHz. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from A 350mA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight B output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral 1 bandwidth only without the use of phosphors. c 1 FINISH FIXTURE A B C RZRW3 (W) (30-.) 6 (1s2mm) RZRW3-EM 23" (584mm) 14" (358mm) 6.5" (165mm) Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140oF. Four step RZR-W M 3 media blast and iron phosphate pretreatment for protection and paint adhesion. 400*F bake for maximum hardness and PATENT PENDING durability. '' C UL US MADE IN THE LISTED tisa 2019093 660WestAvenue 0,Palmdale.Foxl(661) A 93551 23-200 © U.S. ARCHITECTURAL U.S. Architectural Lighting Phanec66,>23a-zooD roxc66,1z33-zao, www.usalig.com _ Submitted by Lighting Virginia -Central Catalog Number: RZR-WM2-PLED-IV-FT-40LED- Type: rOAAs Job Name: ,. LIGHTING Southwood Subdivision 350MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: '44RNS''' LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL LUMENS- INITIAL INITIAL LUMENS - LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K SOOOK THAN (HR)-TM21 TEMP, WATTS VOLTS INPUTAMPS 20 LED 20 PLED'Optical 2,706- 2,571 - 2,841 - 60,000+ -20*F 22 120 0.19 Module - 350mA 2,993 2,843 3,143 277 0.08 347 0.07 20 LED 20 PLED' Optical 3,897 - 3,702 - 4,092 - 60.000+ -20'F 33 120 0.28 Module-525mA 4,310 4,095 4,526 277 0.12 347 0.10 20 LED 20 PLED'Optical 4,942 - 4,695 - 5,189 - 60,000+ -20"F 44 120 0.37 Module-700mA 5,466 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED' Optical 6,564 - 6,236 - 6,892 - 60,000+ -20"F 65 120 0.55 Module - 1050mA 7,260 6,897 7,623 277 0.24 347 0.19 40 LED 40 PLED Optical 5,585 - 5,206 - 5,864 - 60,000+ -20"F 43 120 0.36 Module - 35OmA 6,178 5,869 6,487 277 0.16 347 0.13 40 LED 40 PLED' Optical 8,059 - 7,656 - 8,462 - 60,000+ -20"F 65 120 0.55 Module - 525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED" Optical 10,240 - 9,728 - 10,752 - 60,000+ -20"F 87 120 0.73 Module-700mA 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED' Optical 13,642 - 12,690 - 14,324 - 60,000+ -201 129 120 1.08 Module-'1050mA 15,089 14.335 15,843 277 0.47 347 0.38 60 LED 60 PLED'Optical 8,118 - 7,712 - 8,524 - 60,000+ -20'F 65 120 0.55 Module - 350mA 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PLED' Optical 11,690 - 11,106 - 12,275 - 60,000+ -20*F 98 120 0.82 Module - 525mA 12,930 12,284 13,577 277 0.36 347 0.29 60 LED 60 PLED' Optical 14,825 - 14,084 - 15,566 - 60,000+ -20*F 131 120 1.09 Module - 700mA 16,398 15,578 17,218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19,691 - 18,706 - 20,676 - 60.000+ -20"F 193 120 1.61 Module-1050mA 21,780 20,691 22,869 277 0.70 347 0.56 NOTES: 1. Max Input Amps is the highest of starting, operating, or open circuit currents 2. Lumen values for LED Modules vary according to the distribution type 3. System Watts includes the source watts and all driver components. 4. Fuse value should be sufficient to protect all wiring components. 5. 1_70(1 OK) -TM-21 6x rule applied L70(l OK) - Calculated = 244,000 @ 700mA =102,000@ 1050mA WARNING: All fixtures must be installed in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. 