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Home My WebLink AboutSDP202100062 Plan - Approved 2021-09-09.T SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: TOTAL AREA: 22.92 ACRES LIMITS OF DISTURBANCE: 4.88 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 SOUTHWOOD REDEVELOPMENT -VILLAGE 2 09OA1-00-00-001EO PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4773 PG. 328 SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 TOPOGRAPHY LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA 23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL. HUBER@Tl MMONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS PHASING: PROJECT SHALL BE BUILT IN ONE PHASE. DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 90A1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER 51003CO407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.00 AC PROPOSED IMPERVIOUS AREA = 2.56 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE DETENTION SYSTEM AND OFFSITE NUTRIENT CREDIT PURCHASE. AGRICULTURAUFOREST DISTRICT: NONE PUBLIC RAN: 1.19 AC. OPEN SPACE: 0.21 AC. RESIDUE: 18.36 AC. PROPOSED LOTS: 3.16 AC. TOTAL AREA: 22.92 AC. ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. VILLAGE 1 & 2 SITE PLAN TRIP GENERATION WEEKDAY VILLAGE LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTSI 220 46 D.U. 341 5 17 22 18 10 26 TOWNHOMES 1 SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTSI TOWNHOMES 220 26 D.U. 190 4 10 14 10 7 17 2 SINGLE 210 22 D.U. 208 4 13 17 14 8 22 FAMILY TOTAL 48 D.U. 464 1 8 1 23 31 24 15 39 SIGNATURE PANEL: APPROVAL DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE 17_\h INITAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA 7/8/2021 VICINITY MAP 111=10001 DEVELOPER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHAROTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.00 COVER CO.01 CODE OF DEVELOPMENT PROFFERS & TABLES C1.00 NOTES & DETAILS C1.01 NOTES & DETAILS C1.02 NOTES & DETAILS C1.03 NOTES & DETAILS 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 II C4.00 BLOCKS & OVERALL PLAN C4.01 LAYOUT & UTILITY PLAN C4.02 HOUSING & DENSITY PLAN C4.03 OPEN SPACE PLAN C4.04 GRADING & DRAINAGE PLAN C5.00 ROAD PLAN C5.01 SIGHT DISTANCE PROFILES C6.00 STORMWATER MANAGEMENT PLAN C6.01 STORMWATER QUALITY PLAN C6.02 INLET DRAINAGE AREA MAP C7.00 STORM PROFILES C7.01 STORM PROFILES C7.02 STORM PROFILES C7.03 UTILITY PROFILES C7.04 UTILITY PROFILES C8.00 ROAD PROFILES C8.01 ROAD PROFILES NUMBER OF SHEETS = 29 APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup CUNT W. S FFLET Lie. N . 5431110 07/ 08/ 2021 �^ E 0 o U N � N 0 Q O > E w v E Q w o 3 oLL- w0 `mom C W L W Q� U-00 J N M l7 W N 7 zry;' �x aQ C v LL 0 Q = v V1 = N N = U > Q c � y N N � o_ C ow �H AL w 0 DATE 07108121 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. w a ^ LL w J 0� Q wW Jw co> WJ Q O 0 LU 01 W " oC 0 0 0 2 �0 V/ ALBEMARLE COUNTY SERVICE AUTHORITY JOB N0. VIRGINIA DEPARTMENT OF TRANSPORTATION 47039 SHEET N0. HEALTH DEPARTMENT C0.00 L BLOCKS 3-4 BLOCK 5 PROPOSED BUILDING HEIGHTS BY BLOCK BLOCKS 6-9 TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK .T PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA(SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY ASSOCIATED PLAN(S) LAND USE DESIGNATION BLOCK DENSITY RANGE (UNITS/ACRE) DENSITY PROVIDED AREA (AC.) DWELLING UNIT RANGE REQUIRED AFFORDABLE DWELLING UNITS MARKET RATE UNITS PROVIDED NUMBER OF LOTS UNITS ACRE PROVIDED (ADU) (MRU PROVIDED GREEN SPACE & 1 0 0.0 7.3 0 0 0 0 2 0 0.0 1.5 0 0 0 0 BUFFER NEIGHBORHOOD 3 3-6 5.0 1.6 4-12 0 0 8 4 3-6 3.1 1.6 5-14 2 3 5 DENSITY URBAN DENSITY SDP20200DO48 RESIDENTIAL 6-18 4.0 6.8 60-127 44 10 27 VILLAGE 5 NEIGHBORHOOD 6 0-28 0.0 1.2 0-31 0 0 0 7 0-18 10.1 0.7 0-12 0 7 7 MIXED USE/ NEIGHBORHOOD PLACES 8 0-18 5.4 1.1 0-17 3 11 6 NEIGHBORHOOD 3 3-6 6.9 1.6 4-12 2 9 11 4 3-6 6.1 1.6 5-14 1 4 5 DENSITY URBAN DENSITY THIS PLAN RESIDENTIAL 6-18 11.0 6.8 60-127 13 8 21 VILLAGE 5 NEIGHBORHOOD 6 0-28 8.3 1.2 0-31 4 6 10 MIXED USE/ NEIGHBORHOOD 8 0-18 13.5 1.1 0-17 1 0 1 PLACES 9 0-34 9.0 1.7 G-61 0 15 15 SDP202100006 URBAN DENSITY 10 6-34 13.9 1.9 11-62 16 10 26 11 6-34 8.3 5.7 20-182 0 45 45 MIXED USE 12 6-34 0.0 3.0 13-102 0 0 0 SDP202100035 URBAN DENSITY MIXED USE 11 6-34 16.9 5.7 20-182 51 0 1 12 6-34 23.5 1 3.0 1 13-102 70 0 1 TOTAL 1 34.0 1 150-450 1 207 1 128 1 189 PROPOSED: N/A NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) PROPOSED: N/A PARKING REQUIRED AND PROVIDED TOTAL PARKING TOTAL PARKING PARKING SPACE LOTS HOUSING TYPE SPACES SPACES LOCATION REQUIRED PROVIDED 3-18, SINGLE FAMILY DETACHED 44 44 ON -SITE 21-26 1-2, 27-28 DUPLEXES 8 + 1 GUEST 18 (16) ON -SITE, = 9 (2) ON ROAD A 19 MULTIFAMILY 4-UNIT 8 8 (6) ON -SITE, (2) ON ROAD A (8) GARAGE, (28) ON- SITE, 29 46 TOWNHOMES 36 + 4 GUEST 40 (2) ON HORIZON ROAD, (2) = 40 ON ROAD A 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 BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SU8201900174& SUB202100019 Number provided SUB202100011 Number provided SUB202100079 Number providedTOTAL with This Plan 1-2 N/A - Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 020 0 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 4 0 0 13 17 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 0 1 3 Habitat Single Family Detached Ownership 25%-80%AMI 40years 0-10 0 0 0 2 2 Accessory Units Rental 0°h-80%AMI 10 years 0-5 0 0 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 0 8 16 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 19 0 0 8 27 Deeply Discounted Units Rental 0'/o-30%AMI 10years 0-5 5 0 0 0 5 Habitat Condominium Ownership 20%-801/6AMI 40years 0-20 15 0 0 4 19 5-8 Habitat Townhomes Ownership 25%-801/oAMI 40years 0-30 18 0 0 10 28 Habitat Si ngle Family Attached Ownership 25%-809/oAMI 40years 0-15 6 0 0 2 8 Habitat Single Family Detached Ownership 40%-80°AAMI 40years 0-10 3 0 0 2 5 Workforce Ownership/Rental 601/6-120%AMI N/A 0-10 0 0 0 0 0 Accessory Units/Carriage Units Rental 00/6-80%AMI 10 years 0-5 0 0 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 0 0 Market Townhomes Rental Unrestricted N/A 0-30 0 70 0 0 70 9-12 Habitat Townhomes Ownership 1 25%-80%AMI 40years 0-30 1 0 1 16 0 0 16 Deeply Discounted Units Rental 0°/u-30%AMI 10 years 0-5 0 0 0 0 0 UHTC Apartments Rental 40%-60%AMI 30years 80 0 0 121 0 121 NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX. 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'" 28'A STEPBACKn MIN. N/A N/A 15'E 15r 15'E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK BLOCKS 6-8: NO MIN. / NO MAX. MIN. NO MIN. 5' BLOCK 9: 5' MIN. / NO MAX. 5' NO MIN. 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. BLOCK 9: 20' MIN/NO MAX. MAX. NO MAX. I NO MAX. GARAGE SETBACKc TO COMPLY WITH TO COMPLY WITH BLOCKS 6-8: TO COMPLY WITH 4.19C / NO MAX. FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR FRONT ACCESS MINJMAX. 4.19c / NO MAX 4.19c / NO MAX BLOCK 9: FRAMEWORK STREET FACING GARAGE GARAGE DOORS ARE NOT ALLOWED IN THESE BLOCKS - ALL OPENINGS AND/OR GARAGE DOORS ARE NOT GARAGE ACCESS MUST BE SIDE LOADED, RELEGATED TO THE ALLOWED IN THESE BLOCKS. ALL GARAGE REAR OF THE BUILDING, OR ACCESSED FROM A ACCESS MUST BE SIDE LOADED OR RELEGATED NON -FRAMEWORK STREET OR ALLEY. TO THE REAR OF THE BUILDING, OR ACCESSED FROM A NON -FRAMEWORK STREET OR ALLEY. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 1 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF -PRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. C THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE OR FROM THE FRONT PORCH. n 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'. Original Proffers X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00A01E0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVH.LE, LLC Date of Proffer Signature: _August 2, 2019 33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMD and TMP 90A1-lE (23.33 acres) which is to be rewned 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 Ran ZMA 2005-00017 included on Tax Map Parcel 090A1-00-00-0O1E0. 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-OOIAO and 07600-00-GOS I AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase 1, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenway Connections to Potential Adiacent County Parkland At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (100') 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 I (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 TNT 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300m Certificate of Occupancy in Phase 1. SOUTHWOOD CHARI.OTTESVILLE, LLC, a Virginia limitp 1 ability compare By: Dan Rosensweig, Manager APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup CUNT W. S FFLET Lie. N . 54380 07/ OB/ 2021 V� �s 'r; �0;1A1. F'C.s•• Z O fl- L) Ln w 0 Z O ut w DATE 07/08/21 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. N LU U Q J J w F__1 J / co 0.6 I � U7 LU W LL > LL LU 0 O Q a J m Z LLJ a LU L C }O LUZ a- C) =) 0 O J LLJ v LU clL LLJ 0 LL 0 0 o 0 0 2 D �0 V/ JOB NO. 47039 SHEET NO. C0.01 5 m L LEGEND GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). SEPTEMBER 3, 2020 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. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. CONTRACTOR. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION THE END OF THE DAY DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. 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 accurate] portray the as -built centerline and the position of the roadway 9 g YP Y P Y within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. Albemarle County Public Road Acceptance Procedure 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. Formal] this is sent direct) to the county on an AM-4.3 from VDOT when VDOT requests that the Board of Y� Y tY 9 Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stonnwater 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. P P g g C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding. including underdrains. 2. Video Pipe Inspection for anYpipes which are not accessible or viewable. P 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 P Y g YP 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 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes .T CLINT W. S FFLET Lie14S430 .807/ 08/ 2021 m E o o u N � N C > E w a E U. 0 3 DLL- w0 `mom W L Q J U 00 W J -N M l7 w o a z x u �� vLL 0 Q c U N = U > a v; C 01 y N v� as GO J �LU rSM I. 