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Home My WebLink AboutSUB201900174 Plan - Revision Road Plan and Comps. 2020-10-30SOUTHWOOD REDEVELOPMENT -VILLAGE 1 SUB201900174 ROAD PLAN COUNTY OF ALBEMARLE, VIRGINIA SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: TOTAL AREA (ALL PARCELS): 119.78 ACRES LIMITS OF DISTURBANCE: 15.68 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE 09OAl -00-00-001 EO PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09000-00-00-OOlAO PARCEL AREA: 8.83 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OAl-00-00-001DO PARCEL AREA: 86.80 ACRES ZONING: R2 RESIDENTIAL 07600-00-00-051AO 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: 540.885.092 0 CONTACT: PAUL HUBER, L.S. PAU L. HUBER@Tl MMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS UTILITIES: ACSA SANITARY AND WATER SERVICE, WITHIN MS4 BOUNDARY DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 90Al-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER 51003CO407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.24 AC. PROPOSED IMPERVIOUS AREA = 6.48 AC. LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS. NOTE: SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. Table 3: Phase 1 Site Trip Generation FIFE AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN Our TOTAL IN OUT TOTAL Phase 1 Residenlialk') Apartments/Towntwmes 220121 270 D.U. 2,000 28 95 123 90 53 143 Single Family 210 30 D.U. 343 7 19 26 20 12 32 Residential Subtotal 300 D.U. Z343 35 114 149 110 65 175 Cornmemial Retail 820 25.000 S.F. 944 15 9 24 46 49 95 Office 710 25.000 S.F. 277 43 7 50 5 26 31 Commerciat Subtotal 50,000 S.F 1.221 58 16 74 51 75 126 PhaM i Totall l 3,564 93 130 U3 161 140 301 Phase 2 Residential" Apartmenls/Townhomes 220121 143 D.U. 1.040 15 52 67 51 30 81 Single Family 210 16 D.U. 193 4 12 16 11 6 17 Residential Subtotal 159 D.U. 1,233 19 64 83 62 36 96 Phase 2 Total 1,233 19 64 83 62 36 98 Southwood Total (Phase 1 + Phase 2) 4.797 112 194 306 1 223 176 399 VILLAGE 1 SITE PLAN TRIP GENERATION WEEKDAY LAND USE IT AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ TOWNHOMES 220 20 D.U. 149 3 8 11 7 4 11 SINGLE 210 29 D.U. 332 7 19 26 20 12 32 FAMILY VILLAGE 1 TOTAL 49 D.U. 481 10 27 37 27 16 43 10/30/2019 v n` r �1 L cfv A Oak Hill o- J� B'7fe:n�l1-n Q•°¢ o Hickory St Kn (t c lacks° r SITE �a 'f LOCATION r,$ $/P c VICINITY MAP 111=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 PROFFERS & TABLES C1.00 NOTES & DETAILS C1.01 NOTES & DETAILS C1.02 NOTES & DETAILS C1.03 NOTES & DETAILS C1.04 NOTES & DETAILS C2.00 EXISTING CONDITIONS & DEMOLITION PLAN C3.00 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.01 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.02 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.03 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.04 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.05 EROSION & SEDIMENT CONTROL PLAN PHASE IIA C3.06 EROSION & SEDIMENT CONTROL PLAN PHASE IIA C3.07 EROSION & SEDIMENT CONTROL PLAN PHASE IIB C3.08 EROSION & SEDIMENT CONTROL PLAN PHASE IIB C4.00 BLOCKS & OVERALL PLAN C4.01 LAYOUT & UTILITIES PLAN C4.02 LAYOUT & UTILITIES PLAN C4.03 LAYOUT & UTILITIES PLAN C4.04 LAYOUT & UTILITIES PLAN C4.05 HOUSING & DENSITY PLAN C4.06 OPEN SPACE PLAN C4.07 GRADING & DRAINAGE PLAN C4.08 GRADING & DRAINAGE PLAN C4.09 GRADING & DRAINAGE PLAN C4.10 GRADING & DRAINAGE PLAN C4.11 DETAILED GRADING PLAN C4.12 DETAILED GRADING PLAN C4.13 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 C5.07 SIGHT DISTANCE PROFILES "TE)IRMY611t-TER (96.88- MANAGEMENT PLAN C6.03 STORMWATER SUMMARY PLAN C6.04 STORMWATER SUMMARY PLAN C6.05 PIPE & INLET CALCULATIONS C6.06 PIPE & INLET CALCULATIONS C6.07 CULVERT CALCULATIONS C7.00 STORM PROFILES C7.01 STORM PROFILES C7.02 STORM PROFILES C7.03 STORM PROFILES C7.04 STORM PROFILES C7.05 UTILITY PROFILES C7.06 UTILITY PROFILES C7.07 UTILITY PROFILES C8.00 ROAD PROFILES C8.01 ROAD PROFILES C8.02 ROAD PROFILES C8.03 ROAD PROFILES C8.04 ROAD PROFILES L1.01 OVERALL SITE LANDSCAPE PLAN L1.02 PLANTING PLAN L1.03 PLANTING PLAN L1.04 STORMWATER BMP PLANTING PLANS 05TOMETRie If i.06 Flo PLAN NUMBER OF SHEETS= 61 CLINT W. S FFLET Lic. N . 54380 10/26/2020 am O cc z F- AL Z O a UU U) w If O W W W W L Coco Z Z Z Z Coco W W W W a a a a O O O O »» W W W W cl� cj� cl� Q� W I O O N Q O DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. k-1 (W V J .J �I LU ^ Ll� w LU 0< a � J co m 11J \ W < 0 o U W 0 0 0 W " 0 0 0 1 D 0 V) IOB NO. 40919 Source: ITE Trip Generation, 10th Eddim. 1. Residential trip generation assumes 10% of the units wit be single family dwelling units. All others will be apartmentsilownhomas. 2. nE includes Iownhomes and apartments in the same category with the 10th edition. 3. The o 11 development (Phase 1 + Phase 2) is capped at 5.000 daily lnps. To ensure maximum flexibility, Phase 1 trips were assumed to be split evenly between residential and commercial uses. 4_ Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a net increase of 159 units. L SHEET NO. C0.00 FLEXIBLE USE STRUCTURES LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING AREA (SF) SETBACK SETBACK SETBACK FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. HOUSING MIXTURE PLAN TABLE PARKING REQUIRED AND PROVIDED TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK TOTAL PARKING TOTAL PARKING PARKING SPACE NEIGHBORHOOD CENTER SPECIAL AREA LOTS HOUSING TYPE SPACES SPACES LOCATION REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (1 15'MEASURED ON BOTH SIDES FROM REQUIRED PROVIDED HICKORY STREET RIGHT-OF-WAY) 3, 12, SINGLE FAMILY DETACHED 34 6 6 (4) ON -SITE, (2) ON CARDINAL HILL LANE 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 50' 5, 8-11, DUPLEXES 16 + 2 GUEST 18 IZONON-SDE, HORIZON (1) ON HORIZON DRIVE, (1) FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKOI 37, 38 = 18 ON WARDELL CREST MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18A 28'A 13 MULTIFAMILY 40 40 (2 ADA VAN ) 39 PARKING O, ( ) PILT1 () ON STEPBACe (2) 6-UNIT AND (2) 4-UNIT CARDINAL HILL LANE MIN. N/A N/A 15E 15� 14-23 TOWNHOMES 20 + 2 GUEST 22 20 GARAGE, 2 ON ( ) () 15'E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' = 22 CARDINAL HILL LANE SIDE SETBACK 25-32 TOWNHOMES 16+2 GUEST 18 (16) ON -SITE, (2) ON MIN. 3' 3' 5' 5' NO MIN. = 18 WARDELL CREST 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 SETBACKS MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. MAX. I BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / 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, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE. D A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). c FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. BLOCK HOUSING TYPES Tenure type AMI Range Affordability Provisions Period Approximate Number (range) Number Provided SUB201900174 1-2 N/A — Open Space Market Single Family Attached Ownership/rental Unrestricted NA 0-20 0 Market Single Family Detached Ownership/rental Unrestricted NA 0-40 0 3-4 Habitat Single Family Attached Ownership 25%-80% AMI 40 yrs 0-15 4 Habitat Single Family Detached Ownership 25%-80% AMI 40 yrs 0-10 1 Accessory Units Rental 0%-80% AMI 10 yrs 0-5 0 Market Single Family Attached Ownership/rental Unrestricted NA 0-12 0 Market Single Family Detached Ownership/rental Unrestricted NA 0-10 0 Deeply Discounted Units Rental 0%-30% AMI 10 yrs 0-5 5 Habitat Condominium Ownership 20%-80% AMI 40 yrs 0-20 15 5-8 Habitat Townhome Ownership 25%-80% AMI 40 yrs 0-30 18 Habitat Single Family Attached Ownership 25%-80% AMI 40 yrs 0-15 4 Habitat Single Family Detached Ownership 40%-80% AMI 40 yrs 0-10 2 Workforce Ownership/Rental 60%-120% AMI NA 0-10 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 yrs 0-5 0 Market Apartments Rental Unrestricted NA 200-225 0 Market Townhomes Rental Unrestricted NA 0-30 0 9-12 Habitat Townhomes Ownership 25%-80% AMI 40 yrs 0-30 0 Deeply Discounted Units Rental 0%-30% AMI 10 yrs 0-5 0 LIHTC Apartments Rental 40%-60% AMI 30 yrs 80 1 0 Original Proffers X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-OOIAO, 090A1-00-00-001E0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMD and TMP 90A1-lE (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001AO, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property') which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project'). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Run ZMA 2005-00017 included on Tax May Parcel 090A1-00-00-OOIE0. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parce1090A1- 00-00-001EO are hereby removed and superseded by these proffers. Tax Map parcel 090A1-00-00-001E0 (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenway Connections to Potential Adi acent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (I Oe) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300'" Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia limity 1 ility compan By: Dan Rosensweig, Manager CLINT W. � 2 SIUFFLET A� Lic. N 54300 p 10/26/2020 s ,00 5jO AL F�.••• DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLEIT SCALE N.A. T—1 UJ (D J w 1" J /06 Q I ~ Lu W L.L > LL ^ w I..L -i IY_ pa J m z w Q W }O w z Q0 O J w u W W 0 0 O 0 O 0 O 2 O U) JOB NO. 40919 SHEET NO. C0.01 5 ai L LEGEND GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY . 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). JUNE 27, 2019 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE THE LINE. OF ROAD. (N/A) 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE SLOPE OF 0.004 ft./ft. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 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 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 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. 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND [CC/ANSI Al17.1-03. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. CONTRACTOR. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL THE END OF THE DAY 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 by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. It. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. Albemarle County Public Road Acceptance Procedure The processing, inspection and acceptance of public roads is administered solely by VDOT. The County is not involved in this process until the road is ready for acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be 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. 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. 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) .< COUNTY OF ALBEMARLE Department of Community Development kA Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding. including underdrains. 2. Video Pipe Inspection for an pipes which are not accessible or viewable. P YPP 3. Updated Location with eo-coordinates of all facilities. P g 4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities. g P g g 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect therequirements of P ( ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - CIass III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). rripLTN Opal OC ,, CLINT W. S FFLET •e ee . spa Lic� . S. p- 10/26/2020 M E 0 0 a U N � N C > E w v E w v 3 ¢ a o 3 p U.- w J U 00 W J -N M (7W NV w v 30'x �_J LL oi _ N F U > c L^ 0 o, N a� o w CL O oc AL DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. T_I LU ( V J J H� I LU J > _ a w Q q 0 Q W J m LU Q 06 > O U) W W z O 0 z U 0. 0 O O 2 ,O V / JOB NO. 40919 SHEET NO. C 1.00 L CD-1 -12 TOP OF CUT PAY LIMITS FOR tTYPDAI CUT OUTLET PIPE TO �-PAVEMENT BEGIN WITH 45- SUBBASE DITCH LINE ELBOW FILL UBGRAGE SHOULDER LINE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT / CENTER LINE SECTION TRAVEL LANES y (WITH TYPE 1 SELECT MATERIAL) �'4-'�555 ,0 i-r - - - TRENCH PLACEMENT EDGE OF PAVEMENT PAY LIMITS FOR WTLET PIPE TO SHOULDER LINE EEG�NWWITH 45• i- PAVEMENT SURFACE N BASE 70E OF FILL SUBBASE d7l -12 o-o-o-E SELECT MATERIAL TYPEIORE "/- (TYPICAL) '•••• NS] AGGREGATE, N8 AGGREGATE OR CRUSHED / - CLASS MEETING N8 GRADATION REQUIREMENTS. I CEOTE%TILE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) DR PAVEMENT SURFACE N BASE SUBBASE OR CEMENT STABILIZED SUBBASE - o0 0000 000 00 o i-SELECT MATERIAL TYPEIIOR SUBGRADE o-o-o. ?o§o-o -0 0 (CEMENT OR LIME STABILIZED) - GEOTE%TILE N5] AGGREGATE, N8 AGGREGATE OR CIRRI DRAINAGE GLASS MEETING NB GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDEFURAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HMO TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESRMLE) GRADE. TYPE OF PPE CRUSHING STRENGTH *W,T 4" NOM.DIMETER 3CW,T. 8" NOM. DIAMETER SMOOTH WALL PVC .D3 0.183 SMOOTH WALL PE1 70 PSI )00( 1 1 70 PSI MAN 4. ON CURB AID BUTTER SECTIONS, WHERE IT IS NPOSSIBLE TO OTHERWISE PROVIDE 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. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. * WALL THICKNESS INN) - INC1£S 7. ALL CONNECTIONS (ELBOWS, WTES, ETC.) WRIN PAY LIMITS FOR OUTLET PPARE E TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. NEN*TESTED ACCORDING TO ASTN D-2412 AT 5% DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. �VDOT STANDARD COMBINATION UNDERDRAIN BPREFERDENCEN ROM AND BRIDGE STANDARDS SHEET t OF 1 REWSDN DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 LIMITS OF PAY FOR PAVEMENT OUTLET PPE SUBBASE TOP OF CUT N- SUBCRIDE EW J1,' TOE OF FILL � PILL COMBINATION UNDERDRAN DR RTyplCAL-12 jlT' SHOULDER LINE LINE I I EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS 1 D' TRAVEL LASS CENTER LINE SECTION 1 -E- i�-------� - - (WIIN TYPE 1 SELECT MATERIAL) I I J EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LINE ICA)►�I TOE OF FILL F-PAVEMENT SURFACE ABASE / 0 0 0 0 0 0 0 o SUBBASE UNITS OF PAY FOR OUTLET PPE -a-o-o-o-a-a-a-s-a-a-a-o- -SELECT MATERIAL TYPEIDIRR PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN N57 AGGREGATE, 08 AGGREGATE OR CRUSHED BE TEXTILE GLASS MEETING N8 GRADATION REQUIREMENTS. DR F NON -PERFORATED OUTLET PIPE OR E-PAVEMENT SURFACE N BASE TYPE OF PIPE CRUSHING STRENGTH )CW.T. " NOM. DIAMETER] iHW,T. 6" N01L DVMIETER SMOOTH WALL PVC 1 .103 1 1 0.153 SMOOTH WALL PE 1 1 70 PSI *M* 1 1 70 PSI MMM 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE MATERIAL TYPE II OR SUBGRADE WALL THICKNESS (MINI -INCHES o-o- o : o - o - o - o - o - - SELECT o-o-o . - o - o - o - o o (CEMENT M LIME STABILIZED) XXX TESTED ACCORDING TO ASTM D-202 AT 5 X DEFLECTION. 057 AGGREGATE, N8 AGGREGATE OR CRUSHED OEOTEXTLE GLASS MEETING 05 GRADATION REQUIREMENTS. DR G GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAD TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (A DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 - INLETS OR MANHOLES. SIZE NO. 2IB BE�T� TH) 4, ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" MOVE INVERT ELEVATON OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH M THE OUTLET PIPE. 7. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION �VDOT REFERENCE STANDARD COMBINATION UNDERDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 % 701 VIRGINIA DEPARTMENT OF TRANSPORTATION DB.OS CG-6 NOTES: 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CUR B N GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB N GUTTER SHAII BE CONSTRUCTED PMALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF W-6 IS BASED ON ROADWAY CLASSIFICATION AND R THEROADMMANUL N TEESECTION ON GS URBAN STANDARDS. D G p 0 p o BE CONCRETE OU THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION Normal Stub Street: ( r 1 I 1"0 n. I r' 1 Border Radius: 1.125" Border Thickness: 0.5" VDOT SSAR STUB -OUT STREET SIGN No Scale ^' LENGTH 5' FROM EP ANurTVK VVI I rT %8 REBARIMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONC. WHEEL STO No Scale H A ROAD CROSS SECTION HICKORY STREET (25 MPH DESIGN SPEED) COMPACTED SUBGRADE SIDEWALK (PLANTING STRIP) NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. HICKORY STREET CROSS SECTION No Scale A R1-1 STOP 'Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 775 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 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.0) -N -1 � ®G20-2 (V) 500' ± o��80' 120' SHADOW VEHICLE o a REQUIRED � rIE CURB AND (TMA REQUIREMENT o `ONSTRUCTED SEE NOTE 8) E SLOPE OF ILLUMINATED FLASHING � owpeD A SEE o (AMBER CAUTION MODE) NOTE 7 TYPE B OR C if O � SEE 0 NOTE 5 o0 ILLUMINATED FLASHING o AMBER ARROW 0 H TYPE C SEE NOTES 3 & 6 XVDDT SEE NOTES o 0 0 SHOULDERSEE NOTE 5 ER ROAD AND BRIDGE STANDARDS 2 S 3 REVISION DATE SHEET 1 OF 1 l zo1.a3 I 1 W4-2R I N SEE NOTE 2 R4-V7L KEEP UNE ENDS W9-2L LEFT ML fl6E SEE NOTE 2 RIGHT flIGXT UNE W9-3R -. cl.osrD ctoseo xuo MEAD SEE NOTE 2 ROAD � RDAD WORK ice- WORK W20-1 AHEAD AHEAD MOT PLAN No Scale STEEL EDGING 8' r -1.5" SM-9.5A 5' (PARKING) 11' (BIKE LANE) CG-6 (TRAVEL LANE) 2% -12.5' `2" IM-19.OA 3" BM-25.OA 6' (PLANTING STRIP) RIGHT OF WAY AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) 1 ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PATH SECTION No Scale NON -SLIP BROOM FINISH 5' SIDEWALK 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C L 2" COMPACTED STONE DUST PATH 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA D D O O O D D D 8" TYPE 21-B AGGREGATE SUBBASE COURSE 0 o D o D o COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale o 8" 57 STONE XA/NA/�V�%i�A/i�A COMPACTED SUBGRADE a DENOTES GRAVEL ROAD ON PLANS GRAVEL ROAD SECTION rNo Scale r0!tpLTH OF aan ROAD CROSS SECTION WARDELL CREST :�`r CLINT W. z: (25 MPH DESIGN SPEED) � `j2SFFLET i� Lic. N . s•3ee 4.0 10/ 2612020`-ski4 V � NAL 1.5" SM-9.5A C%L ,,,, • 1O ••N•�N,,aN CG-6 I CG-6 28' 2 5' (PAVEMENT WIDTH) 25 f-2% 1 2%- E 0 ( • •�Sw1;1 CID0 'I'•. N Vi Q O > E 1 COMPACTED SUBGRADE -----f 2" IM-19.OA 1 W Q E 5, 6' 3" BM-25.OA 6' 5' H_ LU v 3 SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK QQ a o W 0 N.i 5T RIGHT OF WAY ¢ _j u 00 z a J -Li O NH �y r a RED rv� EL NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND z � ; VDOT SSAR DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) 3 0 ('n x toil PARKING ALLOWED ON ONE SIDE OF THE ROAD. u LL. W �R �v 11 I-til-ti = V > O W W W W WARDELL CREST CROSS SECTION Q n 0 Ot No Scale ° Lu >O V >O V 00 _1 o w 2 2 2 2 O H Z3 ZI Z3 ZI 0000 ROAD CROSS SECTION HORIZON ROAD (STATION 10+00 - 20+12) 1r � 1r ada N d M (25 MPH DESIGN SPEED) 02000U) Ln U) Ln O (Y tY ly (Y F 0 O O N 6L > W Q r*4 CG-6 I 1.5" SM-9.5A CG-6 F N ry 36' u Nlr*4 2 5' (PAVEMENT WIDTH) �I 2 5 z rn -2% 2%, O L DATE > 1 COMPACTED SUBGRADE 1, 0 10/30/19 2" IM-19.OA } DRAWN BY 5, 6' 3" BM-25.OA 6' 5' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK J. FOX 61' RIGHT OF WAY • DESIGNED BY C. SHIFFLETT NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND • CHECKED BY VDOT SSAR DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON BOTH SIDES OF THE ROAD. : • C. SHIFFLETT HORIZON ROAD CROSS SECTION STATION 10+00 - 20+12 SCALE No Scale • ROAD CROSS SECTION HORIZON ROAD (STATION 20+12 - 28+10) s � W (25 MPH DESIGN SPEED) t n c/L J CG-6 1.5" SM-9.5A I CG-6 28' I -I 2 5' (PAVEMENT WIDTH) �I 2.61 > -2% 2% i:4w5+ 1 COMPACTED SUBGRADE 2" IM-19.OA 1 5, 6' 3" BM-25.OA 6' 5' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK 5T RIGHT OF WAY J W _U NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND O Q I- VDOT SSAR DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) < LLI PARKING ALLOWED ON ONE SIDE OF THE ROAD. Lu C) HORIZON ROAD CROSS SECTION STATION 20+12 - 28+10 W Q 06 No Scale O LLI ROAD CROSS SECTION 0 o z CARDINAL HILL LANE y (25 MPH DESIGN SPEED) I C1 O CG-6 I 1.5" SM-9.5A CG-6 28' 25 (PAVEMENT WIDTH) �{ 2.5' f 2% ZD/0 1 COMPACTED SUBGRADE 2" IM-19.OA 1 5, 6' 3" BM-25.OA 6' 5' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK O 5T RIGHT OF WAY AGGREGATE SHALL EXTEND - NOTE: ROAD CROSS SECTION COMPLIES WITH V BEYOND THE BACK OF CURB (TYP.) 106 NO. VDOT SSAR DESIGN STANDARDS. PARKING ALLOWED ON ONE SIDE OF THE ROAD. 40919 CARDINAL HILL LANE CROSS SECTION SHEET NO. No Scale C 1.01 c 5 Rli c L 6 pLT H pF /Nor IS-1 WP-Y ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING (4) 1' (2/5mm) DA HDI6 1 1/2" ON 32 3 4• (634mm) DIAL 27 1/2" DIA BOLT CIRCLE. [699mm] 0 7 • ,� S � r CLiNT W. �i ITx I~- It78mm] 2: Q CONCRETE BUMPER BLOCK EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) B�mm]w� • (•J� S F F L E T > ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN &WS roONTOURI TACK COAT TIE PROPOSED 24' D(A : A LiC. N seaee !a LOCATION (VAN) OF PPE CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS [6DNBROIN , 10/26/2020 4V HANDICAP SIGN FACE OF LOCATION (TYP.) CURB I ! '. I _____________ __ EXISTING SUBBASE PROPOSED SUBBASE zs THIS Du s/s^ [722mm1 [16mm] 'O' N G • •///.`S'I�T1AL �`(it,��, .. _____________________ COMPACTED SUBGRADE O O [964mm] [680mm 1 1/2" 13/18] [38mm] Lf EOP % '� CONSTRUCTION JOINT DETAIL FRAME SECTION [20mm PAINTED SLOPE TO GRAIN TO INVERT q OF OUTLET PIPE ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SIIBBfSE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS 2^ (Stmm) LETIEBS (i✓EC65ED FLUSH) �( (+) E O U o8' 18' PER 2 MAX.Mx - �� SECTION A -A ® PROPOSED MINIMUM II/: INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS (25mmj I A A m U N C 4" AS DETERMINED BY CORES (SEE NOTE 3) PN r [7gmm� [73mm] �J y �0 Q O VDOT 4" SPEC. PAINTED TRANSITION BETWEEN PIPE RENTSDIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF 22 13 76" 2 1/s• 3 33/18' $ja m7 [97mm] [ > E E STRIPE PIPES ARE ENCOUNTERED. 6 NOTES: [$4mm / 0 2$• t 3 8" j635mm] W � .N (TYPICAL) 8' 5' 8' 8' $' 9' I r(An 1. ASPHALT PAVEMENT WIDENING SJI l HAVE A PAVEMENT DESIGN N 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. H5 tt /16" [35mmj 9/t 8" O.D. OF GKi GROOVE [17mm] [14mm] SECTION VIEW w 3 F_ U G) 3 Q LL O 3 _ 1�` SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 1) (6mm) DIA CAM BOLT NEOPRENE GASKET LL `m TYPICAL VAN NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAN 3. A BROWN OF THREE CORES SHALL SE 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 MART. SEE ASSEMBLY DETAIL L (2) WSHR 1/16 X 5/8 X 1 1/2 UBBER PART# 00981046 w O P^-I L L O Q J U 00 Z ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE ON PLANS OR WHERE INVERT OF PPE IS ABOVE AVERT OF TO INVERT OF STRUCTURE. glTLET PPE MANHOLE DROP TO BE FORMED AND CONSTRUCTED / •. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF II// INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY T[ff ENGINEER. S C (2) CORED 1800" 1 5/8• ) OLT HEX 5/6-11X3 1/2 SS l W PICKBARS $mm I 24pp• [41mm RT% DWB725D W J - Uj M 3 > O 0 H W I IN ACCORDANCE W(D1 MPIJCABLE STANDARD OR SPECIAL DRAWING. A THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A • L� PORTLAND CEMENT CONCRETE ME( CONFORMING TO GLASS A3 OR / A% / 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE NIJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 1/2" [6mm 63 DIA. STAINLESS STEEL ROD) WBHR 5/B ID 1.50 OD 55 1 1/8^ (29mm) DIA BOSS [73mm - RT# 00931318 d O N N N U w d UP TO 41, BI E T THAATER A25XND COF COMMISIST OF ONE.GATE BROKEN BE ' V:. I B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMBS 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 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL J(2) O) r1 Z_ f r✓ ~ �i O X U BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I SHILL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I ��//�I %:': AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAdGKMDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(.) OF THE SPECFICATpNS. NUT HX S e-11 ZN NYLK Np-IES. 2) / ART# 00981264 TALI J Q <L (J) W OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. , DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - " ^ 1. ALL MANHOLES MTHIN 100 YEAR FLOODPLAN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER.) NUT NX JAM 5/8-11 ZN N a = "T 0 (A I� U) � � I� � � PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - � NIXVIgIALY TO BEST FIT THE PARTICULAR INLET ANAL OUTLET 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WALL BE CONSIDERED. RT# DO981226 3, COVERS SHALL BE FIXED TO FRAMES WITH LACKING LUGS OR SIMIUAR ASSEMBLY. Ln = v N U UO Z 0 Z W 2 W 2 W 2 W CONFIGURATION AND FLOW LINES. SECTION B-B 5R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 F - Q U) PLAN c ° y > METHOD OF TREATMENT IN MANHOLES MANHOLE FRAME & COVER LOCK LUG ASSEMBLY ^ w v W uU U uU U N.T.S FIG S4-E a v 00 _1 2 2 2 2 VpQT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE Y/pQT ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD NO BRIDGE STANDARDS MANHOLE &INLET INVERTS AD ROM MD RIDGE STANDARDS FOR WIDENING SUBJECT TO TRAFFIC �~ () () () 0 SEET, DF, REVISIONDATE STiOF, REVISION N DATE TYPICAL PARKING SPACE DETAILS 302 315 u u 0 3p3.O2 106.08 VIRGIMA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION() O' OL Q� O' Q� No Scale 2016 ROAD & BRIDGE STANDARDS FRAME & COVER M 0 C1 C1 C1 C1 SIGN PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS SEE FIG. S-I-D, E = W 1j, W U W ti W U 0 PLACE 5' GALVANIZED " WITNESS " POST WITH FRAME & COVER STREET SURFACE OR Z) > W > W > W > W STD. U POST CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 20 LOCATION MAY BE SUBJECT ". (SEE FIG. S-I-D,E) NON -PAVED AREA O � � � � GALVANIZED AS DIRECTED. MARKER •': = TO HIGHWAY DEPARTMENT APPROVAL. ' SLOPED AREA '•; •••a.• " STREET SURFACE OR - «,. - w•�•' - 2-0" RUBBER COATED STEEL STEPS o > 0 o 0 o (v N FINISHED GRADE SET DOGHOUSE BASE , EXISTING SANITARY NON -PAVED AREA V-O" MAX .'� e CAST IN PLACE .� w I \ ON CONCRETE BLOCKS .: ;• SEWER PIPE _� SLOPED AREAIT e = Q O O DOGHOUSE OPENING SHALL :�. • '�"� .•' • L • " MIN. 72" CLEARANCE - �'"`;;�:i�11""'� " PRECAST REINFORCED CONCRETE .• Q O 6' BE PREFORMED BY ' ' ' ! • BETWEEN EXISTING PIPE MANUFACTURER OR !" ''r ' •:: �• AND STONE BEDDING 1'-0" MAX �� SEC11ONS WITH 0" RING SEALS z 0 DATE SAW CUT TO FIT PIPE * • OR APPROVED EQUAL CD OUTSIDE DIAMATER '•".' i ..�. 2'-0" A e > POSTTOBE . !' ADJUSTABLE TRAFFIC RATED li PLUS 6". . -- '>. " V-0" MIN e D 10130119 DRIVEN VALVE BOX W/ LID '' 12" THICK VDOT '• THE DROP CONNECTION SHALL BE O DRAWN BY z No. se STONE BEDDING ` RUBBER COATED STEEL e DUCTILE IRON PIPE (CLASS 50) } B"x8"xts" AND ¢"xa"xis" 3'-0" MIN STEPS CAST IN PLACE 5" BACKFLLED IN 6" LAYERS AND °a SOLID CONCRETE BLOCKS CENTER W/RISER JJ� COMPACTED BY HAND TAMPERS OR J. FOX N DOGHOUSE MANHOLE BASE WALL 4 EACH) PRECAST REINFORCED 12" MIN BACKFILLED WITH SELF -COMPACTING .; '. :: :. �, iiiilliiilll,IIIIIIHI ITN IIIIIIII Ir II II, III IIII,III„MITI,III„II(,III.,,,,HITIIIHN„II IIII I WAIN., III I IIII„IIII CONCRETE SECTIONS 12 MIN "0" RING SEALS L 16'" MAX 16" MAX STONE. 5„T_O Q DESIGNED BY N d' FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE MINIMUM ELEVATION MINIMUM ELEVATION DIFFERENCE •• C. SHIFFLETT- BE CONSTRUCTED AS SHOWN Nt1H 3,000 PSI CONCRETE DIFFERENCE ACROSS M.H. 5" 4'-0" 5• . 12"MIN 12"MIN ACROSS M.H. FROM INLET TO CHECKED BY ON FIGURE S-t-A OR NON -SHRINKING GROUT FROM INLET TO OUTLET VARIE . OUTLET SHALL BE 0.20 FEET • M.J. GATE VALVE SHALL BE 0.20 FEET. CONCRETE VARIES •' •' " A FILLETED INVERT FOR A SMOOTH • C. SHIFFLETT _ _ _ _ _ -- -- ALLOW CONCRETE WRAP EXISTING PIPE WITH DEPTH OF FLOW FILLETS CHANNEL TO BE � 3/4 DIAMETER OF , • f" TRANSITION OF FLOW BETWEEN .. INLET & OULET PIPE SHALL BE • a t 'G PROVIDED. • • SIGN AND POST DETAIL SCALE TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE .`_, CONTRIBUTING -- - a ,. . 12° . � � �: p"'� '... " .s' �' > '.P' ...D' • N.A. NO Scale BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- SEWER. a •, • , ! :. •a- '- 12" A FILLETED INVERT OR A SM00 d IA OF EST DIN WATER LINE CORROSIVE STRAPS, 3 ON EACH SIDE OF OPENING TRANSITION OF FLOW BETWEEN PIPE MANHOLE P P VA. SIGN FOR THE DISABLED ON 0.80 GAUGE INLET & OUTLET PIPE SHALL BE MIN. 6" BEDDING WITH NO. 68 STONE ALUMINUM. COLORS: GREEN BORDER & 4 ( 12" MIN. CAST -IN PLACE �• PROVIDED. MIN. 6" BEDDING LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1ooloolool 2500 P.S.I. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. SPACES SHALL BE IDENTIFIED BY ABOVE CONCRETE '• 8 ° 2'x 2' BEARING AREA. THRUST BLOCK d IIIIIIIIIIIIIIIIIINI IIIIIIIIIIIIIN"'IIIII IIIIIIII,IIII,IIIIIIII"I'I,I„I,IIIII„I,III IIIIIIIIIIIIIII,III IIIII, I NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES.. W / Y1 v. OR NON BASES. 3 ALL JOINS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED `J PENALTY PENALTY GRADE SIGNS AS RESERVED FOR PHYSICALLY �- 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW EXTENDED -EXTENDED INSIDE AND OUT.SM $5W RE DISABLED PERSONS. PROVIDE ONE (1) R-7-8 . ° d , a. FLOW TO THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 4, SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE SIGN AT EACH PARKING SPACE INDICATED ON TOWAWAYZaPE TOWAWAiZ01E SITE PLAN. SIGN SHALL BE ALUMINUM - - - ° c 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 INSIDE AND OUT. TYPICAL MANHOLE SECTION DESIGN ON SEWERS WITH STEEP SLOPES. J (PAINTED WHITE) WITH GREEN LETTERS AND OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN SHOWING BRANCH TIE-IN I--i AccEaseLE 6'ABOVE SHALL BE PLACED ON STEEL POST 1-1/2"0 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE WITH DROP CONNECTION FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. TYPICAL MANHOLE BASE N.T.S > GRADE TYPICAL GATE VALVE NTS FIG. W-5 SHOWING "DOGHOUSE" INSTALLATION FIG. S-I-A NTS FIG' S-I-C 0 ADA PARKING SIGNS _ N.T.S FIG. S-1-Al TD-25 No Scale FINISHED GRADE VARIES VALVE BOX NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- w 4" DIAMETER BRANCH VILLE THREADS WHICH IS AND VALVE LOCAL STANDARD. LIFT NOTCH ^ I �- I < J M.J. PLUG Q1HE 1 LENGTH OF BRANCH VARIES 6 MIN [COVER 14 1/2" 12 3/8" 12 1/2" AIR RELEASE VALVE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL Lu _J q Q VARIES 2' TO 10' - LARGER THAN 5 IN ANY •. (270') 36"MIN DIMENSION O w BRONZE GATE ` 18"-22" 7 CU, FT. VALVE BOX I #68 STONE WA R BRASS OR BRONZE PIPE VALVE 24"MI INTIAL BACKFLL* 8"MIN (6" LIFTS) m J _J W Q 06 WATER MAIN RESTRAINED JOINT FITTINGSHAND p� pp GG EMBEDMENT *THOROUGHLY COMPACTED LL > O U) -° ^ 6" GATE CAST IRON LID 18" METER BOX IFRPOSSIBLERADE _I ' SPRING LINE OF PIPE O MECHANICAL TAMPER W ILU - 42"MIN - z ON-LINE '';: ;� IIII=III- I` HAUNCHING N0. 