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Home My WebLink AboutSUB201900174 Plan - Submittal (First) 2020-10-26SOUTHWOOD 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 09OA1-00-00-001EO PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09000-00-00-001AO PARCEL AREA: 8.83 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OA1-00-00-001DO 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@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS UTILITIES: ACSA SANITARY AND WATER SERVICE, WITHIN MS4 BOUNDARY DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 9OA1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER 51003C0407D, EFFECTIVE 02104/2005) 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 t Site Trip Generation ITC AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL LN OUT TOTAL Phase 1 Residentialt't Apartments/Townhomes 22011 270 D.U. 2.000 28 95 123 90 53 143 Single Family 210 30 D.U. 343 7 19 26 20 12 32 Residanhaf Subtotal 300 D.U. 2,343 35 114 149 110 65 175 Commercial Retell 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 Commercial Subtotal 50,000 S.F. 1,221 58 16 74 5/ 75 126 Phase 1 Total' 1564 93 130 223 161 140 301 Phase 2 Residenhal"i Apartments/Townhomes 22012) 143 D.U. 1.040 15 52 67 51 30 81 Single Family 210 16 D.U. 193 4 12 16 11 6 17 Rosidenliaf 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 r sp L A Oak HAI C, J� 'S C' ti 1 L - B;7te:lwt �n Q�� o Hickory St a o. '1n ct 'c )ackao C SITE 'f LOCATION r $kP" ch1•I VICINITY MAP 11f =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 C0.00 COVER C0.01 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 1113 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 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 F!2.0 Utmflllt CUT SHEETS NUMBER OF SHEETS= 61 a�a�pLTN pF000 CLINT W. 7: S F LET a Lic. N 54380 4C 1012612020 A Ui 0 0 tD 0 0 rr x 0 w w_ U U a z 0 0 CL O oc E H L z O a UU LA w If _Z W W W W o000 2 2 2 2 O C) O C) W W W W a a a a O O O O >, W W W W DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. k-1 (W V J J I -I LU Q ^ LL w LU 0� a Lu � J cc m 11J \ W < 0 > o U W 0 W " 0 0 0 1 D 0 V) 30B NO. 40919 Source: ITE Trip Generation, 10th Edition, 1. Residential trip generation assumes 100% of the units will be single family dwelling units. All others will be apartmemstlownhornes. 2. ITE includes lownhomes and apartments in the same category with the 1001 edition. 3. The overall development (Phase 1 + Phase 2) is capped at 5.000 daily trips. 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 nett increase of 159 =its- 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 (115' 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, 1 ON HORIZON DRIVE, 1 HORIZON () ( ) FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKOI 37,38 = 18 ON WARDELL CREST MIN. 5' S' 5' 5' 10' MAX.25' 25' 25' 18'A 28'A 13 MULTIFAMILY 40 40 (2 ADA VAN) (39) PARKING LOT, (1) ON STEPBACe (2) 6-UNIT AND (2) 4-UNIT CARDINAL HILL LANE MIN. N/A N/A 15'E 15'E 15'E 14-23 TOWNHOMES 20 + 2 GUEST 22 , 2 ON (20 ) GARAGE () 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. NO MIN. = 18 WARDELL CREST NO MAX. NO MAX. NO MAX. NO MAX. 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 (3') 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% AM 40 yrs 0-15 4 Habitat Single Family Detached Ownership 25%-80% AM 40 yrs 0-10 1 Accessory Units Rental 0%-80% AM 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% AM 10 yrs 0-5 5 Habitat Condominium Ownership 20%-80% AM 40 yrs 0-20 15 5-8 Habitat Townhome Ownership 25%-80% AM 40 yrs 0-30 18 Habitat Single Family Attached Ownership 25%-80% AM 40 yrs 0-15 4 Habitat Single Family Detached Ownership 40%-80% AM 40 yrs 0-10 2 Workforce Ownership/Rental 60%-120% AM NA 0-10 0 Accessory Units/Carriage Units Rental 0%-80% AM 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% AM 40 yrs 0-30 0 Deeply Discounted Units Rental 0%-30%AMI 10 yrs 0-5 0 LIHTC Apartments Rental 40%-60% AM 30 yrs 80 0 Original Proffers X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-001A0, 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-IA (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMll and TMP 90A1-1E (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- 001A0, 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 27 A 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 Parcel 090A1- 00-00-001EO are hereby removed and superseded by these proffers. Tax Map parcel 090A 1 -00-00-00 1 EO (along with parcels 09000-00-00-001AO and 07600-00-005 1 AO) 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 Adjacent 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 ("tire 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 OO h) 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 I 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`s Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVII.LE, LLC, a Virginia limity bility compao By: Dan R so ensweig, Manager 40UT CLINT W. 7: /7S FFLET Lie. N S13SO 4� 10/26/2020 0's : G z O a U U N LLJ O � ti If-, ti O W W W W > O O O O W W W W a a a a 2222 ti ti ti ti W W W W rr I rY I rr I rY DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLEff CHECKED BY C. SHIFFLEff SCALE N.A. T—I (W V J w P-" J / co 06 I � W Lu W L.L > LL w pQ Z JLU ED m Z U--� a W O w Z 0 O O J w u W W 0 LL O O O 0 O 2 O U) JOB NO. 40919 SHEET NO. C0.01 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 SEINER 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 ICC/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. An portions outside the right-of-way or easement must be � Y YP corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between g P rP measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. Albemarle County Public Road Acceptance Procedure The processing, inspection and acceptance of public roads is administered solely by VDOT. The County is not involved in this process until the road is ready for acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it tames 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 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/I OOSF. 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 1 Department of Community Development hb Construction Record Drawings (As -built) for VSNW The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for an pipes which are not accessible or viewable. P YPP 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities. g P g g 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect therequirements of P ( ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). •�tpF �!NLTH 0o', CLINT W. 7 9S F LET a, .0 A �� . . 54J 4r Lic� Q� 1012612020 ,�rV _: ^� E o O u N ,A N C > E w a E -� H_ w w 3 Q a o 3 LL W 0 m j U 00 W J -� M O� d W N V ZW Z f i x oR �v U-, _ N F U > c L^ M i N � M a� o w CL O oc t7 L DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. T_I LU ( V J J 1-I I LU > J_ a w Q _J I- 0 a W L Q Jw m LLJ Q 06 > O U] W W z 0 O O z W 0 O O 2 ,O V / JOB NO. 40919 SHEET NO. C1.00 L THIS STREET IS INTENDED TO CONNECT TO AN ADJACENT DEVELOPMENT FOR MORE INFORMATION CONTACT YOUR LOCAL VDOT OFFICE VIRGINIA DEPARTMENT OF TRANSPORTATION �.� 19 4' Border Radius: 1.125" Border Thickness:0.5" VDOT SSAR STUB -OUT STREET SIGN No Scale CD-1 I Ew-,x TOP OF CUT PAYOUT LIMITS FOR (TYPICAL) OUTLET PIPE TO PAVEMENT BEGIN WITH 45• SUBBASE DITCH LINE ELBOW � FILL BGRADESHOULDER LNE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT / CENTER LINE SECTION TRAVEL LANES (WITH TYPE 1 SELECT MATERIAL) v\ TRENCH PLACEMENT EDGE OF PAVEMENT 1. PAY LIMPS FOR i` OUTLET PIPETO SHOULDER LINE \ BEGIN WITH 45• F PAVEMENT SURFACE & BASE TOE OF FILL 0 0 0 0 0 0 0 0 0 0 �- SUBBASE ,W,-12 05o il-?;96 o-6F5�6 1/, (TYPICAL) oo. 0000_o .o.o_0000000 F-SELECT MATERIAL TYPE IORII �' 000 ;%:;• o #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW �qI GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR `- PAVEMENT SURFACE &BASE 0 0 E- SUBBASE OR CEMENT STABILIZED SUBBASE - o000000600 �0o�- SELECT MATERIAL TYPE II OR SUBGRADE 6-6-6 - (CEMENT OR LIME STABILIZED) DEOTEI(TILE #57 GLASS AGGREGATE, 88 AGGREGATE Q CRUSHED DRAINAGE GLASS MEETING #e GRADATION REQUIREMENTS. GENERAL NOTES FMRU 1. UNLESS SPECIFICALLY INDICATED, CONENATION UNDERDRAN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE MD THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PMQLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH 'NWT. 4" NOM. DIAMETER INW.T. fi" NON. DIMETER SMOOTH WALL PVC 1 .103 1 10.153 SMOOTH WALL PE 1 70 PSI )0(X I70 PSI MMM 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH S TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SUE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. N WALL THICIGESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAGE CRUSHING STRENGTH AS THE OUTLET PIPE. )00( TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. B. CUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRANAGE STRUCTURE. XVDOT STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE ROAD AND BRIDGE STADARDS SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 LIMITSY FOR PAVEMENT _Sl TPPE SUBBASE TOP OF OUi C•� 4" SUBGRADE y/ J1� TOE OF FILL FILL COMBINATION UNDERORNN DIT (TYPUPL)�' T" SHOULDER LINE LINE I I EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS i a0• TRAVEL LANES CENTER LINE SECTION -L - -E -- i�------- -- - (WITH TYPE 1SELECT MATERIAL) IM EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LINE Y UAL)--4 TOE OF FILL PAVEMENT SURFACE SURFACE It BASE 0 0 0 a 000 0 00 0 00 0 0 SUBBASE / LIMBS OF PAY FOR OUTLET PPE .o60000000000000 000�-SELECT MATERIAL TYPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN #57 AGGREGATE, #8 AGGREGATE OR CRUSHED ,•1-0• GEOTEXTLE GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE FABRC NON -PERFORATED OUTLET PIPE OR �--PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTHME M W.T. " NOM. DIATER M W.T. 6" NOM. DIAMETER SMOOTH WALL PVC 1 .103 O.W SMOOTH WALL PE 1 70 PSI *** 70 PSI MW34 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE 00 - o - �- SELECT MATERIEL TYPE II OR SUBGRARE * WALL THICKNESS (MIN) - INCHES o�000 o�o"o - o o (CEMENT OR LIME STABILIZED) )f)f )f TESTED ACCORDING TO lSTM D-2412 AT SX DEFLECTION. #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTE%TILE GLASS MEETING #8 GRADATION REQUIREMENTS. FFAABRIC`'oE 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 WIN. (M DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AD GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAM INTO DROP CO-2 - INLETS OR MANHOLES. 5'-0" SIM NGREC. 21B 6ATE EMN. DEPTH) MATERIAL YPE 4. 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-0" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LMITS FOR OUTLET PPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSH14G STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRANAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN XVOOT REFERENCE ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 s01 ]Ot VIRGINIA DEPARTMENT OF TRANSPORTATION DB.OS CG-6 NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS M IF CAST N PLACE, 4000 PSI P PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 3OD FEET OR LESS (&ONG FACE OF CURED SWILL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHAII BE CONSTRUCTED PARALLEL 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 DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. D • t .t BE CONCRETE OF THE CONTRACTOR E"`"" COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION Normal Stub Street: r '1 L n p 0 A ROAD AND BRUCE STANDARDS REVISION DATE SHEET 1 OF 1 zp1 o3 `LENGTH F FROM EP AN,,nuK VVI I n %8 REBARIMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONC. WHEEL STO No Scale B T A ROAD CROSS SECTION HICKORY STREET (25 MPH DESIGN SPEED) NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. HICKORY STREET CROSS SECTION No Scale A J Rl-1 STOP 'Reduce spacing 40% A B C D E F 18 .375 6 6C 3 775 24 .625 8 8 C 4 10 30 .75 10 10 C 5 125 36 .875 12 12 C 6 15 48 1.25 16 16 C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTNE) BACKGROUND - RED (RETROREFLECRVE) 1-1 MUTCD STOP SIGN DETAIL No Scale Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.0) ROAD WORK �i� ROADNWOflK G20-2 (V) SHADOW VEHICI REQUIRED (TMA REQUIREME SEE NOTE 8) SEE NOTE 7 SEE _ NOTE 5 SEE NOTES 2&3 I ,■ SEE NOTE R4-V71 KEEP LEFT SEE _ NOTE 2 RIGNT LANE CLOSED xuD SEE _ NOTE 2 ROAD WORK AHEAD MOT PLAN No Scale - 80' - 120' ILLUMINA I EU FLASHING 0 (AMBER CAUTION MODE) TYPE B OR C o 0 0 0 ILLUMINATED FLASHING 0 AMBER ARROW 0 H TYPE C SEE NOTES 3 & 6 O 0 0 SHOULDER TAPER l SEE NOTE 5 W4-2R y LANE ENDS W9-2L MEflGE LEFT RIGHT j uxE W9-3i-t CLOSED xEAD 1 ROAD �� WORK W20-1 AHEAD 8'. 1.5" SM-9.5A 5' (PARKING) 11' (BIKE LANE) H25' G-6 2%- (TRAVEL LANE) f` `2" IM-19.OA 3" BM-25.OA 6' (PLANTING STRIP) RIGHT OF WAY AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) STEEL EDGING I I I �� HII�-IIIII--jIF I I1201I I -I -_ I,IIk III-11 .� ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PATH SECTION No Scale NON -SLIP BROOM FINISH-, ROAD CROSS SECTION WARDELL CREST (25 MPH DESIGN SPEED) CG-6 1.5" SM-9.5A CiL CG-6 28' 2.6 (PAVEMENT WIDTH) 2 5' ..r .. .. f 2G/a 11 2%� NYM {,e,w i 1' 1' COMPACTED SUBGRADE 2" IM-19.OA 'T 6 3" BM-25.OA 6' 51 SIDEWALK SIDEWALK (PLANTING STRIP) (PLANTING STRIP) 5T RIGHT OF WAY 3116" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C 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 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale Z HI I UNIINUUJ UUNUKE I E SUKFHUE UUUKJt - SIVI-`J.bH (PLACED IN ONE LIFTS) o 0 0 0 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE CUREDDENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale o 8" 57 STONE COMPACTED SUBGRADE DENOTES GRAVEL ROAD ON PLANS GRAVEL ROAD SECTION No Scale NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON ONE SIDE OF THE ROAD. WARDELL CREST CROSS SECTION No Scale ROAD CROSS SECTION HORIZON ROAD (STATION 10+00 - 20+12) (25 MPH DESIGN SPEED) ems_• r •-�_• • s-�_• • •-s_�-• • u-�=• • u-�_• • •_�_r • •-�_�_• • u-s_• s=�_�_•� I 61' RIGHT OF WAY NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON BOTH SIDES OF THE ROAD. HORIZON ROAD CROSS SECTION (STATION 10+00 - 20+12) No Scale ROAD CROSS SECTION HORIZON ROAD (STATION 20+12 - 28+10) (25 MPH DESIGN SPEED) .-. ..- :�-• • s-�-• r s-s_• r s s_�-• • •_�_• • •_�=i • s•0__• s-�-•=• r-�=• s �_u_•. • .♦ , , III III llojmAIam NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON ONE SIDE OF THE ROAD. HORIZON ROAD CROSS SECTION (STATION 20+12 - 28+10) No Scale • ROAD CROSS SECTION CARDINAL HILL LANE (25 MPH DESIGN SPEED) AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH V BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. PARKING ALLOWED ON ONE SIDE OF THE ROAD. CARDINAL HILL LANE CROSS SECTION No Scale pLTH •• +�� OF •00t0M , 1 CLINT W. S F LET III N . 