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 accurate] reflect the requirements of P ( ) Y Y q P tho permit. Where any discrepancies occur the requirements of the permit mt 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). APPROVED by the Albemarle County Community Development Department Date September 9, 2021 - File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan NedostupNeclostup AL Z O a tr U U) w 0 Z O w w Q 0 DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W (W V J J HI I W > J Cw L Q J L OQ W� Q JLLI w a 06 > O (n W W z O O Z W cl_ 0 O O 2 D ,O V ) JOB NO. 47039 SHEET NO. C1.00 L A A R1-1 SLOP 'Reduce sped11p 4D% A B C 0 E F 18 .375 6 B C 3 7.75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 125 35 .875 12 12 C 6 15 48 1.25 16 16 C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTNE) BACKGROUND - RED (RETRORERICTNE) 1-1 MUTCD STOP SIGN DETAIL No Scale ROAD CROSS SECTION HORIZON ROAD (25 MPH DESIGN SPEED) I CIL 61Rtl' � TV:iJF • WAS • E. A E 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. HORIZON ROAD CROSS SECTION No Scale ROAD CROSS SECTION ROAD A (25 MPH DESIGN SPEED) GL • 1 • 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. ROAD A CROSS SECTION No Scale CO -I MAX GUT rPAVEIENT sVEDASE F GRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT f PAVEMENT SAREICE a BASE EW-12 OF cur PAr LMrs FOR (TYPE) 3116" THK. STEEL BEGIN WITH 43• STEEL EDGING W/ 12" OUTLET PPE TO I LINE E1H� EDGING — STAKES @ 24" O/C OF PAVEMENT _/ - ...... I111T1 �IIJ llnul, �11 J IIII I.I. III. II It lit I I II TRAVEL LANES �'� -----�E .. A. / l ro o 0 0 SUBBASE SELECT MATERIAL TYPE I OR[ d-{ (TYPICAL) •' • • • 057 AGGREGATE, VS AGGREGATE OR CRUSHED O/3 I 11-^.I GLASS MEETING RB GRADATION REauetELEws. PLAT) VIEW ICI GETILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) ORR �— PAVEIEKT SURFACE IL BASE o f SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 0 0 0 o e c co?Goo rSELECT MATERIAL TYPE E OR SUBGRADE (CEMENT OR LIRE STABILIZED) (EOTEXRE e57 AGGREGATE. •e AGGREGATE OR CRUSHED F GLASS MEETING e8 GRADATION REQUIREMENTS. GENERAL NOTES I. UWLESS sPECFICMLr NXCATED COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WTFJI (OTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AID TMOUpILY HAD TAPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3' PoNEAo�TRAVEL �AT AND y�BprOA GRDE ARALLEL TTHEsHOULOM LOPE2 XMIN. IS x DESIRABLE) OR". GRIMING STRENGTH TYPE oP PIPE NW.T. 4- NOIL.DIAMETER NW.T. G- NON. DIAMETER SMOOTH WILL PVC ADS 0.163 SMOOTH WALL PE 70 M NNN ]0 PS NNN 4. O1 ORB AND CRITTER SECTIONS, MREIE IT IMPOSSIBLE TO OTHERWISE FRONDS BELTS OR MINIS'TREY ARE TO BE LOCATED SO AS TO ORAN INTO DROP INL5. ON SIAE ELEVATED SECTIONS. TRENCH B TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O' ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. N WALL THICKNESS (W - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PPE ARE TO BE THE SINE CMWW10 STRENGTH AS THE OUTLET PPE. NNN TESTED ACCORDING TO ASTM 0-2412 AT 5XOEFLECTI011. B. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. DCrrROAD � STANDARD COMBINATION UNDERDRAIN REGE " MOARDS SHEET I OF I REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGI IA DEPARTENT OF TRANSPORTATION 701 CD-2 -IS �LMTS OF PAY FOR COMBINATION UNDERDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 15EECT MATERIAL) TRENCH PLACEMENT "F SURFACE M BASE o SUBBASE � o � o � o � o � o 6-6 rSEIECT WTEPoIL TYPE I OR [ 1e57 AGGREGATE, e8 AGGREGATE OR CRUSHED GEOTEXTU 1,0� GLASS MEETING 98 GRADATION REOUIEI�/TS. FABRIC OR --PAVEMENT SURFACE a BAST 0 0 0 SUBBASE Oa CEMENT STAIM ZED SUBBASE TOP OF I " 1 EDGE OF PAVEMENT 1• eo' TRAVEL LINES 1 —f— y1- -------j — I-J EDGE OF P-IMMIT SMOULDER LINE AJH TOE OF FILL / WITS OF PAY FOR OUTLET PPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PPE CRUSTING STRENGTH N W.T. - NOL OMETER M INJ. 6" NON. DINETER SMOOTH WALL PVC .DS O.W SMOOTH WALL PE 70 PSI NNN 7O PSI NNN !GEO=TD�ft o . o . e . o . �— SELECT MATERIAL TYPESOR SL6GRADE N WML TIeOQEA HMO- NOES(CEMENT OR LIRE STABIIZED) NNN TESTED ACCORDING TO ASTM 0-2412 AT 5X DEFLECTION. e57 AGCIREGAT ILB AGGREGATE OR CRIBIED GLASS MEETING Re GRADATION RREOURREMOITS. DRAMA GE GENERAL NOTES L TRENCH SHALL BE FETED WITH AGGREGATE AND TIRO G LY HIRE TAPED TO INSURE COMPACTNESS. APPROACH SLAB -PAVEMENT 2. OUTLET PPE SHALL BECK THE THE EDGE OF E TRAVEL LANE PAVEMENT AM STALL BE PLACED ON A GRACE PARALLEL TO THE SHOULDER SLOPE 2 X ML(3X DESIRABLE) GRADE. BRIDGE CD 2 SUBBASE 3. ON CURB AD GUTTER SECTIONS, WHERE IT B IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR IADEAORN4. THEY ARE TO BE LOCATED 50 AS TO DRAM INTO DROP M-2 INLETS OR MANHOLES. 5.-0. 5� 2B (ASS' W. DEPTH) MATERIVPE I 4. ON SWEELEVATED SECTIONS, TRENCH B TO BE USER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MAIM OF T-0- ABOVE INVERT ELEVATION OF RECEVNG DRAINAGE OTOH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN UN ITS ITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS GE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE. 7. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION RSTANDARD COMBINATION UNDERDRAIN �� ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 501 REVISION GATE SLEET 1 OF I 7O VRGMA DEPARTMENT OF TRANSPORTATION 108.05 GU -a NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE 2. CONCRETE TO BE CLASS AS F CAST N PLACE. 4000 PS F PRECAST. 3. COMBINATION CUB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUB) SHALL BE PAD FOR AS RADIAL MIGRATION ORB 6 GUTTER. 4. FOR USE WITH STIMJZED OPEN -GRADED DRAINAGE LAYER. TIC BOTTOM OF THE CURB IL GUTTER SPILL E CONSTRUCTED PARALLEL TO THE SLOPE OF COURSES AD To T E DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-5 B BASED ON ROADWAY CLASSIFICATION AD DESIGN SPEED SHOWN IN THESC APPENDIX O ON GS URBAN STANDARDS. D . e • ra • D . G C A G • • • • A THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR E""NC` COMBINATION 6" CURB AND GUTTER ROAD ANDBRIDGE STANDARDS D5 REVISION DATE BEET 1 OF I 502 VIRGNA DEPARTMENT OF TRANSPORTATION 201.03 APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PATH SECTION No Scale NON -SLIP BROOM FINISH COMPACTED SUBGRADE L 2" COMPACTED STONE DUST PATH 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. VARIABLE WIDTH' MAX. CROSS SLOPE 2% . 4 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS _ a NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale [ • I COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING OR PROPOSED SDEWA.K OR SDEWAK SPACE S EXPANSION JONT—� ^E 0. y 'P UNPAVED SPAS 6" WIDTH OF GUTTER EXPANSI EDCE OF PAVEMENT WIDTH OF ENTRANCES EXPANSION JOINT F j Y a W u N CURB INCLUDEDIN ENTRANCE GUTTER CUT w �O ROW LINE i ENTRANCE WIDTH JOINT DESIRABLE MINIMUM W' ABSOLUTE MINIMUM 12' HALF PLAN CG-BB LIWTS OF LIMITS OF PEDESTRIAN PEDESTRIAN ACCESS WMTH OF ROUTE ■ L� ENTRANCE ACCESS ROUTE • 4'-0" MN. 1 4'-0" MN. 4'-0" MIN,# a 0" MIN. 2'R 2 R 4' 0" MN. NON -TRAVERSABLE 5 D UNPAVED SPACE SLOPE UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL IPEDESSTRIANN OF AC ES. ROUTES NIHN EXTENDHBEYOND EXISTING OR PROPOSED VOOi q T-OF WAY. �T-0..� e. A, PEDESTRIAN ® PEDESTRLW ACCESS ROUTES PROVIDE A CONTINUOUS ' UNOBSTRUCTED. STABLE. FIRM AND SLIP RESIST ua 6e4eT PATH CONNECTING kL ACCESSIBLE ElE4ENT5 OF A e4o FACILITY THAT CAN BE A•PROACHED.ENTERED AND USED BY PEDESTRIANS. SECTION F-F M W F PEDESTRIAN ACCESS ROUTES E BEINGPROVDED. A MNIMUM 4' TRAVERs6A E WIDTH IS REQUIRED WITH A MAX. 27. CROSS SLOPE. e. e, WHEN USED N CONJUNCTION WITH STANDARD p p, CG-3 OR CG-7. THE CURB FACE ON THIS° STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. ee 6Y ^RYc� u I� WDX TO Dx CHANGE �PARABOIC SECTION E-E FACE OF CURB �6 mkT '�"SDEWkK SPACE—+� \ CMA NORMk GUTTER 12% MAX. SLOPE ® } _ i 15-1 T•46 •..Tpe-4 CLASS A3 (H.E.S.) CONC. ^aT vagY:6 S6 e. .:e 6T A vu e9:Y-4a • : 6" ADM. BASE TYPE I 512E 218 'mil U. �—Fm POWT OF GRADE CHANGE '� e. e, eCURB AND GUTTER OILY W FOR SIDEWkK. CURB AND GUTTER eeo^•=•o•. BUILT CONCURRENTLY x x 12 X MAXIMUM INCREASE IN SLOPE AT MMMUM 10INTERVkS eB.Y by o x x I 3 X MAXIMUM DECREASE INSLOPE FOR FIRST 1WINTERVk AND SECTION D-D SECTION C-C 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10. INTERVk4 SK i(AXAERKON STANDARD ENTRANCE GUTTER ME 502 FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK VIRGMA DEPARTMENT OF TRANSPORTATION 2 03,02 .T CLINT W. S FFLET Lie. N . 54380 01/ O8/ 2021 m E CD rn o N 6 N C > E W ai E a w o 3 0 IS — w0 `mom W L a- UO0 W J —N I ME Z �x aa'C (Li LL Q . n i N N = U > M H a C (M YCM N D as ow O U 0 F 0 W LU x U a Z O O Z O a_ cc U W O z O W W Q 0 DATE 07108121 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W J I --I I W >LLI J LL J \r� O� Q 11' QLJ J JDI m LU a OZj O W co W z 0 W o z 0 O O 2 D 0 V C 5 m 2 L JOB NO. 47039 SHEET NO. C1.01 WP-2 �!.-ALTH ()F SIGN AND POST DETAIL No Scale VARIES 4" DIAMETER BRANCH AND VALVE - WATER APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJECT r TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE 0 II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z U Z N a M.J. GATE VALVE STD. U POST GALVANIZED -- '- WATER Ad N h I I d N h• LINE POST TO BE 2500 P.S.I. DRIVEN CONCRETE 8 • 2'x 2' BEARING AREA. THRUST BLOCK 4 B NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") J. Pt UG Y^^"' THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK x tO METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS VARIES VARIES 2" BRASS PIPE • WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 A NTS FIG. W-5 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 2' TO 10' it - 7 CU. FT. #6B STONE- 6" GATE ' 42"MIN ,F' VALVE •' ' • 8" X 6" "' . TEE 2500 P.S.I. CONCRETE BASE AND THRUST •,.;y� i(�y��•" BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN 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. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SAES OF PIPES AM ENCOUNTERED. SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS \\ SHAPING OF INVERTS IN ACCORDANCE WITH MANHOLE AM ESE \� THIS DRANNOTOAPPLYTO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAIN PLANS OR WHEREINVERT OF PIPE ISABOVE INVERT OF TT OF SON TRUCTURE. �j POPE �ENV IN OR DROP INLET TO BE FORTED AID CONSTRUCTED t ACCO WOE APPLICABLE STANDARD OR DRAWING. N ACNVERT SE SDETAIIN TO CCLASf A THE MVO" SMIRK AS DETAILED CONSIST �/ B CONFORMING 3 TO CLASS BE OR PUNLND CEMENT CONCRETE MN COARSE AGGREGATE O. EXCEPT THAT OF COHSE SE UP TO ." N R TETOR AD EN CON E STONE BROKEN BRICK EN IF TO O TONE BROKEN BROKEN CONCRETE OR BROKEN CONCRETE 0. THE SUFACE TROWELLING. SHALL SE LEFT SMOOTH MEANS TROWELLING. NOW TE OF THE COARSE AGGREGATE SNAIL gEY/N E%POSED. O E • . DETAALS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXIMRE • PURPOSES ONLY. EACH MANHOLE OR DROP NFT S TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTIGAM INLET AND OUTLET CONFIGURATION AD ROW LINES. SECTION B B PLAN METHOD OF TREATMENT IN MANHOLES �� xv AM =r ,,,, STANDARD METHOD OF SHAPING SPECIFICATION SHEET , DF 1 REVISION o.-F MANHOLE & INLET INVERTS 302 %)S.OB VR(iEA DEPARTMENT OF TRMLAPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS .: SET DOGHOUSE BASE• EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL '•• ' '•�� ,' "•. �';. •"- MIN. 12" CLEARANCE BE PREFORMED BY •.' •• + • BETWEEN EXISTING PIPE MANUFACTURER OR a'r'•••''• • AND STONE BEDDING SAW CUT TO FIT PIPE •* • .. OUTSIDE DIAMATER ' •" • ..�. PLUS 6". 12" THICK VDOT No. 68 STONE BEDDING EINB%16" AND 4"x8"x18" SOLID CONCRETE BLOCKS CENTER w/msER DOGHOUSE MANHOLE BASE WALL (4 EACH) i„111111111111111111111111111 P11111111,I I I,I„IP,,,I III„I I I„nnlnll,,, uI1JI I I,II I I I1I I II111111,1111„1111111 MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN / WITHCONCRETE ON FIGURE S-1-A N-S OR NON-SHRINNKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL OF STRUCTURE BEYOND BASE BEFORE FILLING THE OPENING OSNEOPRENE SECURED BY 2 NOW ., .• CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE �� 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW I„ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,IIII......i 11 NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE, 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al COVER LIFT NOTCH 12 3/8" , WATER CAST IRON LID J 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 2016 ROAD 8 BRIDGE STANDARDS FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA-4' ADJACENT TRAVEL LANE ASPHALT PAVEIEM WIDENING 1 • EDGE OF EXISNG PAVEMENT (AS DETERMINED N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT rE�TW��LTYERS PROPOSED ASPHALT LAYERS UBBASE________ PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBA3 ND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM tI/A INCH TNCK ASPHALT SURFACE COURSE (SEE NOTE 5) • IRMIRAI tt NCIES, OR GREATER AS IECESSNTY TO IBIIT THE FULL THCOESS OF E%STNC ASPHALT LAYERS AS OETaRMWED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIOENNG SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF TIE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN. 3. A MINIMUM OF TWEE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO UETERLNE THE TYPE AID TEIOESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET WART. !. THE MJACENT TRAVEL LANE HULL BE MUD A MNMM DEPTH OF 1'/. INCHES AND RERACED WITH AN ASPHALT SUIRFACE COURSE TO WTCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE AOJUSTED TO ALTEVE AN ACCEPTABLE PAVEIETR CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE- 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHILL BE RESTORED SIB.[CT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TE-N SHALL COFOII TO THE REGIFEXENTS OF SECTION 315.05(0 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A D FOOT STRAGHTEDGE N ACCORDANCE WITH THE REOUREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ROAD �B ;AIDARDS ASPHALT PAVEMENT WIDENING SPECIFICATION� 9EET 1,70F I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 VRGNA DEPARTMQR OF TRANSPORTATION STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED 3'-0" MIN STEPS CAST IN P PRECAST REINFOR CONCRETE SECTIO12" MIN "0" RING SEALS• 16" MAX MINIMUM ELEVATI DIFFERENCE ACRO. 5" 4'-0" FROM INLET TO O SHALL BE 0.20 F IBE CTE } VARIES DEPTH OF FLOW F CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING-- s- WER • •'• AJ AEFILLETED INVERT OR0 •' '12" TRANSITION OF FLOW BINLET & OUTLET PIPE SEPROVIDED.MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A AIR RELEASE VALVE BRASS OR BRONZE PIPE - SUPPORTS OR CEMENT BLOCKS TD-25 CO SOFT TION STOP GRADE FRAME & COVER SEE FIG. S-1-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA k. 2'_0• RUBBER COATED STEEL STEPS 1'-0" MAX CAST IN PLACE PRECAST REINFORCED CONCRETE •. SECTIONS WITH "0" RING SEALS _ OR APPROVED EQUAL 3'-0" MIN Q THE DROP CONNECTION SHALL BE e DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12 MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5. � 12"MIN 12"MIN MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARI OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH N " TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE •• A ; . ? G PROVIDED. 12 p: ►'..� .... v 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS MG. S-1-C TD-28 GATE 24' 8"MIN EMBEDMENT SPRING LINE O L� OF PIPE r� NO. 68 STONE - - STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,4ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 CLINT W. S FFLET Lie. N . 54380 07/ 0512021 T^ E CD m O N � N C Q O > E a E w 0 LL O W O 0 ¢� UOOD z W p - n O Cf N d 1a.7 W Z .. X U CC (L LL W (n = N z =v >M O ~ c . M y N > v� LU as � I- UI O 0 0 0 w> LL' UQ a z 0 n DATE 0 07108121 r DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLETT SCALE N.A. � N am((D V Q J F\-I 0 I LU W > J LU < J •I- 0 Q LI 2:LQ Jw m W a 06 LU �O W LU z F'- o Z Uj I..L 0 0 0 0 2 �0 V/ JOB NO. 47039 SHEET NO. C1.02 0 c 5 a d c 0 3 c a 90 eo "z 20 1� C F T Ch N o. o= �D � 3 Z In 2 2v - o.2 .. oN E' Z Y N y X C Do D 52 `) N ,a = 8 8M o a = �-a m� p2 C p W a ao N N D E L APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup 1.7 n C. SS n - G an \E m g R a g y� V E L � E �w m E S s 27 o �a 0 N A 6 cl) 'a L_z! o � Ems. �E n3 nE O FT �jIII ry '4 E SO E u ,,L�� Ejj� E w ^& w t 'j TYPICAL MANHOLE FRAME & COVER N.T.S FIG S+D TD-31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARL07TES- VILLE THREADS WHICH IS QTHE LOCH. STANDARD. 1 LENGTH OF BRANCH VARIES e' MINjyj 2' TO 10, (2701 18'-22" ALVE BOX 7 CU. FT. #6B STONE 6" GATE 42"MIN VALVE ••1 e" X 6" •. �� •. TEE 25M P.S.I. CONCRETE ' r BASE AND THRUST ,r1 J •.'L ' / • I BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED DR WHEN 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 SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-B F 2 k3OPSI CONC. BASE NCH SLOPED TO FLOW ANNEL 1/4" : 1' MIN BRANCH 12" T 1All q l 2„ 77 FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " 07 INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 X 4 MARKER PLUG END OF MAIN UNE� I SECTION SERVICE LATERAL IN TINE WYE-TEE PLAN VARIES Q SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 - rLRA OLINU� O aE �MALLLH USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. J- ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND 92E#3-�j C D E F 4' - e -0 P- Y 1 Ile 111/4' l0' r- 3'- 2' 1r 0 r-5• r-e' r +s. 3 r-0' •_ • 2 IVY a• - 65• e Y- 3'-3' 2' 22 1/2' 10' 0 2'- S-• 2' Is" 5'- r 7- 4'-0 5'- 2 7 0, r- V r-0. 5'-5 3'- 2+ 4 Y r-e W- r 5•-e N-6' 2/ a 45' 10• 4'- r X-wr 4'- r- 21 12' 5'-3 W- r-5 5'-0 5'-9 2 1/2' 1e• 6'-6 11'- r-•• 5•-0 r-5' 2 1 CHART FOR UPPER VERTICAL BLOCKING B 3" THREAD, 1 NOMINAL INSIDE 3 4`"" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE BB DN CENTER F 12' BENDS dE �12" CONCRETE CUSS "B" LARGER C SECTION N91E. STANDARDANCHOR BOLTS TO FACECENTEROF BLOC CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 Top View a' 4 6" MINIMUM - 4' MINIMUM m d a. n 4" MINIMUM a 4.0 4 :d a . NOTE: RESTRAINED JOINT FITTINGS 42" Minimum rVMV12 5% red d Steel Beam, (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. 1/9 BEND TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B V W EWON a S/C MALE PIPE COUPLING OR APPROVED EQUAL TYPE 'K SOFT WPPFR NOTE NO SWEAIFD aTIN1Gi DUAL SERVICE S SOFT CAPPER SINGLE SERVICE NO E: I) SADDLES SHALL BE USED ON PVC PIPE. TDTD=5 TEE O O FOR USE ON ATTACHED 9NGLE FAMILY RESIDENTIAL SERVICES OR DUAL BESIDE"& AND IRPoWTTON SERVICES. / 2 2 1• COMPRESSION . 3/V MALE PIPE COUPLING OR APPROWD EQUAL FOR USE ON DETACHED 9NGE FAMLY RESDENTA1 SERVICE WHERE AN IRRIGATION METER IS NOT PRONGED. 1 MY IM 0 � I,`Myf-.'..tawA�=''L'+•�DUST U14013t '_ 12* � MPo�gWfETveOT A BATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 111 METERS) NTS FIG. "A W-10 JUNCTION BOXES. TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAV. VARIES -10't�l I 10'j 5' 111 1 1 1 5' 1 1 F WATER SEWER A G LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM ■ SEE PART 3, PARAGRAPH DI SEPARATION OF WATER 4 SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL e�4 6 INITIAL BACKFlLL 624 I s" MA! MI MIN. MIN. _ 6" BEDDING .)L. fJ61 STONE STABLE SOIL ROCK ;TONES 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 a I INITIAL BACKFlLL 4 I UNSTABLE 6" 6" g• e- SOIL\ IN. MIN. MIN MIN #68 STONE "A'<. GRANULAR FILL AS APPROVED BY ACSA <'.{_ •. \ T CK' STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL 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 TUTS FIG. W-2 NugannEng 1 4 •e. 4 ./�j/�Y\�/ it I SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF CU.YD. CU.YD. BEND L H T L I N I T 90 2.50 2.50 3.01 0.24 4" k 6" 45 200 2.25 2.60 0.15 200 225 250 0.15 221/2 1.50 200 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 45 2.66 266 2-77 0.28 8. 221/2 1.66 2.16 2.69 0.13 3.16 291 266 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 70" k 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE_ DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 464.44440000 �,Lp�LI H (1�Cis CLIIVT W. �Z0 S FFLET s� F Lie. N $ �Ss�- 07/ OBI 2021 ! os N 'A +A+ N > E ti E w � r. Q LL 0 U. O w0 `m^ aMj L) on Z w Fr -ri O an a (Ary � 1MW Incc OL w rvt Z ~ 3 0 tD U U) w Or. cc Qa w O V = C N U Z O_ =u<Url c Ln UI N n OJ M n. AT OJ J uo I- Ui 0 O _ (D 0 O H 0 w > w w � = a U a z 0 n DATE > 07108121 O r DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE • N.A. � N Uj j J I_q `I LU I > U) a _j J L 0 � a j GW O w a 06 LL O W W � � 0 LU I� 0 0 2 D 0 V / JOB N0. 47039 SHEET NO. 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LIMITS OF CLEARING AND GRADING ARE 4.88 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY A RESIDENTIAL COMMUNITY ON THE NORTH, ROUTE 631 ON THE WEST, AND WOODS ON THE EAST AND SOUTH. 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 A WET POND LOCATED ADJACENT TO THE STREAM, WHICH IS A TRIBUTARY OF BISCUIT RUN. 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 SHEET C3.03) 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 TRAP, BASIN AND ASSOCIATED STORMWATER PIPE. REFER TO GRADING AND DRAINAGE PLAN ALONG WITH PIPE PROFILES FOR ADDITIONAL INFORMATION. 4. INSTALL DIVERSION DIKES, CLEAN WATER DIVERSIONS & INLET PROTECTION. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE IIA (SEE SHEET C3.04) 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. 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. 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. CUNT W. S FFLET Lie. N . SI31! 07/ 08/ 2021 ES-3: PLACE ALLNG, EROSION OR LAND DISTURBANCE. NDSEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, I ve -a/0 AL 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: 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 APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan NeaostUp vi 0 x c� 0 0 0 w w_ U u Q z 0 Ln 0 0 Z O f z O a U U LU w 0 z O U) w w Q DATE 07108121 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE77- SCALE N.A. W 0 J W LU W U LL 0 0 0 2 D 0 V / a > w m J a IL O } Z O U JOB NO. Q w ►s-1 U) 0 "J 0 Of Z 0 U O_ U) w L 47039 SHEET NO. C3.00 TEMPORARY RIGHT-OF-WAY DIVERSIONS PIPE OUTLET CONDITIONS .T VI TYPICAL GRAVEL STRUCTURE RWD TEMPORARY RIGHT-OF-WAY DIVERSION No Scale 1. SET POSTS AND EXCAVATE A 4"X4' TRENCH UPSLOPE ALONG THE LINE OF POSTS. Lr� c� 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 L� —� WIRE— illl�lll�ll 11=lIII=11111 "11 1� SF SILT FENCE (WITH WIRE SUPPORT) No Scale El El El El El 1 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TP NO SCALE REE PROTECTION Scale APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan NedoStup 31 do A A SECTION A -A FILTER CLOTH SECTION A -A FILTER CLOTH IPE OUTLET TO FLAT ,REA WITH NO EFINED CHANNEL KEY IN 6"-9 RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN.) IPE OUTLET TO VELL DEFINED :HANNEL Id 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 6' 19, 13' CLASS I OP2 200 3' 9' 9' TYPE I OP3 300 4.5' 24.5' 20' CLASS II 3.38 1 zIP OUTLET PROTECTION No Scale COMPACTED Ir MIN. Ililllilll 4.6 MIN. DD CWD TEMPORARY DIVERSION DIKE No Scale CWD TO HAVE VDOT STANDARD EC-2 MATTING ON UPHILL SIDE FLOW 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. _r�w SLOPE ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE 4 TERMINATING THE INSTALLATION. TURN THE 12" DITCH FLOW END UNDER 4" AND STAPLE AT 12" INTERVALS. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. BM SOIL STABILIZATION BLANKET (TREATMENT-1 No Scale 2" TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA EXISTING GROUND rem.......ttn�a'r'*Fn«:�+r'rFx:«Fsie • • • • •r•rt �i•nr•i� ,.r! .r.i. III I o.r.r.r• , .ry •nt.rK .� .r.. 5:1 EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) 10' MIN. 10' MIN. • ...• ..• ... • ...mum .•.•.