68 STONE - - Q 0O B ) 6" X 6" TEE --,=1 I�I� IC BEDDING 6" max "min (TYPE ^^ W 2500 P.S.I. CONCRETE ; '' " BASE AND THRUST ; `:',, . f "� o:?.. " • BRICK SUPPORTS OR SOLID CEMENT BLOCKS REQUIRE W (SHALL BE REQUIRED WHEN SOIL -(.. .N• BLOCK AGAINST UNDISTURBED STABLE '�J I`L CRUSHED STONE CONDITIONS ARE UNSTABLE VARIES THREADED COUPLING BRASS NIPPLE AND PVC SOIL. STEEL PILE '• Tory �N o ML1 TYPE SOFT ALL PIPE) PVC SLEEVE o CAP RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN 18 " COPPER O LUBRICATE ALL THREADS A HYDRANT IS LOCATED IN A FILL, IN ADDITION xj THRUST BLOCK t0 FIG. TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. ` 6" EXTENSION CORPORATION STOP O METER BOX (SEE W-7) VALVE OX 6" \ NOTE NO. 57 STONE PIPE SLOT 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE M.J. FITTING NOTE (2 PLACES) BACKFILLED ENTIRELY WITH NO. 21A STONE. PIPE THE BOTTOM OF TRENCH SHALL BE SCRAPED a PIPE SLOPED 2. FOR DUCTILE IRON THE TO DRAIN IF 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. NOTES: AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 = GRADE ALLOWS 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT STONE SHALL BE PROVIDED' VARIES VARIES 2" BRASS PIPE ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS OR APPROVED EQUAL 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE 2" THREADED TAP VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. SHALL BE USED. O WATER MAIN AND VALVE IT IS NOT NOTES: 2 FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER ) ARE SAME SIZE PLUG 5. FIRE HYDRANTS SWSHALL BE INSTALLED AT LOCATIONS WHERE WEEP (i) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. ( n HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 3) iN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN v DEAD END REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. THE MANHOLE CONE. (TYPE "A") TYPICAL SEWER PIPE 106 No. TYPICAL METER BOXES TYPICAL BLOW -OFF ASSEMBLY TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (5/8"-l" METERS) INSTALLATION IN TRENCH 40919 AIR RELEASE VALVE (ARV)SHEET FIG. W_e N.T.S. FIG. W-4 NTS NTS NTS NO. C1•02 FIG. W-7 FIG. W-9 FIG. S-3 as 87) v'O oo ao su Z 20 o� c �w c� AN D- 0 C) c Iz � In 13 Z 0 n 0 � a �m o� �3 n N c .2 Y XC do 12 �8 E `o o � M a 10 'a �o e I; a c m C c 01 C Ti E 0"s E F _ L � 4•; Y MIN. � 17S�I 8' MIN 4 3. a 4. 44' MIN. d 3� `4• r•••e 1e MW. !. ,� •4 3Y MN 4: WINGNUT LOCKING ASSEMBLY BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4'. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-78 4" DIAMETER BRANCH AND VALVE -� - WATER rD-lb AEVE BOX VARIES \--RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLUG vMN1ca THREADED COUPLING PVC SLEEVE NIPPLE AND PVC o CAP S LUBRICATE ALL THREADS THRUST BLOCK %a METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2' PIPE SLOPED TO DRAIN IF - GRADE ALLOWS \\ VARIES:.. VARIES 2" BRASS PIPE `WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 AIR RELEASE VAO BRASS OR BRONZE PIPE SOLIID RENT BLOCKS 1D_19 COPPER" SOFT STOP GRADE I GATE I STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER NTH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WA_' RLINES 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) NITS Flo. W-9 M-2020 VARIES BOX TO METER BOX (SEE FIG. W-6P THRU JW-7E). " VARIES l 2" COPPER WATER MAIN M.J. FITTING 4 DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UN LESS OTHERWISE SPECIFIED BY THE ACSA • SERVICE LINE TO CONNECTAT MAIN WITH X"x4"TEE • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. USE 25W P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 4 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 TD-13 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2• 3'1' S'0' 318, 2' 3.1' 5.0• 5' 4' 5' MIN, 12' NIN, GREATER THAN 4' PROPOSALS WILL HE SUBMITTED, B DOOR HINGES I------ ---- -----"'I I I I I i I I I I I I I I I LIFT HANDLE TYPICAL METER VAULT N.T.S. FIG. W-7A TD_14 SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ WITS, TOP VIEW 3^ DIAMETERT BEARINGFA E UNDERNEATH ?4' X 36' NLUMINUM ACCESS LATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES (2 MIN 2' TO 10' (2701 18"-22" VALVE BON 7 CU. FL #68 STONE 42"MIN 6" GATE VALVE .. I. TEE 8" 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST ` UNDISTURBED STABLE SOIL STEEL PILE III WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) & 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 REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 1 171 '• • 1 IL I M.J. GATE VALVE WATER LINE L- � . . 2500 P.S.I. CONCRETE 8 d 2'x 2' BEARING AREA. THRUST BLOCK d A, V • d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE Y COMPRESSION x 31e MALE PIPE COUPLING OR APPROVED EQUAL Y TYPE 'N' SOFT COPPER NOTE NO SWEATED F1TnNGS DUAL SERVICE - TYPE W SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 0 FOR USE ON ATTACHED / AMILY RESIDENTIAL SMVICES OR DUALERESIDENTIAL J AND IRMOA110N SERMCM. 2' P COMPRESSION z 3/4' MALE PIPE COUPLING OR APPROVED EQUAL O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATOR METER IS NOT PROMDED. -CAST IRON LID .... FINISHED GRADE 30- MIN. CWPERSETTER 1/0 BEND COUPUNG� Y - Lr, MfIER V cORPORATe1 STOP ;x?..• <<�4Y BRICK As v''H.a1- SANG OR OUST LINDEN :">'>.1': y. � 4' DIANEIpt DRNN PIPE, Ir PoCKET, COOT wNIMUM THICKNESS) „tt;�!,�au'_yy?)'-��''!,y a�lA SPEC. TO3. N0. 5] AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TDTD_IU FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 180 BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PPIIZE A B C D E F V - 1'- 2'-3 7-e 1'- r 1 1/4• e' 2'- 3'-0 2 - 1' 11 2'-8 1 1 4• it 1/4' 10' 7- 1Y T- IF 3'-0 V-B' 3'-3' S-4 '-6' 2 'Ir 4• - e 7-6 Y- 7-e• 1'- z'-W 1 I V 9' 3'-0 4'-3' 7-e 7-W 3'-3• 2• Et 1/z' 10' 3'-3" 5'-0 3'-0 7-9 3'-g 2' tY 3'-B' 6'-3 3'- 4'-3 2' Is_ 5'-0 7'-8 3'-3' 4'-0 V 2 7/2• 4- e L-_W W-0 S-0" 3'- V-3' 2 1 4' Ir 3'-B B'- 3'- X X-9' 2 110 46' 10" 4'- 1Y 5'-3 9'- 3'-3 6'-0 5'-B 2 1/Y 18' e'- 11'- T-9" e'-0 r-J' 2 1 Y 3" THREAD 1 NOMINAL AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B CHART FOR UPPER SECTION VERTICAL BLOCKING N.9IE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A Top View d 6" MINIMUM 4.' ) " a' 4" MINIMUM d.. A . NOTE: RESTRAINED JOINT FITTINGS - Side View 42' Minimum -_-_ d.d. I� Q. Certification of 953 41 11-. compaction required d ..ii4 Galvanized Steel Beam, W12 x 14 (min. size) •--� .d 3' min. penetration into undisturbed soil or as approved by the o ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 ASTM A36 AND HEN NOT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DI SOIL (TYP) ALL -THREAD ROD WATER MAW xi ® ♦ io �3 VALVE 1 24" MIN UNDISTURBED EARTH PLAN • CLASS A-3 CONCRETE MEGA -LUG is MIN MIN 8" ELEVATION UNDIBNISEO FJiR " TRFACH MW - WIDTH MIN I � I � SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS URGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES MIS Fig. W-30 TDTD-66 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LCOATED WITHIN THE RIGHT OF WAY. VARIES �-30'iz-► 10'= 1 5' 1 1 ._. I I s' I F WATER SEWER 3 z o � � E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM a SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-I TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 7.2a"�tl`r ,^ INITIAL BACKFlLL-\ ., zlal IN * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 MI INITIAL BACKFlLL 4 1 UNSTABLE S01L\ MIN. MIN.-_ _ MIN MIN. 6 STONE ;GRANULAR FILL AS APPROVED BY ACSA STA I bcl� STgBLE SOIL OR ROCK' NOTE L NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.140 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEET) W.YD. CJ.YD. BEND L H T L H i BO 2.50 2.50 3.01 0.24 4• & 6" '� 200 225 260 0.15 200 225 2So 0.15 221/2 1.50 2-00 252 0.10 111/4 1.50 2.00 250 0.10 BO 3.66 3.16 3.21 0.48 45 2.66 268 2.77 0.26 8" 221/2 1.66 2.16 2.69 0.13 3.18 291 266 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" '� 3.33 3.58 295 0.43 3.83 4.00 2.83 0.82 221/2 2.33 2.58 286 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIG.TS W-3 TD-3 r� pLT N �jF ad CLINT W. S FFLET -0 Lic. N D4380 i 10/26/2020 1 t[ �ti s1-ONAIL �liG• ^� E 0 0 0 N � N C > E W O E CU W o 3 EU 0 W O m^i <� U00 Z - LO O ELI (A N N V W v � O � X U W LL 0 u U>� O_ W W W W ~ �0) F ° ^ - 0 0 0 0 w v U U U U 00CE. -1 1- 1- oLU ZZZZ uDH O O O O K K K K � a � a 0 O CI q CI rul 0 w L1) V) w (7 >>>> 0 W ua W W O IY IY IY K ~ o 0 O C) V W 1V FN O w H N NO� Q R O Z "1 0 U) DATE > � 10/30/19 0 r DRAWN BY 1. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLE7T SCALE N.A. J ��•••�� V .J �I 0 I w/ z li WQ� > J_ LU J (3 O a W J 0�( W Q `06 UIL C1 U J W W - 0 7 L Uj O T� i \/ / IOB NO. 40919 SHEET NO. C1.03 0 c 5 a a; U c L of,pLTH SEWER SERVICE LATERAL CONNECTION NOTES: r Li 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLEAND Ar NO INVERT ELEVATION FOR THE SERVICE RAL IS ? S THE TOP (ROW) ELEVATION OF THE SERVICE INDICATED , � DIAMETER MANHOLE GLINT W. zt LATERAL PIP) SHALL0. THAN THE o REQUIRED :O ELEVAION OFLEEST LOWEST PIPE CONNECTED TOP TO THE MANHOLE Z ..J /, S F F L E T > • 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL B41oP IWwo.E PVC �A A Lic. N s/Jee BE CONNECTED USING A PIPE SADDLE ' 4,tT4U USE ,l4�G APPROVEDFLEXIBLE RUBBER o e fO 10/ 26/ 2020 4V �i 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q o2 �. � G�4 (1/4" PER FOOT) 3000 PSI CONIC. BASE�/�NU / s R 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN I0DIAMETER ;;•��ROADWAY R 4'. A GASKEtED3TOP COUPLING BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 27' CHANNEL 1/4" 1' MIN OF 3 FEET. ^,•P PIPE IPEN TREATED TRAPS STEEU Y:*.[ 2 TACED ICCALLY e i, JlrNRMENT E FINISHED GROUND MARKER90' f e RESTRAINED BENDu1i !AERYsNUt 1 BRANCHPAVEMENT 12" E N E 4' •. ' E ' MAINSEWER 42' MIN. PIPE Q 2" LL 0 COATED STEEL BAND OR STAINLESS 42' MIN. 0.25' MIN. THICKNESS STEEL CASING INSULATORS PLAN '� W O m i Of t rh STEEL CASING ` I 112' BOTH EETE NDDSFlLL Q j V CO Z PLUG END OF PROFILE "�" o M O ro; MAIN LINE SECTION SERVICE LATERAL NDJ. 6' BEDDING WITH NO. 68 STONE O LL1 v m .15O,O_ 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO FLEXIBLE CONNECTION N��' z - u 2'-o'T 7' DR a 7' DR s' 2'-0 (z)FEEr. WITH STAINLESS STEEL ALL CONNECTIONS TO a o ¢ Uj T2'-°', r 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTEDTO BAND EXISTING MANHOLES SHALL T o W ? I'` 0 n If-, (n [n (n UCTILE IRON PIPE i 181 DR 20' JOINT OF DI. ^ THE DROP FITTING WITH STANDARD GASKETJOINT. BE CORED AND A FLEXIBLE "BOOT � = v ry Z 2 Z 2 ESTRAINED JOINTS) I VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF CONNECTION = v> QSTAINLESSSTEEL O w w w w3. NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF INSTALLED O u, ° ^t U7 O O O O PAVEMENT. WHICHEVER IS GREATER. 4.SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT w v W K U Q) U Q) 2. ENDS OF CASING CAN BE SEALED USING APULL-ON END SEAL GASKET IN LIEU OF CONCRETE FILL. IN LINE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. rv1 3, MIDDLE SPACER SHAH BE PLACED AT THE CENTERPOINT OF PIPE JOINT. PLAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE Flow. TYPICAL MANHOLE PLAN > VARIES 6.VERTICALDROPPIPESHALLBEINSTALLEDAT90DEGREESFROMTHEACCESSSTEPS. C) C) C) C)WATER 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - IN """" TYPICAL STEEL SLEEVE INSTALLATION TWO 8•DIAMETER DROP CONNECTIONS. w w w w Uj UNDER ROADWAYS SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o O O O O N.T.S FIG.W-10 FIG. S-I-B _ LD w (1) �: w (r) j w V)(r) �: w j N.T.S. N.T.S. FIG. S-2 FIG. S-1-C2 - 0 UJ UJ UJ K TD-33 TD-30 TD-27 = ~ C)C) C) C)( V (V Q, N r Q)W rlj H N Q R O �E O FRAME & COVER DATE FRAME & COVER (SEE FIG. S-I-D,E) (n REMAINING BACKFlLL SHALL �mE SEE FIG. S-I-D, E STREET SURFACE OR STREET SURFACE OR j 0 10/30/19 NOT CONTAIN ROCK MATERIAL JIN g o NON -PAVED AREA NON -PAVED AREA p 36"MIN LARGER THAN 5" IN ANY E SLED AREA y =u"� SLOPED AREA ";zz DRAWN BY DIMENSION E vo �+-- S - ,;".•. 24 MI INITIAL BACKFlLL* .5 A FOF 1'-0" MAX 2'-0" e CAST IN COATEDSTEEL STEPS 1'-O" MAX 1. FOX 6"MIN EMBEDMENT (6" LIFTS) • THOROUGHLY COMPACTED Ng PRECAST REINFORCED CONCRETE 2'-0" DESIGNED BY SPRING LINE BY HAND OR APPROVED PIPE MECHANICAL TAMPER L s E sITT E s B z �o�I °cnoNs WITH "o" RING SEALS OR APPROVED EQUAL • • C. SHIFFLETT HAUNCHING °m,ED RUBBER COATED STEEL 3'-0" MIN CHECKED BY NO. 68 STONE -O- s 3 mo' o m S-O" MIN THE DROP CONNECTION SHALL BE STEPS CAST IN PLACE BEDDING 6" max 4" mID z E O \o 5 E - e G DUCTLE IRON PIPE (CLASS 5°OO)) • 5" BACKFILUED IBY6HANDTAMPERS PRECAST FOUNDATION SHALL BE REQUIRED WHEN SOIL E N E E COMPACTED OR 12' MIN® BACKFILLED NTH SELF -COMPACTING SECTIONS TEREINFORCED 12MIN "0" RING SEALS 4 16" MAX C. SHIFFLETT SCALE CONDITIONS ARE UNSTABLE �:� 18' MAX STONE. MINIMUM ELEVATION • T ALL PIPE) 5' 7 DIFFERENCE ACROSS M.H. 5" 4'-O" N.A. MINIMUM ELEVATION DIFFERENCE 12'MIN 12°MIN FROM INLET TO OUTLET _E hu v^ro$ �" .' ACROSS OSS M.H. FROM INLET TO VARI R OUTLET SHALL BE 0.20 FEET BE 0 .20 FEET. CONCRETE VARIES •' •,, A FILLETED INVERT FORA SMOOTH DEPTH OF FLOW FILLETS CHANNEL TO BE • TRANSITION OF FLOW BETWEEN DIAMETER OF NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O INLET & OULET PIPE SHALL BE ' • : • t •'Q PROVIDED. 12 �. b: a ":. :.... .. A CONTRIBUTING .4 -- CON SEWER. ;O a1-1 d • k2' • J BACKFlLLED ENTIRELY WITH N0. 21A FT rag A FILLETED INVERT FOR A SMDo a .! STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, z 3/4 CIA OF LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE Lu AND ALL STONES REMOVED OR A e BEDDING OF NO. 68 0 I, E MIN. 6" BEDDING NTH NO. 68 STONE PROVIDED. MIN. 6" BEDDING STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" E 4 E 1D" s E ® �G = vW � NOTES: NOTE : W/ NO. 68 STONE ,^ v � m m'-' BEDDING OF N0. 68 STONE ' n" a � 8 E 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES SPECIFICALLY 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE o O 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. J� 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED DESIGN ONSEWERS WITH STEEP SLOPES. INSIDE AND OUT. TYPICAL SEWER PIPE TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TIE-IN / TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH N.T.S NTS FIG 8-1-D N.T.S FIG. S-3 NTS FIG. S-I-A TD-31 FIG. S-I-C TD-34 7D-28 TD-25 W PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. > J ^ w J SLOPED AREA RUBBER COATED STEEL STEPS ' 0 i..L CAST IN PLACE FRAME &COVER =••`• 1' R : •- •• Q O W (s) +• (ssmrN "A xoats t t/z- MIttta'iinc(e%1e1> o" I-- 2T 1/2' OW �� O IwDKX,O I ' r SEE FlG. S-I-D, E PRECAST REINFORCED CONCRETE .DOSING ONCONCRETEBLOCKS .- 4 �� . SEWER PIPE SANITARY DO Q I� [ee2mm] -� I1788m1 I �• I [Bmmm]� I-- SECTIONS NTH 0" RING SEALS R APPROVED EQUAL 2'-0" ' ,x. DOGHOUSE OPENING SHALL A' " MIN. 12" CLEARANCE BE PREFORMED BY "• "• '.! :: BETWEEN EXISTING PIPE MANUFACTURER R Y' i%;..%'. • AND STONE BEDDING SAW CUT FIT PIPE ' •'*,; : - , w Q LL \ / O ,��( W U) L. za t/te- DM yB- bzz,+u"] I Ite,mn7 A FITTING MAY RE REWIRED ACSA APPROVAL IA OUTSIDE DIAMATER "'". .�.. PLUS 6". .... • .4�`'.- THICK W Z IV LLJ L r O O 36' DIA _-_i n 28• [Dtq"„") IB 3/7e, t 1/2• WITH o No.12" NE No. 88 STONE BEDDING AND exB*xlV ` 0 Q O O 7 FRAME SECTION [38mm] LzDmm�� z (s,"m) (REcessED ruax) -h7 THE RR CONNECTION SHALL BE 3'-a• MIN DUCTILE IRON PIPE (CLASS % SOLD O SOLD CONCRETE BLOCKS CENTER W/RISER WALL (4 EAR) DOGHOUSE MANHOLE BASE W L IN 6" YETIS AN A' [umm7 SP,N I Aqr 3[70-3 [tt .]^i 3 13/18' 0 22 1311W COMPABACKFICTED j ® 5" BACKFILLED WITH ASELF-TCOOMPACnRNG Jr- STONE. i,,, ��iuunnnnnununn...nnu.un.........nr.nn,•nnn n r...... uun. nn.nn nu... .nun.. MANHOLE ABOVE FILL DOGHOUSE OPENING 2 1/e„ IB7muHj 1o7.x] 18 BASE SHALL AROUND EXISTING PIPE IiE CONSTRUCTED AS SHOWN C04m.D 0 17/1CRETE 8' 1 3� [635mm] [STIED] D/18" O.D. OF 6M GROOVE C17mm] (9/1.6 SECTION VIEW t cut aov /4' (Bmm) DIA EueLY NEOPRENE crsKEr MAX p ACROSS M.H. ELEVATION INLET TO 5" e � OUTLET SHALL BE 0.20 FEET 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH ON FIGURE S-1-A OR NOWITH N SHRINKNG000 PSI R ROUT 0 Q O OD vmiR 1/10 X 3/8 X 1 t/z 1aoD' (2) W PARr/ oum8-11" 1 SE w [5mm 1 3/e' (z) EDT HOt s/e-m It 1/z s5 2400' [41mm PAXFI DDomzso VARI 4 TRANSITION OF FLOW BETWEEN . INLET ffi OULET PIPE SHALL BE PROVIDED. ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE NTH O t/2- (2) WSN1 5/8 ID IM M $ PtNN VIEW Du. sTAWE59 s1m_ ROD Pj awm3ta t t/e' (zanm) M1 cross [emm [t3UG i. ' • �, G FITTING DIMENSION VARIES WITH SLOPE. V-0" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING PICKBAR & lOCl4_UG HOLE DETAIL ET NOTES: >) xur Hz s/8-n m mix , ' r .Q 12 �. � 6' o " � ••... ". � d' NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON 1. ALL MANHOLES MB'IMN 100 YEAR iL00DPWN OR LOCATED IN AREpS SUBJECT TO F1AOdNB SHALL NAYS WATERDGHT FRAME k COVER z)N DOSBtPBR 2 ALTERNATIVE OESON FOR WATERTIGHT COVERS WILL BE CONSIDERED. NO JW 3/8-11 � >� _ EACH SIDE OF OPENING J. COVERS SHML BE FIXED TO FORAMS WITH LOCKING COOS OR SMNAR ASSEMSI.Y.� oD0012se 3/4 CIA OF LARGEST PIPE IN MANHOLE 12' MIN. CAST -IN PUCE D!) i9mIMP LOCK wG TYPICAL WATERTIGHT ISL PLUGNITF 3,000 PSI CONCRETE BASE C ASSEMBLY MANHOLE FRAME &COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING WTH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIG S+E ND1ES: REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE II1lllllllilll ................... I11111+i 1111..11....................1.................... I.II1111..11....... . NOTES; TD-32 1. BEDDING THICKNESS SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW O EXTENDED OR NON -EXTENDED BASES 3. ALL JOINTS, LET HOLES. INLETS, OUTLETS TO BE SEALED & ROUTED FLOW TO THE EXISTING PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE IDS N0. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 40919 NIS N.T.S FIG. S-1-CI FIG. S-1-At SHEET NO. l C 1.04 TD-26 L If LEGEND // / \\ \\ I LEGEND C�!�pLTH JF�,i 1 / / \ \ REMOVE EXISTING VEGETATION► STEEP SLOPES - MANAGED / \ \ ® �' , A0 CLINT W. Soo %jj% MILL &OVERLAY ASPHALT (i/%S FFLET >� STEEP SLOPES -PRESERVED I \ L / \ / / \ \ I I Lic. N S,.12S Ar / apt$ SAWCUT ASPHALT 10/ 26/ 2020 EXISTING INTERMEDIATE CONTOUR SCALE 1=100' \ \ \ \ ,•� �s'O1�L ��G,,` EXISTING INDEX CONTOUR - — — — �O 0 100' 200' \ \ EXISTING EDGE OF PAVEMENT _ _ EX. EP_ _ EX. C&G _ _ _ _///, \\ I \ / \ \ — — — — — — — — — — — / / ° EXISTING CURB AND GUTTER - — _ _ _ — - — — — — PROPOSED CURB AND GUTTER CG-6 = = = i r /� /• / N c EX. 15` RCP r� ��- - - _ , \� / — — — — — > E EXISTING STORM SEWER -----==----- - ; \ ` ` _ _ -_! % \ \\ \ \ \ / / / / / I I = EXISTING SANITARY SEWER - 0 SANS — - I - \ I \ , - - - / % / ' i r \ _ / ~ Lu Lu vLL 3 IN EXISTING WATERLINE - — —W— — - / /' /II, \ \� / -- /I/ ' r / /� \ \ // / I I p LL ° r DAM INUNDATION BREAK ZONE - - ° o i / \\ \\ J J 1 _ _ r _ " ¢ v N z0 EXISTING FLOODPLAIN 0 0 0 0 0 0 0 0 0 0 // ° ° ° / / ' / / \ / + / /' ` \` I _ _ _ // / �I ,f\\`111 I \I \ \ I I I I W N a STREAM BUFFER - - o / _ - , I\\1 I I EXISTING TREE DRIP LINE I o ° I 1 I eJe a ¢ Lu C) vJ v) v) v) 1 1 1_ I_ EXISTING TREE 15' OAK ° v > 0 2 Q Q Q /i�/'///ii/ F ¢in a �� /)�III11 I I r // /' , / / / /' �=--� � � -/ - � � / _l /r' �� _ /�'ji \ r.' _ � I_ =L� � � \ , _ N^� Lu \ A /' I II + I 1// /' ''\I'II11 /i // �LLL -' wM UUUU �O ///I/I!I ! 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' / / I 1 1 I I \ 1 \ \ \ \ _ _ d d d / \ -i\— �� c-� �"�-� _ ' i / - - _ _ _ ` \� ` - - ` - _ / O O O W O \ \ o %/ Il' \ - - - _ - _\\J x ti ti ti ti \ \ I ° %/ j, r , / LP \ \ / % i% ) i p -'�i /, ' �RHEA�PWEFF�'ADID_TTELEPI �1€ LIf S TO F �'O - /SANG! - / /!III / �v - _ _ r /_ a a a a o / / /r / +I l I <i1T / / / ' ,":' / - _ _ / ' / / ' / //JBL�?S'QTED/V.CF�7JCAL�Y;T6i1AfF VDOT / J p - 2�3'Pkj / I I I \ _ \\ / ! r ' I I r r % (r / // / - i _ - '1 / '/ / ' /. %,native Ii dd _cE3'EF�O P L/C42K9E. / r/ , I \ P 7�PVSA- o 0 0 o N \ \ / ° /i\�/ " I I / I \\ \/�/ j/, //i // j/i--- i _ „ /I/ J /� '.'7 /"�9?^�" iniA / //i /, / / - - ' ' ��p/��J / �-I/ / -�3`1% w NN�O \ \\\ \ / /, / �. / I / / / /G(S�FF�'CTOR x0 i�001�DIyAf E JTH UTJL1 / /i / > o Io,;/Il\� Tj�' '/ Lu W 00 N \ MANAGED ° ' I r1'ANCE I P OVIB �S'RZ 9� LY. `V \ _ \ STEEP SLOPES r r \ / EASEMENT I I /r / // / . r \ / / i _ - - _ _ `_ , J l 1 I I I I I / 1 1 / / / / EMf�/E / , J / / / 1 v - - /' •/ O \ ( / (TYPICAL) �' 'iJJ'�I�yII/ + /' / /r / /' ' 'f/ /' / \i \ - _ ` % \ ' J / 1 II 1 I it I I 1 1 / I I I I 1 // J / /i // / / r ' rk�SPHALT/ i " - EXISTING VEGETATION ' _ _' %ram/ice/.`.�r� �X ;v\ , � , / o oo 1 I TO BE REMOVED /yi�.��Y )) / —�` _-/ I I I l / /' ' A/ / r • \ / � ` rrr ' i_n DATE ';=•i ___ _ , ' / /�/ / / ///'" // IIIII'r Q /,' -` -- _ -_ -- I I\IIIII I II 1 I I 1 / / / / J \ _ ?/!(/�^_' r/lIIIII �\ (-,— II\I\I�\1\�1\\I IIII IIII 11_\\\\\\, �'!r/!'M1,lllJ 103019 _ _ ,/ / ^Y � / I / \ / � ,\ ` \ \\PJ9i�C `08 O-Qb-00-t�b11AW \ \ \ .� - - / �I- \ \ / / J 11 I I I I _ s \ �t l \ _ ! 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FOX \ II III lIIIII IDS\ 1,. / �G �/ //, / r //I / /r _ I ==L__ _1-\ \ �' \ \ \`\ -- \ �,SHHAL 1 II q/ \ //r/ilr�;�,,�,�/ / Il l l/Q /° , /� 'r "/'� \ \\ \ _\ I I'/ ' ` `%ia/ " /PTS /�i 1 I/ 1j%/ 1d11111j11 )II / / Q/ ti )// / / / / / �� , \ \ \ \\ I _� rii // / r / / - 1 \ \ rrr ITNE ES \J�/,///J/ /l1/�l�ljlll 111/Q'�(�\ / ,o, /// r/ / // r/� %/�j'j'// � �_' \� ---_`\ I I I l \ \ \\\\\\ \ I 1 I /-' +�'� _ IIII J\1\%� 1 III II/ I IIII:l111 \/\ / rjr/ / / J -- J // // �A�rdb`'( / DESIGNED BY `o - 11 IIII I (/ IIII \ \ /////i///r'%/I'q�//'/d//// i/ /C�Q• / �% ////,//// / '/r-__ / I /��/i///� �o' \ I \IIII I IIIIi/ , / i rz / /ii / //// / /'cs% QF' ♦3'. I I / / ,/ / / / / / /// / _ - - + - - _ — - - /� / s /s - _ /% • C. SHIFFLETT / „/i r �„ / \ \ 1 I III I11 I I 1 1 1 ` \ \\ / / / / // ./% /,//q%/�// /� //, '/ / ` / p 11 6 �i / / / / // / / ' '/ - - - - — - ` - '�"_= �� '�\�� CHECKED BY N, \ 1 \\ 1 1 / r / rr ///� r / / / I� I � \ it 1p\\\\\I\\�\\\\\\\\\\\\�\\\\I\\\�`� \\\`--/'/ jJ'/%''��%r%//�%�/r/'//l"%'1//ir� //l/p ///II!\\ // r! \\ \ \ \ // / rr / //'II / + / I'l I IIII/I/'// IIII l' \\\ \ \Iq�^\� �+ -Q r \\ \ \ \ \\\\ \ \\ \\\ \\ \ / /, r, /i /a'r / �rri /ri/'/ I / ° I I , _ `\ \"V AI \q�\\\\ \ \ \ \\\\\ \\\\\\\ \ \ / // /%j//'r///// //d/j �j //jIII� , /l I �,/Y I III III I I 1 T� \ 1\X\ / / \ -- - 1 . \ \ \ +\ \ o \ I I I I _ TRAIL F�\ \ \ ` ` / \1 I \ \ / _ _ ' C. 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ANY OFF -SITE LAND -DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT SHALL HAVE AN APPROVED ESC PLAN. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH BLANKET MATTING. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS A PORTION OF THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO TWO BIORETENTION FACILITIES LOCATED ADJACENT TO OLD LYNCHBURG ROAD. THESE FACILITIES HAVE BEEN DESIGNED TO MEET STORMWATER QUALITY REQUIREMENTS. ALL OTHER AREAS WILL SHEET FLOW INTO THE SURROUNDING VEGETATED AREAS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09, 3.11 & 3.12 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND "DRY' STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE IS TO BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES' IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEETS C3.03 & C3.04) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT TRAPS, BASINS AND ASSOCIATED STORMWATER PIPES. REFER TO GRADING AND DRAINAGE PLAN ALONG WITH PIPE PROFILES FOR ADDITIONAL INFORMATION. 4. INSTALL CULVERT PIPES AND ASSOCIATED STRUCTURES. STRUCTURES 100, 102, 500, 502, 502, 504, 506, 508, & 510. PIPES 101, 501, 505, 507, & 509. REFER TO GRADING AND DRAINAGE PLAN ALONG WITH PIPE PROFILES FOR ADDITIONAL INFORMATION. IMMEDIATELY INSTALL CULVERT INLET PROTECTION FOLLOWING THE INSTALLATION OF ASSOCIATED STRUCTURES. 5. INSTALL DIVERSION DIKES, CLEAN WATER DIVERSIONS & INLET PROTECTION. 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE IIA (SEE SHEETS C3.05 & C3.06) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UPHILL FROM A SEDIMENT TRAP OR BASIN HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR, REMOVE THE SEDIMENT TRAP OR BASIN. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. PHASE IIB (SEE SHEETS C3.07 & C3.08) 1. RELOCATE INLET PROTECTION ALONG HORIZON ROAD WHERE SHOWN ON THE PHASE IIB EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA ALONG HORIZON ROAD. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 5. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS- 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 16 - CHEWACLA SILT LOAM, 0 TO 2 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT POORLY DRAINED, HYDROLOGIC SOIL GROUP: B/D 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, EXCESSIVELY DRAINED, HYDROLOGIC SOIL GROUP: B TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 200-250 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN MINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA. 125 LBS. GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP'* 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP ** 20 LBS. CROWNVETCH *** 20 LBS. 150 LBS. * PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED. ** USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: MARCH, APRIL THROUGH MAY 15TH .............................. ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH......................... FOXTAIL MILLET AUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYE NOVEMBER THROUGH FEBRUARY................................. WINTER RYE *** IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale f�pLTN �jFyd ?� CLINT W. • 7S FFLET �•e Lic. N 54380 :gyp. 10/26/2020 ^� E 0 0 rn U N � N C ¢ o > E w v E H_wv3 ¢ LL 3 p LL 0 J U 00 J -Li M rn C7LuNV w v 30'x �-i LL _ N = U > F ¢ . 0 ^ rn N � M a�00 M 0 Lu c� 0 F p w x U z 0 U) 0 0 no O oc AL DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLE7T SCALE N.A. T_I (W V u) J J Q ui > 1 06 LLI z O w Q z > J IZ LLT J O O I- J m z w Q O >O LL C O w u CeLu 0 06 O z O 2L w 1 ,O V / JOB No. 40919 SHEET NO. C3.00 L TOE REQUIREMENTS FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) GRANULAR FILTER Sediment Trap #3 Design Drainage Area (acres, < 3) Trap Volumes: Elevation (ft) 494 496 498 Storage Area (so Volume (cy) 2314 3096 200.4 3524 245.2 Storage Required (cy) (67*DA) 133.3 om of Stone Weir (ft) 417.4 Storage Provided at this Elevation (cy) 200.4 Ie of Wet Storage Sides 2:1 Storage: Storage Required (cy) (67*DA) 133.3 rt of Stone Weir 419.0 Storage Provided at this Elevation (cy) 245.2 Ie of Dry Storage Sides 21 1' vARWaF CREST OF STONE WEIR yWNAgLE GRROUND ELEV. \. r!l�m WET STORAGE ` 1 (IXGVATED) FILTER CLOTH GRaNu G ELfl'ELVN . .SEE PLATE 3.13-1 COARSE AGGREGATE ' CUSS I RPRAP **Coarse Aggregate Shall be VDOT#3, #357 or#5 Weir Length (ft) (6xDA) 11.9 Bottom of Trap Elevation (ft) 491 Bottom Trap Dimensions: 49 x 60' Top of Dam Elevation (ft) 499 Top Width of Dam (ft) 4 Top Trap Dimensions 56' x 80' TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTING INSTALLATION CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. "VIC" TRANSVERSE OPEN CHECK SLOT G AIMI -ENTRENCH EDGES OF MATERIAL 6" TRANSVERSE CLOSED CHECK SLOT UPSTREAM AND DOWNSTREAM TERMINAL ST 3.13 BM 3.36 4 SEDIMENT TRAP 3 SOIL STABILIZATION BLANKET (TREATMENT-2) No Scale No Scale Sediment Trap #1 Design Drainage Area (acres, < 3) 2.38 Y"AOBE Trap Volumes: CREST OF STONE WEIR yy� Elevation (ft) Area (so Volume (cy) GROUNDORIGINA\ 461 947 "�. _ ,A 462 1295 41.5 DRY STORAGE YAP4RF' 463 1667 54.9 N 464 2065 69.1 465 2487 84.3 WET STORAGE 466 2935 100.4 (IXCAVATED) EE.iER CLOTH GR 350.2 , GROUND Wet Storage: .SEE PLATE 3.13-1 COARSE AGGREGATE" CUSS I RPRAP Wet Storage Required (cy) (67*DA) 159.5 Bottom of Stone Weir (ft) 464.0 Wet Storage Provided at this Elevation (cy) 165.5 **Coarse Aggregate Shall be VDOT #3, #357 or #5 Elope of Wet Storage Sides 2:1 Weir Length (ft) (6x DA) 14.3 Dry Storage: Bottom of Trap Elevation (ft) 467 Dry Storage Required (cy) (67*DA) 159.5 Bottom Trap Dimensions: 74' x T Crest of Stone Weir 466.0 Top of Dam Elevation (ft) 467 Dry Storage Provided at this Elevation (cy) 184.7 Top Width of Dam (ft) 3 Slope of Dry Storage Sides 2-1 Top Trap Dimensions 98' x 39 Sediment Trap #2 Design Drainage Area (acres, < 3) 2.62 Trap Volumes: KL CREST OF STORE WEIR Aqo' Elevation (ft) Area (sf) Volume (cy) GROUND 415 1609 E<EY 417.4 2653 189.4 DAY STORAGEVARIABLE' 419 3429 180.2 WET STORAGE Y MVL (IXGVATED) CLOTH OINGN4 GROUND `TLTEfl ELEV Storage: 'SEE PLATE y13-+ COARSE AGGREGATE" CIASS I RPRAP Storage Required (cy) (67*DA) 175.5 om of Stone Weir (ft) 417.4 Storage Provided at this Elevation (cy) 189.4 **Coarse Aggregate Shall be V DOT #3, #357 or #5 e of Wet Storage Sides 2:1 Weir Length (ft) (6xDA) 15.7 Storage: Bottom of Trap Elevation (ft) 415 Storage Required (cy) (67*DA) 175.5 Bottom Trap Dimensions: 26' x 94' (t of Stone Weir 419.0 Top of Dam Elevation (ft) 420 Storage Provided at this Elevation (cy) 1802 Top Width of Dam (ft) 4 le of Dry Storage Sides 2-1 Top Trap Dimensions 34' x 102' ST 3.13 IS 3.13 SEDIMENT TRAP 1 1 SEDIMENT TRAP 2 No Scale I No Scale Sediment Basin #1 Design MIN. 1' WI SPILLWAY 2:WITHOUT CREST OF EMERGENCY SPILLWAY Drainage Area (acres) 5.78 DESIGN HIGH WATER �V'y Basin Volumes: (25-YR. STORM ELEV.) Elevation (ft) Contour Area (sf) Volume (cy) 0.5• 418 2640 MIN. 1.0• 421 4570 400.6 RISER CREST 423 6010 391.9 DR'' STORAGE - DEI'IC ERINc oE"rE 426 9210 845.6 WET • sTORAGE SEDIMENT CLGNOUT POINT ( - STOWERREDUCED _ TO Wet Storage: Wet Storage Required (cy) (67*DA) 387.2 Design High Water 424.0 Dewatering Orifice Elevation (ft) 421.0 Top of Dam (ft) 426.0 Wet Storage Provided at this Elevation (cy) 400.6 Top Width of Dam (ft) 4.0 Available Volume Before Cleanout (cy) (34*DP 196.5 Bottom of Basin (ft) 418.0 Cleanout Elevation (ft) 420.00 Approx- Bottom Dimensions: 112'x 56 Distance from Cleanout to Orifice (ft) (> 1') 1.0 Upstream Face Slope: 3:1 Downstream Face Slope: 3:1 Dry Storage: Dry Storage Required (cy) (67*DA) 387.2 Baffles: No Riser Crest Elevation (ft) 424.0 Length of Flow, L (ft) 135 Dry Storage Provided at this Elevation (cy) 391.9 Effective Width, We (ft) 60 Diameter of Dewatering Orifice (in) 5.0 L / We (Baffles required if < 2) 2.3 Diameter of Flexible Tubing (in) (Orifice+2") 7.0 Collars: No Runoff. (See Routing in Calc. Book) Depth of Water at Spillway Crest (ft) 0 C (Use 0.45 for Bare Earth) 0.45 Slope of Upstream Face (Z1) 0 Tc (min) 5 Slope of Barrel (Sb) 0 1 2yr 3.69 Qp 2yr 9.6 Length of Barrel in Saturated Zone (Ls) 0 1 25yr 6.85 Q 25yr 17.8 Number Collars Required 0 Dimension of Collars N/A Principle Spillway: Available Head (ft) 1.0 Emergency Spillway: No Diameter Riser (in) 48 Bottom Width (ft) 0 Diameter Trash Rack (in) 72 Slope of Exit Channel (ft/100ft) 0 Barrel Length (ft) 137 Length of Exit Channel (ft) 0 Diameter of Barrel (in) 24 Crest of Spillway (ft) 0 Barrel Inv. In Elevation (ft) 421.00 Barrel Inv. Out Elevation (ft) 418.95 Sediment Basin #2 Design MINT WI SPILLWAY 2' WITHOUT CREST OF EMERGENCY SPILLWAY Drainage Area (acres) 7.34 DESIGN HIGH WATER Basin Volumes: (25-YR. STORM EIEV.) Elevation (ft) Contour Area (sf) Volume (cy) o 407.4 3030+- 410.75 5020 499.4 ... RISER CREST 413 6801 492.5 " DRY" STORAGE -. - - DENATURING D`^CE 416 10240 946.7 WET' STORAGE RAI1 983.6 991.9 SEDIMENT CLEANOUT POINT (' WET' STORAGE REDUCED TO 33 C.V./ ACRE) Wet Storage: Wet Storage Required (cy) (67*DA) 491.8 Design High Water 413.0 Dewatering Orifice Elevation (ft) 410.8 Top of Dam (ft) 416.0 Wet Storage Provided at this Elevation (cy) 499.4 Top Width of Dam (ft) 4.0 Available Volume Before Cleanout (cy) (34*DP 249.6 Bottom of Basin (ft) 407.4 Cleanout Elevation (ft) 409.50 Approx. Bottom Dimensions: 80' x 40' _Distance from Cleanout to Orifice (ft) (> 1') 1.3 Upstream Face Slope: 3:1 Downstream Face Slope: 3:1 Dry Storage: Dry Storage Required (cy) (67*DA) 491.8 Baffles: Yes Riser Crest Elevation (it) 413.0 Length of Flow, L (ft) 125 Dry Storage Provided at this Elevation (cy) 492.5 Effective Width, We (ft) 60 Diameter of Dewatering Orifice (in) 5.0 L / We (Baffles required if < 2) 2A Diameter of Flexible Tubing (in) (Orifice+2") 7.0 Collars: No Runoff. (See Routing in Calc. Book) Depth of Water at Spillway Crest (ft) 0 (Use 0.45 for Bare Earth) 0.45 Slope of Upstream Face (Z-1) 0 _C Tic (min) 5 Slope of Barrel (Sb) 0 12yr 3.69 Qp 2yr 122 Length of Barrel in Saturated Zone (Ls) 0 1 25yr 6.85 Q 25yr 22.6 Number Collars Required 0 Dimension of Collars N/A Principle Spillway: Available Head (ft) 1.0 Emergency Spillway: No Diameter Riser (in) 26 Bottom Width (ft) Diameter Trash Rack (in) 42 Slope of Exit Channel (ft/100ft) Barrel Length (ft) 77 Length of Exit Channel (ft) 0 Diameter of Barrel (in) 30 Crest of Spillway (ft) 0 Barrel Inv. In Elevation (ft) 411.00 Barrel Inv. Out Elevation (ft) 407.50 f�1111' fj 000 CLINT W. :o77S FFLET �•e Lic. N S4380 � � 10/26/2020 ' 1 • h;S1-O!1 AIL �liG • ^T E 0 o N � N C > E a E w LL o 3 p LL O LU L M a_ U00 Z w - Li O rn C7w rv� a w z0 v 3 0LnQ w Ln S ry ""V >1O Z O Lu Lu C CD cW cW vM U U U U ILL! Lo U U � U � U � � G it G it M 0 O O O O wwww Lu Lu Lu Lu 0 wwww x Q Q Q N N 0 w N N Q w ~ \\�ko Q O 11 Zo� O z 0 DATE in 10130119 0 r DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. rt (W V J J Q 1-i r_ i 0 06 Cl) z O w Q z > J a O�/ cl� L I. O J m W Q O LL O � Q O W U I..L LLI I) (6 O z O° 2L Lu 1 ,O V / c 5 Gi TOE REQUIREMENTS FOR BANK STABILIZATION No Scale L 3.19-1 ST SEDIMENT BASIN 1 No Scale 3.14 ST SEDIMENT BASIN 2 No Scale AM JOB NO. 40919 SHEET NO. C3.01 TEMPORARY RIGHT-OF-WAY DIVERSIONS VI TYPICAL GRAVEL STRUCTURE 3.11-1 RWD TEMPORARY RIGHT-OF-WAY DIVERSION No Scale 1. SET POSTS AND EXCAVATE A 4"X4' TRENCH UPSLOPE ALONG THE LINE OF POSTS. .