54380 1012612020 �s G POZ-OVAL ��;••' M E O � o N vt N Q O >E 1 W 01 E 5' uM N 3 SIDEWALK Q LL � 3 Q ILLO W (7 p ^y Q j U GOZ W J - n O N O c, d (A N 7 z il- a Y H x U Ln K K W W 0 R v u> o Lu w Lu w Lri U) O N > 0 v M af U U U U a O W Z Z Z Z C) C) C) C) J a a a �a Lu � LU U W W Lu W W �: �: �: �: w Lu LU Lu U K K K K C x 0 0 C) 0 rV rN O w 1-- NON11 Lo a O v o z "I O DATE > 1, 0 10130119 } 5' DRAWN BY SIDEWALK J. FOX • DESIGNED BY • C. SHIFFLETT- • CHECKED BY • C. SHIFFLETT SCALE N.A. W 0 F\J�i I 1' 5' Z SIDEWALK w > J_ li W O12� a W L Q Jcc EO L J a / WLL oZS L O TJ W 0 O W°z 0 O O T� i 1' 5' SIDEWALK O NOB NO. 40919 SHEET NO. C1.01 L pF WP-2 /0/ ,,�pLTH '>7 / ADJACENT TRAVEL LADE ASPHALT PAVEMENT WIDENING (4) 1• (25mm) DY HOLES 1 1/2' ON 32 13 V (334mm) Du 27 1/2' D1A [3Bmm]. BOLT CIRCLE [899mm] O 7' 1/4 7 i • GLINT W. 7 PE TO SHAPE TO ELEVATION 2"• -� lwann W1] �- 26 CONCRETE BUMPER BLOCK/ ANCHORVVITH5/8"REBAR // OF NT aF LARGEST PIPE. I EDGE OF E%ISING PAVEMENT (AS DETERMINED IN FIELD) m]w � z '�' • • `,J , $ F LET a . �' IMBEDDED 24" IN GROUND HANDICAP SIGN SHAPE TO -.-; CONTOUR I I TACK COAT THE PROPOSED 24* DIA � I • Lic. N . 54389 4C• /LOCATION OF PPE CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS I :•off •iV- 1012612020 (VAN) HANDICAP SIGN FACE OF LOCATION (TYP.) CURB �- I I ------------- -- ExrsrNc SUBBASE PROPOSED SUBBASE zs 7/1s Du s/B" [722mml [16mm] '�' �/ �� // oONAL , 1// I� I� o �% 2 •M • COMPACTED SUBORADE O O [964m ] [660mm./~ 1 1/2' 13/16" [38Nm] EDP .. �� CONSTRUCTION JOINT DETAIL FRAME SECTION 120mm] PAINTED � ' SLOPE TO DRNN TO INVERT 9 OF OUTLET PIPE ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS 2' (S1mm) IETlEJiS (RECESSED FLUSH) D'] E O �u o 18' 18' PER 2 MAX. SECTION A -A • ® PROPOSED MINIMUM 1 /, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X 12 INCHES, OR GREATER NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS 1. 3 1/8' 1/2• (25mm) �� N NQ 4 .. N AS DETERMINED BY CORES (SEE NOTE 3) AS DETERMINED r-[79mml [13mm]� 5 CO 4" VDOT SPEC. PAINTED TRANSITION WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF 3 13/16" 9 22 13/16" 2 1/8" [97mm] [579mm1 ] E E STRIPE PIPES ARE ENCOUNTERED. NOTES [54mIT 0 25' 1 3/8" j635mm] FF[17mm] w - y (TYPICAL) �B /' 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN I1 ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 4 11/16' [35mm] 9/16' O.D. OF GKT GROOVE w> 3 F U w 3 B' 5' 8' B' 8' . \ \\� 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. I14mm] SECTION VIEW 1) (6mm) DIA CAM BOLT NEOPRENE GASKET Q LL O 3 0 U. T= n TYPICAL VAN T SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF 3. A MINIMUM 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 APART. SEE ASSEMBLY ORAE (2) WSHR 1/i6 X $/B X 1 1/2 RUBBER PART/ 00981045 W O m H d' W L ryt Q U 00 Z ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE I TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11z_ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY rE ENGINEER. S r (•2) � 16(1D' �81,' 1 5 8' L W PICKBARS [5mm ' / (2) BLT HE% 5/8-11X3 1/2 55 2400' IaImm PARTS 00981230 J d _ W K > O N O N ACCORDANCE WITH APPUCAELE STANDARD OR SPECIAL DRAWING. n THE INVERT SHAPING AS DETAILED HEREON IS TO CONSST OF A // " PORTLAA CEMENT CONCRETE Y% CONFORMING TO CLASS U OR v 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 1/Z' [gym 63 CIA. STAINLESS STEEL ROD (2) WSHR 5/B ID 1.50 OD 55 1 1/8' (29mm) DIN BOSS [13R1rt1 PART# 00931318 lD- O rn N U' W 4. CLASS m EXCEPT THAT 2SX OF COARSE PDG�GATE NAY BE / / UP TO 4C ER AL CONSIST OF STONE, BRICKC /!" I S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REOUREMENTS OF SECTION 315.05(<) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL N M Z_ 0 � X U N RETE . THEN BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I r SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLNG. NONE I AT TIE-N LOCATIONS SHALL BE TESTED USND A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.071") OF THE SPECIFICATIONS. NOTES: '� NUT HX S 11 ZN NYLK PART# 00981284 (AL J Q 9 W W OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF AVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAN SH OR LOCATED IN AREAS SUBJECT TO FLOODING ALL HAVE WATERTIGHT FRAME & COVER, (2) NUT HX LAM 5/8-11 ZN 0 p V) I_:a � � Ln PURPOSES ONLY. EACH MANHOLE OR DROP IAET IS TO BE SHAPED -- NDWOUA LY TO BEST FIT THE PARTICULAR INLET AND OUTLET 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED, pART/1 00981228 3. COVERS SHALL BE FIXED TO FRAMES NTH LOCKING LUGS OR SIMILAR ASSEMBLY. Ln S N U > � Z O Z W 2 W Z W 2 W CONFIGURATION AND FLOW LINES. SECTION B-8 (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 001935a5 T Q u? F n H V) PLAN s N > METHOD OF TREATMENT IN MANHOLES MANHOLE FRAME & COVER LOCK LUG ASSEMBLY v w o U 0 U 0 U 0 U N.T.S FIG SI-E v a v 00 J VE= STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ` VDOT ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS ROAD AND BRIDGE STANDARDS FOR WIDENING SUBJECT TO TRAFFIC O I- ° F a Z Z Z SHEET I OF 1 REVISION DATE SHEET t OF 1 REVSON DATE TYPICAL PARKING SPACE DETAILS 302 MB O O O O 303.02 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION V Q: V Q: V Q: V QR No Scale 2016 ROAD & BRIDGE STANDARDS FRAME & COVER M O Q Q Q Q SIGN PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SEE FIG. S-I-D, E 11, uj � uj � PLACE 5' GALVANIZED " WITNESS " POST WITH FRAME &COVER STREET SURFACE OR 0 > > > > STD. U POST • CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ". (SEE FIG. S-I-D,E) NON -PAVED AREA O GALVANIZED G AS DIRECTED. MARKER LOCATION MAY BE SUBJECT '' = O TO HIGHWAY DEPARTMENT APPROVAL. is '• •..:; .`. SLOPED AREA F t '•4 " STREET SURFACE OR 2'-O" RUBBER COATED STEEL STEPS > O o o o ry FINISHED GRADE SET DOGHOUSE BASE �.• EXISTING SANITARY w NON -PAVED AREA 1'-0" MAX: e CAST IN PLACE w w G (�5I No ON CONCRETE BLOCKS : • ;. SEWER PIPE ' �� SLOPED AREA e = U p v O ( N DOGHOUSE OPENING SHALL �'••` '� •'•• a' MIN. 12" CLEARANCE``L�ct ' ' a"' s PRECAST REINFORCED CONCRETE Q \ rn O ti 6' BE PREFORMED BY • .. ' ! • • BETWEEN EXISTING PIPE MANUFACTURER OR r AND STONE BEDDING �'; 1'-0" MAX A �' SECTIONS WITH "0" RING SEALS Z O DATE SAW CUT FIT PIPE T. OR APPROVED EQUAL in V^ I• . °" OUTSIDE DIAMATER ...•.. IA 2'-0" e > POST TO BE HI'" ADJUSTABLE TRAFFIC RATED PLUS 60. '' • . -• �. �; ' .' ` : '�.'i 3'-0" MIN e O 10130119 DRIVEN VALVE BOX W/ LID : 12" THICK VDOT THE DROP CONNECTION SHALL BE O DRAWN BY Z O - IN :..'� No. 68 STONE BEDDING RUBBER COATED STEEL e DUCTILE IRON PIPE (CLASS 50) } :2 BNV'06" AND 4NEIN16" 3'-D" MIN STEPS CAST IN PLACE 5" BACKFILLED IN 6" LAYERS AND SOLID CONCRETE BLOCKS COMPACTED BY HAND TAMPERS J. FOX z N WALL (4 EACH) DOGHOUSE MANHOLE BASE PRECAST REINFORCED " IOR N 12 MIN BACKFLLED WITH SELF -COMPACTING :�. E tC11 11(11111I111(1,nILln1(IfN frnlll(II(IIIn11„NI,I,IIn1IN II,IIInnI„„11,11111„IN111111N11N,NII1111„NN11111 CONCRETE SECTIONS 12 MIN ,• " 0 RING SEALS ° 16" MAX 1T_ S TONE. 5 DESIGNED BY MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE MINIMUM ELEVATION .• MINIMUM ELEVATION DIFFERENCE • C. SHIFFLETT BE CONSTRUCTED AS SHOWN WITH 3.000 PSI CONCRETE DIFFERENCE ACROSS M.H. 5" 4'-O" 5N.VARIEc 12"MIN 12"MIN ACROSS M.H. FROM INLET TO TV CHECKED BY ON FIGURE S-1-A OR NON -SHRINKING GROUT FROM INLET TO OUTLET OUTLET SHALL BE 0.20 FEET • M.J. GATE VALVE -- --- -- ALLOW CONCRETE WRAP EXISTING PIPE WITH SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS � CHANNEL TO BE 3/4 DIAMETER OF '' A FILLETED INVERT FOR A SMOOTH A . .'" TRANSITION OF FLOW BETWEEN >. e. .t... INLET & OULET PIPE SHALL BE PROVIDED. • • • C. SHIFFLETT SIGN AND POST DETAIL SCALE 1TOFLOW A MIN. -0" BEYOND BASE ` NEOPRENE GASKET MATERIAL CONTRIBUTING '�7� .4 -- �s•8=--- 12 .. �. D'va '•., ND° ;I �'„D, • N.A. NO Scale BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- SEWER. . .. , -. • .; .'•a• •' 12" A SM00 ' 3/4 DIA OF LARGEST CORROSIVE STRAPS, 1 ON A FILLETED INVERT OR RESUM FESUM WATER LINE EACH SIDE OF OPENING TRANSITION OF FLOW BETWEEN PIPE IN MANHOLE PAPo(WG P�(NC1, 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 & P ( 12" MIN. CAST -IN PLACE PROVIDED. MIN. 6" BEDDING • LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 1 3,000 PSI CONCRETE BASE NOTE W/ NO. 68 STONE NOTES: T--I WHITE BACKGROUND. --j FOUNDATION SECTION VIEW 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPACES SHALL BE IDENTIFIED BY ABOVE 2500 P.S.I. CONCRETE dJ n 2'x 2' BEARING AREA. THRUST BLOCK d N N N N I . N 1 N N , 11 Ili 11 . INN NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. uj ( n v OR NON BASES. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED `.J PENALTY GRADE SIGNS AS RESERVED FOR PHYSICALLY 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW EXTENDED -EXTENDED INSIDE AND OUT. SM_� _ DISABLED PERSONS. PROVIDE ONE (1) R-7-8 -1500 ° 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 TOWAWAYZOIE TOWAWAYZOIE SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM a .: ° :, 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 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 1."ACCESBBLE 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 I �" 7 ADA PARKING SIGNS - N.T.S FIG. S-1-Al 7D-25 No Scale FINISHED GRADE Z VARIES VALVE BOX NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - uj 4" DIAMETER BRANCH VILLE THREADS WHICH IS =I ¢ AND VALVE THE LOCAL STANDARD. LIFT NOTCH I -III- - I I Q J M.J. PLUG VARIES LENGTH OF BRANCH VARIES 6' MI s' MIN 2' TO 10' [COVER 141111 14 1/2" 12 3/8" 12 1/2" AIR RELEASE VALVE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL AN 5 IN ANY - J Q Q I-' .• 36 MIN DIMENSION O z LLj 18"-22" 7 CU. FT. VALVE BOX I #68 STONE WATER BRASS OR BRONZE PIPE VLVBRONZE GATE 24 MI INTIAL BACKFILL* 8"MIN Lu m UJ Q 0 06 (6" LIFTS) WATER MAIN RESTRAINED JOINT FITTINGS 1 DRAIN TO GRACE EMBEDMENT * THOROUGHLY COMPACTED HAND OR LL > O U� 42"MIN :" CAST IRON LID •' 18" METER BOX IF POSSIBLE SPRING LINE OBY MECHANICAL TAMPERED OF PIPE W z LLI ON-LINE a VALVETE ) ;: i -' 8" x s" • )' - - I- -II I" HAUNCHING NO. 68 STONE - - BEDDING max O (TYPE "B") TEE I T 4" "min Z Lu 2500 P.S.I. CONCRETE ; ' " 1 ^,`.�,• BASE AND THRUST •:,.,. BRICK SUPPORTS OR SOLID CEMENT BLOCKS OUNDATION (SHALL BE • BLOCK AGAINST UNDISTURBED STABLE ry. �REQUIRED �, "' I,L CRUSHED STONE CONDITIONS ARE UNSTABLE VARIES THREADED COUPLING BRASS NIPPLE AND PVC SOIL. STEEL PILE f } 010 ��1 j Nil SOFT ALL PIPE) 0 PVC SLEEVE o CAP RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN 18" COPPER" 0 O T LUBRICATE ALL THREADS A HYDRANT IS LOCATED IN A FILL, IN ADDITION i0 THRUST BLOCK METER BOX (SEE FIG. W-7) TO POURING CONCRETE A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. '` . . "..:' /." 6" EX171SION " CORPORATION STOP O VALVE 57 STONE 6' • , ' ' NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE No. PIPE SLOT BACKFILLED ENTIRELY WITH NO. 21A STONE. M.J. FITTING 2" PIPE SLOPED NOTE (2 PLACES) 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TO DRAIN IF 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 = GRADE ALLOWS 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT NOTES: STONE SHALL BE PROVIDED' VARIES VARIES 2" BRASS PIPE (INCLUDING DITCHES) 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, 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 ALLOWED IN THE DITCH. NOTES: " " 2) FOR WATERLINES SMALLER THAN 12 USE A 1 A.R.V. AND FITTINGS. FOR WATER ARE SAME SIZE PLUG 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN 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. N (TYPE A) TYPICAL SEWER PIPE )oe 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) NTS FIG. W-8 N.T.S. FIG. W-4 NTS NTS SHEET NO. C1.02 FIG. W-7 FIG. W-9 FIGTS-3 L S MIN. I�---175�{ � 8' MIN. q•. Y. a 4C MN. 3r 3Y MR �11IIIM 1 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-7B 4C MN. 3r 3Y MR �11IIIM 1 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-7B ',III-II•II 4" DIAMETER BRANCH AND VALVE - WATER MAIN \--RESTRAINED JOINT FITTINGS ON-LINE (TYPE 'TB") PLUG VNRICJ THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2' PIPE SLOPED TO DRAIN IF - GRADE ALLOWS 7. VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE NA") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 AIR RELEASE VAL) BRASS OR BRONZE PIPE SOU (S.`E:& BLOCKS ■ TOPER" SOFT STOP GRADE GATE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WA_gRUNES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. W-6A THRU /W-7E). VARIES l 2' COPPER WATER MAINM.J. FITTING PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE UNETO CONNECrATMAIN WITHX"x41TEE • REFER TO FIG.W-3 FOR THRUST BLOCK 6EI'AlL50N 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-SC TD-12 COVER LIFT NOTCH 12 3/8" I WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 METER SIZE AIR RELEASE VAL) BRASS OR BRONZE PIPE SOU (S.`E:& BLOCKS ■ TOPER" SOFT STOP GRADE GATE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WA_gRUNES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. W-6A THRU /W-7E). VARIES l 2' COPPER WATER MAINM.J. FITTING PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE UNETO CONNECrATMAIN WITHX"x41TEE • REFER TO FIG.W-3 FOR THRUST BLOCK 6EI'AlL50N 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-SC TD-12 COVER LIFT NOTCH 12 3/8" I WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) 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' S'0• ' 5' IN, 4' 5' MIN. 1E' MIN, GREATER THAN 4' PRDPOSgLS WILL HE SUBMITTED. B DOOR HINDS 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 IDLE FOR TOUCH READ INITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' ALUMINUM ACCESS IIATCH NOTE; HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (2701 2' 70 10' 18'-22• 7 CU. E ALVE BOX }jfiB STONE 42"MIN 6•• GATE •-_I VALVE g" x 6" TEE 25W 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 ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALT. BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 w . S'AA .1 1 rt M.J. GATE VALVE WATER LINE LJ r . . 2500 P.S.I. CONCRETE •8 n 2'x 2' BEARING AREA. THRUST BLOCK ': d a. A, Y d A e .. v NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE i' COMPRESSION • 31e MALE PIPE COUPUNG OR APPROVED EQUAL S SOFT COPPER 1'"1S NOTE NO SMEATE➢ FITTINGS I DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES MULL BE USED ON PVC PIPE. NTS FIG. W-5 TD-9 O FOR USE ON ATTACHED SING,£ FAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTIAL AND IRRIGATION SERMCES. p ' It "` MMPREBSION x 3/4' MATE PIPE CWPUNO PPROVED EQUAL 'OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL MRMCE WHERE AN IRRIGATION ALTER IS NOT PROMDED. CAST IRON LID -FROSHM GRADE 36' MIN. COPPERSET" � 1/8 BEND COUPUNGy - Lr, ME ER kv.