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HomeMy WebLinkAboutSDP202100035 Plan - Approved 2021-06-09SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: LIMITS OF DISTURBANCE: 2.76 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 DRAINAGE DISTRICT: MOORES CREEK _r Bryan D. Cichocki !2,' lie. No. 53741 a SOUTHWOOD PHA BLOCKS 11 & 12 \0 0-!i'_'' 09000-00-00-001AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OAl-00-00-OOl EO PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090Al-00-00-001 DO PARCEL AREA: 86.80 DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: 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@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 1.95 ACRES BURIAL SITES: NO CEMETERIES FOUND ON SITE REQUIRED BUILDING HEIGHTS: MINIMUM BLOCKS 10 - 12: 2 STORIES NEIGHBORHOOD CENTER SPECIAL AREA: 2 STORIES PROPOSED BUILDING HEIGHTS: BLOCK 11: 45' MAX BLOCK 12, BUILDING 1: 35' MAX BLOCK 12, BUILDING 2: 35' MAX AGRICULTURAUFOREST DISTRICT: NONE MAXIMUM 4 STORIES OR 45' 4 STORIES OR 50' INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[ ] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. NOTES: 1. ALL OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (121 IN TOTAL). 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. BLOCKS 11 & 12 SITE PLAN TRIP GENERATION WEEKDAY LAND USE IT CODE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL APARTMENTS/ TOWNHOMES 220 121 D.U. 886 19 49 88 47 34 81 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL IHt\Iq 4/5/2021 SITE _�• LOCATION VICINITY MAP 111=1000' DEVELOPERS: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVgILLE, VA 22902 CX PIEDMONT HOUSING ALLIANCE 682 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 APPROVED by the Albemarle County Community Developpment Department Date June 9, 2021 y11WO-�iQfxl.� Application Type Initial Site Plan Lead Reviewer: Megan NedOStup Sheet List Table Sheet Number Sheet Title CO.0 COVER COA CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 OVERALL PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 ROAD PLAN & PROFILE C4.3 HOUSING & DENSITY PLAN C4.4 OPEN SPACE PLAN C4.5 EASEMENT PLAN C4.6 EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C7.0 STORM PROFILES C7.1 SANITARY SEWER PROFILES C7.2 WATER PROFILES C8.0 SIGHT DISTANCE PROFILE 1-1.0 OVERALL LANDSCAPE PLAN 1-1.1 DETAIL LANDSCAPE PLAN 1-1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 25 CL O oc 0 H Z O f f H Z O d U U U1 w Cl z O w w a 0 DATE 4/5/2021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N/A i UQ 0> J w D I Q Q a LL O Z Q O U 0 0 �0 V/ JOB NO. 47118 SHEET NO. C0.0 L FLEXIBLE USE STRUCTURES LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING AREA (SF) SETBACK SETBACK kETBACK 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. APPROVED by the Albemarle County Community Developpment Department Date June 9. 2021 File# SDP2021-035 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup PARKING REQUIRED AND PROVIDED TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK TOTAL TOTAL PARKING PARKING SPACE NEIGHBORHOOD CENTER SPECIAL AREA ASSOCIATED LOTS HOUSING TYPE PARKING SPACES PLAN(S) SPACES PROVIDED LOCATION (4) ON (2) ON REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) SINGLE FAMILY -SITE, BUILDING HEIGHT 6 6 3, 12, 34 DETACHED CARDINAL HILL LANE MIN NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES (16) ON -SITE, (1) ON 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 HICKOI 16+2 GUEST = 4, 5, 8-11, 18 18 HORIZON ROAD, (1) MIN. 5' 5' 5' 5' 10, ON WARDELL CREST MAX 25' 25' 25' 18'A 28'A 37,38 DUPLEX SDP202000048 (39) PARKING LOT, (1) STEMrBACK° N/A N/A 15B 15E 15 MULTIFAMILY (2) 6-UNIT 40 40 (2 ADA VAN) ON CARDINAL HILL AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' 13 AND (2) 4-UNIT LANE SIDE SETBACK 20+2 GUEST= 22 (20) GARAGE, (2) ON MIN. 3' 3' S' S' NO MIN. 14-23 TOWNHOMES 22 CARDINAL HILL LANE MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. 16+2GUEST = (16) ON -SITE, (2) ON REAR SETBACK 25-32 TOWNHOMES 18 18 WARDELLCREST (34) GARAGE, (4) ON MIN. MAX. NO MIN. NO MAX. 5' NO MAX. 5' NO MAX. 5' NO MAX. NO MIN. NO MAX. 26+4 GUEST = TRAIL BUFFER SETBACKS 38 1-17 TOWNHOMES 30 ALLEY 3 MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. 11+2 GUEST= 16 (14) GARAGE, (2) ON MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. 26-32 TOWNHOMES 13 ALLEY 1 GARAGE SETBACK TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT 20+3 GUEST = 29 (26) GARAGE, (3) ON FRONT ACCESS MIN./MAX. 4.19e / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR 41-53 TOWNHOMES 23 ALLEY 1 RELEGATED TO THE REAR OF THE BUILDING. 8+2GUEST= 12 (10) GARAGE, (2) ON MAX. PORCH & DECK 4' 4' 4' 4' 9' SDP2021006 54-58 TOWNHOMES 12 ALLEY 1 ENCROACHMENT 12+2GUEST = (16) GARAGE, (2) ON ALLEY 3 MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' 18-25 TOWNHOMES 14 18 ENCROACHMENT 12+2GUEST = (16) GARAGE, (1) ON 18 33-40 TOWNHOMES 14 ALLEY 1, (1) ON ALLEY 3 SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. 18+3GUEST = (24) GARAGE, (3) ON 27 59-70 TOWNHOMES 21 ALLEY 1 STREET FACING BUILDING 71-72 TOWNHOMES 24 25(2ADAVAN) (25)ONALLEY 3 LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50, (54) SURFACE MAX. 200' 200' 200' 200' 275' PARKING BLOCK 11, (8) MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, MULTIFAMILY ON EAST STREET, (12) 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 BLOCK 11 APARTMENTS (51 D.U.) 77 77 THIS PLAN ON HICKORY STREET, COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. (3) ON HORIZON ROAD B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE MULTIFAMILY (110) SURFACE BUILDING AND THE TRAIL BUFFER. BLOCK 12 105 119 PARKING BLOCK 12,(6) APARTMENTS (70 D.U.) ON EAST STREET 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. o 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. 2019-003 Tax Map and Parcel Number(s): 09000-00-00-OOIAO, 090A1-00-00-00JEO, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.% acres; TMP 90-IA (7.94 acres), IMP 76-51A (1.23 acres) to be rezoned from R-2 to NMI) and TMP 90A1-IE (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001A0, 09OA14)0-00-001EO, 07600-0040451AO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project"7 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 Rnn ZMA 2005-00017 Included on Tax May Parcel 090A1-00-00-001E0. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 09OA1- 00-00-001EA are hereby removed and superseded by these proffers. Tax Map parcel 090A1-00-00-0O1E0 (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase 1, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails. Parks, Civic Spaces. a. Greenway Connections to Potential Adjacent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase 1, 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, dead 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 Lures 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 000d� 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, adjaeemt County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a than cooaaaxion between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Pads. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase I streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300a Certificate of Occupancy in Phase 1. SOUTHWOOD CHARIA TFSVII.LE, LLC, a Virginia 7t��_ By: Dan Rosefisweig, Manager Bryan D 0ichteri lie. No. 53741 0118 m E 0 � u N � N ¢ O > E w y E UJ WLL ° 3 ¢ 3 � W o wO mom. o W t m ¢_J U00 e) W N N v Z ~ B Mr x cc � Ln C _ N r ¢ C Lri O � N W J ui O (7 0 F 0 w w_ U u z Of 0 0 Z O a U u Ln w 0 Z O Ln w of DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N ,1� W 1� U) v/ J Q U 0 > MJ � w W Q � a ' LLI Q a W tL O =w Q O Q U LL 0 O w 0 0 U 2 \0 I JOB NO. 47118 SHEET NO. CO. I i L GENERALNOTES LEGEND 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). JUNE 27, 2019 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE THE LINE. OF ROAD. (N/A) 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE SLOPE OF 0.004 ft./ft. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE LATERAL STUB -OUT STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS THE END OF THE DAY INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. CONTRACTOR. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. APPROVAL IS GIVEN BY THE ACSA. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads lease consult with VDOT. PP P 9 g gP ,P 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between g P rP measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. tlr Uellta„C \.l)urlty Private Road Acceptance Procedure This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests certified b a professional engineer, and submit this report with the P Po , Y P g as -built plans. 2. As -built plans andplats: Provide drawings of the constructed improvements according to the Albemarle County As -built Road Plan Policy. Provide 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. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items I and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed 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 fisted. 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. D. Completed Certificate of Completion This fnrm must he received for release of n hondh is available on the enuniv we.hsite. In the ease of 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 TOOAM 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) s< COUNTY OF ALBEMARLE N Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify dimensions materials and installation. The items include but are not limited to the : followin proper g 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 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. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Pagel of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 4111 & ui 0 O x M 0 x F 0 w w_ x z 0 to Of 0 O Bryan D. Cichocki lie. No. 53741 ram 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation V awn may n t there requirements o tans (VDOT). Ian as drawn of accurate) reflect f P ( ) P Y Y q the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2: l (horizontal:vertical . Where reaso nably 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 DevelopPment Department Date June 9, 2021 File# SDP2021-035 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup Z O P a U U to w 0 Z O w w Q O DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 1� 06 1� TI V / U O>J a J M W us _ tY Q Q Lu m 0 QoU) a 06 2 W 0 Q o U Z O O 2 ,O V / JOB NO. 47118 SHEET NO. C1.0 L CD-1 -12 TOP OF CUT PAY LIMITS FOR (TYPICAL) CIT (OUTLET PIPE TO PAVEMENT BEGIN WITH 45- SUBBASE DITCH LEE ELBOW / COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS / CENTER LINE SECTION TRAVEL Ls�/ (WITH TYPE 1 SELECT MATERIAL)_ -rt_i-4-1 .-, TRENCH PLACEMENT PAY LIMITS FOR OUTLET PPE T( LINE \N BEGIN WITH 45• r PAVEMENT SURFACE 6 BASE ELBOW TOE OF FLL SUBBASE ,�grl -a oo.e.a.000.o.00-o-o- -SELECT MATERIAL TYPEIOIE ,F (TYPICAL) .b . VIEW Ey7 ADfIEGATE, EIS AGGREGATE OR CRUSHED P/ I .�.I CLASS MEETING 68 GRADATION REQUIREMENTS. GEOTEXTLE DRAINAGE FABRIC (PLACEMENT OF CD-1 �COMBINATION UNDERDRAIN) OR �- PAVEMENT SURFACE 6 BASE SUBBASE OR CEMENT STA LIM SUBBASE oo o o .... o o oo,i000 -SELECT MATERIAL TYPEIOR SUBGRADE (CEMENT OR LIE STABLIZED) GEOTE%TLE 457 IGGRECATE, 06 AGGREGATE OR CRUSHED F GLASS MEETING EIS GRADATION REQUIREMENTS. GENERAL NOTES 1. UNLESS SPECFTCAU_Y EDUCATED COIGNATXN UDERDRAN WILL NOT BE LOCATED AT TILT POINT WHEN SLOTH SUBBASE NO SUORACE NE STABILIZED. 2. TRENCH SHILL SE FILLED WITH AGGREGATE AND TMOUGHLY HAD TAMPED TO INSURE COMPACTNESS, NON -PERFORATED OUTLET PIPE 3' � THE E[OTHE TRAVEL PD BE�DON AA GRADE PiRiL TTHE HOLL�MOE 22 X MIN. (3 X DESIRABLE) GRADE. TYPE Of PPE CRUSHING STRENGTH )( W.T. 4' MOM. DIAMETER KW.T. 6" NON. DIAMETER SMOOTH WILL PVC .103 0.153 $MGOTH WALL PE 1 1 70 PSI NNN 1 70 PSI NNN 4. ON CUB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE MOVDE OUTLETS FOR WDERDR/NS, THEY ARE TO BE LOCATED SO AS TO DRAW INTO DROP I LETS OR MANGLES. 5. ON SIREIELEVATED SECTIONS TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE AWAY OF T-0" ABOVE INVERT ELEVATION OF RECEIVING WA/IAGE WON OR STRUCTURE. N WALL THICKNESS MINI - ICES 7• ALL CONNECTIONS ELBOWS, WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO KKN TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. BE OF THE SATE CRUSHING STRENGTH AS THE CITIFY PIPE. B. OUTLET PPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. �V=r STANDARD COMBSPECIFKATION INATION UNDERDRAIN ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF I REVISION DATE (AT LOWER END OF CUTS) 232 501 D6.04 VRGNNA OEPARTMENT Of TRANSPORTATION 701 CD-2 PAL -MATS OF PAY FOR TOP OF L 1 EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS TRAVEL LAEs CENTER LINE SECTION 1--f--Li-------F--Y (WITH TYPE 1 SELECT MATERIAL) ) N, J t IEDGE OF PAVEMENT TRENCH PLACEMENTLOEN L►E TOE OF FLL r-PAVEYENT SURFACE A BASE / 0 0 0 o a o 0 o SUBBASE �ETOFPY FOR o. o-o- .- c.o.o.o.o.�SELpCTMATERALTVPEZO(■ PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN ILA S MEETING /6 AGGREGATE QU CRUSTED GEOTEXTIE •)•O, GLASS NESTED •6 GRADATION REQUIREMENTS. I._..� NON -PERFORATED OUTLET PIPE FABRIC OR PAVEMENT SURFACE SURFACE 6 BASE TYPE OF PPE CRUSHNG STRENGTH N W.T. " NOM. DA ETER N W.T. e" NOM dAIETER SMOOTH WALL PVC 1 .103 1 1 O.G3 SMOOTH WALL PE 1 1 70 PSI NNN 1 1 70 PSI KKK 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABL® SUBBASE . . o - �- SELECT MATERIAL TYPEI OR SUBGRADE K WALL THICKNESS (MIND IC -ES .e.o. o o . 6 - o (CEMENT OR LIE STMIUZEO KKK TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. E57 AGGREGATE. EB AGGREGATE OR CRUSHED (EOTEXTLE CUSS MEETING 08 OWAT04 REOUREENRS. FM°A�Bc GENERAL NOTES L TRENCH SHALL BE FILED WITH AGGREGATE AND TRROUOLY HAD TAPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SWILL BEGIN AT AT THE EDGE OF TTRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X AN. (3% DESRMLE) (RARE. BROGE CO-2 SUBBASE 3. ON CURB AO GUTTER SECTIONS. WHERE IT S IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UDERDRMIS, THEY NE TO BE LOCATED SO AS TO DRAW INTO DROP CD INLETS OR MANHOLES. y'-0" GATE BASE MAT DEPTH) TYPE Z 4. ON SUPEIELEVATED SECTIONS. TRENCH IS TO LE UNDER ENTIRE PAVCENT AREA 512E N0. 2E (6" YN DEPTH) WITH CUTLET PPE ON LOW SIDE ONLY. RAL s. NVERT ELEVATION/ AT OUTLET END OF OUTLET PPE TO BE A WHIM OF T-O' ABOVE INVERT ELEVATXN OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) "THIN PAY MACU LIMITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SINE CRUSHING STRENGT"THINAS THE OUTLET PIPE. 7. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN War uROAD AND BRIDGE STANDARDS s (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE BEET 1 OF I 501 701 VRONA DEPARTMENT OF TRANSPORTATION Dy.GS CG-5 NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PSI F RECAST. 3. COMBINATION CURB I GUTTER HAVING A RADAR OF 300 FEET OR LESS (ALONG FACE OF CUB) SHILL BE PAD FOR AS RADIAL COGNATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CUB M GUTTER W% RE CONSTRUCTED PARALLEL TO THE SLOPE OF SIBS CGUMS AD To THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 S BASED ON ROADWAY CLASSIFICATION AND R TTEGURODESIGN ARMANUAL N T SECTAPPENDIX A ION ON GS URBAN STANDARDS. D, D D • D , 1, • D A BE ONCRETE OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER ROAD ANDBRODIE STANDARDS DS REVISION DATE BEET 1 OP 1 50 VVIRGNA DEPARTMENT OF TRANSPORTATIN 2m.o3 A- Rl-1 STOP 'Red 0ce 8pBCY1040% A B C D E F 18 .375 8 8 C 3 7.75 24 A25 8 8 C 4 10 30 .75 10 10 C 5 125 38 .875 12 12 C 6 15 48 1.25 16 18 C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTNE) BACKGROUND - RED (RETROREFLECTNE) 1-1 MUTCD STOP SIGN DETAIL No Scale 2� TOP OF CURB CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB I FLUSH CURB (PARKING LO No Scale E T o VDOT A-3 CONCRETE �1 c1 Iorerr 1 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB P o O o FE PAINTED 18' 18' PER 2% MAX. 4" �4„ VOOT PAINTED SPEC. STRIPE (TYPICAL) 9' 1 S' 1 9' 1 9' 1 8' I91 1� TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% ` 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS J NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE R\x\\/ �\\/\\\/�\\/�\\\/\\/�� j COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xVV2.9 SILICONE SEALANT 2„ 4 . 