-. 6' M;4X 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND IWWiiIIII'�Rpp((ddEJJooINTO THE TRENCH. FILTER FABRIC-�1,\Yr�p SF 3.05-1 SILT FENCE (WITH WIRE SUPPORT) No Scale � pI 1:1 El 1-� U U U U STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TP NO SCALE h II CIP REE PROTECTION Scale 31 �1 PIPE OUTLET CONDITIONS A A La j 0 %- SECTION A -A FILTER CLOTH SECTION A -A FILTER CLOTH IRE OUTLET TO FLAT ,REA WITH NO EFINED CHANNEL IN :dr KEY IN 6%9"; RECOMMENDED FOR ENTIRE PERIMETER -T ado (MIN.) I IPE OUTLET TO VELL DEFINED :HANNEL KEY IN 6%9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. OUTLET PROTECTION # OUTLET # WIDTH 1 WIDTH 2 LENGTH CLASS OP1 100 9' 9' 14' CLASS II OP2 200 6' 16' 14' TYPE] OP3 300 3.75' 9.25' 8' TYPE I OP4 400 4.5' 4.5' 7' CLASS II OP5 500 4.5' 11.5' 10, CLASS III OP6 504 6' 15' 13' TYPE] OUTLET PROTECTION No Scale TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION SHALLOW BLANKET) SLOPE I ON SHALLOW SLOPES, STRIPS NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. WHERE THERE IS A BERM AT THE BERM TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND STEEP ANCHOR IT BEHIND THE BERM. SLOPE ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION t OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE 4 TERMINATING THE INSTALLATION. TURN THE 12" DITCH FLOW END UNDER 4" AND STAPLE AT 12" INTERVALS. „:. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. BM SOIL STABILIZATION BLANKET (TREATMENT-1 No Scale 2" TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA EXISTING MIN. o�„�' a mr Af SIDE ELEVATION Ng 61N 5l•.�lvw., .l•l1 ; 2l.}.. j.l.l.2] k�2 _ _ •aa«,. �Ltraaa:'1, tat hr=Tr=1i ��gg#lmJ�>timTi�Ya �y��T��T��L��Ti � • •, VAWA 3.36-1 CE STONE CONSTRUCTION ENTRANCE No Scale ANCHOR NOTES 10 SLOT APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 44 JUNCTION 12" MAX. 4:1 OR FLATTER SLOT 6" MAX. STEEPER THAN 4:1 EDGE AND END JOINTS CHECK SLOT TO BE SNUGLY ABUTTED I I I I III TERMINAL FOLD (JUTE MESH WILL HAVE I I I - LAP JOINT 2" MIN. (JUTE STAPLED LAP JOINT IN I MESH ONLY) LIEU OF EDGE JOINT) I I I I I I -TAMP FIRMLY I I I ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3'i " lzn I I MAX. STEEPER THAN 4:1 I I I I I I I I I I I I I CHECK SLOT I I I I TAMP FIRMLY CHECK SLOT N Iffmilmm 1O 1" TQ 2" I I Z I I I I I 2L7 °D IfVAR.--IFVAR.--1 io STAPLE FORMED FROM NO.11 STEEL WIRE. CHECK $LOTS AT MIN. 50' C-C W STAPLE MIN. LENGTH FOR SANDY SOIL. INTERVALS; NOT REO: D WITH V STAPLE MIN. LENGTH FOR OTHER SOIL. ALL COMBINATION BLANKETS JUNCTION SLOT f TAMP FIRMLY ------ - 2" O F 3.18-1 BM � SOIL STABILIZATION BLANKET No Scale TERMINAL FOLD TAMP FIRMLY ERNST CONSERVATION SEEDS RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 SILT FENCE CULVERT INLET PROTECTION COMPACTED SOIL CWD TO HAVE VDOT STANDARD EC-2 BOTANICAL NAME COMMON NAME I I MATTING ON UPHILL 18" MIN. ( t ( I ( I ( SIDE PRICEILB FLOW 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 IIIII II III 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 'FASTBALL RGL' 'FASTBALL RGL' 4.5'MIN. (TURF TYPE) 20.00% PHLEUMPRATENSE, TIMOTHY,'CLIMAX' 1.20 DD CWD 3.09-1 'CLIMAX' 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 FENCE DISTANCE IS 6'MINIMUM TEMPORARY DIVERSION DIKE FLOW IF FLOW IS TOWARD No Scale 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 EMBANKMENT ALBANY PINE BUSH- ALBANY PINE BUSH - NYECOTYPE NY ECOTYPE "OPTIONAL STONE COMBINATION 8.00% AGROSTISALBA REDTOP 8.00 1' I 100% MIX PRICE/LB BULK: $3.61 CV^ SEEDING RATE: 40-60 LB PER ACRE WOODLAND OPENINGS FLOW- 2.5' THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX "VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE HORSESHOE " WHEN HIGH VELOCITY OF FLOW FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF IS EXPECTED THE MIX WILL NOT. CULVERT INLET PROTECTION No Scale SLOPE STABILIZATION SEED MIX No Scale ' 0 III raw 5:1 EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) 10' MIN. 10' MIN. EXISTING PAVEMENT GRAVEL FILTER 12" RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT CONCRETE GUTTER \�- CURB INLET 12' ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 3.36-2 IP STORMWATER INLET PROTECTION No Scale SILT FENCE DROP INLET PROTECTION DROP INLET WITH GRATE IL -FRAME ,�7 3' MIN. GATHER : EXCESS AT CORNERS PERSPECTIVE VIEWS STAKE\ FABRIC IIIM MIN. DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. IP STORM DRAIN INLET PROTECTION No Scale f�+ pLTH 0.4; d -v CLINT W. : o�7 S IF L E T ;A Lic. N S4380 10/26/2020 ' i • h;1.1-O!1 AL V-liG • m E O � O N � N C > E w a E I-Uv3 ¢ LL 3 p LL o- wO Lu L M �_ji52 Z w -I wf; O rn C7w rv� a w zF? v 30LnQ w oR �v O F�-tiFnL S ry Z V> 1O O W W W W ~ ON wM Lu ODUODU a 00 0 G d G d 0 O O O O 3.02 0 wwww Lu > > 0 W W W W 2 F 0 O O N w N N O w ~ \\, `-� a -, zko� o z O V) DATE D 10130119 0 DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N.A. • ((D V Q J J Q H" w Q 3.07- 6 I 06 W w/ z 0 li 0 Lu Q Z > J aLLT J O O � I- J m Z Lu Q O O z Q O w Lu" :E LU O z O° 2 w IO V / JOB NO. 3.07-1 40919 SHEET NO. C3.02 c a i c 'a O a 0 o o n0 Rz In 20 162 2 c -w '2 AN O. 0 0 c O 3 Z Z m 0 � a �9 -6 r S. n N c .2 Y h 0.0 Y � B RI .8 `o dm o m v c 10 2 a 'a 0 .2 a �N �o c NE n �E F_ L ` \\\" I, - / I \ o \ \ \ \ \ \ \ \ \ � / // // / / / I l / o / VRHIIVHVC - r ,i � 1 � 1 /"/"/ \ \ o\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \. \ \ C \ \ \ \ �� / �l Tl. 'iT 'mil ter, � T� I #�/ 1 I � �f iT / Imolk �I - -� \s\ � 1 \ \ ____-MATCH LINE -SEE H TC3 4 // / ,'sI I f' - 'R \ SEDIMENT BASIN #1 1 \ I I I - 111 �\ \\� \ Ir' \\ ` '0 \ \`\\\\`\\ \\\\\\\\\\ \ \ \\ \`\\ \\\ \ \\\\� �, \ \ \ }n / /// ,/ i I I I I _ CIP \ \ \\ \ \ \ o \ \ \ \ \\ \\ \\\` \ \\ \ \ \ \ \ \ �� \ \ \ \ \ / / // / i// / / // /"/ /""/ /o/ /// 7/// / 11/ /// � 5.78ACDRAINAGEAREA/ I 'I"� ( I " I Jam' y` � I , _ y�502 i \\ \\ \ I I I \\1\\�\ \ \\ \\o\ \\ \ \\ \\\\\ \ \ \ \\\ \ \\ ``\`\. \\ \ \ \ - - / ' // //i/,//// / /,/i/ //////// / /ll/l- 1 / TOTAL STORAGE REQUIRED:774.4CY1 //\/ / �I I - - - _ U \ \\%( \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ / / / // /r // / / \ I I l I I I I I \ \� \ / I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - _ _ / / / / / / /, / / y, // / // \ TOTAL STORAGE PROVIDED: 792.4 CY / / I I I :J I I TP , - - - \- - - - - _ I 1 / I I I I I I _\ \ \ \ o \ \ \ \ \\\I 1 11 \ \ \ \ \\\\\\\ \`\\\`\ \"`\`\\ \\ ` -_ _---/ // // i// //'/ & / d '//i/ // / 11 I \ 1 / I `♦ I I II I �� CWD --� -- - -- /-- �'I / / / / / / / / / / / // TOP OF DAM ELEVATION: 426.00 l I //� 11 �II \\\ \\\ \\ 11 1 \\\\\\\ \ \\\\\ \`.\\\ \�\��\�------'' ////////i///i//i/i//,�(1/i�//q l/l/ // //lIl_lll / // a \\\ -------___--- / `I P \ \ \ \ \ \ \� \ / / / / // / / r / \ 1 \ \ I 1 \ \ \ \ _ _ / / / / // 1 / _ / , I I _ I \ g \ \ , 1 I \ 1 \ \ \ \ \ \ \\ \ \ \ \ \ \ '\ \ \ \ \ _ - - - // // // „ 1�m // p // / , I I - , / I \ 2 $F _ ' - - -- �_ _ \� l I I I \ \ \ 1\ \ \ \ \\ \\ \ \ \ \. \ \\ \ -- \ '-- --'' //// /'vJ , /IT ,f/i�//1/1�l 1 l�ll-j1 \ °//'' /` \ \ \\\ \\ 1 I I / r ,7 Or - '::7 _�--_-\i \ \ 1 I I I ° \ \ \ \ I \ \ \ \ \ \ \ \ \ \ . \ \ . _ \ - / / / / / - 11 I o \ \ 1 1 / / /`� ` / - - - - - - _ - - J / I I I \ \ \`\ \\ \ \ \\\\ \\\ - --'" // �'i �"�' /// /' I �1 S�IL TYPES /� s/ \ �r P_ �_--_-%___ / I I \ \ \ I \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / III - D/ / I 11 I I \ ` \\\\\ \\\\\\\\ \ `\ \\ \ `\ \\� - ///' // // / / //i ' //// III 11 \ /0 1 ' � \\ \ / / N11 - -__ _ -, 1 V o V / / / / s+s' V V I I I /4el 1 � , / // b V I \ V I V A V A A \ \A \ \ v\ v v A v v v - v \ v - - ' ' / ////i / / //' / / // / // / / // / III v I / 6 � / V A V A A \ V \ \ V I I I ' C - _ - _ _ _ / ' \ I I \ �\ /;=--__ _ / / /// // /// /, / / / 11\� �6 I d j/ / /� ylzsa' \\\ I ll � \_ _ -_ \ a \ \ \ \\ \\ \ `\ \ \ \ \ \ \ \ \ - -' \- / /,//,/ / / / / // / / / III / / / ti \\\\\ \ /�` _ _ '' -\ \ o\ \ \ \ \ \ \ ` ` ` \ - �� ` - - / / / / / "/ P ' /' I II 1 / o°'/ '/ /% \\\\\\\\`\\\\\I\ 11 I I \!� \`� ~ - \\ ->-/ \ �� I \ \ \ \ \ \ \ \ \ / // / / // � _ _ \_ \ - _ \ \ o \ \ \ \ \ // / / //i / ///� // ' / / / �147 / d / / / , S61 I I \ _6 / \\ \ - _ - / 0 \ \ \ \ \ \ \ \ \ \ \ \ \ _ - _ - _ ' , / / / / / / / o/ // , / / _ 1 I / / � o/ // / / \ \ \ \ \ * 1't I I I , -\._ \ \ \ \ \\ \ \ / ////,//,/i/i a/ / // / ///II \ / / / // / / /' \ \ \\\ \ \ / \ I o \ \ \ 0 \ \ \ \\ \ \ \\ \\ \ \ \ \\ \ \ \\ �\� �'AIDIBUFFEW -- / /�/// // // / /// / / / 1� , /o \ \\ \\\\ \ `\\ \\ I 1 I 1 \ I �\� --- --- 1 \ \ \ o \ \ \ \ \ \ - ` - - - - , / . / / / / / / I \ / / / \ \ ` ` 1 - - o \ \ \ o \ \ \ \ _ �� _ / // bd/ / � /// / // / // / / � \ \ \ �\ / 1 o \ \ \\ \ \ \ \ \ \ \ \ \ '\ _ _ aGD-PLAIAL /// //, ////i/ ,/ / , , - / / o ! / \ \ \ \ \ \ r,1 - - // // // /'�/ ' ' / I \ DC \ \ \ \ \ I \ \ I \\ o \ \ o \ \ \ \ _ � -'i/ / / / / / / / / / // I / A / / / / / I \ \ \ \ \ \ \ \ \ \ \ \ \ \ �, - GO JV 43E l%A�7O11\ A7?EA / // / / o , / / / ,1 ,6 _ \ \ \ \ \ \ \ \ \ 14'� ' 7 / / \ �o 41*6-- \ of 0 '1\ \\ \\ \ \ \ \� �__�-_�_'�_---//i////i �z'o�// Imo/ ,, / o/ ///I � / ti ',/ / \\\ \\\\\\ \ \ N \\'j�I I 1 k� J \ 1 - / / - \ \ \ o \ \ _ \ - _ _ / / / // / � PH �� / / o , / / / / / / - _ - / - 1 \I \ \ \\\ \ \ ■ \ \\ \ 1 I L \\ \ \ \ \ \l ate\_ I \ \ o \ \ \ - _ Pi r / �i / / / / / / /i / / / _ / i - \_ - - - ' I /\ I 1 \ \ \ �\ \ / ��\'�\� - _ -_ _----\�ba '�'/i/i '' o'er -- URG ROB °-' / / '/ ' /'/ /'/'/ '' - _ ----- 1/ \ \ \ \` �\ \\\ \ \ \ \ �� \ \I `�-\ \ \ \\ �.� 'Ill \ I 1- ` ' -� � _ _----= -__-- - -�, �' LYN / / / �'/i / . / / - - - - �44J J \ \\�. '�\ \ \ \ \I \ --_ \ S'CAMORE ' \ / , \ I \ \ \ I - - - _ _�'_ _ __ ( _ OLD CHB TE 1 / o / i / - I \ \ \ \ \ \ \ \ \ - - _ I \y/\/_may/' 1 / 7 n `. \\ \ / \ l - - ` \ \ - _ l - - _ 419J - - s - + 415.2 RYING R/W DTH) ,\ ,� / , // /� / DD / / // , ' / / / / / i ' - - / -, - _ - - O _ . \ \ `T \ \ \ \ \ \� \ \ I ZI \ _ _ - 1 ° 9 _ _ _ ura _ / - ' / / - - _ - _ _Sa L Tlt�_P_E �_ / / // 1\ I d' -408-5 - _+ __ ___ - - _ -o^ -- / \ \ ,' /' /' ' / /'//OO L/I'Y IBC/ - - -- '' - - -6 LLl--_--'� / / I I I I 1 \ -� \ ` /' / o ° .00 \ - _ -- __'_! -o-------------' i / / // 1L 1 SIIL,I�O / // / / /, / / r�'yy - - / ------ --' / r 1 'f Y \ �� h• _ __ - - - - - - - - " - -^ - ' / / / / /i / V / / / ' / / / , / / /' L7 � - -''/// � _ - - - - - - _ // 1 f I I 1� �� J _ \ \ MAPLE \ // / / / I \ /fv� C r. 010 I \ +°° / SEDIMENT BASIN#2 ` -- , /// / 6i '1, , SF. / / / / �' / // /' �''- ' / --' ,'- _--- - ---- _ _/ 1 I ,�- 6 I - r I� I \ \ � X / 0 I / \ ° o 5.54 AC DRAINAGE AREA (PHASE 1) - - - - / , // _ / i ' / / / /a , / //' / , / / / / / / ' / / / ' / , - / - - - - - - - -' / 17-VI 4t _I �(G� \ ■ / / 0 / \ \ o _' / /- / / / / ° / / / i / / / / ' -' _-------- -',- Lam- 1 II \ / / �IJ(;T , / / I oA _ - _ 7.34 AC DRAINAGE AREA (PHASE 2, USED FOR DESIGN) /� / _ _ / / ? / �/ / / - - - I - _ _ _ - - - - 45W.7 /� �� - / - / / ' ° / / / 711 ° ° o / TOTAL STORAGE REQUIRED: 983.E CY ✓ / / ' ° / / ' // / ' / � ' ' / - ' - ' - _ - - s/S - ' // I I � / / / - / /1r1 1 0 , ' / �/, I / _ - ' ° o TOTAL STORAGE PROVIDED: 991.9 CY . ! - / _ -\ / / / / , / / / / , / / / / ' / . / . ' - ' _ _ _ _ _ _ _ _ - _ ' TP , 1 \ / / / , ' , -- / / o 0 0 0 0 0DID / / / TOP OF DAM ELEVATION: 416.00 / ^, TP i' I ICI ' /' / /' ' /' ' / /' ' /' ' / / ' '' ' / ' .. / ' ' - _ / ' / I /II / / v j\/ �- ' / � 1 � ' - __ - I / jj o / 1 1 1 / -_- - - _ / /- ' ' %// _ \ / % I I 1 I 1 ' 1 / , / / / / / / / / r / / / / ' / / / , - - 452.9 _ r� I I \� / / ' /� '` / ' - 1 o // I \I I/ _ _ _ \ /_ //o _ -/OP1' ' f� l IIl I I I I I I I / I / l / 1 / / / / /' /N // / /' / �� 4 I� �1 6 ,/ / ,' //�� / / / /' 1 _�_ / � /!_`_ If I//I-/%' �\I-�-\ / \ ,',/ -'� -'/ ff0 I I 1 1 I , l I / / l l / / / / / / / ' / / I / I \ 11� 1 // ��/ / / o /✓ / -i\ - /. \ - \ // /' / �/ 101 .a ,0 ° �, 1 / I / l 11 ! 1 / / / TS / / / /' / �("�_-- d \\ // \ DRAINAGE DM DE / �I 4/ 00 /Y' �, � T r �: , �/i%�' \\-\I I I 1 I %i /�'' / ' f / � I I I I I l l l l ,l /l l 1 1 / / p(�' / / / / I / / �� \ _ _ - - - - - - I N _ `\ \ I II I /`L _ ( ) x / I`'%' _ / !-" \\ / / I 1 �_- -'' .i/' / // �o , I , I I I I 1 I 1 / l 1 / / / / \ l - -� \ \ I I I '� '`.� ! i. - / - �/ I I l // // I A l I 5' / / - _ / \ \\ , \ / / {� / STRUCTURE 102 TO BE INSTALLED - - _ _ 1 \ \ IV _y_ �. // a`� I \ \ \ -. I -_ _ _ - i / / \ ' / / I 1 / /0�01 _ - - - - - s \ \ III-�� -L . -� / / - I rz I I \ \ \ _ - _ - 'a �, `f / / PER SEDIMENT BASIN DETAIL. WHEN / \\ - - - - - - - - - _ I _ so DC \\ I V i - 'r �"'G le: I_� L/ I \ - \ _ � _' _ f / / SEDIMENT BASIN TRANSITIONS INTO \ \ _ - _ - -- N WAR NDRIDLr - /' - I I - - _ _ = = / - - _ / - �/ / BPKFLE, / / BIOFILTER 1, MODIFY STRUCTURE PER _ - \ I _ _ - - _ _ _ _ _ - _ - I 4b6. \ 1 \ I // / - I 1 1 �/ - _ / 40.26' / - - - - - I- _ ` I 1 1- - I I / \ \=, � 7 -� / / I - _ Q / / / FINAL GRADING PLAN. _ _ I _ - _ _ _ _ I I / \ \ . 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S �LE Lic. 10/ 2612020 , ass G Ip,."ONAL V" 00 LOM Z O a v Lu 0 "r, ti L", ti O W W W W w 0 0 0 0 r)f U U U U O O O 000 W W W W d d d LC 2222 ti ti ti (n LULU LU W W W W N F N \\o DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=S0' Lu ( V Q Q _I w I -I U) I a W a ^� j J Oa Z J m p W o U Z O W" o I� ' ^ Q 06 Z p O Fn T� w i W O V) JOB NO. 40919 SHEET NO. C3.05 c a z ,oa �o o � �z 20 o� c E w � w N y d 0 Oc � m O 3 Z Z m O � a H ` O 2N a c N .2 Y N N O S m c c Eo c 0� 2c 10 'a 0 � o m c2 �N N C C V m nE N mE F E L CLINT W. 2• .4 I I I I / / I - _ - \ \ \ \ \ \ > \ \ \ \ \ \ \ \ i i > / / APPROXIMATE I S ie. N� ,i See � LE \ \ \ ..f1�� , / \ I •'F ` _ I - _ - - �� J l� T.YI ' ' , , , / / - 10/26/2020 �V . \ _LOCATONOF �,G ; FaFiSTINGFHA N. 00000 7// / / / , / / / / / / / / / / , ' r / ' - _ = -mac _Jl -l-i - / / / /- _ - - - ^� E , / / / / 1 l / 1 / / / i i / ' --- C 00 1 I I / , ' / I ! 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THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. \ ZjUALt l"=JU' 0 30' 60' e 9 _ KEY PLAN ----_ —IS NGWATERLINE, —�----zio DINAT A G --- GV X12" &V --------------------------- ------------ - .. 90° BEND /----- --- - 12" DIP - - - ----- ----- - ------------ _ --- -- - - BEND -- --- --- // ` --------l--------------- __ - / / _ _ = o o = o 0 0 _____________________------------- ___- - � -- PAVEMENT TO BE — — _ - ---- _ 14" DIPS DR9 PE4710 WATER LINE — T n REPAIRED PER — - - - __--__--------- W/ 30" OR 36" DR17 CASING I L� _ _ _ _ —_ STANDARDS - ----- - - - VDOT ST — — _ _---------- _ I- 1f0.02' - - t815'TO --- - - OLD LYNCHBURG ROAD - ---T _ = _ _ -__-- RNV STATE ROUTE 631 - - t375'TO SUNSET AVE.AVE ----------------- - - - - - - -T--- T.-� - �T.' ��MILLAND __----------—AMBROSE COMMONS DR .(VARYING RI WIDTH) / �////�/ OVERLAY ---------------- VDOT // ------------ - 2J---— — — — — — — 191.47' STD.WP- ------------------------------------------------------------------------- — — — — — --------- — — — - — - - — — ---------- — — — — — — 12' ' -------- - — — oHT R45' o R45' OHT — OH = OHP— — - — HT� O.H. ELEC S CURB TO I — oHP— — - I , - S CURB I — —OHP— — — — �Oyp TELE & TVL/NES IPEDOWN %ELE. VAULT OyT� �O. �, I WIPEDOWN _ OHP� OHT, / OHP, 20' PUBLIC DRAINAGE I \ O.H. ELECTRIC EASEMENT, TYP. TELE & TV LINES to I 20' PUBLIC DRAINAGE \ I EASEMENT, TYP. OVERHEAD POWER AND TELEPHONE LINES FUTURE CONNECTION — TO BE RELOCATED VERTICALLY TO MEET u ; I pHP / VDOT MINIMUM CLEARANCES FROM FINAL TO TRAIL IN BLOCK 2 u II _ oy -- J — _ oHP GRADE. CONTRACTOR TO COODRINATE R604 __ oHP— I WITH UTILITY PROVIDERS ACCORDINGLY. as OHP� - oHP —= OHP — OHP — / NP/ PROPOSED a to oHP _ oHr__ / TREE LINE �- 5' 6-u0 / 6' t 13' PLANTING ( p- PIPE DEFLECTION 1 STRIP �— oHP / I - - 12" GV 8 - - 12"X6" TEE, 6" GV AND FHA :]A'1 WITH 8" GV; STUB OUT WATER LINE FOR FUTURE SPEED LIMIT SIGN DEVELOPMENT � , 1 , . <. 14 S ,v 8" DIP 3 5+ 0 - ---+-- 13+00 --F-- 12+50 233' PROPOSED TREE LINE r-1 I I I I I I F1 REFER O SHEET CI(.,D660 HORIZON ROAD CONSTRUCTION PHASING. 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N 54380 0 10/ 2612020 , 000 S10N AL t'G' N4N# s rN N ^� E 0 o N C > E w v E LL o 3 p LL w o ". cl�_j i52 J — uj M 19 w Z N v U mr F = X n � ai LL pR �v ti = N 2 U F a 0Lri 00 N � M a� O x (7 0 F ❑ w w x U Q z O U) 0 AM z O H v to Lu 11 'A V1 1�- IV- 0 W W W W En W 0 0 0 0 > j > j O O O O W W W W dada W 2 W 2 ti � ti Lu > > W W W W w Q 0 rN�01�0 0 N v'Z rn o DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' (W V .J H—I I z W Q ` > U) LLI O2 — J m J LULL a H / O 06 W Q0 W u Q0 J O O `2 1 D O V) IOB NO. 40919 SHEET NO. C4.01 a as 87) 0 2 o nin 2z 20 o � c T E �d AN a0 0 c � m t7 3 Z Z m 0 � a 6 r S. n 2Y 2 m 0.0 1� E� o� 10 'a 0 �o a c m N C O C p nE E F_ L NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT Y ZjUALL 1"=3U' 0 30' 60' pLTH � 0o CLINT W. � 2IS FFLET -4 Lie. N 54380 p 10/26/2020 004YONAL ✓�/ KEY PLAN cn E O � O _ N C E F- W N 3 �vy3 ° ow, - - #00 w 0 m � — — w 110, 02' d > o ry \ I - R/W ---------------------- z r' U - -- - ---- ---- - t 375' T v M - - - - - - OLD LYNCHBURG ROAD _____----- —AMBRO � p N x U) -------------------------------- - STATE ROUTE 631 VDOT 0 K w o cn � � � ------------------ - - - - - - - - (VARYING R/W WIDTH) STD. WP-2 = v z z 2 z 2 ----- I I --------------- -. > O W W W W — — — _ -__________________________________________________________ .� _ w M � U V U V _ __--- L �- _ ------------- aJco > — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — y — — — — — — — — — — OHT H > j > j — — — �-- — — — —OHT — — °HT — OH -C O O O O -�— —OHP— _ °y7 O.H. ELEC U U U U _ — — — OHP— — — — —OHP— OHP— — oyP, - STELE. & TVLINES w w w w �iELE. VAULT _ oyT� a � a � HP — — — OHP—— _- A- — OH P— HP OHP� 0 VWl VWl O O O O i — — — CHP— OHP— — MANAGED STEEP O _ — OHP— — — — OHP— — — — SLOPES 20' P 0 � � � � OHP— — — — — °HP DEDICATE EXISTING I (TYPICAL) O.H ELECTRIC — _ oHP� ;♦♦♦ PRESCRIPTIVE O.H. ELECTRIC TELE & TV LINES w NN oN o No EASEMENT 17.5' FROM > w o o N ♦♦ CENTER OF RTE. 631 TO TELE. & TVLINES = ~¢ � r,4 c- ko ♦♦ OVERHEAD POWER AND TELEPHONE LINES ^ d _♦ VDOT FOR PUBLIC USE RESIDUE #1 919333 SF TO BE RELOCATED VERTICALLY TO MEET z rn y VDOT MINIMUM CLEARANCES FROM FINAL 0 GRADE. CONTRACTOR TO COODRINATE U) DATE WITH UTILITY PROVIDERS ACCORDINGLY. > 0 r 10130119 DRAWN BY 1. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE • 1"=30' • • • ,-I W Q .J I --I BLOW -OFF ASSEMBLY WITH 8" GV; 20' PUBLIC DRAINAGE 0 STUB OUT WATER z EASEMENT, Z lot LINE FOR FUTURE SPEED LIMIT SIGN 11 TREE LINE DEVELOPMENT W J ROAD NAME SIGN 0- s s - 8 GV (n 5 s m> -SAN -- s 15 � LlJ a' .: " - SAN --- +-- , - - 8+00 6' i- 1g+50 175p---' - _ _ 2 10A—_ co _j pp - 14 - ' " ..a-SAN $ W < 36' �g+0� R277Z+ ' - vv / 16+5 s , - ��- - -- 11+00 HORIZON ROAD _ O OZf 5, p �_ - _ 6 �- +50 61' PUBLIC R 1 + l O -_ }} �- _ - - �- �. 8„X8„ U z /9 5� 6+\ - - -J0 R267' TEE Q 0 0(\� / �-�-12 8"DIP OU i GRADING SAN_. �--�_� 36' �Lu - e� PIPE 15+--+----F—s------------------ -- -t-- ----H— -+50 PROPOSED EASEMENT 15+00 14+50 14+00 13+50 13+00 12 ^/ , L.L DEFLECTION 12 - v 8" DITREE LINE R233' STOP SIGN J EA GP ``--SAN C 13 PUBLIC DRAINAGE V, TEE, 6" R25' Q EASEMENT, TYP. GV, AND FHA / 10 _ _ _ \� A Po ARV IN 1"WATER ° a GRADING METER BOX & PLANTING EASEMENT O / \ \ RIP 12"1 TEE, 20'ACSA \ r EASEMENT \ GRADING I REFER TO SHEET Cy3.060 6" GV AND FHA \ EASEMENT HORIZON ROAD �V CONSTRUCTION PHASING. 8"1 TEE, 6" / TREE LINE r GV, AND FHA I 7 I \- IOB NO. 40919 UGP— — — —UGP— — —U P— —_ — _ UGP= — _ UGP — _ — _ _UGP _ — SHEET NO. UGT= _Z _ UGT = —UGT — U6T —UGT= UGT— '/ C4.OZ — UGT— '—UGP — — PROPOSED a d U c L f•pLTN 64660404000 Fd ?t CLINT W. :o/7S FFLET ;-4 Lic. N 54380 10/26/2020 , ° / ti S10NAL E �•`[ �P� 0 ' 0 / / 20' PUBLIC DRAINAGE %I S �G••• O��t4� EASEMENT, TYP. & a s ��II�NN�� / �K IO OP ' ° / / / 8.. -SAN ---- �- SAN J� 0 DEDICATE EXISTING / / / �_�8+00 1 0 p / / 6' i' 18+50 50 M E o PRESCRIPTIVE ar N EASEMENT 17.5' FROM 10A / o CENTER OF RTE. 631 T / / IN N ' , / o VDOT FOR PUBLIC lJ$�E I 36 19 0� W R277 ] E / / / v E ° WPO BUFFER / / / / Y o ¢ a o 3 0 ' ° alp/ // PIPE DEFLECTION � ; , GRADING wLu U 2 O ° / EASEMENT a > o n° o / PROPOSED m ry a_ ° / \ ; ' 8" DIP TREE LINE mr o / / J(< 20' PUBLIC DRAINAGE p a x N 8"X6" TEE, 6" z 1 M x v ' 0 / / \ EASEMENT, TYP. GV, AND FHA LL wQ In o / p R I- 0° / ' o / / FUTURE TRAIL / 10 / _ \ = czi > O W W W W 0 ' ° / CONNECTIONS X ° ' 0 aj0 / / PROPOSED z \ _ , ~ o rn o / 0 / TREE LINE �I N ^' w O O O O ° 6 5' PROPOSED �qOx EASEMEN� / 00 w 2 2 2 2 ' 00 ' 1 / ' /0 / / TRAIL BOUNDARY ~ O O O O 0 ° / / / LINE (TYP.) /° , , �7 ' 0 ' ' / ° / 298 LF CLASS B 5' SIDE ` \ M d'Lx dau Q ° TYPE 2 PEDESTRIAN / \ ° O / � \ � 0 0 0 0 a o / / SETBACK ag / / k W W W W J o 0 TRAIL / �O /\ = ti ff ° / In / / / EASEMENT 'PUBLIACCESS / PARKING SPACE �' \ J \ 0Lu S�' ' I / o / / / / FOR LOTS 4-5 \ �( / ` \ \ I ~ o �° o ° / / / AND LOTS 8-11 / / ` \ cj 0 O O ry N 0 - o / / / 5'FRONT /�/ I\\\ \\ ~ F NN�� ' ° ' I ' O/ 0 0 / / 5' REAR / / SETBACK (O / I I X _ \ I x Q ^ o ry ° a� - SETBACKS / y xh \ a v o o 0 / / / /}/ B /rye II \ / I z0 O1 a A V °°o / 1 I / 0 ° ° / I / / / . 9I I I O I I U) DATE ° / / ° / 20' PUBLIC PEDESTRIAN / LOT 1 5, s / "NO cI O \ % 42.5' STORMWATER / DRAINAGE / PARKING" p o / CONNECTION / 12518 SF 6' . I I I / �l / x 10/30/19 9/6 SIGN I / O DRAWN BY J FACILITY 0 EASEMENT, / AREA / > p � GRADING I I ( I ` \ \ \ � ~ \ } EASEMENT 0 ° TYP. / / O / T / p / 5/8" METER � � a �, EASEMENT 1) � _ \ � � o ° '�' / (TYP.) R599' 0 8' SPEED J. FOX 400, � o ° / / 4" SANITARY a DESIGNED BY o ° IL �� LATERAL LIMIT SIGN - A / omHP� / UFFEF / (TYP.) f f s /( x\ UCT C. SHIFFLETT / �DEDI AT EY STING- 0 / p CHECKED BY _ RESCRIPTIVE o /. ', x5 8"X6" TEE, 6" /� c _ O � EASEMENT 17.5' FROM o / \� / I GV, AND FHA � I I / i ' -+ i / � • C. SHIFFLETT — — OHI$� CENTER OF RTE. 631 lb y DE / VDOT FOR RU6LIC USE i \ SETBACK f s PROPOSED I I I \ \ UCT \ • • SCALE ` o � \ y I TREE LINE I \ 1'•=30' �i i o TIMBER STEPS / ° y 8 O ^ \ 15' PRIVATE SANITARY I r - \ / \ • _ o \ / �x SPECIAL \ \\\ 0 5' REAR (TYP.) V 98 L3 LOT 40 ° AND WATER LATERAL ROAD o / SETBACK LOT 2 8"X6" TEE, 6" 8 C'V \ d / 4A 940 SF EASEMENT (10' P _ - - OLD LYNCHBURG 0 , 8051 SF GV, AND FHA g"Xg° a ' 20'-►( 10' PRIVATE I I STATE RDUTb 631 0 i 3' SIDE EE ? / G6 5' DRAINAGE r VARYING R/W WIDTH) 0 SETBACK - �% EASEMENT I L J ( ° \ 5' SIDE 5' FRONT 23x ' y 5 ( LOT 12 — I I W 32.5' STORMWATER - - - - _ FACILITY 0 / LOT 3 \\ SETBACK "NO SETBACK �'- I 3810 SF ( n - - - - - EASEMENT o 2564 SF PARKING" / 5' FRONNT .NOI `J SIG u \o R25' SETBACK I PARKING Z�xO SIGN ° , ! / CG-12 LOT 10 LOT 11 / °° 40' 1639 SF --� \ STOP LOT 8 I 2813 SF 2891 SF I / / / I / _ r -I ` 1 / PROPOSED LOT 5 8 R25' LOT 9 f J TREE LINE / 1647 SF /-L +y0 SIGN 3518 SF 2830 SF I (I 3' SIDE I EMERGENCY c GRADING �- -j PRESERVED \� a / �- SETBAC I l I J I - -- - - / ACCESS O EASEMENT � STEEP SLOPES ° 0 / 3' SIDE `�y�' �' - - "NO PA CI 114, / - �j uv1� /� / (TYPICAL) o ° / SETBACK\ ax0 9 o SIGN 10' PRIVATE I I 7 I - — 0 / /25 DRAINAGE 18 / / _ _ _ �� _ - — — UGT ✓ X� � 0 ° % 5' FRONT GG 6' 5' 5'FRONT 21.1' I EASEMENT v us T� X STREAM BUFFER- ° / SETBACK i 6 SETBACK I C- 1 z z R4 1' 20' PUBLIC DRAINAGE \ ( ® p /� ' ' Q / SPEED <S` �5 N EASEMENT, TYP. I 18' ~ I i \ ` 7 6� (rr::: r:.. + LIMIT SIGN 0 ' IGHT n (3) REMOVAL I }/ '^ o % J 5' / BOLLARDS WIT ti /� LLi v! o (2) PARALLEL �� DISTANCE I / ^ PARKING 0 EASEMENT 6' ° of R,' r �KNO�OX / L.L Q / SPACES FOR ��. l 5' FRONT PLANTING �! - - LOTS 4 AND 5 /` / `' SETBACK STRIP I R2 O g / l�k` I , XOO CG-9 3 SIDE fZ25 R5 p ( w J_ . / LOT 6 0 0 (TYP.) - - / 00 m ` y 14873 SF GG SETBACK 41 I -- PUBLIC PRIVATE f , J Q 20' ACSA 5' FRONT �� ACSA 6" CURB :cSEjBAK . ACCES5 , I ALLEY c EASEMENT SETBACK EASEMENT R218' EASE M N''' 0 PROPOSED O06 / 6 6" RISE WITH TREE LINE NO PARKING" SIGN HANDRAILRS H 8' ° O / U PLANTING a a p 10' PRIVATE / NTERIOR I I II 8' s h GARAGE Y NO PARKING" •. • - i O STRIP o ra' 8" CLASS 52 DIP 5' REAR DRAINAGE I — — —UGP— — — —UGP— O 5' a OP' WATER LINE SETBACK �TYP.) �+� SIGN �8 : 0' 18' B MPER - - - U O o p �� EASEMENT 3' SID it - - - - - - W CONCRETE 3 s �� Q z� B OCKS (TYP.) SIDEWALK ` / LOT7 SETBACK i---W----.--w-----W-- _—W— - \ o - (5) 6" RISERS 10 LL Q °v 66 a 13145 SF / • • I it WITH •' I -- 0 WH. IRTON DRIVE J LOTI14 HANDRAIL (TYP.) � _ - - - - - - - - - - - o a 3 x�0 �' / "NO PARKING SIGN / , 107.66' CONCRETE PA { ya ti„l / 1838ISF CONDO#1 TRASH ° f 5' FRONT 5 Rom. 10' PRIVATE 3 \ R399' �j� Z/ LOT 15 I SETBACK SETBA K DRAINAGE G CG-12 1617 SF I O 5� FRONT N STAIRS. REFER: EASEMENT NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. L 28' 3' SIDE K " TO ARCH. F?LANS:. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND SETBACK // _ "NO HARKING., ,I FOR DETAILS: I VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. TYPE III �x5 / SIGN 5 (4) 6" RISERS WITH JONCRIfT-E BARRICAD SETBACK 5 z HANDRAIL PADoR25' / 5' REAR22 6171SF ti cSTUB-OUT �Y5 50' 8'X6 T•EE„�'�• `� I 20' PRIVATE I FOR TRASH CANSy TREET SIGN \ GV, AND fiH� � ACCESS I LOT 17 � 49.88' l� 1 I I \ z " GV m 4 ; - k 4`&TOPIk` k• `` I EASEMENT 617SF RAMP WITH L J _ _ 8"XS' p�' SI6N 1 8"X4" TEE HANDRAIL I r 9 R25'-� 0 ACSP� OPEN SPACE I 40' + 4" GV, AN SAN TEE 2 6A SEMI 5REAR I 36926 SF LOT�18 1.5" METER lJ I 6' b SETBACK-10.45' 3' SIDE I 2352ISF I 6' PLAN PING i' RETAIN IN CONDO#3 40 1 •'..•:.• g R SETBACKI CONCRET - I CG-1 s "NO ga SSIDEWALKE �P 106 NO. WALL / ) PLAY FIELD. .. 5': PARKING" SCALE 1"=30' TYP. REFER TOSIGN i n� 28 SE BIACK \ { LANDSCAPE PLAN 2 D i a I s 40919 /RET INING \ FOR DETAILS. �- z I_ _ _ J JI \ 0 30' 60' (l ROAD S WALL \ I \� \j SHEET No. 6 r 5' FRONT 3' SIDEI LOT 13 ` I v NAME SIGN ��q!FTRACK LOT SF \ J- MAINT NANCE a: SETBACK FARFRAFNIT ___ 48912 S I KEY PLAN C4 03 "INC) PARKINCT' 00 �o �o �� ° RESIDUE #1 919333 SF 8" GATE c a i L fir � J nc SCALE 1 "=30' / / STREAM 8 \� 0 30' 60' KEY PLAN / � o ° ° o BIORETENTION 1 0 0000 403 LF CLASS B TYPE 1 PRIMITIVE TRAIL. APPROX. LOCATION OF MULCH / TRAIL. ROUTE TO BE FIELD LeeATED / TO ACHIEVE RECOMMWED SLOPES AND TO AVOID EXISTING TREES o /` •� k O LARGEYTHAN 8" CALIPER \ FUTURE TRAIL / ° o /�l` �� t ` %_ •/` /� \ CONNECTIONS o ° / / / 10' PUBLIC ACCESS � o ° % �� ` �I k t / \ Now EASEMENTS o ° o ° / 000� 0 ' STORMWATER FACILITY TYPE III ' A �CCESS & 20' PUBLIC BARRICADE �R 0 o I DRAINAGE EASEMENT STUB -OUT o ° STORMWATER I� o ° FACILITY EASEMENT BLOW -OFF ASSEMBLY; TREET SIGN 0 0 OFF STUB OUT FOR 0 •Ipy 00 wp FUTURE PHASES 8"X8" 0 l ° - � �V� TEE 2$ 0� I I / RET INING \ FOR DETAILS. z DRAWN BY / 5 ROAD WALL \ 3' SIDEI LOT 13 ` NAME SIGN \ 5' FRONT LOT 24 \ — — f MAINT NANCE o b J. FOX I DESIGNED BY / "NO PARKING" ' � —SETBACK 3120 SF / SETBACK EASEMENT ; + 48912 S 5 RETAINING WALLS (TYP.). 8"X6" TEE, 6" SIGN LOT119 10' PRIVATE REFER TO LANDSCAPE I GV, AND FHA PN STORMWATER '` ^ Yxgj 6. 5 PLAN FOR DETAILS. (TYP.) 2352ISF 6' DRAINAGE I • C. SHIFFLETT / S FACILITY EASEMENT a \ LOT 25 RAMP WITH EASEMENT • I / U PLANTING / 20' PUBLIC AC ESS EASI ENT CONDO #4 • CHECKED BY / STRIP (TYP.) \ 1560iF DRAINAGE 617ISF SAN HANDRAIL m • SPEED \� , EASEMENT I C. SHIFFLETT 20' ACSA LIMIT SIGN 5 ° LOT 26 1 e • SCALE / EASEMENT RESIDUE #1 919333 SF PY SEW L NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. V °v o o ° ° I I 3 I , I �° i I I s I / I ` o WATERTIGHT LL.I o I MANHOLE SPp1 1 z e0 LID o J / ' ' I 1 I ( o j I o o / ` 20' ACSA oil , EASEMENT G 3 I o 6 2 3 `�\ \\ \\ ` PRIVA TE 20'SANITARY SEWER \ o EASEMENT INSET ` D.B. 2984 p. 688 LEGEND: CONCRETE SIDEWALK - HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT \ / • V \\ °° / LOT 4 ,.. / 2 x CG-12 LOT,0 LOT 891 S1 0 1639 SF \ \ 2813 SF 2 F PROPOSED 40 LOT 5 8 / R25' STOP LOT 8 LOT 9 III TREE LINE / �y0 SIGN 3518 SF 3' SIDE i C / o ' / 1647 SF ,.` /"2 \ 2830 SF I SETBACKI �� PRESERVED °° 20' s' I I Q CLINT W. STEEP SLOPES o ✓ "NO PA I / (TYPICAL) 0 0 0 // SETBIACK�\ r s V x0� 9 o� SIGN 10' PRIVAI E I I �14'� j �/, S FP >• �2y c}s\'\ DRAINAGE •1 / / / •'e,�� Lic.N .seaee vc G 6' 21.1' EASEMENT �� ° ° � 5' FRONT ' � �� G ,� 5,. � r 5' FRONT • 10/26/2020 �� SETBACK 6 28 SETBACK I I • �, UFFERo / .� � I R4 1' r 20' PUBLIC DRAINAGE G • SPEED 7 r ' x5 PN EASEMENT, TYP. �� \ I ' ::: t8': I NI�NN• LIMIT SIGNGHT ` 18 (2) PARALLEL DISTANCE 5' O I E PARKING EASEMENT 6' o SPACES FOR / 5' FRONT PLANTING I`' SETBACK STRIP I — R' I ¢ E LOTS 4 AND 5 a x00 CG-9 3' SIDES / R5' > E y14873 SF LOT6O6GG� (TYP.) SETBACK 41 I UBLIC: PRIVATE w 6 3 20' ACSA 5' FRONT �� ACSA 6" CURB q �EjB . �K . ACCESS ALLEY E: ,W a) g EASEMENT SETBACK t R218' EASEN N I o LL / 4 EASEMENT w O m PROPOSED RISERS WITH .: 8' Q •+ z 777 9 0 g "NO PARKING" SIGN / NTERIOR HANDRAIL TREE LINE W _ N O 6' PLANTING O 10' PRIVATE / I I I 8> o° h GARAGE T "NO PARKING" a o STRIP a ra' 8" CLASS 52 DIP 5' REAR DRAINAGE n�1 SIGN 18 :' 0' 18' B MPER z � 5' o OP' WATER LINE SETBACK EASEMENT 3' SIDE( D + 0 '9 x V CONCRETE �SETBACK z�, B OCKS (TYP.) 3 O a w SIDEWALK y / LOT 7 — I I (5) 6" RISERS 10: o R 11 Fes- ti I ti 66 ' �O� 13145 SF / ) WITH g 10' > O w w w w ,t HANDRAIL (TYP.) F ¢ (n z "NO PARKING" SIGN / LOTI14 I 107.66' CONCRETE PA ° > O O O O o ti, 1838ISF I I CONDO #1 FOR TRASH CANS ' w v U U U U R399' / /j 5' REAR:::; a 5' FRONT 10' PRIVATE o GG6 CG-12 ✓ LOT 15 I �' SETBA K. o w 2 2 2 2 1617 SFI I SETBACK DRAINAGE > > > > 6' (TYP-) / B' pg. ', ' 5I FRONT N p STAIRS. REFER' EASEMENT O O O VO ' 28' 3' SIDE / K TO ARCH. WLANS N G d G 12u, O v SETBACK "NO PARKING" FOR DETAILS: SIGN 5 D I (4) 6" RISERS WITH I O t / 5. 22' LOT 16 z HANDRAIL x qn vn qn vn o R25' / 5' REAR 1617I SF " C 00 l •- '� y. 5 SETBACK I 50' ONCRTE PAD W W W W 8"X`6" T•EE„b" t .� 20' PRIVATE _ FOR TRASH CANS GVGV, pftlD FHI t t tt I ACCESS I LOTI17 q 49.88' 1� F o M. O I s s' SICSNtIt `k kt t I EASEMENT I 1617ISF 8"X4" TEE RAMP WITH ww N N p O R25' 0`ACSP� OPEN SPACE 4p' SAN HANDRAIL F r ry 5' + 4"GV,AN N x ¢ o d' tSEME 36926 SF CONDO #3 c� p •-� ry 6A 5' REAR LOTI18 1.5" METERU PLANTING ¢ v o SETBACK10.45' 3' SIDE I 2352ISF I T IP RETAINING 40 I z O1 o CG-1 SETBACK I I w�o�u 1 ,\ �: "NO PAR NG" 8a SSID SIDEWALK W U) DATE ALL PLAY FIELD. 