^n SsT•T Eeti °�� Ii Y.' ORPORATION STOP 1�s�. �ya:A•.n : � h'>I'1 BRIIX AS ti -"+• i.4<t' IB:CESBARY SAND OR WET UNDER BOX AND SETTER (2-INCH MINIMUM THICKNESS) 1k.F.eR�t . .... }Hti+f'fL,• . •,.3L. a DIAMETER GRAIN PIPE, 10 fj"tp,j - . 'i�1y^^,Ej LNG STONE POCKET, VppT y . SPEC. 203, NO.. 57 AGGREGATE yYhy4d .. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 - FOR BENDS 8• & SMALLER USES AP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. / ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND S912E A SIC D E F 4• -IV P-e r-3 2'-8 1'- Y 1 Ile e" r- 3'-0 2'- 1'-8 2'-8' 1 Ile 11 1/4 10" r-B S- r-8 7 N-0 2' 1r S- 4'- Y-0 Y'-d' Y-e' r tY 3'-8 b'-0' S-3 Y-0' V r 2 1/2' 4' - 6 r-e Y 7-B' 1'- 2'-W 1 1 4' 0' V- 4'-3' r-e r-r 3'-3' r 1/2' IV V-3. 8' Y-0 2'-0 S-e 2' 19" 5'-0 Y-e 3'- 4'-0 5'- 2 1/2" 4• - 8 S- V-O 3'-0• Y- S- 2 Ile 8' X-6 W-8 3 3'-8 45' 10" 4'- Y-e Y- 4'-S 5- 2 1 4 jr S'-3 C- 3'-3 b'-0 5'-9 2 1/r 19• e'- 11- Y-e^ W-D Y-r 2 1 r 3" THREAD 1 NOMINAL AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: 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 �i I■ 6" NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum C ertification9 ed Q Steel Beam, min. size) 3' min. penetration Into undisturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B ASIM A36 AND HEX NUT ASTM A588 OW) UNDISTURBED EARTH UNDISTURBED SOIL (TYP) 2 - 3/4" CIA ALL -THREAD ROD 1 WATER MAIN xi �3 VALVE -f _ I• 24" MIN UNDISTURBED EARTH PLAN • >' CLASS A-3 CONCRETE %MIN ' MEGA -LUG •'4 ti}•\'..::..'�:4 e1°T �'' •."° ve ...... 'eft....tb•"4°NOe•,••S''°.'+'- 8 MIN 8" ELEVATION UNDISTURBED EAR ' TRENCH " ABN WIDTH MIN ) z . z 1 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 LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NIS Fig. W-30 TD-e JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NDT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES _ID'i1I I 10'. 5' I I I 11 1 5' 1 1 r WATER SEWER 3 p o Of E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM M 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-1 Tn-A GOOD FOUNDA1ON MATERIAL ROCKY FOUNDATION MATERIAL 7aT I2a"�7IN,•, INITIAL BACKFILL J_;,1`J . * 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 IN UNSTABLE ITIAL BACKFILL a I e" 6" s 6.. SOIL -MIN. MIN MIN. #68 STONE \ ;GRANULAR FILL AS �APPROVED BY ACSA ST CK' STABLE• SOIL'OR ROCK NOTE L NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.140 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5.BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF F W.YD. CU.YD. BEND L H T L I H i 90 Z50 2.50 3.01 0.24 4• & g• 45 2.00 225 280 0.15 2.00 225 25D 0.15 221/2 1.50 200 2.52 0.10 n 1/a 1so 200 250 0.10 90 3.66 3.16 3.21 0.48 45 266 268 2.77 0.26 B" 221/2 1.66 2.18 289 0.13 3.16 2.91 266 0.32 111/4 1,611 2,18 267 0.13 90 4.83 3.83 3.42 0.83 10" & 1r 45 3•33 3.58 2.95 0.43 3.83 4.00 263 0,52 22 1/2 2.33 2.58 286 0.24 11 1/4 1.83 2.33 1 2.84 1 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 NTS MO. W-3 1D-3 ,,=•�64pLTN pF0 CLINT W. 7 9 S F LET a Lic. N 54380 ({44.,rlk IN ^� E 0 N OV N � C > E w a E 'Z Q LL r 3 U. W 0 m _j U 00 Z CIL DID wJ4 - ui O rn d T>A1 o A�L� a LD MJ - a, ZF 2Ma. v ?i0 Un< W q Q v 0 S ry Z '-" V> 1O O W W W W UID ~ CO Obi I --I vM 0000 r 00 -Li U3F > U U U U a d a d 0 O O O O O WWWW = ti ti ti ti (7 LU LU LU 0 W W W W F O O O N w TV N O 2 Q ^ a \ LID N Q R l0 0 Z A O UD DATE > 10130119 O } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLE 7' • CHECKED BY • C. SHIFFLETT SCALE N.A. W V J I -I 0 I w/ z li LU ^ w i..L C 0 a LLI J ED ��( LU Q W UL O W Wzl- 0 O W z 7 O 2 O/\\� JOB N0. 40919 SHEET NO. C1.03 O N L 3 �a 0 V O O K 0.0 � Z �O oM cat a y c " oL G O K a O 3 Z Z h O M a F 2 O .. 2 a m m 2 32 J 9 x mo £0 Iu c « 9 O o E U a O � a 9 �b Ao a .2 -6 �-6 m m c c C V G TIE c E F_ L 0,a SEWER SERVICE LATERAL CONNECTION NOTES: ,,LpLTN 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS C INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 60' DIAMETER MANHOLE CLINT W. 7 LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED, • O ,.• TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE o 1NL STer •� S F LET a • • 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL fIYR> DROP MANHOLE PVC CROSS Z • Lic. N 54380 4C �3 0-4 . BE CONNECTED USING A PIPE SADDLE USE APPROVED FLEXIBLE RUBBER y° B00T' �'F ,�y• O/26/2020 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (" PER °2 �4V; :G � o 3000 PSI CONC. BASE h_000NAL ROADWAY ALLSOOT 4. EWERSHALL HAVE A MINIMUM COVER 2� a °° A' 1101b NI��I DIAMETER OF 4". - GASKETED a • STOP COUPLING ° BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o 27' CHANNEL 1/4" : 1' MIN ' OF 3 FEET. '••' ,ij4. DROP PIPE PIPE(STAINLESSRAT > f- SALT TREATED FSU e^a+' (+' o EVERY 2P VRTI ALLY d i, t. �alr 1 E 0 N U c FINISHED GROUND MARKER + • 90' RESTRAINED BEND •, _� /� 1 V7 BRANCH j E = PAVEMENT mSEWER IMFLLIERT12" / ! D E A, .• A PIPE . y � , • . � s �' . MAIN H W t>i, 3 U w 3 I SEWER PIPE 4 u" COATED STEEL BAND OR STAINLESS 42' MIN. 0,25' MIN, THICKNESS STEEL CASING INSULATORS 42' MIN. PLAN 2 '� W 0 D t t STEEL CASING 112' BOTH W Q J U aMO Z _ ENDSFlLL 'iI� PLUG END OF PROFILE w w - O -• MAIN LINE SECTION SERwCE LATERAL MIN, 6' BEDDING WITH NO. 68 STONE fn W " a K45VCP 1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANTWO FLEXIBLE CONNECTION NOTE: z f ? u Ir 2'-D'T 7' OR B' T 7' OR B' 12'-!q 2'-0' (2)FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO a ¢ "- w 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL o R p (� Ln IV-1 Ln UCTILE IRON PIPE 18' OR 20' JOINT OF D.I. I '••I THE DROP FITTING WITH STANDARD GASKETJOINT. O' BE CORED AND A FLEXIBLE In _ � ry Z Z Z Z RESTRAINED JOINTS) I• 1 I 3. VER71CAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPEJOINTS STRAPS SHALL BE MADE OF CONNECTION BOOT v > 1O = Q M O W W W W NOTE 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT. WHICHEVER IS GREATER. STAINLESSSTEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT 07 INSTALLED F � rn w O O O O ?IN Doi v u u u u 2. ENDS OF CASING CAN BE SEALED USING APULL-ON END SEAL GASKET IN LIEU OF CONCRETE FILL. LAWYE-TEE TO SPRING LINE OF MANHOLE INVERT.NE t+f a � 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT DF PIPE JOINT. PLAN S.DROPCONNECTIONDISCHARGEFIITINGSHALLBEORIENIEDAT450EGREES,INTGTHEFLow. TYPICAL MANHOLE PLAN GO CD U WATER VARIES 6.VERTICALDROPPIPESHALLBEINSTALLEDAT90DEGREESFROMTHEACCESSSTEPS. > O O O O 7. MINIMUM 72"DIAMETER MANHOLE REQUIRED FOR ASINGLE ION"OR 12'DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - IN u u u u TYPICAL STEEL SLEEVE INSTALLATION TWO 84 DIAMETER DROP CONNECTIONS. UNDER ROADWAYS d SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o 2222 N.T.S FIG.W-10 FIG. S-I-B N.T.S. N.T.S. FIG. S-2 FIG. S-1-C2 - 0 Lu III Lu III TD-33 TD-30 TD-27 F w O O N (V N O 2 Q ^ a \ ko O N Q R lip 0� FRAME & COVER �m O ti DATE N E FRAME $ COVER (SEE FIG. S-1-0,E) i/) NING BACKFILL SHALL ONTAIN ROCK MATERIAL E y 6 $ g SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA NON-PAVEDAREAR j p } 10130119 3R THAN 5" IN ANY SLOPED AREA SLOPED AREA DRAWN BY SION E .�s - ,:,'- ,,,+~w !30 1'-0" MA% 2-D. ' RUBBER COATED STEEL STEPS J. FOX BACKFILL* .N� a CAST IN PLACE ;• 1'-O" MAX 8"MINAL EMBEDMENT LIFTS) HOROUGHLY COMPACTED .o�PRECAST REINFORCED CONCRETE"DESIGNED BY SPRING LINE Y HAND OR APPROVED OF PIPE ECHANICAL TAMPER fD �$E $ E o [y $ Eox Fe Q 6 8-6 �� • �N0. ITH '0" RING SEALS OR APPROVED EQUAL 'AC. SHIFFLE7T NCHING sea �- m TN 3'-0" MIN CHECKED BY 68 STONE - �g ° o� u 3'-0" MIN ALL BE RON STEPS CAST IRUBBER PLACEL 6" max 4" min x 2 4U 6 -� '� UCTILETHE PIPECONNECK(CLASSON 0DING p/' LL(AA 66PRECAST 5" BACKFILLED TIN 6%YER REINFORCED ONS NDATION SHALL BE WH N SOIL N E __, �" E COMPACTED MPERS OR t2 MIN BACKFILLED WITH SELF-COMPACTINGUIRED CON RNG SEALS 6" MAX C. SHIFFLE7T SCALE ARE UNSTABLE E R, 12 MAX STONE.DITIONS MINIMUM ELEVATION +� r DIFFERENCE ACROSS M.H. 5" 4'-0' PIPE) E 5" N.A. 12"MI' MINIMUM ELEVATION DIFFERENCE tYMIN N FROM INLET TO OUTLET _M m OSS M.H. FRONLET TO .Q OURiLET VARI - SHALL BE 0.20 FEET. SHALL BEMO'20 FEET a VARIES CONCRETE • .,, .' A FILLETED INVERT FOR A SMOOTH r DEPTH OF FLOW FlLIETS CHANNEL TO BE 1 • • TRANSITON 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 . :• l'Q PROVIDED. t2 �' tr. ° '''-' ° m CONTRIBUTING ,.r; - CON SEWER. ° " d 12" • 1-I BACKFILLED ENTIRELY WITH NO. 21A Fs A FILLETED INVERTT FOR A SM00 •• • ',A': STONE. 2. FOR DUCTILE ]RON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 z ow $., $ F 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE TRANSITION OF FLOW BETWEEN INLET &OUTLET PIPE SHALL BE PROVIDED. 6" BEDDING MIN w STONE SHALL BE PROVIDED' E, E s� s am 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED �1 � E E �� NOTES: NOTE : W1 NO. 68 STONE ON A MINIMUM 6" B $m H$ V BEDDING OF NO. 68 STONE l3" 6" ii� a 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE s SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT STALL DETERMINE WHETHER MANHOLES SHALL. HAVE EXTENDED OR NON -EXTENDED BASES. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE O O ILL 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED DESIGN ON SEWERS 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 S-1-1) N.T.S FIG. S-3 NTS MG. S-I-A I--" TD-31 FlG. S-I-c TD-34 7D-28 1D-25 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE _ WITH PART V, SECTION G OF THEE: SPECIFICATIONS Lu j J ^ w SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE FRAME COVER e, : • + •: Q z W (.) r (a,n^B uA HdAE 1 tom• ox az 3 .• Do«mD w I-- a 1R' OW o �T Duimc [� I �""0 ze t/4- pt 7• SEE FIG. S-I-D, E . PRECAST REINFORCED CONCRETE SETEXISTING ANITARY BLOCKS .• •"" " �. SERER PIPE W J Q [Ba7mm7 -� Inanvn7 I u' I F- IeSemm]�'I SECTIONS WITH 0" RING SEALS OR APPROVED EQUAL 1'-O" MAX 2'-0" ., DOGHOUSE OPENING SHALL A' BE PREFORMED BY •! , MIN. 12" CLEARANCE MANUFACTURER Wt "- ••r ' • • BETWEEN EXISTING PIPE AND STONE BEDDING SAW CUT TD FlT PIPE '•'(••: w Q LLI \ O / ,,,�( W u 7/1e• qA� Dzzmm] [tame] A FITTING ACS MAY BE REWIRED ACSA APPROVAL OUTSIDE DIAMATER • ., PLUS 8". .. 12" THICK VDOT Lu Z W (- 0 o se• DA " zB• [atlmml (I+- [BBDm � VATFi No. 68 STONE BEDDING Q O FFWAE SECTION 3/t5• 1 1/2' [3Bmn(j a B"xB"x16' AND ex6'x16" SOLID CONCRETE BLOCKS O I [2Dmm7 2• (5,mm) llRFxeJ"-a" THE DROP CONNECTION SHALL BE MIN •' DUCTILE IRON PIPE. (CLASS 5oT CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE Lu BACKFlLLED IN 6"LAYERS AND [zsmm7 \J 1 q s t/B' i/Y I rj P' RY I75mn] ItSmml "1 a zz p 5• COMPACTED BY HAND TAMPERS OR BACKFILLED WITH SELF -COMPACTING ��„�inini�„i,n�,ininniu,,,i iiiiuTWIT„u�„ni,,,ni,ii„ni„in�,n,i,ni�,niiin, n,,,,,,ii„i,ii,ii FILL DOGHOUSE OPENING 3 is/ts" 13/16' 2 t/B' [/8- [57Bmm] STONE 12 MIN MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED [54mm a 25' tt/16' 1 s/s" [6a5mm] Cft00JE Lim] B/16' O.D. OF SECTION [17nrn] [t4mm] s50TI0N VIEW 1 OW mir /4• (amm) DA 52E A55FAIBLY NEOPRENE rrsxEr DML i6" MAX MINIMUM ELEVATION DIFFERENCE 5• G ACROSS M.H. FROM INLET TO ': OUTLET SHALL BE 0.20 FEET 12'MIN t2"MIN A FILLETED INVERT FOR A SMOOTH AS SHOWN WITH 3,000 PS CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT Q O (2) rrsHR 1/1e X 5/8 x 1 1/2 VARI •. TRANSITION OF FLOW BETWEEN j 8 cwso 500 µ RUBBER PAR i DDaefots E IN 2) OMm [ISO _ II 7 S/B• Au ear Hat s/e-t,x;1 t/z ss 2'� I41mm PARrr BDaB125D •• • INLET $ ULET PIPE SHALL BE ' • PROVIDED. ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH O f 1/e' (2Bmm) DA eos [a"D' 17�mm as DIA STANUMS sm "Do (D N R s/a ID 1so Do s PLAN VIEW [ P" 002B131e +• �� C - FITTING DIMENSION VARIES WITH SLOPE. NEOPRENE GASKET MATERIAL 1'-0- BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE PICKBAR 8 LOCIODG HOLE DETAILEACH „ m Nnx NOTES: 2P rsr, " ' t "4' iz .. da:: •'• •.:.:.' A NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON 1. ALL MNATW D WI'IWN R YEAR QHT C WN DR Dwa,S A BE C IN AREAS SUB.ECT 70 FLOWBIB SHALL HAVE iRA7F7TI1NR FRAME a COVOL (2) Na HX AN $/9 l I ZN BE ; p'• SIDE OF OPENING 3. . M5 SHNL BE FUEDD To FRAMES AITM�gNG OR 9BRUAR ASSEMBLY. PARE$ aove122a 3/4 DIA OF LARGEST PIPE IN MANHOLE 12" MIN. CAST -IN PLACE (2) Rn pf 1 TYPICAL WATERTIGHT (sL000 PWG 3,000 PSI CONCRETE BASE ASSEMBLY MANHOLE FRAME &COVER LOCK LUG ASSEMBLY MIN. 6' BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIG SHE NOTES: REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE i nnsuun ..nnur,nunr,nnnn nnnnun . .n.nn.... u..... nnnunnunu i 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, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 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 JOB N0j. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 40919 NTS N.T.S FIG. S-i-Cl FIG. S-1-Al SHEET NO. C1.04 M-29 TD-26 L 404000 LEGEND // / \ \\ - LEGEND %�•,646*0 N / / \ REMOVE EXISTING VEGETATION STEEP SLOPES - MANAGED CLINT W. ?. MILL &OVERLAY ASPHALT S FFLET > STEEP SLOPES - PRESERVED / 3 Lie. N . S43 4C� / �P�9 SAWCUT ASPHALT i r 10/ 26/ 2020 EXISTING INTERMEDIATE CONTOUR , / - - 3z- - _ _ - SCALE 1"=100' \ \ I 00 S/OlVAL EXISTING INDEX CONTOUR - — — — �0 0 100, 200' \ \ EXISTING EDGE OF PAVEMENT _ — EX. EP— — EX. C&G //i/i\�\ I / \ ^� E EXISTING CURB AND GUTTER --- _ /, �`\ \ \-------------_ o u PROPOSED CURB AND GUTTER CG-6 — — — — — — — — — — — — — — — — — / I *0 EX. 15" RCP �� - - �/ / \\ — EX1ST/NGSTORM SEWER --- -- =----- 1 _- \ _ _ -�' t \\ \ / / / / / / I I — — — — — = °' E EX/STING SANITARY SEWER H w > 3 EXIST/NG WATERLINE - w \> \ ! �0 , ' - / /1/ / I I oo DAM INUNDATION BREAK ZONE - - / o o i - J \\ \\ / 111 _ / / \ c4(i / 1 / w - U ari mo 0 EXISTING FLOODPLA/N 0 0 0 0 0 0 0 0 0 0 ° o°� w N "� a .. v STREAM BUFFER - - o (� / / , ' / ' / / !( I !\\�\I ` Z i7 v EXISTING TREE DRIP LINE ° ° ! + / / / / / ' / _ - i / r / I(\ \ 1 1 I I 3 C ¢ LLJ N I o / l } / / / / /' / / \ 1 / 1 1 1 I 0 IlcaC °i °' 11 V) V1 V) V1 o / EXISTING TREE 15' OAK 1 \` , / = - ' ' ' I� 1 - - _ - - - \ \ \ � S ` _ > n O w w w w °° \ ,II / / , // // / III -I�>>/ _/'/_/_ '_I//i !!�i//� / ¢vi Ul �zzz �N w 0000 _=" IIII_/I/I!I ! O I / ( / / ! /!'/// /'� /,/�-'- elf�)11 )/Jll/// r / IIII/ �1�-sue- _L��---fir----- r- �� / ( / / / / ' /�- ///�� / VIT <� �i�✓6i/E/F�L/AY / --I \ — 00 o / / / / / / /' /' / ',' (// ��- \�,> / / /// /: i/ �i i r' / / / ! / / 1 AS�HAL1T _ SAWC�IF'� \ T t--------y \ !usG'E/ i� -� \ _ _ _ _'"�` �_ -_� a o_ d o_ d ` +\ {`�Rl' 'r •If \ ` _ ` - -- - \ 'r / ? w w w w } I \ �c \�/ _�\_- \ �_.�-� _ _\-y\—�"��—\ �• .��_ i.� _ 7 \ 1 O Cwi1 (n Cwi1 (n //j // ! \ Jam/ / / / ' / /_ / (/ I - �- i o /_ / / i/)! ! r �P \ \ 'C /r / _.:'.1 /'� �/ O '-�� / ' / 9RHEA-'! ��,�F� PcND_fT�le O�IE L'IN' 3,TO '/ f / % O /SA\�(X, / ! l , / J i _� _ �� i �vl� �\ _ / - _/_ � \ ° / / // / ,( .