10" 3,000 PSI AIR ENTRAINED PORTLAND a, CEMENT CONCRETE mmol6" TYPE 21A STONE COVER A COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale ♦iC VA. SIGN FOR THE DISABLED ON 0.80 GAUGE PAFtiCWG PAF�CNG ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 11••vll' I -I 11••vll' VAN I ACCESSIBLE U ABOVE FINISHED GRADE DADA PARKING SIGNS No Scale SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. APPROVED by the Albemarle County Community DevelopPment Department Date June 9, 2021 SIGN AND POST DETAIL No Scale T :D PRIVATE ROAD CROSS SECTION C/L CG-6 1.5" SM-9.5A 20' (PAVEMENT WIDTH) �2% 1 2%- 1 COMPACTED SUBGRADE 2" IM-19.OA 5, 6' 3" BM-25.OA SIDEWALK (PLANTING STRIP) 4T PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) PRIVATE ROAD CROSS SECTION No Scale 2016 ROAD & BRIDGE STANDARDS CG-2 5' SIDEV 6' (PLANTING STRIP) CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE 4 THE CROSS SLOPE SHALL BE 21. FOR I A WIDTH OF 5 FEET. j 3 A GENERAL NOTES (RADIUS TO BE AS I ==STREET APPROACH SAME SURFACING o ``I ROADWAY 3) SHOWN ON PLANS) rA AS MAINLINE (SEE NOTE 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. (SEE NOTE 1) I- - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. H- i- (SIDEWALK (SEE W NOTE 5) M OPTIONAL UNPAVED SPACE H- I 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE - - In FLOW LNE 7 R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION --�� -i------ REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION Q EXPANSIONOMITTED IN THE ENTRANCE.) JOINT H`• JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER _ _ SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS cal MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC. THE DEPTH FOR SIDEWALK 6 CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR BL MAX. p OPTIONAL FLOW LINE p GRADE CHANGE ® - - - 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. 111 D - 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - - "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MI 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CC-11 IS USED FOR STREET CONNECTIONS, THE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A A OF MANUALSTOPPING VDOT ROAD VGALLUE SIGHT DISTANCE D KE REQUIREMENTS.N 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION GUTTER TO PROVIDE POSITIVE DRAINAGE B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES %,��/ \ • C. I e 1'"1' - _� CLASS A3 ,s. .a, •". •°' •a. ^ (H.E.S.) X L•>. •>. • , a. . a. • ^• ' i' - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE "DM. DESIRABLE MAXIMUM NIGH MORE THAN 1500 VPD 0 X 3 % MEOIUM 500-1500 VPD 5 3 % 6 x LOW LESS THAN 500 VPD 56X 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION \V00T REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET , OP , VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 WP-2 TACK COAT THE PROPOSED 2016 ROAD & BRIDGE STANDARDS =W{ EDGE SOUSING PAVEMENT I I EDGE DETERMINED IN FIELD) CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE --------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I'/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES) 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AID BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN, 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 Y2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AD MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(G) OF THE SPECIFICATIONS. ROAD AD BROGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE �15 i ��TJ�J[JJJJ�f}f,,,ii,111 Bryan D. Cichocki !21 lie. No. 53741 a 4 7/18 ^ E o O � u N ,i N > E G; E W 3 � U v ¢ � 3 o O W W O mom. W W L ¢_j U00 z IaJJ J - LG1 M O N W N v 0- wV � U) Q W dC¢ W 0 Q In S c N iU z O_ =v ~ C Ln C N 5: v M Of a � OD J ui [C 0 O (7 7 0 H O W w W u o ¢ z 0 > W 0 0 DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 1INNINI C6 1JJ (lam i U a C/) O J LL Q J Q w CO Q aOes UL =mow M z O Q � Z O O 2 �O JOB NO. 47118 SHEET NO. C 1.1 6 c M ai c L Application Type Initial Site Plan Lead Reviewer: Megan Nedostup N� � } illUJI a �I IA " Iu LL_ a of E Ems. r )`0 F_ ro NO C O E m g i4A lV 1 LL O OLt TYPICAL MANHOLE FRAME & COVER N.T.S FIG S4-D TD-31 ■ �9 NOTES, SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH T16 DRAWING 6 TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANSOR WHERE INVERT OF PIPE 6 ABOVE WENT OF STRUCTURE. MANGLE OR DROP INLET 6 TO BE FORMED AND CONSTRUCTED N ACCORDANCE IIRH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAING AS DETAILED HEREON 6 TO CONSIST OF A PORTLAND CEMENT CONCRETE W CONFORMING TO CLASS Af OR CLASS 1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO YI N DIAMETER AND CONSIST OF STONE. BROKEN BRICK. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHILL BE LEFT SMCOTN BY LEN6 OF HHAID TROWELLING. NOTE OF THE COARSE ICOREOATE SHILL REMAIN EXPOSED. OF TO W1rTD� TO MEW SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAM �• OTO UTLLET ERT PREP PETALS OF INVERT Y.E EACH MAN OL SHOWN D HEREON ARE O B EXAMPLE • . • ' : I PURPOSES EACH PINHOLE OR DROP INLET 6 TO BE SNIPEDTEET MVDUALY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES MAD x STANDARDS STANDARD METHOD OF SHAPING *0 BRIDGE2E.0I 8OF I REVISION DATE MANHOLENuHOLE 6INLET INVERTS xs I VIRONA DEPARTMENT Q TRANSPORTATION I --- I40TEK MIN. 60' DIAMETER MANHOLE REQUIRED. O KW 3TEP C '+ mT� DROP MANHOLE PVC CROSS • C\S 2, USE APPROVED FLEXIBLE RUBBER + BOOT. s � 4GASKETED STOP COUPLING B%' DROP PIPE PIPE STRAPS -• ��;. ' (STAINLESS STEEL) o SPACED EVERY 2' VERTICALLY ♦ • •m: L. K..:iI . 90• RESTRAINED BEND -'w' SEWER • PIPE INFLUENT . , A .. .. MAN + • . .; .. • . SEWER PLAN PIPE PROFILE MIN 6' BEDDING WITH NO. 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE AC -CA BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET101NT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FrmNG SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12' DIAMETER DROP CONNECTION, OR TWO B" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 APPROVED by the Albemarle County Community Development Department Date June 9. 2021 Application Type Initial Site Plan Lead Reviewer: Megan Nedostup TD-30 z I \ 1 12" B�OL r (r.WWA HERAH Ow G•16G 27 DN [ 28 1/4' DN 7' [667mm] [17BnNn] 24' : [BOBmm ] 36' DM n 26' O O [914mm] [BBOmm 1 1/2" FRAME SECTION 13/16' 135MMI [20mm] Y (sla) LII1EJa r Fume 1. 3 1/B" 1/2' [13itad SPIN qRy 3 13/18" [79mm] • 22 13/11 2 1/B' [97mm] [579mm] [54..m 1 3, B 25" / 11/16' [35mm] 9/1 &' O.D. GICT mGROWE [1DEIAL 7rTRn] [14mm] SECTION VIEW 1/4' (emm) DIA � BOLT NEOPRENE GASKET SEE 1�811LY (2) WSNt 1/16 % S/B X 1 1/2 CoamNUT, RUBBER PART/ 00981045 SFW PPIIrJORnc [Smm II 15/8' W�1Rr OOBB125011%31/255 2400 [41mrn / 1 1/B' (29mm) DM BOSS [ [13mm .53 DNA. STAINLESS STEEL ROD PPAART# WOSWSHR 1318 ID 13D OD SS PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES: NUT HX 3/5-11 ZN NYLK 1. ALL MANHOLES RTNEN 100 YEAR FLOODPLAIN OR LOCATED N AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME k COVER. 2) M LHX JAM 4 2 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WELL BE CONSIDERED. Mf/ OW012gIon S/8-11 LI l COVERS SHALL BE FIXED TO FRAMES YBTFI LOGONG LUGS OR SBBLIAR ASSEMBLY. TYPICAL WATERTIGHT PARC Rr# OUI`1'9 BSBB.S MANHOLE FRAME & COVER LOCK LUG ASSEMBLY 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 2" BRANCH t— FLEXIBLE CONNECTION —/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " 0 INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-1—B TD-27 BRICI sou[ N.T.S FIG SI-E FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON —PAVED AREA 1'-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS • 16=MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE J.