5'. .. TYP.) 1 3' SIDE REFER TO SIGN 10130119 28• SETBACK \ 5' LANDSCAPE PLAN r, 2 D I I o} 31 1357 SF I I 4" 20' ACSA , LOTI21 42 GV, AND 1.5" 5 1 "=30' 5' • 1616 SF }+ „ EASEMENT LOT 27 I I WATER METER CON RETE PAD • 5l8" METER y o 1357 SF 5/8" METDR (TYP J (5) 6.3" RISERS WITH FOR RASH CANS (TYP.) \ 5 ANDRAIL STAIRS. REE R: TBACK TO ARCH. NS • v "NO PARKING" \ /LOT 28 \ LOT 22 I 5' FRONT 5 FOR DETAIL$' / SIGN k 8I1`::. t 1618SF SETBACK 25' 1697 SF / 5^ BARRICADE TYPEIIIaG / R5tAl NG "NO PARKING" 18' 20'-----��{{,..--..18! CONDO #2 0 P ALCEL, :: •: i W STUB -OUT 32 i LOT 2lA> LS LOTI23 SIGN PAR1t1NG SPACES: F0 ( n STREET SIGN �. 0 1695 SF 1837ISF to OTS 13-23 AND LQT:34 I r `J 8 X8 p 5' FRONT : + 1 BLOW -OFF ASSEMBLY; TEE \` TBA jK� — — i PRIVATE �' S REAR' I — Q STUB OUT FOR / R25 LOT 30 3' SIDE ACCESSWAY CONCRETE PAD' : 10 c FUTURE PHASES 2 1358 SF SETBACK R15' S FOR: TRASH CANE I. . J v p HANDF2AIL:. SEEi (5) 6.6" RISERS 11 : 10 \ �8',•, : ; / /2 WITH HANDRAIL LOT 3111 : : • (TYP.) {.Ah)DSCAPE('LAN C7 SPEED LIMIT SIGN .REAR PROPO D :: > .... 1354 SF 13;bE7AIL5: (.CY U (2) 6" RISERS WITH ET6ACK BOUNbPRY / 3' ID R15'I ANDRAI LINE : YF.:)'. 3' SIDE � O / LOT 32 ETBACK 43 � � � 0' }?>,18LIC DRAINAGE : ETBACK i 6"X8" TEE, 6" t �• 1505 SF UMPER 0 I 5 SEMENT, TYP. ' LOCKS (TYP.) z GV, 20' ACSA I r14 R5' 20' ACSA EASEMENT EA EMENT Q (2) PARALLEL PARKING tg . ' 6.21' RETAINING \ 134 8' c 34 J \ WALL 1571 SF , uj SPACES FOR LOTS 25-32 1 5 5' 3 SIDE R5 TYPE III j CG-9 (TYP.) �cPx ACSA MAINTENANCE SETBAC / BARRIE \ 5'FRONT �O EA EMENT EASEMENT 28 5 J LLI \ SETBACK AP — — 65.16°' B66t:NOFF ^ LOT 33 , ARV ASSEMBLY; L.L Q EASEMENT 3570 SF \� \ CG-12 ! fin . R2' 25 OU PHASES O STUB �T'FOR _ SIGHT FUTU E PHA w J LOT 39 33 \ DISTANCE I� CG-12 R2 16 b1 �� _j m — / GRADING I- 10557 SF PARKING' 5 EASEMENT "NO 28' EASEMENT W Q 3 �/ \ SIGN 1°S0 6' PARKING"R30 STOP gP 200 STUB-01�T b > O LL (1) PARALLEL SIGN SIGN 60 RE -ET SIGN } 06 PARKING S3 ROcc z \SPACEA C C a 6' R30' / / O S 37-38 17 06 R2 R3 p \ 3' SIDE / �x,� 15 5% / I„ I„ I O \ SETBACK25' MIN. 5 R184' 5' FRONT PROPOSED I J SETBACK TREE LINE Q \ / LOT 38 5 6' SETBACK "NO PARKING" PROPOSED / 1982 SF / \ _ SIGN LOT 37 / 6' PLANTING '' ` s : � - GV 4" SANITARY O TREE LINE 2208 SF , O STRIP � 8"X8" LATERAL 5' FRONT INUNpP�ION R200' TEE (TYP.) 40' M BZ�NE SIPTEL ' SIDE SETBACK FHA WITH LOT 35 / SETBACK 8" CLASS 10758 SF A T DIP WATERR GATE VALVE 0000 LINE & STEEL PILE \ y / LOT 36 I \ \ 19746 SF \ O' PEDESTRIAN CONNECTION REA\ \ 5' EAR SETBACK \ � 5' SIDE PRESERVED SETBACK STEEP SLOPES ' S DE (TYPICAL) ` \ f — SETBACK / JOB NO. ` ` \ PROPSED REEOLINE= —_ 40919 fte UTURE TRA SHEET NO. ` — CO IONS C4.04 c a i L 0 .4,400••••.,' I / o I ° ° ° CLINT W. 1 0° 1 I I %yS FFLET Lie. N .54380 _ _- --- _ s0 s 10/ 2612020 40 SCALE 1"=100' I I / 0 ° ° \ l - '-------------- - -- -------`'-- -- _ -------- 0,•�I `r�0!1 Al. �•�G,' - _ _ � -sy 0 100' 200' J - �� J J """ OLDLVNCHBURGROAD •��, BLOCK 2 J \ R/W-------- -- O - - r / o \ \ - -- ------------(VA STATE �914T - TAT UTE 6 a� H � I � o E 0 ° �� / / �,�'I 1 1 OHP—> E °0 / / ° °o \ \\ / /°°°° / �!/L / C Jy_= _�—��-OHP jON HW N3 o / / °o \ \ �, l0 ° �VDOT-SIGHT �j / i'� � E/BER NO'D/STgNC�P �Hr� / ¢ LL 3 LL ` 0 / o \ \ � � MANAGED � _ DISTANCE 0 // / \ � � �� OPT/CL/NE � oy / w O m^� 00 / / o \ \ \ \ / STEEP SLOPES I EASEMENT / �i� LOCK 9 ��' a � `—' ° o 00 / \ 00 \ \ \\ I (TYPICAL) °0 / / ,,- �, BLOCK 11 I , W / % ° ; ��,/ I BLOCK 12 C3.x v o � � � � ° ` / \ �a // N 0 0 / /0 / "" V> `° O W W W W O O / \ / ° 1 O \ I / O - /`C (V� O \ \ v V W OV OV OV OV <. % ° \ ( / PJOP��P �o o/i �� BLOCK 10 --� w 0000 ° o a° BLOCK 2 0 / c_ �� o a a a ° - A _L O o ° o '- / � \ ^ � ^ � � LJ �I O I I r� ` 7� O � / O 0 O�W � e 0 (�. ' \\ rI ' I c n o q\ oo I ° / B OCK t\ JI 1 ' — -- - 0 0 OON ry `R \ ° o o /666 Z /�1\ { i - —+— �1 i'� — -� m'� 9't u / ] N N O O 0 0 /0 / 00//F / k\�\JI G> ' ITTERN TL-AN�----- �` _ �/• // / F NNE\ v \�°�k� ° ° �j. P, / /� I l / / �7O . — ►- AN =— 'a / / Q V� lz0 O o \ — OH — � / ° / O `�\ \ � /\`/h / 1 1�7 `�A 9 PLC_._ n I z� O � \ \ \ \ — OHP— oV\ \ 0 \- / �` +b`?. DATE ' 100 - ° - _-- - c _ l V VV ❑ _ l-� Q /i r o�� 10130119 �- °-� — - 01. o ST �G OG o 0 0 0 ❑ _ �/ I - — u -0 �I C - yr g �� \ iEli li 1 II--� >- DRAWN BY 0 0 0 0 o 0 ° 0 0 0 / -B L C 10 T � � - �� I � �� ' \ �� - I 1. F0X ° / ° ° ° o o O 0 O ° ° �� _ Y �cr; DESIGNED BY / I 7 �� / �. I /�, v \ ��\ Q ' /,�a4 00° �_ \ - Sp� A C. SHIFFLETT / 0 I / / o o / / �I I I \ I `/ • CHECKED BY 0 / NDR11Y� w— o III \ °IN \ / A U D _ -1- - _ C/�` red .'� �� n O \v - \ 1 `\ U I • C. SHIFFLETT °0604P, / A U \ \ ` _�\ `\ / �-� 5� ti I /' / I w • • SCALE r � gyp\ J / ' I I Y�° /�F 1 A u C II �! / vA\ �/ I 1.._200' ° I=I 18 �� BLOCK 3 A c4) I� u J Jo i / \� ��/ /f� III • o I o A A U ADU -, V\A\ I i/ / I I 1 ° i I I I x °-{- -� LOCK - — - �� I, °°° A u u /� z\ v/ ��\C �� uGr"l'�� on • 0 ' / /SPN/ OOJ ADU c / ' _�? / U 4 0 ° 7� /�� l - ° / / P°� Aou (6) I � ' - I G - � � � � / _ ,/��_ \\\�V\\ U �\ �/� 1 / ^ � � rWi� o ' MITI' / ° ADU D r I / _ , . / //4 /> \\\\\ \ \ O V / / T C ` \ 03� am V 1� -� ` �\ lw�\ \ 1 °° �\ BLOCK 6 � P ADU) / /7 Q01 ' / / /uG-J \\ J S / \ f °° i \ PR/VATS 20' SANITA` / / \ o ( ° SEWER EASEMENT F BLOCK \ / / GT O \ 0 D - -'84 p. 688 S / ttr / _SLOP J �� I \ 70 -yFv I 1 \ o N °� ° �° K sTA E BLOCK 7 � / � �'- � —w� ' I � � o\O ° cLI w \ -- ° $� \ 1 \\ / 0 0 \ -- _. -- --- -_- -_ -- - _\ ° o � r `' A \ C 4— UGC 0It / '� \ Lu O ` \\\ gyp, oq,� T ° CII 0 0°.Q /�4, �� \ Q v! o \\�� 0 I / ❑\'o gym$ _ /i \\ C\Ll ':4 w Q 0 ' ° �� ° l E20' SANITARY o C \� �g4 1 1 ` f� ^^ \ \ n fr \ ILLO06 6 \ ° -� \ EX SAN MT17 0 WER EASEMENT U 7 fJ , �- °\ C / J o J / v - ° �PO .\\'61.., / �� /� GPI O \ �! of /quo Irn o � BUFF R (WATERTIGHT) �� 8. 2984 p. 688 uGr�/_ \ /� V \ \ �� cq I r V u s ., o O TOP = 398.1 \ 3°q�,\ / n - O w z 0 LlQ 99P.8° o �- �� / / 1- / UG u w C 'c e \ 1 (XSANMH26 ^ // :' O /\ Z 0 0 0 WATERT/GHT/VEN7c- / L / ! 0 0 `0.=391.7 0 0 \� Co �. ° o / O / n / / \ / -'I \• / U U) i o o ` TOP = 396.1 ' / / / i \ A D \ \\\ \ I� ' 4, 10=39TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY o�- DENSITY RANGE DENSITY 0� - i a LAND USE AREA DWELLING UNIT AFFORDABLE MARKET RATE NUMBER OF LOTS o o I J / i ^ \ \ _ I _ \ \ G Q 3 BLOCK REQUIRED PROVIDED o \ \ - / // / [ %^ - --- DESIGNATION (AC.) RANGE REQUIRED DWELLING UNITS DWELLING UNITS PROVIDED \ \ \ 0 / /// \ _\ v l \ u 1 UNITS/ACRE (UNITS/ACRE °00 ��° / ® //_� \ \ \ \\ /��/ _ c ( ) ) PROVIDED (ADU) PROVIDED \ \ \/ O GREEN SPACE & 0 0 8.0 0 0 0 0 ° \ r J / \ `� // , / G _] u � / ❑r \ BUFFER 2 0 0 1.4 0 0 0 0 ° �� / I �� C v\ Gt 0/ �/� CIS I 1 ;� ,n C \ NEIGHBORHOOD 3 3-6 2.1 1.5 4-12 3 0 4 \ o o \\ \ �\ \ ° °� / / �/ \ / Q v DENSITY 5-14 2 0 3 \ ° °00 \\ \� �_ \ I / T/ I � 4 3-6 1.3 1-5 0 a URBAN DENSITY 0 \ O I / c O RESIDENTIAL 5 6-18 3.4 7.1 60-127 44 0 28 ° ° \\ \� / /�� VILLAGE ` gXSANMH26 °o \ ` \ U ` ` / CTI n 6 0-28 0 1.1 0-31 0 0 0 (WATERTIGHT) o I I Ij/�yy��(j O NEIGHBORHOOD o TOP=396.2� 0, I \ // \ /y / / - \ IJ O / / / �\` �• D 7 0-18 0 0.6 0-12 0 0 2 0 /1.=389.0 �^ i / o p MIXED USE / I / c 3 \ -7 W NEIGHBORHOOD 8 0-18 0 1.0 0-17 0 0 2 0 d 9 0 34 0 1.8 0 81 0 0 0 °o �N oI I / �� A `✓ \ \` ` ) �Q UGp g 10 6-34 0 1.8 11-62 0 0 0 \0 1 0( II _ \ ]oe No. 13 URBAN DENSITY /° /I I / - / \> 0 `, �UGT / I _ �� 40919 fi 11 6-34 0 5.4 20-182 0 0 0 7 MIXED USE o o I / ' \ \ ❑ _ `z j 12 6-34 0 3.0 13-102 0 0 0 ° o / I I PI / `\\ - UGT - _uGT i f \\ \ \ SHEET No. TOTAL 34.0 150-450 49 0 39 `6�/UGT C4.O5 c a 2 a. 87) o of 0 .z 20 o � c �d N y d 0 0 fv � 3 Z In 0 � a �69 n d it .2 Y � y m o C y C c Eo c Ma 10 'a 0 � o w� c2 �N N C C V W nE N O E F E L --- - - - ' / o ° \ n i \ - ' _ - -- ------ !---- --w ° - - J l ° ( _ - _ so BLOCK 2110.OLD LYNCHBURG ROAD _ 400,05 gg 02--- - AT O o - ee ( --STATE ROUTE B31 _ ------- _ ------------ - \ - ------------ -- - - - - : o Like. N . 5438 4 i o E fVARYl-191'47 - ---- I 1- F S 2 \ \ �- _ _------------=-=t=--- � � mow. OHP o SCALE 1 "=100' \ \ \ I / 0 ° �o \ �� / / / ! - OHPI -' mmommom-QHP _ APO ./ O AI. H / I F ° o < / i ��,�u _ O ��11NN� 0 100' 200' \ \\ / ° d / .'-H� ��OHP%GN 0 o ' o \ ° / / i l ER OPT/C SCE / M \ /o VDOT-SIGHT / / i'� 4 i F/g/ ONODLSZ4 � H7� 0 / 0 \ \ MANAGED DISTANCE ° /� / �- j L/NE pyP� o 0 o ° \ \ \ STEEP SLOPES EASEMENT ° ° \ \� (TYPICAL) 1 �� ,,- BLOCK 9 °° i °° v v v / °°� ',' , 0 - BLOCK 11 I ,,.�'� ' E o i °/ \ a BLOCK 12 ¢LL:r 3 1 U,,pOO LL ` / °° O \ °O° \ \ \ / / / // �� O / / / /� \Q Q W U 0° Z Z�j Lr; % tr o - / o / /oP�oIRI /o ��i/ /� BLOCK 10 J LL �o-,x w °o _\ o / 0o i o /a C O O 1U>N OWWWW / CLASS B TYPE 2 v 2 2 2 2 ° ° ° BLOCK 2 ° PEDESTRIAN TRAIL \ ` *� F ¢ LQ '" o \ •��M r o w� Lu U UUU 13 °�\ o kx /0 o /\ UUUU st " L\ \ °0 oo - Od � G d G d \° \ 0 / o 0 0 / k\\ J I GT\ ITTERNUT ANC - - - - - N _ _ -- - G�V /_/ / O 0 0 0 0 / o \ o / ° -s - / I - (` \\�o ° 0\ o ( �fy19P / \ 1 \ / / / n -O` - f AN_ �- / i ti ti ti ti �k� OHP- - OH ° - - /� / ..;:: / .. PARK ,\ \ o \ V 7`/ \ ( p a -- I O \ ' ° / . ' ; 3940 SF 0 _ ' i S/�/,(� /rN o o o o I © _ - iF F N N ry ...iZ-� -t / ❑ \ \ C 1 1 4 . �V/ �1 , i 1 1 2 Q \ \ p l0 ° 11-40 ° ° ° ° / / L) TRAIL I \ /� 0 ` r \ �, W I U n - a 0 v � g o ° - ° o ° ° / 0 0 ° ° / PEDESTRIAN III'- �j C/ �\ C \ �� _� z / 7 0 ° 0 0 0 0 /0 0 0 0 0 ° / CONNECTION \ y�C \ \\ \\ jc ��'° �p I _I I I DATE �j c� . ; u > i o l / ... o:. _ _ (118 LF) I I \ \ `^ \ \/y/ \ " \ '� /� `s"¢'?.\ - I 4 o 1 /� v \ n � 4 1 - a+ 1 1 GA RDEN 0 30 9 o J \ 0 / / 5 P o J � •U � V 3080SF - \ \f I r f \ i ,I W - I I DRAWN BY P q. ° s� - J. _ J O BLOCK 1 ° V'�� s I DESIGNED BY ' II �� !�$Y��kFEP BLOCK 3 C II II 1 ' \J\\i \� / / \/ /T \\\ c ` ICI j� \I/// � • C. SHIFFLETT o 1 0 ) 1 PARK I - -- - 9 / n//, _C \ V� I y w - • o - ' I I >C �� ' � I � •�� U � - � \\ � j / I \ � � � CHECKED BY ° °° ) 1 I l ° I (2636 SF) I I I I / ` / j i �z\ \C �� ucr I �� n • C. SHIFFLETT . • SCALE ° / PRIMITIVE TRAIL B L 5 Yc �\ I I \ / / c - i IU 4 1 "=100' 0 1 ° (404 LF) / PLAY FIELD I /' / (4090 SF) ! I - /1 . / G \\ \\ \ ❑ I <\ o$ ° \ .. oo y \\ 0 / OT LOT +.' 1 �J / DGtI _ III �y ' \ �, /�� \' •� / / 00 ` (1866SF) I / /� Q� 0 \\ / \�\ // Lu \�PRIVFBLOCKIRY BLOCK 4 v' ° \ i\ PRESERVtD PARKQ \ �+ \ V X 1 \ �� \ ° � \� am (D 9 D. B. 2 6 STEEP \ 1855 SF) i \ \ / / �%^ \ o ��\ �, TVLwcA�� PARK /�C�� 1 TAN 1 ° / 1 \ \ ° ° ° ` K INT�E) I (114s SF) \ ��_ ° ° (S BLOCK 7 - / �=� G \ e ,_:� <\N o ° ` �°�,OA�� _ COMMUNITY_ / O i �� / A� ,C _ V n \� V A 0 p \ o �� GARDEN �G �7 \ \ J \ \\ s¢ \ I I \ \\\ 0 - ° (985 SF) -- -- -- - �, AN �� \ n, - -- `I ° ° TRA / �GcgiF %° {•fr`b O� \ / C ° ° \ ` / 1\ \ 0 NECTI \ ° 0° ° 0 0 0 (105L I / \ / / Z \ \ \°0� \��\�0 / E20'SANITARY / - - - I v /� '\ ` /CL ^ \ / �� n ofr4 j J W EXSANMM17 " 0 WER EASEMENT / - 'GP / fJ ��/J °\ C ! c a w ri ° -� O B WATERTIGHT UGT \ V \ \ \ o17 P\�� / �� n A asw.em 1 J o SUFFER (WATERTIGHT) �� 8. 2984 p. 688 Z% u- wzi \ a� o �! m / �' m \ o TOP = 398.1 1svo \�-- \ ° Ll�99P.Bo o ° \ �� EXSANMH26 / / GTE C n- UGT /e 4� \ /� 0 \ y) O v ° a ( a / l / \ d / C J -- -x \ \\ Lu 0 0 ° WATERTIGHT/VENT' ,� ,. co 0 00 `0.=391.7 000 �� Zo\ ti O ^ / ^ / �� \ / I 0 Q Q // ( / J � TOP = 396.1 0 0 O ` o \ \ L9=°390.Lr ° tr / \ rn s LL °00 0° ` °o \� o lip/��' iw �\ / ' /O --- \ ' _ _ \\ u ° W , / oc \ \ c Zr1 LLI L - - Z TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL & PATH TRAIL & PATH REC. AMENITY REC. AMENITY TOTAL GREEN TOTAL GREEN TOTAL AMENITY TOTAL AMENITY BLOCK STEEP SLOPES REQUIRED PROVIDED AMENITY AMENITY & CIVIC & CIVIC MINIMUM RECREATIONAL RECREATIONAL AMENITIES & SPACE SPACE SPACE SPACE (ACRES) (ACRES) (ACRES) REQUIRED PROVIDED SPACES REQ. SPACES PROV. AMENITIES & CIVIC SPACE CIVIC SPACE PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED ACRES ACRES (ACRES) (ACRES) REQUIRED (ACRES) (ACRES) (SF) (SF) 1 1.80 5.97 0.80 0.23 0.05 0 0.05 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 404 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 0.75 10,000 2,011 2 0.10 1.10 0.30 0.20 0.03 0 0.03 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 296 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 0.27 8,700 1,489 3 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 500 SF NEIGHBORHOOD PARK 4,090 SF PLAY FIELD 1,866 SF TOT LOT 985 SF COMMUNITY GARDEN 600 LF CLASS B TYPE 2 TRAILSA 3,080 SF GARDEN 5-8 0 0 1.38 0.12 0.03 0.11 1.07 1,146SF PARK 0.23 1.03 10,500 23,359 SF 4,000 SF NEIGHBORHOOD 3, 0 SF PARK PARK OR REC. AMENITY 1,85555 SF PARK 2,636 SF PARK 223 LF TRAIL PEDESTRIAN CONNECTIONS 500 SF NEIGHBORHOOD PARK 9-11 0 0 0 0.50 0 0.13 0 2,170 LF CLASS B TYPE 2 TRAILSB 0.63 0 22,700 0 5,000 SF RECREATIONAL AMENITY 12 0 0 0 0 0 0.15 0 6,500 SF ACTIVE USE REC. AMENITY 0.15 0 6,500 0 TOTAL 1.90 7.07 2.48 1.05 0.11 0.39 1.15 10.41 2.05 58,400 26,859 h THREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8. FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11. ii SPACE REQUIREMENT IS CUMULATIVE AND MAYBE PROVIDED USING NOT MORE THAN 6 S NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS. it z 1j / c \ oVV � OGP A \ UGT - - -ucT i I NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. ,O V / JOB NO. 40919 SHEET NO. C4.06 c a 2 L CLINT W. 2. ` $ L Lie. N 5/380 Ar / - -- / SCALE I"=30, 1012612020 - -------------- - - - - -- KEY PLAN of / / / ' / ' / ' / ' /< �T' - ' ' - ' — - - - - - - - - - - - - - - - '/ _� - - ' ! _ - " _ - -_ _ ! — % ' . NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE - _ ' - - _ _ - = - - ^ c - ' / / — — — — ' — — — — — 1— z z� — EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR r - - E __—� ' _'` 1 — — DAMAGE. — _ - - - - �_ - '_� - w ai /` _Lu /-----------r----------"-"--'--- - _____ / __..___ ___________________________ - / /_____ - - - - I - - ~ U N 3 ----------i- bV � w s r� \ / / ( / / / /— i — r- , / / , / / / / / / I / I / II I 1 \ \ \ \ — — I \-__________.. ____I_ __.___.__----------.-____ w w -ui O 1---------- ` \ / _ \ -- �------------------Lu - - I I _ y \ I o I — \ ------------- _ - 20 M 2 /' / / !/ 1I' 1 / I/ /I------t--- --- r-------;---------�--- -\... - -- l\ \,------- - �T e \ _ _ _ \ \_ �` - - - - — _ — — — - ------- \ ` Z f v 11 \ \ 30�x coil - ---------1-- I \ 110.02' 1 I I \ \ \ \ - `---- \ \ - -- \ — I \ ~ ¢ Lri � U) -- / _ C --- \ I -- - ----- - -- -- -- - - \- -------------- Lu I 1 \ \ \ \ \\ \ \ \ L ` ---- -- \� - \ \ - ` \ \ - ` ` ~ OUTLET PROTECTION - - - _ _ _ - _ _ _ — — — — _ \ \ - a a a a _ _ \ - \ - ` — —�` 510 _ - - _ _ — _ \ \ _ O SHEET C3.02 — P_' E _ / c — — _-J ' " - -- -- - -------_ --` \ --- -_ In In In In \ 1 _ / _ - . _ - • NQ6_ I / / / / ` _ ' _ ' - - — ._ - - - - _ - .- - - - - - — W W W W Tom,— Hi ��OH `� - -\`4 I� - 485 _ / / , 1 / / / // �'�-_ _------___ _ -_----- -@ -- O AHP— / - -_ - �_ O�i�LE AV ULT / i� i ' _ - O/iP - ' " / 'TELFs rTV L/NES{ / 483 Q� / /' / ' / / ' / - - / / _ rN _ _ _ _ ___ _ - _ _ - _ o / / / /// _ _ -- _ _ F o / _ — _ �� i 0�� -L y� / / 4 _ / Na O _ _'' I'// ' / / / / / // /// ' `--- '// //'/''/' / �/ ------ _ - _ _ w w OO N N / - I - _ _ _ . / 848' / 0 / \_ , — / / / / / / I I I I / /-- / / I— = = ===___ z V•10�0 20' PUBLIC DRAINAGE - - - / / / / / - - _ - / -0dd-ELECTRIC EASEMENT, TYP.' / 4 05 . - / / / / /1 // o / _ _ / , / / - / , , / / / in DATE TELE & TVLINESi / / 504 / 20' PUBLIC DRAINAGE \` '' /' / / I / / f > �' /' — ,-' / I510.4 ' ' � 10130119 EASEMENT, TYP. / / / / +° O DRAWN BY OHP' 1. FOX . OHP— I _ a '/ ' / / � - -OHN—' / • DESIGNED BY 172 / / \ /� // / / . ' / / o _ rn / ' - / o/%/ I \ P/ • C. SHIFFLETT 171 _ ' N, / / / ,�_� 1 / / / / / / • CHECKED BY ' ' /' �/ • C. SHIFFLETT // / // // //, / /, / //, /// /, /// / / / // / /// / / / / ' // I // //, / �' / //,/ / ' / /— _ — �— %/ — /DN A' -- _ / / /' �/ / / • SCALE Lu 70 / �i9 �\ \ \ \ / //, \ \ \ \ \ l \ 169 \ ` \ - - - - - PARCEL 7600-00-VO-051A SOUTHWOOD ARLOTTESVILL LC NEIGHED B 06 PG. E 8DlSTRl _ , �/l / 11 / / I \ \\\ z / \ / - - - - - - - - \ \ \ I I / / / I 1 \ \ - - - - I'll / \\ \ > V 20' PUBLIC DRAINAGE ` '-- - - - -_- \\ \ I EASEMENT, TYP. _ � — _,--'! / / �\ LL Q Z_ _ \ 0 162 - I 168' / \\ __---------- / %' ' —� 494. m Q . 20' PUBLIC DRAINAGE \ _ _ - - - - - - - - = J / % — / ! �/ Lu Q 158 62` EASEMENT, TYP. \ , - - - / - - / _ LL Cb Lu 16 �`9> / S "9? I" a I �r I \ - - - _ , ' / , , _ / \ ' / / \/ /� Q 0' ACSALu Q dp/ '163 /000 w \_ 600 — — — — — — ——— _--��/^———— — — -- —— — \ ———— '/''//''/�/�I 492 C�--- - - - - -/ CJ //I/1// 111 \ \ S\ + - / ---'' -V� - -- - - - - -/ J r J ---''' --- - J 490.8 C ff L_ 164 GRADING \ \ /I i — '\ `\ \\-------� 1 EASEMENT f ter— — — -f — t G / / ` - \ \489.5 REFER 0SHEET Cf��.6 O 1 \ - ----- / = T-F--------- �� \\ \ / 160 ROAD1rrONSTRUCl40 J 488:8 ' I _ '�\ \\ \ _-------/ / �� / ` L— —�J--------------- / / I I - �� _ \ O WW / /' / / PFASIN6/ / c ,� `\ `\ %�� _-------------------- _ /1� / t-' /� ''r-_------- / ' I----------- 1V �\ I r� (� r� �' / // // / // // I/ //I / // \\ \\` //-lI\ \\ \��_�_��_-I- �� --�/� / /� L/UGP----�J G�-_—\\\ I nn J I ✓/UGT JOB NO. --- I �/ ��`�✓ f''r I \ `\/---"' ��" / - I I - �_� L j - - - \'. //-J I 90��'<� > I L-� \ \ 40919 SHEET NO. 432.4 SCALE 1 "=30' KEY PLAN 0,/ NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THEEXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING ORDAMAGE. O / / I r I I I I ---II-------} / y I ----------1--- \ II II \ -------------- _ \ --------- \ \ - _ OUTLET PROTEI OP6, SEE SHEET L —\ \� ' �i� T '' '� 'i4T �= Q - OHP� / bHPF✓- i �%�LE-VA' LT�r�%A LFt. c�TV L/NES OHP—y�-7--�OHP� / / / / /� / ' / �'/ / �� i/ // / / ''/' / /i / /_'' I OHP— / ' — L OHP - OHP— 1 / / / SLOPES / / / / / / / / -¢-i � / / / / 17.H.�LECTRIC / �OHP-' / /' ,/ TELE.&TVLINESi / /'O/i ELECTRIC / / / / / / / / / / / / / / / / ' / ' / /' / / / / // / / / / �\�� \ \ \ ♦\\\\\ \\\ I / � �'' �'-� �'' _ � i -_--- _ � � / 1 / I I I I 1 I I I I 1 1 I 1 � / / I / / / ,' / / ' / I�r ��\ PARC4 09000U-00-09 7/4u\ ---------- - - - --- \ \ ----�NE/G�BORl�O�7DMODELDSTJ�ICTC \ \ DB.\ 3,175\PG. ON \\\��\�\\\\ I\ -- --- - - - - -- zz LOCATION OF CD-1. 4"PVC TO DRAIN TO-_—, � — �� _ � / I � \ \ � \ \ \\ \ \ � \ \ \ � — — \\ \ t I I NEAREST STORM ' , ` \ \ OUTLET PROTECTION - - - - - \ STRUCTURE. SEE - - - - - _ _ _ OP5,SEESHEET _, ----- \ \ `�\ \ - - -- ROAD PROFILE ON — — J C3.02 I - ------ I \ \ 48 � SHEETC8.01. /- � � � ______ -----' 1 � �\` � ��_ � ,' 1 \ \ \ \ \ \ \ \ \ \� �----_ \ I I 150-___-_-- _ \ I \ \ \ \ \ \ \ \ - \ \ I 'PUBLIC DRAINAGE _ _ _ _ _ _ _ _ _ \ \ / / ' \ \ \ \ \ _ - EASEMENT, TYP. - 500 D?S �5� 55 I "e A6 /-------- -- - - -- ---'J / — — / \\ \ \\ \\ \\ \ \ \`\ 5 162 \ 6' ys c�� \ 9 -max_ / ! I 14PN --- _--- _ I 158 \ 62 5 490 S N 470� \ \ q8 v \ p90 v - / 151 _— a\� _ 54��— _ 501 147 \ h \ I t/V / r \ i '` \ \ \ \ \ \ \� GRADING \\ \\ \ \ Z vv EASEMENT vv 20' PUBLIC DRAINAGE \ 502 EASEMENT, TYP. \ \\ \ LOCATIONWOF \ 4" PVC TO DRAIN TO \ \ — ORATION OF Ctr / / N \ NEAREST STORM \ \ / W�C0 DRAIN -TO STRUCTURE. -\EE \ \ \ \ \ ' 14 - - - -NEAR€ST 9TORMl- / ' /\ ROAD PROFILE ON \ f ' - A�� STRUCTURE. SEE -� J _ _ ' ' , ' \ / \ SHEET C&A \\ ZO A( S7�- -ROAD-PROFILEON �� // \ N. EA$EMEN�EE1 C8.02. - - - - - ' / / \ ' \ /-----__ ------�____ \/\ S OI�MILEION -----_ „� D---'D- -_ D � N - u� / D / tP / 6�i - _ --A _ CP - - - c0 O _ _� a � d - W - - W 1T VV 53 153 O 53 h 157 0 - 61 1 COI a f a f 159 v S 161 NN a SA 155 EASEMENT \ \ LOCATION OF OD-1. 4 NEAPVCRREES STORDIN tY ,! GRADINGr I / - - / // / / REFER O SHEET 6 0 I 1 1 \488.8- ' \ \ STRUCTURE. SEq / / EASEMENT - ---/ 25 / / 160/ _ _ - - ' / / PI fROAD 1ONSTRUC / ASIN J \ ROAD PR6FILE ON, SPEETC8.01/ BEECH / / F 7- ' _----- ------------------ UGP— — - — —UGP— — _ _ —UGP_ _ = UGT— - U6T —4-7{r.4 UGT DGT — _ _ —UGP — TH CLINT W. S �LE Lie. 10/ 2612020 , ass G 100.�O1 %AL ^� E 0 a u N � N C > E w v E <LL o 3 p LL w o `mom-i-i d J U 000 J — uj M C7W NV Z F 20 mr 'x 91,2 � � ti = N = U > F < m00 o rn N � M a� H Z 0 a U (n Lu z ti ti 0 W W W W U) w 0 0 0 0 U U U U O O O O W W W W d d d d ti ti In ti W W W W F N !P DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE Q W a LIJ W O Q Z J m Lu a p LL ^^xx W W Q Z O W U 0 ce r��r� C) V O O 2 O V) JOB NO. 40919 SHEET NO. C4.08 L / , , / / , / / / I LOCATION OF CD-1. o / /' ' / - - - \ \ \ + 1 / I 4" PVC TO DRAIN TO -NEAREST STORM_ '\ =� — J bo, ��LTH �• o / / / / / / , /' _ - - - - _ - _ \ OUTLET PROTECTION I STRUCTURE. SEE \ SEE SHEET ° / - \ C3.02 ROAD PROFILE ON�-4' C� i \� \` 416.4 \ ° / / / / / r , / ' / / / / ' / /', _ - I I 148 I SHEETC8.01. l / - _ - ?�' CLINT W. 2• I / I /! I m I / \\\ \` % / _ / \ o r // q j / ' '/ / / / ' / ' ', ' ' / ` \ I . 1 I I I 1 , 150 - - - = i O 7 S FF L ET > I I I / I / \\ \ / / / / / / / / / / / 1 \ \ \ \ / / / / / / / / / /, ° -445 - _ / �• // r // / , / eel 1 a - o / / / jL / ' / / / / / , / / �� / '/ / / _ _ , _ \ \ _ a5 4 y o � p Lic. oe Op sr A l l l I I I / / ,' // // // / / ,' / r' / / /�/ / / dy yy \ sy�s rn�� l l l l I I / /� F�tiO 'l o // / / / / / // � ' / ' ' r ' / r' /' /' ' /' / / ' / / r / ' , ' ' _ 6' y Ss/ ��Gto q I / // / / / / 20' PUBLIC DRAINAGE / / �' '/ Q \ / S8 • OVAL ll 0 / / / / / / / - - / 149 •NON• EASEMENT, TYP. N �� o/ �/, / / / p / / / / / I ,'I / / l o l / / / /' ' /' /' ' / / ' ' - 4$) - SAN O� of / /l 'o I /f '�//r/ / / /////////' MU 151 0 a / / // / .,/ / o / / , / / / 501 0 / /, / / , / /, , / / > E o/// ' /'// '' ° j / I / // / / / / 147 vv / / / / / / / / / / /' i' \ \ \ H-W >3 / / / / / / / / , , / / / / / / _ - _ 4$S o Lo O I I O I l / l / 1 ' l l / / / / / / ' l l / / / / ' / V , \ \ \ ` 15 \ \ d' Lu — / // // / / / ° IA / / I _ - - - _ - _ i GRADING O / / '/ / 1 / l / ' /l ,l / o I I �' I �/l Il I/ I I ' ' I I/ / / / // // /// // / l / I'/ Il /' J \ \ \ \ \ fA ry a 6/ /'/ / / ' / l`// / /' I I / I / o 45q // / \ Z( \ \ \\ \\ EASEMENT \ a> v _ \ \ \ \ z f x (J / , / /, / / / // / �' � �' /� / /, / / / ' / /�, , l I I l � � ♦ / / / / \ I I I I I I I I I I I l 20' PUBLIC DRAINAGE. \ \ \ \ 3 O ,� a In ob I ° / // / I EASEMENT, TYP. w o I / / I I I I I ' I .---- 502 \ �� ai / I \ I I I I I I I I I I ice- -/� ,. \ \ \ 0 (r1 V1 lr1 V1 / / /. /, , , / / , o \ _ =ry z F-hF-I- / l l / l I/ /I I I 1 1 \ I , I I , A t\ \ �V v� 2222 o /+ 1 a \ --O�ATIONOFCi7f� \ x �� o w w w w 415.1 ' o ` \ I I 453 145 Qy ` 1-4 C U DRAIN -TO T J ° u U) - - w O O O O o / / 1 \ \ 1 \ , I c .. o/ / / , / I \ + \ \ + 1 \ I I - �� \ wu � U U U U ° / / I I II \ \ +\ \\ \\ \ 1 \ ` I II II j II 14 k� -NEAR€ FURS. I I rv� � STRUCTURE. SEA - / / / - 20 ACSA - -ROAD-PROFILE-ON _ - \ w \ \ \ I SliEETC8.02. ---__ '� / ow 2222 /° / / 1 I 143 45 __EASEMENT / / o / / , l / / / I_ I I - I 1 \ / / ° / / / / 7 / l \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I /' / / / - - - - Y U U U U °//// / / III / / // / \ \\ \ \ \ / \ \ — — - --___ ---- \\ dada /A o \ \ \ , _ — _ \ - / = V1 V1 V1 V1 0 i _ wwww o//// / // / I i ill I I\ //p° / / / / ) +� I - � ,--� ----� ---_ - o Oc , N v w /o i v'(1\ OF/ .(, / / -,, I T /O / , / / , / T 414.7 1 I I .a / j a / / / / / / ,\r/ 1 \ 43 LO¢AT 0IJ OF Cb-1. z ' '/o/,'// /',' r'/' / 111 �1 ' / / /roip// / /' / /r // / ' / I I 449 4"PVC TO DRAINTa ` / V J� — — — DATE , , — /_ / / '� I NEA EST STORM I I / / r / / / , / / // / / > d / III \ / , / o c/ / / 20' PUBLIC , / - - STRUCTURE. S E I \ / ai — / 6 — — _ (R I �I ----- -- 10/30/19 �/ 42.5' STORMWATER ,' DRAINAGE / / \ \ 43 \\ \ o /' / JlI I \' FACILITY o o g/ ' / EASEMENT, _ - \ \ \ HEET C8.02. I \ \ ~ r / / / ' / I \ + \ 4 \� I \ / r DRAWN BY EASEMENT / ,' / GRADING \ / r / /. � o / TYP. � I 448 \ 1, o \ EASEMENT i'l \ I /' \ "\ J. FOX �, r/ / o° / / I/ r / / , _ T , 1� / \ \ \\\ \ \ \ \ \ I� I� _I II \/\\ \� \\ • DESIGNED BY / / / /� ' /' pHP�/ /I ,' , ' 44i \ \ A579 \ \ \ \ \ \ + + Y I \ \ �� \ LGp , C. SHIFFLETT OHP / o / / % / / / , / _ / \ \ \ \ \ \ \ \ \ \I I \ \ \ 26,t I _ • CHECKED BY _ ° SW}b A� / / / / / - - h - - g46 / f \ \ \ \ \ \ \ + �' I \ \ • C. SHIFFLETT o / / �/ / / _ + \' \ \ \ \ \ I \ \ \ \ b • SCALE / f 129 9� ' LOCATION OF CD-1. ' _ 132 _ 4$ - 15"PRIVA�E SANITARY 4! P- C TO-DR/�PN TO / / \ \ \ - - -+- NEAREST STORIvL ' / '/ Qg0 / 4" PVC TO DRAIN TO - - _� _ }ENE WATER LATERAL \ \ ` \ \ J _ \ \`� \ \ - - - - - / - - SE ENTX(I / � NEAREST STORM 130 � r/ / l \ \ ' � � \ )\ \ \ \ \ � \ � \ \ \ \ �TRUCTUF] SE' / / / i STRUCTURE. SEE - . - 1140 \ 10' PRIVATE \ \ \ BROAD PROF] N� / � // / / p,'�5 � _ - � \ \ \ \ \ - / ROAD PROFILE ON 13 _ _ - _ J 0- \ \ \ \ _ _ - - c \ ` • 35 / \ DRAINAGE � \ I I \ I \ \ � ` � \/� \ \ SYCAMORE SHEET C8.02. EASEMENT l 414.1 ��% / �p \I 32.5' STORMWATER _ o ' ��0 / / ' / / 443 / �\ - - - - - ' } \ \ \ \ \ \ \ \ _ - _ ./ \ \Lu FACILITY - - - EASEMENT ---_ ---_ LOCATION OF CD-2. 4" PVC TO DRAIN TO / 9 , / 10 / - - - NEAREST STORM r STRUCTURE. SEE h - ` 141 �f" `� , ` J 449 0 / / \ I � / I L J 212 N - - -- - -- _---b a I GRADING \ \ 4 ROAD PROFILE ON I- �` � • I p � � \ / 40 16 _ - - - - SHEET C8.03. - - - I - -' - XAPLE PR'EySERVED1 / o o / / / r r i / 209 - / i " / o / - oI I EASEMENT - t_ _i \ \ STEP/SLpPES ° 6 r ' ti 09 ,'/ / I + 1 -_ (GT j UOT� ^ 1/ I / o/ / / tP \ _ - - - - - 10' PRIVATE 4/ II I I �/ U DRAINAGE - F CD-1. / ' / / / / / / / r ' / 439 ' 2 I _ _ - , 54.7 6T� T / o / / / EASEMENT I / X� Q / '� STORM o, DLL / / / / / / , 20' PUBLIC DRAINAGE J ZE. SEE / / a 208 / N -ILE ON EASEMENT, TYP. - - - /$� - ' / ~ I /� / / , / / ' \ a f C8.02. I 438 It; T / S / / / / / , / rrwnn o I njh/ / / / / / /• pIS`TA /� i' / I 4$ / / I '��/' ,' ^^ J V SEME T i ' / 219 / r / / ' ' I / / , ,// r ' / L.L J Q cm Lu w Q LL 2 \ I ~ / \/ / 0 EASEMENT / / / 2 - � - - - 230 _ _ ` \ I I I - / / / O / j ,' I� 06 222 - - - I I -mmL // -' / ! _ _ _ +l6 .5 22 436 / vim, 10'PRIVATE/ m---------- \ - - — ,---UGP�/ ---UGP — 0 Z 08 / / / / i9 DRAINAGE _ v a Mw h-ro to v - - _. --- \\ \\ \\ I G) I I -� - / / _ b 04 \ EASEMENT q38 9 ocvvvv o z - - - w 0 by I u�davvv a / Ali 233: \ \ I--—�'—I—i'--w-4- — Iw----w— Q 221 _ _ 23 --- Aye \ 1 I I ICI I I I �\--------- — — \ — / 404 - f - - - - - - - \ 1 1 II tr~ I I 455.9 I I 1 \ 24 - - - A y'� 10' PRIVATE- aCLEANOUT (TYP.) - / - - �- \ DRAINAGE I I \ ` - 0 4 .8 \ EASEMENT I cci / 4" PERFORATED SCH. 40 _ d3 - _ - _ I I I NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE \ \ PVC UNDERDRAIN (TYP.) + t _ \ _ _ 235 EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR GABION BASKET 1 cn p i. M } 300 \ \ ` FOREBAY WALL - - - - I \ \ z , y2 I - - = �I I I DAMAGE. I I'�� v \ (SEE SHEET C6.01) 2 N. . `t\`' • 04 -2Q' PRIVATE • \. ` ASS 236 EASEMENT301 SAN Aye �' / r LOCATION OF CD-1. PRAP 302 431.9'Ik'' 4" PVC TO DRAIN I PAD / 405 \ I p39 237 ' ' / 40 / TO NEARESTTORM i J I/ I / p r O83 / &7 433 / / / / ' yy 238 STRUCTURE. SEE / / /� �P SCALE 1"=30' oB No. 119 ROAD PROFILE ON SHEET C8.03. 1 _ J JI ' - (�� / ` 0 30, 60' 40919 `\ a I 106 �. _--- _ - I \ \\ // SHEET NO. / 434 C - / // % / J- 7` - ph / / / / C4. 09 ' / - - \ — 40 ' 25 _ / �/ KEY PLAN a i L — 218 — 4" PVC TO DRAIN TO ,��♦ I / 9 ,. / � NEAREST STORM ' ' ° ' / STRUCTURE. SEE 449h - / / / / / / /' / / ROAD PROFILE 209 15 - - _ SHEET C8.03. - - - J s - - - - - -� �� ' Pf�EyS15RVED o / / / - - GLINT W. /'STFEP/S�YES6o ' / �O YYPo10, � (>� -DRAINAGE _ s Z'O 1 N .54380 LOCATION OF CD-1. / / / ' / ' / / / ' / / / ' / 439 / _ - a -a - - a� �� 10/26/2020 r / / / , o / , / �/ d EASEMENT ,� c SCALE 1 "=30' GABION BASKET 4" PVC TO DRAIN TO / / CAM SUFFE17o o / / / / / / / / \ / C 09 '� — — �bp — / �i,E fs NG:m NEAREST STORM / / o / / / / / % / - _ v ® ; lO: A ;'C �W� / / 20' PUBLIC DRAINAGE N III FOREBAY WALL / / / `L � / / / 0 30' 60' ! (SEE SHEET C6.01) / STRUCTURE. SEE ROAD PROFILE ON SHEETC8.02. ✓ / 438IG KEY PLAN I / 0 E Sp � / ^� E EASFM� T /� o u //' /' / / I 20 NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE OUTLET PROTECTION / ' % Bl` �h EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR - OP1, SEE SHEET DAMAGE. C3.02 / a 10 4�A % . �% ` b°j/ �O / / 437 / // / / /, , I Ay w .N 3 // / / F7 �`1y / '1 �` / / ACS� / v / \ 45 . I l _ _ ¢ LL 5 3 0 EASEMENT q W s /' ' ' ' /• k R1$ I 1 I 1 I l l / / / / / / I / _ c 222 227 — "" co, O w_ - - - - -- a>ory - - - - - - - \ \ m ry a /� /i / / '•.•kC,` �' Ati 1 i 1 1 / / l l 1 43 i9ovvvv�a — _ 3O x 08 EASEMENT "w n v v v v`r h-ate ? r- v N / / 5 j•`. • ,' / 05 / / _ _ - oJe a LL o 4" PERFORATED SCH. 40 A \ o cn In tIn 221 R @N z 2222 PVC UNDERDRAIN (TYP.) ° o �� y k �. , / -I - � 4 /�tk\ �// / I 435 / / \ \\ x ¢ � WWWW / /. ` y / / I 4yg ~ = rn ' / -O � • '10Lu 3 , 1 _ _ o-o - �• ` � 0 04 / 1 I 1\ � �_\ � `--__ -_ — _ 24 _-- y1 10'PRIVATE w� ' ° �/ �� k / / /j 104 01 02 / 434 4" CLEANOUT (TYP.) \ / _ I— \ \ \ 0. \ DRAINAGE _ - 4" CLEANOUT (TYP.) / � - \ \ � - - - � U U U U / v OUTLET PROTECTION ' ` ` - - $ - - 1 4 .8 \ EASEMENT O O O O / ° o _ / / ' 03 v 1 \ \ 4" PERFORATED SCH. 40 o o OPS, SEE SHEET 1 _ o -L , , \ 6 \ PVC UNDERDRAIN (TYP.) / f w w w w ' OPLPh D� �r , / C3.02 N a i �\ \ \ \ \ ` \ GABION BASKET S — to \ / a52 I 235 % O O O O / �yp9 * '' / ' ' STORMWATER FACILITY M� 300 > \ \ FOREBAY WALL — — — z / o ACCESS & 20' PUBLIC M \ 403 / c5 o o ° _ _ - '' i / ' DRAINAGE EASEMENT `r k \ (SEE SHEET C6.01) Nag / } o I / o ° ' ' / 202 `k ` \ 400 04 2Q' PRIVATE W W W W STORMWATER ` \• \ k / 1 ° ° - ' cER��i FACILITY EASEMENT i - �k• .\. • k` ` - _ _ ACCESS 236// 000' o/ 004 i /106 k• �\ I EASEMENTI 0Lu O O ry N n Vim. - / _ } Ow/kCSF, - - / ^ SAN / / ~ C C _ _ - - - / ' , / / ' , ' ' / ' �$EM 3 b�� <k�0� ay0 p`� / / ' / LOCATION OF CD-1 u 0 ^ C o a RIPRAP 302 43,1.E 4 1 ti qo �1 /� ' / 39 ' ' 4" PVC TO DRAIN z Y 03 \I \ \ 2 SPLASH PAD / /' 40 \ \ / / I /' / TO NEAREST � / / , - - - _ / / , ' , ' / / 433 120 / 4b1 \ 405 I R39 / / / I / I / 237 ;ti 238 STORM > DATE 97 1 I / F ' STRUCTURE. SEE / / - - - - 406 \\ // / / —'— I Z / / SHOEET C8.03LE ON o DRAWN BY 1 � 10/30/19 / 434 ,/ �. —i/ r I \ 25 1.FOX 407 / —y 440 ` _ ' / / /' / / / ' / / ' / / / / / / / I�R2 / / / / • DESIGNED BY 10' PRIVATE / G / / D� ' \ �b DRAINAGE / / ' STORMWATER _ 435 i / / I / 45 / / ' C. SHIFFLETT FACILITY EASEMENT - - / , / / / , 56' / EASEMENT S. , ' •• 20' PUBLIC /' I / ' / N \ - 45T 241 / 45 / CHECKED BY _ DRAINAGE I C. SHIFFLETT /LE � 109 436 / EASEMENT / ' / ' ' / • / /20'AG�SA / O / / / Q • • i //� EASEMENT . ' / / / / - 20' ACSA _ 26 - / 15C 301 // // // / / /' '' EASEMENT 437 I // 225 24i �/ I �Z , ,/ SPN, /,. ,, /cb- / w w / / / / / / , / / 436.7 Lu 440 J�Am 1 I S 4 RIPRAP / b�0 h co SPLASH PAD BLIC DRAINAGE LOCATION OF PU' CD-1. SEMENT, TYP �\ / / / / 0.6 4" PVC TO DRAIN 0 Q 43 4b , 413 / / � 2:J N \ 414 / [ / yS 16 / TO NEAREST / / STORM STRUCTURE. SEE ce W rn a o ROAD PROFILE ��wlI�� \ I / / / / , / / / / 1 1 , / / / / / / / / \ 1' b A AENA // / // v / i N SHEET C8.03. E LLJ ITA\RYSLr\WER 45w J-1 Q z 10' ,y w Q o `I - - GRADING LMENT J J /EA v ° EASEMENT / 1 12 LL Q Lu i \ V A V A 11 I I I I/ // / / // / / / // /' / / I 1 I / 1 / l/ /// / // /// // I I l 1 1 1 I A S / / 17 v 1 G0 440.8 I / I I l I / / / / / / ' s wo M Ir�In� 1 1 I I I l l l I °g \ 0 Z PARCEL 09000 1�0 00-OQ-000 9 SOD(TH OD 6HARLOTTUVIL ELL 1 \ \ \ \ \ \ \ \ \ \ \ \ \ _ tl — , / 1 I 1 I 1 I l I I / 1 / l / / / / / DR9 'v to w °MnDFI 1 \ \ \ \ \ \ \ \ \ \ 0� / / ' / 1I I I I l l l l 11 l l '/ I I / i 0) l \\1� Iky 1 � o /o 1 I I I 11 1 1 of ti co \ — / / II I I I I II 11' I I I oI 1 / / , / / /, / / \ 1 I 1 I / I _ I I I I 1/ II I II I I _I ° 1 I 1 I // I / // /////// ////////// //,'\ \\ 11 11 1 1LOCATIONOFCD-1. I \ \ \ \ 1 / / _ _—_ / / / / / / / / / fi \ 1 1 4" PVC TO DRAIN Q \ °o / / 1 / I / / I / f' / // / / / / // / G�pAT�o ,�\, \ \ I 1 I 1\ \ TO NEAREST I 11 11 I I I I / / / / \ D I / I 1 I 1 I I 1 / , I �/ / lMJ„lEjy.) \ \ \ \ \ STORM 1 I / : _ — — i / S \ \ \\ \ STRUCTURE. SEE I 1 o I J� wlM �i� / / / 0i Itn \I o I 1 I I z , / /�/ / / / / , w \ \ ROAD PROFILE ON \ r I I I /\ I s — / / , / , / / / / \ \ \ \� \ \ SHEET C8.04. 