• • �� Wit, �� ;iii'';.7a .......................... • 3.36-1 CE STONE CONSTRUCTION ENTRANCE No Scale ANCHOR NOTES toSLOT APPROXIMATELY 200 STAPLES REQUIRED J PER 100 SO. 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_ 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 I I — LAP JOINT 2" MIN. (JUTE STAPLED LAP JOINT INLIEU OF EDGE JOINT) I I I I I MESH ONLY) -TAMP FIRMLY I I ANCHOR SLOT F MAX. 4:1 OR FLATTER 3' T I MAX. STEEPER THAN 4:1 11 I I I 0 I I I I I I I CHECK SLOT I I I I TAMP FIRMLY CHECK SLOT N 111 IZ:j O 1" TO 2" I I I I I Z I 1 I I I I I a0 r—VAR.--rF VAR.-1 0 i� L7 STAPLE FORMED FROM NO.11 STEEL WIRE CHECK SLOTS AT MIN 50' CC a• sTAPI c MIN 19w .m ctn sawn stuff INTERVALS. NOT REO'D WITH JUNCTION SLOT TAMP FIRMLY �O TERMINAL FOLD ILY �i� 1CC1Ci•C1CC 3.18-1 BM I I SOIL STABILIZATION BLANKET TREATMENT-1 No Scale TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTING INSTALLATION SOIL STABILIZATION MATTING SHALL BE USED IN CONJUNCTION WITH RIPRAP AT OUTLET END OF PIPE � � �6 0 � �l YrI�Wl1 3.09-1 CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. OPEN CHECK SLOT EXISTING PAVEMENT GRAVEL FILTER 12 RUNOFF WATER WIRE MESH FILTERED WATER o.. D. rr SEDIMENT CONCRETE .— GUTTER CURB INLET 12" GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 3.36-2 IP STORMWATER INLET PROTECTION No Scale - / ENTRENCH U• EDGESOF MATERIAL 6" SILT FENCE DROP INLET PROTECTION DROP INLET WITH GRATE FRAME 3' MIN. GATHER EXCESS '1r AT CORNERS PERSPECTIVE VIEWS - I \STAKE j\. FABRIC MIN. TRANSVERSE CLOSED P ,,n ij CHECK SLOT UPSTREAM AND -' DOWNSTREAM DETAIL A T TERMINAL ELEVATION OF STAKE AND FABRIC ORIENTATION BM SOIL STABILIZATION BLANKET No Scale L SPECIFIC APPLICATION � THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET P. DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 57) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE 7 TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. 3.36-4 IP :ATMENT 2 STORM DRAIN INLET PROTECTION No Scale CUNT W. S FFLET Lie. N . S4384 O'I/ OB/ 2021 �s e r; -O AL F''kwo% ^� E 0 0 N 6 N C > E w v E U. 0 3 oLL— w0 `rum QQ�U00 z w w — vi O ON a oN a a Z U �x 3 0 LO w 0 U Q U c c N N = MkC, O_ ~ C N U) -0 N i vLU as 0LU LIi 3.02 0 0 0 2 w w w H U a � a z O 111 DATE > 0 07108121 r DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N.A. � N CMLU V J J Q F—I w Q 3.07- 6 1 06 W 0 li 0 w a z � J ^ w 0 1 L J (3 a 0 J co z W a 00 O Z O w W 0. UJ 0 z 0 O = W /0 V / JOB NO. 3.07-1 47039 SHEET NO. C3.01 0 C s a d 2 0 m 0 L 3 c a 0 90 20 2z 20 1� F T o N •n a. O 3 Z 0 w � y �0 2§ a d Z Y N y EP 7 y X CO d 5 2 d N W C C6 0 zg o a � 8a t0 n 0 •� O b t5 12= O C O A N F E L va z? CUNT W. gu/7S FFLET >0 Lie. N SISSII ERNST CONSERVATION SEEDS RNON-NATIVE WOODS MIX - ERNMX-132 co, 0 / 08/ 2021 . `�<vIGHT-OF-WAY S, BOTANICAL NAME COMMON NAME PRICE/LB 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 T^ E rn ° N � N C 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 > E 'FASTBALL RGL' 'FASTBALL RGL' w v E (TURF TYPE) I.- W > ; 20.00% PHLEUMPRATENSE, TIMOTHY,'CLIMAX' 1.20 MIA. 'CLIMAX' w O m ¢Uji U'Mo Z 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 a j o N 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 Z .v M U ALBANY PINE BUSH - ALBANY PINE BUSH - 3 0 ¢ � U, x ¢ to w NY ECOTYPE NY ECOTYPE o¢ �� o 8.00% AGROSTIS ALBA REDTOP 8.00 c u ¢ M O IZ rn 100% MIX PRICE/LB BULK: $3.61 v 4 Lu as SEEDING RATE: 40-60 LB PER ACRE 0 LU WOODLAND OPENINGS THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR Ln WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING 0 ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE MIX WILL NOT. F 0 w w w U Q SLOPE STABILIZATION SEED MIX Z 0 No Scale DATE 111 o 07108121 Sediment Trap Design Drainage Area (acres, < 3) 0.72 1 vt -"FT_� r DRAWN BY TABLE3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Trap Volumes: CREST OF STONE WEIR Elevation (ft) Area (sf) Volume (cy) J. FOX DESIGNED BY "QUICK REFERENCE FOR ALL REGIONS" Ems' y I.v 411 660 • PLANTING DATES SPECIES RATE (LBS./ACRE) 413 1110 65.6 Do STORAGE - N Yam' 416 1980 171.7 • C. SHIFFLETT CHECKED BY • SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS wrrSTORAGE MM� • C. SHIFFLETT rOUN"E0� (LOLIUM MULTI-FLORUM) nrER aorN a MO SCALE 8 50-100 ELIN CEREAL (WINTER) RYE Wet Storage: -!PEE P n 313-1 COARSE ,a Tw,T- ERA: E RPWAP Wet Storage Required (cy) (67'DA) 48.3 N.A. (SECALE CEREALE) Bottom of Stone Weir (ft) 413.0 • FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 Wet Storage Provided at this Elevation (c, 65.6 "Coarse Aggregate Shall be VDOT #3, #357 or #5 (LOLIUM MULTI-FLORUM) Elope of Wet Storage Sides 2:1 Weir Length (ft) (6xDA) 4.3 � ^' MAY 1 -AUG. 31 GERMAN MILLET 50 Dry Storage: Bottom of Trap Elevation (ft) 411 , V (SETARIA ITALICA) Dry Storage Required (cy) (67`13A) 48.3 Bottom Trap Dimensions: 19' x 36' Crest of Stone Weir 417.0 Top of Dam Elevation (ft) 416 Uj Dry Storage Provided at this Elevation (cy 171.7 Top Width of Dam (ft) 3 Slope of Dry Storage Sides 21 Top Trap Dimensions 39' x 56' V TS 3.31 ST 3.13 �j J J Q TEMPORARY SEEDING PLANT MATERIALS SEDIMENT TRAP 1 E--i W > Q No Scale No Scale 0 Sediment Basin Design TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA MIN. 1'WI SPLLWAY CREST OF EMERGENCY E'V°iM°GT SPILLWAY Drainage Area 3.73 //� 1U) (acres) DESIGN NIGH WATER W Basin Volumes: 25- R. STORM E E a Z TOTAL LBS. PER ACRE Elevation (ft) ContourArea (sf) Volume (cy) °.,• 400 1900 `aN 1.0 W 0 O MINIMUM CARE LAWN `r Z COMMERCIAL OR RESIDENTIAL 200-250 LBS. RISER CREST 404 3710 415.6 DAY � SrORM:E T DEWATERING Q KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% 406.8 5670 486.4 � _j O IMPROVED PERENNIAL RYEGRASS' 0-10% 409 7030 517.4 wET sORACE a J KENTUCKY BLUEGRASS 0-10% Q HIGH -MAINTENANCE LAWN c$EpWET STORAGEIMENT REWCED M � C.Y./ ACRE) J m Z MINIMUM OF THREE (3) UP TO FIVE (5) Q O VARIETIES OF BLUEGRASS FROM Wet Storage: LU APPROVED LIST FOR USE IN VIRGINIA. 125 LBS. Wet Storage Required (cy) (67'13A) 249.8 Design High Water 408.0 L > U Dewatering Orifice Elevation (ft) 404.0 Top of Dam (ft) 409.0 0 } �- GENERAL SLOPE (3:1 OR LESS) Wet Storage Provided at this Elevation (cy) 415.6 Top Width of Dam (ft) 6.0 L I Z Z KENTUCKY 31 FESCUE 128 LBS. Available Volume Before Cleanout (cy) (34'DP 126.8 Bottom of Basin (ft) 400.0 E) w RED TOP GRASS 2 LBS. SEASONAL NURSE CROP " 20 LBS. Cleanout Elevation (ft) 403.00 Approx. Bottom Dimensions: 80' x 32' O U Distance from Cleanout to Orifice (ft) (> 1') 1.0 Upstream Face Slope: 2:1 w 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) Downstream Face Slope: 2:1 Dry Storage: � APPROVED KENTUCKY 31 FESCUE 108 LBS. L J RED TOP GRASS 2 LBS. Dry Storage Required (cy) (67'DA) 249.8 earttes: Yes W by the Albemarle County SEASONAL NURSE CROP" 20 LBS. Riser Crest Elevation (ft) 406.8 Length of Flow, L (ft) 63 Q 06 CROWNVETCH "` 20 LBS. Dry Storage Provided at this Elevation (cy) 486.4 Effective Width, We (ft) 46 Community Development Department 150 LBS. Diameter of Dewatering Orifice (in) 5.0 L / We (Baffles required if < 2) 1A O Z Date September 9, 2021 Diameter of Flexible Tubing (in) (Orifice+2") 7.0 Collars: No O O File # SDP2021-062 ' PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND 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 O Application Type Initial Site Plan pp Yp EROSION RESISTANCE FOR SEEDBED. Tc (min) 5 Slope of Barrel (Sb) 0 12yr 3.69 Qp 2yr 6.2 Length of Barrel in Saturated Zone (Ls) 0 W Lead Reviewer: Megan NedQStup " USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES 125yr 6.85 Q 25yr 11.5 Number Collars Required 0 AS STATED BELOW: Dimension of Collars N/A MARCH, APRIL THROUGH MAY 15TH .............................. ANNUAL RYE Principle Spillway: D MAY 16TH THROUGH AUGUST 15TH......................... FOXTAIL MILLET AUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYE Available Head (ft) 3.1 Emergency Spillway: No Diameter Riser (in) 36 Bottom Width (ft) 0 O NOVEMBER THROUGH FEBRUARY................................. WINTER RYE Diameter Trash Rack (in) 48 Slope of Exit Channel (ft/100ft) 0 Barrel Length (ft) 86.78 Length of Exit Channel (ft) 0 ,^ V / IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED Diameter of Barrel (in) 18 Crest of Spillway (ft) 0 MUST BE PROPERLY INOCULATED. WEEPING LLVEGRASS MAY ALSO BE Barrel Inv. In Elevation (ft) 400.94 - INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING Barrel Inv. Out Elevation (ft) 399.20 WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. JOB NO. PS 3.32 ST 3.14 47039 PERMANENT SEEDING MIX FOR PIEDMONT AREA SEDIMENT BASIN 1 SHEET NO. C3.02 No Scale No Scale L / -oo- / --`-- / °oo� — [-- — lop /`/o\ 1\O / \`TPMCSSOB�SS,FBEUPM \`\' \ 11/ 'iII / \ rJ /= ,'/�I®/® ,//l`1/i / I I r%I _I /I' 'I1l I/� `, .. 1/_/ \.I �II /II\ / //I_ ,'/ %I, ,\//// /_/- / /// / /\,'/1/ I, ,/ '/11�/II1///,/\/1' \\/ 1. 1/' 1�,1 o// ' \//✓/'\\� �''/—/// 1\ \ // /�II/ I1 //' - -�N `-/ \a`-Q\ Fo \ \ \ - \-I -I \- \ -/'� I / � /I , I, 1° ' `I\, ♦\ / �r♦// \ '�' \I/I\ //,\/ �\ /� \/ \//- T'/ -- I/ IS/ / _/\ /\ ,/ _ _ r\- _/ / // _ � ' �/oI/ /1 ' — t -i / / /A , /,/ /I/ '—/ �\ I 1/� ,/- \�/ '// /— / /\,/' � '/ -` ///— - '/ _ ,/I' /' _/ // / /` /,`— / /\ A I/ �- �/ —\ \ -�_ \ /'/_/_ / ' '__ /_/ — / -/°-'/o' —./,0i _ /' 0 — /S, / _/,,// ,'/—\/' , %`, �.,♦ /,/ - _/,'/ / , /D' / C�' '/ /—/-/�o'/ '//" 'I/ \//'-/ -/ ,-/ /�- /oo a i-,/''-- _ S// '' -T//- / / '. '` ,� - /'•. 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SHIFFLETT AN SA �L SCALE v\ o — — — — — — — — — — — — o ----------------- IL rn SF o TP ,- TZ O 1 45' / > SB I BAFFLES °o O LU EROSION CONTROL LEGEND LL DCoLIMITS OF CLEARING AND GRADING / SOIL TYPE BOUNDARY WLu CONSTRUCTION ENTRANCE 3.02�40 ' O X X SILT FENCE 3.05 ° ° o o V/ O� 66 INLET PROTECTION 3.07 °P DID SEDIMENT TRAP 3.13 o o \T / SEDIMENT BASIN 3.14 °o .88OP3 \ DD OUTLET PROTECTION 3.18 \ / -LU TEMPORARY SEEDING 3.31 SF °PERMANENT SEEDING 3.32 ° by the Albemarle C my MULCHING 3.35 ° ,tment Community Development be \ ' *40 BLANKET MATTING 3.36 Date September 9 2021 SF/i // / °� 1 _ TP File# SDP2021-062 \ — \ \ \ �. - °o. __- \: `. — ��' /'/ / \ \ 1 ' / ,,� ra TREE PROTECTION 3.38 \ � /JOB NO. Application Type Initial Site Plan 1 _ �� _ 1 \ \ \ \\ \ \ \ ° ° o 0 0 = - - -_ _ �" N'\ DC DUST CONTROL 3.39 _ J 47039 Lead Reviewer: Megan Nedostup �;,\ \ \ \ \ _ _ _ \ - - \ \ , / /' / ' ,' I SHEET NO. * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER \ \\ \ o ` - - - - - - ` \ �' I ' ' I \ C3.03 s c a ai c O m 0 L 3 a z0 90 20 "z 20 a� c F T c N y a. rr m � 3 Z 0 w � y ,62 o 2 N a d iP Z Y N y 7 y X O v d N E5g 06 a c �a �a 0n o 2 W. t5 F2 O C O A m N _ m E L p O ° O `- \�\o \` ° ADJr�!FALTH•OrF rrr�r ` ° °o_°o o4 \° O �g3 oo ° °CLINT. ' Zi�oo / /p 9— ° o -- °°°oo°° � � - - --- B\ SCALE 1"=30' ° p p OO O O(r e. NQ 0 0 0 0 Ar • (� pq\\ � — _ - ` - _- \ X Stq TFRe 0 30' 60' O//OB/2021 w I / / X -- o�i0--f\ /-f-4-414 �c� - -— -- -_ _�-'_O� - - - y ' / /y/' 'b• F°F'pAN / Fer�s/ O ° XI _ 0� ------ - i----1// - ---------- i 14 pp _ - _EqO9E_ - - - - - - - oo oE °o,° � EFFECTIVE _ °FLOODWAV EfECNg Dl'Y7=l= -7 - -- Hu+ im3 o ~ 00 PERLOMA FLOiDPly9N PER - -- - - -- F3 CASE NO.U. OMA CASENO. O 21-03-0029P 2-0029P )a U 0 z o °0000 000 o o 00000000000 -°-j o 06 ----- ---- O O °---- --- / O oOQo/ 'r -O0000a 00 U a° w5PRAT-D 0p00 0 0 ° ° ° o EASEM 0 - - - - ----° oQ 0 0 a°�o oC- _ yU C °' / OLA°-- - -- -- p° LU EFFECTIVE a - a IALOOD~az m Tp15 PER ItOMA / o / P A.. / p1A gift CASE NO. ° ° 21-03-00299' / MU IP - SF - s �''\ ]� --- / / , / / vi � IP / IP ��* , / , / 3g � O= 0 IP / PS w 0 / H / /0 y U o o PS / / / a 0 / IP �v / /' ' ' o ■ ��' 9 / ' Vl DATE 07108121 DRAWN BY _ I \ 1. FOX 12" NYLOPLAST / / BASIN & 12" PVC / , / / IP IP PIPE. TYP. IP CE , / ` \ DESIGNED BY `\ \ f % /' / a. f f - \ \ \ \\ \ \ •• C. SHIFFLETT �'/i' / I P v�> 'T c p`'� p`'.