\ VARIES DEPTH OF FLOW 1 FILLETS CHANNEL TO BE 3/4 DIAMETER OF' CONTRIBUTING .• -- — SEWER. • 12" A FILLETED INVERTDR A SM00 : s', TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER ARRANGES 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 TRADE ;ATE EMBEDMENT SPRING LINE OF PIPE I. NO. 68 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 THAfI 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 NOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED ED SO BLY LATHE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. TD-25 24 8"MIN REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH 'nit iI s Bryan D. Cichocki lie. No. 53741 Z O CL U LU W O Z O Ln w rr W Q DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. JOB NO. 47118 SHEET NO. C1.2 L AIR RELEASE VALVE (ARV) NITS FIG. W-9 NITS FIG, S-3 APPROVED by the Albemarle County Community Development Department Date June 9, 2021 File# SDP2021-035 Application Type Initial Site Plan Lead Reviewer: Megan NedostuD VARIES WATER MAIN /--M.J. FITTING L 4" DIP RESTRAINED JOINT FITTINGS BOX TO METER BOX (SEE FIG. THRU W-7E). 2- COPPER 4' PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE4'UNLESS OTHERWISE SPECIFIED BYTHE ACSA • SERVICE LINE TO CONNECT AT MAIN WITH X"x4'TEE • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FlM W-BC TD-12 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (2701 2' TO 10' 18-22" LYE BON 7 CU. FT. #68 STONE 42"MIN 8' GATE VALVE •. �.; 8' X 6' TEE 2500 P.S.I. CONCRETE I 'i BASE THRU ST UST (•'.. �1. ilk y_•� '11 } BLOCK AND HR \\V// UNDISTURBED STABLE EN SOIL STEEL PILE WHEN THE SOIL IS DIRESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 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 TD-8 4" DIAMETER BRANCH AND VALVE - VE BOX VARIES .J. PLUG WATER MAIN) RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK 1O 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 YD_19 fi' MIN ns' �•{ e' MIN. . A . (22.5' FOR COWWNO 11Elai) 4 f elf I 44' MN. 4 (22e' FOR COMPOUND METER) 18 MN •-17.5'sr MK 12' MIN. MNGNUT LOOTING ASSEMBLY I NOTES: 1. PROVIDE A 6' THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8'. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C - rUN VIENUD a & ]MALLIEK 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 15" BEND USE 3 STRAPS AS SHOWN. B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PSIIZEPE A B C D E F 4' - 6 11- r- 2•- 1'-2 r 1 Ile -3 Y r- V- r-4 1 14• 11 1/P-9 Y- r-a r-0 S- 2' - 4'- Y-a r- Y-a' 2' a B-a' Y- Y 2 I/r s Y 2'-6 1'- r-e / I r JOY-0 V- r-6 r-e 3'-Y' r 22 1/2'3 s' Y-0 r-B 3'-9 r '- - -0 T Y- 4'-a' W-a 2 112*10 a'- Y-0' Y-] 3'- 2 1 4a a' -a 7- Y- 3'-B' 2 1 4 43' 10 4-f T 3'- 4'-3 6'- 2 1/4 12' V- W- 3•-3 s'- a'-B 21/2" CHART FOR UPPER VERTICAL BLOCKING Ulm HICKNES TRAP = r PLATE 3" THREAD 1 NOMINAL AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE Nos it ) CONCRETE CLASS "B" R r SECTION UQM- BOLTS OO FACE CENTER OF BOF LOOCKS.S.�OR CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. 1 NOTE: RESTRAINED JOINT FITTINGS 42' Minimum rGalvanized Q teel Beom, in. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. TD-4 Side View c d .. I14 4.4 �s-A I I Pgaml TYPICAL THRUST BLOCK IN FILL AREA NITS FIG. W-3B TDTD5 UNDISTURBED EARTH 2 - 3/4- DM r ALL -THREAD RODS._ 11 VALVE J 24" MIN UNDISTURBED EARTH Is MIN UNDISTURBED E ASTM A38 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL DYP) II� r-WATER MAIN ELM -CUSS A-3 CONCRETE SECTION NOTE: 1. ALL RODS AND FASTENERS SHAM BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE TINT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES HIS Fig. W-3C TD-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES •-101t-i 1-11 5' III 111 5' 1 1 F WATER SEWER 0 t LOCATION OF OTHER UTILITIES (GAS, ELEC-RIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER 6 SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH DI SEPARATION OF WATER B SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE ' STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 INITIAL BACKFILL 4JMI UNSTABLE g' e" B' 8" Sol MI MN. MIN MIN #68 STONE GRANULAR FILL AS 'x1,, ` "' �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 BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 FOR ALL BENDS WIDEN ACCO ANCH REOU BEDDING AS REQUIRED •L SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PWGS VOL SIZE OF CU.YD. CU.YD. BEND L H T L H T 90 Z50 2.50 101 0.24 4" g 8• 45 200 2.25 2.60 0.15 200 225 250 0.15 22 1/2 1.50 2.00 252 010 11 1/4 1.50 700 250 El 90 3.66 3.16 3.21 0.48 45 286 2.66 277 0.28 B" 22 1/2 1.66 2.16 269 0.13 3.16 2.91 266 0.32 11 1/4 1.66 2.16 267 0.13 90 4.83 3.63 142 0.83 10' 12" 45 3.33 3.58 2.95 0.43 3.63 4.00 28FO.52 22 1/2 2.33 2.58 286 0.24 11 1/4 1.93 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES. P. 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 k SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 Bryan D. Cichocki Lie. No. 53741 y/s-? 'nit E 01h NU N N C > E a E w _ Z ' 3 U u 2 LEI CCO L r � U 0000 Z W _J -M O 0 On N U W N IT zkP� U 3: 0 n Ln l w Q Ina =v C oN U Z O ~ C ur; Ln " N vM w Of d � 03 J b F_ (n 0 S l7 0 O of H w > w w � S Q U a Z O DATE U-) > 41512021 O DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. N 06 0 1� U O J _ Q W Ing Q W LIJI 0 Q a06 W a O O Z Q O O 0 T. O V / JOB NO. 47118 SHEET NO. C1.3 0 c a ai c M n c 0 3 c a 9 0 o (3 au) 20 O c � T � O (L QO lY yd' In "E x m F N O .t.. 5 E Q § a N 2 2: S2 N X C N 5 2 2 c m $ E 8F O a c o -a 0 S o a •� O N � U (p N N C c V c O Na N N c -E L LEGEND STEEP SLOPES - MANAGED I I STEEP SLOPES -PRESERVED APPROVED I by the Albemarle County I I I II I Community Developpment Department I Date June 9. 2021 I I I II EXISTING INTERMED/ATE CONTOUR , ' - - 32 _ _ _ - File # SDP2021-035 EXISTING INDEX CONTOUR - - - - �O I Application Type Initial Site Plan Lead Reviewer: Megan Nedostup EXISTING EDGE OF PAVEMENT _ _ EX. EP_ _ \ \ ` ♦ ♦ \ \ \ ` ♦ \ \ \ ` \ \ EXISTING CURB AND GUTTER -- EX. C&G -- _�\ \\\\`♦ \`\ \`\ \` I♦♦♦ ♦♦\♦♦\`� \ `�; \\ I`�\ \\\ \\\.\\``\` PROPOSED CURB AND GUTTER CG-6 I - - - _ _ - \ - > I / / / / / , i / , / / APPROXIMATE EX. 15"RCP /--- // IIII__ / _ _ / �. �� _' - /' / /' / / / ,' _-COCATIONOF EXISTING STORM SEWER --- -- =----- / �\ /' / '/'' / EXISTINGFHA' EXISTING SANITARY SEWER - � SAN-10� - - - -- - - - EXISTING WATERLINE - — —W r / /' _ - - - DAM INUNDATION BREAK ZONE FEMA EFFECTIVE ZONE A FLOODPLAIN FLOODWAY L 100-YEAR FLOOOPLAIN o 0 0 0 0 0 0 FEMA100 _ _ - - - ' _---P-----------1--------N! --- ,---------I ------------ �-- -----�/- 500-YEAR FLOODPLAIN 0 0 0 0 0 0 o FEMA500 %�i ` \ ` / / ' / . ' / / . ' ' W- STREAM BUFFER _ _ I / / r 1 -� / J' / / /' /' ' / 1/ ,' l \ \ \ -------- EXISTING TREE DRIP LINE / / _ 1 / / / / / / ' 1 / I / I / - - ---- - EXISTING TREE 15' OAK / / l ' / ' 1' / / I II - I III I \ _ _ _21 -_ ` I \ ♦ ` �� Q a a \ ���rrr _ I ♦ O\- //-``- W.02' I NCHB&(R ---- 1 UT \ -- I i OLD \ - 11 1 1 1 \\ - - -- \�--- - \ DLIY 1-------t- ---- � I I 1 \ AN -- STi1TE RO E 631 � \ \ � \ ♦ 1- I I 1 '� -- --- - - - - --- \ ` I � --- -1- - \ 1 I 1 1 \ 1 \ \ \ (VARY)IVGR/YV1Q/IDTH)\\ \\I r\ ♦ � � ♦ � ` _ - I-- 1 1----_ --_ - 1- --- 1 --- \ \ \ _ - -- - \ ` - - - \\ \ \ \ LYNCHBURG \ ` \ \ '\ \ \`\ \ \--- -------=--194.47; ROAD STATE---- \ hQ� _ _ -- - -- -- ♦—y~ --L —\ \ \ \\ / _ _ i J I I / / / / i i� i i / \ _'%ice / / ' _ _ __ _ --_ _ -- - -- - —0 —o T �. , EXIST OVERHEAD UTILITIES 6HP> > �, �_ - oH� - , / , / ' '/ '' -TO BE RELOCATED- -EL VVIUITJ 0 TEL l / - _ _ oNP _ _ _ /' .�- / / ' \ ` - -- j07'1 UNDERGROUND. CONTRACTOR / ,' /' - - - / / / /' / / / ��- - - - - _ — - TO COORDINATE WITH / / / / / / / / I . - _ _ - - - - _- -- / DOMINION. - - C ELEC�R/C - - - - ` PARCEL 09000-Ob-00-001A0 \ ` \ \ L I \ /' /' - / / /I // / / / / i TELE & TV LINES \ \ ♦ O O I / I I 1 / I S(�UTHWO�D CHARLO l TESVILLE LLC \ \ \ ♦ \ \ \ \ 1 p� / II \ \ ' / ' - - / / J 510.4 N IGHBORIgOOD MODEL DISTRICT ALLEY 1 DB.