� / ' / / / -/'` Q.SPH - l l I / I \ - _ _ -PROP. 2 \ o / //�/ / +l 4 1 / / / IL Tr i, /� // j � '^1- /i i _ _ _ ' ! / // / /iY r`EL7"'i\ZD/VJE .�iCLY/TV' f� VDOT� / / / ! / Oli - ' / l / ! I + I 1 F - ( ' MMMI !W CE-, FRQ F AL Gft�/DE. 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I _ I I i Z —/W / /� /� I IIII \ _ �\ 't- _i _ - _ /^ '\ �\\ / /\l'\` �' \ /\. _ \ _ I. _ _ \� of \\\ \ ' I/ I I I-Y /' �/� �' LLLL...dddd L�JLu °�UC �V _\ / IIII 1 O \ \\ - ��-\ / _ \a>- / `\C \ SHEET NO. \ � _ �`� _ o \ `\ \ / i / �/ // ! (/ / / I 1 \W` � / d r 7 r(� / I / � I 1/Irl t e-a �\--\ � y \ \ �. '�- o \ _ - o_ _ \ \i //, /�C'/ // IIII / I I I -i 1 I 1 1 T T'/' f I I i` - - / "Z `�°\Oo \o° \_'/_ — - mac_- - �\��A \� �\ ! ! ////!/ /// /�'','//(//// l II I 1�- \%% i �/ il( \ \\\ 1 \I /\ /\! I f / /�- !\/ // //////r/ r i` � •-�-�1' \ \ \ _ \� \\ '/� C2.00 L EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF 3 ROADS, A RESIDENTIAL COMMUNITY, AND ASSOCIATED UTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING ARE 15.68 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY A ROUTE 631 ON THE NORTH AND WEST, WOODS ON THE SOUTH, AND A MOBILE HOME PARK ON THE EAST. EXISTING SITE CONDITIONS THE EXISTING SITE IS WOODED OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED. 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 ANNUALRYEGRASS (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 ,WA��pLTN pF�0,y CLINT W. 7 :�d 2S F .LET a, Lic. N 54380 {44C� Q� 1012612020 CL O oc t7 L z O a_ u U N LLj O ti ti 0 W W W W O O O O wwww aaaa 2222 ti ti ti ti W W W W Q�o moo; DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE N.A. T_I (W V J J J Q C, 06 w z Cw Q z G > J aw J O O I- Jmz w Q O >O LL C O w W " 2 0 0 p45 O z O w ,O V / JOB NO. 40919 SHEET NO. C3.00 L TOE REQUIREMENTS FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) GRANULAR FILTER TOE REQUIREMENTS FOR BANK STABILIZATION No Scale 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) 2004. le 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 VAR ' CREST OF STONE WEIR vmRtAs GROUND E \ELEV. WET STORAGE MA,, ` 1 (ExuvATED) FILTER GLOM GRICINAL RD11ND RIX,,,D EEEV -SEE PLATE MA3-1 COARSE AGf>AEGAIE` CLASS 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. TRANSVERSE OPEN CHECK SLOT MMI -ENTRENCH EDGES OF MATERIAL 6" TRANSVERSE CLOSED CHECK SLOT UPSTREAM AND 6R•8" DOWNSTREAM TERMINAL G 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 Trap Volumes: CREST OF STONE WEIR NMNARE Elevation (ft) Area (sf) Volume (cy) ORIGNIC GROUND 461 947 ° 462 1295 41.5 DRY STORAGE VMMPF 463 1667 54.9 N 464 2065 69.1 jj&rlj�� 1 465 2487 84.3 WET STORAGE A, MAc 466 2935 100.4 (Exuw ED) FILTER CLOTH 350.2 GRIOIND , E`�1R1OE� 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) (6xDA) 14.3 Dry Storage: Bottom of Trap Elevation (ft) 467 Dry Storage Required (cy) (67"DA) 159.5 Bottom Trap Dimensions: 74' x 3' 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 1r I VARLNE E Trap Volumes: owGwL CREST OF STONE WEIR .E• Elevation (ft) Area (st) Volume (cy) cRouaD \ GRO la 415 1609 417.4 2653 189.4 DRY STORAGE - v vARMac 419 3429 180.2 " WET STORAGE A, MA),.1 (EXGVAIID) CLOTH ND `PETER GROUND cRo nLv Storage: .SEE PLATE 3.1}I COARSE AGGREGATE` CUSS I RPR,P 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 VDOT #3, #357 or #5 le 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 ST 3.13 SEDIMENT TRAP 1 1 SEDIMENT TRAP 2 No Scale I No Scale Sediment Basin #1 Design MIN. 1' WI SPILLWAY 2:WITHOUT CW5T OF EMERGENCY SPILLWAY Drainage Area (acres) 5.78 DESIGN HIGH WATER Basin Volumes: (25YR. STORM ELEv) Elevation (ft) Contour Area (sf) Volume (cy) I r ON 418 2640 MIN 1.0• 421 4570 400.6 RISER CREST � 423 6010 391.9 DRY STORAGE DENATURING DEACE 426 9210 845.6 wE STORAGE ill SMMENE CLEANOUT POINT (TWET ' STORACERREDUCED O 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 59 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 125yr 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 3.19-1 ST SEDIMENT BASIN 1 No Scale Sediment Basin #2 Design MIN 1: WI SPILLWAY 2' WITHOUT CREST OF EMERGENCY SPILLWAY Drainage Area (acres) 7.34 DESIGN HIGH WATER Basin Volumes: (Xi-YR. STORM ELEV.) Elevation (ft) Contour Area (SO Volume (cy) Ds• 407.4 3030 MIN. t D• _ 410.75 5020 499.4 p RISER CREST - 413 6801 492.5 DRY • STORAGE DENATURING DE^CE 416 10240 946.7 wa • =D E 983.6 991-9 SEDIMENT CLEANOUT POINT T" STORAGEREDUCED (•TO 4 C./ 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) (> T) 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 (ft) 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) 2.1 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 (Z-1) 0 Tc (min) 5 Slope of Barrel (Sb) 0 12yr 3.69 Qp 2yr 12.2 Length of Barrel in Saturated Zone (Ls) 0 125yr 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) 0 Diameter Trash Rack (in) 42 Slope of Exit Channel (ft/100ft) 0 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 3.14 ST SEDIMENT BASIN 2 No Scale ,, =•�1 NUT N pF 00� S CLINT W. 7 2S F LET a, �•o� Lic. N S4380 G 1012612020 m E 0 OV N � N Q O > E a E uI LAI Q U- o 3 U. W 0 m .^-I _ j 00 z w - LII O rn cD W N v� zF? d v 30L)Q w oR O v Ln S DO N "" V > 1O z O cW cW cW cW vM 1 0000 00v O O O O ct� Q� ct� a a a a M O O O O O = wwww un ti un ti U > > > > Z) w w (u w 0 x 000ry � F 0 uI IV N O 2 Q ^ a \ N Q R ko- C0s z 0 DATE n 10130119 0 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. (W V J J J Q I--i � Wp 06 W z Cw Q z G > J aw J 0 0� ED w Q 0 LL O � C O w Wu 2 F5 I) C46 0 z 0 0 T� + W ,0 V / JOB NO. 40919 SHEET NO. C3.01 0 0 0 3 �a � o o o. �z �o 0 E a y o- 0 0 �x � 3 m zN oLD � a �v 6-2 �§ n 2 Y J y X m0 c o 12 c M, 8 Eo c U !0 a Tn c b 10 a 0 � o m a� �N W 0 �o C p N Ti E c E F_ L 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. fv 6' MAX 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 WIRE INTO THE TRENCH. FILTER FABRIC-,\Yr1Uip SF I I 3.05-1 SILT FENCE (WITH WIRE SUPPORT) No Scale El 1:1 El El El EFJI 1 112 u U ULU 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. 8NO SCALE REE PROTECTION Scale KI do 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 91M :dr KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN.) IRE OUTLET TO VELL DEFINED :HANNEL I 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 I 3.38 1( CP OUTLET PROTECTION No Scale TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION SHALLOW BLANKET) SLOPE 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 r COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE 4 INSTALLATION. TURN THE 12" DITCH FLOW END UNDER 4" AND STAPLE 4 " 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. EXISTING GROUND MIN. .TER j o-m�.. AI OTH J SIDE ELEVATION M1111 .}. .N A7.131. :} is •ta BM 3.36-1 CE SOIL STABILIZATION BLANKET (TREATMENT-1) STONE CONSTRUCTION ENTRANCE No Scale No Scale TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA ANCHOR NOTES ioSLOT APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 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 I MAX. STEEPER THAN 4:1 I I I I N - � I I CHECK SLOT I I I _ I 1 i01 I I I I TAMP z I I FIRMLY CHECK SLOT 2 I I I I °D r-VAR.--I--VAR.--1 2, 4 O �L7 Co won=STAPLE FORMED FROM NO.11 STEEL WIRE CHECK $LOTS AT MIN. 50' C-C CO ..�., . �.,..�., �..................� INTERVALS: NOT REO.'D WITH e srary IV STA JUNCTION SLOT TAMP FIRMLY f•`12"---� 2" O F 3.18-1 BM � SOIL STABILIZATION BLANKET No Scale TES FOLD TAMP FIRMLY TMENT-1 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 l t MATTING ON UPHILL 18"MIN. I+ I I I I I SIDE PRICEILB FLOW_ 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 ll1L llll ll W ll1L 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 'FASTBALL RGL' 'FASTBALL RGL' (TURF TYPE) a.5' MIN. 20.00°k PHLEUMPRATENSE, TIMOTHY,'CLIMAX' 1.20 DD CWD 3.09-1 'CLIMAX' 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 FENCE DISTANCE ISUMINIMUM TEMPORARY DIVERSION DIKE FLOW IF FLOW IS TOWARD No Scale 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 EMBANKMENT ALBANYPINEBUSH- ALBANYPINE BUSH - NYECOTYPE NY ECOTYPE "OPTIONAL STONE COMBINATION 8.00% AGROSTISALBA REDTOP 8.00 1' 100% MIX PRICE/LB BULK: $3.61 �^ 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 • 51 EXISTING f PAVEMENT 'MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT p MCA 61- 1 wil wivar, I wlaamIW =11 ffils@ allhlllll IIIIII�IIIIII �IIIIII 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 DRCP INLET PROTECTION DROP INLET WITH GRATE IL -FRAME 3' MIN. GATHER - EXCESS AT CORNERS PERSPECTIVE VIEWS STAKE FABRIC (� MIN. i 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 ,=•��pLTN pF•• �• �' C1 S CLINT W. 7 :.0� 9S F LET a, �A7� Lic. N SIJtB 4C� rj1012612 020 �� 421-Ol1AL ��;�:••: ^� E 0 N OV _ N � > E a E W -� 3 w w Q a o 3 LL W 0 m U°M0 �_ Z -� 0 C7 Lu rv� a zI a v ? 30V)< w o R C O� ti� I v S = ry V> 1O Z O W W W W ~ o rn vM Lu 0000 n V �r 0000 ui a a a a 0 3.02 unU)unU) W W W W 0 2 o000 O O N F W rN N O Lu 2 Q N "It a ve�o z O DATE UI > 10130119 O DRAWN BY } J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE N.A. T�I W Q J J Q F--i W Q 3.07- 6 I 06 0 Cn w/ z 0 li 0 Lu Q z G > J 0- O L C O I- ED Z LL \Lu Q O / 0 z Q O W W " 2 O Z O T� O i W L.I.J IO V / JOB N0. 3.07-1 40919 SHEET NO. C3.02 0 m L 3 �a � O oo n B'o 20 0 M c E a cc c m a0 0 U 3 m Z. oM " a �v 46.2 �5 o n m c 2 Y ' y x= N o B� .0 0.2 E c U m 0 0 M = N 'a 10 a 0 � o 0 = c o = N nE c E F_ L \1 \\\\ "- // I \ o \ \ \ \ \ \ \ \ \\\ \ ` \\ / \--- '/�It / 1/�S // // 1 /� / / 'f �1 �1/ I / A\ V A V A \ v v A v - >s / / >_ >� >s 1 1 I/ A ` ` ` V ` \A V \ V A v v v v v / / SEDIMENT BASIN #1 / > I I\ \ \ `\ \` \ e \\ ` ` `\ `\ ` \`\\\\ " \ \ \\\\`: `\`` \ ` \ \ -_----'MATCH/LINE -SEA„ H ET C3,44,'�"/ /I, 5.78ACDRAINAGEAREA % / I I I I I I \ \\ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \\ `\`.. \\' \ ` - - / /' / / '//// //,'/ /' //,//" //'// ////// , / I //l, I/l / TOTAL STORAGE REQUIRED: 774.4CYI / /\/ I I II-\\\\ \ \°\\\\ `1 \\`\\\ \ \\\\\\ \ \ \ \ \ \ \ \ - , /,d /, , // ///,//////,/�// / / Ir ` / 1 �I \ \ \0 1 \ \ \ \ \ \ \ ` \ \ \ \ / / / / / , / // // / / / / TOTAL STORAGE PROVIDED: 792.4 CY / / I I 1 1 - A` V v V ` V A \ \A I Vv A V ` V VA \ v A vA ` v v - ---- ' // / i / . / / ,,// ,, / ,/III I \ / / I I\ \ \ , // // p / / - I I I I I I ` \ \ ° \ \ \ \ 1 \ \ \ \ \ \ \\ \ \ \ \ \ ` ` \ ` I � / / / / ' / / ' ' t/ 'd '/ / TOP OF DAM ELEVATION: 426.00 / /� - 0 / I \ o A 1 A A A \ y v - _ ' , / / / / / / , / / / / / I ' / / / I I I �1I I\ \ \ `\ ` `\\ \ \ I I\I\\I\\`\\\\\\ \ \\`\\`\\ \ \\ `Ir `\,\\\\\\.` ---, ,/ ,/,I ////. / �,, // /0l//l'/'',' 'l1-lI rlI l \ v I /0//�% / \\\. \\ I I / / / 1 1 1 \ \ \ \ 1 1 \ I \ \ \ , \ \ \ \ \ \ \\\ \\\ --- // // // ' IT /' A / / / 'I I I _ I / I f ` �\II I /l I I I - I \ \ °\ \ 1 1 \ 1 \ \ " \ ` \ \ ` \ \" \. \ \ \ \ / / / Q i / ,e/ /'///'A/ , ' J_I I I : I I \ �° / , I /\ \ \ \ I , III I \ °\ \ \\,I\1 1 \ \\\\ \ \ \\` \` \\ \ \\ \ \-\ --- /// // / ' , // / I11 ,�, o \\ \\ \ I I I / / / , _ I I I I \ \ \ \ \ \ \ - , ' / / / / /, , / III - -/ \ \ I I / \ \ \ \ \ \ \ \ \ i / ! / / / \/ �+ , I I I I ." I \ \ \0 \ \ \\ \ \ \\ \ \ \\ , \\\\ \ \ . '` I\ �_ � // / , I'/I ;/ /�'//3R' f// % / ', /' IIII\ Ik7OIL TYPE; ,� // /S/ , ,� \ , \ \\ \ 1 / / �I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , / / / / / / ° / \ \ \ I / I I \ \ \\ \ \ \\\\ \\\ \ "` `� \\ \��_ /. /// //�/////////,I' //' /.III- \� �6 ` �'�// / r \\ \'. \\\\ \ \\ II I I I I /( \`� \ d \ \ \\ \ \\ \\ \ \ \ \ , \ -- ' ' ///' //'/;/ /,, / // I11 , / �' o/ / / //� ti \\\\\ \ I /;' \ _ / o \ \ \ \ \ \ \ \ \ \ \ - : ; , // / // // ,o//,' ; , / / I I I / II I , / / , o/ / \ \ \ // // /i/ / /I / / / \ \ \ \ \ \ ° \ \ \ \ \ \ \ ` \ \ \ \ €AIDI BU FERt- - - - - / / / / / /i / / / ° ,� / / / / - / / ,p / / \ \ \ \ \ _ - , / / / / 6// / / , , / / / I \ , / \ / // / / \ \ \ \ \ \ \ \ \ \ \ \ 1 o \ \ \ o \\ \\ \ \ \ - ,F.La02PI-Al _ -- - -/ 11 I /// 6/ /// �/ L , / / / I \\\\ \\ \ \ / , , ` / 1 \ \ \ \ \ \ \ I ��7 o \\ \ \ \\ \ \\ \ \ \ \ \�, \��GO.C1S°E 1iA97D/�\AREA_--- /i/ /i/ //C / o'/ �% I\ -' / \ / _- 1 \ D�'i \\\\\ \ \ \ \ \ \ I \\ o \ \ o \\ \ ice/ / / '? /' //'/ I // IJ / / .o / / {{{,,///((( / / -/ / \ \ \\\ \ \ \\ \ o \ \ / �/ , , / / , // /, / \ l I' // °°0\\ \III\`\\ \\ \ \\ \ _ `� � �--I%/i'/ /,,/'''// ' / 'i /,/�, / �� ,/ I/1 / , ----- - _TS \\\\ \\\\ \ \1\\\\ .F I'll too \\ `� ` \ \ ll __\ p �y�-/-r/ ,/vr.�OH��' , /i�/,/ �i,o jf ' // ' / /' ,'� / - / _/ �I II \\I\\\\\\\\\ � TP \ ` \�V\ \\ lo- -;�b-- - "' °' ---- - URGROAD ° / fl/ , / , / ' - - - I I \\\\ �\\\\\\ \ \ I / I _--------=--= -- _�__=_ _---- OLDL 1 i / - - _ - \ _ _ _ _j - f TE / / ' ' , / DD / , ' I - - - _ - - _ �4(7� A A A V \ 1 \ V , A 111 \ \ / \ l \\ \�\ \� I - 419.7 _ -- __ i 7ATFs1h 01 ty\\ `� - i , /// , ,'//' , /- /' /- /_ -_ �+j�,I /-� _ / 1 \ T� 1 \ ` \ /l7 /'' \ \`--�\\�� \� ��=-----1 �\� 1 / og % 4152 --- RYING -Hlv�9''' /' / /' /�' '/,','� / / �' /-- 31�4LT I r� I I I �`.- ,�,t / o _ _ _ /4171 \ 0 -- -- - , / - - _ - / / , , \` p1 - _ _ _ --- o----_-___---- - 1, ' / '// '/,. / , �/' / / -' / ' --- -- R____-- I \ \ \ //� / 0 1 11°°0-405-5-�C--i--� _- -t- - _ - �-___`s - - // \\` ', //'/'%,/////, /''�B;OjL A-TP�/-/---'�,' - �---��L!____-'///'/ J I I I I 1� -�-- - _ ' / // / 0 \ °0 ! - _ _l�- __ ____ ` -- �_ _--- - -- ------- - - ---i // ' T�EPS,L/O ,' // / , // / , /��.yy ,--'�''_� /------/ - - - -' , / / '�a�j, -f. � a.� �hr - � - _�- --- - --0 / / / /1 /4/'�/i' /' ,/' ','/','/,'/'/ �' L7 /,'�/ /''- __---- - _ // I 0 I I 1 / o +° ° / SEDIMENT BASIN #2 ` - - - - / �� % 6 0 / / / SF / - / - ' - - _ _ / �- / /------_ / I I It / 0 I °o 5.54ACDRAINAGEAREA(PHASE1) _ - // 1 / /// /a / //I // / / / / /. / /v/,' / ' '''/ ------------ ---__ - - I' / / r ° / \ I o _ - - - = 7.34 AC DRAINAGE AREA (PHASE 2, USED FOR DESIGN) . /_ / - - ' / - / /b / / / / / / , ! / / / / / / / - - _ - - - - - - - - - - - / ° // / / 711 ' A ° ° o ° �' TOTAL STORAGE REQUIRED: 983.6 CY ✓ �/ �/ / / /'// /o / ///// /'L/,�/ / ? / / / / r`/� '�' /' / / / - - - - DSO- - T ' , ° ' ' ' / / II / / - - ' ° o TOTAL STORAGE PROVIDED: 991.9 CY - ! - - 'f / ' 42d I 1 pD ' ' ' / ' / / / / / ' ' , ' � - ' - - - - - - - - - - - TP I o /� - � : / I \ - - , TOP OF DAM ELEVATION: 416.00 - i /TP ' / 4 / / / I ,�I I I I I / / / / /' / / / / / / / / , , ' , , ' / _ - _ - - _ _ - - - - - - / , \o /, /-' / \ / / ' / - _ / / / / / / ' / ' ° �/ '' \ 1\ ' / /-/_ ' 00' / f� /~ I I I , l l / /'/'/' // / / / fit',/ ,'/, / ,' _-_- I^ � / ° ' I \ \ \ 1 '' '- - -� -_ / /;- /// -�- {/ / // I I I I I I I l l l / I , / , / / / / / /,/ , / , -- 452.9 - ^1-- o ,/ / \ I/ / i i = \ _ `` \ - / -_- /- - - OP1/ ' f/ / I II I I 1 I I // / / / / // / ,/ ' / // / /' '' /' / ' - � ��-� - 4 3. i �I\ ' o \ / _/ _/',-, \ ' 101 '� 'o°° / 1 1 I l / 1 / / l / / / / C /�\ `" 177 C3 ° y,. / - / '/ 1 �� / � \N - I 1 I / I '/ / �'i � / - ' / / _ / I I I I / / / / / / / / / / / / I D(i` / / / / I / \ �� 1 _ - - - - - - - - _ _ _ I � \ \ I I I 00 A v v v / CIP \ k- - -_ - , 1I I I ` CWD �--- - -"It- I /I \I j J --- ------ --'l / \�" I 4 \� - /'\ - - - -�- - \ - // -- k - -- - -zt > / \ �• �\ F- _--___�--_ r / kll� \ T/ --- ` \ 26t 1 - - __ I +� -A \\ �\\ � \ \ \\ \l \� f _ WO AK \ vIv A SYCAMORE `I \ \� \ - -1 1 � \ 1 I , I \ \ ` \ ,�„ \ �� \ \ I 1 � I a \ \ \ \ \ MAPLE \ / \ 451F.I7 I 1 n \ " y � _e -,U6T i �X / // I , , / / ,/ / / cci I I // / / / / ,' /' / / / -� \ / I� /� 'j*�, I, I / I I -I /- ,; /// k- / ' / / / " / / . / / ' , ' - N - / �/ I I� ,/ /��-/ i / / / % �/ / / , / DRAINAGE DIVIDE , � ° - .I i ._ //� - \ \ I / I 1 ' / 'i ' , / I I / I / / / / - / - ' - - - - - - - - - - - - - _ \ \ I I - �. / \ ' / (TYP,) / I / / / / ''f / I I I I I I l l / \ - - - - - - - - -- I -C �, / �- 7, '_ - ' S.! 