� w ` '0 "'� ' IP rn w , — \ \ \\ \ \ bC� \ \ \ \\\ \ CHECKED BY v \ / // / r � / I - - � \ Y \ � � • C. SHIFFLETT �\ / / ' , /' // / / p IP SA AN IP AN s 3 I y \ \ \ \ \ • SCALE o MU 1P 431.9-43. g \ o PS v 10' PU LIC 432p3 0 , DRAIN AGE j ^' ° va EASE ENT 5' PRI ATE v ♦ PS v 10' PUBLIC EENT DASE RAIIR� � - J I \ IJJ DRAINAGE qp3? \ \ \ d EASEMENT I IP MU IP Q \\ \ ✓ IP BM - 11 = 1--I — 1 \ SF IP o.R2A ° 43 / W - ' 5' PRIVATE\ ° ' ' Q DRAINAGE EASEMENT \ ° \ BM / 9 a21 MU VARIABLE WIDTH SWM FACILITY \ o\\ OPZ 5 / I III III MAINTENANCE EASEMENT \ 0 \ r/ a v co 38 / I I fill � � \ \ o � �ww �'o , �i o � � I P a. � � � / I / `'I" I J 0 0 1 ( I - I I rs a 0 > O 0 0 \,,� \ o \ S SAN S \ ` \ , d' .q ° \ \ 0 \ \ O Z EROSION CONTROL LEGEND o ! \\ \a , ` f \ \ \ \ ' J m 0 LIMITS OF CLEARING AND GRADING \\ 0 \ \ v IP w rn w w \ \ \ I �� C) a \\ O � r>_ SOIL TYPE BOUNDARY \ \\\ o I \\\\\ �\\I , � OP1 BM � , 1 PS IP \I I I � I / / � W W �, CE CONSTRUCTION ENTRANCE 3.02 �\ \\\ oo , , 10 1 `\ TP SF .. / q /, / / / 0 O 1 4 \ Uj L � V / L O p A V A / / , / / , / / i SF LU X X SILT FENCE 3.05 ° o o ° ° 0 0' PU C + I 4 / / , e IP @ I INLET PROTECTION 3.07 , - o \ \ \ EAS N \ \ O z [ ST SEDIMENT TRAP 3.13 \\ , ° o0. Li n SB SEDIMENT BASIN 3.14 , _ .lsi \ \ - - _ _ _ _ = `\ \\LO l a / / / Nc�/ ' / .45 OUTLET PROTECTION 3.18 \� �i� \\ _�� _ - -,� , ' / ,/ / ' / , /' /LU / Tj ci Ps It j TS TEMPORARY SEEDING 3.31 APPROVED-=_ �..\ _ ♦ / PERMANENT SEEDING 3.32 - 0.9 B \ - / / / /001, by the Albemarle Canty s MU MULCHING 3.35 Community Development Dep_,n, Date September 9, 2021 ` - _ _ �� sy \\\ i \ \ _ `, a1�' SF BM BLANKET MATTING 3.36 �� \ \ \ . \ \' \� - — — 46 /. File# SDP2021-062 ® \ \\\\\\ \ TP TP TREE PROTECTION 3.38 - — tJOn Type Initial Site Plan Io6 No. �a v DC DUST CONTROL 3.39 \ \ \ ` \ oho- _ _ _ _ \ - / / , / , I 47039 Lead Reviewer: Megan Neaostup _ - 2 /� SHEET NO. "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER ti --- C3.04 '6 c s a ai c L 0 00^ ° // / // ' �� ACTH ••�•� NOTE: BLOCK AREAS SHOWN PER CODE OF /Q / oF�� DEVELOPMENT SOUTHWOOD PHASE I - A / ° I f \ \ \ / // I �� CUNT W. \ NEIGHBORHOOD MODEL DISTRICT CODE OF / j o \ \ l \ \ \ ` , / I I u° � S FFLET \ DEVELOPMENT. �• Nl1l�� , J� \ p / / o Lie. N . 54380 ° I I / I •s'b 07/ oe/ 2021 \ \ o '^/ o O O O \ \�O o O O O o \O J \ / / O 0 o O j \ N \ \ o \ ° o \� ° ° \ // /— w v E - / 1 wow. N�M \ I ° °o 0 \ BLOCK 2 c / oW Qv U� � Q a u \ O _ A/ 0 \ I \\ Z 0./Y 0 C)/ \ l O O \_moo Q / �,i ° // \ \ / / / ri pN i 6 0' ° ° �o\\ oya / /o ° ° ° °/ / jC� /o ° o �j / 0 w o_n°i o \°P moo\ \ �\ pj°o / ��. /O° \ \\ \ 00 o °Oo \ c ° 0 / o Yj// / .. o BLO7K 1 _ ° ° OC 8 \ \ o o` / 000000 ° ° oo 0 0 0 / / ° o o Ja o o p O / / C , \ �,\ \ / /o w \ ov [ i \�_, \ ° ° °/ /%° \\ �2 J/ 3 /� �\ / / / U o\ Y ° ° B 3 J� \\ I7 /� a \ \\ / / xt• Z \ �/ °o /// \QC� `o \\ �� 1 / \\ \\\ /i jN ETP�E� Ln DATE \' Or ° �% L / \ \\ \ / /rjV $ I ° p\ , G �2/S� \ v 4 / , o LO 1(i OH — \ \ , 0 0710e21 // \ ( r DRAWN BY I\ L `" \/ci\j��.�\\ /;�u]' j\_\ \ ' \ \ �V o CO JEHOVAH' \\\ \ \ \ \ •• 1.FOX o°° 0 DESIGNED BY o °p R Et 0100-00-0C. SHIFFLETT ELATIONOF 0 0 � 0 0 ° o MORQ-Y ggEdNf7rAi-AV�LljSE•• 1AW T \ V \ �•• �CHECKED BY REST o `° u 601- Q Ot�DB. ,C. SHIFFLETT PARCEL 090A 1-00-00-00 1DO A SCALE OTHIS PLAN SOUTHWOOD CHARLOTTESVILLE LLC C :3 a ' / j'� • 1 "=150' J \ a R2 RESIDENTIAL I I tt / lJ \ / \ \ 00 DB. 3375 PG. 063 II n ° A — BSA — ° °oLO 0L p/ `i o p n ° 0 0O\ 41 t LU o o " 00 o0 0° 0�0 0 0 o Ua00 °o /7- n' °\o°°°1°p0°\D.B.I. 0 \\ \\\ \ \\ 41 \\ \ \\ • NJ NE 0 ° I°°oo000 QV-3 CF� / _o 1— 1J ° p / / Q//�./. nT GPI PL E - ; U �Y\ tt a th rl 1 p ° vA f0 , 0 �°\ Z a - .. i 0 1 ° ° o O /O a 06YcL_= U 0 0 0 0 _w 0 0 00p o0 uc1• C0LLI 9 \ — nwal �� Fvl \tE) itrOo LU OO O O ° � < °n LL O 0 06 - - ' a w- '',Y_ (�°o 0°p� o& 7 \ U ° o 0 0 0 0 o ° LUOC2 DC JBUSCUITRUN ri FOREST VIEW, \\ �° Off-° O O O O O 0 0 0 O 0 O \~/ L.\\ O e 1 ' J y _ ° ° ° 0 0 ° p p p O ° ° O 0 0 0 0 0 0 0 0 ° O ° 0 0 0 0 \ \ ` i\ / / 1 l` \' ' / F / -- APPROVED ° \ \S�\'�� l VV by -_the Albemarle County \ \ _---_---��\�� \ Community Development Department ° ° 00 \ \ bJ1 \I SAN-� September9, 2021 ° \ \ Iy¢'•':��p{Date °° ° File # SDP2021-062 ° ° 00 Application Type Initial Site Plan ° \ \ \ \ e- �\ '� �y /,(� ,� ry / �/ �� /, \ \ �° JOB No. Lead Reviewer: Megan Nedostup ` /�47039 7` P / /y SCALE 1 —150 0 0 �� O ° 0 \ — \ Il i \. Y'� 5// ,11/ f SHEET NO. / 0° ° 0 0 0 / OB 0 0 \\ / - \ . Fa r l/1 `` \\.150' A �300' C.4.00 0 c 5 a ai c L ° I / ° ° 0 \ \ \ O O 0 I / 1 ° O \ O ° ° ° °o 00 oOOpO000000O000pp00000000 `�G D CY _ SCALE 11"I L_ ECHBURG (VARY, ei =a5 / \ / / — 0 0 0 / / / ` i o 0 0 0 0 00 / / 000 NYc ° / TFFio"1 VFO / 0 / ° ° g' RFq /O/cql) Op�cS o 0 0 0° 0 0 0 0 0 0 0 0 0 0 0°°°°°° o 0 0 o ° ° T ° — 0 ° 0 �BUFoFR / 0 p� APPROX. LOCATION OF PRIMITIVE ° ° ° o 0 0 0 0 0 0 0 0° 0 0 0— TRAIL. ROUTE TO BE FIELD LOCATED °° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / \ \ — TO ACHIEVE RECOMMENDED SLOPES °° 0 0 0 0 0 0 0 0 \ 0° AND TO AVOID EXISTING TREES ° 0 0 0 0 0 0 ° �� o I — LARGER THAN 8" CALIPER. ° 0 0 0 0 0 0 0 - o 00 op \ / c/ �• = RESIDUE A / 0 °/ �� — — — — — 714682 SF — — — — — __ — — �� _ 1 7 / / \ �� / \ LOT 12 I \ o� — \ 6138 SF I LOT 11 RETAINING WALL IJ 0 \ 6"X8" TEE, 6" 3839 SF I LOT 10 I LOT 9 LOT 8 LOT 7 I LOT 6 I \ 00 / LOT 13 GV, AND FHA 3588 SF 3298 SF I 3191 SF I 3362 SF 3391 SF LOT 5 I LOT 4 I LOT 3 I LOT 2 LOT 1 1 \ / o / I \ \ I 3119 SF 3056 SF 2293 SF 1918 SF t l I I I I 2366 SF 1 I 1 o \ 4479 SF I I I I 1 .. : L[7 GV 8 EL ... ' TEE. 18' L-[71 L R25'' 5 \ LOT 14 R30' 4571 SF - -�-----� - --_ --- HORIZN _ _ - -+---—R3' —0 2 53'PUB RW 12+00 9ROAD 1 14 4255 14+ 1 + 1 +00 8DIP 10+50 9 R25' - (TYP R 5 ; r r s(TYP. SFJ N AN AY s \ 1vo STREET o� STOP �\ A c ME STGR)— `; SIGN / \ • o \ \ I 6 LOT 46 LOT 45 LOT 44 LOT 43 LOT 42 LOT 41 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 6240 SF \ LOT 15 / ' \ 2439 SF 1472 SF 1437 SF 1820 SF 1808 SF 1472 SF 1437 SF 1892 SF 1824 SF 1450 SF 1453 SF 1452 SF 1470 SF 3075 SF \\ \ I ON / ' \' LOT 16 ' LOT 17 n 5985 SF 5309 SF 1 r' IAPROLOCATION OF PRIMITIVE\\ TRAIL.. ROUTE TO BE FIELD LOCATED TO ACHIEVE RECOMMENDED SLOPES \ 0 I AND TO AVOID EXISTING TREES \ o \ �y OPEN SPACE A LOT 26 LARGER THAN 8" CALIPER. \ ° J S! oo 9134 SF 1780 SF 780 SF 1799 SF 17776 SF 4443 SF 14440 SF 2494 SF \ N2 \\ I / �j LOT 18 2 RETAINING WALL c 7076 SF \ 1 \ O 1 5' , 8, STREET o _:�'..\ - • so _ :' .NAME ° a II\ N o \ / LOT 19 3 ° \ ' O 0♦ \ \ I \ 1,0638SF28 00 0 ` ` 0 \ \ / .....::.'..': 1 12+ 0 _ R200' 2 0♦ •\ Fh ::..••:.:•.'i:':.:':.::: R150' RO A f 0 � ..... 11+0-0RESIEA o ° 7146 F 4-UNIT 8„ D 0\ :: ....CG-6CONDO 0 o --- --- 10 o o o 0 ` _ LOT 21 O ° °o \ — \\ ` / 2900SF MONACAN (Ty.p:) °o ° ° 0 ° 0 \ — — f 1744 SF' STOP 0 0 0 ° 0 0 ° o \\ \ — l I LOT22 SIGN O I o , ° o \ \ Sgti \ \ — � 3301 SF II LOT 23 ICE ` °0 0 \ 00\ \\ _ ` I 3805SF \ 000 \ \ \ I LOT I LOT 25 ° , ° o \ \ \ \ I ' I 4472 S SF 4295 SF — `0111 o��Q O p \ _ I � o � � _ �o\`rgti \\ — TAINI WALL I o ... \ `0 O00 APPROVED �� \°b8 \\\ °°° by the Albemarle County �1 9�oa p ° ° p ° —� ♦ S e ER °° Community Development Department \\\ \\ ° ° ° 0 — RESIUvC^ `° Date September 9, 2021 \ \ \ \ \ \ \ ° — 714682 SF ST N File # SDP2021-062 \\\ S9ti� \\\ 0 = S OPES ANlication Type Initial Site Plan ♦ _ \00 LI vieWer: Megan Nedostup — \\\ \\ 0 ° ° 0 p — — -- \ S4N \ ° o O `` O \ \ O � \ o 1 0 +00 II�� 1111111�� !�wLTH ()F 1 CUNT W. S FFLET Lie. N .54386 0710612021 �'t G Os.- 01A1 0.01 M E 0 o N � N 0 > E v E w 3 ¢ LL 0 o o ,� w O m ¢� U°0° z w .J+ — v O rn a In w Z a O ' a U to o¢ Q� w 0 U-) N z xU O_ H C N U') 0 N i CY o_ v 0LU 7 0 x c� 0 0 w w U a z 0 Vl DATE 0 07108121 r DRAWN BY 1. FOX • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE77- SCALE 1"=30' � N uj (D V F--I w g a a > ^ w Li J L7 OLLJ � HI a J r-i J m w a � O LU 0 O 0 LU J >- ct J 0 O O 2 O V) JOB NO. 47039 SHEET NO. C4.01 0 c 5 a ai c O 0 L 3 a oX 20 W Z .8O o c F T O N y a. � 3 Z Z w � y �5 a d a Z Y N y 7 y X O N, N d N W C in O a c �a 0a 0n o 2 O b t5 pN C 2 m C O A n° m N _ ° E L - o 0 / 0 0 0 I 0 0 0 ° APPROVED �000 by the Albemarle County 1 SCALE 1"=,OD Community Development Department / 0 100' 260Date September 9, 2021 _ SDP2021-062�� 0 File # ° / °° 0 \ \\ Application Type Initial Site Plan '10 0 O 000 \` I �� Lead Reviewer: Megan Nedostup �° O° O 0 I o \ / o 70 �VDOT-SIGHT 0 I o \ ° DISTANCE °o \ \ \ ° 0 f I EASEMENT o o 1 \ ° I \ °° 0 G \ \ \\ 0000 /// / /0 00 °° % ° / 00 / ° 0 ° \ 0 O Q• Q O / / I ° 0 ° ° / /��o�� O° cep O I I O O I \ / O 0 \ \- d / 0 p 1/Q�OQ�C, O s - �o-- - - - �-1 _o \ VP O � OF OHP j O� (39) ADU i BLOCK 12 0 _ ,;;l� OD / o T L C NEIGHS M L \ � �a r DB. 4 0 19 � \ O 0 \/ 0 0 C i\ ] / \ [3 0 IfTf ° 4-1 �ITTERNUT l BLV� n- BIL P I /L zo \'I� C° °°OC�4O ° °°/Voo /0 0 1\ - i/,7 11 c I °oe---OHP-y----oH�� ?'P \\% C\� o V \`I /\\ I C� -- --- Q ' Li 1 „�° •�1a1 -0 ` O \ ��/°� / /�° 0'/ 000 00 �- ° _ � ° 0 ° °°' UG00��_°°6O °-� o o o ° ° _° ° ° 0 T IdL I Il 1 \ J, ^ o 0 0�0 0 ° o o 0 0 0 G ° 13 ° 1 / J°J G ADU I`_Zr�- IIII IeII `1 � - JV� I /I�/�,_I►I . U O C\/�`� /�� \ /�\ / / �94 G" -ro/�yl*�eri%\i��\, \ �\\ /\'\ / '�\`�'�; \\�\�\ �SaPI✓_\\ '/\_G/ \ � /�\/�'\I- \// .001 ° 0 0 0 0° o i JI -iiPARCEL 090A1-00-00-001D0 0 O I -�/o° - I G? SOUTHWOOD CHARLOTTESVILLE LLC ° 0yILI (B) - - - - -= R2 RESIDENTIAL ° DU DB. 3375PG. 063 ri ' C. �'0 oIII BLOCK 3 0 p00 0 °V 0 0 0 0 LOCK 5' TRCU X�II O ►1_0 �° � / -3 `-� o A 4 ,� `° � n/ \ A ~i -I U Q� � 1 - 7/ U ° (s) °°' ° �G�1JG� yG �O�O OO A U /C� I / / - / GIl�\\\\\\ �\a�/ /I �� y ° o o� I �� w ADU) / / ! �P , \� �/ / \\� \/� I \ oo ° \ADU c c G \� �� J /�/ y �/ //�"/ 1_1 P`A° °°o °° ° _ m 0 -� 0 \ ,p TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY DENSITY AFFORDABLE MARKET RATE NUMBEROF ASSOCIATED PLAN(S) LAND USE DESIGNATION BLOCK DENSITY RANGE (UNITS/ACRE) PROVIDED UNITS/ACRE AREA (AC.) DWELLING UNIT RANGE REQUIRED DWELLING UNITS PROVIDED ADU UNITS PROVIDED MRU LOTS PROVIDED GREEN SPACE & 1 0 0.0 7.3 0 0 0 0 2 0 0.0 1.5 0 0 0 0 BUFFER NEIGHBORHOOD 3 3-6 S.0 1.6 4-12 0 0 8 4 3-6 3.1 1.6 5-14 2 3 5 DENSITY URBAN DENSITY SDP202000048 RESIDENTIAL 6-18 4.0 6.8 60-127 44 10 27 VILLAGE 5 NEIGHBORHOOD 6 0-28 0.0 1.2 G-31 0 0 0 7 0-18 10.1 0.7 0-12 0 7 7 MIXED USE/ NEIGHBORHOOD PLACES g 0-18 5.4 1.1 0.17 3 11 6 NEIGHBORHOOD 3 3-6 6.9 1.6 1 4-12 2 9 11 4 3-6 6.1 1.6 1 5-14 1 4 5 DENSITY URBAN DENSITY THIS PLAN RESIDENTIAL 6-18 11.0 6.8 60-127 13 8 21 VILLAGE 5 NEIGHBORHOOD 6 0-28 8.3 1.2 G-31 4 6 10 MIXED USE/ NEIGHBORHOOD 8 0-18 13.5 1.1 017 1 0 1 PLACE 9 0-34 9.0 1.7 0-61 0 15 15 SDP202100006 URBAN DENSITY 10 6-34 13.9 1.9 11-62 16 10 26 11 6-34 8.3 5.7 20-182 0 45 45 MIXED USE 12 6-34 0.0 3.0 13-102 0 0 0 SDP202100035 URBAN DENSITY MIXED USE 11 6-34 16.9 5.7 20-182 51 0 1 12 1 6-34 1 23.5 3.0 1 13-102 1 70 1 0 1 1 TOTAL 1 34.0 1 150-450 1 207 1 128 1 189 BLOCK .. i- ROUTESTATE ; -UGP -��OHP- ' • _.. A��€€dap �►,! I�d�]. r��IIII�Q3�]� , �i., I/-=�.