\3375 PG. 063 ` \ \ ` ♦ \ \\\ \ \ I j ; I`, -- -- __ _ )P� Nr� - ' / / / T _ - --�1\OHp� OH'1� / s1 � — y / I 1 I \ \ \ \ \ \ � r 1 / \7. \ \ - ♦ OHP� � � —�_ ObT— �= � � � � � � \� / ' / / \ � � i I I I l / ��- — ORP� QAR� -ctic T+ — — OHP� — �\ ,._ � \�`_�=== I II I / / I � \ \ \ \ \ / / ,/ / � � I I l l I \ .:.• 11 1 1 � \ -- -- - -- - _ OHp� ` = / I I i a 1 \ \ ' / I l l l I I 1 � 1 I \ \ �— OI,/- � = �_ � � � � � \ ♦ ONP / If I �I Flo, ---- N Z♦I/ / / I , / /, / / / , I O, /,// / l l/l //, // I I \ N ro vv III1111111 / /i/ii/'i/ / Qj ` - / / / / / U 1 PARCEL 07600-OOb0-OS1A0 / - - - - _ _ / / / SOUTHWOOD CHARLOT��SVILLE LLC I /\ / ti ?�\Uj • / r EXISTING %TCHES TO BE NEIGHBORHOOD MODEL D%STRICj SAN / ' l / ' i / L REMOVED AS S TE IS REGRADED _ _ I 1 1 , _ / / // / / SAN L _-� / I //l' l ////IIII l /' /I(^ WITH CONSTUCTION OF - _ DB.4706PG. 198 - - - _ _ �I II 1 PROPOSED BUILDINGS l � \ /� jI' . �♦ \\ ///,,/////////, // � \ •// ///' � � II I IIII 1 'IIII ` \ // l/ 'D I/ - \\\ ♦ \\ J/ll 'l ll'l / I l ll /. •0j '/ / Z I �`\\� \ �—-- -- - - - - -- a '/l - --------- - - - - -- /, ,/l ll l/ l I�PROPERTY LINE TOBE I\\ - - - - - - - - -- \ PROPERTIES ----- 0 / / / `� - - -- - -- //I////// _ _ _ _ _ _ _ e --- __ -- -- -- / / ✓ - - - - - I / ' ////// \ \ ARE CONSOLIDATED. / \ REMOVED WHEN PROP ` � 1 \ \\ ` ' / / 494. / PORTION OF CURB TO BE / I \ \ \ \ \ ♦ \ / \\ I DEMOLISHED RIB / , SAN - - - - - - - _ 108.05 - - 200.60� --_ WT, W \ \ _ \ ,_ _ _ _ _ n - - - - - - _ _ _ \ S29`d3'1,?"W 308.65' 490.8/ , \ _ _ ' _ / If 4b BEECH -PARCEL 0912AI-QO-00; 001 D0 9OUTHWOOD CHARLOTTESVILLE LL. - - - - - _ R2 RESIDENTIAL _------- ----- \ --------- \ I r SCALE 1 "=30' ` \1_ ` _ J-�►� , ��', --- - - - - -- - -UGP� r-J-T- / \\ I II -J 0 /�� 3'0 - ,�0, ` — - Bryan lie. No. 53741 4% $ m E 0 o+ u N � N > E w Q E � .WV. v 3 ¢ U. 3 w o wO mom. W t Q_ U0o W — N ti r -B ox 9c e Ln C = N N = U I ¢ C Lri a, o �' N a� OJ J Z O a U U In w C) Z O In w w Q DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICH(CKI SCALE 1 "=30' 66 Z J � Z O U 0,0 >2 W Q 0 w °� ' m U) J a Z Q00 0 o Z O O 0 z = X W U)I JOB NO. 47118 SHEET NO. C2.0 0 c d c L In L °0 1 _� \ �� \ \%. I APPROVED _ \ _ — — — — _ I by the Albemarle County ° / / — / \ \ / — — HATC — J / ` Community Develo ment Department o / \ \ / HER_CT � \ Date June 9. 021 / ° ° ° / / I — — — — — — _ / File# SDP2021-035 / ° ° / / I ° ° \ J , \ / / I Application Type Initial Site Plan—o o ° 1 — — 1 / \ I I I Lead Reviewer: Megan Nedostup / 1 / _ o / u\\ / ° 00 o o /r J1° /o ° oaEESHEETS o � - y4.6_°CAND o\ 450 J -LOCcP ° 2 °,BLOCK \/ i\ '\ �LI// \/\°J\�\1��0\ \°\ \/-1 \ I \\— �\/�1�\I �/ I\v \�/\ `I/O�l\� / `I\�/ \1 \�/J _°� lb\1\—\ 1 _1 \I\\ `O F,9/ \ — —r°� \ °/�/ / \0JIS\`\ \ \ \ o=\1\�\\�— 1.�/\\ \ \\ \I��\\I\\ y B\\ \. \12_/\/_9\\�%r -`4\\I \.p/— ` l'.P\�B//�J�� 8'o/_ \� %1\ \ _ \ / — — /ay°° \_. —o/_ o—j_/�O/ h''ti '/6�— � \ ,%•_/// /L/�—/\ / Ol`/�/ O \ //—C/ 3C/ -^ /n=w\ _--/�\ /',- l_\--,//.` i-i�o/n1 _ /— ° / o -- �i�"oce _�, �_a/_ i-/,``_J /\ern � �Kc/\ \ iS-\ _�-- � — —h\ �v — \ _//C� _—�'_0C _ n_�/// E�_ / /_ aE�_/ /_ Tc / \�°]iS//\1/ �%__ � _ jaCvr ��0\/41 rT\\ /. _��\'/.f / � \//�\C//%�\//n /�1c�_G�%' j\7 `/\fo-c�`l/�/i- / '/!/ I / 1 \ n/%`\ %/P ��O .tid!� /_\L�/-,\ �/ /�\ J`o —/ "\�.�= <-/ I \1 . \� '/ '\ 'II\ 1 0\ v_1—p\�\O/�j— vli _ ° \\ `r,i ,V1I ^ 'G\�C//\\✓ � \2\\\\° \ �\ \ �\\tI \\�\1I,\— �—L�\`1J� o: �_ �a\ \C/qt�- ✓.—���T \I'\_��""" �/'%"n ✓.I`��\l ` /_ ✓ ��/_\ \/ /�\ /�/ �i /\n O\,\/f�/I(J1 )/ y�\I� \LJs�\ J/.` i�) ,/\ / —/ \?/_�OC/a,\+'S �/ ./\�voy,/ LJc\- J, �� /\ \ �'Wx!_\� /j°/ /\/►Q l� 1\—//�1 �9 \�IL �// I P, \/R\\O\ Poo � ` —l \ /b °,/°BLO K 2 BAR 07 J5 ,j�/% we� / ti°/ y=bo ESDAUiB€TAI D L 00 544480- �O 4.5, AND C50// °01�o° 0 6,-- o TING R/ \ \ WnI�\�SA�\ \ 20\— ' ` "NEE Mr. TER In 0 ° 0 ° o oo.o 0 °10'4� 4B. // ° ° \ s / 0 ° °' _ _ ___ ° BLOCK 1 L K5�1EfLOCK3 ° If /I, 00-00-001DB CHARL OLEE2hB %�/Ju PARCEL090A1- 111�1 L, oI o u It'll, SIBEIAC \ ° �75Pe�osa SOUC�RLOTTEGlLLELL 45 j�H0I �CD z NEITGHDDL�IiH/4773P9 3280 1 °BLOCK6 O�20 �9NlT ° gEWEA/ --�' CK°I \42p T ° ^ of _\ TRY• o D.B-2�1 `/ — o� \�o ::3 A \0 l °I \\ � \ / 7 a G/ d \ \ % / / \ _ / io 400 CT / d �IF Y r ° o \\\\ `/ \�• Si\/�l�1\\I'�• /_/60 0 °° �0 /-430' yJ 2 _0O %b O °°° ° ° °O ° -400= ,\ \\/ A\ / I\ i \ \ \\ o P °_�6 _ __ o °u/' Busc�— ° gip— 0 C °0 0 ° o° o0 —U ° ° oo00 °�00-//1 °\ \/ \0 —oo\ ° o \� °o 0 0 � \ \ /\ -- J\ \ \\ JU \ _ _ o / / �.B d ZONE �� /— \ \ \ ° ° \\ \\ d \\ \ / rteZ \/11o_ ° o �o oS4E\ \1\—bs��\ \ °°°° ° _ ° d° ° 1 _� °°pomp°°%o ° _\Ilk 0 \\\\ / /a ° I°l °r \\//1°\\\ ti� .\\�0 NOTE: BLOCK AREAS SHOWN PER CODE OF DEVELOPMENT "SOUTHWOOD PHASE I - A NEIGHBORHOOD MODEL DISTRICT CODE OF DEVELOPMENT." i 1 I 11 II I I Bryan D. Cichocki U l.ic. No. 53741 A� V161A1 O� �SSIONAL 'yG �i11, 8 0M E Nu N N C > E w ti E �rjw3 a�0 o. � Lit QJ UOMO W J—Uj 0 C7W N� 30Cn- 0 1 =w v In S y ry >� a �01 01 u N d � 0 W to F- z 0 a U U In w 0 z 0 w of w a 0 a DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=150' 06 UQ O L Q z QQ w m LL J Q W o QU 0 O O T� i O JOB NO. 47118 SHEET NO. C2.1 LEGEND: TH CF Gf CONCRETE SIDEWALK a0 J 1� APPROVED Bryan D. Cichocki � 0 HEAVY DUTY CONCRETE by the Albemarle County — — U Lie. No. 53741 evea Community Dloppment Department / /s/Z Date June 9. 20— — — — — — 21 - Ao 4 HEAVY DUTY ASPHALT File# Sy a Initial Site — — — — — _ _ _ _ _ _ S%NAL G� Application Type Initial Site Plan _ ��I APPROXIMATE LOCATION OF Lead Reviewer: Megan NeriostuD— — — — — — — — — REROUTED UNDERGROUND- — LIGHT DUTY ASPHALT - i1TILITIE�(BYOTHERS). SHOWN — — — — — — — ` a� FOR INFORMATION ONLY. UGP GP GP o E MILL AND OVERLAY - - OHr— _ OHT — O 'tGP GP N — OHP— OHP— _O P GP P_ ia� ` GP > E DRAINAGE DITCH �HP�---= GP V w 3 a L 3 - - - DUMPSTER PAD 0HP1 _ _ _� OHT_ _ w W "M r� O/y>. I Q J U aD Z w J — vi O OHT� K > o N F _ a o Oha RETAINING- Z U MAX. HEIGHT t9.5' 1 Q 18'. • , TYP.: J1 \ �S yry Z (� ..• ~ Q Ln C W TRANSFORMER d v m J 24 I / DUMPSTER 4"X8" TEE R3' /-� 1' ;:•, / 10'SETBACK PAD TYP. o W 1 R5' : •' . I '. W .. o �, : • 16 x,� 10' SETBACK ' o 0 �F_MBLY 6X2 TEE BLOW -OFF � •. d • ' . • . � Ut3• URE FIRELINE'F' l (71J�� �w DEVELO I CURB CUT �+! `> w (TYP.) = a �I I BIORETENTION TYP 2" METER / z 0 DOMESTIC LINE'E' R O DATE I 4" DIP I (3) - 4.8" RISERS I 41512021 o SOUTHWOOD APARTMENTS B 925 > DRAWN BY 1 26'(4% LIHTC) I / © K. ROESER I � . 6'. • DESIGNED BY I.1 B` ' . • ' 5' Z I ;TYP: 6 a�. K. ROESER II TYP. SOUTHWOOD APARTMENTS A 26 _' • CHECKED BY I BUILDING 1 • 6 I ' • � (9%LIHTC) ' :Q • : TRANSFORMER • B. CICHOCKI •4 SCALE I / I 1 / 14" DIP I • 237.9' `. 1 "=20' I .. FHA • y I d R 12' I/ 22.5° BEND ^I 66.5' • • 10' SETBACKFIR ELINE'G' ° FHA (4) - 5.79" RISERS 6X2 TEE 8' C6 v BUILDING -MOUNTED FDC SAN BUILDING -MOUNTED FDC; " AN R9' -a-SAN SAN 20' C c C R 2" METER ° 450 BEND ' AN v J W W R15' 4 90' BEND " —W s W R10' 10' SETBACK c ` 5', _ DOMESTIC LINE'B' Q FHA I O > `• a 4"X8" E °, ° .. J w V i Y _ W > 7.s 21.02' ° . °• ' LU co 6.1' SOUTHWOOD APARTMENTS A Q ---- v' BUILDING Q u_ — — — — — — — — } — — — — PARK SPACE s (9% LIHTC) = O� ---- 8.3' / 6,500SF O ^ z • ,I S 5 r a SAN 0 S I Q OU • •` 'a ° v . v SAN aC2 AWNING (TYP.) O Q S WEIR ON ' � J M N OL`' O C e O P SAN �. ILLAGE 1 — a. .; R25' S — NN 8X6 REDUCER ® V/ DUCTILE IRON v .;' " \ / 25 v \ \ ROW FOR PRIVATE ROAD — '.. .• . • ; "' \ i I PO 03 JOB N0. \\ \\— — — — — — — — — — — — - 47118 \ \ \ \ I I I SCALE 1"=20' RE SHEET N0. r , f \-------------J D 20' 40' C4.0 L LEGEND: CONCRETE SIDEWALK Bryan D. Cichocki 'Z, ----------------------------- U Lie. No.53741 a HEAVY DUTY CONCRETE A� y/s/zi — — — — — — — — — \ / � HEAVY DUTY ASPHALT o��SSIONAL J / 07118 LIGHT DUTY ASPHALT GP J IGP GP GP / o E rn $ MILL AND OVERLAY N c / > E G vE APPROXIMATE LOCATION OF _ w _ — DRAINAGE DITCH = oHr REROUTED UNDERGROUND I � � � 3 I GP UTILITIES (BY OTHERS). SHOWN ' a w o � 0o 3 oHr FOR INFORMATION ONLY. z OHP_ _ ��C \ I GP APPROVED a u ui z 1' W t sn by rle y M OHP� Community DevelopmentaDepartment a H ,�, N a RETAIRIN Gp I Date June 9. 