1 I I o WATERTIGHT MANHOLE\ o'PRESERVED— I \ -- --- o.�TEE�SLO�E.i" \ ♦ \ \ _ _ ' / / g \� ', I \ I I \ , ' \ ♦ \ \ \ \ \ \ \ \ \ l \ \ _ —_ — _ ATYPIC 4L) \ \ ` — `—�-- — — — _ JOB NO. 5 \ \ \ 20\ACSA EASEMENT \ \ \ \\ \� \��-�—--------------- \\ \\\\\\\\\�\\\\ \\\\\ \\\ \\��\ \�\`�\ _��,` �` _ -- — / / /// // /i/i 40919 o° —. ��—�---\\\♦ \\\\\\\\\\� \\ \\\ �e��\�__— --_ — — —'i �/'i /'/"� SHEET NO. N, INSET c a z c / / / / / r �pLTH 6Frrr CLINT W. Z: u/yS FFLET >� 10/26/2020 TC E 449.79' I \ N \ \ N C \ \ > E vE _ _ > TC U >448.62' F- ' 3 i LL 448.60' - \ w 0 m�`-i-i Lu -- -- '----- - - - - -- CNN 0 ZF im 2' v 3: 0 vX In =v w Lo x z \11 N _ m U> 1O O W W W W -gS--- ---- --' - ------------------- - - - -- ~ 446.48' _-- -- _-TC-BZ` - \ _ °N w 0 00 0 448.78 vv UUUU TS 448.34' - _ / a v ' 448.98' o w 2 2 2 2 oF- »» 448.99' - - - - co / - - 449.09' �44 7' � �9 \ \ _ v ? d d d d 449.09' B - - - - - - 93'- \ - - O O O W O il > > > > D W W W W 0 H- TS = _ \ - 0 00ry0 430.00' - O / - -- - --- - - --- \ _ > w 000 N a ~ v kr o - - \ U p ^ 'Z z 480'.10' in DATE \ 10130119 TS T - 457.42' DRAWN BY 84.00' - - \ - _ --- 1.FOX I _ _ - / / / • DESIGNED BY BS - _ \ _ _ - - - - - - Nlb 5. \ \ 4502' - _ 454_92' - • C. SHIFFLETT BS 434.10' _ - - - - - - - - - - ` I - - - - - - - - - - - _ • CHECKED BY \ es \ • • C. SHIFFLETT - - SCALE 52.42' - TS 451.09' 1 I - - - - TS • - ' - BS i i 451.09' 1 \ 450 BS 449.92' ' 439.10' TS \ 450.49' \ 1 1 \ _02" - _ - TC - - BS \ I \ 452.31' QCj% I __-____-__ ----- - - __ 448.49' TC TC 1 - - i / 45135' / 451.71' TCIL LU ` - i \ 1 TS \ a�2.57' -- --------------- - - - - -- --BS - -- - \ V 444.00' - O / / TC \ TC / 447.52' \ TS Q 451.91' 452.03' - - - - ) 452.46' / -_--4-47732�--- - / - - - - - - - - - - - - - - S / \ / / - _ _ - _ - - �I --- 451r09' /-------- -- asz.a3' / I _ - _ - - - �aaa ss - \ - � ' 4 / 452.28' / ' I 4.81' _ - ' FFE=452.55' - - - - - - Z FFE=452.55' ' - - - - - - z - - _ / _ _ _ - - - - - - -\ - - - SAN SAN SAN / Bs TS w l J qq AN \ 442.47' 442.27' a J z ------ ----- -- - - -- --- O QLLJ 0 \ � BW - - - - - - - - - - - - - - - - - - \ W Q /L/Ln� 453,04' S > O V RETAINING WALL' - _ s' _ - - f } 0 MAXHEIGHT:!�2.9' W z W FFE=45�.55' - - - OU Q / _ - - - - - - - - - - - - - - - - - - - - - - FFE=452.55' i I _ w I--- �'G TW BW 453.67' 452.43' - - _ _ _ - ' w --- ----- ----- / At O T •' �'I'� =� IbUALE V= 1111' v ' 1 /O V / JOB NO. 40919 SHEET NO. C4.11 L b tpLTH Lj 000 'C • CLINT W. 7 / Pr1 / 0 � 10/ 2612020 �i4V % SCALE 1"=10' / ' / / ' S / / / \ \ / / T,•r S \� • / \ 0 0 10' 20' E U KEY PLAN I I /If E / IIIA// E I / 7 / \ H_ v .� 3 43 o W U 00 z d W C7 ULNN d \ // / ' /' / // / / /' / // / ` - 0 In x u I / / / / / / / / / / / `� J \ - J Q w �v �ti�ti It Ln / / / / / _ �^ � 0000 a M U U U U If 36 / d d d d - 1 / 0 W W W W If zx F I 1 //-- -- __ w rN w oo�ry _ III // / / / \- / - - - U 0 ^ vt ,may NDO m DATE /' I o ` 10/30/19 435 I / / / \ \ \ \ - _ I - -I - - - - - - - - - - - - - - - - - - - - - r DRAWN BY 1.FOX / '- ^ I I I I I I I ' / / \ `\ \ / / - - _ _ _ _ p3� -I _ _ - - - - - - - - - _ • DESIGNED BY I C. SHIFFLETT I I I � I I I I I I I / / \� ` � / - - ---____-_ I - • CHECKED BY - I I • C. SHIFFLETT I I I I \ �j/\ - _ - - - I - _ • • SCALE I I 11 I 1� I \ \\ \\\ \ \\\ /// _--_ - - - - • 1"=10' I \\\ \ \ / // I • \ I w \ j I \ TW 1 \ \ \ \ \ \ I \ \ \ \ I \ TW BW \ \ \ \ - -�_ 39 I \ \ \ 435.72' Z \ \ \/ II \�a3z.ar \\ TW Q \433.61' \ \ \ \ \ \ \ I \ - I w J \ \ BW\\ I\431.74'\� �\ \\ �\ / I \` \ I / j LLY 14 k\ \ � / \ I / L.L � \ \ - w Q BW 1 \ 4 \ cod \ \ \ \ 1 I m 431.07' `\ k \ \ k k ` \ \ I \ \ co I \ I / / Lu Q / 432.89' (c \ \ � - II / LL BW O 434.30, k TW 431BW 436.38' J c.6L Q Ilk I4cR3ti \ \ \ \\ \\ \ II I //Lu I / TW / w / 433f49' RETAINING WALL Q 435.54' / / 11 / \ \ b3ssT I TAINING WALL / MAX IHE HEIGHT 3/ I 3.1' ' i O / TW a3s.vs' / I MAX HEIGHT = HEIGHT = 4.1' aao.ar / / BW 2a' 0 Tw /- RETAINING WALL / / 1 \ \ RETAININP/WALL / // TW // ITW aBW� /� O / MAX HEIGHT = 2.2' / \ / MAX HEIGHT = 0.1' 444.92' / 448.16' 44848' / 4a 1.051 TW 1 T TW BW I 41 /4/ BW BW TW g / // yp I J R / 441.82' L_ . /- 448.03'" 448.33' L451.37 439.59' TW BS TS TS / ' / / / 439 65' 4 / BW1-87 - 444 8 '-448.11' i , / 441.13' / 84' 445.11' / • O / / \ 438.as' / / 448.35' 451.35 / \ 439.24' / / BW BW �- / 438.61' 439.A7' / / / 439.6 TW r B �3 44.79' / I BW .448 3' 1vv �.90' I 441.20' / 445 09� I 448,03' I/ 451.30' \J , RETAINING WALL ' / - - MAX HEQ( T = 0_3' / ' I I - / / a a,9r BW__/14a s.16', ew TW / oe NO. TS / / / L / J / BW 445.24' I i 448.45' 451.4,3 i / 4 9.20/ /- /442.50' / 40919 \'./ / / / 440 I / /' (RETAINING WALL ' e / / / , / / RETAINING t MAX HEIGHT�3' sheer NO. - - - / / R2RETAAfNI / MAX HEIGHTT �3 438.14' /' / R MAX HEIGHTA 3' � ' I / � ' C4.12 c a i w c L ' I RETAINING WALL ,' / / � /Z / / ` 3 / -/ - - MAX HEIGfiT = 0.3' / , Tw Tw I / / / / / ` \ - - _.�� pLT N prrrr 444,92' BW 1448.16'/ BW TW / ` - - _ _ _ BW TW BW 445.24' I / 448.48' 451.4,3�' i / / ' / / ` \ - 454.11' 456.97' / /�s /442.50' / ' / ' ' ? �' jii 440 ' RETAINING WALL CLINT W. y� RETAINING WALL I • • RET NING WALL / r 1 MAX HEIGHT - 3' / , - ' FFE=457.7T • / A2 / MAX HEIGHT 3 MAX HEIGHT = 3' I _ - - - - - A / ' / FFE= :A'F Lic. N .54380 l4�t 10/ 2612020 `V;41 )2EfAINING WALL r y MAX HEIGHT = 2.9' BW RETAINING WALL' / / I /' / / �' ' / \ -' I 55.23' i' 0 0 / s MAX HEIGHT = 0/8' 439.71' / / / E / Bw/ / / I , / vE 39.12y BS / / 442/88' / ' ' ' / / ` ` _ _ , 439.21' / / / / A41. s /' / / , / 1 / ' v J S SAN AN 457 SAN o / / v v 3 w BW g / ' I / / / a a! V LL 441.15' TW / / 1 / / ' I 1 ` i ' / i ' w O BS , 442.92' / I / / , / I \ \ 456j57' / w s M \ / ' ' / / / / _ FFE=457.77' / F'�=457.77' a J U 00 Z BW BW BW / I/ / / / 457.29' / / / ; o ry C) / TS / , 441.15, Tw / TW 443.12j / /1 , I / / a m ry d 4o.47' / / 442.10' /TS 443.16 - - - - / / I / ' z LU Bs / RETAINEN HWAL1 aa6.oz' / // I / / / , as7ss' / 3 o a a w \ / 439.9T \ / / / 0 VI V1 V1 V1 1 = iu ry Z 2 2 2 2 ' / x V > OO W W W W <Lr, N / � U U Z / I '457.02' a TC TC ow 2222 45Z22' 457.56' ~ O O O O A / / / \ BS_ C �� 440.99' / I , / / ' / 454.65' 4 6.79' i � y d y TS I 0 0000 457.28' / TC O= (Wi1 IW/1 (Wi1 IW/1 A67.07' ' (7 ti ti ti ti /I 0 �� 457.25' o N \ / / A > o 1 co / 457.25' / ' > w o o _o N ¢ v O BS 1 I I I / / / / ,' z \ \ '� / \ r 442.3TS \1 \ '\ I I I r I / / / / / / ' / O DATE / / \ \ aazs2' \ AA5 I o ' .' /30/19 10 p DRAWN BY 77 J. FOX \\443.01' 1 B$ � E�ETAINING WALL / // i / / l 1 ` l / , / DESIGNED BY 4 3.12' / /MAX HEIGHT =/2.4' / \ / /' / • / TS BW , I I / \ / / • C. SHIFFLETT \ I 143.59' / /443.12' I / // II // / /// / yy CHECKED BY I 445.60' / A B� TW i i 1 / / / ' ' / / C. SHIFFLETT 443.0/7' BW / 445.64' I 1 I ,l l // ,l I // i /' / / • • SCALE / /h / 1 "=10' r A I 44346' , 443. / --r / / C ,' / / BW 5�q' T445.64 44"1 T n / / 443.85' / / 445.70' 445.62' ' , / // I �' ' / / / / • JJ RETAINING WALL / MAX HEIGHT = 2.2' / TS / / / / / 459.25' i 459.25' LU 444.8 445�8T AB l� / A .BS 444.75' / / / / // / TS GV/' 459.27' / / TW TW / / , / / / BS 46.14' 44s.7s' /! O // / ' / 4s6s4' BW / �D°/ / / /� 7 M 446.23' // v/ TS 4s.27' v a/ BS / \ / , Z / 445�5 BS / Z 447.50' , / / / / / / ,' / / / / TS .92' / / 459.25' asasz' `'I" I RETAINING WALE Ur MAX HEIGHT = p.8' , / / / / 448.h ' / ' ' / / / LL AA5 / / / / / / '/ 446T 449.85/ TS /// / / // / O < o /448.27 / TS 53.07' / ,/ / ' _^ / // , // A m Q 5 451.47' ' BS / / , u ! / / - - - - - - 0.58' 460 7 J -1 /L�L�/ w V 454 / 45 / / / / , / Q TS / 456!37' A / , / / / < I w � W 454.67 T5 T$ / 6B / / / / BW >\ O 450.59' / /\ / / / / i / / / I / / / / / / / W U Q 0.81' 460.70, w BW asz. / / / c) / / , � I I / l ! / / 4s7so' tD / / SPN O RETAINING/ / / / / O WALL AX HEIGHT/= BW 452.52' TW 452.52 O10 / • SCALE 1"=10' 106 No. 40919 0 10, 20, SHEET No. v KEY PLAN C4.13 I I � I I I I I I i i I I I � I I I I I _- I / SCALE 1 0 30' 60' II / - I� i 1_ y_ - - - -------- - ------------------------- - „ /----------- -- _ ---- - - - ----------------------------------- - / 110 02' OLD LYNCHBURG ROAD - -- ---- -- -- -- ---------- - - -- --- R/VV - STATE ROUTE 631 (VARYING R/W WIDTH) r - - - - - - OLD LYNCHBURG ROAD ---------- --------------- - ------------------ STATE ROUTE 631------------------------ (VARYING - - - - ---- - - \/ /\ R/W WIDTH) ----------------F __________________ --------------------------------------------------- - II 12' --------------- I------------------------------------- - - - - - - - - - - - - - - ° - - - - - - - - - - - - - - - - - - - - - - - OyT � R �- - - - -0 OHP- OHP T - - - OH OHP- - _ 0/1 OHP- HP HP - OHP- _ OHP- - � OH T� OHP- - - OHP- - $ - - MANAGED STEEP SLOPES 20' PUBLIC DRAINAGE (TYPICAL) EASEMENT, TYP. HICKORY STREET CL CURVE �1 A = 14002'30" R = 604.00 T = 74.39 R604' L = 148.03 C = 147.66 PC = 10+09.12 PI = 10+83.51 PT = 11+57.15 PARCEL 09000-00-00-001AO SOUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT DB, 3375 PG. 063 HORIZON ROAD CL CURVE A = 15°41'42" 4 R = 233.00 T = 32.11 L = 63.83 C = 63.63 PC = 15+15.79 PI = 15+47.90 PT = 15+79.61 SAN - HORIZON ROAD CL CURVE A = 21 °28'45" R = 267.00 T = 50.64 L = 100.09 C = 99.51 PC = 10+99.50 PI = 11+50.14 PT = 11+99.60 HORIZON ROAD CL CURVE 3 A = 17°56'09" R = 233.00 T = 36.77 L = 72.94 C = 72.64 ;PC = 12+08.96J_ fl'Al PI = 12+45.73 ----- o SAN- --- 23389'6' H---- ---t-- ----H - 12+50 ' 15+ H----H-------t------�--- 15+00 14+50 W S31019'26"W 13+50 13+00 SAN 233' s R233' 1 GRADINGr I _ EASEMENT 26„ I BEECH Ifr I I L I _ ---- \ T\ 1 L-A 1 \ \ I I I \ VGT • \ / \ r - -UGP - - -UGP - - - ._ -UGP -- \ \ .� lr \ UGT \� -UGp _ _ -UGP - - - _ 1-u - _ UGT UIPT UGT ` --_-_ --Z- UGr _'--------------- 2 20' PUBLIC DRAINAGE EASEMENT, TYP. -H-_- 99.50 R45' M w R45' '-Im Iu) I I �0 / 20' PUBLIC DRAINAGE �. EASEMENT, TYP. OH�� JHT" OHPI. q lil q q / q 'q C) 6' 1 13' PLANTING / STRIP ® %/ 100, j F BIKE LANE I I 20' PUBLIC DRAINAGE EASEMENT, TYP. 20' ACSA EASEMENT 1 L I 5'CONCRETE SIDEWALK GRADING i � ' - EASEMENT - jI _j CAS UGT- - - UGT- -� •j�`�pLTH �� CLINT W. � 2SFFLET -4 ' Lie. N 51380 p 10/26/2020 0045jO AL M E O � O N N N C >E W � aLLo3 LL - Q j U m W J -Lr; It v zH vA o x of K N oa �� 2 v N a 0M rn N ill M d � OJ J �H Z O K U U) w If O W W W W L Coco O O O C W W W a � a LOU O O O O ti ti ti ti > > > > W W W W o; o; o; o; H O � O N, Q O rn DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' (W V I� W a w J Z 2 a 0 Jw co w a LL O Q W 0 0 O W " 0 0 T� i D 0^ V ) IOB NO. 40919 SHEET NO. C5.00 0 _ 5 a d N C L 0 ° 0 0 0 0 ° 0 ' o ° ' o 0 ' 0 ° 0 ° 0 0 0 ' o O ° O 0 0 0 ' o ° 0 ' o ° ° 1 ° ° ° 1 ° ° 0 W� 1°°O �J 0 �e ' o ' *400 ° o 0 o /0 0 o i / / 0 0 �o 0° / co / �oPO ' o ' ° o / ° ° / 0 / ' o 0 0 ' 0 // ° ' 0 / 0 ' o / 0 ° ago / °/ it o / r �o ° 0 ° 0 o 0 0 o f a� ° 1 / °°° - / 20' PURI Ir. 4" SANITARY C,° IL LATERAL ' / / UFFEF / o/ HORIZON ROAD CL (TYP.) / OHP� — o / / CURVET o ° / / 0 = 20°31'58" 6 R= --Ol � ° 108.49 \ / y L=214.66 \ \ yf i o C=213.51 o / PC = 22+37.27 y 8 � , o PI = 23+45.76 \ \\ d ° PT = 24+51.9301 _ — — — OLD LYNCHBURG ROAD � �' STA110, TE ° RR WID ) (VARYING TH _ ° , — — — — 32.5' STORMWATER o FACILITY o — — — — — — EASEMENT o R25' ° 40'cp , HORIZ0INRROAD CL �wft!tNu N OF .yi R = 277.00 ?�.'� i ow • CLINT W. 2: T=151.75 �p ,• L=277.65 • , /2s FFLET >• \PC 266.+20.93 �e,� Lic. N seaee lv�c \ PI = 18+72.67 0/ 26/ 2020 �V • i 20' PUBLIC DRAINAGE PT = 19+98.57 ,�ti�s�UP1A1 ��G��, EASEMENT, TYP. ` s � 10 iAIL t"� _ - SAN a SAN----+-_� 18+00 6' 18+50 7 7+50� - M E 0 36' �9r00 W R277' > all 1 w0 m,2 W GRADING w - � 0 ° \ EASEMENT a N N ni a 20' PUBLIC DRAINAGE p m x N EASEMENT, TYP. \ it a LL w EAS 11 V) U) I U) �� X / �� l ccn .�. / ? ° W4 W o000 / \X�vM uuvu 20' ACSA \ II 00 w 2 2 2 2 /LO EASEME, \ 060��1C, N� � dada a ol OO�N �\ \ y / / > NNpO � NN�C a v o Jz yiS / �/' _• ' � / \cell � O I I n _ \ , I \ \ \ O DATE a� / O J ' • DESIGNED BY C. SHIFFLETT xt00 \ \ I ^ \ C 2B< • CHECKED BY / I \ \ \ I I // i \ • C. SHIFFLETT \ \ ll \ \ � � \ � � W.OAK \ UCT • SCALE \ 15' PRIVATE SANITARY / I I \ • AND WATER LATERAL ✓ \ J J 5 EASEMENT (TYP.) E DRAINAGE I �\ \ I /� SYCAMORE • EASEMENT \ BUG? / I I 18" III I I -GRADING _j ° / I=,us.a4 a 6' 'r I EASEMENT i STREAM BUFFERo ° / L = 202.65 / 6 / 28' S I / L / R4 1' � 20' PUBLIC DRAINAGE CARDINAL HILL LANE CL , . � � ® � � � � �, � W PC = 24+51.93 EASEMENT, TYP. \ :: 'CURVE I 18' .. r ~ / / \ Nil. 1 PI=25+55.46 ," x�0 N / ti \ 9 L I { //\/ �� }/ / 1 1 0 j PT = 26+54.58 0GHT::A-' 21 °34'40" / 5' R = 218.00 / I I / / \ o / DISTANCE ^ o ° ° /� / / EASEMENT \ g' 1 T = 41.54 / � � � � I � Q / � % / `/\� � 1 1 L.L J z PLANTING �o Rom": L = 82.10 _ �/ / L - - - \ 1 O Q cli Q STRIP I fZ25 C = 81.62 R20' I _ PC = 10+54.99 / R5' Lu a PI=10+96.54R5' �f��l �� p-i i ✓ %% / 20' ACSA a��ACSA , _ +3799LL PT 11Lu EASEMENT f y f , EASEMENT R218' I / // �/ /i 1 O 8 I $ _ A �� s O 6' PLANTING a a %0 5 . °: � 10' PRIVATE / � L O STRIP a x / DRAINAGE '"' \ cc —UGP — — UGP� CONCRETE y ° a �� EASEMENT y+ 18 0' 18' W— �_ _ _ _ _ — — _ — — _ — — L U ' 3 / — — z�10. �— W-----W-----W--- �/ y �. HORIZON ROAD CL SIDEWALK WH RTON DRIVE _ c CURVE 8— ° A = 22025'28" y / / 107.66' pp N o R= 399.00 i T = 79.09 10' PRIVATE C = 155 156.16 R399' / o DRAINAGE i 0 i' EASEMENT - \ PC 26 54.58 I i \ x PT = 28+10.73 / / PI o \ .5, 0 o co R25' \ / , ) r 5' I 50' 20' PRIVATE 1 I / . ACCESS I 49.88' L 1 n\ kkk`k I`S`EMR I EASEMENT D R25' ;0`PCSPI i I SAN dbd dJ O(v n i 6' PLANTING 40' �10.45' g RRETE a I - o DI 5 b I I 5' CONTC w i — 5 SIDEWALK r 63JOB No. l 28' SCALE 1"=30' 2 ya' a r I I 40919 0 30' 60' SHEET No. ti KEY PLAN C5.01 L 6, . �a0 19 i 0 SCALE 1 "=30' / STR A 0 30' 60' KEY PLAN � / \ ° i• 0 « / 0000 / ' k k k« « k k �, � �� k««✓kk`k «y�� , • k / \HORIZO C O °� / / ii k ♦ 4 k/ k k/« 0 0 / �. k k i� Now 0 00 k 0 R= 399. \ 00� �% / C=155. 0 0 ° � / / PC=26 1 0 ° PI = 27+ o Our 0 o00, ' '' J STORMWATER FACILITY PT�28 �yfi�t ACCESS & 20' PUBLIC \ 0 ° DRAINAGE EASEMENT 0 o ° STORMWATER I� 0 0 ° �FFE� FACILITY EASEMENT 0°°° Py o ° o I 000 000 I I / s EASEMENT I SEWER L L 0 61 PARCEL 09000-00-00-OOI EO I SOUTHWOOD CHARLOTTESVILLE LLC u NEIGHBORHOOD MODEL DISTRICT DB. 4773 PG. 328 j Vo 0 000 0° ° LTN 0 0�� 00 40 /`oo \ f. A U N R25' sA N I f �► /, PRESERVED o o HORIZON RROAD CL 20 -� I / / STEEP SLOPES 0 o CLINT W. 2. j ✓ p / .. I / L.S FFLET >• (TYPICAL) o° A 28'57'16" 7 v j p • \ 'o� \ 10' PRIVATE 14'r • !��/ 0 ° R = 401.00 �25x xr , DRAINAGE 1.8' Z'O Lic. N S4380 ,!�4G 0 0 \ T = 103.54 \ a .� 5•e 28 6' r � I EASEMENT I .; / / 1 �v..�,,2020 ��V; EAM BUFF1 ° / \ L = 202.65 ✓ a 6 / '\ I L %Cf G C = 200.50 R401' 20' PUBLIC DRAINAGE \ CARDINAL HILL INE CL i:; ' :::.::. I / tigNoo�nu ;`:%. \ PC=24+51.93 xp N CURVE I ® ###sq� �5 EASEMENT, TYP. t8' PI = 25+55.46 y5 / 1, g PT = 26+54.58 /GHT ` 4 = 21 °344'40" \ \ DISTANCE 5' R = 218.00 / M EASEMENT \ 6' of R s T = 41.54 \ r °u \� \\ PLANTING o i L = 82.10 - /s STRIP C = 81.62 R > Xo0 / R25 PC = 10+54.99 / v E \ \ _ R5' _ . PI = 10+96.54 R5' � � .3 T - 11+37.09 v v 3 20' ACSA v \� " ACSA , I ¢ LL 5 3 EASEMENT qd / EASEMENT R218' \\ d / 8' wW o� \ Q� UOMo Z 6' PLANTING d d p J \ 10' PRIVATE / I S a> o N STRIP a d 0x DRAINAGE Cn�11 18 0' 18 z CONCRETE d d d ��' EASEMENT z�T � p x N SIDEWALK d / - - 10 a 0 to to to NROADCL dd / voi=URVE vN z 2222 00 8•• 9 \ / I 107.66' Y rn N .i ' i \ ITj UUUU 16 \ \/ Lu 10' PRIVATE o w 2 2 2 2 R399' / I I I DRAINAGE H- » +54 58 EASEMENT O O O O 33.67 w ; > v; wwww +10.73 \ / dada 5' RI I c= O 22I D 255• I 50' O> Oj O> Oj � O Lu Lu Lu Lu f I 20' PRIVATE ACCESS ' 49.88' F OxOp \ �« kkk I EASEMENT i I o N N O O 2 R25' \� �0"AC84 I 40' SAN F 5' x ¢ o EASEMfs I10.45' I I U PLANTING i''. 40• a v o gR z / 5 \ ` I f I I 5' CONTCRETE DATE } 6 w SIDEWALK > I s - M o s 10130119 28' / \ 5 2 D o l ti .. O / •..: \ e,.._ Z<`'� •� .>,, 't } DRAWN BY ,cn- - ` J. FOX + I DESIGNED BY M 10 PRIVATE STORMWATER \yxoo 6. 5 6' DRAINAGE I • C. SHIFFLETT EASEMENT FACILITY• EASEM ENT � U PLAN I ING \ CHECKED BY c> e`\ \ 20' PUBLIC , „1 • STRIP (TYP.) u a\ v I DRAINAGE I SAN • C. SHIFFLETT EASEMENT D I 5 ` � I I F � • • SCALE 20' ACSA / 5\ / 1 "=30' EASEMENT �� / I c) x 1I I s � 1� 25' \ I ' I ?, 18' W \ d �~.. /- R25' 2 : R 15' I 5•, 10 : G CARDINAL HILL LANE CL, , 11 (TYP / 2 + CURVE {g •: / I 10 0 = 24050'33" \ R = 200.00 R 15' 44.05 L = 86.720' PiJBLIC DRAINAGE +� = 86.04 5 SEMENT, TYP.: C 20' ACSA PC = 14+43.43� R5' 20' ACSA EASEMENT / / f b I E PI = 14+87.48 8' EASEMENT Z (2) PARALLEL PARKING 6.21' /\\ • _ PT = 15+30.15 81 0 W SPACES FOR LOTS 25-32 \ WARDELL CREST CL Y �0X ACSA CURVE 11 5 `00 EA EMENT 0 = 83°56'29" 28' _ 5 65.16°' J z \ \ R = 200.00 - / a \ T = 179.90 01 Q Q / Y L= 293.01 :- R20�, 25' / O L J \ C = 267.50 E I S82°44'43"E ° R2 ` �6 w a \ m PC = 12+71.78IT 27.14' / GRADING Q 0 5 I = 14+51.68 R30' a �' 1�°E28' EASEMENT ui \ 0 6' PT=15+64.79 R46' SP 200' N�°1y 6 - A ,O LL 6xpp6 ° / }} O \ \Lu of �- \ /x00 i R2' /sR15 O R25' 25' MIN. 5' Lu . LL J \ -�4 50 1 +00 " R184' I \ 5' \/\ 6' PLANTING ` 4" SANITARY ON STRIP \ LATERAL '' O IN�NOPjI I 40' R200' (TYP.) EPK (SIP,TE1/ \ PRESERVED \ STEEP SLOPES \, \ ' - (TYPICAL) ` \ / JOB NO. *44ftft \ �_ 40919 ` *Alft ` \� SHEET NO. - C5.02 a i TH I —I— — d 0 4O' 8O' k / / / // // // / /////I// // / / / I__/ l // / / / — ice'— / �„ /�� —•Li— l-1 / -�—// /' / 1 / _�-�� __�_� _ ��_____ �� _ 1— __ ___------L-------------------- — — / — _ — _ — 1 — _ _ _ _ — _ —_ _ �_ _ vv -/ _ _ _ / / l li\1 1 -----------------------C- i9 _____ / _ \ _ Z�� _ _ — \ 3 — — _ ------------ v _ _ _ \� o � ®! � \ ------------- __----_____--'- \------- \—/- - /' / / / / / / I II 1-------L------�---- �1----t----L- +----- \ I\ X � � \ � -cs----__- — 11— — T ' / I / I I 1 1--�-------- \ 1 1 1 II - / _ -- ------------- ' %� �- -\--- ---- -- - - \ I I 1 \ 1 \ OLD L CHg_�/RG ROAD \ r- Z \ i ® �---- \\ \ \ I y f 1 \ I 1 \ 1 \ \-----------------_ ` �- __ \ -"-- STATEROUTE699 \ \ �------ \ 1----------r -- I----1 ---- ---- - -------1-----1------ \ \I I\ 1\ 1 \ y 50 \ \ \\ \ \ \ \ \ \ \ \ ` - _ - - + 1 +00 + \ \ \ \ \ SIGHT DISTANCE LEFT 50 i 20 50---_- i _ q1+00� ` 11+54- \ 12}00 \ Q - \ �`_ \ - \ �\ GHTDISTANCEORIGHT-615' 1$i50 \ \19+00 19 50a - is--tt�- _ - - - - _ - �- -�- -�i�= _ -� -�c!- \ \ - \ ` - --- ------ - -- L art- ��- - 1 ` \ - ` \ I \- 14 50 / - 15 50 -�65 Syr, + 0 -� \ \ \ \--�---<--- � — - - �F� yam- �� - \ aim _ e� i +�!M�-� \ \ 1 \� \ 1 \ \ \ ) _ —/ — / \,- _ _ J —-------_ J I / — _ _ _ I r c9 \ 1 y�e �— -\481 — J / _ , _ — �6� /� — /' l/I \ '_ _ / \ Jr _ _ — — _ _ _ _ \ _ _ — — — _ c9 — — — — — l� ,' I — — /3T-� , ' i — �482 / _ 48c�fJ RB — / / \ / — q,,pl =CHPf_ / / / 4g3 / III -- $1 _/� / // / // /-- �` i___ OHi / / / 4 - fyB O/ - - - / / / / / J / _-__ / / /' Z. _ _ _ Ow l� _ I o HP� loll/ / / / D/r 1 / OHP� QHrf 500,/ 510 510 HEIGHT OF OBJECT = 3.5-\ 505 505 500 - 5001 495 - SD / -o5' 495 EIGHT OF EYE=3.5' / / 490 I J / /7 EXISTING GRADE 4901 485 i / 4851 / i PROPOSE GRADE 480 / 4801 ypd / J / 475 raj- / J 475 / 470 EIGHT OF OBJECT = 3.5' / / 470 / 465 / 465 460 / 460 455 455 450 450 0 50 PROFILE SCALE CLINT W. S FFLET Lic. N'04.54326 10/26/2020 M E 0 a u N � N C > E w v E Q LL o 3 p LL w o m d J U 00 J - uj M C7W NV t` Ul M Z F L 'x p Q v ti U U N N = > F o Y � N 00 � M a� F M O x 0 F p w w 2 U Q z 0 In 0 0 r am O ac E H AL N N rN L Q ��O p � � ti DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN LU ( V J .J HI LU Q ^ w L1 LL O� Q Jw m LU a LL O LU r 0 O LU " JOB NO. U) w J O ry, LL U Q C� Ji 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 19 r00 20+00 21+00 22+00 40919 SHEET NO. C5.03 50 / \ I i1 11� Y \ \490 \\ HICKpRYSTREET,' p9� 1- - `\ 1 I \\ \\ \ � \V� � \��\�•\ `�, \1, u ly I I ` \ v ,\ \\ \ I , I —�-�7 Imo\ 5��11��i��o, \ 1 I \\ \\ \\\ \ \ y 1 1 I I III 1 I II a NII ` J i�` \ \ \ \ \ 1 �O i IIII \ \ NGP�� i 1 IIIIII I 11 II I III III I\ p `�� \\ \\ \\ \\ I�/� \\\ \ ` \ \ P\ I \ \II I \ it I ,`1 11 III III III JI- �GPI I I III II I II II \\ z III k ` \ \\ ��// // r / / �� Ole J I I I III 1 II \ � \ of 1, \\ \ I\ ��•O�/ / / r / ,U�/r�,�/' y- 1 / � I;I;10�6. / 1 Y \r4 \ (Y I / \\\ \\ \\\\\\OD - - \ \ \ \ m � / M \ 1 vvvyv vv vvI `co \ io ,OD _ \ / \ mAm � O -- -- fl I- I 1 \ \\IIII`. \ \`\ \ ` ✓ '/''l 1 .\��. \ \ \ \ \ \\ \ `\�-' I // i/ r ' �� Fin �r15b \ \\SPN \ i I SIG►\,T D�SfiANC� 1 +50 �" + E Dq <a � � - - - - - - - - - - - - - \ \\ \\ \\ \\ \ \ UG1`4',— O�/` \ IL CO I \ I I I 11 I I \ \ T� \ '(V \ \ \ f 1\ I\ II II 11 II II II 11 1 I I I � \ \ I I 1 \\ \\ �JG UGT/ \ / r/ \ `mod) v 49 `------ _ _ /\ 11 11I 11 I II P II `I I `\ -UGT__ J- - �✓ O � r 1 11 I 1 `I �� UGT I i \ G, I, SCALE 1 "=30' \ I en Mil 505 505 EIGHT OF OBJECT = 3.5' 500 500 EIGHT OF EYE = 3.5' 495 495 --- SDL-20' - - - ✓ � 490 ROPOSED ` 490 BADE \ \ \ `SO HEIGHT OF \ ,'28 0BJECT=3.5' 485 485 480 480 EXISTING \ \ GRADE \ 475 \ 475 \ \ 470 470 465 465 PROFILE SCALE f66040400 wi�tpLTH ()F0'1 CLINT W. S FILET • �, : •e� Lic. N $4380 0/26/2020 , 1 t[ anh-s1-ONAL M E 0 � o N � N C > E w v E w CU 3 Q U. o 3 p LL �� UOMo w rn C7W NV W M Z ~ = X o Q v ti = N = U � F Q o� Y00 N � M M 0 2 0 F 0 w LU U Q Z U) K 0 0 Z O a Ex U In LU o'AVIIVI o wwww W 0 0 0 0 O O O UO wwww dada ti ti ti ti »» wwww DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V J 1--I I U) z J LU LL i LI. w C1 J A cl� I..L LU O L J U LU W LL > O �— O LU v , O O 2 O U) 5 ai z 9+50 10+00 11+00 12+00 13+00 14+00 15+00 _E HORIZON ROAD TO HICKORY STREET SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 16+00 JOB NO. 40919 SHEET NO. C5.04 / >Y\_/I1:/\hM/\�\\ � �/o \�/\1�\ i \ 04\.\ °2, \r\0/ 1 5/\I- /a/ / - �1 I1'o \� \, \4/ o\ - 3/i�\�i 5\ \\/\ �'\ �\� / / \_�\\1\° 1\ / i\\°\�_\\4/\ �e4\ \ , l\>7/�\ d(�\\'�1/\�\./.p� .�.\\.:\;\/ .-,_;_\..:�/_•'.:�\:.\-.'' r_�:� \,, . / '.. �\' •\ _1 :'\/\.\(—'/ �F �/\ -�4/,:3\ ..-,8_:,3c',' \.w/ ;\9�--.l.'/�h.4-.'(. / 3-\'\\.•�0- '—ti— —--\'.�E\— .�\ /_a'I°.2�,--,N,8A' - R-A_�_ 0.-\� 6:n , \\ 4� _ \_3/\�— — 0�4---•—`\�_b—._—\r;\ _.'\• i- —o\\�'--o••�.00 \ -0 -0 - �\={° - \\-' 7-"V.,c\p.o-�.� 'l, -y-�— `"'•\'^/:'id;:1\ • J.'.�`.;.•:.•\:p\.\ �e,`/p,... , \ _ \i`� \:\\\,\4:/ \:4•;A \ ..\5,d\M �..\ � .�\\ ..�.d\\�,•'':-\;\•,/.\ �\\\\�\ \� rn 1\/•�\\ \' \ /' ti•\ .\(,\\.\I•'\.mo\\ .:IdIIG\•\:,\','/,'.I \ •\I0I ,\ / .Y' ^ I�r,I I �\/_l �1\\\ Il\'I\I%1/ v N4II 0�/-/�5/�lr� l —• 1I/ /4sll/7// 'I 'I'I�/.•\— oO-\I_.// _�P - -_'\/— '_—\�\— ' `— /__ �-��\-/\\�— ''� / - \\ �-\�- —`\ _\'-- _\\/ _� `—i/—\-\ \Q/ � —� �\ \--�\ /o� - —�`/\� \-�--� \ \-_�_\ \ `- �_\ 4��_�\-_°_i-�� -- �� \_ 0 -_\—�� \ `-\�4\ `_ \ `_-1\\\4 � \- —`--\4\ _�-1\-\--5�\ � —.� �� \\� ��,—�4� �� 1, �6 \ \\ \ \ �� \��\`•,a` —4-0h3.'R. _�-A.4� i'6d ?�AS` �J0'Ar — . ..\— \��iU-c--�—/ —/-44� f1\�6\-/ 4_ i_% ' � -/ 1\/.G7\ / '_�\4-- .• , `1\a / —It8�• yD/`= •``�`/_�•q.4•r\ _I13• /1/•\• 49 �77�•3%s/•I / �2I`_'�`p/ • 2,\`0 ./>/ /,/ —/--— 4�'_/•/— '._ / �- -d-/-------O`=jFfO✓ GO / oMli SGAL&1�40" \1 /0 40/ 80o _•— / _4•4 3_ —5_- _\- - -\/ -—`- /->N '1 c-o-! \- ---- /N'— _ (' �430 41415414 �T (- - - - - -- O�---ao- 435 o 44/ 717 25 -- ——— /Vi+ X/bb l 445 / / 430 1 M'M N- 43 _ SCALE 1"=40' 440 0— 0' 80, 3a 44. °- \ / \ \ \ \ \ \ \ ' ':L •:'fi'•ti•a \ C�pQ`L`b• \ 6� ,i - /439144 940 . I / ' "+'•�"'' / .�. —� .i � . ., . •,: / .. 1 I I 1 v/ \� // // GGi/ //, i //ii/i 'i %�'� �_— � \ O I 9/ A40 44� / / \ \ \ \, 4R..ri 4/;, I 4Rn 4Rn 460 460 OBJECT HEIGHT OF = 3.5' 455 455 450 EIGHT OF OBJECT = 3-5' HEIGHT OF EYE = 3.5' OR / / 450 / 445 — — — — PROPOSED / 445 \ GRADE / 440 \ / 440 / \ 435 XI1) GRADE — / 435 430 430 425 425 � 0 PROFILE SCAL I 420 420 455 455 450 450 HEIGHT OF EIGHT OF OBJECT OBJECT = 3.5' 445 445 SDL-3 ' TO EN OF NEW HORIZ N DRIVE i / 440 EIGHT OF 2g0 SD 440 EYE=3.5' / _ PROPOS D GRADE 435 435 EXISTI G / GRAD 430 430 / / 425 425 / 420 420 50 _ ROFILE SCALE 415 415 TH CLINT W. S FFLET Lic. N'04. s4aee 10/26/2020 , mi M 0 x M F 0 w LU 2 U Q z 0 U) K D 0 Z 0 a v In LU 0 ti ti W W W W '--' w 0 0 0 0 r1f U U U U O O O 000 W W W W d d d d ti ti ti ti > > > W W W W F N N Q IRO 0 � � ti DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN LIJ r V J J H—I I z J LU > O C w L1 J A � LL O L U J Lco U WJ a Q > O O LU C O O 2 O V) JOB NO. 40919 SHEET NO. C5.05 6 9 i 3 V c 9+50 10+00 11+00 12+00 13+00 14+00 15+00 CARDINAL HILL LANE TOHORIZON ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 16+00 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST TO HORIZON ROAD SIGHT DISTANCE PROFILE C) HORIZ SCALE: 1"=50' VERT SCALE: V=5 LM / Q o / / I.1\ 1 1 \ 1 \ \ e / :::Y::' ..•': }.� ' \ \ I I I / . 'I` I ::cOa.r c0 / / / / / / / / / / / / / / I I II / / / / i' — _ _— \ \ \\ \ \ \ \ \ \p// ll l I I 1 1 1 1 . //\\ \ \ 439\�:i?i„: \ / / II \•'.cF / / //// / / / "i /i //��i/ / / _ \ \� \ \\ \\\\ \ \ 'o -8 SIZALE 1 "=40' - 48 455 \ . 1 \ � /••- \ / L.EF ROE � ;� .'�. Q` \ \ _ Q � !-- - ----- - - - - -- 1 �1//PI G/+•'�• Qt�n _ Q`3j / /��C`�i� �_ ^�� . / ts`O' i . Ole ... \ \ `� !a— / / i j � � / .�'/ — — �— — — — — —�� ARflr=11 e�oeo \ k`G.ti_ \ \. As�� ,S � \ \ \ \� .\ \\ I a // / \ \\ \\\\ \\ �\ o�G —_i'i '/ /�-/ `'� / 10 0 Jrvnr ur�rrai� � •••• ',• l 1 I l l l / // l / ' / / / // / / / /•'/ ',d''...._:.,.. \ba'b��-bb\ \ '�' �--' �/'/ / G /' �/'' / � ///I I \ I' b �'�'' �/ / / I ^i ', • / / / / / / / / / / / / � � _ \ \\' a a r\ , q50 � � VG lI I �I ...� • � I / l l / / / / l � l / /' / / / l / / � l i �0� — \ T� \ \ \ \ r .\ J � ' — ' �/ /' I / {'(`, / v v°'i� ' er v> /' � / q48 I � // / / / // // / / // / I I I I I I I I 4,p0 \\ 445 \ � \ _ . � ' 0 // )/�'� h � J '••A... �/ / / / ;,i � ��/ / O � / /' /' / / / // 447 / � O �• I/ ' l l / / / / / / / / / / � I I I 1 1 I 1 ' I 44p \ \ \ � qq0 / � ' / / � S _ - / :• / .:.i::'.:� / � / S/ / r / / / l � / 4367 I I I 1 1 1 1 1 - \ \ \ \ \ / / / / /" I / / r'...,, •e./ �5.. / / \ / / / 446. / I / / / / / / / / /' / / / / / / I I I I \ I 1 1 I 1 I I \ \ \ \ - - - ' ' ' ' '' / / 7� / r-•L 1 /•:'•460 : •.•r.,i••;,� r cP_ i / / \�``. / / / X ! / / / / / / / � I I I \ \ \ \ \ 1 I 1 111 4 \\ _ - --' -' i �'� �'� / I��l � -' �' � / ":'/ / U rb`?.Ohhh�,.. � :./ / / ✓r.// / � \\\ 00 Q 45 8 / / / / hOj / •t:. . r p bh yti ^:. • / / / / AA5 ° �:: / / �. � � / h • .' / � y b AA: 44 !SCALE$,.=40' I I \ \ 1 / \\ \\ \ \\\\\\\ \\ \\\\\\ / - \ - -_- -___ �-_ _---_// % — 5 / / 447 4' 180' / ! I I \. — � �_ _ _ I / �_ — — — — ' ' i _ _ — — — — — J � l l / // ) / / �`, .. i :•_ / ./ I I I \ \ \ 4RS 4RS HEIGHT OF OBJECT - 3.5' 460 460 455 / / / / 455 2a0 / `� 450 PROPOSED 450 /GRAUE / HEIGHT OF EYE = 3.5' / / � 445 445 HEIGHT OF OBJECT = 3.5' \\,�ERS�C�ON \vk 440 CAA 440 � OR\Z SOS 435 / \ 435 EXISTING / GRADE \ / 430 � 430 / T I / 425 / 425 420 420 0 50 PROFILE SCALE 4RD C0T 475 475 EIGHT OF 470 OBJECT = 3.5' 470 HEIGHT OF 465 EYE = 3.5 T 191>1 OF�OOF\<<C 465 460 460 \ PROPOSED GRADE 455 455 EXISTING GRADE 450 450 445 445 440 440 435 435 0 50 PROFILE SCALE TH CLINT W. S FFLET Lic. N'04 10/26/2020 , M E O U N � N C > E v E w U di Q LL o 3 p LL w 0 `mom -I -I d W L M � z W—m w ari O rn o a wiiN� 30�Q w pQ O v Ln i c ry V> 1O z O W h W W h W ~ 0 rn wM Lu 0000 F- O O O O a a a a M O O O O O = W ti W ti W ti W ti 0 wwww O O O N F p w N N O F ��\� a z O DATE U) 10130119 O DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIM ETT SCALE AS SHOWN Lu ( V J J HI I w z Lu > O C w L1 J A � LL O co U J w Z WJ a Q > O O Lu C O O 2 O V) JOB NO. 40919 SHEET NO. C5.06 c 9 d .2 3 V c 9+50 10+00 11+00 12+00 13+00 14+00 15+00 FUTURE ROAD TO WARDELL CREST SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 16+00 9+50 10+00 11+00 12+00 ARDINAL HILL LANE TO WARDELL CREST SIGHT DISTANCE PROFIL HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 —TUGT� 1 \ I \ \ \\ \ \ \ \ I / / \ — — \ \ \ \ 0\ / \ \ \ I / �� \ \\ \ 1 — - — - - - - - - - _- - r � 1 I �" CLINT W. V54.1 4r] \ \ \ \ \ �\ \ \ \ \ \\\ ` \ � - 38 � 11 / •. \ \ I �. // i � ��_ --' / ' ``\ �\ � � \�� \\\\ �\ • \ \ \ \ 0/ 26/ 2020 V; 00 \ GPI cm ^ \ \ \ \ SCALE I"=40' of o SCALE 1"=40' r 1 \ 1 0 40' \ \ Y \ 461 0 0 80 s.. ' 'Di r 4601G I I \ \ ` \\ i / I I 1 R'�9 \ \ \ \ \ \ i � i% i �i � � � \ ` \ \ \ � w 0 r\ O IT444 IULU459�/ / I I4S-444 zF,_,X C�J U) I 1 Au.. I \ \ \ \ \ \ \ /R :°' d .. '\':.\:• I, 'I, 'I IGF; \ \ ,.455---- ---- 455 \ \ \ \ \ \\ \ .U) Owwww 456 45 4S°S9 .4�� Rx 457 s� - CARDINAL HILL LANE �j �S QS CO\� 2 - - / - - - - - - - - \ ` ` ` ° N > / I _LU \ \ CARDI AL HILL N hool, A'v / , 448 O O O O "s IGHT DIS fgNC s 45- 5 I I. ;�: 1 RS7 I I I 6 I I I - - 'EST \ /R�ry N O O O O .. ,. .:,:-:. •., a`'--: `, I \ I I�' --- - LLC-\`� \ \\ :n\ \ \�\1 11 1 wwww .: • : • :. , : . •; , , ; •' 44g7 • I , L.•'(` � \ I I ARD� I o \ \ o I T_ �\ \\,\ '41 � \ �4• $5456 \ '454655 _ ' / 4 SI I / \ \\ \\ _ � ca0 �scSQ` \ cP \ \ \ / / /I I I � I I 'Z R�i •.:,,. rj'1• {. I p 4 �x 43 Y -28 o 42 a RR9 ~ p o ,401 I I I I // \ \\ \ ` _ 452.. /AS3/ \, \ \ I hA$ ':i'.'I' '.'I' ,'; I I 447 o y / w w O O N N �9 � \. \ \ __ 51..E \ � _ _ %:::. l`" I .. �, I I � I I / :+ corn r � / / ' ` 1 O �r�j0 � � 1 \/ • ��I I I / Q \ O I l T I 1 470 DATE 10130119 DRAWN BY is `� _ ��'�`\�1��.—�i� �m♦��- m•r • r�rwma. mm f. � i .�1. FOX '/ _ �,�`�,►— �, �'�, lid �% �� , �\�DESIGNED BY �� =� I •. �''�� '�� /w it i�'l'/,��i' ,� \.C. SHIFFLETT �a,� Gov' � �� (►�' �i�, ;ja�� i. _ ; c-1 �, ` �;C. SHIFFLETT /�� "'� �;,:• �.'w` � tun � '� �� +._;aI \ ,v r-I (LU 470 465 465 470 470 am V i i I HEIGHT OF 465 OBJECT = 3.5' 465 IGHT OF Z-SDR E = 3.5' - 123'— 460 460 EIGHT OF i OBJECT =3.5' / / 455 PROPOSED 455 2 GRADE / / 450 — — 450 445 445 / EXISTING GRADE 440 1 440 10+00 11+00 12+00 13+00 14+00 15+00 TOWNHOUSE PARKING TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE EIGHT OF OBJECT = 3.5' 460 460 \ \ 455 455 \SD\ HEIGHT OF EYE=3.5' HEIGHT OF OBJECT=3.5' 450 450 / / \ 445 1\ i 445 EXISTING\ GRADE \ PROPOSED 440 GRADE 440 435 1 1 435 EIGHT OF OBJECT = 3.5' EIGHT OF SpC 465 ' 1 EYE = 3.5' 465 460 460 PROPOSED GRADE \ \80' HEIGHT OF \\\ \ OBJECT = 3.5' 455 \ 455 \ 450 450 \ EXISTING GRADE \ 445 445 440 440 J J HI w z W LL w ^ L1 J A � LL O L U Jw °' Lu z a Q / OLL L0 O LU C O O T 9+50 10+00 11+00 12+00 13+00 14+00 14+5 9+50 10+00 11+00 12+00 13+00 13+50 PRIVATE ALLEY TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE CONDO PARKING TO WARDELL CREST SIGHT DISTANCE PROFILE O HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 5 5 V / JOB NO. PEN 40919 0 0 0 501 0 50 sHEET NO. PROFILE SCALE PROFILE SCALE C5.07 c 9 a 2 c L �1 0\\\\ 111\\\\\\11\\\`\\\11 \ o lo� 1/\ lI �`le ` \ \ \ • \ 152 \ 1/\\.1\ �/\I/\ -�\\�'v\ \1I\'\�.\\I\\I\ � //'\ .