�� Z�:��:w •ate_ 1-��,_ d� q _____. _ .: .,�i1: �_....,..,..,,T,.1:. � '_ • • .:e! o �N T I / C \ �\ o o. pk�1\ V v 00 0000 0 00 °° / / UGT /� aC` /-/ �UGT-7�//�/ 0 i L / 7 / / ��\ 13 ° ° ° ° o V ° I - , j/ / ° 00 A °00 /� 00 Ct)^ I \ \ /// \ \ UGf-7 ° V /� LIO C , t// / G v ° �/(�v� / L/ % 0 0 \O \ a \\\' \ \J��I ',ice �- /`\ ^`/ <\\ `^� // Ij I°00o 0 I I0 /> II II �/��iP - LI11 %�i �i \�l \ 11� Jp 0 0 o q o � 0 //ICI O l Q- y��"� �\ \ \>��oo \� > �� "��ell O� I I a � , y� / , \\\ J J \ ; _UGT 0 I I I I ° `� / <\ \ \ UG� - - -UGT ° - -- • -- - -UGT G .T CLINT W. S FFLET Lie. N .54380 07// 0512021 1 �s `` G "O �ONAL *'"..•' Z O a U U U) W 0 z O U1 W CY a 0 DATE 07108121 DRAWN BY 1. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' W (w V J I� I z Q LU J a W (- O� z JC,0j W w a 0 oo 06 LL w Z 0 Q Z Fn LU o U D p[ O 0 O O I D O V / JOB NO. 47039 SHEET N0. C4.02 c a ai c L \ < o o � \ o _ �000 0 + AMENITY SPACE 00 / (1059 SF) / SCALE 1-=100' \ \ \ / 0 ° o \ %% ° 1 - \ � o ° o l o �VD0�6/GHT 0 100 200 \ \ MANAGED ° % DISTANCE g 0 \ \ STEEP SLOPES o o ! EASEMENT 0 Itr oLTH 0i i 1 CUNT W. S FFLET Lie. N 54380 07i Oei 2021 'r; �0;1 AL F'C..•� ��wrv�lxvjil- DEVE • � / !- �I��i - , I jai :.. �N• y, o i ., ��.��_�■�-�■��al�r`�� 1�■I■A■I■��1 fly ■I■I■I■III■■ ! �� 1 wm cm 'ills - WN 07108121 DRAWN BY - . i.i■i■i■L■i �■� - 1' • - ai��°d.BI \'. �/ '%/ • . ter.-.,•.•__ �-7 • �♦♦♦♦♦♦♦♦®♦♦1. FOX ♦♦- • ►®S♦®♦®4►�'•�� _� ter;%�♦innl .=�,> • , ,.•,.: .a► r. - 1 :o ice' i � .S , ;,,�• � - /'` � •� Ate` ♦ 1 i FA AA 6WA DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE IRA NUNN',. No c s q lim • 1 1• 11 . 1 1• - TABLET MINIMUMGREEN SPACE AND AMENITY AREA BYBLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC.AMENITY& REC.AMENITY& TOTALGREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONAL MENITIES&CIVIC RECREATIONAL SPACE BLOCK REQUIRED PROVIDED AMEN ITV REQUIREO AMENITY PROVIDED CIVILSPACES CIVIL SPACES SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED PLANTS) (ACRES) EREQUI SPACE REQUIRED PAMEN ROVIDIES&CIVIC PROVIDED ACRES ACRES ACRES ACRES REQ. ACRES PROV. ACRES ACRES ACRES SF SF 1 1.80 5.97 0.80 0.23 0.05 0.00 0.05 2,000 LF CLASS B TYPE I PRIMITIVE TRAIL 404 LF CLASS B TYPE I PRIMITIVETRAIL 8.00 0.75 10,000 2,011 296 LF CLASS B TYPE 2 PEDESTRIAN TRAIL SDP202000048 0.10 1.10 0.30 0.20 0.03 0.00 0.03 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 0.27 8,7D0 1,489 THIS PLAN 2 TOTAL OF BOTH PLANS 1,789 LF 3 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0 0 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 4,090 SF PLAY FIELD SDP202ODDD48 1,866 SF TOT LOT 500SF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 2,707 SF GARDEN 600 LF CLASS B TYPE 2 TRAILS 1, 146 SF PARK 5-8 0.00 0.00 1.38 0.12 0.11 0.11 1.07 0.23 1.03 10,500 23,359 3,940 SF PARK 4,000 SF NEIGHBORHOOD PARK OR REC. 1,855 SF PARK AMENITY' 2,636 SF PARK 223 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 TRAILS 1 1.80 5.97 6.75 0.23 0.19 0.00 0.19 2,000 LF CLASS B TYPE I PRIMITIVE TRAIL 1,691 LF CLASS B TYPE I PRIMITIVE TRAIL 8.00 6.75 10,000 8,45S 500 SF NEIGHBORHOOD PARK THIS PLAN 600 LF CLASS B TYPE 2 TRAILS' 7, 100 SF PARK 5-8 0.00 0.00 0.28 0.12 0.01 0.11 0.18 0.23 0.28 10,500 7,635 107 LF TRAIL PEDESTRIAN CONNECTIONS 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY` 5)0 SF NEIGHBORHOOD PARK 1,600 SF PLAYGROUND 1,059 SF AMENITY SPACE 2,170 LF CLASS B TYPE 2TRAILSb 4,434 SF OPEN FLEX SPACE SDP202100006 9-11 0.38 0.00 1.64 0.50 0.505 0.13 0.32 6,779 SF REC. AMENITY 0.63 1.41 22,700 35,870 5,000 SF NEIGHBORHOOD PARK OR REC. 2.704 LF CLASS B TYPE 2TRAILS: 1,493 LF BLOCK 2TRAIL AMENITY' 1,211 LF CONNECTOR SITE PATHS SDP202100035 12 0.00 0.00 0.00 0.00 0.00 0.15 0.15 6,5005E ACTIVE USE REC. ITV 6,5 ACTIVE USE REC. AMENITY 0.15 0.15 6,500 6,500 TOTAL 2.28 7.07 11.15 1.05 0.90 0.39 1.99 10.41 10.64 58,400 85,319 aTHREE PEDESTRIAN CONNECTIONS DISTRI BUiED ACROSS BLOCKS 6, 7, AND 8 bFOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 SPACE REQUIREMENTS IS CUMULATIVE AND MAY BE PROVIDED USING NOT MORE THAN 6 SPACES, NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS 0 a W JmU W < L O '0'^- W Z m o w w u O 0� 0 0 0 2 D 0 V / JOB NO. 47039 SHEET NO. C4.03 0 c 5 a ai c L '. �/ �l'___-----' `�-\,"\ / \ 4\-L--\\.,\\ . 004092/ \ \ -'-�� `�� \0 moo°0. / � �_ \�\ I f�-A. 'i's 0 0 00 'j / ay- �\ � _- - \\• • 000 ` ��o0 of II II \\—/ ` i\ \ / \I /\\ �\ I ' \ —O/'` �\ I\\I / \/ /I\` ' /X ,\// /I\— / =/�, iD\ //-w \/\1/` / /I o\/r / / A\/_0' / °\ /�8 / �\' �, 9 o// 5 \\ /:// /�� /\: / /— : /,,\�\ ✓ ;/// / ;//\//, ,/� ' b' �- `d\ �\ , �, \\/.:`:\ /.\�,..,\/4.�' /.// °,O/.SI ,.Q/\\O ,.` 6 \ A/,O/`�/ / �%' � �\/ /\ /�v> ' - I .v.-�...>`7._'.vI ./—.�,_ .1. . 3_ /7 .. _ �\ S-ri �v-X� /W \v' �I1� \ I iI /�. \I I I_'/I: \' \ II I� \ I 1\ \0I1 J11_3351/ a �\—..°/ . j\ \// I \=/\1/1 -_J '- ;\-ti,.\ \ -I�\ � '_1/\ R1 te--.r_L- :/ . c _\ _ .\a/ \:=- _/\'=_ _— O�_�/ _ _• - _O_a 7 / \i1' .1- —�s\ Q7 _ 0..• '.`. —�T -AN�o- -- \ ,_\_• 17_ _ 475 7S / `-- , ' ,\ _ \/ •oana( •'"xQU• 7Nu(o �vVC •m?vL3 INT W . D ST��sE : O ----- - - - - -_ 000 0 0 0 0- �S FFLT O O p\ SCALE 1"=3(r o 0 0 0 OCLi0/0O�/Os21 B 0 0�0As ° ON • ° WI , 0 00of 4>>> op — — — — _ -- - -I y ' \ ° \- - -__ -__i'_C r-sw 4Og------0o-O oimtiE CTIVE -------- FFEi' MA p PERLOMA / Fa CASE NO. 6DPLQNPER OMA CASE NOO m _j21-03-0029P - °0 O,00 0 0 0 0 0 0 0 0 0 0 0 0w--M O° OCD0 0o o_ - ° o � 0 BLj4°s� ° — 0 - - - - - - - - - - - -----O -- - - - - -- --°O ULU O / ZF O U ° ° w6 PR4TE D�AINAGE EASE EN 0 - - - - - ° a,0 O ooeo EFFETIVt o 0 100-rR - - - - - -- _ CD LU PER {OMA CAGE NO. c° 210-0029� } c o Q' 0 TW ' TW420oG o BW417 7' //0 BIN 417.04 / ' U07108121 DRAWN BY 12'NYLOPLAST J. FOXBASIN & 12" PVC I ) PIPE, TYP. DESIGNED BQzQ(F � Y `\\ CI 124 yN a �, 1W CHECKED BY / s 123 s C. SHIFFLE7T \ SCALE 77 _00 DRAT GE 0 '�EASEMENT SPRATE 10'PUBLIC DRAI GE TW 32.90' DRAINAGE EASENT BIN 26 25 ` W EASEMENT 5'PRIVATE\ DRAINAGE ° EASEMENT VARIABLE IDTH SWIM FACILITY c\ MAINANCE EASEMENT pLL o i o SAN LU q 0O t' Q LU LL ° a , O 060 °° 7`\ 42' 2. U30 LLJ QI Q oEAS EN O 42,,V o W4O _ 0 ' bthe Albem le County Community Development Department Date September 9, 2021 NIX 425 420SDP2%2160 File # Initial Site Plan ApplicatioT11 7'sN'rU Lead Reviewer: 3&n Nedostu 1 I l C \ \ p\ �\ • \ \ \ O — -;\ \ '` � JOB NO. 47039 \\ \\ \ o SHEET NO. 0 c a ai c L N c c L - MOM / / °0000 1 / / ° / ay / 000 / °°°°° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° ` OLD[ ) _ SCALE 1"=30' / ` STq ECHBURG (VARY, et // �a5 / � / 0 0 ° / / 0 ° °FSF VFO o / TFFp / o 0 0 0 — 000pp00000000°° o R / 0 0 0 0 0 0 0 �BUFFFR / O ° °° O O o O 0 0 0 0 0 0 0° / — / � °° o 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0° � \ /° 0 0 / /o / °0000 00� o / I O— Now MEMNON / 0/ I I I HORIZON RD CL 1 / ° CURVE 1 1 \\ ° / \ \ I 4 = 7051'58" 1 1�� o I I I I I R= 399.00 11 \ T = 27.43 LF UI [711 C=54.74 M PC = 10+00.00 R25' S PI = 10+27.43 1 / PT = 10+54.78 \� Za' _ C HORIZN ROAD_ 387.77' - --- --� ---- -�--- --�--- +---- -� h-- -- -�--- 10 00 ' , • / / 14 42.55 14+ 1 + 0 1 +00 12+5 53' PUB I RAW 12+00 S11°2T28"W1 +50 1+ 0 10+50 R399' \� / I _ R25' - / _ Iz R 5 I s Z N AN"' AIY s \/ o of C 4 / z \ Id a / !i oa 1 /� I1 � \ 2 \ \ r LIM \ •, \\ \\ o 'jj ROAD A CL xoo \ J / CURVE ..... ` A = 80°31'16''... 2 \ I \ I R = 150.00 \ '\ T = 127.03 'f 1 \\0 \ I L=210.80 \ II\I C=193.88 \ *S0 �° \ I �\ /PC = 12+97.60 \J S 'F 13+00 2E O 0 ° °\ /PI=14+24.63 ° O oPT = 15+08.40::...::•`.•:•:•::: ° ° \ \\ \\ R150' 0 0 ° �0 V A 5 ° ° °`.` ° \ \ 0 0 ° `-_ ° ° ° O , , 0 °0 0 0 000 -- ' ° 0 ° 0 0 O 0 , 0O �\ N� �\ o — o 0 0000 0 0� \ N, l ° \ ° °011, \ \� ♦ _ ° � °,0 ♦ °°<, APPROVED — _ ��?' e�\° °"y — ♦ by the Albemarle County — \ o 0 — Corr� Nnity Development Department Date September 9, 2021 ° ° ° — \a.Q O O O O O ° ° — File # SDPAP21-062 00 ` Application Type Initial Site Plan Lead Reviewer: Ngan Nedostu ` ° \ ° 00 °°° 0 0 0 ° 41* 0 \ \ \ 0 ° 0+00 Z, bft!�wLTH NZ i `7 CUNT W. S FFLET Lie. N 54380 09/ 08/ 2021 M E 0 o N � N 0 > E vE w LU 3 ¢ LL 0 o oLL O 6 ^� ¢� Ucco z w N — n O rn a > 3 O ' x to o¢ �� w o U-) _ N z =u > O_ H C LA � N 0LU > D o_ v 0LU vi 0 L7 0 0 W w W U j a z 0 111 DATE 0 07108121 r DRAWN BY 1. FOX • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE77- SCALE 1"=30' � N IL W V I LU > a _ Z D2a J m LUa \ 00 O LU� C,� 00 LU " C) O O 2 D 0 Ln JOB NO. 47039 SHEET NO. C5.00 0 c 5 a ai c O 0 L 3 C a oX So �N 20 o i c F T O C N y a. c o_ m � 3 Z Z w � y 5 ` �O �EP Z Y N y 7 y X O d N W C in O a c �a 0a 0n o 2 W. t5 pN C 2 O C O A n° m N _ m E L i V N� ° o I / / / / FLOODWAY EFEECmle WdtYR = _ _- - - - _-- p�P P o ° / I; / / / / / / /i PER LONO. / — — — _ — — — — - - / ' _ ° 6 Ue jpLT It 0i ••1 o FLO(3DPl.A(N PER o �� •• �p ° X / / / / / a5 /i / OMA CASE NO. - - _ _ - i .r F ° ° ° ` / / / / / /, 21-03-0029P o 0 0 0 21-0 -0029P -fr - - - - - - ' - _ _ - _ i 0 �R�q Npp g3 .'r•Jr �� 100 ° q ~ i/ // q06�/ / 000o0�oA00000°oo° ,-o00.coo _ ,-- ll /°/ 4fBC ° o ' pS> 0 / o o ° - - - - - - - - - - - - - - - - - - - - - - - - _ _ o° ' . O� CLINT W o ' / i / / I // / i/ o °� / ° O o 0 0 0 ° - � . - - - _ 0 0 0 0 0 0 0 °/ kt FFLET 0 0 �o i 0-0ro "= o ° ° / / / 0 / _ J ° 0 0 0 0 - / SCALE 1 -30 . Lie. N 34354 o _ 44fEFFECTIVE / / / 100 yR CY / /0 _ — —�� -..0 / 1N o / - � � I � �� SIN � � � ��W" WHOM ��,,.��,�11��,�y !,A,�; I' •eE 10 I'Uj 10 �,, ;r ��I ,;; ,;:I �•,;,,,�� ►e!�,;�/� i�V� �ILI I%I �I1�, �j� ' : . ,r ;,ram\_ — — __ _-_ ___ _, 1,,,,NN aw FOR'410 offs OM ,,.�►�� ,p,_� VAN �111 1, _ 1 � � •41' I� 1 I s - II�WI1 _ _ _ � /4�,�. .��i`�r:��t��'\�I\\i-t _�Ir•%��. ��r_ �� r�ii,��n.��nr � �e� � ` �l � ��i�,' 1 JW WAW girl 1 �' © i ►, III III `1 Q\ 7 ��' �!�,�i �� ,. i 11 DATE - . i� DRAWN7108121 ,A ►i a �� •L■ ®�� I .�., DESIGNED BY C. SHIFFLETT CHECKED BY a SCALE APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Neaostup � N W J 440 440 J HEIGHT OF 435 OBJECT = 3.5' 435 / 430 / Zak / 430 S09PROPOSED HEIGHT OF / GRADE EYE = 3.5' / 425 _ 425 HEIGHT OF NRO OBJECT, NOR2 Of 42000- j03 / / / EXISTING 420 / / / GRADE 415 415 9+50 10+00 11+00 12+00 13+00 ROAD A TO HORIZON ROAD SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 E--I I LO W li L.ULL > LI a - a O� a W �U J w w m z a Q LL LU O LU 00 L�U LL 0 U) 5 p O 14+00 14+50 0 0 50 PROFILE SCALE D O JOB NO. 47039 SHEET NO. C5.01 5 a ai 2 L o ° o/q / ° ° o 0 0 �' o cro 0 0 ° ° 05 ° / , / / as Or �l/ l / / / I l - - - - - - - - - J■ o/ / / / / ' / ' ' ' / / - - - - - - - - - - - - - - - - I •'/ ° ---- - - -- -- o \/ 0 I f I ,' -- ---- - ---- l l 1 r /I \ I I ' / / �� AN _—-_SAN-- — — — --- it O ql III O ; �/ I/i \ My2 \ o T • \ \\ \\ 1\ \\—� ' /.i f i /', I 1 //b - - - - - o - 1 III-°\p ■ \ ``\ \ \\ \ \1 1 1 I I / ,/ / ,� ��' �' ,� \ III I p PRE -DEVELOPED AREA o\ ♦ I I I / ' TOTAL AREA = 4.56 AC — I 1 �; r -- —,`\I `II\ lI \IuII\ I \p\\•� `I iI I \I11 I 1 II 1 II I I / // // ,IMPERVIOUS =0.00AC ° TURF =0.31AC 0 ---- - WOODED AC I IIII \ ° i p°O 1\ 1\ 1 �1\ \\ \I\\ 011 /' _ f If \\ p I \ \\ J —\ o \ \ 1 i O ° ° \ rid. , \\\\\\\I I I od \. \ POINT OF \° oow*° \\ \\\ \ b �.. ANALYSIS `\ p ice• �. \--- // / / 1 I // i o , I/i' \ ``�.\ \\ \ •�- — \ ��/�, •ii�Cl \\ \\\ \ \\\� \ \ o PRE -DEVELOPED DRAINAGE AREAS z Sol / TA / 00 r V'r � W04 �;.'Pfj`O�o ', �y Vj! S 1 '� V/i lmws No"LV 11101 01 .��•I� air �� 0 V IWO,NO%I�IC g law III; �,► " I''—' '—' �!'—' - � ��..