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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. SCALE 1 =30 0 30' 60' _ - - - - — KEY PLAN _ IS NG WATER LINE, / _---- _------------------------ _�j DINAT A _ ------------------------ ------------- 90° BEND / rr -- --- --- - -- - W ----- — -- ---- ---- I ( II 12" DIP - -- ------------------ \ ---------------- _ _ _ _ _ _ — _ _ _ —-------------------- 90° BEND __-- _ - II _E - _- --- -----_ _ -- 14" DI WI 309 PE 36' DR17 CASING — J PAVEMENT TO B -------- ------- --- REPAIRED PER ----- — — — -- _ _— — — — _ _ L = _ — STANDARDS — ____-- ----= 0 ___ 110.02' _ __----- tg _— i6 - OLD ROAD -- ------AVE.— = _ - --- - --- R/fN STATE ROUTE 631 �� - - - -- - - - - t 376 TO - - `—AMBROSE COMMONS DR.(VARYING R/W WIDTH) r �U' �T �� MILL AND — — J SUNSET -- / i / / �. / /� / -OVERLAY = -- I 0 VDOT — STD. 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CONTRACTOR TO COODRINATE R604 N o OHP--I WITH UTILITY PROVIDERS ACCORDINGLY. —OHP— - —OHP I / � OH PROPOSED tl Io _ _ OHT_ I / TREE LINE �- 5' 60 6 _off G 0 13' PLANTING P_ - oHr_ oNP/ PIPE DEFLECTION 1 STRIP 12" GV 8 - - 12"X6" TEE, / 5' BIKE 5' CONCRETE 6" GV AND FHA LANE SIDEWALK �o 22.50 VERTICAL BEND & MJ �✓ J Q5' BIKE LANE :1Ulylvae1; 1yRY.9auI* wo WITH 8" GV; STUB OUT WATER LINE FOR FUTURE SPEED LIMIT SIGN DEVELOPMENT � . I i . . 14 / TA R267' 1+p0 8" DIP 233' 12+5 - �-- PROPOSED TREE LINE r� I I I I I I " REFER O SHEET .06 0 HORIZCI I ROAD CONSTRUCTION PHASING. I r .N Jj 12" CLASS 52 DIP WATER LINE / 1 ' � N 20' PUBLIC DRAINAGE EASEMENT, TYP. FUTURE CONNECTION TO SIDEWALK AND BIKE LANE ROAD NAME SIGN j 8" GV �0 20' PUBLIC DRAINAGE ry' 10 p, EASEMENT, TYP. 15 x J HORIZON - R25' Sq�j 20' ACSA �� EASEMENT ROAD _ 61' PUBL1��10 5+ p 247--+- - � 6 10+010 16 STOP SIGN J� ARV IN 1"WATER m GRADING EASEMENT METER BOX m I 12"X6" TEE, z O I 6" GV AND FHA I I 1 I I STUB OUT WATERfME FOR 12" FUTURE DEVELOP"E !T R100' 12"X8" — — CROSS — — CAP 12" ATE VALVE — — — — I r— L—J PROPOSED TREE LINE RESIDUE #2 114784 SF J r — --G - -J L ----- r — J L�L-------- Lif J / I r� L —J LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT �64pLTN pF ooi CLINT W. 7 25 FFLET >� �A7� Lie. 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N S13SO 4� 1�P i G 10/ 2612020 w: SCALE 1 "=30' G� ONAL KEY PLAN n E O � O — N 0 N C _ > E W N 3 1 / 0 �W O — U W Z _ J J _ Lri 110 02' R/W _------- ----- - - - t MB T z P u - - - - OLD LYNCHBURG ROAD `—AMBRO < p x Lu STATE ROUTE 631 _ ---------------- / _- - VDOT ----------------- - - - - - - - - (VARYING RNV WIDTH) i STD. WP-2 = 04 v z0 w z w z ---------- - ~ rn . z z z z _ ------------------------------ ------------------- - - — — — — — — — — — — - w OU O O O _—�------- -- --------------------- K — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —0 y— — — — — — — — — — OHT 2 2 2 2 OHT — OHP-- —OH _CHT� O.H. ELEC O O O O OHP— — — — — OHP— — �� pHP - TELE & TVLINES — OHP— — — — OHP— — — — �iELE VAUL T i _ pHr `� a a a a O O O O HHP P O_ W W W W W W W W OHP— — _ OHP MANAGED STEEP > > > > _ — OHP— — — _OHP— — - — SLOPES 20' P 0 OHP— — — — — OHP_ DEDICATE EXISTING I (TYPICAL) O.H. ELECTRIC = — _ oHP� �� PRESCRIPTIVE O.H. ELECTRIC TELE & 1VLINES o oN rq EASEMENT 17.5' FROM > o 0 w o o ni CENTER OF RTE. 631 TO TELE. & TV LINES = ~¢ o ko OVERHEATO BE DRELOCATED VEERTICALLYOPOWER AND TO MEET LINES a o VDOT FOR PUBLIC USE ♦� VDOT MINIMUM CLEARANCES FROM FINAL o f�� GRADE. CONTRACTOR TO COODRINATE �_ DATE �� WITH UTILITY PROVIDERS ACCORDINGLY. > 10130119 i0 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT RESIDUE #1 SCALE 919333 SF • 1"=30' • • W Q J I-� 8" GATE VALVE BLOW -OFF ASSEMBLY WITH 0 20' PUBLIC DRAINAGE STUB OUT WAATEERR Z Q PROPOSED LINE FOR FUTURE SPEED LIMIT SIGN EASEMENT,TYP. Z - 11 TREE LINE DEVELOPMENT w J ROAD NAME SIGN a 8" GV (n 5 SAN = _ m 15 J w " - SAN --- 6' 18+50 -- 17+80�-�F _ J 1 \ 14 Q 17+p - - - � 36' 19+0� , ' 16*55 1 ° e 6+30 GRADING SA \ / '�vv PIPE -R'i �- PROPOSED EASEMENT DEFLECTION 8" DIP TREE LINE 12 )( ` 20' PUBLIC DRAINAGE 8"X6" TEE, 6" EASEMENT TYP GV, AND FHA LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT .a-SAN L F_HORIZ N ROAD s _ +50 11+00 61' PUBLIC R - �. 8„X8„ 10 5+ p W Z TEE Q_--/-12 8" DIP OU 0 Lu 12+5 STOP SIGN ° R25 s O °° , �\ 10 \� I R233' a ; . w ° ° ° GRADING ARV IMET RATER U PLANTING EASEMENT O J \ r _l RIP 12"X6" TEE, 20'ACSA 6" GV AND FHA EASEMENT ' GRADING I REFER TO SHEET C�.06�0 EASEMENT HORIZON ROAD �� ` \\ PROPOSED CONSTRUCTION PHASING. / \ 8"X6" TEE, 6" \\ r TREE LINE GV, AND FHA30B NO. I o UGT L 40919 I 1 / ,_._ ___ i —_ --- —UGP---- —UGP= — — —P -- — _ —UGP-- — — — SHEET NO. UG —�-� — — UGT— — UGT —UGT— —UGT— —( UGT -7 = UGT = - T� C4.O2 —UGP — _ -i-__ ^I ^I 15+00 -W 14+50 ---"*-SANli CG-6 36' I 14+00 13+50 LPN -- +00 R233' 13 L �646*04040000 pLTN pF 000 CLINT W. 7Z 2 S F LET a a / - : -o l ic. paS/Jt4 (4.,: / P� ti�, ' o / / / / / 20' P BLIC AGE EASEMENT, ` a % - - - - - % 000OAA ♦♦��G,�� 0 � _ N1• ' �P o / / / - SAN -SAN 8+00- J ° DEDICATE EXISTING 17+ �- / o PRESCRIPTIVE O / / 6 6 1g+50 50 n E ' 0 a� 10A 36 IN N o / o EASEMENT 17.5' FROM /' o CENTER OF RTE. 631 T / N o VDOT FOR PUBLIC U,S�E I 19 00 W R277 ] E E 0 / _ Lu> 0 WPO BUFFER / / / , �/0 ¢ LL o 3 ' a�0/ 0 �/ PIPE DEFLECTION �. , GRADING a J L M o / / / ' \� PROPOSED EASEMENT W ry v a ' ° 8" DIP TREE LINE g"X6" TEE, 6" Z 1- v v / 20' PUBLIC DRAINAGE p x w ' o / / GV, AND FHA a w o EASEMENT, \ 4d v U I °` 0 / / / \ FUTURE TRAIL /� 10 r _ _ \ = v > O w w w w CONNECTIONS ' o DjC PROPOSED y° /\ ~ o rn N E E E E o° ' ' / o TREE LINE �d6 \ _ _ \ �I v v L5 O O O O I ° / / / } k-� J \ M 0 ° - - , 5' �XhO / 20' A(;S'A \ o w 2 2 2 2 / TRAIL EASEME PROPOSED 0 N� o F I ' /o BOUNDARY o LINE (TYP.) ° \ U U U U o ' I ■ ° / 298 LF CLASS B 5' SIDE ` � Q / ao° TYPE 2 PEDESTRIAN SETBACK E\ �\O o TRAILo ° 10PUBLIC ACCESS 1 20PARALLEL ry Z)= WWtiLu WWtiuj WWtiLu WtiLu W ° / / EASEMENT PARKING SPACE E / / / \ � 41 I / o FOR LOTS 4-5 o v0 b0 cz,rnO,, RN AND LOTS 8-11 c rN N Oo / Lu 00 \/ 05'REAR SETCKtoo 0A ° L/ SEZ° TBACK ° 0 0 °°/ o 0 ° of DATE ° °� / 20' PUBLIC PEDESTRIAN / LOT 1, $� ® / ..NO c i p % > Io ° CONNECTION / 12518 SF 5 6' / PARKING" �I I I I �! j 10130119 42.5' STORMWATER / DRAINAGE SIGN ~ / O / ° 1 FACILITY ° o 9 I / EASEMENT, / AREA / O GRADING II x ` \ \ ~ } DRAWN BY EASEMENT „ ° TYP. / / O / I \ r � J o ; p � / � 5/8" METER R599' °° m g 8' 0" EASEMENT J. FOX / I ° o 4" SANITARY �P) o LIMIT SIGN I I _ \SPEEDX\ \ \ \ \ \ \ DESIGNED BY / o ° % IL / LATERAL I \ / ,/ �mHPo J UFFEJ ' I .5' k\\ I \�cr •• C. SHIFFLETT 000 � EXISTING- o ° / / Xy0 8"X6" TEE, 6" I I I \ CHECKED BY _ PRESCRIPTIVE o / c \ • o� EASEMENT 17.5' FROM ° / / a s I GV, AND FHA I 4 + • C. SHIFFLETT — OHIO� �' CENTER OF RTE. 631 �� / s I \ \�� 5' SIDE \, VDOT FOR PU LIC UBE i SETBACK s PROPOSED I \ �Or • • SCALE ` � o � \ I TREE LINE 1 "=30' �i - i 0 TIMBER STEPS o / ° s s x O SPE IAL 15' PRIVATE SANITARY II I - \ I / \ • - - - - -- ��-� ° 5' REAR (TYP.) 28 ,�y3 LOT 40 I AND WATER LATERAL I J J 8"GV \ _ _ ROAD o , SETBACK LOT 2 8"X6" TEE, 60 s d ' / 1 940 SF EASEMENT (TYP.) LD LYNCHBURG R 1 0 / 8051 SF GV, AND FHA g"Xg' 4 ' I 20'�{ 10' PRIVATE D STATE ROUTE 6 0 T SIDE EE s ' /' 9A 5' DRAINAGE I I I /� • (VARYING' R1W WIDTH) ° � � SETBACK �y p � EASEMENT � 32.5' STORMWATER _ o 5' SIDE 5' FRONT 23k ~ I `J - - - - - - - - - _ FACILITY 0 / LOT 3 LOT 12 \ SETBACK "NO SETBACK �' ( 3810 12 — 5' " i _ Lu EASEMENT o // 2564 SF \ PARKING" 5' FRONT .Nd I J / SIGo R25' ETBACK I PARKING Oo / \\ - Z k00 SIGN COT 8 LOT 10 LOT SF I — J , J o°� 40' 1639 SF-� \ STOP LOT 9 2813 SF PROPOSED 8' 3518 SF r r TREE LINE / 16407 SF / ° /"Z �y0 R25' �. SIGN 2830 SF I T SIDE l EMERGENCY c' I` GRADING L -� H PRESERVED ° ° / \� g% = �/- \ SETBAC I I / , - ACCESS I EASEMENT _ _ / GT STEEP SLOPES ° o ° 20' x- ucr� UOT ,, U I (TYPICAL) o ° / / / SETBACK ° /y 0\ g A o\ "NO PARKIN 10' PRIVATE 1 �14'�/ _ _- -- UGT---<-X ,�� `�/ t I _ _ _ _ _ ° / 2 e IGN DRAINAGE $ / / / - I �� u�T� — �k 0 0 ° 5' FRONT �' GG. • 5 , 28' 6' ,'i 5' FRONT P7' I EASEMENT v STREAM BUFFERo o / SETBACK v 6 SETBACK I Z R4 1' 20' PUBLIC DRAINAGE ~ I / 1 W SPEED %x6 � .;N EASEMENT, TYP. � i8' I I 7 6 / ti (' ' + 0- LIMIT SIGN c �� ' SIGHT ` 78' . (3) REMOVAL I / / j ° < ' 5' / BOLLARDS WIT 4 . i� o• (2) PARALLEL c �' DISTANCE PARKING 6 EASEMENT \ 6' °' 01 ,.R ,s r _KNO�BOX I I � Q Lu / SPACES FOR G 5' FRONT PLANTING _ _ l l w J LOTS 4 AND 5 /t �O S CG-9 SETBACK3' SIDE STRIP o I �� / R5' _ k!�` l LOT 6 y6 ro (TYP.) SETBACK 41 _ _ R5 I PRIVATE m - �k 14873 SF OG I PUBLIC. f I I �- m .� 20' ACSA V FRONT ��/ ACSA 6" CURB ACCESS : I ALLEY y / Lu / LL SETBACK EASEMENT EASEMENT R218' EASEM N O O TREEEOL LINE I I - �i� iUJ r 8 I I HANDRAILRS WITH 8, - - - - - ' Z "NO PARKING" SIGN I I P ° O f 6' PLANTING h0 10' PRIVATE i NTERIOR s O STRIP ■ 8" CLASS 52 DIP 5' REAR (o "NO PARKING" - - - c \ ` _ _ - _ — - Q i O DRAINAGE GARAGE — °, 5' o WATER LINE SETBACK EASEMENT 3' SIDETMP) y + SIGN - - =uGP = _ _ _ = uGP - O CONCRETE s �� e W z�, BLOCKS (TYP.) _ 3 1 LOT 7 SETBACK �— — — w— — — .- — SIDEWALK a �♦ / 13145 SF - I (5) 6" RISERS �• w— — 10'—w-----w--- S WITH .10 II WHIRTON DRIVE - - - - - - - - 2 °,�HANDRAIL '�. � (�P.) c - - Q 814 SF 107.66' C©NCRETE PA OT - I s ti "NO PARKING" SIGN I I I FOR TRASH CANS - - fi I I , - I CONDO #1 5' REAR o/ R399' // LOT 15 ' I 'FRONT SETBA K 10' PRIVATE GG CG-12 / I I SETBACK DRAINAGE i \ ♦ O 1617 SF 3 ' / Z 6' (TYP.) e 28 - y 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. ' T SIDE / K :. TO ARCH. PLANS I THEITMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND u PE III` k50 SETBACK / - "NO F(ARKING" 5' FOR DETAILS: VER FICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. ° TY �` ti / SIGN (4) 6" RISERS WITH - - BARRICAD �o R25' / 5' REAR 5' . '' 22' LOT 16 z HANDRAIL _ SETBACK i(ONCRCTE7ADISF STUB -OUT 08 TkEE„l\ 20'PRIVATE FORT SH CAN 50' • TREET SIGN p I�q — GV, %ItlDFJi l k 6017ISFLC 49.86' L� I I I ? GV \ _ = &TOP k" l= 11 ekk I EASEMENT I I 8"X4" TEE RANDRAILH �� 8"XS" 0� R25' g0'AC84 OPEN SPACE I 40' HA - O TEE 2a 5' N 4" GV, AN RAN l ` MC 36926 SF V I S 5' REAR CONDO #3 6A k LOT 18 1.5" METER . ♦ k kk I 6 PLANTING - '` 10.45' 2352SF RETAINING 40 -- -. - . 5, b 3' SIDE I I gTRIP SETBACK I 5' CONCRETE WALL g CG-1 s I PARKING" 6 �' SIDEWALK I _ �P 1 SCALE 1 "=30' " PLAY FIELD. • uY': "NO PAR , , I nc ]oe NO. SIGN (� < 40919 T SIDE ' REFER TO `_ 28• SETBACK 5 LANDSCAPE PLAN 2 D I h / ROAD S ° \ WALLNING \ FOR DETAIL$. r z I f, I _ _ J I \ \ \\ f c 0 30' 60' SHEET NO. NAME SIGN 5' FRONT \ r3' SIDEI LOT 13 C4.03 io ` i � 0 r 31020 SF 2 \ SETBACK MAINT NANCE 48912 S KEY PLAN �0 RESIDUE #1 919333 SF 8" GATE L ° / LOT /� 2A ': C O1 8 LOT 10 LOT 91 11 � NON• ' / c 1539SF :.:, �S T 2813SF 2 40' � \ LOT 9 • � P (/ • a PROPOSED ° LOT 5 V 8' R25' TOP 3518 SF 2830 SF I / •. y TREE LINE / 1647 SF /-2 x50 SIGN I I 3' SIDE ETBAC I / / �' C� • / PRESERVED 0° 20. 0 o CLINT W. 7 Z STEEP SLOPES ° s s -,/ �' \ � 2 S F LET > • (TYPICAL) o ° // 3' SIDE V �� \ 9 o� "NO PARKI 10. PRIVATE I 14' j � �POg3 woo SETBACK /Lyx� / *� DRAINAGE ° / 5' FRONT OG- 28, 6' Sr 5' FRONT 2T EASEMENT �G 10/26/2020 40 / ° / / SETBACK t3 SETBACK •' a SCALE 1 "=30' STREAM BUFFERo- / / �� SY �S�G ��• f R4 1' 20' PUBLIC DRAINAGE \ n 1. / / PN EASEMENT TYP 0 30' 60' SPEED 7 j tS y t . LIMIT SIGN t % �'GHT ;/ o• ° r (2) PARALLEL c DISTANCE 5 n / E KEY PLAN o ° o �. PARKING EASEMENT 6' 0' $ BIORETENTION 1 0 ° / �• e SPACES FOR / GG. 5' FRONT PLANTING _ �/ N o j /, LOTS 4 AND 5 t x 3' SIDE > E < " SETBACK STRIP I R _ ¢ 0 �/ l / / / l�k• `, % / (OO CG 9 R25 - / R5' i� / / / LOT 6 ti6 G6 (TYPJ PUBLIG: > %• SETBACK 41 I=- R5' I PRIVATE _ 403 LF CLASS B TYPE 1 PRIMITI�y / �/ 14873 SF G ACCESS ALLEY i'i w 3 / TRAIL. APPROX. LOCATION OF MULCH �// / 20' ACSA 5' FRONT o / ACSA 6" CURB SEB. GK -+ Q a o 3 TRAIL. ROUTE TO BE FIELD LRIIATED //t C a EASEMENT 1 a EASEMEN I w O `m � EASEMENT SETBACK R218' TO ACHIEVE RECOMM ED SLOPES / 9 6 6" RISERS WITH g' PROPOSED m t M F�FD / y "NO PARKING" SIGN / ° ' O TREE LINE a J v � 0 AND TO AVOID EXISTING TREES o /` •�. k k O 6' PLANTING ® 8 INTERIOR I HANDRAIL w LARGEfjYTHAN 8" CALIPER / y0 10' PRIVATE / GARAGE I 8 N N a ,k k O STRIP h 0' 8" CLASS 52 DIP 5' REAR DRAINAGE (( o' "NO PARKING" C7 w v m 5' pP WATER LINE SETBACK EASEMENT 3' SIDETMP.) D1Lfot SIGN 18 0 18' B MPER z F - v / /�j`k •i' CONCRETE �� / LOT 7 SETBACK _ (T1 ) w a w / Q z� B OCKS P. 3 o u, x w SIDEWALK I 10 a -C v v 11 ti ti ♦ (5) 6" RISERS �::.: o R 13145SF WITH 10 �.x �ry z 2222 FUTURE TRAIL ° / ✓ % / 8 > O O W W W W o t ' .k `/• HANDRAIL ''' P) F ¢ U) �j O LOT 14 107.66, CONCRETE PA o CONNECTION o ° o / / j ,` k O $ , O / "NO PARKING"18gg�SF :.FOR TRASH CAN w O O O O 10' PUBLIC ACCESS o / \ r I I CONDO #1 M EASEMENTS o� ` y / 4 ' '� // 5' REAR a Y 5' FRONT 10' PRIVATE o w 2 2 2 2 R399' 0 LOT 15 �' SETBA K o �.�i / j G' � / � � � I SETBACK DRAINAGE � � > > > > ° o �� / � > G CG-12 1817 SF 8888 0 0 ° / / 28 6' (T� P) c 28•' 5 FRONT N STAIRS. REFER EASEMENT ° o 3' SIDE : K ) TO ARCH. FLANS uj W LLW W LLW 1 p00�N ° ° / STORMWATER FACILITY O ' v SETBACK / "NO HARKING"SIGN D O FOR DETAILS O w w w w P / ' TYPE III xh 1 — _ 5' 4 6" RISERS WITH M FL o BARRICAD^:k I 5� REAR 22' LOT 16 z HANDRAIL _ x n� yr oR/o DRAINAGE EASEMENT oo R25' l"`— _� 5 SE BACK 1617ISF 50, ONCRfTE PAD W W W W �o ° STORMWATER STUB -OUT $ X6 TEE, G �• .� I 20' PRIVATE I _ FOR TRf�SH CANS = o ° BLOW -OFF ASSEMBLY; TREET SIGN ' GV, pftlQ F.H ` _ ACCESS 49.88' `• F I/ o ER FACILITY EASEMENT 8T0 ` I LOT�17 o o OFF � STUB OUT FOR " GV \ • ` ` EASEMENT 1617 SF - • RAMP WITH I o 0 0 ,� not 0 ��p� 0 FUTURE PHASES 8"X8" O� SIGN Ik ` I I 8"X4" TEE HANDRAIL > w o 0 o N o ° $ R25' . k O'ACSP� OPEN SPACE 40' SAN ry ry N \ 0 4 GV AN \ o I — — 'V y� TEE 2 6q \` ` SEMF 5 SE BACK I10.45' 36926 SF I : 30218 I 1,5" METERU P NG i3.. CONDO #3 40 ¢ p o i 3 SIDE � •�'I I ggTRR EI RETAINING z0 t 5' CONCR TE WALL SETBACKI "NO PAR NG" 6< SIDEWALK DATE T SIDE // . " . PLAY FIELD. 