\ \ l \I11\I\ \ I 1'\/_\\1II n\\ \ I T\I\I\- Il_ l° \\Ii II \n\`\ \°%I I 1i\ •P/\ I \\�/ I °(l\° yg� b I\\d/ 0/ ;I \� o \ \ \obr `\-\ I_I \� <\ \ \\I\ -I\I/\\/ \\ ='/\\ \ _O \ \\,//\ \ \`\' _'\\ \-`P \\-�\ \0//\ // �\\\\\ \\/\ \// \\ \ \/\ \\ \\1r\ i1 �/\ ` \ ,\\/5/\\ce\ \ \\ \\\\0\\//\�\01 \ \ \\�\ \'11\\�/ \\/�\\ \ \/ \1\ \\o \ ' \\\" \ \ \\\ \/ \\\\ \ \/\\ `\\ \\-�\ \`r\ 9\\\\ \ \ / /\I\\\ ' �,_\\ /\\\\\� \`� \ I\/\- \ \\\\ �_ \ \ \- T\\'\ \ \ -I \ \ /\\-y/\ \\\ \ \' \\0 \'\\\-\/-- \\ \\ \ mo\\ o/\I\0\ \\\ f\ \ \ \ \`\\ \\I\\0 -\ -' -\ \o\// \\ \\\ \\0 \\\ -\ \1' /.\/ " I \\ /\0\ /\\/ \` \ \' \\p\/ \\I\ \0\\//\\ \�\9_\ \ /0'\\\ \_-\�\ /9=(`\\\.\\ 0 //\\ \i9'\\\_\ \` \\ \�\ /i\ . � =v \\_'\\i\_'�/� \\ \ \\ /\j'\ _\ ' �\\-\'%\ \ / '\\_/\\\"_ _ / \\'/?\\- \ -/\_ � \\\_.-:-�.' �• '/ /_�_/\ �\`i�r-\`_/ \-_ \�� /r.r / \/_ /. _-/, \/\�\ \ ' _.\ r.\ \-/ C\\_\_'_i \/� \' \�_ \ \ ` _ \ -_ \-\` \_ / \\\\- \\�\�� - - \ ` -\/ � _s_'\�j\ -- \`/'/\u,\'/ _- / \ , _ '-_,\', � -/\/`/' _'/--\--/` = ' '' // /- � __/`_' --//'\/- /°r -- ' '-- -/`- ---- - ,/ - --_- '- -'-/ i_//.//'___ma1i_/0., ,,0 _-/i-/,/ D'2-'�/ _s .iE,-/I S / /, /'', ///-%///' _ / // ",r //////:'j ;,"/i//, , i'////// i//// ///_'/ ////// /, /i // '_/'//„ _/' /// '/// -/ / 'C/�/_/ ,/-1, i�, �// ///,-/_'//Ar-.'// / ,• // // _ r/i- /' '-/ /r//.///'/// / //�',/////i///,// / //, ',///i // //// /////' /''//%,/ ' 1/ j ',//j//'//r/, // 0/ /;/ • ,//,//``/ / /,, i/ ,// r///�/,/oR/////_/' /.///�//./ /p/ -�/,,, ,/�/ ' J/ 9 -,////S//,�-/„c'-//'i.i, -� 4 '''t / /i/�(,Yr,//O/' �A/,// /////:R////,444 // //_ Y//////////,/ I / '/ NN/// „i/G //b�Nr///// �i-,R/t/"////l � ,P//r/// W,/ / ///I ' / j/ ///, /�/ Ir . / /,/ rJ�/// /; /'', /I //I////2j_/�A'I/'IIlIII'1 �II I IIlII�I1I/II I/I Ii / -/-//�/!1�1-I/ 1 1-I1-lI1I/II1_I l\/I/ 1l0 I /0 � I L-U//4~/1/ / \ //,3I/0//\22/21/0//8- /6// \ , /-, �r♦ 'I a, 0/ // / /�/ /'�'4///0/, ��1 //,/I6 0/4/' � // /A dIa�d,/ r6� /1// / // 1 �/ / /1 I// '/ 1q2'\ .i /// 1/ I J I ' 2I/\\ I I I 20/1 \ I 1 l %,/-II 1 1I ' �`2, L3�\\//\III I/�\\/��I/\B\+ppyy,T/\ /\\ \'`/,♦\�\1 i�/ f\ /\/\ \ �,/\1\ /\ \1\- \ ,Ii'\4\-1 t�I��_ �\+I� 'I \�/\�♦\Il /I �-♦ .-(I- y1tII♦ iI-4l I 1I{I -/II I I,• b0 /// I �o o Q -/' ��1♦�♦��\r -/,,�'-- -'� ar/ /- /-7\ -�� 1�%_ ` / �-- /1/� ��\- � �tI/ / - '' / _ _ �/J-'�L_aV�_G/i/ _♦`\1T__I \\'\__` -/ - -//- \' o . - /09 / --�p �- - o °///\ o/ ° 1 1, of/ // ON �7?�ADBUEFERI \ -FJeaLZPL4l1L o\ NAREA /l Vi ` /� OHoo / //o F-2 o ,1 0 O Oqp- O/\ ce / /-\S- Xb\ C----- O1 \\ AI'I1 1\ MLTRUTE AOIN ° 00010 �z- T�00 //° - - - -- - -- -- -- -- ---OMAPLE 0 _ o 214 -.UST 0� ,r 00o °° / o 0/0 o o o 0 / A /, ix/ -GP�,im -o 20 ' AOO- o4 o' ,Lwoo X_-G� TU Qr 224 0 -1 I ♦� o o\\ \_\ \/\ O1-1 r- a - i 111 III I �0 o T� 25„� I � // / / / / / / // ,/ ' ' /' // ,/' '�"'/l/ ' l/ 11 / / ii//►,_� I\\ I I° 1 / nA "o, I I / / / / ♦ / / / // .. // r// \ I00,- ,/� \, \ \sue \� \ \ \ \ \\x \ \ \ ° O\`\� INLET AREA C ` INLET AREA C 106 0.06 0.74 160 0.14 0.73 108 0.05 0.69 162 0.08 0.74 110 0.03 0.74 164 0.10 0.77 112 0.18 0,77 166 0.02 0.77 114 0.08 -- 168 0.02 0.78 116 1 0.16 0.66 170 0.16 0.65 120 0.23 0.48 172 0.24 0.72 132 0.10 0.76 202A 0.07 0.73 134 0.28 0.56 204 0.07 0.72 136 0.08 0.72 206 0.12 0.75 136A 0.05 0.65 11 0.14 0.76 138 0.04 0.74 208A 0.19 0.69 142 2.87 0.42 210 0.09 0.70 144 0.09 0.74 210A 0.06 0.42 144A 0.13 0.72 210B 0.03 0.78 144B 0.12 0.72 212 0.03 0.78 146 0.15 0.96 214 0.06 0.73 148 0.07 0.74 216 0.14 0.79 150 0.17 0.65 218 0.20 0.47 152 0.13 0.74 220 0.04 0.72 154 0.10 0.73 222 0.05 0.72 154A 0.08 0.73 224 0.06 0.60 154B 0.08 0.71 224A 0.17 0.73 156 0.11 0.73 224B 0.26 0.57 158 0.13 0.74 226 0.12 0.76 INLET AREA C 226A 0.20 0.68 228 0.06 0.77 230 0.18 0.59 232 0.27 0.81 234 I U.24 0.39 236 1.22 0.47 240 0.10 0.66 242 0.28 0.74 302 0.45 0.81 404A 0.15 0.55 404 0.60 0.69 406 0.21 0.63 408 0.11 0.58 412 0.14 0.54 412A 0.11 0.75 414 0.08 0.70 416 0.08 0.50 416A 0.01 0.69 418 0.09 0.68 420 0.11 0.65 502 3.32 0.38 506 0.03 0.71 508 0.08 0.77 510 1.10 0.41 600 2.35 0.25 - 1 �140 420 n a Q 9 44 'or� ee ° o of Ck IN 00 _ EX SAN.MHvl'\?_t: ��` ��c�w��v ��`__ _-_ �� -/�//'/ 'a• \ o - - - - - - _ lV4T�20�AlWfiA�,�EtNERCA SE n] SCALE V=50' \ _ r - - - - - - --(WATERTl6HT)- ' _� - \ o - - \ - - / - _ P _PIE \ ` Ll.= 391.8 1 ` \` \\\� o� \\ \ \ \ \\ \ -- - - - - ' / ',' /'' \ ,-'\ \�. 0 50' 100, L0.=391.7 \\ \ \ 0 0 0 0 0 0 \\\\" \ o °0 0010 0 \ / \ \ o sq `� \\ \\\` --'' / -/i KEY PLAN _ o �\ �\ / \-0 N\ \ i , / TH CLINT W. S FFLET Lic. N . 343e9 10/26/2020 AL U,N N rN Q \\O 0 � � ti DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' LU ( V HI I Q W �^' aC I..L J G 0 Q 2 J m co w a cl� LL W z Q 0 U " 2 I..L O U) O O 2 ,O V / JOB NO. 40919 SHEET NO. 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S �LE Lie. 10/ 2612020 , ass G 'Pa.�-ONAL SCt.4% M E 0 rn u N � N C > E w a E Q LL o 3 p LL dJ U 0000 J -Li 00 C7W NV z F i 'x � Q 7 ti = N = U � F oo00 rn N � M a� z O a U Lu z O W W W W U) w 0 0 0 0 U U U U ZZZ,ZZ� O O O O W W W W d d d d ti ti ti ti > > > > W W W W U,N N rN \\o DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' Lu r V HI I Z W �^' aC I..L J G Oa J m co Lu a O LLJ W r Q> O W " 2 0 v / O O T� i O V) JOB NO. 40919 SHEET NO. C6.04 a i c L MUM PROJECT SWAM oWillagei DESIGNER: CG DATE 1W26mm ROUTE PR6IECT So hmoOVillaget GESIGHm CG DATE 1W111IDgD ROUTE PRO.IECT �.dWtl gel GESIGHm w DATE tOtIM020 CHECKED: UMnMLISH - - CHECII('=D CS UNT531GLISH CHECI('=D m N1n3 ISH f� pLTN 0F'o CLINT W. 2: 7S FFLET >� ;A Lic. N $4380 !tea 10/ 2612020 �V ,•As %~'Oi A4,tN�G,,• M E 00 N � N C >E w ai E � w v 3 ¢ LL o 3 p LL - w QjUGMD Z a —u O 0 uuj v� zFv �o�,?Q w S C" Z U> 1O O W W W W ~ om wM > ODUODU a 00 0000 dada Q Q O wwww » » 0 W W W W 0 O O O N w N N N O w ~ \\_04 ko a v o z 0 Un DATE > 10130119 0 DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A W Q I U) z _o LL w C a Q Y � > J a W CL J a 0 cl� U Q � J o w Q N N w a U W o O -i F— W � a z z_ 3 O a7v U 06 a n/ w LLLL D Qm ¢ 0 D w 0 K O T N li o ro U 0 v , N �i 0 v 0 JOB NO. 5 d) 40919 y SHEET NO. 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mmmm■mmmmmmmm®mm®®m®m®mmmmmmmmmmm��mm■ mmmm■mmmmmmm®®mmmmmmmmmmmmmmmmmm®�®mmm ®m®m®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m® mmmmm®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m® mmmm■mmmmm®mm®®mmm®mmmmmmmmmmmmmm��mm• mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��mm� mmmmmmmmmmm®®mm®mmmmmmmmmmm®mmmmm®®mmm L PROJECT: Southwood Redevelopment -Village 1 LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY�2 PROJECT: Southwood Redevelopment -Village 1 LOCATION: COUNTY: Chadottesville Designed by: CG Checked by: UNITS ENGLISH PIPE NO, FROM POINT TO POINT DRAIN. AREA "A" A. (3) RUNOFF COEFF. "C" (4) CA INLET TIME Minutes (7) RAIN FALL hid4r (8) RUNOFF INVERT ELEVATION LENGTH of Pipe Ft (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Spandlise) In. (14) SHAPE Number of Pipes Capacity CFS (15) Friction Slope FL/Ft. NORMAL FLOW FLOW TIME INCRE- CCIIMU MENT -LATED REMARKS Mimrtes Minutes (17) (17) (18) INCRE-ACCUM MENT (5) LA (6) Lateral us Total Q CFS (9) UPPER END (10) LOWER END (11) Depth of Flow. do Ft. Ares of Flow. An SgFt Hm Ft. Vn Ft/Sec O6) To Ft. REFERENCE (1) SPA. REFERENCE (2) SPA. 101 102 100 0.00 O.DO 0.40 624 4.74 34.62 7L49 409.5E 409.00 37.07 0.01511 36 Cu°ilar 1 88.82 0.01020 2.04 5.12 0.88 13S8 5.07 0.04 628 103 104 102 Ooo o.o0 0.40 6.12 6.20 0.00 36.87 410.71 409.66 80.72 0.013m 30 Circular 1 50.68 0.00720 L59 327 0.71 1126 3.55 0.12 624 105 106 104 0.0E 0.73 0.04 0.40 6b6 6.21 0.00 36.87 420.74 418.30 60.96 0.04003 30 Crcular 1 88.90 000720 1.12 2.14 058 1727 5.75 OM 6.12 107 108 106 0.05 0.70 O04 0.36 598 6.24 000 36.60 422.80 42L02 71.00 0.02507 30 Circular 1 70.36 D.D0700 128 2.53 063 14.47 T53 GM 6.06 109 110 108 OM 0.74 0.02 0.32 5.90 6.29 0.00 2.06 432.21 428.05 92 sl 0.04497 15 Circular 1 14.84 000090 0.31 0.24 oJs 8.11 1.44 0.18 598 111 112 110 0.18 0.77 0.14 030 5.44 6.40 0.00 1.91 44L66 432.31 196.89 005003 15 Circular 1 15.65 0.00080 0.30 0.22 0.17 8.65 1.46 0.36 5.80 113 114 112 0.08 0.70 0.06 0.15 521 6.47 0.0 1.00 445.92 441.76 92.44 0.04500 15 Circular 1 14.85 0.00020 0.22 0.15 0.13 6.90 GM 0.22 5.44 115 116 114 0.13 0.75 0.10 0.10 5.00 6.54 0.00 0.62 449A6 446.02 76.55 004494 15 Circular 1 1484 0.0010 OJ7 0.10 0.11 5.99 0.73 0.21 521 119 120 108 OM 0.DO 0.00 5bf) 0D0 34.62 424A3 422.90 61 A3 002491 24 Cr°ilar 1 38.68 0.02080 1.48 2.49 0.60 13S2 4A9 0.07 5.07 121A 104A 104 0.00 o.o0 0.00 5.00 0.00 0.00 34.54 411.06 410.81 25.49 0.00981 30 Circular 1 44.01 0.00630 L67 3AS 0.73 993 3.20 0.04 5.04 121B 122 104A 0.00 0.00 0.00 5.00 O.GO 36.07 41320 413.10 996 0.01o04 30 Circular 1 44.52 D oD680 1.71 3.57 0.73 10.10 329 0.02 5.02 127 128 126 0.00 O00 4.10 s.33 4.22 000 23.03 417J6 416.20 15.9s 0.06008 30 Circular 1 108.92 D.D0280 0.78 1.31 0.44 17.60 5.59 O02 8.84 129 130 128 000 0.00 4.10 3.78 5.12 0.00 23.03 428AI 424.11 56.67 0.06000 30 Circular 1 108.84 000280 0.73 1.31 044 17.59 559 005 8.83 131 132 '13 0 0.10 0.76 0.07 4.10 8.73 553 0.00 23.03 436.84 436.36 31M 001503 30 Circular 1 54.48 0.00280 lJ3 2.17 0.59 10.63 2.89 0.05 8.78 133 134 '132 0.28 0.56 0.16 0.16 5.00 6.54 0.0 1.01 43Z91 437.27 31.78 0.02014 15 Circular 1 9.93 O.OD020 0.27 0.20 016 5.21 0.69 0.10 5.10 135 136 136A 009 0.71 0.06 3.84 8.52 5.59 0.00 21.63 438.9E 43797 66.11 0.01499 30 Circular 1 54.39 0.00250 1.10 2.07 0.57 10.45 2.79 0.11 E.63 135A 136A 132 0.05 0.65 O.D3 3.88 8.63 4.25 0.DO 2196 437.87 436S4 62.28 001493 30 Circular 1 54.30 0.00250 1.10 2.08 0.57 10.45 2.80 MG 8.73 137 138 136 DQ04 0.74 0.03 1.56 5.30 6.45 0.00 10.20 439.32 439.06 34.16 0.00761 24 Circular 1 21.39 0.00180 0.97 1.52 049 6.73 1.68 009 538 139 140 138 0.75 OLD 0.31 1.53 5.10 6.51 O.oO 9.99 440A2 439.42 79.43 0.00755 24 Crcular 1 21.30 000170 L96 1.50 0.49 6.67 1.66 020 5.30 141 142 140 2.87 0.43 1.22 1.22 SOO 6.54 000 7.99 442.32 44040 6387 0.03006 15 Circular 1 12.13 001360 0.74 0.76 035 1036 2A7 DUO 5.10 143 144 136 0.09 0.77 0.07 2.04 3.06 5.69 0.00 11.81 443A9 44091 171.99 0.01500 24 Circular 1 30.0E 0.00240 M7 L32 O46 8.98 2.13 0.32 838 143A 144A 144B 0.13 0.72 0.09 0.09 5.00 5.04 0.00 0.46 44364 44331 32.70 0.01009 15 Circular 1 7.03 0.00000 0.22 0.14 0.13 3.23 0.38 0.17 5.17 143B 144B 136 0.13 0.72 0.09 2.22 8.38 4.30 0.0 12.59 440.81 439.64 78.15 0.01497 24 Circular 1 29.W 0.00270 0.90 1.38 047 9.13 2.20 OTT 8.52 145 146 144 0.19 0.78 0.15 0.15 5.00 6.54 0.00 095 448.73 44797 37.79 0.02011 15 Circular 1 9.92 0.00020 0.26 0.19 0.16 5.11 0.67 0.12 5.12 147 148 144 0.07 0,74 0.05 1.83 7.97 5.75 0.DO 10.60 444.88 443.59 128.94 0.01000 24 Crmiar 1 24.51 0.00190 OS2 1.41 0.47 7.52 1.80 0.29 8.06 149 150 148 0.17 066 0.11 1.77 7.59 5.80 0.00 10.29 454.32 452.39 101.95 0.01903 24 Circular 1 33.81 0.00180 0.76 Lure 041 9.44 2.14 0.19 7.77 151 152 150 0.13 0.74 0.10 0.10 5.00 6.54 0.00 0.64 454.82 454.42 40,05 0.00999 15 Circular 1 7.00 0 o0010 0.25 0.18 0.15 3.55 0.45 0.19 5.19 153 154C 150 0.00 O00 1.45 7.18 4.53 000 8.38 46L46 460.33 45.25 0.02497 18 Circular 1 17.98 D.00570 0.72 0.34 0.37 ]DLO 2.27 0.0s 726 153A 154A 154B OM 0.74 0.06 0.0E 5.00 5.04 0.00 0.31 46042 46004 37.79 0.01006 15 Circular 1 7.02 0.00000 GJ8 OJI OJI 2.87 0.31 O22 522 153B 154B 150 0.08 0.71 006 1.57 726 4.52 000 8.91 458.37 455.13 187.03 0.02000 24 Circular 1 3T66 0.00140 0.69 0.96 0.38 9.24 2.02 0.34 759 153C 154 154C 0.11 0.72 0.09 1.37 7M 455 0.00 8.03 462.99 46156 57M 0.02506 is Circular 1 19.01 0.00520 0.70 0.81 0.36 9.90 2.22 DJO 7.18 155 156 154 0.11 0.72 0.09 0.08 5.00 6.54 0.00 0.50 463.85 463.09 37.80 0.02011 15 Circular 1 9.92 0.0010 019 0.12 0.12 4.24 047 0.15 5.15 157 158 IM 0.13 0,74 0.10 1.22 6.82 6.D0 0.DO 7.34 47022 466.38 153.79 002497 1s Cr°ilar 1 17.98 0.00430 0.67 0.76 0.35 9.66 2J2 027 7.09 159 160 158 0.14 0.74 OAG 0.10 5.00 6.54 0.00 0.65 473.03 472.66 37.79 0.OW79 15 Circular 1 6.92 0.00010 0.26 0.18 0.16 3.55 0.46 0.19 5.18 161 162A 158 0.00 0.00 1.02 665 4.65 0.00 6.17 475.61 473.87 37J1 0.01997 18 Circular I 16.D3 0.o0310 064 0.73 0.34 8.50 1.77 0.17 6.82 161A 162 162A 0.08 0.74 O06 1.02 6.47 4.69 000 6.17 47s.84 476.97 93.31 0D2004 13 Circular 1 16.11 0.00310 064 0.73 0.34 8.51 1.77 0.1s 6.61 163 164 162 0.10 0.77 0.07 0.07 5.00 6.14 0.00 0.48 482.19 48L79 37.74 0.01060 15 Circular 1 7.21 0.00000 0.22 OTT OJ3 3.33 0.39 0.19 5.19 165 166 162 0.02 0.75 OD2 0.89 6.15 6.19 0.00 5.55 480.25 479.04 120.61 001003 13 Circular 1 11A0 0.W250 0.74 0.87 0.37 6.41 138 0.31 6.47 167 168 166 0.02 0.77 0.01 0.89 604 6.22 0.00 5.45 480.77 480.35 42.31 (LOW93 is Circular 1 11.34 0.00240 0.73 0.86 0.37 6.36 1.36 0.11 6.15 169 170A 168 0.00 0.00 0.28 5.50 4.92 0.00 1.65 482.37 43087 14953 0.01003 15 Circular 1 1LE) 0.0020 0.39 0.36 0.23 4.60 0.71 O54 6.04 169A 170 170A 0.16 0.65 0.11 0.28 5.16 5.00 0.00 1.65 483.41 482A7 94.12 0.00999 13 Crordzr 1 11.37 0.00020 0.39 0.36 023 4.59 0.71 0.34 5.50 171 172 170 0.24 092 DA7 0.17 5.00 6.54 0.00 L12 483.90 483.51 39.35 0.00991 15 Circular 1 6.97 0.00030 0.34 0.27 O20 4A7 0.61 0.16 5.16 201 202 200 0.00 0.00 2.75 6.60 4466 0.00 16.9E 418.37 a14.00 87.47 0.04996 24 ciroular 1 54.78 0.00500 O76 1.10 0.41 1537 4.43 0.10 6.69 203 204 202A 0.07 0.72 0.05 290 6.45 6.10 0.00 16.65 428.58 427.38 60.11 00199E 24 Circular 1 34.62 O.o0480 0.93 1.53 049 10.91 2.83 0.09 6.54 203A 202A 202 0.07 0.73 0.05 2.75 E54 6.08 0.00 16.96 42T28 426.55 36.60 001995 24 Crcular 1 34.b2 0.0500 0.99 1.55 0.50 HL96 2.86 0.06 6.60 205 206 204 0.13 O74 0.09 0.09 5.00 6.54 OM 0.61 429.13 428.68 29.79 0,01511 15 Circular 1 8.60 0.00010 0.23 015 0.14 4,05 0.48 0.12 5.12 207 208 208B 0.14 0.76 0.11 237 626 6.16 0.00 14.92 43121 430.13 53.99 0.02000 24 Circular 1 34.6E 000390 092 1.41 0.47 1062 2.67 0.09 6.34 207A 208A 208B 0.19 0.69 0.13 0.13 5.00 5.D4 0.00 0.67 430.84 430.13 29.71 0.02390 15 Crailar 1 10.82 0.0010 0.21 0.14 0.13 4.90 0.58 0.10 5.10 2078 208B 204 0.06 0.76 0.D5 2.56 6.34 4.71 0.W 15.77 430.03 428.68 67.67 0.01995 24 Circular 1 34.62 0.00430 0.95 1.47 0.48 10]b 295 0.11 6.45 209 210 210B 0.09 MO 0.06 2.24 6.03 6.22 0.00 14.15 434.35 433.24 55.42 0.02003 24 Circular 1 3T69 0.00350 0.89 1.35 0.46 IIAS 2.59 0.09 6.12 209A uoA uo8 0.06 0.44 0.03 0.03 5.00 5.04 0.00 0.14 434.29 433.97 32.00 o.m000 15 Cirmlor 1 7.00 0.00000 o.0 0.06 o.os 2.25 0.20 0.24 524 209B 210B 208 0.03 D.77 0.02 2.27 6.12 4.77 0.00 14.26 433.14 431.38 83.24 001995 24 Circular 1 34.62 000350 0.89 1.36 046 NA9 2.0 0.14 626 211 212 210 0.03 0.78 0.03 2.18 5.98 6.24 0.00 13.77 435.09 DT45 32.04 0o1998 24 Chitin. 1 34.64 0.W330 0.88 1.33 OA6 RAG 2.56 0.05 6o3 213 214 212 0.0E 0.73 0.04 2A6 5.91 62fi OM 13.62 436.m 435.20 40.45 0,02002 24 Circular 1 34.68 0.00320 M7 1.31 0.46 10:37 2.54 0.07 5.98 215 216 214 0.12 0.76 0.09 GAS 5.04 6.53 0.00 1.19 436.72 436A1 30.60 0.01993 15 Circular 1 9.88 000030 029 0.22 OA7 5.44 0.75 0.09 5.14 217 218 216 0.20 0.47 0.09 0.09 5.00 6.54 am 0.61 438.90 438.17 16.12 0.04529 12 Crmlar 1 8.21 0.0030 0.18 0.10 0.11 6.13 0.77 0.04 5.D4 219 220 214 0.07 0.79 0.06 193 5.79 6.29 0.00 12.20 438.40 436.32 83.40 0.02494 24 Candar 1 3s70 0.00260 0.77 1.12 0.42 10.92 2.62 0.13 5.91 221 222 220 0.05 092 0.04 1.88 5.72 6.31 0.00 11.85 338.80 338.50 30.71 0.00977 24 Circular 1 2422 0.00240 0.99 1.55 0.50 7.67 1.90 0.07 5.79 223 224 224B 0.06 0.61 0.04 053 5.43 4.93 0.00 2.9E 445.31 442.37 98.00 0.03000 15 Crmlar 1 12.12 0.00190 0.42 0.36 0.24 8.16 1.45 0.20 5.63 223A 224A 224B 0.17 D.74 0.13 0.13 5.00 5.04 0.00 0.65 441.28 440S8 29.79 001007 15 Circular 1 7.02 o.o0010 0.26 0.18 0.15 357 DA5 0.14 5.14 223B 224B 222 0.26 0.57 0.15 0.91 5.63 4.88 0.00 3.95 440.88 440.06 40.95 002002 15 Crcular 1 9.90 0.00330 0.55 052 0.29 7.62 1A5 0.09 5.72 225 226 224 0.12 0]6 0.09 0.09 5.00 6.54 OM 0.58 44T26 446.66 29.79 0,02014 15 Circular 1 9.93 0.00010 0.21 0.13 0.13 4.43 0.51 0.11 5.11 225A 226A 224 0.20 0.68 0.14 0.23 5.11 6.51 0.00 L47 446.56 445.41 57.42 0.02003 15 Circular 1 9.90 0.00050 0.33 0.25 Iola 5.79 0.85 OA7 528 227 228 222 0.0E 0.77 0.04 1.03 5.45 6.40 am 6.68 440.78 440.08 34.83 0.02010 18 Crmlar 1 16.13 0.0360 0.67 0.77 0.35 8.70 1.85 0.07 5.52 229 230 228 0.19 0.58 0.10 0.98 5.36 6A3 0.00 6.40 44L86 440.86 49.76 0.02010 13 Circular 1 16.13 0.00330 0.66 0.74 0.34 8.60 1.81 0.10 5.45 231 232 230 0.27 O31 0.22 0.88 5.32 6.44 0W 5.73 442.77 442A2 17.71 0.01976 is Circular 1 16.0 0.002M 0.62 0.69 0.33 8.30 1.69 0.04 5.36 233 234 232 0.24 0.39 0.09 066 5.13 6.50 0.00 4.31 444.61 442.97 86.87 0.02003 1s Crmlar 1 16.11 0.00150 0.53 0.56 0.29 7.72 1.46 0.19 5.32 235 236 234 1.22 D.47 0.57 057 5.00 6.54 0.00 3.72 445.71 444.71 56.94 001756 15 Circular 1 9.27 000290 0.55 0.52 0.29 7.14 1.34 0.13 5.13 237 238 232 0.00 0.00 0.27 525 4.98 0.00 1.43 446.72 445A5 6K29 002007 15 Circular 1 9.91 0.00040 0.32 0.25 0.19 5.75 0.84 0.18 5.43 239 240 238 0.10 0.66 0.07 0.07 5.00 6.54 DAO 0.44 447.20 446.82 18.56 0,02047 15 Circular I 10m 0.00000 0.18 0.11 0.11 4.09 0.44 O.OE 5.08 241 242 238 0.28 0.74 021 0.21 5.00 6.54 0.00 1.34 450.75 449.09 83.05 0.01999 15 Circular 1 9.89 000040 0.31 0.24 OAS 5.63 0.80 0.25 525 301 302 300 0.45 0.81 0.36 0.36 5.00 6.54 am 2.36 431.01 430.91 9.50 0.01053 15 Circular 1 7.18 0.D0120 0.49 0.45 0.27 5.24 0.92 0.03 5.D3 401 402 400 0.00 0,00 L09 627 4.73 0.00 5.65 DL21 430.91 33.92 0.00771 13 Circular 1 9.99 0.00260 0.81 0.97 0.39 5.83 1.34 0.11 6.38 403 404 404A o.W 069 0.41 0.41 5.00 6.54 0.00 2.71 432.35 431.60 1W.66 0.00703 15 Circular 1 S87 0.0010 0.0 0.58 0.30 4.69 0.94 0.38 5.38 403A 404A 402 0.15 056 0.08 GM 5.38 4.95 0.00 3.12 431.50 431.31 26.75 0.00710 15 Crmlar 1 5.90 0.00210 0.65 0.64 0.32 4.87 L02 OA9 5.47 405 406 402 0.21 D.63 0.13 059 625 6.16 0.00 369 432.37 432.07 HIM 002985 15 Circular 1 12.09 000290 0.47 0.43 0.26 8.65 L64 O02 627 407 408 406 0.11 0.58 0.06 0.46 5.91 6.26 0.00 2.88 438.52 432A7 IU.89 003499 15 Crcular 1 1309 0.0180 0.40 0.34 0.22 s.55 1.53 0.34 625 409 410 408 0.00 OM 0.40 5.82 6.28 OM 2.49 439.72 438.95 38.46 0,02002 15 Circular 1 9.90 0.00130 0.43 (137 0.24 6.72 1.13 0.10 5.91 411 412 410 0.14 0.55 0.08 0.21 524 6A7 0.00 1.38 440.95 439.82 56.58 0.01997 15 Circular 1 9.89 000040 0.32 0.24 Iola 5.68 0.82 OA7 5.40 411A 412A 412 0.11 0.76 0.08 0.08 5.00 5.D4 0.00 0.41 442.54 44L40 56.83 002006 15 Circular 1 9.91 0.DD000 0.17 0.10 0.11 3.98 0.42 0.24 524 413 414 412 0.09 0.71 0.06 0.06 5bO 6.54 0.00 0.36 441.79 441.05 36.82 0.02010 15 Circular 1 9.92 0.00000 0.16 0.09 0.10 3.83 0.39 0.16 5.16 415 416B 410 00D 000 0.18 5]1 4.3E 000 1.11 446.38 444.00 47.62 0.04998 15 Circular 1 15.65 0.00030 0.23 0.15 0.14 ].3] 1.0] 0.11 5.82 417 418 416 0.09 068 0.06 0.13 5.17 6A9 0.00 0.87 451.91 451.48 43.16 0.00996 15 Circular 1 6.98 0.00020 0.30 0.23 OAS 3.89 0.53 0.19 5.36 417A 416 416A O W D.53 O.D4 0.17 5.3E 4.95 0.00 1.07 451.38 451. 6 0 32.33 000988 15 Circular 1 9 6. 6 o.000zo 0.33 0.2E D.19 4. 0 1 D.59 0.13 5.49 417B 416A 416B 0.01 0.69 0.01 0.18 5.SD 4.92 0.00 1.11 450S6 450A2 53S5 001001 15 Circular 1 7.00 0.00030 0.34 0.27 0.20 4.17 0.61 0.22 5.71 419 420 418 0.11 O65 0.07 0.07 5.00 6.54 OM 0.46 452.35 452.01 33.58 0,01013 15 Circular 1 7.04 0.00000 0.22 GAT 0.13 324 0.38 0.17 5.17 505 506 504 0.03 0.71 0.02 0.28 5.12 5.01 0.00 9.64 482.07 481.81 12.56 0.02070 24 Circular 1 32.55 00019) 0.75 1.07 0.41 9.02 2.01 0.02 5.15 507 508 506 0.40 0-M 0.26 0.26 5.04 5.03 0.00 9.52 483.21 482.29 45.98 0.02001 24 Circular 1 3200 0.0180 0.75 1.07 0.41 8.88 1.97 0.09 5.12 509 510 508 0.00 0,00 0.00 5.00 0.00 0.00 323 493.70 483.31 19.58 0.01992 24 Circular 1 31.93 0.00140 0.69 0.97 0.38 852 1.E2 O.o4 5.04 601 600 168 2.35 025 0.59 0.59 5.00 6.54 0.00 3.83 482.21 480.9E 62.63 0.0199E 24 Circular 1 34.62 000030 045 0.53 1 O27 7.26 1.27 0.14 5.14 LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year DESIGNED BY: CG Checked: CS NLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PPE OUTLET WATER SURFACE ELEV. DR, PPE Do (n/mm) DESIGN DUCH. On (CFS/CMS) LENGTH PPE Lo (FM FRICTION SLOPE, Sfo (FT/FT) (MN) FRICTION LOSS H( Ut/M) JUNCTION LOSS SURFACE FLOW Adj. HI 1.3 Ht (RM) Met Shal ng? YIN 05 M (FIN) FNAL H (HI M) Inlet Water Surface Elevation Top of Mt Top of blotadjustment? Bev. APPROX. Vo Cont,. Flo (Ft/M) VI V,2)2g Hi (E(po) 0.35RM%, (/QP4) SKEW Angle, K Send H (Ft/M) Sum HL (HIM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (18) (17) (18) (19) 100 1 409.000 102 409.000 3.00 411.400 36 71.489 37.07 0.01023 0.379 13.975 0.758 11.262 1.969 0.689 0.0 0.00 0.ODO 1.447 0.000 1.447 YES 0.724 1.103 412.503 415.000 O.K. 104 409.660 2.50 412.503 30 36.869 80.72 0.00720 0.581 1 11.262 0.492 17.265 4.629 1.620 0.0 0.00 0.000 2.112 0.000 2.112 YES 1.056 1.637 414.140 423.720 O.K. 104A 410.810 2.50 414.140 30 34.541 25.49 0.00632 0.161 9.926 0.382 10.100 1.584 0.554 0.0 0.00 0.000 0.937 0.000 0.937 YES 0.468 0.629 414.770 433.060 O.K. 122 413.100 2.50 415.100 30 36.070 9.96 0.00689 0.D69 10.100 0.396 0.000 0.000 0.000 0.0 0.00 0.000 0.396 0.000 0.396 YES 0.198 0.267 415.367 419.520 O.K. 106 418.300 2.50 420.300 30 36.869 80.96 0.00720 0.439 17.265 1.157 14.474 3.253 1.139 0.0 0.00 0.000 2.296 0.273 2.296 YES 1.148 1.587 421.887 432.440 O.K. 108 421.020 2.50 423.020 30 36.596 71.00 0.00709 0.503 14.474 0.813 13.924 3.011 1.054 0.0 0.00 0.000 1.867 0.237 1.867 YES 0.933 1.437 424.457 432.850 O.K. 110 428.050 1.25 1 429.050 15 2.057 92.51 0.00090 0.084 8.505 0.281 8.646 1.161 0.406 0.0 0.00 0.000 0.687 0.145 0.687 YES 0.344 0.427 432.524 437.000 O.K. 112 432.310 1.25 433.310 15 1.912 186.89 0.00078 0.146 8.646 0.290 6.897 0.739 0.259 0.0 0.00 0.000 0.549 0.909 0.713 YES 0.357 0.503 441.955 466.680 O.K. 114 441.760 1.25 442.760 15 1.003 92.44 0.00021 0.020 6.897 0.185 5.982 0.556 0.194 0.0 0.00 0.000 0.379 0.382 0.493 YES 0.246 0.266 446.140 450.970 O.K. 116 448.020 1.25 447.020 15 0.621 76.55 0.00008 0.006 5.982 0.139 0.000 0.000 0.000 0.0 0.00 0.000 0.139 0.621 0.181 YES 0.090 0.097 449.634 454.520 O.K. 120 422.900 2.00 424.500 24 34.620 61.43 0.02086 1.281 13.924 0.753 0.000 0.000 0.000 0.0 0.00 0.000 0.753 0.000 0.753 YES 0.376 1.658 426.158 432.910 O.K. 128 1 416.200 128 416.200 2.50 418.200 30 23.030 15.98 0.DO281 0.045 17.599 1.202 17.590 4.804 1.682 0.0 0.00 0.000 2884 0.ODO 2.884 YES 1.442 1.487 419.687 430.210 O.K. 130 424.710 2.50 425.710 30 23.030 56.67 0.00281 0.159 17.590 1.201 10.632 1.755 0.614 0.0 0.00 0.000 1.815 0.D00 1.815 YES 0.908 1.067 428.891 444.190 O.K. 132 436.360 2.50 438.360 30 23.030 31.93 0.00281 0.090 10.632 0.439 10.451 1.696 0.594 0.0 0.00 0.000 1.032 0.409 1.032 YES 1 0.516 0.606 438.966 443.200 O.K. 134 437.270 1.25 438.966 15 1.014 31.78 0.00022 0.007 5.208 0.105 0.000 0.000 0.000 0.0 0.00 0.000 0.105 1.014 0.137 YES 0.068 0.075 439.041 441560 O.K. 136A 436.940 2.50 438.966 30 21.764 62.28 0.00251 0.156 10.451 0.424 10.446 1.694 0.593 0.0 0.00 0.000 1.017 0.132 1.017 YES 0.509 0.665 439.631 445.040 O.K. 138 437.970 2.50 439.970 30 21.632 68.11 0.00248 0.164 10.446 0.424 9.128 1.294 0.453 0.0 0.00 0.000 0.876 0.335 0.876 YES 0.438 0.602 440.572 446.990 O.K. 144 440.910 2.00 "2.510 24 11.814 171.99 0.00243 0.418 8.983 0.313 7.518 0.878 0.307 0.0 0.00 0.000 0.620 0.392 0.620 YES 0.310 0.728 444.362 454.080 O.K. 148 443.590 2.00 445.190 24 10.597 128.94 0.00195 0.252 7.518 0.219 9.443 1.385 0.485 0.0 0.00 0.000 0.704 0.311 0.704 YES 0.352 0.604 445.799 458.830 O.K. 150 452.380 2.00 453.980 24 10.286 101.95 0.00184 0.188 9.443 0.346 9.997 1.552 0.543 0.0 0.00 0.000 0.889 0.638 0.889 YES 0.445 0.632 455.077 460.860 O.K. 154C 460.330 1.50 461.530 18 8.380 45.25 0.00567 0.257 9.997 0.388 9.902 1.523 0.533 0.0 0.00 0.000 0.921 0.000 0.921 YES 0.460 0.717 462.247 468.240 O.K. 154 461.560 1.50 462.760 18 8.031 57.06 0.00521 0.297 9.902 0.381 9.658 1.448 0.507 0.0 0.00 0.000 0.888 0.346 0.888 YES 0.444 0.741 463.692 470.850 O.K. 158 466.380 1.50 467.580 18 7.335 153.79 0.00434 0.668 9.658 0.362 8.497 1.121 0.392 0.0 0.00 0.000 0.754 0.570 0.754 YES 0.377 1.045 470.887 478.640 O.K. 162A 473.870 1.50 475.070 18 6.165 87.11 0.00307 0.267 8.497 0.280 8.509 1.124 0.393 0.0 0.00 0.000 0.674 0.000 0.674 YES 0.337 0.604 476.254 483.300 O.K. 162 476.970 1.50 478.170 18 6.165 93.31 0.00307 0.286 8.509 0.281 6.406 0.637 0.223 0.0 0.00 0.000 0.504 0.276 0.504 YES 0.252 0.538 479.484 487.740 O.K. 166 479.040 1.50 480.240 18 5.546 120.61 0.00248 0.299 6.406 0.159 6.355 0.627 0.219 0.0 0.00 0.000 0.379 0.093 0.379 YES 0.189 0.489 480.988 491.970 O.K. 168 480.350 1.50 481.550 18 5.453 42.31 0.00240 0.102 6.355 0.157 7.260 0.818 0.286 0.0 0.00 0.000 0.443 0.081 0.443 YES 0.222 0.323 481.873 491.640 O.K. 170A 480.870 1.50 482.070 18 1.654 149.53 0.00022 0.033 4.597 0.082 4.590 0.327 0.115 0.0 0.00 0.000 0.197 0.000 0.197 YES 0.098 0.131 482.75E 498.880 O.K. 170 482.470 1.50 483.670 18 1.654 94.12 0.00022 0.021 4.590 0.082 4.165 0.269 0.094 0.0 0.00 0.000 0.176 0.535 0.229 YES 0.114 0.135 483.805 488.420 O.K. 172 483.510 1.25 484.510 15 1.119 39.35 0.00027 0.011 4A65 0.067 0.000 0.000 0.000 0.0 0.00 0.000 0.067 1.119 0.088 YES 0.044 0.054 484.564 488.930 O.K. 138 439.060 2.00 440.660 24 10.198 34.16 0.00181 0.062 6.725 0.176 6.671 0.691 0.242 0.0 0.00 0.000 0.417 0.206 0.417 YES 0.209 0.271 440.931 447.900 O.K. 140 439.420 2.00 441.020 24 9.992 79.43 0.00174 0.138 6.671 0.173 10.558 1.731 0.606 0.0 0.00 0.000 0.779 1.998 0.779 YES 0.389 0.527 441.547 445.030 O.K. 142 440.400 1.25 441,547 15 7.994 63.87 0.01364 0.871 10.558 0.433 0.DDO 0.000 0.000 0.0 0.00 0.000 0.433 7.994 0.563 YES 0.281 1.153 443.060 449.240 O.K. 144B 439.640 2.00 441,240 24 12.592 78.15 0.00276 0.216 9.128 0.323 3.234 0.162 0.057 0.0 0.00 0.000 0.380 0.387 0. 380 YES 0.190 OA06 441.714 449.230 O.K. 144A 443.310 1.25 444.310 15 0.459 32.70 0.000D4 0.001 3.234 0.D41 0.ODO 0.D00 0.000 0.0 0.00 0.000 0.041 0.459 0.053 YES 0.026 0.028 444.338 449.610 O.K. 146 447.970 1.25 448.970 15 0.949 37.79 0.00019 0.007 5.107 0.101 1 0.000 0.000 0.0D0 0.0 0.00 0.ODO 0.101 0.949 0.132 YES 0.066 0.073 449.043 454.560 O.K. 152 454.420 1.25 455.420 15 0.635 40.05 0.00009 0.003 3.547 0.049 0.D00 0.000 0.000 0.0 0.00 0.000 0.049 0.635 0.DS3 YES 0.032 0.035 455.455 461.950 O.K. 1548 455.130 2.00 456.730 24 8.913 187.03 0.00138 0.259 9.243 0.332 2.873 0.128 0.045 0.0 0.00 0.000 0.377 0.257 0.377 YES 0.188 0."7 459.562 466.030 O.K. 154A 460.040 1.25 461.040 15 0.308 37.79 0.00002 0.001 2.873 0.032 0.000 0.000 0.000 0.0 0.00 0.000 0.032 0.308 0.042 YES 0.021 0.022 461.062 466.510 O.K. 158 463.090 1.25 464.090 15 0.504 37.80 0.00005 0.002 4.238 0.070 0.000 0.000 0.000 0.0 0.00 0.000 0.070 0.504 0.091 YES 0.045 0.D47 464.137 471.430 O.K. 160 472.660 1 1.25 473.660 15 0.654 37.79 0.00009 0.003 3.551 0.049 0.000 0.000 0.000 0.0 0.00 0.000 0.049 0.654 0.064 YES 0.032 0.035 473.695 479.120 O.K. 164 481.790 1.25 482.790 15 0.478 37.74 0.00005 0.002 3.330 0.043 0.000 0.000 0.000 0.0 0.00 0.000 0.043 0.478 0.056 YES 0.028 0.030 482.820 488.210 O.K. 600 480.960 2.00 482.560 24 3.834 62.63 0.0002E 0.01E 7.260 0.205 0.000 0.000 0.000 0.0 0.00 0.000 0.205 3.834 0.26E YES 0.133 0.149 482.709 487.290 O.K. LD-347 PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year WHIT DEPTH OUTLET DW_ DESIGN LENGTH FRICTION FRCDON JUNCTION LOSS Adj. Ht not Inlet Top of Mt Card, Hi(Expn) SKEW Bentl Sum NLEF STA. a. OFFLOW WATER PPE DUCH. PPE SLOPESfo LOSS SURFACE 13 Shaping? 05 FINAL Water Top of inlet Adjustment? OR OUTFLOW OUTFLOW SURFACE Do Q. Lo (FEET) Of V. Do Vi Vi4 g 035'MAX. Angle K H HL FLOW Ht Ht H Surface Bev. JUNCTION PPE PPE ELEV_ (h/mm) (CFS/CMS) OEM) (MM1) (FEM) (FuM) (V02o) (FtAAI (Ft/MI (B/M1 YM (FtIM) (FtrMl Elevation ATPROX. 202A 426.111 2.00 428.150 24 16.964 36.80 0.00501 0.183 10.963 0.467 10.913 1.649 0.647 0.0 0.00 0.000 1.114 0.310 1.114 YES 0.557 0.740 428.890 433.060 O.K. 204 427.380 2.00 428.980 24 16.654 60.11 0.00483 0.290 10.913 0.462 10.762 1.79E 0.829 0.0 0.00 0.000 1.092 0.317 1.092 YES 0.54E 0.83E 429.81E 434.810 O.K. 206 428.680 1.25 429.81E 15 0.608 29.79 0,00008 0.002 4.050 0.064 0.000 0.000 0.000 0.0 0.00 0.000 0.064 0.608 0.083 YES 0.041 0.044 429.860 435.090 O.K. 1 PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG Checked: _ 210 433.240 2.00 434.840 24 14.147 55.42 0.00348 0.193 10.479 0.426 10.397 1.679 0.587 0.0 0.00 0.000 1.014 0.373 1.014 YES 0.507 0.700 435.540 441.830 1 O.K. 212 434.450 2.00 436.050 24 13.774 32.04 0.00330 0.106 10.397 0.420 10.372 1.670 0.585 0.0 0.00 0.000 1.0D4 0.156 1.004 YES 0.502 0.608 436.658 441.870 O.K. 214 435.200 2.00 438.800 24 13.618 40.45 0.00323 0.131 10.372 0.418 10.918 1.850 0.648 0.0 0.00 0.000 1.D55 0.275 1.065 YES 0.533 0.663 437.463 442.430 O.K. 220 436.320 2.00 437.920 24 12.204 83.40 0.DO259 0.216 10.916 0.463 7.68E 0.913 0.320 0.0 0.D0 0.ODO 0.782 0.359 0.782 YES 0.391 0.807 439.172 445.620 O.K. NLET OR JUNCTION STA, INVERT EL. OUTFLOW PPE DEPTH OFFLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DA PPE Do Drumm) DESIGN DUCH. 00 (CFSa]MS) LENGTH PIPE Lo (R/6f) FRCTON SLOPE,Sfo (FT/FT) (M/M) FRICTION LOSS Hf (FUM) JUNCTION LOSS SURFACE FLOW Ad). HI 13Shapng? Ht (HIM) Inlet Y/N 05 Ht (FUM) FINAL H (FVM) Inlet Water Surface Eevatrn Top of MH Top of Inlet H. APPROX. Adjustment? Vo Contr. He (Ellin) VI Vi`2/2g Hi(Expn) 035'10AX. (VQ2g) SKEW Angle K Bend H (HUM) Sum HL (FIND (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 300 430.910 302 430.910 1 1.25 1 431.910 15 1 2.355 1 14.12 1 0.00118 0.017 1 5.128 1 0.102 0.000 0.000 0.000 0.0 0.00 0.000 0.102 1 2.355 0.133 1 YES 1 0.08E 1 0.083 1 431.993 432.740 i O.K. 238 445.450 1.25 446.450 15 1.434 63.29 0.00044 0.028 5.753 0.128 5.833 0.493 0.172 0.0 0.00 0.000 0.301 0.000 0.301 YES 0.150 0.178 447.041 453.460 O.K. 242 449.090 1.25 450.090 15 1.341 83.05 0.00038 0.032 5.833 0.123 0.000 0.000 0.000 0.0 0.00 0.000 0.123 1.341 0.160 YES 0.080 O.tt2 451.061 456.900 O.K. 216 436.110 1.25 1 437.463 15 1 1.189 30.60 1 0.00030 0.009 1 5.436 0.115 1 6.128 1 0.583 0.204 1 0.0 1 0.00 0.000 1 0.319 0.581 0.414 1 YES 1 0.207 0.216 437.680 1 442.760 O.K. 218 438.170 1.00 438.970 12 0.608 16.12 0.00026 0.004 6.128 0.146 0.000 0.000 0.000 0.0 0.00 0.000 0.146 0.608 0.190 YES 0.095 0.099 439.084 443.900 O.K. 224E 440.D60 1.25 441.060 15 3.950 40.95 0.00333 0.136 7.615 0.225 8.158 1.033 0.362 0.0 0.00 0.000 0.587 0.718 0.587 YES 0.293 0.430 441.490 446.840 O.K. 224 442.370 1.25 443.370 15 2.961 98.00 0.00187 0.183 8.158 0.258 5.792 0.521 0.182 0.0 0.00 0.000 0.441 0.178 0.441 YES 0.220 0.404 445.731 450.600 O.K. 226 446.860 1.25 447.660 15 0.582 29.79 0.D0007 0.002 4.425 0.076 0.000 0.000 0.000 0.0 0.00 0.000 0.076 0.582 0.099 YES 0.049 0.052 447.712 453.320 O.K. 234 442.870 1.50 444.070 18 4.314 86.87 0.00150 0.131 7.722 0.231 7.140 0.792 0.277 0.0 0.00 0.000 0.509 0.598 0.509 YES 0.254 0.385 445.140 449.650 O.K. 236 444.710 1.25 445.710 15 3.716 56.94 0.00295 0.168 7.140 0.198 0.000 0.000 0.000 0.0 0.00 0.000 0.198 3.716 0.257 YES 0.129 0.296 446.260 450.140 O.K. NUT 11 �jF �yd •� CLINT W. • vo 2 S FFLET A Lic. N S4380 1, 610/26/2020 M E CD O U N � N C > E w a E 7 i ¢ M. 3 p LL - wO `mom J U 0000 w J -N M (0W NV W �0 x � LL On = N = U > F ¢ C ON i ON N W M M CD w � H CL O ce t7 AL z a U LU O F��-Lr) 0 LU W W W > UUUU 0 W W W W d d d OL Q Q Q Q LU LU LU W W W W tY tY tY tY LouN N Q ��O \ \ ti DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A W ( J J �\J I 4.7 z o W > Q . J J rri■ J 0 z J W J m U W Q 0 w J Z 7 Q� O W U 06 n 0 I L 0 0 2 0 U) L 1 240 1 1 446.820 1 1.25 1 447.820 1 15 1 0.438 1 18.56 1 0.000041 0.001 1 4.092 1 0.065 1 0.000 1 0.000 1 0.000 1 0.0 1 0.00 1 0.000 1 0.065 1 0.438 1 0.085 1 YES 1 0.042 1 0.043 1 447.863 1 451.490 1 O.K. I 226A 445.410 I 1.25 1446.410 1 15 1 1.473 157.42 1 0.00046 10.027 I 5.792 1 0.130 1 0.000 1 0.000 1 0.000 1 0.0 1 0.00 1 0.000 1 0.130 1 0.891 1 0.169 1 YES 1 0.085 1 0.111 1446.886 1 452.830 1 O.K. LM JOB NO. 40919 SHEET NO. C6.06 I I I I II I I \ I I ° I I ° ° O 11 ° ° O 0 I I _� / 00 0 I I O 0 / O + C: I O I 1 °° 1 ° ° o II �\ ' \ + I0 \ \ / O O 0 I �/ 0 \\ \ J I _ I 0 ° I o 0 I 0 I I 00 \\ \ I / 00 O � IL 0 0 / 0 0 O I I ° AV A p° o I I °0 \ �, /0 �VDOT-SIGHT 0 I o \ \ �° DISTANCE ° �e/ I EASEMENT 0 I I 0 I0 a 0 + \ \ \ \ + / o o l \ 0 //° 00, 0 / 100 + + 00 \ \ / / 0 I ° _ O / o + O ° /nI o o I I, 0\ O \\ / O / - w 0 ° 1 0 STREAM BUFFER/ / ° l / 0 / — — — _ 0 FLOOD PLAIN l 10° ' ( o / o \ ° CONSERVATION AREA 0 l �\ l ° / \ 0 0 \ 0 ° \ 00 0 0 \ O ) O `\tip \ 0 °(/ o - 0 , \ V 0 ��---_--o ° ° 0 O 0 0 / / ° ° O O ° / 0 I I / / v v v o vv v v v _ /� + r — _ J / / vvvov7v ° v / 0 I I v v v v v o / v v I I + o o \ \ i I \ ----------------- \\\ /------------------------'I / I li I I I + I I ---- __________ _ J � — alob��,:/W/ �— — - -- — - —1 - — _ - ' T " 1 I I r i •jp.4thLTH 0.r'll CLINT W. ?Y7 S FFLET Lic. J . s�aee p 10/26/2020 is ,tit G� �� S�O!1AL F'C.