660 West Avenue O, Palmdale, CA 93551 U. S. ARCHITECTURAL U.S. Architectural Lighting Phone (661) 233-2000 Fax (661)233-200, vAN-ffg.com . Submitted by Lighting Virginia- . entral Catalog Number: Type: ,0AA4,p Job Name: RZR-WM2-PLED-IV-FT-40LED- LIGHTING Southwood Subdivision 350MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: A44RNECy LV - CENTRAL20-30857 BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency Back Box (EM) 3/4"Surface Conduit (SC) 1 I EM Back Box is 2' deeper than standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2" BEYOND THE STANDARD HOUSING AND CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) APPLICATIONS.THERE ISM BE AN SCI, SC2, AND SC3 OPTION FOR THE DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDUIT PLUGS. THE EM-LED SYSTEM PROVIDES POWER TO ALL LEDs IN THE ARRAY (20, 40, or 60) M MEET THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF 90 MINUTES - W M 1 = 45% @ 350MA WM2 = 36%@ 350MA WM3 = 24%@ 350MA •MULTIPLY THE %ABOVE BY THE LUMEN OUTPUT @ 350MA WALL MOUNTING Mounting Bracket Wall Plate Mounted to wall. Set Screw Set Screw Lock ' 7,)T _ 1 -pl RZR-WM2/PLED4V/40LED-700mA/CW/277/RAL- PLED® MODULES oa ® ea000 emeoe oeeae am0®� ee0em ie0•i eo eo eo mo oe ee _ S .o. ag as �a m®.mm m®ama mmm.m Qo-oa aga ¢�agv 60 LED Module RZR-WM3-LED E.P.A.=.69 Available in: 60 LED Module 17-77-777 40 LED Module RZR-WM2-LED E.P.A.=.47 Available in: •mmmm 40LED Module •• •• a a mm mm Q!t � 20 LED Module RZR-WMI-LED E.P.A.=.33 Available in: 20LED Module MAX INPUT WATTAGE # OF DRIVE CURRENT LED's 350MA 525mA 700MA 1050mA 60 68W 99W 131 W 198W 40 45W 66W 87W 134W 20 23W 33W 44W 66W 8019-S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED® DISTRIBUTION TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGH -LOW DIMMING FOR TEMP- CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW RZR-WMI ❑ RZR-WMl ❑ TYPE II ❑ 20LED EEjmA NW (4011 El120 [1BLACK ElHOUSE SIDE SHIELDING HS PLED PLED -II ....... 9M STANDARD RAL-%05•T ' ' ' ' ' ' ' ' ' ' ❑ 525mA ❑ 208 ❑ PHOTO CELL + VOLTAGE ❑ TYPE II FROM ROW ❑ CW (5000K) ❑ 240 ❑WHITE (EXAMPLE: PC120V) ... PC+V PLED-II-FR ..... ® El III El 700mA' ElWW (3000K) RZRwM2 El 1050mA' E]277 RAL-9003-T ❑ GREY ❑ SINGLE FUSE (120V & 277V) . SF RZR-WM2 PLED III ® CONSULTFACTORY ❑347 RALL-7004-T El DOUBLE FUSE ....... ❑ 40LED FOR OTHER LED COLORS ❑ 480 (208V & 240V) ....... DF ❑ TYPE III WIDE ❑ DARK BRONZE ❑ STEP DIM MOTION SENSOR PLED-111-W .... AMBEre SELECT RAL-8019-T (PROGRAMMED 50/100) ... • ... • .. • • .... MS-F211 ❑ TYPE IV ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR ❑ RZR-WM3 PLED -IV....... ® RZR•WM3 CONVERTED RAL-6005-T CONFIGURATOR AMBER ...... I ........ I..... MS-FC10 ❑ TYPE IVfT ❑ 60LED PICA FOR SMOOTH FINISH -r ❑ EMERGENCY BACKUP I..EM1 PLED -IV -FT .... ❑TRUE AMBER' REPLACE SUFFIX sUFFN •s• El EMERGENCY BACKUP 1 TRA (EXAMPLE: AMP E: R4L-9aoss) (HOUSING ONLY) ..... EMH1 ❑ EMERGENCY BACKUP 2..EM2 SELECT 1- 700Me1M 105W NOTFOR USE WrrHTRA FINISH ❑ EMERGENCY BACKUP 3. .EM3 LEDs 2- NARROW BAND AMBERS HAVE NO DEFINABLE ❑ SURFACE CONDUIT I... SC1 OCTEOUIVALENT 3- AVAILABLE IN 350mA& 525mA DRIVE CONSULT FACTORY FOR CUSTOM COLORS ❑ SURFACE CONDUIT2.. SC2 CURRENTS ONLY ❑ SURFACE CONDUIT 3 .. SC3 660 West Avenue O, Palmdale, CA 93551 © U.S. ARCHITECTURAL U.S. Architectural Lighting Phone 61 m2000 �(661)233.200, mitted On: ex Submitted by Liahtina Vir inia-Central Catalog Number: Type: rOA41" Job Name: RNS-25-40-11-AB-DM19 25� POLE LIGHTING Southwood Subdivision VIRGINIA Architect: TIMMONS Notes: A40NEo' LV - CENTRAL20-30857 ❑ T20 (2.38" OD X 4" TALL) 7.50"- 8.50" ❑ T25 (2.88" OD X 4" TALL) 180° BOLT CIRCLE ❑ T30 (3.50" OD X 6" TALL) ❑ D 19 270 ❑ D28 so• 70 8.00" 90°, -i- ,270° ❑ D29 ❑ '- -' D39 80• 0° 88"� SLOTTED BOLT HOLES (TYP) ❑ D32 9 I i I I I ❑ D49 90" 7 f •75 90' 270' BASE HANDNOIE ON 0' OPoEMATION. DETAIL 3 POLE TOP DETAIL 1 BASE PLATE 75" ANCHOR BOLT TEMPLATE# ABT-080-4 CUTDOWN T022.5' WITH 30" HEX NUT & CONCRETE BASE BY OTHERS WASHER (X2) FOR OVERALL HEIGHT OF 25' A B PAINTED TO MATCH LUMINAIRE 17.00" PROJECTION ry 3.75" D19 -DRILLED FOR SINGLE LUMINAIRE n t a• DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED T0: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM T0: AWS D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)V1BRAlION DISCLAIMER: ALTHOUGH RARE, VIBRATORS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VARIABLES, MBRAl10NS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FATIGUE FAILURE OR SIMILAR PHENOMENA RESULTING FROM INDUCED MBRAlION, HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH MOVEMENT OF AIR CURRENTS AROUND THE POLE. LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2D09 AASHTO LTS-5 COMPONENT ASTM WIND SPEED(mph) g0 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FT2 3.8 2.3 1.9 0.8 - - - WEIGHT (Ibs) 40 40 40 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. DIA. OR THK (LDS) (FT) (IN) (IN) (IN) RNS-25-40-1-AB 25 4.00 4.00 11-GA (.120") 145 DETAIL GENERAL NOTES DETAIL 3 i POLE HEIGHT 25' (FT) 3"x5" REINFORCED HANDHOLE ® 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC 18" ETAIL 2 DETAIL 1 BASE COVER 0° VIEW AMERICAN LITE POLE REV. DATE BY REVISION DESCRIPTION 2800 S. HULEN, SUITE 200 PROJECT NAME: PO NUMBER: DATE: DWG BY: FORT WORTH, TX 76109 �merical7 817-924-7049 PH. 817-924-7049 FAX QUOTE NUMBER: SCALE: QTY: CHKD BY: Litepw� **CONFIDENTIAL- DESCRIPTION: �.` TRoPMERMTION CONFIDENTIAL. UM RAWINGIS ROUND STRAIGHT STEEL ANCHOR BASE DRAWING NUMBER: REV: P0.0INFO*R ATION CONFIDENTIAL. IN'lHNAUTHORMED ING I DUPLICATION OR DISSEMINATION OF THIS D=MENT IS RNS-25-40-11-AB STRICTLY PROHIBRED WRHOUT PRIOR WRITTEN NOTI '1 C I X A .011 X 1 1 /'1. A FROM AMERICAN LITE POLE 25 Y 1 1 GA LT W 04V feeO v P go CLINT W. x S 1F L E T Lic• N 43Sb r G -1/ 612020 A4Lr1100 M E 0 N O N c Q o > E w E W U Q LL �- o L. ud i n w O d' LI.1 L M <JUco w J N d > p N U W rV T O 0 Q � w to= NN =U�o Q - c Ln rn o N N M a � CO J � H (n O 2 U Z) O 2 H 0 w w_ 2 U Q z O O } (A Z 0 z O a_ U <n w z O w w a DATE 416120 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 11= 30' z U) W > UJ LU v! Ow m LU a U > LL O UI Wiz in O _rn W U V J O O i D O V JOB NO. 40919 SHEET NO. E2.01 L Submitted On: Apr 3, 2020 3/3 Index Page Submitted On: Apr 3, 2020 1/1 Index