5 > I REFER TO SIGN 10130119 28• SETBACK 6' . LANDSCAPE PLAN 2 D I o / RET INING \ FOR DETAILS. r I } z DRAWN BY / s ROAD S ° b WALL 3' SIDEI LOT 13 ` / NAME SIGN 5' FRONT LOT 24 \ \ ETBACK MAINT NANCE z: 48912 S J. FOX I "NO PARKING" SETBACK 3120 SF 5 / RETAINING WALLS (TYP.). EASEMENT T + 8"X6" TEE, 6" DESIGNED BY / SIGN \�� REFER TO LANDSCAPE LOT�19 I a GV, AND FHA 10 PRIVATE yx 5 2352 SF 6' DRAINAGE N STORMWATER'1',$ =6 .1 PLAN FOR DETAILS. (TYP.) tl EASEMENT •• C. SHIFFLETT FACILITY EASEMENT �. S \ / LOT 25 RAMP WITH I / 6' PLANTING � AG ESS EAST ENT CONDO #4 • CHECKED BY 20' PUBLIC STRIP TYP ` \ 1560 SF LOT 20 v, � � CAM HANDRAIL 'LU U 1 z� SPN Lu s (f/ �.) Lu �z 1 r 1 C) 1 C G PY SEW: SP �20'ACSA EASEMENT RESIDUE #1 919333 SF L NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE IMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER ARE REQUIRED ON THE IMP SUBMITTAL. V ° ° C ° O 0 I I Ir 0 ° 0 I I l r 0 I n I 0 ' 3 0- / s Li I I ° o WATERTIGHT ,w ° MANHOLE LID o' z _ I o 0 I 1 I I\' o U I m O o ' C 20'ACSA EASEMENT G l °0 s I 2 s92 PRIVATE20'SANITARYSEWER o EASEMENT INSET ` D.B. 2984 p. 688 LEGEND: 7 CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT ( .) DRAINAGE 1617�SF SPEED ` / LOT26 EASEMENT 5'REAR' HIFFL �. CS ETT LIMIT SIGN 31 5 ` 1357 SF I 8"X4" TE 4 �G • • SCALE 20' ACSA / 1616 SF + GV, AND 1.5" 5 1 "=30' p ,°, 5' 42 • EASEMENT / o WATER METER CON(�RETE PAD 5/8" METER x LOT 27 5/8" METER (TYP.) �� OR RASH CANS v o 1357 SF (5) 6.3" RISERS WITH (TYP.) \ 5 ANDRAIL STAIRS. REP,15R. c r' SETBACK 5 TOARCH. NS • a • "NO PARKING" LOT 22 8 a$`': • LOT 28 \ 5' FRONT FOR DETAIL$ / SIGN 1697 SF 1618 SF E 111 25' SETBACK 9 BARRICPADE dG RLANI NG "NO RKING" 1$' 20'--L�{,.-.98' ,. / CONDO #2PARAL EL ::. •: / W STUB -OUT 32 \r' 95 SF ° \ u1 ALLu LOT123 SIGN o PARKING SPACES FQ STREET SIGN o 5' FRONT 1837 SF �0 1 ( 8 X8 0 QTS 13-23 AND LQT:34 1 v 5' 12EAR: BLOW -OFF ASSEMBLY; TEE TBAt;K �, _ _ I PRIVATE U S I _ Q STUB OUT FOR / R25' / T SIDE ACCESSWAY CONCRETE PAD' \• , . LOT 30 SETBACK R15' S ° FOR' TRASH CANS::10 G) FUTURE PHASES 2 � ,V � 1358 SF 10' HANDRAI:. SEt ; (5) 6.6" RISERS 11 (TYP) H / / LOT 312 WITH HANDRAIL 1 AiyDSCAPE PLAN (9 I 5' REAR PRO o D :: \ 1354 SF R:0E7AI�S; {.XY V SPEED LIMIT SIGN / (2) 6" RISERS WITH �'ETSACK BOUNbARY ; ' 3' SIDE �so / 3 ID R15'I ANDRAI LINE (: :P4'':•' I / LOT 32 ETBACK 43 t0 0' PiJBLIC DRAINAGE : UMPER ETBACK i 6'X8" TEE, 6" I Q' S SEMENT, TYP. ' BLOCKS (TYP.) GV, AND FHA , 1505 SF I r-14'yl R5' 20' ACSA Z 20' ACSA EASEMENT , C I g' SEA EMENT (2) PARALLEL PARKING \ 18' : 6.21' RETAINING LOT 34 p 34 f UJ a 1571SF, ll: J. YY SPACES FOR LOTS 25-32 R5 TYPE III � j CG-9 (TYP.) �' o'x ACSA MA NTENANCE 5 5 SETBIAC / < BARRI�E 5'FRONT \7O EA EMENT EASEMENT 28' _ _ 5' w SETBACK AP ARV 65.16°' BLQW-OFF �1 uJ LOT 33 _ ASSEMBLY; �� LL � EASEMENT ` 3570 SF 1 ��' \ CG R20o' 25 STUB OUT`rOR O \ SIGHT I{ 7D' look SES w J LOT 39 33 \ DISTANCE CG-12 R2' 16 �� GRADINGPHA F 11 1 10557 SF PARKING' �� 5•. EASEMENT "NO 28' EASEMENT m W Q ~ • q, SIGN Sp 6' PARKING"R30' STOP SP - O ST ZO c O (1) PARALLEL UB PARKING S3 Rp� SIGN R46' SIGN 200 6�, TRt-ET SIGN LL 06 ". Lu SPACE FOR 32A p� C� CGS 6' R30' / p LOTS 37-38 C S qx R2 R h 1 � R3 � � o T SIDE / r < 40o 1 xr 15 5%"/ / U O SETBACK +00 _ ' R 184' S FRONT PROPOSED I J 6 SETBACK TREE LINE \ Q LOT 38 5 / "NO PARKING" I PROPOSED 1982 SF SIGN / \ _ ' \ O LOT 37 / 6' PLANTING GV 4" SANITARY TREE LINE 2208 SF STRIP 8"X8" LATERAL ' O UN0p,TiON / 40 5' FRONT R200' TEE (TYP.) BR0K I L TQ.O- ` 5' SIDE SETBACK FHA WITH LOT 35 pPM ONEST / / SETBACK 8" CLASS 52 GATE VALVE \ 10758 SF /T DIP WATER & STEEL PILE \ i 0-00 / LINE LOT 36 \ \ 19746 SF \ PEDESTRIAN O CONNECTION REA\ \ 5' EAR SETBACK S SIDE PRESERVED SETBACK STEEP SLOPES ' S DE ® (TYPICAL) ` \ — SETBACK / roe No. ` \ PROPOSED �— 40919 TREE LINE UTURE TRA SHEET NO. IONS C4.04 L O o00°o \ 1 1 I I I I ,•0%,tNLTN op�0 I 1 • � ° I CLINT W. 2Z / 1 O° 1 I �� 2S FFLET >� o�Lie. N . 54380 4C� _ I \\\ \ J I / —\ _ RY - SCALE 1"=100' ° _ _,�— —=— L _------/o -- sv- -- ° _ o 0r � OLD LYNCHBURG ROAD O #NsoA 0 100' 200' — BLOCK 2 ------STATEROUTE o y ° --------fbA uo o o — — — — — -- — —= o O I �•G ••••• C I / N \� - OHI ° °o o ° I _ 0 o o ° P LL E o / ° =_ OHP� 0°oVDOTSIGHT ' —o °o o o MANAGED DISTANCE O INS3 rLc3cL5='o' o `o Io \)Io�(vI�\ I �`✓1 I \o�\° � \\° � �\�`\� � /I �,\_ —/��``\�. /�—° /_o \� STEEP TEE—CP�ASLOPES OO P—/ES EA°/° �SE\/MEagy NpT/ ��_' /7Q_4y��C.I ❑ C / I I -� jI 1/r /�/�CSi/EAN/�`O�OA� ��—,I `�,� v1 C�O,/i ��1�\� T�— /\\w\\�— /// " iAi\ /\/ �\\\/� // / -�/'��I C=\o"-�O/� /� V\ /\�/n�'�\ /v /7.� O jn I �C�1Y ��M y�\1/�/��O /—�1 -%° C/ /ii- ��/ \-G/T -�/// ^\ /'U-O ma\!/V�\u y// /iIu G/\�__/�iG/ �i❑ y \`i'c, wi "`1o1 } T/ >�G�,I g%©6I/ i /j I ❑-/��n�\-/\\'1� / — v- / � n a— �\r J I l.9\ ¢• • �O�}•` °° (TYPICAL) / LOCK 9 �W -� �sMw� o °°BLOCK 11 ° �UvCL O BLOCK 12x"a 0° .cv O OOrI>a CR�OUz»oUry-II ��OUZ0UNlD ZT\�OUZ0U,OE� i � N R `c c c c o ° \ ° ° °Lu O a0� 0 o BLOCK 10 o o ° 00 o a ° — U) aaW ° BLOCK 2 0 wwwwffE ❑ y❑ 00 /OCK ° o o 6 O�O ° ITERNT46N] ° °'/ IN N /o ¢° OH r13 DA vk 0°— 13�`10/30/190 Oo o-� DRAWN BY 0 —o au ° ° o° ° BLo ° °o J. E° ° o o 0 0 ° U DESIGNED OUZ0UtiB a Y oo C. SHIFFLETT 0 � CHECKED BY C. SHIFFLETT o SCALE AU 1 _l00' A u (4) U° BLOCK 3 o ADULOCK ° vv� L�1 ° AU (4) n \310 doAD \\AIJU /> CL o °° BLOCK 0PRIVATE26SANITARY` oSEWER EASEMENT J f i\' L DB. 2984 p. 688 S/t^ G '- 0 SLO o TYPI�\ ON ( �BLO�n-Cce Lu °`o`\\\> o°o °o CO 0 0 0 NX ' 1, 1 0 z z L ED Li ° ° o OrtL � E20'SANITARY ° EASEMENT N2-1k / I no (WATERTIGHT) B. 2984 p. 688 �o F R \\\, oLu O TOP= 398.1 z °IQ89P8° o o �/ // UG e ° 0 I Lu 7 ° ° °\ TOP = 396.10 o 0 I UUU��TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY o W � Cii DENSj LAND USE REQUIRED °o ITY RANGE DENSITY AREA DWELLING UNIT AFFORDABLE MARKET RATENUMBER OF LOTS o BLOCK DESIGNATION (AC.) RANGEREQUIRED PROVIDED ° Q o (UNITS/ACRE) (UNITS/ACRE) PROVIDED (ADU) PROVIDED o o °`1 0 8.0 0 0 0 0D GREEN SPACE & °o2 0 0 1.4 0 0 0 0 BUFFER / cc Li 4-1 UGT 3 36 2.1 1.5 001 `\ NEIGHBORHOOD \o\\\ A� O ODENSITY 4 1.5 2 .°Ll / o V URBAN DENSITY °/0 �o oA 7.1RESIDENTIAL 5 6-18 3.4 60-127 44 0 28°° VILLAGE gXSANMH25 � (WATERTIGHT) o (6 0-28 0 1.1 0-31 0 0 0 o TOP = 3962 ° > NEIGHBORHOOD 7 0-18 0 0.6 0-12 0 0 2 o lL=3B9.OMIXED USE/ ° 10.=49.8NEIGHBORHOOD $ dI10 1.on o o z 4PLACES 0 0-18 ° 9 0-34 0 1.8 0-61 0 0 0 ° - g 10 4 0 1.8 11-62 0 0 0 0° \ 0 /� / \ 0\ \ \ I /UGP / \ \ / y�` \ \ JOB NO. 6 3 I� L/_ �j \ UGr fi URBAN DENSITY 11 / / \> J \ \ _ - 40919 6-34 0 5.4 20-182 0 0 0 MIXED USE o o / I°� / 7 LT j 12 6-34 0 3.0 13-102 0 0 0 0 / I ll / / / `\\ — �- ucr - —ucr-� / \ / J' / ( \�❑ �\ I _ / \> UGT \\ / — \ SHEET NO. TOTAL 34.0 150-450 49 0 39 `�IY6\ i C4.05 L - -- -- --------- 0-- r --/----------- - - - - _ _ - - ------ ---- --- - / _ - - - - - - - O J 7 ° J BLOCK 2 oLDLYNCHBURGROAD ;___ _ - o J - - fo CUNT W. � i10.02'R/W---------STATE- - - - -- - - - - - - ----- (VAR - ROUTE631 �O o �:Jj7$ FFLET - - Yl �9197 I L - J _ . A LIB. n . 54aee 4 SCALE 1 "=100'\\\ /I o � � -�- ° ��;sSOAALo o r MEMMOMI � 1 pHp � pN (U / ! Aqp H - I- o / / F i MC/ ONG \ \ �, ° 0 �VDO�SIGHT / / ,� Q� ,'/BEROPTD/STgNCE $H� /' / ^� E 0 I o \ \ \ MANAGED DISTANCE o // / �_ L/NE OHP o O 0 I 0 STEEP SLOPES EASEMENT / i _ --__ n°ii \ \ \ \ / (TYPICAL) // �� BLOCK 9 �.' N c °°° i \ °°°° / °°0 ',' , D BLOCK 11 w ' y v E I°° I °°° `� - ��// BLOCK 12 ¢ LL � 3 / % ` / �° �- ¢JUaMo_ Z I \ p _ ° 0 \ / 0 / o-� / o / e�e��P �� // / BLOCK 10 a�Nx / 3 c e 'T v 0 1 / / /O \ o O/ / i aC c 0 /l 0 � a I I o \ 00 �J / o a� / CLASS B TYPE 2 C G S ��,.� �_ C" z 2 2 2 2 I \ o \ ° °/ O C3 O W W W W ° ° ' o° BLOCK 2 ° / • < PEDESTRIAN TRAIL _ _ ` F ¢ N 0 1 ° 0 ° (296LF) C��' © I _� ��-� loo l i \ 00 �.-L.j0:/° TERNN TIBN_ o ° aaaa O O O O O 0 0\ o W W W W -OHP- -OH ° PARK '� O \ L/ �, I `� I =o o _---_�/ (3940SF) \ter \�/� \ I�'Q ©II o 011 ° o - - ° o p, \ U \ \' f Q'W \ 1 W H N N .. - s .�/ / 0 C �1 1 I. 4 D V J,_ I I 1 U G^ a ry 0 0 �. 0 / _ TRAIL I -� / < r r� / , t W I n �r O \ \ / Q / o ° ° o 0 0 0 0 0 / / ,L),. PEDESTRIAN III U �' 1 1 \ Y \ \ \\ �\'� \ y� \ V / `-I U I I �s §� Z [I• �D O �..9/ o ° 0 0 0 0 0 0 0 0 0 ' CONNECTION \ �p 1 1 P O DATE �� / c G u °° I I �� GARDEN i y /�`/� \ \ \ \\ - c\ �s� \ l \ o/"//.Q 10130119 0 I _ / / (3080 SF) \ _ `\ \ - u s�" ��/ o i' ° I IKI \/ _\ \I JI \ J % =V� • DEDSRIAGWNNEDB Y oPIIRIIYE w- U-n0 J J. FOX �zp 17 °o o <BLOCK 1 °O/ VC. SHIFFLEBT Y f BLOCK 3 J U o 6 CHECKED BY PARK / 0 ° °° (� o (2636 SF) ( / / j �z\ o �� \[ UGT -g�- =/� I • C. SHIFFLETT •� �l SCALE /LASS B TYPE 1 B L 5 , / \ n s n 7 14 1"=100' PRIMITIVE TRAIL y I\ � ` / / o \ ,,�`� I I (404 LF) PLAY FIELD / o y \ 0 / OTLOT s ," -� O�J /UGt ��' / / 1866 SF \ `�;1 \ /BLOCK` c ) / /7 �,e / �� \, ° Li �\ // BLOCK 4 f �; CL (W� ( PR1V aRY p V\� �'] �cG V \ of \��`09 SEWS PRESERVtD \ PARK /\ r / \ CIO \.z �x / J \ \ \ D.B. 2 STEEP 1855 SF) 6� / - 0 ��'V\ q� SLOPES \1 o \ \ �TYPICAL) ON PARKI/ N1 (114 \\\� 9 , ��SA �cSTA BLOCK ? `\ o --- �\ GARDEN o \ _ \ \ o o -- ----- \ (985 SF) i- \ _ `I `o° o \ ` J _ TRA/_�\� m$�\ ° o \ \ �o. ESTRI / / / >• �, ,<TG�// 'o \ �2 \\ \{�f'�'*t \ \ 0 \� \ `T�'` s o 0 0 o N( CTI / / O \� \ / � lz W 0 �R �\ °° 105E I / \q� \ /� / \ / z \ °°� ��\o ! E20'SAN/TARY / -- 0 C �f :;`ti ,1 /� \\ �\ n§ w J o w'o ri EXSANMf�`27 \. �o WER EASEMENT / �� /� -UGp \ ^^ o �UFcER (WATERTIGHT) � � 8. 2984 p. 688 / UGr4j_ \ 0 a /� /�� '�� rr V ° ra \ C \ O �� co J �''j l L.L < 0 o TOP = 398.1 - / u �� ' O QLLJ o \o \ EX SAN MH 26 " U T /� O y U i % sia r \ \ w Q 0 Ll� 99P.80 0 0 G c ^ GT s \ /� °o 1 ° %0.= 391.7 ° ° o ° �� y TOPTE 96IGHT VENLs / / D / ! i/ \ \ / - -- © �i / ED LLJ ou \ o00 °00 °oo \�o\L0.=39 0 / // O 0 �� OJ I_�l i�� --.W /!///�� vG,��\\ /� _ ///_//_�_-_ _\ / O W vv� o ° o ° ° 0 ° 00 o ° 0 \\ \. \\\ 0 f hi ' ELL!!! i % /�/ \ . \ \� / �� \\ I %: i `` _1 \\��\ c\ �1 n _ - y V 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 600 LF CLASS B TYPE 2 TRAILSA 985 SF COMMUNITY GARDEN 3,080 SF GARDEN 5-8 0 0 1.38 0.12 0.03 0.11 1.07 1,140 SF PARK 0.23 1.03 10,500 23,359 SF 4,000 SF NEIGHBORHOOD 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 THREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8PEDESTRIAN 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. uo 7 lo� Ell J InO 0 o C� / \ 0 It 7 O tj \ �y o -- a J ,UGT - - - -UGr= 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 0 m 0 3 c �a �O o o n `� 12Z �o o� C E a y c m a0 O K N U 3 m Z m o C^N' � a �v o5 n m c 2 Y J y xc 0 o £ 6 12 Ma 48 E 0 o m a c 'a 10 a o E� AN N 0 C V nE L F E L \ \ SCALE 1"=30' 0 30' 60' e KEY PLAN �o NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE / j — EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR _- — _ _ _ > E _ % - / , ' DAMAGE. - - = �� _ _ _ Lu v E r��s-- / - _ — / / / / _ ---_ --_ L -/- --------/---------- TLu - - -- - ' ---------------------------- / ~ 3 -- LL o l---- ---------------- / ------------------------{ ---- ---- -- W t r'� C/ / / / / / / , / / ' f I / II I 1 / \ \ \ ` \ \ — — I \ ---- ---F-- -- ------ ----- w - U ui O CL 1 _ \ \ _ ---------r-- \.- t-- LLj - I/ I I I 1 1 I------�--------1----- \ \ L� — — _ _ = L— =, _ _ _ — _ _ \ \ \ o o � a z -- ------ L — / — — a 2 2 2 2 _1 1 ---�---- } \ _ \ \ \ \ `---\--------------- / / \ \ \ . \ — = a — _ = - I = U Q m O W W W W 1y1-0,.02' I 1 l \ \ \ --- I \ ` \ —z\ _ a \ \ F vi cm T \ 1 I 1 - ----- ------ ---- ----- ------ — Lu ---1-_ I \ - - - - - - / \� \ \ _ \ , OUTLET PROTECTION - , - - - - - _ = \ \)\\ _ — — — — - a a a a ---`- 6, SEE SHEET l _ _ _ _ _ r-_--- � — _--_ 1 ' /--------- ------ ---` \ _-_ Ox 506 / - / _---------- _ --- _ ' T_,` _481. 508 - deb ' / l i / // ` /� / _ _ _ ------ ---- x W W W W _� ' Q.f.ELEC 4g2 _ II 507 d81 / / /----_-___----_ — -�- _--___ -__ x 6HP�'i - 0^I ELEVA LT / s� " ' / `' ' " _ - ` oyP - " "` / %ELF- & TV LINE / 4g3 $ (/ / / - yI / ' _ — — — _ - - _ - _ _ - ____ __ ___ ___ > O �O//�� / 486 /' I _, 0\' / ' / // // / /( , I/ I/ I I 1 / -- I� = - — — — Q Rb�O , / /' / /' " 20' PUBLIC DRAINAGE / 48 - — /' / /' / / / / / I Z /' /' -0.H-ELECTRIC EASEMENT, TYP.'' /0 4 05 / _ _ /' ' /' / ' ,/ // \ o DATE TELE & TV LINE51 / / / / 504 / / 20' PUBLIC DRAINAGE , ' / ' / / ' / / / , f / / > / / , / / / / / / / g EASEMENT, TYP. _ - ' , / , , - / I ` 510.4 ' 10130119 /' // // / /// /// / /,/ // / 170 / _a0 OH/� -!' ! DRAWN BY / '' '' '/ / / / '/ / '/ / '/ '/ / '/ // pC/ II - / �'OHP_ /// OHT_ - / / ' / \ I --0 / Np� J.FOX , / J / / //O / ,' , / , / _ / / ' / , / ,' / / /' / ' , ' / / , - ' / / / / II /O / ' _'� _ ,' , / ' , / ONP— I i / '� / • DESIGNED BY / / / / / / o / HP -� / / 1 / 172`r- //,/�- /' / lOcy)/F�P OHP\\ \ I r,p�/ • C.SHIFFLETT _ _ N / / -� ----_ __ ��l I / / / / • CHECKED BY /' ' _ �_ o /' // • C. SHIFFLETT SCALE 10 / /' /' / ' /' / /' rn / / / ,, / // '//.// / • 70 0 1 I ! , gig / � / /// //i / //// Lu L � I I / � - / ' Q� I / _ /ii�/i i, �/ � CL � •^J gig 169 \ \ \ \ \ \ SOUTHWOOD 7 ARLOTTESV LL LC NEIGH_BDRHO MODEL QISF . ' / l / I \\ // / I \\\ �— Z \\\ \ \\ \\ \\\� \\\ \ \\--\ � \ — — — — \\ II 1 11 r✓ � I \\ \ �- \ - `-- ---'" D8.406PG.198 -_-, -' / \\. // Q \NX ^ \ - \ - - - - - - - - \ \\ I / / - - _ _ l - - _ \ \ \ \ 1 \ \ _----- Iffl // \� Lu W _\� Q W - - - - - - \ / / / / / I \ \ _ _ - - - - - - - - - / I I I / - \ \ 20' PUBLIC DRAINAGE / / \ \ \ — — — _ — / III \\ \\ / ^ w ( / L.L EASEMENT, TYP. > 0 Lu I I .20'PUBLICDRAINAGE \\ - _ - - - -- -- -------' // /' 4, / Q 0 i 158 \ \ 62 10' EASEMENT, TYP. \ ' _ - - _ _ / _ / / \ LL 06 h\ \ ABy - ago \ \ _ ---' /' Z/ _--- /\ I /' ° 16 9� / s A9c� �' (p \\ - - _ _ _' / �/' \ ' / \ Q _ \ ° Z - - C P.- g og �� 163 167 EASEMENT _ / — — — — - - ' / — _- cp L.L 61 I �p 492 - --//-- _� f co 159 b ll 161 �W I - ------- - - - - -- n --- - - - - -- J 8 I 49 \ - _ _ _ - G , 0 164 \ I _ \ _ 1 , / r J v ' / GRADING \\ \ --- --1 / _ — _ — — 1 / / — — — / \� \\ EASEMENT I \ \ \ III / " _ _ - �r — — — -f -4 — _ G / \ 489.5 REFER O SHEET CTD6 _ r - J PHASING.?/ 160 --' / / / ROAD1IPONSTRUC / /I \ \ \ ---- �� I '�\ �— ---------- / / / / y t I\ _ _ _ r ; -'� r __-------- --� ---------� - ��-1 \ 1� �� (� -_- --- — - - -- - I I I a 5 I, I I Ir_ �i _r� ,/ i /' JOB NO. /----- I I I \ ' --I\\ L_J j " I 40919 HEET O. \ �\ .r\ 7 0 0 L 3 c 85 mo o� 0o �z 20 o� E a y a0 Oc O 3 m Z N O " v � a F6-2 T L 0 o§ a 2 Y J y X C 0 o 12 02 E� 0 o m a � �b 10 a 0 �o �N c 80 N G 0 L F E L / / / / / / / / - J 432.4 1 I SCALE 1 "=30' 0 30' 60' ,/ / / /' /' •' / _ /'' '' ' •'/ / —\_ ' __---' /' / /' /' /' ' / ' / I I r I KEY PLAN —/ NU _ "/ /! I - I - I NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE f / / ,' / - - - / , - _ - - / / / / , , / / / / / / / Q o / , ' ,' / /' / _ _ - _ _� _ _ _ \ - , 'J _ /T� y i / ` , EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR ' / , > E DAMAGE. ' I w E Lu A \ \ \ \ / / LL U. o I _--_----Y_____ /VV _ _ - U' W ,--, I -- .