021 P I z W ; File# SDP2021-035 p ' U, MAX. HEIGHT t9. a w ' Application Type Initial Site Plan � � „� o 1 DRAINAGE DITCH A Gp I Lead Reviewer: Megan NedOS(Up I = V > O CO I / I DUMPSTER GP I to F- ' c 10' SETBACK PAD 0 0 10' SETBACK f� 6X2 TEE FIRE LINE'F' / w w = a 2" METER / HP/ / a R15' CURB CUT 24 / I o DOMESTIC LINE'E' (TYP.) / n DATE (3) - 4.8" RISERS � F SOUTHWOOD APARTMENTS B ///7n / / //I Po 0 4/5/2021 (a% LIHTC) 9`25' / • I!' : I l - . I . - - _ I O DRAWN BY I / 237.9' I �f 66.5' / 10'SETBACK 7.5' -RFNr 6.1' 1 1 DRAIN 1 8.3' 5' .. v..... a • s SAN c SAN V \ \ j U) L ROW FOR PRIVATE ROAD I I- - - - - - - - - - - - - L------------J t 900 BEND V , JOB NO. 47118 SCALE 1"=20' SHEET N0. I 10'SETBACK APPROVED by the Albemarle County Community Developpment Department Date June 9, 2021 I I I I I .71174 P �a 20' SANITARY ACSA EASEMENT Ar 20' PUBLIC DRAINAGE i EASEMENT IVA Ism 1 �1 EAST STREE '• 5'SETBACK I� - --' - ------1--- 11+50 1 + --------+------I------- F-------H--_-- e .------ N2943'23"E R498.5' rn 13+50 _-- 1 1 Y T r __j - 1 — — — — _ _ - - - - _ EAST STREET r J // - CURVE INGRESS/EASEMENT _ 0 = 3'46,41 1 - — EMERreN ACCESS EAS MENT & 1 L----________J R=486.51 STORJM ATER CCESS T= 16.05-y------ EMEItT- / I L=32.08 -- J LJ C=32.07 L- ------ I • •I L_ JPC = 11+33.32 I r _PI = 11+49.36 PT = 11+65.40 ------------- i� I—� L--------------- // I EAST STREET - PLAN 1 IYACSA EASEMENT III I I J I I 50n In co co Co ci ri rnrn +co v 0 r II � II > O w V J O (n LU r 11 > > > d 495 ¢ L4 W 495 In a> s 0) to Ci N � O Of ,.may + + V II > Cj) W — — — — a CL 490 lI I 490 485 485 480 480 1n N a a v c a v v a v File# SDP2Lie 1-035 Application Type Initial Site Plan 9+50 Lead Reviewer: Megan Nedostuo 10+00 IiiQoId 12+00 EAST STREET PROFILE HORIZ SCALE: 1"=20' VERT SCALE: 1 "=2 11119II4I11 IMMIUI IEM'18I SCALE 1"=20' 0 20' 40' 0 20 PROFILE SCALE NOTE ROAD PLAN AND PROFILE PROVIDED IN INITIAL SITE PLAN SUBMISSION FOR INFORMATION ONLY. UDCichxkiVAIAI 0m E NU N N � E w ai E x- �u133 � 0 3 QJ UaMD Z w j — v O Z_ Y' y� U , w o< �v U N Z = U > O c n In v" N W M of a m W to F- vi O t� 0 0 0 > > w 0 Q Z 0 n DATE 41512021 O } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' • • • N J6 l� `Vv'I i U LLJ O> JM WL7QQ G '06 ' co m J 7 Qo U) 0 0 U O 7 O O 0 2 0 1 ENNIS JOB NO. 47118 SHEET NO. C4.2 0 ai z N C L C C L I o- 0000000 ° e3 ° (w/M- ! _ g- /�. I�j�__ .j\ g J_ \\_C' �/I1;;;\ >�1 \/B IC f>�, 1n_>�y�-O\1M>�MC i\U>�7,Y 1 T>�G\I;° 1 `I��\\>�_ J >�\ _ U J _ ' >�/ II>�I_ \-�I\/ I =r\M-M�/p UU�-U - -,� I 7.I;I- I, ` s• _ �$ti`\/L -a\\`/ •�-- � 1 _ ' ••• �•LLpWp zW � Nuco�o op Bryan • ronNSv3 o (a/ I/n O/NDS.A/CL�izpz>.cNuOTLQh/ o1 wc1 Gk]"Iil =e No 1a�y0`!2,APPROVED ° by the Albemarle County �1 pCommunityDeveppent Department Date JuSCALE 1"=100' oe9012 File# SDP2021-035 Application Type Initial Site Plan %ll; 100' 200' Lead Reviewer: Megan NedOStup o 11002' W--- OLD HBURGRDA STATEROUTE631 91A7, (VARYI °oC -------- _ ° 7 2 _ \Uj Io VDO�SIGHT ° ° ¢ ° o MANAGED DISTANCE ° STEEP SLOPES EASEMENT °°ry O ° ° () °; ° Of ° u ° ° \ ° Q iD o < o o v�O ° v ° ° ° � (, o IV I°° /e ° ° Q4 ° ° ° Q o S o/ZO ° a/ BL C / En o STREAM BUFFER/ o FLOOD PLAIN 1°° o CONSERVATION AREA ri I � 13 ELD000 \\ o iL D/° o o TTERNUTLANE- 0 0 o N / TT 0 \ DATE / o 415120~ 20 1❑ ° ° DRAWN BY ° U�° °° ° ° ` ckj n o o o o ° �\ 11 K. ROESERCz :31 ° J u DESIGNED B Y°� 7 1I I ° � /°° J _j K. ROESER o o PARCEL 090A 1-00-00-00 IDO SPa o CHECKED BY0 N�RiY� 0 ° ° U R2 RESIDENTIAL A U B. CICHOCK ADU I0 -DB. 3375PG. 063 'I NI \\\�/ SCALE A u PAR J ° BLOCK 3 (4) I i �� \_ CUM), TRICT U OC iW_ ucr D I °5 w A AU I u //APLIfool""' �i\ ❑ ° Iv °,amADS � ` °� IBLOCK 6 ° ° 11 1 PRIVATE 13 LTA \ �BLOCK 4 oSEWER EASEMENT -.:::\? or \o D.B. 2984 p. 688 lr J 1� o "'.5� / o ll4, SLOPES /'/ /\ C \ o TYPICAL) °Ioo °K SI \\ ILL o , ° \ °G�yV 0° �co - ° o y 0 IQ 00 o O oLSANITAF \o WREASEMENT UGP°- EXSNMtr27 ° �D (WATERTIGHT) B. 2984 p. 688 /� ucr�- T FER O }}V TOP = 398.1 Z\_ - o �o EXSANMH26/ UG �llQ99P8o 0 ° o �-Fpr .hTNEN;: G o ° - J (n O TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY ASSOCIATED PLAN(S) LAND USE DESIGNATION BLOCK DENSITY RANGE REQUIRED (UNITS/ACRE) DENSITY PROVIDED UNITS ACRE AREA (AC.) DWELLING UNIT RANGE REQUIRED AFFORDABLE DWELLING UNITS PROVIDED (ADU) MARKET RATE UNITS PROVIDED (MRU NUMBER OF LOTS PROVIDED GREEN SPACE & BUFFER 1 0 0.0 8.0 0 0 0 0 2 0 0.0 1.3 0 0 0 0 NEIGHBORHOOD DENSITY 3 3-6 5.7 1.4 1 4-12 3 5 8 4 3-6 3.3 1.5 5-14 2 3 5 SDP2020DO048 URBAN DENSITY RESIDENTIAL VILLAGE 5 6-18 3.8 7.1 60-127 44 10 27 NEIGHBORHOOD MIXED USE / NEIGHBORHOOD PLACES 6 0-28 0.0 1.1 0.31 0 0 0 7 0-18 11.7 0.6 0-12 0 7 7 8 0-18 6.0 1.0 G-17 0 6 6 9 G-34 8.3 1.8 G-61 0 15 15 SDP2021006 URBAN DENSITY MIXED USE 10 6-34 14.4 1.8 11-62 16 10 26 11 6-34 8.3 5.4 20-182 0 45 45 12 6-34 0.0 3.0 13-102 0 0 1 0 THIS PLAN URBAN DENSITY MIXED USE 11 6-34 17.8 5.4 20-182 51 0 1 12 6-34 23.4 3.0 13-102 70 0 1 TOTAL 34.0 150-450 186 101 141 ° \ ' \ 1 r �/ _ Vol _/UG1 \ GT ��-- tXSANMH23 0 \ \ I o _� I In (WATERTIGHT) o TOP = 396.1 , / I 1 I l _ '' 1 \ / � \ LJ O O/ /• I _ o l.1.=389.0 ���1 / 3f9.8 lN / oI /°I�l l'n lI( // `//�) //j �!✓� �`���/��\\ J \\Y_>\\��\��\ 0 - --iJ • ��� �> �\O ���DGP��� ��.\ \ \\ / \_-� \�.\JOB NO. `° __UGT °r47118 ° SHEET NO .° �\-U ° UGT C4.3 c O m 0 L 3 a z0 90 ° o 2z 20 o c F T O a � C y � C a 8 0 cc 0€ 0 m me �v `o �o 2N aEP Z Y N y J y X C° d nl U 2 d N in8 d� Eg a O m c b �a 0n N � U � c '^ C U O 0. 0 N N � E L ° o TH CLASS B TYPE 2 \ J ' 0 1493LFRIANTRAIL } )PEHESJRIANTYPE2 ° 1 - GLo LVNCNBURG ROAD------------- 0_ \ f _ - ' - OLD LYNCHBURG ROAD - j - BLOCK 2 - _--- - ° \ P-EAAENtT� 110.02'R/W__-_ - STATE ROUTE -'- - _ _ - Ic oc �A \ \ BLOCK J - - SPACE (VARY 91 47' N' f _ - _ _ U /o INS - fi79SF)----- ------ ' - .- -A� 5/Z� ��• lie. No SCALE 1"=100' \ °° BLOCK 10 / / PLAYGROUND 471I8 0 100' 200' \ \ APPROVED '� \ by the Albemarle County 0 ° (1600 SF) 4 S P 2 + o / I 0 \ \ Community Developpment Department /0 �VDOT-SIGHT _ _ - I E A TRAIL - " 0 I 0 \ \ Date June 9, 202X. 1 MANAGED ,/° DISTANCE O r - - -' I 0 - 0 E 0 I o \ \ File # SDP2021-035 STEEP SLOPES r EASEMENT `S ' I - REMAI R IIIII - /' ON N , o I o '-Application Reviewer: -Megan Initial Site Plan (TYPICAL) /�\ \ I I OF BL 1 T III III + ,t/ > E 00 I I \ 00 Lead Reviewer: Megan NedOStUp o ) TOTAL G �. I _�,_,,,- W _ DEVE U ' / > E Io 0 I °00 \ \ \ \ (o9>4t SF) / - - \ \ I I 1. 6 • ¢ SEPA CO �/ - Z. w to \ I � � ` �nVi .v+ 3 I 70 \ O° \ \ / // / \ PED IAN TRAI / LOCK 12 w O m I o0 ` o \ \� / / �� /6 / / - \_�_ _ _-_ I 26 Y Q _j U co Z I I O O ` 1 / O l�Q IO I / �/ 3:0 -x Ln LU O 0 \ / / O° / w / O i \. / E A S T S T R E E T \ 4• , = > kO ° O O O / S --NEW HORIZON ORIVE -- - - -^� P� U N� 0 ° \ �� ° BLOCK 2 �I T I 5 CLASS BTYPE _ r`� �g cm 1 L a o STREAM BUFFER/ °° ° / 6 EDES ANT PEDESTRIAN TRAIL ARK ^ - ACTIVE USE REC. ` O v LU - - - \ 0 1 FLOOD PLAIN ( ° I (MINOR BLO LINE (230 LF) C� I (i143F � C ( ❑ c O 0 0 233 i0 PE TRIAN TRAIL 1 AMENITY 6500 SF - a o\ CONSERVATION AREA °/ 1 1 1 1 J (11 I�F) n I BLOCK 1 1 -- r u` I - °D J 0 r f \ADJUSTMENT. LOCN I I. ° o o L ° .6 / REAS MAINT INLzl \5� \ PER SDP202100006 _ J o\ J o / / ° 1 IWITH ADJUSIt�E°pdT ` INITIAL SITE PLAN v . v,• , i ° \ \ `� ✓ o _ ° 88/ L�CK _ /�1� ( z APPROVED ON o \o o /o° o o ° ° k `�� J� Gp TO L OPEN SPA'3/912021. PROVIDED ITTERNl9N� - o \ O - - r 0 ( ° / 0°0 / / ONLY n p - �Tr_::,:• ,. •.ANe I r- i (D u �(1.84 C) FOR REFERENCE - > N 4 I/ `0 �_ - - _ 0 ° - - - - - O � � � I t \ ,� 0 �+'T.� ` \ lI L) \` \ � ❑ i i�l /� Q ^ \ Q. y.. I -r ^` p�4 \ \ w LLJ ° o 0 0 0 ° ° O ° 0 0 0 ° / / / L R� t-`\\ , n o Q 0 n \ > \\ �\ \ 00 / ° o 0 0 0 0 0 0 0 ° ° ...o ' " ONN TI II �J / �/ I \•\ ` / - \ yCC / \ C /Gl� a U1 DATE / 0° I I /� 0 GA N ���a I I !