••• i - 3 \ ❑ O / A o Cam] \ � ri �j -- A\ ; ,I I "l� A� [L aj U /1 • / tom° � ° /_ oU lv n • /---� — /— ---T�— 0 n� 0---\ \ j o I I \% \S�o BUFF C -t' I 1110 \ + u J o + \ \� l / �J� \\✓ i + ° o I � o / / / 0 it/ + I',I — 0 0 j ve \ I ° I \� ° ° PRIVATE 20' SANITARY — ° \ 0 SEWER EASEMENT 0 \ \ moo. D.B. 2984 p. 688 + i i. / _ l` \ v 0 \ \ ry�P o 0000 o o O o o 0% T' 0A1 / �r 000 coo r -- \/� 0 0 o / I \ C ° E 20' SANITARY °INp WER EASEMENT \ 0 + �� =UPPER `\\ \ D.B. 2984 p. 688 o + + \ \ �_ / / /� p 1 1 O ° O ` O \OHO / n \ \ °0 0 0 0 0 + � �� ° ° o a \ \ \ @ \0 0 0 0 0 0 0 . / O 0 1 �j � / el ��— � / _ ��/ I �0 \ 0 cl 0' /^' 200' TOTAL DISTURBED AREA 14,880 SF (0.34 AC) MITIGATION AREA REQUIRED (2X DISTURBED) 29,760 SF (0.68 AC) PROPOSED MITIGATION AREA (FOREST SPACE TO BE DEDICATED) 29,814 SF (0.68 AC) L 0 Z O L U u, w If O W W W W OOOC) C) C) C) C) W W W W a Oa a O O O O W W W W DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' Lu ( V IJ-I � z a Lu 0 W �Q(D O�- W < IY > o � w =LL O co W " DC Q O U) O T� i D O V IOB NO. 40919 SHEET NO. C6.08 s c a N C \ \ o ` 0\\ \ � \ 1I /�i \ y '� C NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED a \ \ I �/ O C '� / n \ \� WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT / )) 0 ° `,/ I VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. [ O 0' L AM 64000404000 r �pLTH OF000 LINT W.,'�Z: cc _ m ¢ to cc Co O7o m co Q co m L i cu LID f0 U) w LID L L r `�' v L CO(O v r .... r to w v 'D "-' L 0� v L v L (0� L LO LO v F CD F _ r F F r F F N cn F V N v o u/% S FFLET > r 0' 168: DI-2B 6 ft Throat m ` _ oo 0o Co N o " N Cn �Lic. N S4326 4' vm M vm �m O r m r-- co �O =m rCO SOD 00m `` Corms corNu? 0M0 C600� oNo STA10+37.79 166:DI-3B6ftThroat (0ry9r cOr oOq 0No corvor °r° ��Om � corymco ooNr- CD OR or Co C? nCno co �Q 10/26/2020 many rItc") IT �MODN y rrm , y y� r r O� r(OM N y oD (O (h y • M mM M mM mNNy mMr�m co y Mc')c0 y coMWr— N y mp y mM r r m0) co (o s Mo�j c�+oco�? ��Omo�F TOP STA10+37.79 N+rvvF M+aoF N+rvvF =+r0vF N+°°vvF M+oiF N+�yq* N+oyyF pis G% pCDy p0yz �yZ O INVIN480.87 169 TOP CD 000� oo O o Or O or0 o O r O O!�p(,��% 0 0 0 ( ) s�yz _z 0 o�y0 o�yz z_ o yz 0 o�yz z_ o o�y0 o�yz z_ o o�yz _z o 0.. �� a> o¢a» oaa» INVIN480.96(601) INVIN480.35(167) liH_0>>> coHO> ��O»> �l¢-O» CCOn�O»> to z CLO zz> Cy0F0»> �04#0�� U)Oz �U)OZ Z ��z z INVOUT480.77(167) INVOUT480.25(165) �OnFz z ? �cof— �CnFz z z �OFz z �mFz z z �U) �mFz z ? ��Fz z z 500 500 495 495 485 485 M E 0 0 rn u N � N 0 > E w v E II w v 3 Q LL 0 3 p LL — w 0 `mr-i-i cy LM _j V0o Z .J. -m O rn C7 ru rvy a w v zF? v 30LQ w i ry Z "" V> 1O O W W W W F rn IV w M � >0 >0 >0 >0 z y H > > > > O O O O a a a a uv a a a a O O O O O W W W W = ti ti ti ti > > > > W W W W 0 0 O O O N w N N N O w 00 F \\�ko N It a vC�oo\o z c O in DATE 10130119 0 } DRAWN BY 1. FOX 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 12+50 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 cu r t M Lo o m o rn o r: rn cLi N v rl7 n (L V N F N W F y y CO (O OD LID w O cp m M V W N M N C`? 41 o aD 150: DI-3B 6 ft Throat x o � a0 V y m C6 r m C9 I Co Co O O r m °6 O t y O y o M y m m m M � co N O_ m Co m M 0 n Co m rn o m n STA 10+40.05 Co N o y Co 00 v w M rn o ry M�Oy cV �r70tOo y mrya0� y mOp °0y my y m�� 7 y OOy Lo I N� V oo nj 0+0 qT j to CI +ymvy j c�o�j TOP460.86 c?+Lo NNVyy j v� + +may J Iy0 �v? z_ 0 o�vz z 0 p�y0 INVIN455.13(153B) o�yz 0 a"tZ z 0 w �y0 w �yZ_ J vam> aQ'OL > o¢a>> > 6iaa> INVIN454.42(151) 6daa> > vQa» > i�i Qa o Q0 nFOz nFOz z z COFOz z z �FOz �CFq�z z ��z z z ��Z voi �Oz HI rnF_ SwF �cnF_-_ cnF_ INVOUT454.32(149)Lo 475 475 465 465 460 460 LI 1 w/ z li w Q U) > w a w J_ T � LL OL o w = J m J Y R � o a. v uF W O 0 N I I I U NI o 0 o Q a O 3 m w J 0 0 It a J o U D y O5 5 g+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 154A - STR 150 STR 152 - STR 144 STR 502 - STR 500 3 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 oe No. a PROFILE SCALEPEN 40919 y SHEET NO. o C7.00 Co. 495 EXISTI G 495 GRADE PRO DOSED / � \ GRADE 490 � 490 nMIN 14" WATER LINE SANIT RY � W1 CASING PIPE 1 485 - i-15 485 3' 171 0.5' 169q 39.35' OF MIN. 94.12' OF 480 15" HDPE 18" HDPE 169 480 @ 1.00% % 18" HDPE 42. 1' 1 5 @ .00% 18" OF DPE 120. 1' OF 1' @ 1 00% 18" DPE AIN. @ 1 00% VERTICAL PIPE SUPPORT ON EITHER 475 SIDE OF C OSSING. 1'x3' FOOTPRINT) SANITARY 475 POURED CONCRETE SUPPORT FROM PIPE 15-14 UNDISTUR ED GRADE TO BASE OF PIPE 470 470 PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 8" WATER \ LINE 1' \ 460 460 153A 37.79' OF � 3' MIN. 15" HDPE @ 1.00% SANI PIPE ARY 1 3-12 187, 38 3 OF 1 455 24" 8 455 @2. 0j P'� SANITARY PIPE 12 11 SANITARY PIPE 11 10A 450 450 445 445 490 490 PROPOSED GRADE 485 485 8" WATER LINE 1' 480 � 480 163 37.74' OF 15" HDPE � \ 161q @ 1.00% B�HppE 475 475 SANITARY PIPE 15-14 1 SANITARY fvltN``87.11 OF PIPE 15-14 TYP. 18^}i E EXISTING @ 2 0 470 GRADE % 470 SANITA Y PIPE 14 13 465 465 EXISTING GRADE 460 460 8" WATER \ PROPOSED LINE GRADE � 1 3' MIN. \ 455 455 / 149 SANI ARY 101 95' OF PIPE 11-10A/ / 450 1 1 24 DPE / 450 SANITARY 1 "HDPE � STORM PIPE 11-10A 1.00 /o PIPE 501 1.5' 445 445 1 MIN., 147 TYP. 128.94' OF 24" HDPE @ 1.00% 440 SANITARY 440 � PIPE 10 10 435 435 PROPOSED 480 GRADE 480 8" WATER LINE EXISTING 475 GRADE 475 MIN. \ 470 \ 470 SANITARY / PIPE 14-13 159 37.7 ' OF 15� 15" DPE 1 •�9'OF @ 1. 0% � HppE 465 465 0 460 460 455 455 PROPOSED 8" WATER GRADE LINE 455 455 450 450 501 121.90' OF 18" HDPE @ 7.89% 1.5' 445 445 \ \ STOR PIPE 1 7 SANITARY EXISTING PIPE 10A-10 GRADE 440 440 435 435 430 430 L LO m � r N bola p4;y a o 1, w � r. F r r 144B: DI-26 6 ft Throat 132: DI-26 6 ft Throat o o ?�� CLINT W. =rn rnr` m oo uoi t m ^ oo M m STA 12+09.73 136A: DI-2B 6 ft Throat STA 14+16.28 � rn CD � [128: MH-1 '0O omj o+ v N CO v H TOP 449.23 STA 13+53.99 TOP 443.20 + STA 15+04.87 • . S F F L E T p v 0 p CD v Z Z 0 INV IN 440.91 (143) TOP 445.04 INV IN 436.94 (135A) g v z_ 0 TOP 430.21 i6 ¢ a > ¢ a > > > INV IN 443.31 (143A) INV IN 437.97 (135) INV IN 437.27 (133) o ¢ a > > INV IN 424.71 (129) • A Lic. N 54380 U) O Z � U)O z z z INV OUT 440.81 (143B) INV OUT 437.87 (135A) INV OUT 436.84 (131) U) F- z z INV OUT 417.16 (127) ;gyp 10/ 2612020 460 460 � o 136: DI-213 ft Throat STA 12+87.88 EXISTING TOP 446.99 - GRADE INV IN 439.64 (143B) 455 , - INV IN 439.06 (137) 455 PROP SED INV OUT 43 .96 (135) 8" WATER 41 GRAD \ LINE \ 45C 1.3' 450 44 \ 145 \ 445 37.79' OF 445 15" HE)PE @ 2.00% 3' MIN 143 171.99' OF 440 0�11- 440 @ 1.50% 143E 78.15' OF 24" HgPE 135 O @ 1.5% 66.11' OF 135A 0. HDPE 62..28' OF 131 r 435 @ 1.50% 30" HDPE \ @ 1.50% \ 130 430 425 66�29 425 @ y�A A p� F 420 420 9+50 10+00 11+00 12+00 13+00 STR 146 - STR 128 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 N O V N � O O v r o �ocyv v + p F �co �az O N F 0 > > aan � O P- z z aan aan 435 435 PROPCSED GRADE EXI TING 430 G DE 430 3' MIN. 425 425 420 420 �S 7 415 3 " 96' 415 O� o S MA 410 410 DE rENTION PIPE 405 405 9+50 10+00 11+00 STR 128 - SWM A � ^ ca Cl)N ¢ C7 M .-. M v L `J L .Mr... .... M V v o co o 136: DI-2B 6 ft Throat � rn N o0 `� ° M o v o> v STA 11+77.46 o n CO 240: 12" Basin -Circular Grate o ao o� CD w r o � co o� m rn rn IT M TOP 446.99 134: DI-2A N} M M cli (0 V STA 10+00.00 - `O a r �� H- 0 Z p�vZ F �a� INV IN 439.64(143B) STA 10+00.00 p�vz o�zz TOP451.49 =oLvc~ p�a0 NQa> 0 o¢a» �¢a>> 0 INV IN439.06(137) TOP443.56 N¢a>>> _ O INV OUT447.20(239) Graz z �o¢a--O �u~iH- �v~i�?? �coH- INV OUT438.96(135) INV OUT43791(133) ��?�? Ncj�zzz 455 455 450 450 460 460 PROPOSED F\/GRADE 450 450 445 445 EXISTING TMIN. GRADE \ 27 W WATER LINE 440 1 11 6a D \ 440 15" Npp F 139 @3.0p F 79.43'OF 137 24" HDPE 1.5' 34.16' OF @ 0.75% 24" HE @ 0.75%\ 435 435 SANITARY PIPE 10 9A 430 430 14+00 15+00 16+00 9+50 10+00 11+00 12+00 12+50 STR 142 - STR 136 104A: MH-1 STA 14+07.62 TOP 422.40 INV IN 413.10 (121B) INV OUT 411.06 (121A) QCl) � NCD _O �O r W CO CD Mco �o,v + M V 04 7 Z Z O ¢a-> o�0>z> �ln H-z-Z aan 435 435 36" ACCESS RISER 430 36" AC CESS 430 ISER EXISTING -PROPOSED 36" ACC ESS GRAEIE GRADE RISER ~ 425 425 --J \ \MIN 420 420 TSTORM PIPE 201 415 415 MIN. SWM A WEI F WALL /0 400' OF 410 66" CMP 410 121B 121A 7.60' OF 25.49' F 30" HDPE 30" HD DE @ 1.30% @ 1.00 Y. 405 405 9+50 10+00 11+00 12+00 13+00 SWM A - STR 104 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 15+00 9+50 10+00 11+00 STR 120 - STR 108 PROPOSED 445 GRADE 445 EXISTING GRADE 3' MIN. 8" WATER 440 LINE 440 1.3' 435 133 435 31.78' OF 15" HDPE @ 2.00% 430 430 425 425 9+50 10+00 11+00 STR 134 - STR 132 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 455 455 MOPOSED 450 qGRADE EXISTING 450 3' GRADE MIN. 239 O 445 18. 8' OF 445 PE @ .00% 440 440 435 435 9+50 10+00 11+00 STR 240 - STR 238 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 @ O 7 M f6 m 04 O � N .N.. Ln v N N N v CD � r` O O O (DR p CO CD m M M V Lo m c7�COF ON7 C6 "t W a mcocc 2�+ �� ~ N}per rn� V V o�v0 ��v_ZZ_0 s��ZZO N¢a> �¢a» > v¢a>> > N(0HZ N(0H-ZZZ N0)H-ZZZ aan nan EXISTI G GRADE 455 455 \ �\ 3' MIN. PROPOSED GRADE 450 450 241 83.05' O 15" HDp @ 2.00% O 445 237 445 "HDPE 2.00% 440 440 435 435 11+50 9+50 10+00 11+00 STR 242 - STR 225 12+00 0 50 PROFILE SCALE ^� E 0 � o N � N C > E w v E i N v 3 ¢ LL o 3 p LL < j i52 J -u th M � 0Lu N V w v zF =x M �� LL p4 Ln = N = U > F a . c ^ rn N � M a�00 am O oc At z O a v Lu Lu 11'AL L O W W W W W 0 0 0 0 10� U U U U > j > j OOOUO wwww aaaa ti � ti W W W W DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V J H� W > w L a u J J LL 0 z 0 Jw 07 W Q LL > O W Z O U) 0. 0 0 2 ,0 V / JOB NO. 40919 SHEET NO. C7.01 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 ca I Cl) m ca o o m o Q,n _o o 1 o L+ o o o rn a) o r= m N H , m H H o H o N o � O Lo N� �� cc ^ .... N � co N O N CD N O O0 v M 0 0, I co MCD mr-- - v m06 v cO�o00 N CO mco LO °ooN v m��o v Moor° v ?� CLINT W. m+ (?+0 m�"r mMM� maMvv m My x�Nv :o7,S FFLET p�vp O,vz p O�aZ p O,vz_ p o�v_z z O O�vz p 2 1vz z p MAIL vaa>> aa» oQIL ao¢o__ 6 IL 4Qa>>> :A �Lic.N .slave 1v~)�z �U)�z z �U)�z z ��z z OrgPZ z z oU)H_Z z oCn�z z z 455 455 4p ok 10/26/2020 450 \ 450 186 1S \ 75" S pF 445 hDp TMIN. 445 0% I PROPO ED 9? 113 GRADE 75„ 4• p R @ q Op 1' F ,0 0 440 440 SAI 4 ITARY PIPE 33-32A \ \ 7,9 717 435 1S+ 9 435 S A EXISTING /o GRADE \ / \ \ 430 430 / 0 9? S1, 15"!y0 R 8" WATE @150% \ LIN \ 425 425 \ 707 420 30,, HD OF 1 10S 420 @ 2.5p% SANITA Y 3009610 PIPE 6 -6 @4.0pp 415 415 410 4 410 9+50 10+00 11+00 12+00 13+00 14+00 STR 116 - STR 104 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 16+00 16+50 425 420 415 9+50 Quo O N N 00 M O_ r-0 °r V N V H_ vzzp OZZZ 103 80.72' 1 30" HDI @ 1.30 -o Cl) O Co .� m C14m m 00007 + ui . 100: EW-1 for 27" or 30" Pipe o v z p STA 11+17.79 [INV F a0 > > TOP 412.33 CDHz z IN409.00(101) __ 10 37.07' 36" HE @ 1.5( 10+00 11+00 STR 104 - STR 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 EXISTING GRADE 12+00 212: DI-3B 6 ft Throat 234: 24" Basin - Circular Grate 216: DI-3B 6 ft Throat STA 10+87.17 STA 10+56.94 N N o N Cl) o Q m STA 10+16.12 TOP 441.87 TOP 449.97 t c� N r N 222: DI-2B 6 ft Throat N 04 t N m -NN CNV CCCQ V TOP 442.76 N INV IN 435.20 (213) INV IN 444.71 (235) °r° STA 12+46.11 vmi v `�00 INV IN 438.17 (217) o INV OUT 435.09 (211) 232: DI-3B 6 ft Throat N N x m m m rn Co w m cp N 222: DI-213 6 ft Throat 222: DI-2B 6 ft Throat 214: DI-2A Cr" INV OUT 444.61 (233) Cn N m o TOP 445.35 r- m Co N q LO N C? rn o INV OUT 436.72 215' co STA 11+43.81 N v rn v m rn co v m 0 ? n m n v N v STA 12+26.17 STA 10+00.00 220: DI-3B 6 ft Throat STA 11+14.11 ( ) r) °� C� 210: DI-3B 6 ft Throat co( CwcNi v m'u�o v INV IN440.06 223B 040) CO v m1mm v Nomo v Q(0vroCo v 236: 24" Basin - Circular Grate TOP 448.73 N + H- N + ri H ( ) 226: DI-3B 6 ft Throat + N r N °+° o v O CO°+° v TOP 445.35 TOP 445.35 STA 10+30.71 TOP 442.43 218: 12" Basin -Circular Grate N N - STA 11+19.21 Z) N O INV IN 440.08 227 0 0 Cn O 0 0 z O z O INV IN 440.06 223B INV IN 440.06 223B o Z) STA 10+00.00 INV IN 442.87 (233) 5 v z p O v z 0 ( ) STA 10+00.00 v z p O v z _ p m z p ( ) ( ) TOP 445.62 INV IN 436.11 (215) STA 10+00.00 O v z z p TOP 441.83 TOP 450.14 INV OUT 442.77 (231) o ¢ a > > ¢ a > > INV OUT 438.80 (221) TOP 453.32 C¢o ¢ o > > v Q a - > ¢ a > > > INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.50 (221) INV IN 436.32 (219) TOP 443.90 ¢ a j > > INV IN 434.45 (211) INV OUT 445.71 (235) N (0 O� z z N ai OF z z INV OUT 447.26 (225) cNN, U)) OF z z CNN, u~i z z z CN, U)) O� z z z INV OUT 438.80 (221) INV OUT 438.80 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) Nu) z z z INV OUT 434.35 (209) 455 1 1 1 1 455 460 1 1 460 455 1 1 455 450 EXISTING GRADE / 450 [-PROPOSED GRADE 450 3' -- -� MIN. 445 445 235 56.94' OF 15" HDPE 23 @ 1.75% . 1g6.8 E 440 @ 2.0 % 22g 440 231 18" HDPE 34.83' OF 17.71' OF @ 2.00% 18„ HDP r1 U 18" HDPE @ E @ 2.00% ° 435 435 430 430 9150 10+00 11+00 12+00 STR 236 - STR 222 455 I 455 OSE11 BADE 8" WATER LINE \ EXISTING 450 GRADE 450 1.4' \ \ / 1' 445 MIN. 25 0 / / 445 °12' OF SANITARY 15" DPE IN. PIPE 43-42 @ 2 00% 223 98, DO 225 15, OF 11 O @ 3 �Oo� 440 15" HDPE 440 @ 2.00% 40.9 ' OF 151, DPEF @ 2. 0 0 435 435 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 EXISTING GRADE 450 450 \ PROPOSED GRADE 445 445 8" WATER LINE 3' MIN. 440 440 221 30.71' OF ,21g 24" HDPE 435 1.00% 2843.g0,0� D 435 IN. 2.50% SANITARY SANITARY PIPE 41-9 PIP 42-41 430 1 430 13+00 9+50 10+00 11+00 STR 222 - STR 214 0 50 PROFILE SCALE c m 0 o ♦ N n m N pmp0C00 (q� v v �,�Z 0 O N U)Pz z 450 210 DI-3B 6 It Throat STA 1+74.63 TOP [INV 440.35 i INV IN 433.24 (209) 445 \ IN 433.97 (209A) 445 N\ PROPOSED GRADE 3' MIN. 8^ EXISTING 440 WATER - GRADE 440 8" 1.3' LINE 217 16.12' OF 1.2' 12" HDPE @ 4.50% 435 435 215 213 30.60' OF 40.45' OF 1.3' 15" HDPE 24" HDPE @ 2.00% @ 2.00% 20gg 32. 2.04' OF 8.24' 430 SANITARY 24" HDPE OF 430 PIPE 9A-9 @ 2.00% L209 2.00% 55.42' O 24" HDF E @ 2.00° 425 425 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 13+00 ^� E O O N � N C > E w a E H_wv3 ¢ LL o 3 p LL - w J U °MO th .. Cn C9 W N V vmr 30 nX J LL oa Ln = N = U Q � Ln F . c ^ 0 00 � M a� am O oc Al. z O a U Lu Lu o'AL L O W W W ru (n cf U U U U > j > j O O O O W W W W aaaa O O O O u, u, u, u, DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLEIT SCALE AS SHOWN (W V J 1-I I W > w L a u J J LL 0 z Jw m WJ Q >O LL W� Q o W U) 0. 0 0 0 2 ,0 V / HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 JOB NO. 40919 SHEET NO. C7.02 (6 m O co N t r0 r- N O m CDN N O N C')H N CC) N OJ N m �� O = W W OD (o CD OD m O'er V m M CO) 6 7 m� (O c6 N 7 N04 ++�� H -�' +�V H (I + a H p I7Z0 ovzz0 O�vzz0 m� OL NU)P Z NU)�z z Z Cm in z Z 44r aa� 440 440 EXISTING GRADE PROPOSED GRACE 435 435 430 1.5' 430 20713 SANITARY 67'67' OF PIPE 8-7 24" HDPE 207 @0 2.00% 425 53.9 ' OF 425 24" H PE @200% 420 1 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 202A: DI-21B 6 ft Throat o STA 10+89.90 2 o m ui a TOP 433.06 L @ N INV IN 427.38 (203) 0 x 00 CO m 04 INV OUT 427.28 (203A) N o 0 m m a? co °p a 202: MH-1 0 206: DI-3B 6 ft Throat N} a N 7 H Cl) STA 11+26.50 + o STA 10+00.00 0 z z TOP 432.79 w v z TOP 435.09 0 0 > Z > INV IN 426.55 (203A) o H 0 > INV OUT (205) N z - z INV OUT 418.37 (201) N cn H z a4d29.13 aan 435 8" WATE 435 \ LINE 430 430 205 29.79' OF 15" HOPE \ 36 .03A 425 o 203 0' 425 60.11' OF 44<1 DpE 24" HOPE @ 2. bno,o @ 2.00% SANITARY \ PIPE 6B-6A 420 Ns 420 8.4', 0 415 @Q s00 415 F 0 15.11 410 410 STORM PIPE 121A 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 n ? INV IN 432.47 (407) v d N INV OUT 432.37 (405) CN rn aD o) o ? v r-- m w oo N 24" Basin -Circular Grate 414: DI-3B 6 ft Throat + L6 v r =+ t co F STA 11+31.86 STA 10+00.00 0 z Z p 2 0,r z Z p [408: TOP 445.65 TOP 446.24 , F 0 Z > > o � 0 > > > INV IN 438.95 (409) INV OUT 441.79 (413) v cn H - z z v cn H z z z INV OUT 438.52 (407) 4.riri 11+00 12+00 STR 206 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 302: DI-3C 6 ft Throat STA 14+52.12 TOP 432.77 INV OUT 431.01 (301) AAS 300: ES-1 for 15 inch Pipe STA 14+49.40 TOP 432.29 INV IN 430.91 (301� dS 440 440 PROP SED 435 F GRADE 435 430 430 301 9.50' OF 15" HOPE EXISTING @ 1.00% 425 GRADE-1425 420 420 415 415 i r m o H x� v H xv It v M m CO N m m o co 416A: DI-3B 6 ft Throat 4166: MH-1 420: DI-3B 6 ft Throat C? C6 v + c6 v H STA 11+09.12 STA 11+63.07 STA 10+00.00 0 o+ v _z O o , ,1 Z 0 TOP 458.06 TOP 456.80 TOP 458.43 _� 0 > > z z i6 Q a > > INV IN 451.06 (417A) INV IN 450.42 (417B) INV OUT 4512.35 (419) v Cl) H v a) HH z z INV OUT 450.96 (4176 INV OUT 4d46 38 (415) 465 465 EXISTING GRADE PROPOSED 460 \ GRADE 460 8" WATER LINE 8" WATE L W 455 455 .3' 1.3' \ 419 \ 3 450 .58' OF 417A 32.38' F \ 450 Ca o MIN. 53.95,OF 1.00% 15" HD E 15" HOPE @ 1.00 3' MIN. ANITARY 0 @ 1.00% PI 3E 34-33A 445 417 445 43.16' OF q) 7S 6?'O 15" HDPE 7S" A @ 1.00% @ s00%, 0 440 O 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 tj i 402: MHA ` m ca 5 a STA 11+33.41 c:i of P U co TOP 437.62 U ? o a INV IN 431.31 (403A) 402: MHA c o coLO w o O INV IN 432.07 (405) STA 13+14.80 co o m CO m C6 N INV OUT 431.21 (401) TOP 437.62 N r-- v H 400: ES-1 for 18 inch Pipe co INV IN 431.31 (403A) `r° v =O C v z O STA 11+72.31 a INV IN 432.07 (405) v ¢ > TOP 432.58 OUT431.21 (401) v �a v¢�INV uz z z 0) INV IN430.91 (401) as.5 a�n a.xin EXISTING 450 GRADE 450 \ 445 445 OPROPOSED 413 GRADE 440 440 5"HDPE 6.58'OF 409 MIN.\ 2.00 % 1" HDPE 3 .46' OFCa \ 2.00% 15' HOPE \ @.00% 435 \ 435 7 2 8g 1 ' OF @350 HD P F 4 430 405-430 15" HOPE @ 3.00% 425 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 13+00 13+50 \ \ EXISTING 445 GRADE 445 440 PROPOSED \ 440 GRADE \ 3' \ 435 MIN. 435 403 430 403A 106.66' OF 401 430 15" HDPE UH 38.9 'OF 15" HOPE E @ 0 70% OP 18 HOPE 15 0. @ 0.77/" 425 425 420 420 9+50 10+00 11+00 STR 404 - STR 400 510: ES-1 for 24 inch Pipe STA 10+06.08 TOP 485.95 INV OUT 483.70 (509) aa. VERTICAL P SIDE OF CRC POURED CC NDISTURBED -410: MH-1 STA 12+10.69 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 439.72 (409) 10+00 11+00 12+00 12+50 STR 420 - STR 410 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 506: DI-31B 6 ft Throat 0 o STA 10+71.64 0 0 __to .c 0 TOP 487.17 tcoo m N INV IN 482.29 (507) 0 ry m Co Ci �o INV OUT 482.07 (505) Cj o co CO CID om m t �co o^ m504:ES-1for24inchPipe CN CD0� m�+aoF o�Ci 0az _ STA CD v 0 p ZZ 0� a. oO> °DS_ cO- > U)rnHzz INV IN On nHzz a aqann Sno� 490 490 EXISTING PROPOSED GRADE GRADE 485 485 509 1.5' 480 19.58' OF 507 505 480 24" RCP UH 12.56' OF @ 2.00% 24" RCP 24" HDPE CLASS B @ 2.00% @ 2.00% 14" ATER LINE 475 W/ ASING 475 PE SUPPORT ON EITHER SING. VxT (F OTPRINT) CRETE SUPPORT FROM BADE TO BASE OF PIPE 470 470 12+00 9+50 10+00 11+00 11+50 STR 510 - STR 504 EXISTING GRADE 495 495 PROPOSED GRADE 490 490 LINE 3' MIN. 1.5' 485 RAIK 485 601 480 62 480 24" HOPE @° 2.00% 475 475 9+50 10+00 11+00 11+50 STR 600 - STR 168 0 50 PROFILE SCALE 646604040f�+ pLTH 0.4; d CLINT W. :o77S FFLET �•e Lic. N S4380 :gyp. 10/26/2020 m E 0 0 a u N � N C > E w v E i N v 3 ¢ LL i 3 w O < j i52 J -u M (7W NV w 30 Lnx 9i 6 LL oR �v ti = N F U > �Lri m N � M a� o w � H 0 x c� 0 x H 0 w w_ x U z 0 U) 0 0 am O oc AL z 0 Lu v Lu 0 W W W W ul Lu ODUODU > j > j 0 0 0 0 wwww aaaa ti in ti in LU > > > W W W W DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLE7T SCALE AS SHOWN 1 W > W a _j J J LL 0 z 0 Jw m WJ Q >O LL W� Q o W U) 0. 0 0 0 2 ,0 V / JOB NO. 40919 SHEET NO. C7.03 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 �4000404000 r �pLTH 6Frrr CLINT W. Z: v m u�7S FFLET >� oLOo r; ui COi t to M . Lic. N S,J[1S 4' L "LO v v V v 1012612020CD 00r cO MTOO WHOM O ( 00 V CO � m�co M O lM Sr/��S' m CD '1 m �00co M 7 �� CNONAL V NOOM O V co + c� CO o a 7 F � + 00 H � co v F ,rrr� m < m m povto O pavZ Z 0 ovZ O O�v? Z o o t CD t M ��O> ��p» > MHO» Lr) 0z H N �cn? �(1) -zzz �cnP?? �U) ZZ v o CO o cO 475 475 co o °D 208B: DI-2B 6 ft Throat o mo�"rmN �ocn� °�°o00't STA10+29.71 N c'+�F N+mav Do+�H TOP436.33 a o Oo�=O oo�Z Q��p INV IN430.13(207) v E Q a > "t (L cc) > INV IN 430.13 (207A) Oz �c~i�Ozz z wmr? INV OUT 430.03 (207B) H_v v 3 455 455 445 445 ¢ LL o 3 PROPOSED p LL — w 0 `mom-i-i 0' W L M a_j V00 Z .J. — u O rn C7w rv� a w zF? v 30�Q w oR my O L ti ti i C" Z "" V> 1O O W W W W wM � 0000 H > > > > Ca 0000 a a a a O O O O O W W W W = ti ti ti ti (7 >>>> 0 W W W W 2 F 0 O O O rN w N rN O w uj ~ ��ko a v o z c O in DATE 10130119 0 } DRAWN BY 1. FOX • DESIGNED BY g+SSTR 144A - STR 144B 00 9+50 10+00STR 156 - STR0154B 2+00 9 SSTR 208A - STR 208B 00 • C. SHIFFLETT • CHECKED BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • C. SHIFFLETT 5 • • SCALE AS SHOWN 0 0 50 PROFILE SCALEuj '^J Ica0 M 0 Q V F N M Q V N 210B: DI-3B 6 ft Throat $ ry 224B: DI-2B 6 ft Throat � V 0, m9M� STA10+32.00 m9M STA10+29.79 m9iv CC) CD + o F TOP 440.35 TOP 446.84 0+ o + Li v �I INV IN433.24(209) oov] ( ) ooutZ) ovz INV IN 442.37 223 v o v — z ` Qo � � Oj INV IN 433.97 (209A) N � � Oj INV IN 440.98 (223A) 04 i i Q� LL > > O> c\l m H z INV OUT 433.14 (209B) N co z INV OUT 440.88 (22313) v co H ? v m H- — Z Z 450 450 455 455 455 455 LI 1 w/ z li w Q � > w a w J_ O<" a ZO J m W a R v >LL }O LL W ~ a O Z Q 0 O N I I I U NI o 0 o Qa 3 O m w OJ It a 5 J U O U 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 O 5 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' m VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 a 0 0 c JOB NO. 5 co PEN 40919 y SHEET NO. c� C7.04 9PROPOSED 8" WATER GRADE EXI TING GRADE PR POSED 450 G DE 450 3' MIN 445 1 � 445 " WATER 143A LINE 2.70' OF 5" HDPE 440 1.0 ° 440 435 435 430 430 445 445 EXISTING GRADE PROPOSED 440 GRADE 440 3' MIN. " WATER INE 435 435 430 430 209A 32.00' OF 15" HDPE @ 1.00% 425 425 � EXISTING GRADE 470 470 G DE 8" WATER 5' LINEimi IN. 465 465 3' MIN. 1' 153C �06�OF 460 1 1 460 155 @2S0j 1 S2S OF "HDpE 37.80' OF 1@ SANITA Y 2.5 0 2 p� E PIPE 13 12 455 455 450 445 450 445 450 450 EXISTING G DE 3' MIN. 445 PROPOSED 445 GRADE '2 8" WATER OLINE 440 440 I 1.7' SANITARY PIPE 42-41 223A 29.79' F 435 435 @ 1.00° 430 430 440 440 EXISTING GRADE 435 435 PROPOSE 450 GRADE 450 \ EXISTING \ GRADE SANITARY PIPE 33A-33 445 445 8' 3' MIN. 411q 440 56'83' OF 440 DpE @ 2.00 435 435 430 430 L MANHOLE 16 STA 10+00.00 TOP 492.72 INV OUT 486.37 (16-15) nnn 60" INT. DROP MANHOLE STA 11+14.60 15 TOP 491.81 INV IN 484.94 (16-15) INV OUT 478.39 (15-14) MANHOLE 60" INT. DROP MANHOLE MANHOLE MANHOLE 60" INT. DROP MANHOLE MANHOLE MANHOLE STA 24+37.81 STA 13+19.41 STA 14+38.64 STA 17+46.90 STA 18+04.68 STA 20+30.74 STA 20+95.62 9A 14 13 12 11 10A 10 TOP 446.28 TOP 483.66 TOP 478.04 TOP 464.26 TOP 463.22 TOP 456.99 TOP 456.09 INV IN 436.32 (10-9A) INV IN 474.81 (15-14) INV IN 470.52 (14_13) INV IN 456.56 (13-12) INV IN 454.49 (12-11) INV IN 449.53 (11-10A) INV IN 441.09 (10A-10) INV OUT 436.12 (9A-9) INV OUT 474.10 (14-13) INV OUT 465.81 (13-12) INV OUT 455.65 (12-11) INV OUT 454.05 (11-10A) INV OUT 442.38 (10A-10) INV OUT 440.60 (10-9A) 616TIl 495 495 490 8" W TER SERVICE 490 HA, 3.5' MIN. 1.5' <DEPTH MAT MIN. \ 485 1 -_15 485 114.60, OF STORM 8.. SDR_26 PVC PIPE 163 @ 1.25% STOF 480 PPE 61A PROPOSED 480 STORM 8" WATER GRADE PI E 167 MIN. 6 LINE STORM STORM �� PIPE 161 PIPE 165 15-14 475 04. - 1 1 475 DR-26 PVC _ IN. - - WATER SERVICE LINE TO 1.76% \ - - FHA, DEPTH A PPROXIMATE \ 11g14-13 STORM PIPE 159 470 8 CAS 3,OF \ \ 470 3.00% 1p \ 8" WATER \ STORM LINE \ PIPE 155 - 465 465 \ STORM 8" WATER ` \ PIPE 153 LINE \ 460 3 13 12 1' EXISTING 460 C(gsS MI STORM \ GRADE @ 3.0poo /P PPE 153E \ 1 MIN' STORM / \ \ PIPE 151 \ 455 I 455 2-11 57.78' OF 1 MIN. / \ 8 LASS62 \ DIP @ 2. n �� 11-10A 450 26.06, 450 -ASS 52 DIP 2.00% STORM 8" WATER LINE PIPE 147 STORM PIPE 501 \ 445 J J 445 1' OD 00 MIN. W (q Lu STORM Q n Q N 10A PIPE 139 w N w N 440 6 .88, O Q Q 440 �° SS 52 DIP 2.00% 10' A: 342.19' OF -� CLASS M N. cn cn cn 52 Du \ the Iron ' 435 435 00 13. �M JfcccNO2co �J (o W (o � � N WJ o Lu O LLI + 430 Q a N Q N a N 430 (n W > >> (n> > U)> In> In In (n t'n to 425 425 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 8 +00 ST R 16 - ST R 9A HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 19+00 20+00 21+00 22+00 23+00 24+00 25+00 fb�t66040400 pLTN �j 000 CLINT W. :o77S FFLET �•e Lic. N S4380 :gyp. 10/26/2020 ^� E 0 0 a U N � N C Q O > E w v E H-wv3 ¢ LL o 3 p LL J U 00 W J -N .. rn ULU N V U cr 3:0 nX �� LL pR Ln = N F U Q c L^ 0 N � M O W � H- no O oc H At z O a_ U Lu Lu 11'AtiUlti O W W W W > Lu ODUODU > j > j OOOVO W W W W G d G d ti U" ti u, Lu Lu Lu Lu W W W W DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLEIT SCALE AS SHOWN W 0 W Lu LW 0L c) 0 0 2 ,0 V / a w J Q Lu m J Q LL O O U JOB NO. L 0 50 PROFILE SCALE 40919 SHEET NO. C7.05 64pLTH �jFy� CLINT W. %: 7S FFLET >w �•e Lic. N s43ee lv�t 10/26/2020 �V �IL 0000NAIL Ike MANHOLE 8 STA 12+76.40 TOP 438.41 INV IN 430.47 (9-8) o Eo MANHOLE MANHOLE INV OUT 429.19 (8-7) 60" INT. DROP MANHOLE DOGHOUSE MANHOLE N U STA 10+00.00 9 STA 11+46.06 MANHOLE STA 15+86.96 6 MANHOLE MANHOLE MANHOLE MANHOLE r[NNV 99.80 a o 9A TOP 442.30 STA 13+28.62 TOP 430.63 STA 16+39.47 STA 19+02.38 STA 19+78.11 STA 21+52.38 .04 > E TOP 446.28 7 5 4 3 2 v E INV IN 436.32 (10-9A) INV IN 434.30 (41-9) TOP 437.98 INV IN 426.44 (31-6) TOP 427.36 TOP 422.25 TOP 419.51 TOP 408.51 99.33 (2-1) INV IN 433.20 (9A-9) INV IN 428.41 (8-7) INV IN 419.51 (6A-6) INV IN 418.52 (6-5) INV IN 414.38 (5-4) INV IN 413.04 (4-3) INV IN 402.38 (3-2) 98.70 (EX-1A) H_ w N455 INV OUT 436.12 (9A-9) INV OUT 433.08 (9-8) INV OUT 428.21 (7-6B) INV OUT 419.31 (6-5) INV OUT 418.32 (5-4) INV OUT 414.18 (4-3) INV OUT 412.84 (3-2) INV OUT 402.18 (2-1) 435 8.70 (EX-113) a LL o a p U. 0 Ly LM a_j Uoo z w -u O rn C7w rv� a w zF? v 30�Q w oR �v O IAA L -- � Ln S ry z "" V> 1O O W W W W ~ c rn wMLu ODUODU 0 0 0 0 O O O O O W W W W = ti ti Lu > > > � wwww F 0 O O O N w N N N O a v r z O 3 TT:::r4 - n DATE 10130119 O DRAWN BY J. FOX • DESIGNED BY 5. cr • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • • SCALE AS SHOWN OF J Lu ((D V 11 J 1--I I 0 w/ z li w a W a Lu J 0 O Lu 1 J LL W Q W Y LL a > o a w Z J a �0 o N I I I U 0 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 �/W STR 9A - EX 1 I..� _o HORIZ SCALE: 1"=50' Q a VERT SCALE: 1 "=5 3 w J 00 a 2 0 U D 0 3 5 N �I 0 0 5 0 OB NO. PROFILE SCALE 40919 y SHEET NO. C7.06 60" INT. DROP MAN OLE STA 15+ 6A TOP 4 F INV IN 424.91 (6 450 IN OUT 421.40 ( A-6) 450 MANHOLE STA 14+55.00 6B TOP 434.78 INV I 426.63 (7-66) INV OUT 25.77 (6B-6A) 445 _ 445 W TER SERVICE LINE\ / D PTH APPROXI ATE 440 440 � 8" W TER 8" TER � LINE PROPO ED LINE GRADE :fj STORM 1 MIN. PIPE 213 3.5' MI 435 435 \ 1469os9 F STORM \ 8°SDR-26 PIPE 207 \ 8" ATER � 2.Opo / VC 9' 130. 1' STORM LIN "WATER 430 $, OF MI \ IPE 203 430 qJ O qJ O d' M 1-- qJ N O C Z.O PVC \ 1' LL � LL �+ � + co + LL � Co 8 5�•2 7 ' OF M�1V _ 1 5'� �-----"--EXISTIN�J��8"CLAS52IP7-6M iRm' N.GRADE °126.38'OF_��425QQ�Q@1.0j$"S z 425 �� N� � � �� J Q COJ N � MJ N � JIn � co J(O � ao �1.2 % 68.94' p PI E 107 \ � of v ri v $" CLASS 5 DIP 1 I- Q �Q �Q420 Q�Q��Q�6420 ul) (n (n fn (n f� (n (n fn J f/i N CO � 00 J a0 N O J Ng O J NQ Gt] (O J Q O � $., 3, 0Z, OF �_ cn cn <n cn In q � o S \ w N � lil � o W W N w� @ 3 2 PVC 5 8'S J � � J � �Q a J � a � R-26PVC � Q Q Q � Q 1.50% 5-4 \ 415 415 PVC �� o � oo � � � � u @ R 0 /0 4-3 \ � LOW + Q N Q N 8" SDR_26 VC \ 410 � Q � Q @ 1.50% � 410 W W � \� Q Q � 2j2 \ \ 405 � � Q o @� 26 OA \ 405 � 0% C cn cn 400 4 2~ 400 op s 600 AVC 395 39.i 390 390 L r �pLTH 6Frrr CLINT W. Z: u/yS FFLET >� bs bLic. N S4326 10/26/2020 rrr �000-NA �N�,,,, M E 0 0 M U N � N 0 > E w v E � w v 3 Q U. o 3 p LL - w 0 O W L M a_j U00 Z w -u O wi MANHOLE U' W w r� a 60" INT. DROP MANHOLE z 0 - In v STA 15+g2.37 x 33 STA 12+73.04 31 TOP 435.01 q� LL w TOP 448.74 INV IN 430.27 (32-31) o R ti ti INV IN 444.58 (33A-33) INV OUT 430.07 (31-6) U-)U > ° O w w w w INV OUT 441.84 (33-32A) 60" INT. DROP MANHOLE ¢ u cn MANHOLE MANHOLE MANHOLE 6 STA 16+64.94 ° N w 0000 MANHOLE STA 11+80.23 STA 13+33.40 STA 15+04.10 TOP 430.63 w M u U U U U STA 10+00.00 34 33A TOP 454.17 32A TOP 447.45 32 TOP 439.75 INV IN 426.44 (31-6) J TOP 462.18 INV IN 448.49 (3400 -33A) INV IN 440.63 (33-32A) INV IN 431.79 (32A-32) INV IN 419.51 (6A-6) INV OUT 452.10 (34-33A) INV OUT 448.29 (33A-33) INV OUT 440.33 (32A-32) INV OUT 431.59 (32-31) INV OUT 419.31 (6-5) O O O O 465 465 a a a a 0 O O O O 0 W W W W = ti ti ti ti > > > > W W W W o a o a MANHOLE _ MANHOLE MANHOLE STA 11+46.06 o MANHOLE 42 STA 11+30.23 STA 13+53.72 41 9 TOP 442.30 o N rN N ryp STA 10+00.00 TOP 452.76 TOP 444.56 INV IN 434.30 (41-9) F N N ry 43 TOP 457.84 INV IN 445.01 (43-42) INV IN 435.65 (42-41) INV IN 433.20 (9A((-9) x ¢ ^ o N 460 INV OUT 451.52 (43-42) INV OUT 444.59 (42-41) INV OUT 435.45 (41-9) INV OUT 433.08 (9 8) z 0 � O O n DATE 10130119 0 DRAWN BY VIP J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY LO LLJ • C. SHIFFLETT SCALE AS SHOWN �• cn (�� V ul HI IOf w/ z 1. li w Q w a W J 0 O J w ry 9+50 10+00 11+00 12+00 13+00 14+00 15+00 m a Y STR 43 - STR 7 LLJ LL HORIZ SCALE: 1 "=50' > }0 e VERT SCALE: 1"=5 W z J ci O N I I I U NI � � 0 O Q a 29 9+50 10+00 11+00 12+00 13+00 14+00 5+00 6+00 7+00 7+50 3 STR34-STR6 N HORIZ SCALE: 1 "=50' w LL VERT SCALE: 1"=5 0 0 It a 5 0 U �i N 0 O0 0 50 5 PROFILE SCALE m 0 a 0 0 c JOB NO. 5 co 40919 y SHEET NO. a� co C7.07 EXISTING G DE 460 � 460 455 8" WATER LINE � 455 STORM PIPE 417 \ 1' MIN. \ \ 450 18p4-33q 450 DR-26 PVC � 8" 1IVATER @ 2.00% 3.5' MI LINE 9 3q'33 \ 445 8 S " BjOF S ORM 445 QJ Q'o��N r J � J N J tT J � @- 6pV Op°1.5' 1.5� PI E 113 MIN. Q o� o Q o Q� Q� MIN. MI PROPOSED J � � � J STORM GRADE 440 � H � H � Q � Q � � PIPE 411A 33 6 32 440 � � CLASS � � � u � J O J J In J 5 O@ 2.00° DIP ��n Q Q c+� � \ 8" WATER co � D:r� LINE W O W W O W ~ c0 _ � \ 435 Q� Q+ Q N N 1.5' 435 rn Q v Q J c� 8" 7j0> �32 MIN. / � cn � � cn � cn N lY c� � Sin,, 0 (n (n (n cn fn cn fn O W M W W O \ @ 26 SOp fn �+,� H M H I- M AV 430 Q � Q � � Q 32-31 \ 430 � � � � � �SDR-26 PVC cn cn � � N � W � v W ao W � @ 1.50 % �\ 3 �J V SOR OF H OH J �J J � opVC 425 425 (n > V% (n (n (n (n Cn (n � J (n � (n JN � f� LL� JInJM Q (Y W � W N N � � � � � H H H I.