---------- I I \ \--I-------i_______________ \ Z f 013. v / I / I -- - 1 1 \ \ I --------- -- \ \ \ x w I --- ----- 1 \ \ \-----------\-- _ 1 l_- 1 \ \ \ O Q l------- -- \ 1 \ \ \ \ \ \ \ � R v ---------- ---- -------- ------ F ---\--------_-I ------- ----\\--- \ \ \ \ \ .. na'i > o C) a d � -" \ y ` OUTLET PROTE o = -----\- ----- OP6, SEE SHEET v O O O O /~—P 9 / iELF�TVL/NES OH2 �� _ i -` - _ NT�� = / IJ. H. �LEC U U U U - ------ I / 1 / / / i' '/ ,�/'�10HP_ ma's" �LE�VFY LT/_/ / / _-- - �� _ r��T / N dddd ' --��HP->�7 i = _ ' '/ / - / _ _ ' ' �'OHP � 0 O O O O HP OHP— — — OHP--7 _ -7 / / / / - _ J / / / 2 V1 V1 i / ' / _OHP—/- — - b1�NA(D STEEP / SLOi'ES / / / / / / ' O -�� 6HP— / I I / ) ' ' / / / , ' - / / ' " ' ' H.-ELECTRIC 20' P \ / - OHP-�- — , / , / / / / / / / / / / / I 1 / / YPICAL / / / / / / _ Y i� I / / ' TELE& TV L/NES/ o91fiELECTR/C rypI / 40 , / / / / / / /LuH NN\ko \ / / / U `It- \�\ , . / . / / / / / O\ ♦♦f ,/ // / / / �' / / _ ' __--- ' l l l I l l / l /' // /' /' ,' ,' /' , ' ,',/ / /',' ,' / / /' ,/ / / / / / / ,' DATE - 450 10/30/19 /� � / l / r I l / / / / / / ,' / �' // /' / / I l I l l I l / / / / / / / / / / /' / / / / / ,' ,' / / / / // �'' / } DRAWN BY J. FOX \ \ \ \ \ \ r / / / / / / / I I I 1 1 p / / / / / / / / / / / / / / / / / / / / , / ' / ' • DESIGNED BY 100, / %\ \\\`\ \\ \\\ \ \ /�' / // � �'' / �-----__-- I____.- '', ,' ---,-\ --' / / ! I I I I I I I I / / // / // / / // // / // // ' / • C.SHIFFLETT \ \ \ \\ it3000Gi?v 4\ \\ \G\ \ \R\ A\D\II1 N \ x \\ 48I 8\\i .f' I\ \ •••• •® C-H- EI CKZUED B vrUJ^^_/QVY C. SHIFFLET nrT SCALE 1"=30'p r—— — —_ — — — —————— l PARC 0-0\0 SGHARL C \ w - - ORHOODWODL DISTRICT CL DB.\3375PG. 060 IN LOCATIONOFCD-1.; 4-1 PVCTO DRAIN TO NEAREST STORM zz OUTLET PROTECTION STRUCTURE.SEE - - - - - - OP5, SEE SHEET ROAD PROFILE ON 48 SHEET C8.01. Z 20PUBLIC DRAINAGE ---_ — — — — EASEMENT, TYP. _--------— - - - -5--- - - - - 158 6 w N -N 470Q Z 151 54 75 Lu 501 w Q0i 166 ' p163 O o 06 qss Z3 153 53 O \ 159 Lu QGRADING EASEMENT 20'PUBLIC DRAINAGE EASEMENT, TYP. LOCATIOOF502 ORATION OF ? 1� 4" PVC TO DR TO NEARESTTORM r PO DRAINTO STRUCTUREE O 14 EN SORv. RRLE ON LOCATION OFSTRUCTURE. SEE SHETC&A Z(-Si- -ROADPROFtE ON N ARET M DING R)A(-' _ \ 4" PVC TO DRAIN GRAEFEO SHEETIr,6 O 5 _ EASEME-- EASEMENT �STRUC00Ro I STRUCTURE.SE� 26"y ROAD PR6FILE ON PyASIN "II,1-- - - - S EET C8.01/ BEECH F -i- - J------ - - - - --\ / \/ ca 5 ` \�I / I I ' I I 7JOB NO. NOFCD-1. ----_—_—_—_— q I 1_= ________9 ODRAIN T--------'.�— — 409192 Vz- TSTORM I ————— — — — — —-- - ------------I —UGP UGP-----GSHEET NO P_ uGT -476UGP— P URE.SEE UT DOFILE ON ------ UGUGT -- --T ---�-- rUG= . C4.08 I \ / - i I / 7� / - _ —UGP — L / / / / ' // ' ' / bb0 ' ' - -- °' - \\ /OUTLET PROTECTION ° _ - - - - OP5SEE SHEET 0 C302416.4 '/° 48 \ \\J I I I I I I I 1I 11 /l* 11 1pll l\l\l o \\ \` ' l/ // / \ \ 'i/ �\\ -445 / // / I \ / / / / \ o / / / r / /' _ / r / ' / / / ' ' / / / // / / _ \ 1 11/lbl,lll/lll� l 11 \ l/o // / // // // // / ''////// / / / l / / '/ / / / / , - 20' PUBLIC DRAINAGE - - - r l°l l l l l 1 / / % Q�ti� �/ o // / / / r / �/ / q / // / / , / / \S , ,4 ° / // / / / / / / ' , / /' ' , ' EASEMENT, TYP. o 4Sj ,//l/ / / /i// // /, �J I I ' / /01 - ------- // 'A/ // / /, a////'/'/ ' '/''// ��I ///' - /' I I l °i ,o/ // // / r /r / /// l / / , / / r / o / / / / / / / / / / / / , / / / / / / / , - _ _ _ 147 y/ °/ / / // / /, / /, /i , / / l 1 / 1 / � / / / / r / / / I _ - - 14 J 4" PVC TO DRAIN TO - _ - NEAREST STORM' _ - - __ _ STRUCTURE.SEE _ -- ROAD PROFILE ON SHEET C8.01. 150 --__ ►. / o A� / / r / // - - - \\ \ 15 ,'// / , / O / / / / / / / / V /o/, / // / / , / //' / //�l l / l l / / / o l I dl/ �'/ l//l I I 1 ! l r r l l l // /°./ , I / _/ / l / I ° ' 1 /1 I f r / 1 I 1 1 1 I I / / / /// // 1 / // ' \\ \ \\ \ \ \ \ \, GRADING 61 /', / / / / /'// / /- I I / / 1 \ EASEMENT / I / 1 / \ /l l I I 1 I I 1 / l I / I 454 ° I / - 20' PUBLIC DRAINAGE \ \\ ° 6 / / / 502EASEMENT, TYP. ° \ \ ,l I o 415.1 / / \ _ o o // I I \ ` I\ 1 ; h� \ O TA ION OFCt11� \\ \\ 61 / \ \ \ I I I I 3 145 b WrCjO DRAIN -TO T , o \ o / / I \ \ \ \ 1 \ / - 14 , �k - - NEAREST \ / STRUCTURE. SEE -PROFILE\ / 6 - ZO ACSP - -ROADON _ \ C 1 I / \ \ \\ \ - - EASE ME41 _r EET C8.02. / / / / I \ /° / 143 45z - / \ //o/o - - -- /I � I \\ \\ \V A A\ \\ \ \ � \\ \\ \\ \ A \\ rr --�/` o A V\ A V A V / AI — \ / I / \ 451 / \ / -/\ r 'Nl/�i'/ 'i' // / I i III �' 1 1 \ I /'9'� '/ //// /' /oi/----- / 4,1'4.�7 4AT V 1 O GOD-N 1I. /o/' / oP 4" VC D4IN Tao/ °// - // / / NEA� T STORM 20PUBLIC STRU URESEE 425STORMWATER �/�,6° /r DRAINAGE PROFILE FACILITY EASEMNT, H G8.02. EASEMENT m/° TYP.GRADING! - _- _ _--_- ---- _- - / ' / ° / / / / / _ _ _ - ' _ 13 \ EASEMENT [ _ ` 0 0 /o /1J// =4 OHP �'/ oo // // /' ' / '�� ' /' \ \ \•I \ \ \ \ \ \ \ \\I II \ ` \ t\ /�\\ I \ \\ 26k11 o / / S % A� ' i ' ♦ / ' ' - _ y - 446 / \ \ \ \ \ I \ \ \ \ \ \ \ \ -1 i \ ` \ /\ \tom\\ I \ \ - .1\F — OHIO / / / / o �AOCATI D-2. LOCATION OF CD-1. \ 9 132 5 15"PRIVA�E SANITARY 4" PVC TO DRAIN TO - - - - - _� _ 1 AND WATER LATERAL TO DRQ�N TO / \( \ \ \ \ \ - - - -\- - NEl�}{ESTSTORIuL / b3 / - - EASSEMENT TVP.) NEAREST STORM - 1 ROAD PROFS. S N / /% // / / / / b3y� STRUCTURE. SEE 130 - - - - -v _I- -' 140 \ \ 10' PRIVATE \ ` \ \ \ / 35 a DRAINAGE \ \ \ I I \ \ \ \ _ \/� \ SYCAMORE ' ROAD PROFILE ON \ / SHEET C8.02. - 0- v EASEMENT l 4>4.1 ° / / b30 / / /p 32.5' STORMWATER � _ ` ro FACILITY - - - - - EASEMENT , / '� ' / • ' / ' 2142 / - - - - - - �' / I \ r / / / / / / / /4 i 217 -- `; - --- LOCATION OF CD-2. �' �' \ \ `//Gh��/ / / o i /, / / ' r 4� /218 4" PVC TO DRAIN TO s� / 9 ' ' / ' / - - NEAREST STORM - / / -- I �' -� \ \ \ 212 - - - - - - - STRUCTURE. SEE ROAD PROFILE ON - - - a a� 0 GRADING 205 EASEMENT \ yi'APLE PRESERVED /o \ / \ -SHEET C8.03. 61 (STEEP S'L�YPES 6 r pg / h - �� _ T / 1 / / (Pl'PljCA / o/ r , / i / / / / / r / / - s 10' PRIVATE -I Q /142 - / I I� --- _ ,' DRAINAGE- ' ° EASEMENT 4/ Ix STORM' FAMBUFFEI�o PUBLIC E.SEE20'DRAINAGE / 208 P ILE ON EASEMENT, TYP. /� C8.02. ' / 438 I1; T A// ' 4•� a^� / ,I 1 .PLO. / / / / / 43 a9 ACS' 6 b / EASEMENT / / 2 28 10'PRIVATEi 2--------- l-cD / ayy 04 EASEMENT 438 'm o a v v v v aP05 / / ♦ _ - - - - 221 24 1 01 /0 / 434 /- 4" CLEANOUT (TYP.)- 0� v 6 \ \ a\ 4" PERFORATED SCH. 40 \ PVC UNDERDRAIN (TYP.) / GABION BASKET 300 \ FOREBAY WALL a \ (SEE SHEET C6.01) _ 403 - - 2Q' PRIVATE ' \ - _ -ACCESS 223 a\ I EASEMENT vw 301 c 07ACSP b - ` SAN ' ) A$'EME RAP - 302 4311.9' PAD /' / 0-7120 / 401 \ / / I yti 238 J /I 40 / 25 by , by. tt v v v I o6 .5 _ —UGP-�' - — —UGP� \ \ 1 1 I I I I I \ \ I \ \ 1 I I I I I 456.9 I\ �, 10' PRIVATE DRAINAGE I 1 I I \ EASEMENT it II I 1 I NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE 235 EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING ®p5Z II DAMAGE. Q: II I( L 236// I J I II \ LOCATION OF CD-1. - ---- / 4" PVC TO DRAIN- / TO NEAREST J I/ f / STORM / I J �P SCALE 1"=30' STRUCTURE.SEE ROAD PROFILE ON SHEET C8.03. I - J I ' \ ° ' % 0 30' 60' KEY PLAN ^� E 0 N OV N � > E v E W �. Q LL o 3 LL W 0 m U j 0MD_ z —� o rn ar>ifC:)� a U W a M z F " v 30Q w oQ 11 v S c ry V> 1O z O W W W W ~ o rn vM Lu 0000 n 00 0000 �ct� Q� ct� aaaa M O O O O O = W ti W ti W ti W ti » » 0 wwww o0ory 0 W rN NLu O \ b 2 Q � a ve�o z O 0 O DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLEIT SCALE 1"=30' Lu ( V F—I z z J W a C j LU G W U' 0Q Z L W Q m Lu \ LL Q 0 / 0 rrcon w Z V p=)Z O W 0 C) 0 0 0 2 0 U) JOB NO. 40919 SHEET NO. C4.09 L � � , � - - - _ OATroNOF CD- / /° / ' 4" PVC TO DRAIN TO o NEAREST STORM - - -- - - - -- -' /,' '/ /A / '/ / STRUCTURE.SEE 449b�oh� ROAD PROFILE ON / ° ' i ' 4`!0 209 15 - - - - 7 SHEETC8.03. 'STEEPS PPES o 6 PYPI A �) PRIVATE / DRSI AGE rim LOCATION OF CD-1. / / ' / / / / o / , / / / / / / / ' / 439 21 - d o - - / - r 4" PVC TO DRAIN TO o ENT SCALE 1"=30' GABION BASKET � , / F,AMBUFFEf2o FOREBAY WALL / NEAREST STORM / o p1� / , / / / /' / / 20' PUBLIC DRAINAGE — v l i SEE SHEET C6.01 STRUCTURE. SEE a / 208 / / N - S - � 0 30' 60' ( ) � EASEMENT,TYP.' I 7 \� ROAD PROFILE ON loy SHEET C8.02. / a , 438 ' / I� T - - KEY PLAN ° / I ° / 20 / / RISTA E' tJ / 219 4S0 0 NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE OUTLET PROTECTION , ' , / °, o `` / N s /�� / / 10 , ' \i / ' m 6 — pip $s/9 L ¢ o EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR — OP1, SEE SHEET �.p , ' / y k v I 9 / / / ' ' ` / • ' w v E f ° / 6.—' DAMAGE. C3.02 / \ 10 R / / 0 437 ' / _ ~U w 3 0000,p15 / • /^0 / ACS / ' R 45 . — I - - ¢ LL o 3 EASEMENT m t M -i z 222- - --_ rn ,/ / �• 43 / 7w 10'PRIVATE/---------- - o�oN I/ / i / , I 6 9 DRAINAGE N a / Z F ;;` / ' / / ' / / / , ' / R .•k t' • Al / tih 1 1 04 CC / / / / 1 w a `O _ m7 � EASE" 4 A ~= U 4" PERFORATED SCH. 40 / ' / Q15 4 ` .k 205 / - - - - - _ 233 - \ o e v o �If / "r Ihlh r o /�• 200 141' \w� / - _ 23 221 --- ---- \ `\ '^_ C" O wwww PVC UNDERDRAIN (TYP.) ° / .k y , _ cl o •k• ` •y k /�/ / r / 35 / \ \ gI 404 23 450 rn / k 10' PRIVATE oo \ \ _ ie ° f % • / 104 N 01 / 434 - - - _ - - - - R5� DRAINAGE r 4" CLEANOUT (TYP.) '� 02 / �� 4" CLEANOUT (TYP,) o PROTECTION o 4" PERFORATED SCH. 40 U U U U - - / ' v OUTLET PRO / 03 ` ` ` g .8 \ EASEMENT O O O O /�- _ _ - � � / \ \ _ _ p,3 f �' OP5, SEE SHEET C3.02 ' d \ \PVC UNDERDRAIN (TYP.) r N52 235 L aOwIn dOwIn aOwIn a o - pPL % , a GABION BASKET O STORMWTER FACILIT> O ,' 300 FOREBAY WALL z = OwIn i ACCESS R 20' PUBLIC ;kkk`J\O b\te II\ _3(SEESHEETC6.01) _ I A `^ 1 /� cO� Ho CwLu�WLu�wLu� CWDRAINAGE EASEMENT 2Q PRIVATE /° -FACILITY EASEMENT ACCESS ' 236°o ° _ STORMWATER 04 ryEASEMENT ry p LU Qor,w hACSSAN L rZ%SEM03 NbP —Opp OCATION OFCD 1 Lu�o RIPRAP 302 43,�•9"Q31 �� 40 �I / I ' / 239 ' 4" PVC TO DRAIN z SPLASH PAD \ I / / ,' 40 / TO NEAREST o / _ - - / i 433 405 p39 / I 237 STORM (n DATE ' / 120 / 401 \ / y 238 09 - I 1 // S ' STRUCTURE. SEE > 119 I 441 _ _ _ ROAD PROFILEO 0 10/30/Z9 _ / / / — z SHEET C803o} DRAWN BY 406 .. ,J / N / J. FOX . / /� 25 440' / / / / / / , / / / / 4R2 / / _ / / _ • DESIGNED BY 10' PRIVATE STORMWATER Qy5 DRAINAGE / C. SHIFFLETT FACILITY EASEMENT 6' EASEMENT ' • 20' PUBLIC 45 / 455 / • CHECKED BY DRAINAGE / Ap3 226 , . / / 436 ' EASEMENT / ' ` / / / i�i • C. SHIFFLETT / o / � 20' AESA / ' ` , ' ' - 109 SIN - / / • SCALE EASEMENT 26 LLI / ' / / / ' ' / / / 20' ACSA i / ' / / / 242 1 "=30' 7 2z5 LLI j , / / ,' / /' , 438� — ` \ \ I / AS�� w / / / / / / 436.7 LLJ /4- -C) i' CL Vz I� - RIPRAP SPLASH PAD PUBLIC DRAINAGE LOCATION OF CD-1. A`O 4" PVC TO DRAIN Q SEMENTTYP J 414 TONEAREST / STORM STRUCTURE. SEE W a ROAD PROFILE Q ( / ON SHEET C8.03. UI Lu / / / / / / 44 a 1T)9RYS�WER \ / Ile -j / / / / ' / / / / / / / / �,� / 417 / / < t / / / / / / / / / / / / / / / / IG d v n 10' oLu 446 PIS ANCE Y . r� v _ -j N \ - GRADING / Q C) V / / / / ' / , / / / / / / / s / 17 EASEMENT " L 0 1 I I, / / / / , / 1 I , / / / / , / I _ � 1z 1 .� \ \ l 440.I I I ! / / ' IMvlI I R v / I 113UJ a \ 1 1 I I I r I I\ 1 1 O z PARCEL %0900 -00-0-001IFO \ t \ / / II ! I / / / , I o _ o v/ - / / L 0 o \ \ 1 1 1 \ \ \ \ \ \ \ \ \ \ \ / 1 1 I I l I l / / ' Q Q 1 1 1 \ \ \ \ \ \ \ \ \ \ \ / / / I 1 p9' I to - / / o SOO(TH OD 6HARdOTT�SVIL E LLC \ \ \ \ \ \ \ \ \ ` \ — tlq — / / / , I I a w j I , W i 1 \ \ 0 / l I f! l , l 1 I!' Ns, g' , 11 i I I I II I I I , ° / / / / 1 I I I , ! / ! l I ! l / • \ I 1 � \ .." - / - _ - / V /1 - I I II I II' I I I/ /o of / I tI■ _-,// // '/////, / // / / \ o \\ 1 I I II aw \ \ \ \4S \ \ `qti\ y\ \ _ _ R- Vh'�• _ ��u) _ - `t _ _ - _ ,i - _-455 LOCATION o T14 4" PVC TO DRAINo I I I o / O TO NEAREST w \ \ i I ' / / I� o I I l I LLI� STRUCTURE. )coo \I I I I / I , ROAD PROFILE / \ \ SHEET O I I I 1 1 / _ _ _ , / / / / / / �6 \ \ ` \ ` \ NJ / 1 o WATERTIGHT \ 1 _ - - l / / / / ` \ \ ` \ ` \ \ \ \ \ \ \ . ! ' ,t\ MANHOLE \\ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o° 1 LIDt\ \\ 1 I 1 — �'/ `\\ \\ \� \\\\\ \ ` `\ \\ \ \ \\ \ \\ \ �\ -- -� -- / / // \ .445\ - - - ' / \\ \ \ \ I I , \ I� I \ \. ` `` SPN \ /♦ ` ` I 1 - \\ -`\ \\\` `\�\\ \\\ \\ ` \ \4q0. \\ _ \ — '' / � _ / / ,,' / i,/, — I 'PRESERVED \ \` \�--- _ �SPEE�SLO�ES-'-_\\`\\\\�\\\\\\ \\\� \� � _,_--------- - -- ,' / �// / \�\ \ \ \ \\ N. \\ `-- --_=_�V/PICAL) -- \\ \\ \ \\ \ \ \ \ \ — _ / / / / / ]oe NO. 5 \ I \ \ \ 20�ACSA \ \ \�\� /'/ I i \Y \I \\ o \`� \\ EASEMENT \ `\ `\ \ ■ \ ��---------------- ---=`� \\\ \ `\�`\`„\ \`, ��'--�_ _ -- -- _�" / 40919 \ \ `� ♦` \ \\ \ \ \ \ \ ° o o J/' — \\ \ \\\ ` \\` `` `� \ \-�_ __---- - �� - � // / / SHEET NO. ,, I I INSET \ \ \ \ \ \ \ \ \ \ o C4.10 \ \\\ \ L 6*04040 ,, =• b, NUT H pF 00� CLINT W. 7 :.mod 2S F LET a, Lic. Am 12612020 / h�NNN•• TC M I N � \ N C E w v -E TC 448.62' U w 3 i 44 448.68' 0 o BS 449.09' - ` Q J - - - - 445..60U ui O '- - - - - - _ _ -II a �r>if�� a 4e MT �x In - U a w o R �v Ih�� C) V1 !n !n !n N - - - - - - _ U > 1O O W W W W -Bs -- 446.48' -TC-BC _-_ ~ oN w 0000 4T8.78 vv ?UUU TS 448.34' - - i 448.98' - - - -- _ �00 448,99' \ 449.09' - 44.,. 