� C\ JO \\ _ _ a�� \J I -f p j 41512021 O I _ I J (3080 SF) I _ 1► \ \ _ SO c I� 0 DRAWN BY �o _ / _! �� - - W '\a TiTF v,-rl y✓ `V V -. K. ROESER / o III o �" / c v /� v - J17 I I BLOCK 1 °OV "PIN PER SDP202000048 r ��` , \ �\ "�/ s��� / I DESIGNED BY / APPROVED ON \�\ V / `L\\ �I // V • / ° ICI / 8 / Uk BLOCK 3 11123/2020. �i / / \\ \\ c�, I J / K. ROESER o 12I o r PROVIDED FOR / _ L • 1 I I >� °� _ •- - _ . U \\ i / CHECKED BY ° I I / REFERENCE ONLY - / D� LL ! W - • ° - E ere r.. _ - - ..r / N ` /� , --r_ _ - - ° III I i i B. CICHOCKI 0 BL (2636 SF) r i I i / / / 2\ (� \� UGr - �� v n `° C / a• , d • • SCALE o III / ° / ` LASS B TYPE 1 ° PRIMITIVE TRAIL 0 (404 LF) PLAY FIELD / / / /' i 0 / /' %�.. \\ \\\\ Ir/ 1 "=100' o I (4140 SF I V i \ / V �tr� 0001 \\\\ ✓'//\\ I i \ QTi' ' 00 I2i' 0 _ TOTLOT i' I / / I �C `��/ \ �� \ \\\ J y , i \ ` \ �\ 0- )0 (lasssF) PAJFF��I�� lI y ° o PRII BLOCK BLOC 4/'` ,� - G1c\` N / o f \ \�,. ° 9 D.B. 2 G PRESERVED \ rz� �X j J` \ v 7� \ 0 ��D.B.2 V STEEP 0 " \ D.B. SLOPES RK !�/ / Q ��O'" o TYPICAL) 1 ON y \\ \ OV Q \ I / %, _n °° / , �� \ ° 0 1 t(INUE) (��/y� � � rr � -w� �� /�` � �� \ C O Sh- \ wo0 - \��5 �° ° ° ° (rJtP B VVK % / `i� -�\ �_O •.G/ n \ /// \\ `:'$`fie \ f J � •t4 ` I _ _ __ _� ` ` / C\ \I °° 0 o �r -� _ _` TRA `Lc; \ .► 0�4 0^ / / �\\ 1 , \\\\\ \a I �/ `�' ° 0 ` / ��A ESTRI / / r�,Eyw/// Q \ \ i \ ° o \\ � �� _0 0 0 0 o NECTI / �. \/ / / C = _Z? O v \\ \ / / n ' ` G n LdLl TABLET MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY 7 ytI ��`��°w J c J OPEN SPACE OPEN SPACE TRAIL &PATH TRAIL &PATH REC.AMENITY& REC.AMENITY& TOTAL GREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY V+ \ ` \ \ c �'' a ASSOCIATED STEEP SLOPES MINIMUM RECREATIONAL AMENITIES&CIVIC RECREATIONAL AMENITIES& CIVIC SPACE �/ V '" "''0 ��s \ 4 % a LLI BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVILSPACES CIVILSPACES SPACEREQUIRED SPACEPROVIDED SPACE REQUIRED SPACE PROVIDED /"/ 6,`•�;3 O p ���� F;. / PLAN(S) (ACRES) SPACE REQUIRED PROVIDED T--_ y / F*.E� \ /� :'vUw$ // w (� 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 1 PRIMITIVE TRAIL 404 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 0.75 10,000 2,011 / / rT/ Q D_ 296 LF CLASS B TYPE 2 PEDESTRIAN TRAIL oe �/ / //� �Q� \ 1 S'q \ / // a LL (f, SDP202000048 _ ��/ Sc -\ \ /� '___ - ❑ \ \�- 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 8,700 1,489 ( ,r_=====cs \ \ c W Z LU THIS PLAN C / S' I '�' c p 2 TOTAL OF BOTH PLANS 1,789 LF / \ \\ \ / - G 1 v / \ Q U O 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 \ \ J� / G1 U f7 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 =\ O SDP202000048 4,090 SF PLAY FIELD �\00 V / 0 C \ �, '� - -- UGT ❑ C \ \\ O 500 SF NEIGHBORHOOD PARK 1,866 SF TOT LOT \ - I n I� / 985 SF COMMUNITY GARDEN a 3,080 SF GARDEN \ 600 LF CLASS B TYPE 2 TRAILS 5-8 0.00 0.00 1.38 0.12 0.03 0.11 1.07 1,146SFPARK 0.23 1.03 10,500 23,359 _ 10^ 3,940SF PARK 4,000 SF NEIGHBORHOOD PARK OR REC. 1,855 SF PARK AMENITY 2,636SF PARK W C3 223 LF TRAIL PEDESTRIAN CONNECTIONS 500 SF NEIGHBORHOOD PARK 1,600 SF PLAYGROUND 1059 SF AMENITY SPACE t b 4434SF OPEN FLEX SPACE , \ Q > p� \ \ jUG \ �\ SDP202100006 9-11 0.38 0.00 1.64 0.50 0.505 0.13 0.32 2,170LFCLASSBTYPE2TRAILS 6,779 SF REC. AMENITY 0.63 1.41 22,700 35,870 ,� I \) UGT A\� 5,000 SF NEIGHBORHOOD PARK OR REC. 2,704 LF CLASS B TYPE 2 TRAILS: 1,493 LF BLOCK 2TRAIL \ \ / �1 0 - ucr / AMENITY 1,211 LF CONNECTOR SITE PATHS NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE THIS PLAN 12 0.00 0.00 0.00 0.00 0.00 0.15 0.15 6,500SF ACTIVE USE REC. AMENITY 6,500 SF ACTIVE USE REC. AMENITY 0.15 0.15 6,500 6,500 TOTAL 2.28 7.07 4.12 1.05 0.62 0.39 1.62 10.41 3.61 58,400 69,229 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD bFOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9,10, AND/OR 11 CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF 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 OCCUPANCY IN PHASE 1. JOB NO. 47118 SHEET NO. C4.4 0 c d c L I i I x i APPROVED by the Albemarle County Community DevelopPment Department Date June 9. 2021 File# SDP2021-035 I - Application Type Initial Site Plan— — INGRESS/EASEMENT Lead Reviewer: Megan NedOStup EMERGENCY ACCESS _ _ _ — — _ _ _ _ _ EASEMENT R STORMWATER ACCESS EASEMENT OHT 111T — —O T----—oHT —OHT— — P - — — OHP— — — — — OHP— — — — — OHP 1GP — — OHP— — 4"X8,, TEE I Ili I I 4" DIP �I I II II I I {4" DIP �I i I D Z I I I I I I I II I I I —I II II I NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND FOR USE IN RECORDATI ONS. ri STUB -OUT r_o ' IGP L OHPI _ OHT L > I / �I I !20' WATER MAIN ' ACSA EASEMENT J / 1 / i Saw, . SOUTHWOOD APARTMENTS B (4% LIHTC) s 10' SETBACK - • FHA I I 4 X8 E > D. •• SAN S _ Sfit a. or i AW A67 i A i Asi ori_�i i i Al Al i AV AV 1 1 .ice _ , • • a . 0 gle !a- •i� 0 61mi\ - C --SCALE 1"=20' — — — u cu 4u 1 GP 41/18 �1Nj o o E u N � N C GP > E Q E w H W � 3 GP � a 3. oLL2 w0,a� < j Z w�—in O a y N N d ~ E v U 3:0 LnQ Ln dLU C aim 0 . Q D _ \ p S > N Z •• =U jd H y OHT, _ 0 ry > / _ • w p • ' � HP� _SOH a� Of IW- 10'SETBACK / — ui 0 I W w w U Q I Q C) Z O • U1 DATE 0 4/5/2021 e } DRAWN BY K. ROESER / DESIGNED BY a`. K. ROESER SOUTHWOOD APARTMENTS A •• / CHECKED BY BUILDING 1 • (9% LIHTC) / B. CICHOCKI • I • • SCALE 1"=20' `• N 10' SETBACK 20' WATER MAIN a' ACSA EASEMENT L 66 „w �wa • . 00 LL LLI / SOUTHWOOD APARTMENTS A Q W / BUILDING 2 < IL S (9% LIHTC) T 0 w OU w / 20' PUBLIC DRAINAGE O �a0 20' SANITARY EASEMENT \ ACSA EASEMENT iiiiiiiiiiiiiiiiiiiiiillillillillillillilliiim `O \ I 3q = S ) I' ' JOB NO. — — — — — — — — — — ---1 47118 SHEET NO. L_--------� c4.5 10' SETBACK � /' 7 Y 0 c d c L Irj1-O FIA. _OHT — OHP� SOUTHWOOD APARTMENTS B (4% LIHTC) TRENCH DRAIN 10'SETBACK \ VNE 10' SETBACK -\ I I i APPROVED the Albemarle County _ _ mundyDevelopmpentDepartment — / Date June 9, 2021 Gp File# SDP2021-035 G. : I P Application Type Initial Site Plan / G GP Lead Reviewer: Megan NedostuD ��-- � I GP I I I I ' Gp I I • _ o Gp ' 0 I I I I ' � 2 OH GP 10' SETBACK _ �_ I � OHP— _ 4— P —_ - — _ � OHP — OHP OHP— — OHP I ONP-" oror� _ o 0 2 i • • _ OH Bryan lie. No. 53741 47/18 �i�ii o m E 0 � u N � N > E y E w 3 <Uj v U. ¢ a 3 o O w wO mom. ¢Zj U00 Z w3—vi .. O a �WrvN ~ = ¢ ¢ U Q d i cc w w O o<"=v ^ S C N U i Z O = ~ C � In O N > �m LU of a� W J O 0 F O w OHP/ z O •,' HP� - (n DATE I > DRAWN — o � 4/5/2021 � o BY a I K. ROESER v /DESIGNED BY ' a ~ / / I y I •� SOUTHWOOD APARTMENTSK. ROESER A 1� / /��\ 1 / BUILDING 1 :a (9% LIHTC) I 10' SETBACK A20'WATER �V CSA EASEM NIT ------------- I -J 20' SANITARY ACSA EASEMENT SOUTHWOOD APARTMENTS A BUILDING 2 (9% LIHTC) v /F- 20' PUBLIC DRAINAGE EASEMENT MEMI C 5'SETBACK INGRESS/EASEMENT EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT — 6'•W 6"W 0) l I ECH TER Y Ly- l,--Yj Y 1 I v 20' WATER MAIN ACSA EASEMENT I I • CHECKED BY • B. CICHOCKI INGRESS/EASEMENT EMERGENCY ACCESS SCALE EASEMENT & • 1"=20' STORMWATER ACCESS EASEMENT // < Mom/ W / I \ I V \ \\ 0 > Z \\ J J a \ 00 \ w \ ED Z \ a W Q o \ \ O W \ Q U V� z 0 0 D 0A. I Og3 JOB NO. �P 47118 SCALE 1 "=20' SHEET No. 0 20' 40' C4.6 c ai c L u l \ \ EX. cmp \ \ , o APFjROVED _ \ Bryan D. Cichocki � \ -\ \ \ by the Albemarle County \ \ ` ` \ ` \ ` \ ` - - - _ _ Lie. No. 53741 a \ \ \ \ / AQ2 A� S/I \ I ` Community Development Departrhent \ \ \ \ \ - - - \ \ \ - > , \ \ \ \ \ \ \ \ /: 0. 483.53 _ Ao / / Z �cv4 ` Date\ June 9 2021 \ \ \ � \ ` \ ` \ \ \ \ \ -- File # ` DP2 21- Q`�—c` \ \_ \ ` \ \ \ \ _ ` \ ` \ \ \ \ \ _ \ \ ` ` - \ \ \ \ \ \ — — — \ \ — — — i — — i �SSIONALG1 `Application Type InItIal Slte Plan � __ \ \ - \ - - —`- - , - _ ` I \ \MeaanNedostut� \ \ - ----� -- ----__smaim E OHT I— — T T —P 7 T- — 7..