��>. ;w..i■��11' 1�" ��i► w A ,�-•/ ,. 4►��d I! r IIII IIII IIr �� III 1lI� n•1 IIII •••.% ��'7� ��i►�1��'I`cs: �/ �� IIII I 111 II11 ur n,l I,r •u, It ► ✓ b`� v�� II lu �� IIII rr .a •• ''! I:v .. w�I'' e� IIII •II • •v 'a•- 1i`►i�, / I►� IIII �� IIII Ilil Ily un !� �� :� �� l� -�_, ♦� •," err �� - IIII !y e� i _ Is —�� '� ►�. ►. ►. ►. ►Z� /� o°° �liii II .h� � y •,jam \� i Poll ♦�`+•a QA i leoaaaem. aoaom•.,o, al:mexa aaaaoo,'de aaer.•aee aes 1� ellealeleel NINE Ilk A -rar al ��f ' �rJ/ ' !ice - - --_ - — - - - - - - - r�r EI • 1 - Irssi 1 (►� �• 1 `'/ �� `� iL �-.;�::,._.,._�_... � � /�II��A. --�!• ■I 1� .....- .9:.i'r ....... ..-.... '-1.-I..I q.rw.... ..: •u-u.. �y � �� -i � � IVA LY ol ow� aid: awl � �• �` �-.) %JI � /� � �'�i,?f\��\ ` �®�1��,�liii�s -_�,� ��TI. �_iil � /, \� T_ WA I . �.' III ♦' 41' ia4l gWA Yly►® _ ��' i� ' ��i \�--�V , �� ri -'%h, �• �j �;*� 1110 C011 I, �1 �•0�� III 1 oll� -dll- M /� � t\ Ml WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 (ONSITE) AREA = 4.56 ACRES IMPERVIOUS = 0.00 AC. MANAGED TURF = 0.31 AC. WOODED = 4.25 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 1.98 0.113 10 YEAR 12.88 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST AREA 1A TO SWIM A (ONSITE, DETAINED) AREA = 4.56 ACRES IMPERVIOUS = 2.56 AC. MANAGED TURF = 2.00 AC. WOODED = 0.00 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.15 0.495 10 YEAR 27.65 FLOW ROUTED THROUGH SWIM A Q (CFS) 1 YEAR 0.34 10 YEAR 25.93 CHANNEL PROTECTION (ENERGY BALANCE): `•DEVELOPED 5 0.80'(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED QMAX (+ YR) s 0.80'(1.98 • 0.113AC-FT) / (0.495)AC-FT = 0.36 CFS QII-YR1 POST -DEVELOPED = 0.38 CFS OK STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF TWO (2) ROADWAYS, A RESIDENTIAL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF A WET POND. FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING THE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C.3.C. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF A WET POND AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. DOWNSPOUT SPLASHBLOCKS SHALL BE USED FOR ALL ROOF DRAINS. APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup .T CLINT W. S FFLET ' Lie. N . 54JBU 07// OBI 2021 '10i .�ONAL �``• c E N u N N > E ti E w LU U. o wwo m^� V a m Z wj—+ri O rn a N a Ww C7~ wry Z ~ 3 0 VD) U UI az o¢ Qa w O = y N Z O_ =u > F_ c u U) 0 N > LU CY M n ,y O° J SF- vi C 0 O _ U9 0 0 x 0 w > w w F_ Q z O O r LEM DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' w rL.I V J P" > z I LU z a W Lu LU a E2 CD 0 LU J a CQ LU LL > 0 G LU O LU " C) 0 0 U-) 0 2 D 0 V) JOB NO. 47039 SHEET NO. C6.00 0 a L .T OEO NrgIWR FinaJJFrdu[tlm AMbdAww neve'awn[nr fwapbmetyrNIAIIM - VeMae 9D 2021 MP stalmlds old sp Wmms O "It Ong a MP SEaldsm. aM saNl9raloe PmJW NI Somhweedl VIIIIII2 Doc 6/29/2021 eMR DOIw, 3m,.p.ono.n ml 2013 °raft Std, & Spen Site Information Post -Development Project (Treatment Volume and Wads) taad rows, (.. I ASoN aSON CSoIN 0SWI, To.h re,wl W m ANe Isvl -,a rt,uaa 4. am, wolaedrwn4 ns w Iwnled Ee,7edrlwlwvl-a,wna, o/Nd 3l9 fv swoga lodmbr 2.2. YpeNm[we,la,l 20 2a0 ae9 CO Wib Mrua N�WRl pngnl Y T. IWnNII NIw 1., Los Two PAmawu, ITPI fAC l 1 0.20 :rolat M3m n13Nlutl 0 Ina 1YNTTPL_aIIMWwI oat n I�nwn,m,Nmnrml 0eo a.-nlE f.r1/EAnn,a taut A SWI, oON C3aN WN 3.WIXIw 2 oa3 ao am Ma, and o.1s 020 022 o.zs ImNn'nm Cnwr 1 0.0 1 035 1 035 0.93 Site Results (Water Quality Compliance) Area Glee foAUT/oRN sPKF 1 MKIRAKI VMA I W MRAOIa EOIAN TREATED I MANAGM TIA3 ARu 1 ARID TW mu TRI=D1 AMA MIr daa b•aaas raau,lrawN rrniNlm EFr VA.A DAa VA.0 DA.O DAC AMA Car an on am am am M. zm am am 000 am M. 332 am as, am Om M. z.N elm am am am M. :.N ama.m am ON M. K M. ON. M. Oa. OC_ Site Treatment Volume (N') lade Runoff Reduction Volume and TP By Drainage Area e CNONNNrtrM3 V&u EKNIEVEDIh• A IMDANANANf rORNAgVM III9.39Om m mmaEO11rT1ON ACHIEVED IIe/y. WLMD RFMAININb (IbIrl DA.A DA9 DA.0 DA.O DAE TOTAL 0 0 0 0 D D a39 3.0 am am am a.m 3.1, 3M am 0.m am am me NffWQW1OmaEN MNM.IEVED Ilb/p 13.A am am ON 0.m tLA Total Phosphorus 3NYPM3DFHI0MIEM7PL0mnb/y, frA som NFN3(TMN ACNIEv3o pb/Y. P22 TP LOAD rtnwNINo Im/yi REWININa TP LOAD RFDIXTION afOVal D (IVY0 1.i9 Total nitrogen ifar information Purposes) RosvOFVELOP MI Nn 0Anl b11 n.n NRRONN LOm RFW(TnIN M1,II VID 116/y. 13.A REMMNNa ROSTOEVELORMEM ...a LOm (11:11 3A.03 QUALITY CALCULATIONS: Tv = 10,171 CU. FT. VOLUME REQUIRED = 1.0 a Tv = 1.0 A 10,171 = 10,171 CU. FT. VOLUME PROVIDED AT WSE (404.00) = 11,216 CU. FT. VOLUME PROVIDED AT RISER CREST (406.80) = 13,724 CU. FT. TOP OF DAM = 409.00 1.11' FREEBOARD / 100-YR ELEV. 407.89 CREST ELEV. 406.80 2.5" X 2.5 ORIFICE W/--� TRASH RACK WSE ELEV. 404.00 INV = 404.00 48" RCP RISER W/ ANTI -VORTEX DEVICE INV OUT 400.94 (18" HDPE) 86.78' - 18" HDPE @ 2.0% POND BOTTOM 400.00 8' DIA. X 1.5' POND BOTTOM TO BE CONC. BASE COMPACTED CLAY LINERS EMBED 6" IN CONCRETE NOTES: 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL. 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED SWM A, WET POND (LEVEL 1) DETAIL No Scale SOUTHWOOD REDEVELOPMENT OVERALL WATER QUALITY ANALYSIS Plan Number VRRM Total Area Phosphorus Reduction Required Phosphorus Reduction Provided Credits Purchased % Phosphorus Treated onsite WP0201900062 21.05 9.82 7.81 2.01 79.53% WP0202100004 7.46 8.25 6.83 1.42 82.79% Offsite WP0202100004 2.91 0.18 0.63 0 350.00% PHA Block 11 1.34 1.55 0.61 0.94 39.35% PHA Block 12 1 2.82 1 3.5 1 2.74 1 0.76 1 78.290, Village 2 1 4.88 1 4.67 1 3.19 1 1.48 1 68.31 Total 40.46 27.97 21.81 5.13 77.98°/D • , - ,r; III---a_a II tr` '\� -.'_- ress !III 1II I• I�iilii g' Fd 1�1��j1, A1,;;.. �' � � � Intl 111 IIII iili II11 Iggl 4ii ail q�p�� w� �� Ilia I'li �r IIII II11 III Jill i. '�� I 1 ��01 III IIII Ifil Inn ■■ ■■ Ln �,oa• r 9 un uu n 0. irza, AIR Lm a i L mw &VIRMT-1 ik IJ OWN i %L .\ ter- -�� Qt lam: si�►i•�� nm►an il�'Y�r��' tI ' 111�i -� �iir t�ttr�-• iri E; �i El Fil1M1m IF ELI i wry AEMILq I IN k Will ass r'' `�1\1�1�ttt`I �! • • a ` �� 3, \ _ . 1 rLa \ °?8 \ ice■ TOTAL AREA = 4.88 AC �I oo \ ° ° o \ \ \ \ _ _ \_� IMPERVIOUS = 2.60 AC l \\` °o \\ o�b \C�`. \``_ TURF =2.28AC ` o \ \ - - \ \ WOODED 0.00 AC \\\ g1I 0d ° ° a\ 0 0 ° \ \\\e 1 ' \ `\` \ \. STORMWATER QUALITY MAP VA M vs r- 11� a/PIP" `/F'`//��' �\`I (P, 1-YR ELEV = 406.79 10-YR ELEV = 407.61 100-YR ELEV = 407.89 EMERGENCY SPILLWAY, 45' WIDE INV. 407.50 IMPERVIOUS CORE AND CUTOFF TRENCH / NNO 83 INV 399.20 SCALE VI 0 50' 100, LEGEND ®PROPOSED IMPERVIOUS AREA / Ii 11 BASKET 24" LONG EPDXY COATED #4 1 1:1yiT/�1�yI RIPRAP-LINED PRE-TREATMENT CELL GABION BASKET FOREBAY WALL No Scale ygre nlr, r I gl, or Ilion Isometr is r.l t+cal tun TRASH RACK DETAIL No Scale Al STONE FILL ,1/4" IIDPE plate bolted to structure. IIDPE structural plash, 1/4" plate and grating with 1" holes end a mn, of 30% of opening area I manufactured by Plastic Solidi... In, or equal. a.�'' • shown with optional plate apron HDPE structural plastic 1/4" plate and grating with I" holes and s min. 30% of opening .rein anufaclur ed by 1'I.NIi, ',into.. Inc. or -pod WATER QUALITY ANALYSIS SITE DATA POST -DEVELOPED PROJECT AREA FOREST/OPEN SPACE = 0.00 AC MANAGED TURF = 2.28 ACRES IMPERVIOUS COVER = 2.60 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 6.67 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 4.67 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 3.19 LB/YR REMAINING TP LOAD REDUCTION REQUIRED = 1.48 LB/YRa 'REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup CUNT W. S FFLET Lie. N . 543s6 07/ 06/ 2021 r E 0 Ch N � N C Q O > E a E L2 3 � N u Q U" 0 3 `mom w111 0 Q_000 Z dJ_ui O CD a Lu N d Z r i x 3o�t'Q U o w 0 <_;r tnx cN Z O =UQu5 ~ c Lri U) ON y N > v4 ce as OO J ow �H tri O x c� 0 O F_ w w w x Q U Q z O In > K 0 0 DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE JOB NO. 47039 SHEET NO. C6.01 L / � 0_' i , 'o ----- o - - - - -- - - ° O O ° O o 0 \ \ \ ` o 8-3 \\ oOpOp000 ppp0000� `\ 7\ \�\ �(Q_. SCALE 1"=30' _ _ 0 _ - - \ \ X 3TATFR 0 30' 60' o \ I I I I 01 / / l I o / _ - - - - - - - - - - i -- - - - - - - - - - - - - - - - - - - o ` 0 \ p - - - _ _ i- -i7 Lw -low ' \ \ _ °im ° ¢p6� '/ 1 / / / , gp9 EFFECTIVE �� ; _ i �; / / - -� \\ - - - - - - - - - - - - - - - - - - - - - - - - - - y / / / o 0 4 p - o _ O a o- ° O O _ 0 0 ° , / / / I // / / / FLOODWAV E€EECMNg 10(E'YR __! - _ - _ - - ' - / / ' / o �y e ° p - - / / // PER LOMA FLO(�DPly9(N PER - - - - - _ - - ' , ' O- X CASE NO. MA CASE NO. - - - - - - - - / o / � �F/D��D ay /i 21-03-0029P / O i 21-0 -0029P gp / - 0 -° oO-oo 0 0 o O _ O _ O/ �A� oo o o °aa o ops _- - - - - - - - - - o C 4000 EFFECTIVE �\' : �� - / FLOODP¢AIN _ _ - - PER WMA f o / - - - - - - - -! I CASE NO. / c ° / / - T�'` � 21-03-00299 cl� 0 // °/ /11 p / 10/ / , 136 1 126 IIII - i / / , /lot ■ ■■ ■■ ■■ ■■■ ■■■■■ 12 ■■■■■ IN ■■■ INN ONE ■ ■ ' \ \ \ \ \ \\ x\ \ // �/ / I )7 P 9 O) ♦ O p 9 P Y n n n n D D 137 a ♦ v 2 w a rn 0w o I AIY I \ O! ...... ' ' I 32 1 y i . ■■ ■■■ ■■ ■■ ■■■ ■■■ ■■ \ \ \ ...131 11 mailman ■■ ■■■ ■■ ■■■ 0 ' ♦� 15 r I II - _ _ _ _- e \ / Gory- A2� ' /' 10■ ■■ ■■■ ■■■■■■ III IIII IIII II \ \ \\ \\ ° \\ 6 1 I I • ♦ III \ \ I \ \ \ o v ♦ \ o n ♦♦ 05 \ 0 � o \ \ , ` `\\\ ♦ 109 d` d d -. a :. d .' a \ \ \ \ p ° po II \./ \ ��;, �. �'� \ \\ , o \� v\ y 11 �j 00 ♦. �a ��■■■n■■■ ■■ ■■ ■■■ ■■ ■ o cn w Wnw n n-W n n \ O I 100 d n rf w� WJ w w \ \ I �. L \ ° \ 0 I \\\ \\\\ `p \ �`` 108 , 1 0 11 \ \ \\ \ 0 p o ° 4078 �4 00 APPROVED Q the°lfUbemarle County lot Communif� gepvelopment Department Y, 25 Date Septem%er'4, 2021 File # SDP2021- 62 ago -AIM-BgE�11%� =�411 Application Type -o , itial Site Plan Lead Revieyver: Megan Nedostup , ` \\ ` - - - - �`\ \ :\\° \ - , __ _ ___- - _ ..� . - • , , - \ \ 1 1 , , / I , c , \ \ V Inlet # Total(Ac) C 104 0.15 0.63 106 0.05 0.74 108 0.17 0.69 110 0.25 0.76 112 0.15 0.66 114 0.07 0.71 116 0.23 0.40 118 0.30 0.00 122 0.08 0.64 124 0.24 0.76 126 0.17 0.68 128 0.26 0.71 130 0.18 0.65 132 0.06 0.76 134 0.06 0.57 136 0.09 0.71 137 0.26 0.64 CLINT W. SJPFFLET s� Lie. N 54384 � O'I/ OBI 2021 ! �Ifsl 1 AL �� top N Z 0 f f LM z O a U U v) w 0 z O U,) w w Q DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' w rW V I --I I z � W < IL, Li J Q 0� � 11J J w Ur [o Q LU J a > O LL LU < 0 O C) LU U FL -I 0 0 0 2 D 0 V / JOB NO. 47039 SHEET NO. C6.02 0 c a ai c L lot CUNT W. y? gu/7S FFLET >� s � Lie . N . 3 � ! ^� E 0 o u N � N C > E w a E ¢ U. 0 3 0 U.— w0 `mom ¢� Uo�o z w —v O M av�i�a a Z U 3 �x 0 n w cc O 0 Q M c c U N ~ C N U) 134: DI-3B 6 ft Throat ^ w STA 10+66.18 a v TOP 418.30 oo INV IN 408.75 (137) o M M 1 2 ^Cl)_ INV IN 410.45 (135) rn Lo INV OUT 408.55 (133) rn ao r CO LO o r- 102: MH-1 oN�R o o�� o� STA12+18.46Ln 137: DI-3A m+ o co F m+ N F TOP 424.24 STA 9+96.40 + N N INV IN 406.63 111 O o-qTz O o"azz O ( ) TOP416.30 N¢a> N¢a»> INV IN419.19(103) o M = INV OUT 409.45 (137) U)i OF z z ai ? ? ? INV OUT 406.43 (101A) F Cl)M_ 430 430 x o LO 1O 126: DI-36 6 ft Throat 136: DI-3B 6 ft Throat o ca N (�N o V ro � v o STA 9+98.08 STA 10+78.58 � + coo � H w w TOP 420.81 TOP 418.63 p v z z 0 w F- INV OUT 416.03 (125) INV IN 414.02 (125) M F 0 > > > ¢< INV OUT 411.14 (135) � cn r ? ? ? ¢ 425 425 oz Vl DATE 07108121 0 DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY 8050, • C. SHIFFLETT SCALE • AS SHOWN N (�� V J F--I I LU w/ z 8+50 9+00 10+00 11+00 12+00 13+00 13+50 8+50 9+00 10+00 11+00 12+00 12+50 li � > w STR 102 - STR 137 STR 134 - 126 a HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' Q U- VERT SCALE: 1"=5 VERT SCALE: 1"=5 O � O LL1J m a LU a o � LU O F— W o U) 0 s O 00 APPROVED by the Albemarle County o Community Development Department PROFILE SCALE Date September 9, 2021 File # SDP2021-062 O Application Type Initial Site Plan (n Lead Reviewer: Megan Nedostup JOB NO. 47039 SHEET NO. C7.00 PROPOSED GRADE 425 425 EXISTING GRADE ' 420 / 420 � SANITARY PIPE 4-3 415 11 8" WATER LINE 1 SANITARY PIPE 1-EX.1 1' MIN. � 410 110 137 69.78' OF 133 18" HDPE 46.36' Olk 131 @ 1.00% 18" HDPL; 63.74' OF 111 405 @ 1,00°�! 