- � Q� Q�g� 420 � � Q � Q � Q 420 415 415 410 410 PROPOSED 1" WATER ERVICE LINE, G DE DEPTH APPROXIMATE, 455 455 EXISTING Z&5'MIN. � GRADE / 450 \ \ 450 43 PIPE 225 \ g„SO02 0 \ @ \ �p�p �' MIN. \ \ 445 445 - ...STDRI�1 STORM PIPE 223A PIPE 221 STORM PIPE 219 440 _ 440 �N�CO O 1' W +W� � WMW + MIN.. 1 J� J J J M I �Q�Q"??34�� ? 435 435 � � (n (n � fn (n � J�J �JOJCO cfl � v, JN � J� � � u? @q?6pV Op/ C 41'9 76.4$� (A cn (n cn co o a o ° I W o W + W S W CO W o W o 8°SDR-26 VC Q�Q�QNI- �J N � QN `- Q� @1.50° J � Q � J�� J J 430 430 V1 U1 � U1 � V1 425 425 L TIE TO EXISTING WATER LINE. VERIFY LOCATION AND ELEVATION. - W W NOTES: > > 1. FINAL SIZING OF CASING PIPE WILL BE DETERMINED BY ACSA PRIOR TO o v 0) �°'o CONSTRUCTION. H 0 ,l, p o w o 2. MJ FITTINGS SHALL BE BUTT FUSED DIPS FITTINGS. NO N o Q o W o ~Q ELECTROFUSION COUPLINGS WILL BE PERMITTED. >< Q (DQ m Q O Q 3. STORM PIPES 171 AND 507 SHALL BE CONSTRUCTED WITH A STICK OF 505 (V m (V o iv n 505 PIPE CENTERED ABOVE WATER LINE CROSSING. z Z Ow �m Q IJ 500 Q mv 500 w�Q EXISTING g 06 U) —., GRADE 495 495 PROPOSED GRADE 490 490 12" rLASS 52 DIP 485 WATER LINE 485 480 \ 480 14" DIP DR9 PE4710 WATER LINE W/ 30" OR 36" DR17 CASING DEFL CT HDPE 475 475 060 H Z Z m OJ N Lo QVn i Qi vrn U H Z W N o) IyJ LL'i CO N W rl II HORIZON ROAD INTERSECTION M. + ~ '6 II r T - r � STA 13+46.20 0 0 W N 495 O 2 CV F CV F- fV I_ In fA , In cfl fn W 495 � V EXISTING ` a II � GRADE�� PROPOSED _ _ _ — — — w / GRADE !n W / 1.31% 12"X8"CROSS 490 > // 490 / 3.5' MIN. STORM STORM 16' PIPE 171 485 PIPE 507 485 12" CLASS 52 SANITARY 0.5' DIP WATER LINE PIPE 16-15 MIN. 1.5 VERTICAL SUPPORTS, BOTH SIDES OF WATER PIPE CROSSING STORM PIPE 601 480 14" DIP DR9 PE4710 WATER LINE 480 W130" OR 36" DR17 CASING DEFLECT HDPE VERTICAL SUPPORTS, BOTH SIDES OF WATER PIPE CROSSING 475 475 o p r�� cocy) W v� �N �m co 00 vco ' v' v � a v � v' v't qT 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 14+00 14+50 0 50 OLD LYNCHBURG TO HICKORY WATER LINE PROFILE HICKORY STREET PROFILE SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 O \ \. + � \ I b II I I Il;ll;; l 1 \ ' \\� � _ � \\ \ � �• , I �, \ \ I I , + It II;'II;IIIII \� / I, \ ' / / / / �\\ \' , ' Ii1((��0 �I' 9 IIIIIIIIII II4 l \' o' / 5�� \ \ 1 1 S\ \\\G \ �'� / 1 OQ`y ----''- \ v ' II III ,II111 , 4 pp V I I C); I /I 1 I I111 � \ /,' 1 1 1 1 I I I , \I \ \\1\I\ ,' ,---- _- tltlI.�4./-tom i \ /, ot I / I p I // I'o.._ /I+ // \i\—L LL— I 1 I N \ I I / \ \ \ \ I'' _ -v-- ( r� _ 4 \ \ \ \\ I \ I O F /I I /1 �¢<\/ / '\ `\ \ \ \I \ 496 I I I I II / 1 I i I I I 1 1 1 1 I I I I I I J — 11 I 1 I L — cV 1 I \ / _0 N ( O/,NN OJ/ r —n I I I \ 1 I ' I I, I ! - / \ — =i/GP` \ \ \ \ i N S57°26'02"E/ 297.7b' / ,�•- J o \ \ 275.67' , I I , \ I \ c 1 -\~^j> \ \ \ 4 I 1 1 I I I II I I I\ 1 ��! -�p;L I \ I \ I II N Q I\ \ 4gA \ I I 1 I ' I , I I I 1 I\ I I I 1 �1 ' �o-1ii�+�' i 4� \Ji 0(- I I /''/ \\ \` ,I 1 1 II . II _III / I \ \. \. \ �` \ \ \ , / 1 / \ , , 4 1, II \1 I I 1 I �- t!► , c�P�� -�, / I r P I \ I\ 0 1 1 I h1 �/— I 1 O\ 1 I �L. JI ,I h�/-1! / ! I II N " / � � - / \ 1 I 1 II II \ / / \ 1 \ I i\ \ \ \ \ , m 1 I \ . \ 11' l/Gp o+ N III \ I� 'I I \ 1 1 I I \� I / I I I I of 1 �/_ / \�• \ - \/ _ `� — — — — — — — f, \ \ \/ ' ' I III �� 11 ` \ 1 I I I ', 1 Ito- a I _--- .�ANIt �-� p , `\ ` , / / , i ', 1 \ \ \ \1 N--I-I- _ \ I I I _ / 1 r \ \ b� w__ \ 1\\ o lIl' \ II \\ 6� i \ \ 491 \ I I 1 1 I \\ '\+p�`\'1` 51l I1 cP. Ai9 �-i , \ \ I I \ \ 1 \ �S" I I �19 1 i \\,\\,1 I1\ I �, � \- ,1 /, / / ' II I I \ \I.1 \ , \ `\ 'il I IIII j I I 1 1 \ /,I �� 490 \ v \ v � \ I ` II \ \\ � \ / � I ' o+\Yv JI +00 -p 1 /�f \`I\ \,\ \` \ I _ _ - - - - ' 10+50 _ I\ I I I II i ' II' I 11+00 I I r I I' I I I\ Q "I I \ l I 1 1 1 g2.� I II I II ,I I I � \ `n 111 _ 490 . 4 \ 1 \1 I I 1 I ; I I , I-\- I °- \ \ \ \ \ \ 1 111\\\\` I\ _ - -' \. :0.$�'.. _ J , I I I II I \\ 1 \ \ /, / 1 1 \\-- ��'¢� 4 A - 49� r /l �I \\\ \ \ \ 4g --- _ _ 2+ / Y / I I I I 0 \\� ,\� \ \ ,4g24 50 / ' / I I I I I I I 1 1 1 \ \ M� I \ \ \ \ \ 1 _ • .,. U 3+0 492 / ' I 1 1 I \ ��\X CC , _ y' , / / / / / / / i / % �n _ ,SCAlE y�r % ��` r _ r o) I , \ \ I 1 - \ —=- U�4� SPA y d I SAZ i' - - - fb�tpLTH ()416040400 F0'd CLINT W. :o72S FFLET �•e Lic. N S4380 4p 10/26/2020 ' i o •h;S1-O!1AL t!.% M E 0 o N � N C > E w a E wv U"3 ¢ , 3 p LL Lu �_ UOMo W J —N M C7W NV w v 30Ln 'x �_j LL pR v Ln = N = U > F Q c Lr; 00 N � M Lm z O a U Lu Lu 11'Ati'�Ati O W W W W > � ODUODU > j > j O O O O W W W W G d G d O O O O W W W W ti � ti Lu > > > W W W W DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFF1 E7T SCALE AS SHOWN (LJJ V Q H� I Lu a U) LL!LL W a_j J OI '< J m � W o a LLI Q 0 0L LJJ 0^ IJ O O 2 O U) JOB NO. 40919 SHEET NO. Co. 00 c a i L TH HIGH PT STA = 10+64.99 w HIGH POINT ELEV = 491.24 wSTOPPING SIGHT DISTANCE = 267 Z PVI STA = 11+10 z PVI ELEV = 490.34 W A.D. _ -3.00% IX O v K = 30.02 U) C:) 04 rn 90' VC ++ + v O(DQ + Q o dQri T !/1 d1 (n II a III i 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 AQr (1) LLI Lr) O > > X Q r 00 2p0% CO m wU) H- v I \ w U 490 490 \ul w LL 3' 06 485 > 485 \ O) \ 1 L04 N \ \ 3.5' ~ 480 STORM MIN. Q 480 PIPE 163 QO Ho U PROPOSED \ GRADE 3.0' ro EXISTING \ C = w 475 GRADE — — \ + rn LL 475 V > 0 —' U U_ iD co STORM m co \ pMj LLi W c') + 00 + PIPE 159 \ \ c6 1-- t- � 470 rn 470 SANITARY PIPE c+D c x Q (3 Q PIPE 14-13 CD-1 DEFLECTION, - oo U) 'oD C/) 8" CLASS 52 DIP TYP II II WATER LINE U w w\ 465 \ 465 CD-2 \ \ STORM 1 \ 460 PIPE 155 CD-1 460 3.0' TORM PIPE 153A \ 1' \ 455 455 SANITARY STORM \ PIPE 12-11 PIPE 151 \ \ �'450 450 STORM PIPE 501 445 1 1 445 SANITARY PIPE 1OA-10 440 440 V V V V LO LO LO TO TO TO TO CDIt r M 0) V CDLO O l0 N (h (0 () t O cr) 000 of Crj N pD CO M pD C) Nt M co V' i0 O p N (D CO CO N c) r N rnN O m rn !� m� M of r°O m � 0 r`� no') 0 "T m r`� N r°D 0 N �� r O rco r r rr`� N �°D r O �� Q r- cow V cc N cow O Ind (D V In O °D Ind LO In L0 v v V v V V V v V v V y 7 y 7 y 7 y 7 v 7 v cD v 7 cD v 7 co a V v It QD v 7 v 7 v 7 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HORIZON ROAD BEGINNING - STA 19+50 HORIZ SCALE: 1 "=50' VERT SCALE: V=5 / 1 - rd ^—y-1 t - — I I ' / � 1 II \ \ 1 1 ft'm N t VE M m 0 50 PROFILE SCALE 17+00 18+00 19+00 19+50 9+50 10+00 11+00 HORIZON ROAD STUB OUT WATER LINE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 o \ ----- - - - - -- \ \ \ 17+50 ' ,-- ,' ------ NVS 1 IT r- i, Ij -rLT'J"-r I (' Ix I - Sb6 SCALD '( =40'/ CLINT W. S �LE Lle. 10/ 2612020 , 1Sys G 0SY-0JVAL M E 0 rn u N � N C > E w v E w iu 3 Q LL 0 3 p LL — w 0 `mom-i-i q_j UOMo M (9W N� U mr 3:0Ln 'x 91,2 3 � � Ln _ N = U > F rn N � M o w Lm N N F ,moo DATE 10130119 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN 1--1 uj ( V J J H-I I LU Q v ) > w LU a J_ O LL J m 0 W LL a w Z Q o � L 0.LJ I) O O 2 O U7 JOB NO. 40919 SHEET NO. C8.01 L ry O a Arn I— w cn of U W H IY z w z J Z � J J_ = M cn w Q Arn PIPE = Z + J f+ DEFLECTION, �P' 06 W Q< L W POINT S = 25+69.95 II Q EXISTING GRADE 0 U U L W POINT E EV = 438.26 a "I 455 / \ > 00 o 0)cn o N p + 4 40.13 455 3.5' \ of c0 PVI ELEV / 3' \ w � N W N N MW N- c+� N +cr) A.D. _ .38 /o O N N X Q Q QX <C>7 Q K= 39 .00 r- W 000 0000 1.9' / 00 (n co (nao lnao 150' C W 5D /) o N N 04 450 X J13' N N co cn 00 U) 00 V) O CD-1 cil W W PIPE 45 8" CLASS 52 DIP v 445 WATER LINE 1.2' STORM U W _U _U > N > = o c� N 445 STORM PIPE 137 > > co (� to v PIPE 501 STORM \ m m to N� r r PIPE 143A 2.7' — — II II a Q a / _ PROPOSED Q y GRADE 440 CD-1 440 SANITARY / 1.3' PIPE 1OA-10 / CD-2 \ U _STORM °� ` y o/ PIPE 133 STORM 2 \ 435 j _U pp > Lo > 06 r PIPE 211 \ `2 5 0 435 CD-1 \ (nN u)N cnN \ a = a a STORM W W W SANITARY SEWER PIPE 209A 1.3' LATERAL, DEPTH APPROXIMATE, TYP. SANITARY 430 i PIPE 8-7 .2 430 STORM W U w W Lo � W U 00 W c'? to OD W U o N W U 0° W N U rn cl? W (-)0)(,)— M W o W U 0) W c'? U N W Oo U— o i i PIPE 207A STORM\ STUB OUT FOR > _U f� Lo > 1� rn> _U O > O Ln > W N > N — o> d' o > 00 — > LO m % N o % O — o > � o W W oo W W PIPE 205 FUTURE PHASES + = + = + IY + + Ix + + � + �' + w + of + w + � - � SANITARY 425 LLI cA N (l) LU N N N U) Ill N M U) M N LU 11) � N U) N N (A 04 N U) N N cA 04 Lo 11) � (nn Ill N N � U) N o > r > > W C) PIPE 6B \ 6A 425 _ Q lY — Q ILL t Wcoww t t >0°W(fl N t \ W� �(n W�W� �U) W� H'(n W� �(1) W �U�(1) W� WI �(n�U WI— WI— �(n WI— WHWco U)�_U) nN (n N(nN Q' +(nN \ — a a s a a a s a s a a s Ir a a W a W N w a STORM �� IL�W (n wawa PIPE107 ~ �� 420 420 O co (.0 00 O N W t' Cif V cl) Ln N 0) O co V (D O N M CO r N co W r °O N 'd' .� � O W� CO (fl Lq N co N (O O O �`? Lo � m O Lo r— LO LO Ln LO (9 Lo LnN L() Ln In� N M O v (O °O M f� r M - O L(") r 7 N N 7� N vO O va0 W M M (D I� cl) co N CD M M f� LC) NM M m NN v lt It v LD v It L0 v It LO v v V v v v v 7 v v 7 v v V 'T v V v v V v v v v v M v cl) v 110901I11 22 i � I _ / KING( rr�A' IF VA 11 AWE pppppp I I IIII'II / INS 1 II, pu 1 0 ' amplaw Ito I MIN H�`�h�a\\��i��x■��.��.-�. m� -_-�r�a11E:IL�nF�, IIF ORMI I � Nomel% III 29+00 0 50 PROFILE SCALE TH CLINT W. S FFLET Lic. N . 54326 10/26/2020 , �s �6%C, ^� E 0 rn $ N � N Q O > E ai E w 3 � w v Q U. o 3 p U. — w 0 `mom-i-i O Lu L M a-V°o Z Z�j—Lr; O rn C9w Z�"� v �oLn w oQ ti ti v ur)i ry V > 1O Z O W W W W m wM Lu 0000 o w 2 2 2 2 O O O O 0 O O O O O = W ti W ti W ti W ti > > > > � W W W W O O O ryO F 0 w N N w ~ zll DO a v o z O DATE in 10130119 O Y IL 10 br -- - - -- \-- - - - -- I`I of I I\ 1 II10 cr 0 ol to / Nbg I 1 1 1 1 Nbg 1 01 1 / 0 / /0 0 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN Lu Q HI I w a C/) Lu a J_ O LL J w O m W o a w z Q O W / lo C) O O Z O JOB NO. 40919 SHEET NO. C8.02 c a c a. 00 o� 0 �z 20 o � m 6 N y a0 0 �v C7 3 Z 0 m O � � a 69 � E n N c .2 Y � y X C 0.0 C y N C E O Ma 10 'a 0 �o w � C 2 �N N C C (°j 0 nE N Ol F E L H w 10' vC U K = 2.00 A.D. = 4.95% Z PVI ELEV = 442.48 - PVI STA = 10+27.99 o LOW POINT STA = 10+27.04 Z a LOW POINT ELEV = 442.54 O + BVCS = 10+23.04 tV BVCE = 442.58 IEVCE O Q EVCS = 10+32.94 AM r (n = 442.62 27' VC K = 30.00 A.D. = 0.92% PVI ELEV = 446.08 PVI STA= 11+50 LOW POINT STA = 11+36.26 LOW POINT ELEV = 445.67 BVCS = 11+36.26 BVCE = 445.67 Q EVCS = 11+63.74 LLL EVCE = 446.61 06 U W U W HIGH PT STA = 14+84.61 z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE = 152 w PVI STA = 14+72.23 U co PVI ELEV = 458.54 _j 0 A.D. _ -5.83% W + Ln K=13.00 �Q 'I �76'VC- N � N dF5 (� 1� N t` LC) Lo Lo (D - (D Lo M + oD (n + rf c+) 00 co I- co + U) V II Wm We Wm W�WN V' 11 II 1 W + W + W + W + W + II II fn W ~� ~� ~� ~�~� (A W �Q U U 460 460 X~ X~ X~ X ~X ~ Q fn W W 00 U 00 (n 00 U BO (n 00 U m m \> 0- PIPE 1, o B DEFLECTION, TYP. i /CD-1 3 455 m 455 No EXISTING PROPOSED / o GRADE GRADE / a °lo MIN. 1.3' 0 c)C0 Q - \ 3,CD / M U / \F 450 o / 450 C5 / \ II 11 / PIPE \ 1.4' > DEFLECTION, SANITARY U) I I / NP' \ / 8" CLASS 52 DIP STORM PIPE 34-33A 445 > > / D-1 3' / / STORM PIPE225 WATER LINE PIPE 417A 445 29 � 00/ 3, STORM PIPE 223A SANITARY SEWER 11.2' LATERAL, DEPTH 440 CD-2 3' 1.3' 113' Wo APPROXIMATE 440 WOWo W°0 Wc'� Wo Wo WD W(n Ua? UNUN Up U� U� UN 0U� U�? 3 88' STORM � ti � p � o � o � � � ' 5 ( � 00 � LO PIPE 221 + + + + + IY + IY + w + w + LU WNWN WN LUm Wc7 Ill c°) Wc°M W V 435 STORM (n� 0 � 0 � U U� (n� (n� (n� U� 1 1 435 PIPE 215 W I- W S W W W I- W I- W I- W� W I- U U I-U 1_0 HU I-U I-U I-U I-U SANITARY 3 3 PIPE 9A-9 430 430 r- VO (O (, O� N� 70 Om V 00 000 07� 7LO N� MO vcl) v 7� v IN 1,4 t v �� v NT06 vNt v� vIt "T vL " LO v'n �� vL vU-) �� vLr) �� vLO 15+00 16+00 16+50 0 50 PROFILE SCALE TH CLINT W. S FFLET Lic. N'04.54326 10/26/2020 , LDS G r� �ONpI V-964�' M E 0 ° u N � N C > E v E w 3 w u LL 3 O LL O W o N ti W L M a� Voo Z w -u O rn 19 w w v zF?Q v 30L w oR =v Ln i c ry V > 1O Z O W W W W m wM LU 0000 00 o O O O O a a a a 0 O O O O O = W ti W ti W ti W ti c9 >>>> 0 W W W W 0 c) rN F 0 w (\1 r4 O w ~ ��DO a z O DATE U) 10130119 O HORIZ SCALE: 1 "=50' • VERT SCALE: V=5 /'I ' -1 �\ -'q/I IA�a-�,'�. \I. ' 'I. \ _\ I �/ii,/41 . /'i-/ ':..I\L1 SO1\.I \ .: I\ IIII \\� 1 I'I1,\ '� I II 0I\ I- OIII 1.` �dI •�-I II ItI -J-1O\II _I IIII `.\\ III II p \RyII5e4\IIII I 0 \4\\\4\' II, 1 \I \'.•\, \ } - \.\\\ . 1\:t.'.i, \....!o1'\'_' �,. I •I�aP` DQYI\40 `� I4G41_\\Qps.��._ •A, �.,,II4 I �4.'I.7Il �I . 4'I•II 4t`1:... .8.:�iqQ�.:.:.q6..:�.s1.2 , . � I . �'.. �;, I"'.r._.I.IIp 1'II..S.'I.•O1''..:'A.:•A..I.tr..i• �I �':II :•- r �.''- :'.�'r.' - ."��...... 1-.II_.-. -Ii `•.:-•.p �'r�.:i_'I '/ I' .. ' .i '.1.�I..:I�•:'�/'. ...':..�r. p:damr'_I.\'..;:-.��.':\.\.''�I'\ . .'.\'.\-.'�.�\:P'p?i�.,\so\'.I '\:\;!. .Y\I'.°C�\\'\.�\':. Ai�' '}I R:� : \�D'✓c!tI\. I d'.' ..:.A\.11 �..:L 1 .I\A.,•\\..(.\L.s..' .I\\A'1.�.\;.\� '.: \•\I ; \.N..\'.\ ..1:.\� 1.A:� A.1\ '\ �:j \•..\.\\ . \.'\\.\..I'� .�..\.I\ . 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(^P.\"•-.;..:.:.,Q'4\t\54\ 45I 3•I.I51�53.'4 ^.6. .7 \: \ _ ...\} \ \\ \ \,\ '`•\ \•.\. \\\\ \.'\. .\t\\44\\5\6\9\4� 0 \6, �\�\\.54�8b��•\\` I\ \_ �I_ 1`\ 4`11� ,5\J1 g3`1_1 1 1 1 1- \10 0I1 I I\ - i_1 \\ 7 \O\ 1v\ �4�O 1- 116�41 \I0�5\\.�\ o4( \+ / 0. \5\ 1 ...1 I .9 1 I\\ \ \\1\\ \ \91\I \ 5\\\4\ \\. \..5I\ �4,`I sl\72\ 54\ \4f6\\\\S\/S'\\\IS \\ \ \/ I \\ /\\O '\/\ \1\ \ //I \/\ //\\\\I \\ ,\�/\/\\I I \I / \\\/ \ \/a \,l\/ \ \\/ \I\\ \\ \\ \ \\1\ l \\/I /\l\ \\ \ \ l\ \ // \ \\\//\\\l \ \ \ \tO\ \nr /II/ \\\I'/1l�\ \ / l \ \ I/ \\I 1\\\l\/\II J I i \Ill \ Id\l l\\/I\I \I /\I \ \ /\ /\ \ / \\\ \\Il/ I \ 1 lI\�/ \h/ \\/IAY- \\ ftw- �\\ Lj UG 40ALA 01 461 80, � 01 47 \ ` 1g/ \ \- ° � ; \\- _\\ \0\ P \\\\ _l � \ L 0o45 456 o\ 000 If o4455 45 P" 4 \ 45 i 443 J _T -- \ 44 90 D O/°0 0 0 0 0 / °° 0` GT \I ° C ° ° \ \ \ \ \ \ \ \ \ O O� \ \ �I / �\ I . - _ - 4�. ( / / l / l / l/ IIII III I I I I , °9 �\ � \ , \ � -� \ / .. I I / � � �. � _ v .p / / // / I 1 I II I�I I I I I I / ° - - - - > \° / o / r fi\`\4d\ \ \�\ \ \ \ \ \\ \ \ \`. O ` I I I I y- d� \`I \\^G�� v or r l /rl / / /// III II II II I I1 I I I I I I ,// ° 9+50 10+00 11+00 12+00 13+00 14+00 CARDINAL HILL LANE DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN LU ( J HI I WQ vrr^^ ! LU a -i J_ 0� J m k-/ W C)a w z Q O W l/ n. C) 0 0 2 O JOB NO. 40919 SHEET NO. C8.03 c a i c L HORIZON DRIVE - INTERSECTION STA 10+00.00 U W W F- z 465 -4 o 30' VC 48' VC K=5.00 K=48.81 A.D. = 6.00% A.D. = 0.98% PVI ELEV = 432.52 PVI ELEV = 435.12 PVI STA= 10+33 PVI STA= 10+98 LOW POINT STA = 10+28.00 LOW POINT STA = 10+74.10 LOW POINT ELEV = 432.72 LOW POINT ELEV = 434.16 BVCS = 10+18.00 BVCS = 10+74.10 BVCE = 432.82 BVCE = 434.16 EVCS = 10+48.00 EVCS = 11+21.89 EVCE = 433.12 EVCE = 436.30 K = 98.78 A.D. = -1.02% PVI ELEV = 457.78 PVI STA= 15+53.17 HIGH PT STA = 16+03.65 HIGH POINT ELEV = 459.78 STOPPING SIGHT DISTANCE = 701 BVCS = 15+02.68 BVCE = 455.26 EVCS = 16+03.65 EVCE = 459.78 O co � m O N 00 W It It V H co L LO L II z (D¢°D¢b¢ Q W X J co U)60Ub0 U U W 465 Ix 2 J U PIPE 0- IL + L Q W + DEFLECTION, N 03 Z U TYP. Of E5 IX IY O Q�- 460 = _ z r 460 LLi w + STUB OUT FOR ~ / FUTURE PHASES 2 IL X Q 3.0' 455 °O c 455 ,�^ V / N o CD O / 1'3 STORM 00 � LL N / PIPE 419 N N Lu N PROPOSED 450 F- r GRADE00 `L CD 1 450 w w c~iJ 00 ccf) bo U) / H + / SANITARY SE R °° �$ I / LATERAL, DE TH 00 o / I APPROXIMATE, TYP. a45 bo �'� 445 00 Li I O � r U o Q 0 1.8' I 8" CLASS 52 DIP O - 0i 00 F U Q F' / WATER LINE 440 O M U I 1 440 SANITARY p / PIPE 33 32A W 3.5' / (n W MIN. EXISTING / GRADE 435 > > / 435 •00% / SANITARY SEWER / \ LATERAL, D PTH 430 APPROXIMATE, TYP. 430 / W 1` W r W 1` W I` W cc W N / to r / O II L C) V > > � / �+ + + Of+ Ix + / W W� WN WN W 0 WCM 425 U U� U U U U 425 STORM WU) WU WU We W WU) SANITARY PIPE 119 3 PIPE 6A-6 420 420 415 415 1 O N O N N CD N P•) O N O �- N W (D I� �- 00 (D (D V Cf') O (D of co � f� lD Cn co (D O CD In N W co N M co M (D CO M N r M cr) M V CO N M It N V 44 O r V P•) Lo LLi N V) 00 � 4i LO O r O N CC) O r CD 1 tr 1 tr V rt V � V v It V V v It V zr It � V v It V� V It v r V 7 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST d ed\\\\\\\\\ \\\ \ `N'�\: \\ 1 \ \ oll \\`,�\\•\� �� 11 \ 1 0 0 1 1 \ \ \�\ \ \\ \ \ \ \ \ \ �� \� \ �\ \ 1 1^1 ♦\ ' \. �° ° \\ \ `414.7\ \\ \\\-\ I - I I / of I I I I I I I \ ` \ 1\ •,.�,t ..` \\ �► \ \`� \ \ \ \IIII \1 1I 11 /I I do I , ' ► . \ /100 I ( I I III \\ \ \\\\\ \\ �Q \\\\\ \ \\\\ \ II I // I I 1 1 II� I / 1 Qo I' I `qll I I• I i \` �11 ,\�`\\\\ \\`\\\ \ `\ \ '� I I' II 191I1 1 / / 1 / lit I \ \\\t -`- I\\ - \ \\J \\Y ! II \ �\.. \\ \ \\ \ \\ \ \` o \\ \ \\ E \ \\ rr 1 4 \\ \ \\\\\\\ \ \ \\ \\ \\\\,,\\\pd \ \ \I11 ` 11 \ t o�� 414/9 o\ II ` \ \ \ \ \ \ \ \ `b \ I 1 1 L \It 0 1 11 11 I\ \\ 1\` 1; \\IIII;\11'IIIII'1�1,119 bl I�✓II I / / / /,' \\ I \ \\ \\ \\ \.�� 1111'1111111,1,1 IIIII IIIII III Lot 11III11II IF IIIpI I'1111d,1 1 \ 1 Vlol / 41%2 / / / l l - I I I \ 'v //I�� /'\� I / I / x /// //// ///////I I!t j I I/ I I' II 'I IIIII III IIII I IF o o o\ 0 l I.'..o, Y', MEMENF1M HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 15+00 16+00 0 50 PROFILE SCALE fw,�tpLTH Op so S fie` ,% CLINT W. 2S UFFLEU �•0 Lic. N 54380 0/26/2020 ' i M E 0 � o N � N C > E 3 w v ¢ U., 3 p LL ° L-y LM a- U0° z w - ari O rn 19 in rv4 Lu a w v zF? v 30LnQ w Ln S c ry V> 1O z O W W W W ~ 0 m . E E E E CN Lu ODUODU wM 00_1 o w 2 2 2 2 OOOVO Qi iaia 0 O O O O O W W W W 0 W W W W O O O N 0 w N N (z) III uj ~ \\�� a v ko rn o z O DATE in 10130119 O no 17+00 17+50 1111 11111111 Ill IIIII rillII II \\ 1 1 I I I I I IIIII co IIII IIII IIIP,1 \ \\ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ / del• I I I IIII III I I I IIII III II \ \ ''� �� \ \ \ \ \\\\\\ `\\\ \ \\ I \ \ \\ II /II \\ \ \ \ \ \ ♦a`.\\ \ \ \ \ \ \\1`I' `V -IIIII \ \ \ \ ` \ • / / / I I I 1 I / /II III II 1 1 IIIII II\ � \ \ \ \ \ \ \ •A I I I / // I I I \ \ S8• / / I I I I I III ! /, / /I III II \ 1l II ��\ \ ` \\\\ \ ` •,. / / / / I I / ////// II III \\\\` � �\ \ ` \ \ \ ` \\�. \\11 8, d \ \ 1�11 1 \ \ \ \ \ I \ _ / � • ' / / / / / / / I I I I \ \ \ \ \ \ \ 1 1 1 \ I I �I Ill � I I \ \ \ \ \ I \ \ IIIII I I I 11 I l\ \ �\ 11\\, \\N- \ \� %�6�5/�: N��bhr'/ r r / l I I I I I I I 'I I I I' \\\ 111\ \ `\ It IF ,/ / / /'///'/ , iii/i�i/// /�// /'■/��/////', / / o III yl to to III/ y o°I Into _ / o / II of I I DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W J J H� I Lu a U) > w aLLJ J 0 1 JLu m Wort w z Q 0 10� Lu c) O O 2 ,O V / JOB NO. 40919 SHEET NO. C8.04 c 5 Ui z L V 1 \ \ /TOTALSITE AREA. L \ \ \ �UGP\PARKING LOT LANDSCAPE EA (HATCHED — = i \ AR" P — uGP ---- �, LOTT2 \ 1 A b � \ \ P EKI OT '\ TR E, b\ IJo I .0��.eIII I \ I \\ \I \ I� I I \\ \II \'� I\' `xo\\\ �o \ \ \ I \I>I\_ I _ I\I` I II sI\II -�I\ CI I I OI,\ /I\ I\d\\T I�\,CI I/ 4 II \I \\ \ \ \\\ln\\`\\ \\ \� / •\ \\.o\� G'_ \ A/\\ v \ \9\ x \ �\\, I I /I\\ ' \+i\x 1 " \2\ \-_\ _�•\ N\.\\\_A-°_ _ � R,`\.;\_ . D- _, f,E a_ _/ppb\- p� s U-` yyI\ �'"\\• xx oe �. `3,�_,. -\`` �_ -_, IRMN/ �T A/� /\ �x\ �/Is \�\ x •_\ 1 CONDO #3 CONDO \a• \ _ _x /L\\- \SL'ibO�\ �o\_eT \ \2- / s9 °\A'c\ •�tL�,xRxKINGvT0o LSeb�O\E�-�Sb•.LSb r aS\b T TLOT 9/ # - - - - - - PICNICLOT1 ., e /_x� �-��I•�.\ _\. a�� ° \ 0\ _ 9� \\b-��6_\9 09b— 09 6 LOT I10 -I\I - - Ip_ — _-I�-•' --/T. -__ .�-I L�_ \ -\IO_ � / x T, S\-_\Sr_\•l- L,2-/ g y\ 3- \ s-_\•\-I- b.,b8 . •Ls : ° - _1� \ -�WP\I- \_ \�II \ \R /T /E / /I \ I I. I /1 II II aIaaI=QQLlnJ �)te-�= +®0wazc`S n•— a •oLCv LL •ncNvc°v� o YAz L N Q CO,CONDO #1DO #2 O LOT\3� i5 33va o)c z 0 °v'O UJ 9TO da>u�wrO,�rVIzQL,�' cpUOUu0NN~2��z�KO�nJ O OT8 M I aLn o 5bb Z V 0 bb saLo sstI v bUU4FoO�z�OUuS��NWb 0 LDLI�LIDLIa 10T16_ 10� 1D1$ QL� OT20-02�- LOILDL23' Zbti s LOT33 wbTRANCE I:)O�b DATE P % 04/0e/2 � o zUOUvQoOUurvO\owi�O�z�KqW�za0ZJ' i$JoLAY> DRAWN BY R. COSTANZ O DESIGNED BY IELD\oPL600 SF SHALLENBERG E 50 x 0 / CHECKED BY CENTRRK SCALE LOT 7 _ LOT 3 LANDSCAPE CALCULATIONS LOT 2Tree Canopy Requirement: 15% of Total Site Area LOT 26 Total Site AreSquare feet LO5 Gross Site Area 873,479 Square feet Rec. Areas 40,125 Square feet LOT 5 Pond Area 0 Square feet 2 BUFFER/TYP J Wetland Area 0 Square feet 5' L/ J PROPERTz Required: 137,041 Square feet Provided: 400,716 Square feet Tree Save 269,889 Square feet LATIONS CanopyBonus 67,472 Square feet x Proposed Trees 63,355 Square feet RMWZZO LLI � wdStreet Trees Requirement: I Large Shade Tree (1 112" cal.) per 50 Linear Feet of Frontage w V Street Frontage63Linear Feet OLL<Required: Large Shade Trees 127 137 Large Shade Trees w Provided: co J w LL <WInterior Parking Lot Trees O Requirement: I Large Shade Tree per 10 Parking Spaces H�w Parking Lot #1 O Parking Spaces: wU Required: 2 Large Shade Trees Provided: 4 Large Shade Trees Parking Lot #2 -ztv RESIQUE #2 W Parking Spaces Required: 2 Large Shade Trees Provided: 3 Large Shade Trees Interior Parking Lot Landscaping Area Requirement: 5% of Paved Parking and Vehicular Circulation Area shall be Landscaped with Trees and Shrubs oz MIParking Lot#13? Parking Area: Square feet .2 Required: 283 Square feet % Provided: 707 Square feet \BMP Parking Lot #2 Parking Area: Square feet WPO BUFFER, TYP 4--'Y Required: 340 Square feet I \ I N \ \ I \\ I L g Provided: 813 Square feet Wnn `` v in JOB NO. Screening \•� y I I 1\ \ \ \ \ \\ \ 1 / \ \ \ \ / 4-1 40919 Requirement: Parking ores consisting of four spaces or more shall be \ II I \ \ \ \ / 0 15 30 60 SHEET NO. C� 2 screened from adjacent residential or rural districts. \ \ 1 \ \ \ _ Provided: Each parking lot is screened by a hedgerow of 35 Viburnum \ ' ` \ \ \ / / / L1.01 L on— % — i�� \ on \ —din — � — — _ —i'qn EL —din on 9�3 I - I BITTERN -- --� - _ ------ UT LAN —Nb'S— � \ _ �=— �� I II 11 \ � \\ ,°(� ---��—--_------>nC_- - — — PLINEY ROA /x —• i _ r \�� 1 ' \`k� y I \ —de—CiDn— =ird_-- _ — — --- -- _ — —�—� — <,i — — — — _ - - - - -- rl�j• ) I I Ili ��dcJn---- // I F -_-------_______ i _- \ / � � :..-dam.. ,� - -_ \ — ..�•, -\ �— ,// _ - - - - - / / N _ - _ v � (6) QP — — — — — — — — , , \ (5) UA \ (8) QP (5) Qg _ (8) UA y ()6) QP (8) Qg _ _ _ — — — — _ County of Albena•ria conservation Plan Cheekllat- \ C To for Placoral i Epaedrkatiom)m (Handbook, PP Ill-2bt-111-297 for coo fetes P thes uu tx saved; . locnuion and type of protective fencing; • / / I I I I 1 1 1 1 \ - i ® (imdc chrmg- requiring tree wills or walls; Pmpuscd trenching or tunneling beyond the limits orclearing. Markinus- la All liens to be saved shall be marked with print or ribbon at e /.. n height clearly visible to W ui preen operators.EXISTING MIX OF No grading shell begin until the tee marking has been inspected and approved by a CountyIrePegm. 3• P(17) PA HARDWOODS A/ND I ®[ConstrurCnenr EVERGREENS �O REMAIN True pservation and protection measures shall he reviewed with thewnundor on site. 4. Eauiomenv t Orxntion sad tens Hcaveyuipmcot, vehicular traffic and storage of construction materials including soil shall not be permitted within the dri lines of tries to tw caved. P 5. Soil Erosion and Sturmwaier Iktention Ikvic••• I ' ' — ,, ' / / ' ' I I / ® Such devices shall not adverse) affect trees a be saved, EXILOI R.HEAD y — ® Fins are riot permitted within 100 feet of the dripline of bees to be saved. / EX�VERHEAD / / / / - " � / _ _ � _ - 7. Toxic Materials;.UTILITY / / / / ' ' - _ - / - ' , , , Toxic materials shall rat be stored within 100 fat of the dripline of trees to be saved. & Protective Fencing: HO ' — - — ® Ttces to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. • — ` , ,` _ _ _ - _ / — — dHO — — — -t-dHO _ _ _ _ _ ' ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. i' dH0 — - 9. ® Wells: --- O f_�NO=T�_ — —dHO —dHi - \ When the ground level must be raised within the dripline of a nee to be saved, a tree well"I be provided and a constru direr detall -�- submitted for approval. _ I / / 1 l C <__ — \ — -�� ` \ \ \ ` \ \ / / , ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall sti•II be provided; and a construction detail \ submitted for approval. \\ \ \I II. Trenching and Tunneling: o \ Q `• — - \ i ® When trenching is 'red within the limits of clearing, it shall be done as far away from the trunks of trees as 'ble. T®elio \ D I 1 I I / _ / / _ _ — - n II roots. \ j°�\ OLD LY NC H B U RG ROA o ---- -, _ - - under large s, I be considered as an altemab�e when d is anticipated nbmg y I � tree tici trenching will destroy fceder (PUBLIC) —_ s,, / 1 \ I I / I — =T / , 'i _ i �� f � / 12. Cecanur: Protective fencing shall be the lest items removed during the final cleanup. I 13. Damaged Trees: ertilization or other methods recommended by a tree specialist II / / _ _` Damaged trees shall be trettoed immediaoelY by Pnmm& f o , / / / J / r — _ — — % 1 _ I -7 i / , / / - , - ' ' - ' _ - - THE CONTRACTOR ON TREE CONSERVATION ' / — — . _ —) / ' ' ' x - - _ _ ' - ' EiE. BMP NOTE: IT IS THE LOPER'S RESPONSIBILITY TO CONFER WITH ' REQuirREMENTS I _ _ _ '' / / / I' f OWNER SI ATU \ I , ' CONTRA CT PURCHASER 5 O - 3 ` MOBY MTN SUBDIVISION �I MOSBY MTN SUBDIVISION I I I I O \� ` \ 0 20 40 80 2-.� / s11116 Page I of 1 M E O N O N � > E Lu Q u-Y 3 L� Y O L Q � i5 MM z 2 LU - nn O a > o a, H z W -LM U 30 � X Ln n Q Q w vv 0<='q. 0 L�_qi`n¢¢ U)Ua-� Fk: $ N > p p 0 0 u w > 0000 y tY O: Y � cL a a a 0 O O O O O W W W W M > > > > 0 W W W W H O O O 0 N w N N N EX = Q \ \ O N a z "I 0 o DATE 0410612020 O } DRAWN BY R. COSTANZO • DESIGNED BY �r SHALLENBERGE 0 • CHECKED BY • • • • SCALE CL 1"=40' D O W V J J z H� W z > Z �Q� 0 JW m 7 WJ 0 / O 4Z W Z 0 0 a W 0 oti O O;r N � N � 5 c a " _ C y w o V Q) °' O >. Cz :.r Y to to L 41 in JOB NO. a--r 40919 i-_ rn SHEET NO. to L1.02 L IN (35) VD-B — = s _ \ \ uc�\ (35) VD-B FGP—— O� O °`'.L`� A m o / r - �1 �1 -., LI:�Q➢I��J�� mi 1 i • MEN EwO®!■�®�®, �►1►_• �\� -� • ��A�}�` �� ; ". �I • , , • If* : ��0000000.000 ..IpOOOO1>:OO ... ..O:O.O.O.IL!•�.O7 �J��`r•g� AMI .. OOOOOOB•�DOO.O.\O.O.00.O.C� 1 • r ��,• ♦ ♦ /nr F �: 0111111E .� I .I �1 �/,= IIIIIIIO Ills '■ i r I,. rOO.00OOd=_��0�01� � • O �,000 1 dOOOOO, /� y � «��.�•�� I V ♦O� t � s'?�:as1�1 aa_- --� -e +a¢-i7vfl� �>$i.'!, � •�� `�.Q'c� z�'imr �<ca.•c�:.,..�� . /� ��ri�� • . ,� • • • i''�y. �is:>s ::_::��—'�''�"'[�i�'+�_ ..ate_ A.Q__ %:• 41.A _ ,� �Q •!.p _ �.�- - - ---'e—�`�. ,�... -i_—_._� = I�i� �� ,,, • I ��_ •t - �wr��.�.�� '�wrJ��l�1 �: ��a•��=r7W _ - i��®ac �6rys �A�`�wu. -r— J®�� I\�\� ,� ' • • `. \ .. �T� ��`...�7�♦'s'�r��i�ll�®�,�■G:®■®��w.l��l��l .A��.� .nl•�►9:w ISN"N�/ liou/plll �,° �: <,\.' 1 • x III • - NO ,- ► . ,;:�• � '. � ,...-`� �►.�\�f��l�'��%�I®i■III�111V'1��9%��Il ��I��II��E�■��h��a,�-.—��►�► � , �� 6�„ � ��. ♦ V� • �••• i a S,FjrRQ•••e•s•elLOQe•'•MMAWm PAP ......•oe.O.Q•.11t1t10'6Q0'4'Oli��i1O-Pe:•:OO'f!O`15D.0OO_.Qud aO•DO:Odw: :'o'oe6sOOOO`Bi6 . a r I � rj - .?��'� ♦ • `� � ��.. `Q�' �;i�` �4 �`I`1� ' � 0 / 1 � ,•F r ��i II�' III � _ �AZ`��+p�`°��,,.`\I�\\'t_Ij, \� -�,:.,f, • \ ��- �j;i,IIfI �/1 II/�''�/ '1 1_'<I Y, • ,�Z'p'♦r►` '•\ I�``I .��sr•Or ` 1 .e; \'vm'�.v •\ ,'�TIQi F�I��II, � ��C \ _ �j��'// � �� • , •, �� w��uas �O p �� ''em—� Illl �I�.=O— _a Sm �9 .. ��s� ,• I� 1, �� p V �' ♦ .ems \_• I�' �' �. `�e.,4i � , i! •00 C' •�� e„�� >�{� • � oI v(/ � �,�� I A a_a ®" x� • � I ' �� ice',—�,^_a6 � r �� \ � •// ool a 0 "♦ e� '♦• � e � al ram r - • � ' ¢ � ♦�'� I ♦ a 7 7� � g V• �� \ .`� � -w • � IV��yya i� � 011G �� ♦ias �I r\ ��® ♦ • �III ICI e: �� `�, � s/► .gyp ��' m:=. � �_� ' � � � �• � -`'� °! • • -j � � � ' Lee w was ' - � ,� 4 • • � O • II II � �A 1 �- m i • �.j ca. , awl T . ri rig 7 rfP f% 1 0 fir;... .•. .A - � �� ..0 �. ,,,ate, � r .. • s • s0 mOC1 4 r�r!_ �p, �Otlp A a0aq. .O yo �, • • • �, ��O�C1�00A'O'O� Ch000A0 �, ' • • • WOMEN - OW moil• � 1 m � �: • '� ` r ♦I � �I . � �� +-_.�._�O.O�ivv�r.�r�r.��s.�=+.�.:eOOO.:ivC.:J.=_�a�VY..e. � � y� � : "J. • ��i' r ��nll� �IIIII� . e.vv�.vrvvvv.7:OOvv.JO`.OvvKLOvvvv t L N `n PLANT SCHEDULE QTY. I SYMBOL IScientific Name ICommon Name ISize ISpacing lRoot I Notes I10 Yr Canop�Canopy Toto STREETTREES 14 AR Acerrubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 5,558 22 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 4,290 6 GB Ginkgo biloba 'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 84 17 PA Platanus acerifolia 'Columbia' London Planetree 2" Cal. As Shown B&B Matched specimens 254 4,318 39 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 11,661 26 QP Quercus phellos Willow Oak 11' Ht. As Shown B&B Matched specimens 370 9,620 13 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 5,161 SITE TREES 17 AC Amelanchier canadensis 'Autumn Brilliance' Service berry 7'-8' Ht. As Shown B&B Mutli-stem specimens, 3-5 stems 130 2,210 2 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 794 2 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 390 9 BN Betula nigra 'Heritage' River Birch 1.5' Cal. As Shown B&B Matched specimens 464 4,176 30 CF Corn us florida 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 3,720 14 GB Ginkgo biloba 'Sentry' Senty Ginkgo 7" Ht. As Shown B&B 14 196 5 JV Juniperus virginiana Eastern Red Cedar 4' Ht. As Shown B&B 16 80 5 LS Liquidambarstyrociflua 'Ward' Sweetgum 2" Cal. As Shown B&B Matched specimens 249 1,245 5 MV Magnolia virginiana Sweetbay Magnolia 8'4Ht. As Shown B&B 113 565 3 NS Nyssa sylvatica Blackgum 2" Cal. As Shown B&B Matched specimens 123 369 20 PA Platonus acerifolia 'Bloodgood' London Planetree 2" Cal. As Shown B&B Matched specimens 368 7,360 9 QN Quercus nigra Water Oak 11' Ht. As Shown B&B 130 1,170 8 TD Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 10 TO Thuia occidentalis White Cedar 4.5 Ht. As Shown B&B 10 100 Total = 63,355 SHRUBS 44 CA Clethra alnifolia'Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 226 CS Corpus sericea'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. 104 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. 28 HP Hydrangea paniculato'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 37 HQ Hydrangea quercifolia Oakleof Hydrangea 3 Gal. As Shown Cont. 17 IV-HG Itea v irginica 'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 97 IV-LH Itea virginica'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. 29 VD -A Viburnum dentatum Arrowwood Viburnurr3 Gal. As Shown Cont. 70 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont. 26 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. As Shown Cont. GROUNDCOVERS & PERENNIALS 29 HF Hemerocallis fulva Orange Daylily 24" O.C. Bulbs 8091 LM Liriope muscari 'Big Blue' Big Blue Lilyturf 1 Qt 12" O.C. 1700 PG Perennial garden 12" O.C. 90 PV-CB Panicum virgatum 'Cape Breeze' Switchgrass 1 Qt 24" O.C. Cont. 448 PV-S Panicum virgatum 'Shenandoah' Switchgrass 1 Qt 30" O.C. Cont. 210 JE Juncus effusus Soft rush 1 Qt 12" O.C. Cont. 40 RA Rhus aromatics 'Gro-Low' Gro-Low Sumac 1 Gal. 36" O.C. Cont. 97 is Iris Sibirica Siberian Iris 1 Qt 18" O.C. 83 AT Amsonia tabernaemontana Bluestar 1 Qt 18" O.C. Legend - Groundcover Grass Juncus effusus M E (JE) Hemerocallis fulva Rhus aromatica (HF) 'Gro-Low' (RA) Liriope muscari Iris sibirica (LM) El (IS) Perennial garden Amsonia (PG)mtr�'�i�"', tabernaemontana (AT) Panicum virgatum 'Cape Breeze' (PV-CB) Panicum virgatum 'Shenandoah' 2 L 1.04 B10-FILTER PLANTING PLAN SUALL : I- = 2U vi 0 0 M 0 0 x 0 w U V a z 0 in 0 0 r CL D O Z z W W 0 �i a � � U ¢¢ Ln w ��¢¢ ZO W W �� E�F 4= W p O O � U U Z Z Z Z O O O O U U U U W W W W dada W000 (n(f)LnV) » » wwww rn � DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY SHALLENBERGEF CHECKED BY SCALE AS SHOW LU (D Q J J i� aw J 0 Q Jm w a LL 0 LU F- z 0 0 0 W " 0 0 0 2 D � 0 Y JOB NO. 40919 SHEET NO. L1.04 L