7'-� v // a d a d - - - � 93'- _ _ Q49 _ _ _ �� 0 0 0 0 449.09' _ \ � W W W W 26. W W W W TS O _ _ OO�co 430.00' / / - - - - \ ��, - _ > w O Cl N z a ve�o Z BS 0 480'.10' - DATE 84 s\ 10/30/Z9 T ---- - - - - -- o T 4DRAWN BY .00' J.FOX 455 • DESIGNED BY \ \ _ BS TS \ - 459.02' - _ 454.92' • C. SHIFFLETT BS \ _ _ - _ - - _ - - _ - - _ _ \ \ _ _ ' 434.10' - - - - -_ \ I -_-------- f • CHECKED BY BS \ : • C. SHIFFLETT - - - \ - - - 52.52' - - - - TS _ _ SCALE 1"=10' TS -- -- I � � • 39.00' _ \ 1 I _ _ - - - - - - TS - ' - BS i 451.09' 1 450 449.92' • / 439.10' BS / \ TS \ \ - - 450.02' • 450.49' \ TC \--- ---- -- - --- I 1\ 452.31' 448.49' TO TO _ _ _ _ _ - LU 45135' I 451.71' 1 4�TC - -- ---- -- ---- \ (•, / TS \ \ / I2.ST---- - --- -- - BS \ - V 444.00' _ O / / TC 1 TC / 447.52' \ TS - a 451.91' 452.03' f 452.46' 1 - - - - - - - - - - - 447. - - _ \ / 452.67' S 451 y09' - - - - 452.43'- ---- - - - - -- ---- - - - - -- _- \ - \ 1 452.43' BS 444/ I _ - - - - - - - - \ .98' / TS ' 450,98' / ' - - - - - z Z / FFE=452.55' FFE=452.55' - - - - - 1 5 SAN SAN ,' SAN SAN / BS TS w ' 4y 442.47' 442.27' a -1 Z _ I� --------- - - - - -- O a p ---- f --' ED Q m J /. BW - - ----- - ----- - - \ w Q /� 453,04' ' S LU O LJ / / RETAINING WALL' _ 9' - L MAX HEIGHT 2.9' _ - - - - - - - - W ~ w FFE=453,55' O -- - -- -- - U Q FFE=452.55' w �--- 9Z TW BW w 453.67' 452.43'' _ ' - - _ _ _ _ ' - - - - - - - - - - - - - - - - - 0 LAir u ' t KEY PLAN SL:ALL 1"=lU' 0 10, 20' O JOB NO. 40919 SHEET NO. C4.11 L / / / / / / ' / / / / ' �� •�c NNE• y 00 CLINT W. — / / / ,/ ' r/ ' / // / ✓ /' \ S F LET >� 63 / / r ' / / / / '� ' `• Pp / / , / / / \ : -off Uc. N S4380 4- 1012612020 � � SCALE 1"=10' ' / �I�� OLoSS �q \ h�NONAL �• 0 0 10' 20' ✓ ' / / /' ' / / / I o E tKEY IO PLAN '' /'// / //// / //. i / apE//� H W y 3 / / / / / / / ' / / / / / / / / �w o `6 pop m / \ M L O O O O C) C) C) C) \ ` � II 436 � I / / // i a 0000 — — WWWW 100, 438 O O O o N N O O H NON �� / U O \ \ \ 0 > DATE _ _/ 435 ' SII / / // \\ \\. \ ` - , ` _ _ _ _ - DRAWN BY _ --- J. FOX � / I DESIGNED BY I I I I � I I I I� / �\ � �\ `` � — _ _ ---______-- —__--- I --__ _ • C.SHIFFLETT ii I I I 1 I j / \\ � \ \ \ \ / _ � � - - - I • CHECKED BY I I \\ / — — _ —_— _ _ I ----___ • C.SHIFFLETT I I I I I I I \\ \ \ \ ` \ \ \ _ _ — _ _ _ — _ I — — _ _ • • SCALE \ \ co co uj //) CL v - - - - - - - - - - - - - - - - - - Tw \ \� \ \ BW L� \ \ 435.72'\ \ 432.41' \ l� \ \ \ \ - - - - 9 I Tw \ /C 431.74' fl 1c \ Ic \ \ BW\ \ \ \/ _ _ - _ `\ I � \ / \ \ \ k k \ I \ k 433.64' �\ - - _ I I W k \ \k `\ \ // f I \ \ Lr Z_ \► - I , 0Qo i \ IC \ \ ` I BW N �\ O cn \� ` �� ` \ I / m i I LU 431.07' _\ L� \ /C C \ \ / I / J r v I w a 0 1 432.89' I \ k IC '� \Ic BW 0 \ \ \ ` \ \%� _ I \ // I '// O 2 / I 4 k 11 k k 434.30' 1 k I \ TW \ \ \ \ I \ I — — / I // I BW rL Bw 436.38' \ ` / I w / �� 431.54' / i 1�433.6� I ^� 1 \ \ \ \ •I I1 y� / J v// \ L/ I Ic I r j�, b � U LQ 2 �' \ /` 1 Q31 I \ \ \ I I / I f o Tw LLJ 433149' / L Tw / I I / / RETAINING WALL Q 435.54' / \ 438.46 / RETAINING WALL r I MAX HEIGHT =,3.1' / 1 \ d38.9T I / RETAINING WALL MAX HEIGHT = 3' I 0 MAX HEIGHT = 4.1' 440.8T 445.24' TW I as16d / RETAININCiWALL Tw Tw Bw O MAX HEIGHT = 0.1' aaasr r aaa.ls' — RETAINING WALL \ aaeas � MAX HEIGHT = 2.2' I / 5 Tw BW �Q1 / 0 ; 44gW' L_ BW TW 4 8.03' 448B33' L451.37 439.57' 441.82' / TW y��441.8 , 43439 65' / 411L — % — g 41_87 — 44.4 8 '—448.11' 438.86' / 441.13' / 1.84' 445.11' 448.35' 451.35 / \ \\� 439.24 / / BW gyy T- O 438.61' / TW B / /r \\ \ / 4390T I / 439.6 441.'(3' 44.79' r BN/ TW 448.33' Tw / _ _ P/W. 445.09' I 448.03' - ' . _ /- \ I / / 439.90, I 44120' / I 451.30' RETAINING WALL— _ MAX HEIGfiT = 0.3' w Tw rw rw 5 / // // 44 .92' /44524' 1448.16'' 448.48' 45 .4�3" I40919 / 30B NO. fiTS 39.20' / \ L J / I 442.50' I, / B \� \ / / 4 RETAINING WALL ' (RETAINING WALL ' / SHEET NO. 438.14' / / r RETAINING MAX HEIGHT I MAX HEIGHT'�3' b / / C4.12MAXHE=3 / L RETAINING WALL MAX HEIQfiT = 0.3' ' -/---� f ' 440 ' / / / RETAINING WALL, MAX HEIGHT = 0/8' / TS / 439.71' \ 39.1 �' BS \,/ / TW BW / 442/.81 439.21' /' / / R41.89' ' BW 441.15' 3' BS / 441.117 T BW 441.15 0,47' / / , 44210' /TS RFT/AIKIIKlr 1A/AI I nnn nm TW 443.16' Z � ,92' / BW 1448.16'i BW TW / / / / . ` _ - - _ - BW TW i / RW 445.24' I/ 448.48' 451.4�3+ i , ' / / ` \ _ - _ 454.11' 456.97' i /442.50' / RETAINING WALLRETAINING WALL // /' - - - - - / NG WALL / r MAX HEIGHT �3' ` 4 ' MAX HEIGHT 3 1 ' / FFE=457.7a' IGHT = 3' fAINING WALL ' D /' / \ 4y5 MAX HEIGHT = 2.9' BW �"1#6*0 pLTN pF 00, CLINT W. 7Z oCd 2S F LET a� • Lic. N SIJtS ({4.�,C� rj 1012612020 0.a!_r� ,042.1-OVAL E1-640%* 55.23' E 456 / N o LU 457 456.50' / H W 'N 3 SAN AN 45 457.29' / V > - - , / BS 1 440.99' I 1 / I / / / / / I - 454.65' TS 457.28' / 457,25' i I N l / 457.25' Bs r 442.33' \ TS \ I / 442.82' 1 / 1 I I I I I I ( I (o /. I 114a3.or I B sI / FETAINING WALL sw21 / /MAX HEIGHT /12.4' 1/ ./ Ts 1 443.12' 1 1 443.59' I / 4 W I\ I 1 445.60' I I 1 /j Btu / TW I 1 1 443.017' V 445.64' BW l I r l I / // A? I I BW 443. 443.46' / / \ rw BW T 64 TS 45.64 447 / I / 443.86 / 445.70' 445.62' RETAINING WALL / MAX HEIGHT = 2.2' / / 459.25' ' TS / / / 444.8 445�87' 459.25' , BS 444.75' / / / / TS 459.27 TW TW \ / / / / / BS 46.14' 446.79' / / / 456.54' BW b b' � N / / 446.23' TS 46.27 / V6 //>C" / Bs / / / � / / zBTW S ' / 447.50' ' / / ' 457.92' / / 459.25' / / , TS , 458.92' / RETAINING WALE / MFlX HEIGHT- 8' ' /' / 4aek AS TS 4y6.77' 449.8 / TS / L / I / / 448.27 ' TS 53.07' S 451.47' / BS 44 .3 BS / 453.17' BS- c BSA 151.57' / 454 449r97' / BS / 456l3T TS ! / 456.27' 7,87' / 450.59' l 1 If / 11 / / / / / BW L 1 I / 452.90, T I / TW 1 I l \ I II l //r // / / / 457.50' / r ' / WALL AX HEIGHT/= is' / -- -- -- r 1 If BW //452.52' / TW 452.5 /10 ko ol I/ o / 1 n l I �qN SAN a a ) 3 / oa o / wO mom. t r� / so FFE=457.77' / FFE=457.7T d J V Zffi ' I / 2 7 N 4. 457.65' / I- ¢ N W 11 U) V) U) S ry Z m V > 1O W W W W / vM � 0000 '457.02' a TC TC 00r 2222 ' 457,22' 457.56' O O O O C dada Ii 4 6.79' , M O O O O ' 0 W W W W TC = V1 (>) V1 (>) Aj'7.07' O �� i F w NNNO i > m NNE\ _ ¢ nv�N Z ti � - O DATE 10130119 O DRAWN BY J. FOX DESIGNED BY ' / / • C. SHIFFLETT / / •CHECKED BY / / • C. SHIFFLETT ' / • • SCALE / 459 • �LU / CL V / ' a J / N6a J ICI I / r I / Z / Z Q W J / a > / ^^ - C� I..L -i Z / ' O Q LU tkrC L Q / ' ED 0.58' 460 fl7' , ' 1 J /LLB / W a V \ 0 uj / Q / w z W J LJ ° LLQL r460.70' w � / 60.B1' /� / j Q O v / O _ 2 ,O V/ o Og3 �P SCALE 1"=10' 1oe No. j 0 10' 20' 40919 \ I / SHEET NO. KEY PLAN C4.13 / SCALE l-=3V 0 30' 60' KEY PLAN ------/--- __�_--- M _ — I-- - - a-400 -T s-------------------------------------------- 0o 0 0 - _-----"--- — _ -1-----_____-_ I — I -----_ ___ __ _-_ _____-_____ "_ 110 02' OLD LYNCHBURG RO / R/W STATE ROUTE 31 ------- ---- TAT 6 �_-- -- - VAR WIDTH) - PING R/W H) OLD LVNCHBURG ROAD --- - � -- STATEROUTE631--------- --------------------- - — — � — — (VARYING R/W WIDTH) - ----- ------ --- - - II ______-_ — — — — — _ — — — — � — -, � OHT � �— — — — —OHT— �OH7 —OH _ — OHP— HTi — OHP—— HP HP — OF/P� — OHP— _ _ '�' — OHP— — — ..ON OHP— T _ MANAGED STEEP _ —OHP SLOPES 20' PUBLIC DRAINAGE (TYPICAL) EASEMENT, TYP. HICKORY STREET CL CURVE A = 14002'30" R = 604.00 T = 74.39 L = 148.03 C = 147.66 PC = 10+09.12 PI = 10+83.51 PT = 11+57.15 HORIZON ROAD CL CURVE A = 15°41'42" R = 233.00 T = 32.11 L = 63.83 C = 63.63 PC = 15+15.79 PI = 15+47.90 PT - 15+79.61 — SAN —w 14132, 4 PARCEL 09000-00-00-OOIAO SOUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT DB. 3375 PG. 063 _----------------------'6, -- ----_ ----- 5 16+00 -\ ��- SqAi W 15+00 _ 14+50 N S31°19'26'W 13+50 _W - — S I I I I I I I I I i i I I I � I I I I — I — / IBC ___--- 1� HORIZON ROAD CL CURVE 3 A = 17°56'09" R = 233.00 T = 36.77 L = 72.94 C = 72.64 ;PC = 12+08.96A f—1 PI = 12+45.73 PT = 12+81.89 % 5' BIKE LANE / / Id / /o ry / i h o co HORIZON ROAD CL /et CURVE 2 A = 21 °28'45" J`/J R = 267.00 50.64 T=�o ((Y!\\ �N L = 100.0.09 C = 99.51 / PC = 10+99.50 20' PUBLIC DRAINAGE ; PI = 11+50.14 EASEMENT, TYP. /J PT = 11+99.60 + �0 20' PUBLIC DRAINAGE 10, I EASEMENT, TYP. —.tSAN / SA Nj 20' ACSA r 99.50' �� EASEMENT S A ---'1+50 11+00 S34°52'03"W 10 5+ p 24'�--- - --' - R26T 0+00 � ---�F 12+50 - 233' L� R100' Y r110 GRADINGI _ _ 1 EASEMENT I 1 I I 26" BEECH I If UGT\ \ \ \ I I I I I I I I I I r I L_� L_ I_— 1 L I I i \ _ P-----UGP-- --UGP-----UGP-- I UGT UUGT UCT - — — — — — — — _ _ — — — — — — — GT— — = I 0 ' Y `20' PUBLIC DRAINAGE ' EASEMENT, TYP. 6' ANTI N STRIP F CONCRETE SIDEWALK GRADING I ---- ---� EASEMENT I — I i f z — —UGT— '� CPJ jjjhtTH (j, CLINT W. 7 .j/7S FFLET Lie. N 443ee 4; 10/26/2020 G z O u U Ul w If _O W W W W O `rO O `rO O O O O W W W W a a a a O O O O ti ti ti ti W W W W K K K K a ��o rn DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' 30B NO. 40919 SHEET NO. C5.00 L I O i / HORIZON ROAD CL ' o CURVE 5 , fC�tpLTH Oppr o $ / / 0 = 57°25'46" ' o / / 'o / // // R=277.00 :0 CUNT W. 7: T = 151.75 ' ° ' ° / / L=z77.65�,/yS FFLET is o / ' ' o a�0 / / C = 266.17 Lie. N S13SO 4 • � Z, 5101/�,2161/11202�0 Kv ° �0 ° 20'PUBLIC DRAINAGE PT=19+98.57 va tSd; ° o irrEASEMENT, TYP. 'OVAL FI,milk%% A� o o Ao -SAN SAN' o ° 6' 18+00 o o E ' o / ' o / / / / 36' �9k00 W R277' > E o / �' / o / / / w v E y .. O O ' °° /.. ° / / / /0x6 a 0 3 ° ° ' o O/ w 1 C, ULu Z ° / / ' ° a� / / �'/ i GRADING w - -u O o ° / / / / . s „'`� EASEMENT > o5 N o / o / / / ,(O 20' PUBLIC DRAINAGE p x N o ' o / ^ EASEMENT, TYP. \ 4d v � 0 / �v huh °/ / /Ln ° o L ¢� w_ Lu ' o I ' / ' EASEMEN� / o 1 00 0 ^00��0� • �\ \ OOOO !/ O I ' ado / �'o / /l l \k� \ \ \ 7 \ ° vi vi vi vi 0 wwww cci o0 / N °o / I �D °otoo o // / // / esg ��^ III I \\� I L`\ �® z ve�o 00 1 /� o o / / "Is DATE o / o o / 20' PUBLIC / / 5' 6' s' $ �� / c1 I % > I�/ 0 10130119 42.5' STORMWATER / DRAINAGE / yl I O / 1 FACILITY o o ' / EASEMENT, / / O GRADING II x ` \ \ ~ } DRAWN BY J EASEMENT „° TYP. // O / I I I r ° / / R599' • s s 8' ti EASEMENT I ' \ � J. FOX / � j 4" SANITARY J DESIGNED BY IL / LATERAL / ; . / \ �\�, I \ • / OHF/- UFFEW !HORIZONROAROAD \ (TYP-)/) 5 I \ \I/IIIII I `\\�\ II \ o •• C.SHIFFLETT oo� CHECKED BY CURVy x1l, 526'�o / 8o A = 20°31 ° R = 599.00 •• C. SHIFFLETT OH�� 00 T = 108.49 WOAK SCALE �0000_ _ ° / PC = 22+37.27 \ s s ' O 15' PRIVATE SANITARY / I I / ° PI = 23+45.76 \ 28 s Lax /� I AND WATER LATERAL ✓ I J J y RG ROAD o PT = 24+51.93 \ s s l ' / 1 EASEMENT (TYP.) _ - - OLD LYNCHBU o / / s %r I 20'�{ 10' PRIVATE \ STATE ROUTE 631 ° s 5' DRAINAGE I I \ I /� SYCAMORE �--� (VARYING R1W WIDTH) o / \ s -.EASEMENT cc \ \ o 32.5' STORMWATER _ o \ / y3x , °. I \ \ \ \ _ - - - - FACILITY o%� - - - - - Lu EASEMENT o j \ t \ \ ' 111 ° I - 40' a r1 c J R25' IP V.\� I I i c GRADING , I- ° / HORIZON ROAD CL \� /� �'/ 2 �+ I / - o I EASEMENT - - _ I MAPLE PRESERVED o° / STEEP SLOPES o ,/ �' I (TYPICAL) o 0 o j / /A = 28°5T16^ 7 V �ko A p \ ° 1 RIVATE 14' i UGT� I y - f ;:.:: / R = 401.00 \ •:1$ - - - -� _ UGT- x� 0 \ U6 - --- --- o ° T = 103.54 . ' v `v / p +28 ' 27 ' I EASEMENT I-/- - - - - j _ I I / / \\ 7 - - �X` STREAMBUFFER o / L= 202.65 6 I v C=200.50 --- c / R4 1' ' PUBLIC DRAINAGE CARDINAL HILL I 20 / PC = 24+51.93 EASEMENT, \ I / \ ` W PI = 25+55.4650 TYR CURVE t8' I 1 PT = 26+54.58 <� �hGHT°34'40" 9 L I I b / \ k/ 1 I o• ° / / DISTANCE •'R = 218.00 / I I / \ ^ Jl EASEMENT \ 6• of T = 41.54 '- - - - - I I I / / % / (�\� 1 1 L.L J z \ PLANTING o R2,�i' L = 82.10 - // - - - - I I \ / / \ O Q Q STRIP C= 81.62 J/ R5 I I I I b i 1 1 L {225' C = 10+54.99 R5' I Z - i � � \ � % � � � I � m PI = 10+96.54 J- - J I I p/ 1 PT = 11 +37.09 cUJ i ✓ 20'ACSA o� ACSA " I \ \ EASEMENT ao4 , EASEMENT R218' I I �/ /i / /i 1 O I LL 8 wU) z O f 6' PLANTING / yp 10' PRIVATE / I 8- O 5 STRIP 0x / EAS MENT +T 48'=�0' 18'' _ - -UGP- - _ UGP = -I O CONCRETE s zl, - - - - - - _ Lu Q / - - 1F 10'---w-------w-----w- -- SIDEWALK s \HORIZON ROAD CL w s (� '10' / WH� RTON DRIVE _ CURVE 8 / / I i' ." (tyP') 4 = 22°25'28" s / 107.66' R= 399.00 T = 79.09 I 10' PRIVATE < ✓ O C = 155 17 R399' / o DRAINAGE I I / PC = 26+54.58 �28 g e. 28 I o I ,I EASEMENT c \ I J , \ I \ 67 ` \ PT = 28PI +10.73 / T ryx50 � 54� 5 �� it � �p R 22' -5' • ,\ 11111 In 51 20' PRIVATE U I ACCESS I t 49.88 26x00 \ N / ) I ., EASEMENT - R25' �� O'ACS/�^� 5, 40- SAN I u d% d •14 / �1 ��- AI p V� \ \' ES I 6'PLANTINGI'., 110.45' I g R - 5'CONTCRE40' TE W.-^--I I s p I I SIDEWALK 1 P 3 6: �10 I - - C I I Lo 6 JOB N0. 2 Do SCALE 1"=30' 40919 IV is x ifn- I 60, SHEET NO. \ Jci,I a KEY PLAN C5.01 L - - - - o -- / / 28' VA R25' `# ° / HORIZON ROAD CL °r j PRESERVED ° ° � CLINT W. I db '0 I STEEP SLOPES CURVE 20' a \ • O 0 7 $g 0-00 / (TYPICAL) o° // /4=28°5T16" j 0 �. o� 10'PRIVATE �14' ( ' i �Pp ✓ °°° / / R=401.00 ::; :;.:• -/2yy 5c DRAINAGE 1.8'•: I� �� x : •o " Lie. N SIJt� 4 PRESERVED ° / T = 103.54 / 28, 6' °'r `- 2T I EASEMENT I / 1 . 0/ 26/ 2020 �4V �G�y, SCALE 1 "=30' i� STREAM BUFF , ' / / L = 202,65 6 '\ I I / L pi s Air �i C = 200.50 I : I Soo r�ONAI ��•� j PC = 24+51.93 R4 1' 20' PUBLIC DRAINAGE \ CARDINAL HILL LANE CL :::: t$ .. I ®�N�N�� ° 0 30' 60' �3` �CgO EASEMENT, TYP. CURVE I PI = 25+55.46 9 PT=26+54.58 GHT \ •.A='21°34'40" o ° r DISTANCE 5 R = 218.00 / KEY PLAN ° ° �. / / EASEMENT \ 6' of T = 41.54 r 3 1� �A PLANTING o , R2b': L = 82.10 - ^'Ili C = 81 62 ¢ o o yI$ , I F / STRIP R5' > E /Xp0 I R25 PC = 10+54.99 w v ,a / `k t 1 = 10+96.54 = I E k k / /mil ' I T = 11+37.09 i'i w 3 / I �// /k • ✓ 20' ACSA ACSA , I ¢ LL o 3 w 0 m . � /f / EASEMENT ®° �. EASEMENT R218' / a / �`/ k 6 i 8' � Lu O / j /r r`�k O 6' PLANTING y �p / 10' PRIVATE / I $ a o N .�'// / �` k ` • O STRIP o 0x / / k `• kk ,` ' •k 5' y 4 EASEMENT D X v � CONCRETE m / Zvi � n¢ w / ° // / /� k �/ SIDEWALK o / - - I 10 o R v 11 ti ti o • k • • / HORIZON ROAD CL x = ry z o ` `y \ CURVE / 8) _¢ O w w w w /// `• k/ ♦� 8 / 1 � n �� P. /0 / j k •` ` ,(` ♦/ A - 399 0 28" / / . i 107.66' .c° N o° / k=399.00Am 0000 ° v M w U U U U 0 ° / / / T = 79.09 I I 10' PRIVATE 00 �p / L= 156.16 o w 2 2 2 2 0 Y R399 DRAINAGE r > > > > 0 0 i/ C= 155.17 �, o EASEMENT O O O O ° o / C = 26+54.58 6• s ++ j ° o ° PI = 27+33.67 28 \ ui w w w w 1 P o PT = 28+10.73 p' y' d a d a pOCPL 1N ' ' STORMWATER FACILITY ry k5 5 ` / � - - 5 v O w w w w F� 0� "r 22' a n�YFi� ACCESS R 20' PUBLIC I i+r o o DRAINAGE EASEMENT \ oo l ` • �. 5• a 50' r o �y� 1� f I 20' PRIVATE I 49.88' F o ° STORMWATER •� ` /• k4 t` ^ , ACCESS11 000 I� ro ° �FFE� FACILITY EASEMENT C/ \ I e > o 0 o N ry o° o ` yx0� . f.• k EASEMENT w o o N 0 0 2 R25'-r O'ACS/� SAN = G b o Iy vivo \ 10.45' 6' PgLARNTING i>,. 40• a v e o I I I 5' CONTCRETE - DATE SIDEWALK • > I r I • � - M �I 0 0/30/Z • 1 9 ° R7 28 \\ `. °R � .,��°"°.� .. � �' 1- } DRAWN BY I ; \. o I a. J. FOX / MT ra • DESIGNED BY PRIVATE SPN STORMWATER s ),-o V. 5 i, 6' DRAINAGE I C. SHIFFLETT / FACILITY EASEMENT EASEMENT • I / 6' PLANT ING \ / \ I' • CHECKED BY 0 20' PUBLIC � / STRIP (TYP.) °� �� p DRAINAGE 0 SAN • C. SHIFFLETT EASEMENT / gPN 20' ACSA 5 o X • • SCALE EASEMENT / 20' ACSA y 5\ / 1 "=30' / EASEMENT 5. Lu \ I o� S �`'•.' V R25' / 28, R15' I 5•,.,, p 10 . c Z CARDINAL HILL LANE CL, CURVE 10 \ \ ' ' R = 200.00 �ro / R15'I T=44.05 I � L = 86.72 ,0' I vHLIC DRAINAGE C = 86.04 5 SEMENT, TYP. 20' ACSA I PC = 14+43.43� R5' 20' ACSA EASEMENT / / �� b I PI = 14+87.48 8' cEASEMENT Z (2) PARALLEL PARKING 6.21' _ PT = 15+30.15 p 8' G SPACES FOR LOTS 25-32 \` WARDELL CREST CL 5' a I d; r R5, / uj Q ACSA CURVE 11 5 > ENT -A = 83056129" 28' 5' /: 65.160' I / / J z WARY SEWER \ \ R = 200.00 - - ° / � T = 179.90 \ ° o \\ / Q Q L = 293.01 � ' o% R20�, 25' / O L J \ r\ C = 267.50 = I S82°44'43"E JrR2,.0 1 ` • 16 y� /� � w 0- PC = 12+71.781T 27.14' / GRADING UJ Q Q \ \\ \ J�%S s 5 I = 14+51.68 R30' a 1�.`E28' EASEMENT LL Q 0 6' PT - 15+64.79 SP 1y /r- A O \ .\ R46' 200' 16xO0N 9y06 / O o 'yam 61 R30' /-X W z (Y \ \ 0 L 1 � R3 '�"'° � O >> PARCEL 09000-00-00-00>EO \ / � �xo0 'x 50 / • � U D 1cs 15 /� SOUTHWOOD CHARLOTTESVILLE LLC \ / v �ti 14 5 R25' 25, MIN. D NEIGHBORHOOD MODEL DISTRICT : \ 1 DB. 4773 PG. 328 0 +00 / \ / / 6' PLANTING ` : < 4" SANITARY \ O STRIP LATERAL ' e. O 0 0 ° NDPIIDN ' R200' (TYP.) i o 0 U r aft o ` pPM BZ�NE I�P?EY ao' � ♦ ♦� �--- J `° ° ° o O ° ° D - _ _ 1 ° o -00 n O i _, SqN ° / 7 \ \ \ \ ` ° ` ` O Y I ` ` ` Sq h D \ ` 0 \ STEEP 0 D � - _ ` SLOPES g - -0 (TYPICAL) roe No - __ \ Sq n REgM � - - - SHEET 02 _ --_ - - _ ° n -- - - I -- -- - Saro \ °