18" HOPE @ 1.00% 42.18';OF 18" H PE 405 @ 1.0 400 400 395 395 PROPOSED GRADE EXISTING GRADE 420 420. 3.0' MIN. 415 12S 5"HOPE 415 L 6466044# ,bit LTH U'�00 %P • �`� j,% . O s C� 00 CLINT W. Z: c,a y S FFLET aw • Lic. N . V4380 Aj* 01/ 08/ 2021 M E O O U N � N C > E w a E � w af°i 3 Q LL o 3 p LL — wO `mom 0 W L M � j Voo z —Li O In a (A C7 u+`�� °�' 114: DI-313 6 ft Throat p x N STA 11+57.44 9T cc a LL p C1 TOP 422.87Ln w oQ �v _`m INV IN 416.85 (115) x v N z L 2 INV IN414.50(121) Fv �� U) P tJ U INV OUT 411.74 (113) N ^ w v C N v N 112: DI-313 6 ft Throatcc a v O N wIt ? STA 11+89.72 00 M ,5 F + TOP 422.71 00+047 N�vz O INV IN 407.25(131) 0> ioF )> O> INV IN411.10(113) � Ln U) P � U) ? INV OUT 407.05 (111) 435 435 0 (D 0 P 0 P M r P C\j� H Co H Cl) v^ w C9 �0 °D N C7 LO r U O = Q wrvC r 124:DI-3B6ftThroat (D`°uO°D `�' (�r,mv � ~ 130: DI-3B 6 ft Throat Cl)m Cl) Cl) ro F STA 11+80.99 M+ o Lo -qtr m ro �i v o STA 9+97.95 p� a z 0 TOP 420.90 p N 0 o r v z z_ 0 z TOP 425.64 N F 00 > INV IN 416.36 (127) N r O» O» > O DATE INV OUT 418.39 (129) �w�z z INV OUT 416.16 (123) �U)Pz z �wHz z z 430 430 07108121 0 } DRAWN BY J. FOX fF • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN N (wI� V J J 0 L1 1 w/ z li wQ� > Lu LL; J J I —I 8+50 9+00 10+00 11+00 12+00 12+50 8+50 9+00 10+00 11+00 12+00 13+00 13+50 O ct�� LL O STR 112 - 118 STR 114 - 130 w HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' J m VERT SCALE: 1"=5 VERT SCALE: 1"=5 w Q n" > LL O wzo in D �-- UUU) I..L 0 APPROVED 5 O by the Albemarle County 0 Community Development Department o Date September 9, 2021 0 50 File # SDP2021-062 PROFILE SCALE Application Type Initial Site Plan Lead Reviewer: Megan Nedostup O JOB NO. 47039 SHEET NO. C7.01 EXISTING GRADE 430 430 PROPOSED GRADE � 425 � 425 420 420 117 11g 8" WATER 15�� p F LINE @2•�E 415 415 —SANITARY 115 PIPE 1-EX.1 9.02' OF 5" HDPE @ 1.00% 410 410 113 32.2 ' OF 18" HDPE 405 °� 2 00% 405 400 400 _ _ 395 395 EXISTING GRADE PR POSED 425 425 / " WATER _ 420 LINE 15' 420 3.0' IN 27 415 150. 1' OF 415 1 9 @ •00% 123 1' MIN. 121 56.46�0 32.81' F 32.52' OF 1$" HDp 15" HD FIE 15" HDPE @ 2.00% 0 @ 1.0 % @ 1.00% 410 410 SAN ITAR PIPE 4-3 405 405 400 400 L 6466044# ,bit LTH U'�00 %P • �`� j,% . O s C� 00 CLINT W. Z: c,a yS FFLET a, • Lic. N . V4380 Aj* 01/ 08/ 2021 M E O O U N � N = > E w v E � w v E Q LL o 3 p LL — wO `mom 0 W L M ¢ j V°o z w — ,; O (L "' O m m m co L LL(A NN a 0 0 o O o ¢ o = c�W F �ro F Or D ' �� O 30'x N � LO M M O 07 m Q1 W N O O � d� � w W a0v v OO�N� v vCq`P vv CD v �N� 110: DI-36 6 ft Throa 00 + 04 °° � N N NCO °' _ 0 o v o x= N z (`�}�� H M}h�� H } V�� H +7� F } O0 STA9+97.96 oo�Z 70 o1�z z =O 04Nz z � �N qZ w �ovz =Ua� O TOP431.45 �Qa> > vaa» > Naa» oQa> > o Qa� ~ CM INV OUT 424.75 (109) o�Pz z CD z z o�0z z z �coP z o U)Pz w N M 440 440 a v o w u 0 (D 0 0 0 w > w w � a u 0 a a z 0 -C O c � v7 DATE of Q 0 m V > Ino00 0 �r`N of 0 of 07108121 a o°ov °opmrn 0 + o F + o M DRAWN BY CI) It W �vZ 0�o> 0�0> J.FOX mr�Hz m cnFz NLTARY 7 104: DI-3B 6 ft Throat 415 415 • DESIGNED BY STA 10+29.73 106: DI-3B 6 ft Throat TOP 427.77 C. SHIFFLE7T STA 9+97.70 INV IN 422.10 (107) CHECKED BY TOP 427.77 INV IN 421.36 (105) INV OUT 421.68 (105) INV OUT 421.16 (103) : • C. SHIFFLE7T 440 440 SCALE AS SHOWN N Uj v J �I 1 w/ z li wQU) > LU a LL; J J _j � LL O<zo J m LUJ°' Q 8+50 9+00 10+00 11+00 12+00 13+00 14+00 14+50 8+50 9+00 10+00 11+00 11+50 9+50 10+00 11+00 11+50 O STIR 100 - STR 110 STIR 104 - 106 STIR 302 - 300 LlJ O HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' Q �— VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 W U (/) 7 LL 5 0 Q Q APPROVED by the Albemarle County 0 = Community Development Department PROFILE SCALE Date September 9, 2021 Z) File # SDP2021-062 Q Application Type Initial Site Plan (n Lead Reviewer: Megan Nedostup JOB No. 47039 SHEET NO. C7.02 \ \ 435 435 \ EXISTI G 430 430 8" WATER PROPOSED LINE \ GRADE 1.5' \ 425 425 107 3.0' IN. \ 84.7 7' OF O 420 15"HDPE 420 PIPE 2-1 109 � � 1' MIN. 33.58' OF \ 15" HDPE @ 2.25% SANITARY \ \ PI E 2-1 415 415 103 98.53' OF 15" HDPE @ 2.00% 410 SANITARY 410 PIPE 1-EX.1 405 405 76.g OF 24" H 101 @ 2 0 PE 54.99' OF 4" HDPE 1�25% 400 _ 400 395 395 390 390 EXISTING 435 GRADE 435 PR POSED GR DE 430 430 8" WATER LINE 425 425 'I'MIN. 8 420 420 10 32.03' O 15" HDPE SANITARY @ 1.00% IPE 2-1 415 415 EXISTING 410 GRADE 410 PROPOSED GRADE 405 405 400 $01 86.7g� O 18" {iDP @ 2.Og% 400 395 395 390 390 EXISTI N SANITARY PIPE 385 385 L 6466044# ,bit LTH U'�00 %P • �`� j,% . O' s 00 C� CLINT W. Z: c,a y S FFLET aw • Lic. N . V4380 Aj* 01/ 08/ 2021 M E O O U N � N C > E w v E � w v 3 Q LL o 3 p LL — wO `mom 0 W L M d� Voo z —n O In a (A C7 u+`�� °�' w 30 nx VVi w (n i ry z Fv> O c H n N W M Of d � O W STA 10+00.00 STA 11+93.03 ~ EXIST. TOP 422.89 TOP 426.60 1 STA 14+45.41 PROP. TOP 418.86 INV IN 418.63 (2-1) TOP 437.35 2 INV IN 414.34 (1-EX.1)X' INV OUT 418.20 (1-EX.1) INV OUT 428.73 (2-1) 445 445 0 (D 0 0 0 w 440 440 L 60 VA �IIIOCis � .p CLINT W. we S FFLET s� Lie. N S4384� O'I/ OBI 2021 ! � sS104AL �It W M E 0 a+ u N u 435 435 a o > E w a E a 3 LU LLi v. - w0 `mom Uj a_jum z w J — iri O rn d H N d Z r i M K I-IrF m u o,', W o o< �� Zt tn S N z =cJ �� O_ ~ c IA u N > �� v 00 C. �� Cr v 0 4 x LD 0 IJ w 0 w w w f u o a z 0 j7 DATE 07108121 0 r DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT 28+00 29+00 30+00 31+00 32+00 33+00 33+50 HORIZON ROAD WATERLINE PROFILE CHECKED BY HORIZ SCALE: 1 "=50' • C. SHIFFLETT VERT SCALE: 1"=5 • SCALE AS SHOWN 445 w 445 • W � o • U U) OD cV w M 0_ v 440 V fn M I- 440 Uj LLI U w W am V �n Q a Q U w dci + w 435 w w Q 435 �\\ U / lr M a ~ / > W PROPOSED U c tri ch GRADE Q c o+ / + 3.5' 430 �+ W / W r _ 430 CO Q w Q co c j W > coo GRADE / U) ;0 >� w� z / CONNECT TO 8" LU W rn W / o�0 1.5' W STUB OUT ON Q 425 In � F- / 85 U WARDELL 425 S > w J o / 0 W ? CREST RD w STORM U w p L- Q Q I.0' IN. PIPE 109 > o+ + < O ~i 0 �� v SANITARY U)� LU Q Q O m 420 ' PIPE 2 1 + Q F- STORM �'� 420 PIPE 105 Q LU Q LL } > O SANITARY � � � r J_ U PIPE 1-EX.1 ^ z 415 AN1TA X M 415 IJ O PIPE 1-EX.1 In n U 8" CLASS 52 DIP + CONNECT TO 8" WATER LINE w TEE ON Q Q WATERLINE A 1— STORM 410 PIPE 113 410 Q 5 0p APPROVED Q by the Albemarle County Community Development Department 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 0 Date September9, 2021 ROAD A WATERLINE PROFILE 0 50 = HORIZ SCALE: 1"=50' PROFILE SCALE File # SDP2021-062 VERT SCALE: 1"=5 Application Type Initial Site Plan O Lead Reviewer: Megan Neaostup (n JOB NO. 47039 SHEET NO. C7.04 PROPOSED � � � U G DE w� WN �, �� co � � 2 wo-> U_ w , Q� �cn � + (n V >�>� w V �+ I- � � W �M Q+ 430 WN � W M >M = � � F— 430 3.0' Q H + (n oo w� U Q XU' Q U Q X �� QIQ- W rn f)in ��FQ-' CO � `° to H Q I- �' � + (q u> � `° co co cq TO � ~ W � � W 11J CONNECT Q~ Q ~ roi W M (Wj 4 EXISTING Q 425 STUB OUT to Q � EXISTING W � W � � . J � � > GRADE � � WuyJ � � w 1 W es+ IL M H � � W STORM PIPE 129 ' 2.Z0,� W Q 420 U 3• ' Q � w Q � � 420 Q Ltl � W (n m � � W N cMn w 8" CLASS 52 DIP Q Q o U WATER LINE 415 I 415 U w N ,��,� U_ Q � `r > 1.75 � W N w U w Q`t � >r o >ao U U 410 C° 00 410 � �+° o+ rn STORM w W r` c�i w � m w r PIPE 135 � � � � � n n �� awaQ W M � ~ 405 405 L PVI STA = PVI ELE TIE TO ROAD FROM SUB APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup HIGH PT STA = 10+07.15 HIGH POINT ELEV = 432.03 PVI STA = 10+24.15 PVI ELEV = 431.60 A.D. = -2,50% LOW POINT STA = 12+11.59 LOW POINT ELEV = 423.32 PVI STA = 11+64.34 PVI ELEV = 424.59 A.D. = 2.30% 445 K = 13.60 K = 41.14 445 V 95' VC +c +v a, u oil +v II +v V4 II uU uU u n LU 440 V fn V 440 � m �w �m �w 10+00.00 m w m W V = 432.21 435 435 , 2.50% 430 430 HORIZON Ste' SURFACE 901900174 PROPOSED q 425 GRADE `V + v 425 — --- u > CD-1 W EXISTING a GRADE 0% (L 420 420 415 415 410 410 405 405 N o� ^� cow �oL CO czM NM hN M N0 Nr NLn NM NN No Nm �00 a vM vC vC vC vN vN c� v- 9+50 10+00 11"',W , 1 WRAP, WE VB 11+00 12+00 13+00 HORIZON ROAD PROFILE INA!, r 9ryr EMPAFM if 1 -• �-ate � �� ON . all ``EE 17 414 • � • • �� •fir ♦ � • ♦ • ♦ • • • • �. ij • • • • • � ♦ • • ♦ , � • t� ter• ♦ • • ♦ • • •' •y _• • • •-� • ram♦ • • Q • •�� •ram r.Q 1�n HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 �I NO ► u►�s®ice®� �tl Illy ice, � liI10111F� !�I res ,=M==■ �MM s � EIELI s= L90 14+00 L 15+00 .0 '660L1 H pF •�� CLINT W. �Z0 SJPF,FLET s� • Lie. N 543114 4r 07// OBI 2021 o E a+ u N u1 N 0 > E w ti E Uj Q U. o 3 U. wO `mom aUjU on Z w •y —ri O o- VI N d z� eIt u 30 LU o o¢ Qa w C = N Z =u> O Ui in n N nJ w� IY � M OJ J vi 0 0 _ U) 0 0 0 w > w w � UQ U � Q Z O V) DATE 07108121 0 r DRAWN BY 1. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE • AS SHOWN � N ((D V 00 o \ 0 \ , \ 1 , I \\\\o 1 ,, j �o — \\ W LU \\ X` a _j J \ oLr_LL LL Dp� \\\ \\ \ \\ W O o` \ \ \ \ ' ' co LI/ / LLB \ \ / \� > 0 o off WHO \ / I / /',' 0 0L LU / a� / U , \ /o // 4e �— ' OO fo cc JOB NO. / o / / SCALE 1"=30' 47039 FE SHEET N0. 0 30' 60' C8.00 i' a L c c 0 d O c 3 a 7 O o U) z 20 aM T O C N y a§ �3Z Z w o n§ 2x N X C 0.0 015 2 c E � C5 g O a c �v m 0 O ad Y N V ,p N y 0 C U m " E L WARDELL CREST INTERSECTION. TIE TO WARDELL CREST SURFACE FROM SUB201900174. APPROVED by the Albemarle County Community Development Department Date September 9, 2021 File # SDP2021-062 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup I� 1I III 1l�O IN III 19 .� \e HIGH PT STA = 10+23.20 HIGH POINT ELEV = 440.12 PVI STA = 10+40 PVI ELEV = 439.70 A.D. _ -2.10% K = 16.00 4' V co N , 00D 00) + � + 7 oil Oil II U II U Um UW 45n oI� m LOW POINT STA = 12+88.10 LOW POINT ELEV = 428.61 PVI STA = 12+38.50 PVI ELEV = 430.57 A.D. = 0.64% K = 153.82 lA Alin S O o LOW PO INT STA = 15+22.75 11 LOW P INT ELEV = 419.69 yw PVI 3TA = 15+18.15 445 — j 1 PVI ELEV = 419.51 445 EL D. = 5.96% K = 4.71 -08'V@I- PROPOSED to °°r 4a0 2'�°A GRADE N 440 u u � IW pW \ /� m �w CD-1 W \ ° 435 435 \ CD-1 \ / \� 430 430 / � CD-2 � v u EXISTING W 425 GRADE w 425 % \ a HORIZC INTERS ` 420 (0/ 420 415 � 415 410 410 Imo .,N I� N hgj �(O a ^� ^ ^� �� N �N �o 7 °j0) "� �� N N 1"1j �N �h 7V �o �"� e'co c"� °�c6 N �v N NCM N 'mac N �tIt RI 7.4. V � 7� 7� 7� 7- 644 '' �► �p`s�� 0 0 M 1 11 • 1 1 `w 1, 0110 / ZI ir�'i l� - +- 14+00 -------- 15+00 01= Lwillaw UMTW1 N ROAD --CTION 16+00 s 1` .0 'osL1 H pF •�� CLINT W. SJPFFLET s� Lie. N 543114 Ar O'I/ OB12021 .SIO 1 AL 4t,�:••. o E N u1 N > E ° E w 3 ILa �JU= au00 z a J rn a a ZLU�y� L) _ 30� U w aL � v in S y N Z O_ =v> ~ c In N i v CO J LU vi 0 L) 0 0 w w w = a u o a z 0 U DATE 0 r 07108121 DRAWN BY 1. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLE7T • SCALE AS SHOWN • • f LU �<w w r� J \ \ Of l,--I ` Q II i i �1 _rr-�yy 11 fi °LLJ moo LU Q a \ LL > 0 C) i wa Z O/ I OU 8L LLJ oC 0 O 2 O / — ' -j S ' cnI / / 1 JOB N0. � SCALE 1'=30' 47039 SHEET NO, 0 M. 60' C8 01 q48 L N r L