—OHT _/ ' I T -� OH j ` oHP—' ` - - - -"`�� • - - r ; GP _ _ 11 -P^� ! BW 480.51)'A i / _ s OHP ` = T'— OHPf / i - '/ / _ , ' �5� _ _476' -- DHR_ — \ 1 p ' 4 1 > - - - A� 9' _ _ / / '� 412' 'A73 ,,74 \ - - - - \_OHT� \ w n i' - _ I I I - - - l''' A�p90 - 491- _ _ - -- GP ' / / H V w 3 00 LL f'19 \ \ HT l/ I I J _-- _-492' IncLi Z :-� 7P, \ TIC I i 479.38' ' OH \ \ A / ` _ _ _ -493- ' w J — vi O_ TIC \ — \ l \ _� HT / 1 aL > N F TC \ �P \ sr� \ ONi �\ \ \ f ! I A� a T 479.54' \ \ a` �\ \ �' ` \ ` ' I I 11 _ _ / 49 Z F y rY 478.34 \ \ ` \ \ \a \ cO O)/e / I I I > a?i F0 C � / oC K ti w tam° F aisoe I 1 _ I I \ \ \ ° M LU / m I \ 1 \ Tw so.oa' _ \ 120 d TC ao � \�1 BW 81.31' \ \ toF- 4-1TEE // // a \ \\ \ \\ , I I 10'SETBACK \ FFE=493.00' Ln TC 492.82' / W o ' 2 T 203 ab 10' S K a0 L0 / o / 1 TC / 4 / J I I / I iLOW-OF Frlf 477.48' / / ,� / / / I , / / •' I 1 7 I / / I n RD1 119 > ~ a o \ in DATE I 4"DIP `\, I / \\ \ \ / / / / / / / �6 Tw 90. I p o= 41512021 SOUTHWOOD APARTMENTS B \ B 91 t' TICu } DRAWN BY / I D15 \ I (4% LIHTC) FFE=49175' / • \ 9266' L I / / _ -' FFE: 481.50TW491.59' 4sa. s' EX 118 \ K. ROESER ' BW 491.2/ Ts / I I / •, / FIFE 1: 491.75' 491.49' E I It DESIGNED BY ¢so4 .30' I l31/ / a •� K. ROESER TW 491.0 ' / / / SOUTHW OD APARTMEWS A • CHECKED BY BW 490.6'/ / UILDING 1 TC i TIC �� A I (9% LIHTC) I as2s7• 0 / aye 480.34' // / //Bw"jv57 / B. CSCALE I / I HOCKI a1 / FE:493.00' 117 • • SCALE DIPTIC / 1 , / / / /l /, // // / /, / /j , / `. / / I • 1 „=20' 480.40' It IL / : 10' SETBACK , v 'TIC / / / / TC C6 -419 i 4$0.43' / / / / / .. / I ° 492.82' /l i / \ l :/ l l l '\ 492,79' TIC 480 \ / g /// , // / / / aOC \ .. / rFF EX493.00' ° s. /l , / / / W I , J, / � \ \ 7 / / / / , / // / Y / \ / ..' /. FFE=493.00' Z / I 481 i \ / / / / / .., i/// —W W / \ / / / / Q 0 EL 482_ •,.. \ ` \ \ \ \ FE=481.50' / / ,/ / / / FFE=493.00' \ ° ° \ \ \ Ld >482.32'\`\\\y ////// / 49L72• C / I er/ �•\\•° Q .\ � < z /ABA _� • `\ > -1.79 - - -- --- --- --------- Iww%92.09' ' / \ / '•" ,l / / \ ° ,•° v� °' E=493.00' LLI ENCLI DRAIN � / 92.17 :• / / \ \ SOUTHWOOD APARTMENTS A Q Q A85 ' - - 484 — — — — - - - - - ' ' // / ,/ 493.00 \ \(9% LIHTC) O ILL _ — ----- ---- ---- ---- ---- / / - 485_ - - - - I/ ,' , — — - FFE=:In i.; s / / / / \ 06 FFE: 49"0'\ �// ,' / •'..,I // _---------- S-- 48TA8Qa _^ ___ r�lh'— /. / / a \\ �g9 ` � \ � � � ' - ` \ \ , i .. � "• \ \ \ TW 492.96' • ' ' . : \ 4 .2aY / '3,$$� rr nn S W ER ON \ I v � . a.. _L / BW 491.75 IS C / 4 924/ 3\ / / /� \ � A 494.84' V .,3'I . 0 O 'IL AGE I TICID - 121 L_ J ---- ------------ 49 O \ I _ _ _ 3 �_�_ /------------- - - - - -- - - _ _ \ / \ \ \ i ' I • DUCT E IRON ,, • - - - - - - - 122 -- .� - - - - -- �/ \\ v • • i. • • v , .. �. .� '. • • - - _ - - - 7// / /' \ / I - JOB NO. --------------- ' �`\ �\ �-I - \-------------) 47118 ----_ ---__ ----__ - -- - - -- ------ / // / / \\ �\� I I \ \ \ I SCALEV--=- \I-- It/ / \ `) I \ I \ _ _ SHEET NO. - ---- - -f-- f / / i \ _ �,\=---------i - 0 20' IIIIIIIIIIIIIIIII40' C5.0 0 c a ai c� c m L N c c L o EX. cmp \ \ �Bryan D. Clchockl 'Z, \ \ \_ ---- --�-=--------== _--= — --__ Lie. No.53741 %0. 483:�J3 '\---------� __ ---� _ - - - - - =_--------------=--- �_ -�\ i \\�_ __ _ _ i- - �'--�-- ter-- ---- / �, _ _\I ------- -- — -----= '1 \1 '/\---___-----_ SIONAL� GP 0 _ f 8W 4ao.�/p• Z, / AB a66 - - - - _-_-_- - — - - E CP "' // / /' /// / '/I// / // // / ,/ / If - - -- ---- ------ - _ — __ -_-_ Qr 3 I I / /--------- -- a_ _ --- ---_ oL ° -"--- - - - - -- --_ - _ - / ' /' / // ' / / / / I ' /— ----_ _ — -- — wO mM \I _OH �. A , I !1 -_- �' ' GP /' ' ,' // I—__-'�jUcp Z `` I —493' / i / ' — — — — l / I I / — — _ _ �' — __ _ J —vi O_ ulTC N a 479.54' \ \ N\ �\ °p \ \ , I 1 — — — " " _495� /' , GP ,' / / APPROVED / m O1y / I I I \ \ / a96 / / / ' / I , , I / , / / by the Albemarle Count\f i ?i O (n Community, DevelopmentD partment og oJC a W wp Date June 9, 2021 y I = w'r z 479s2 p09 1 \ \ \ a — _ / ! / File SDP2021-035 = v I \ , boll _ 1y,� / / Applicatiod Type Initial Site Plan I n Bw40 7s' ,5pt ' }aP / / /' // / // Lead Revie*4er: Megan Nedostup �?LU ,FPE=48'1.50 I _ \ \ - / I BW.31' - _ - \ \ \ T� \ / o w / \ \ 493.08' \ \ _ I 50 / / GP I \ \ I / to F- . 10 SETFiAvK_ \ FFE=493.00' TC 1 \ ONP. O p� \ 10' SETB� QK 0 /ON I-v/ / O \ I I I\ l 11 ,1 /l l ! 1 ,l Ci .•... 1 II II ° \ \\ I --1 _ 1 \ \ \\ \ 1 �- - _ _ _$0& / > DATE 0 4/5/2021 SOUTHWOODAPARTMENTSB \ e 91. r I TC 49 \ 1 1 1 Twas7.7s' a > FFE=491.75' 2 BW 495.83' / DRAWN BY (4% LIHTC) / / EX I szss' \ \ I I / K. ROESER TW 491.59' I I 118 \i / FFE, : 481.50' ew astz,t{' rs '/ ago. s' � � I D I rc I / FFFy 1: 491.75' 491,49' E \ 490.8T I \ A9S -507' DESIGNED BY K. ROESER TW 491. SOUTH OD APARTMENTS A D 488 4gO ' ' / • ! / BW 490, 6', / ^ UILDING 1 TC 128 I' Q I / , • CHECKED BY / �a A (9% LIHTC) — I Q I 506 — / / / ii i • • B. CICHOCKI I /BW 9� b2' / / FE: 493.00' 117 % / / / • / I y TC 127 — TC O i / // / / • SCALE TW I 01 TC I BW 494. 7'J / / i/ i�/ i • 1,.=20' / / // // ,/ / // // ,/ / / •• \ ..• / I I � i C 491.83' � II l / I ;.i 116 a9� II I /'i :��/. ���/j/�/ • / 60 503 'y > 10) SETBACK I \ 115 �\ N ly / TC 492 // / l l I l l / /' • 1 \ / l TC II \ ° 492.82' � 493.35' � II 1 11 1 / / // i �/ � I / / // / / / / ! / / \ • i/• '`\ 492.79' _ TC - - > 114 112 TC .. . _ 492.79' 492.56 TC 49352' Z e•�.,' \\\ FFE 93.00' °••..° . •\ \ T ` ` ` ` ! �.. _ _ � � / \ � , .. FFE=493.00' � I i / 0V / 1TSIET�CK 500 III \ U � FFE=493.00' \ ° I \ Q w > Ld 491.72' 9$/ ' I I \ Q Z - - - - - - - �YJ 492.09' / 4 / I // / / \ ° ° '. �ya� `°\ E=493.00' ` ` ` FFE=493.00 �111 I \\ �\ / /A1 / /' I \ W Q - EV#4/91. 9. E • / / / ` \ -TRENCH ORAL 92.1 I / / \ SOUTHWOOD APARTMENTS A / / \ Q LQL -� I / : • / \ \ BUILDING 2 A, \ A� — / aLL as3.00' \(9% LIHTC) .fl, , ' _ ^ — — \ O 06 — — — ——FFE�j9T76 FIFE: 495 00' A°a� ' , � CONTECH F 49 ELLYFISH FILTER494 rw492.ss \ 4 z� ,/ 3.SS% \ ' , \ 5'SETBACK 110 491,86' 493.12' 1 ' O BW 491.75' SA/V I 1 494.84' \ FS \ ' Ur \ 493. / C w4p; �' I 1 1 \ a� —� 108 125 At 106 105 \ _ —r — — 491.24' 497 _Q9z_ 121 _�_ l _ _ ----- 493- ---- \V a`01 p� / II j i i �IOAI \ — \ 124 \ JOB N0. -------------� - - - - — — _ r / �J / / // \ \ _ — — N� 47118 —490,— SCALE 1"=20' SHEET NO. \� - \ --='-- ------ — i------� �_------,-\ /" -J�- --�' ^ 0 20' 40•\ C5.1 0 c a c� c m L N C c 0 ? 0 t 3 a a 0 2 o 7 2Z ZO o � c T O a§ pc cr ° c� �x m *6 os e§ a d 2 2 x J y X C N 2 2 c u�1Oi 8 E i3 g 0 a c b m 0 N 0 p� U C 2 y C C U I N � z E L cO 2 L O C00 r N H L0 oO' ao (D m0ro ry �QO' m�mN (6 V + NH F) f700 0 F O 0 O 0)0 to O 0"vzz0 z oU) Z_ Fns 108: MH-1 STA 13+78.82 TOP 492.08 INV IN 484.59 (109) INV IN 486.76 (125) INV OUT 484.49 (107) 106: MH-1 STA 13+61.11 112: 12" Basin - Circular (Solid Top) TOP 491.25 STA 14+86.38 INV IN 485.38 (123) o 0) o TOP 492.76 INV IN 484.40 (107) t INV IN 485.33 (113) N INV OUT 484.30 (105) CID " r INV OUT 485.23 (111) 104: DI-3B 6 ft Throat m `� 114: 6" Cleanout N N O ago STA 13+10.28 m STA 15+21.23 N o 00 0 TOP 491.37 p a z 00 TOP 492.91 g CO a z z p INV IN 484.05 (105) o ¢ a) > INV IN 485.60 (115) ¢ a j j > INV OUT 483.95 (103) = r~n ? ? INV OUT 485.50 (113) c~n ? ? ? a� m C7 `m � U � m03 O u� Nro ymrnao �aaO 10 N� (DNW O O (6F0>>> oF0> Z NU)F= uYay 500 500 PROPOSED GRADE EXISTING 495 GRADE 495 6" FIRE LINE'A' -- - - - - - - 3'' 490 - _ 6" FIRE LINE'A' MIN. 490 - - - - ------- 2.5' 119 80.77' OF 485 I 10 111 34.58' 113 OF 102.15' OF 117 28`OF 15" HDPE "HDPE @ 1.00% 485 105 33.08 33. OF 74.04' OF HDPE 15" HDPE @ 0.50% 103 50.75' OF H PE 15" HDPE p @ 0.50% 50% 101 275.13' OF 15" HDPE @ 0 OoA @ 0.50% 32.08' OF 18" HDPE @ 0.50% 480 0 480 @ 0.50% 6" FIRE 107 LINE'A' 17.52' OF 15" HDPE @ 0.50% 475 475 470 1 470 9+50 10+00 APPROVED by the Albemarle County Community DevelopPment Department Date June 9. 2021 ali�y�7y�lY�lQIX1.� Application Type Initial Site Plan Lead Reviewer: Megan NedOStup 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STR. 100 - STR. 120 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 202: DI-3B 6 ft Throat STA 10+14.00 TOP 475.22 o N v o � INV IN 470.34 (203) 106: MH-1 F 0 102: DI-3B 6 ft Throat F o rn INV IN 469.72 (205) STA 13+61.11 rn ui m rn m STA 10+35.15 4 v v rn 2 INV OUT470.24 (201) TOP 491.25 m y oo F TOP 493.33 m M m 200: DI-3B 4 ft Throat INV IN 485.38 (123) -p o v 00 INV IN 482.57 (103) p o v 00 STA 10+01.54 INV IN 484.40 (107) ¢ a > INV IN 486.23 (121) N Q a > TOP 474.89 INV OUT 484.30 (105) � r~i� OF z INV OUT 482.47 (101) v~i z INV IN 469.62 (201) ins snz; 9;nr rns aon 500 _ 500 EXISTING GRADE PROPOSED 495 GRADE 495 490 490 3' MIN. 485 485 42.93 OF 12" HDPE @ 1.00% 480 _ 480 475 475 9+50 10+00 11+00 11+50 STR. 106 - STR. 124 500 500 EXISTING GRADE PROPOSED GRADE 495 495 / 490 4. 490 6" FIRE LINE 'A' r2� 485 485 480 _ _ 480 475 475 9+50 10+00 11+00 11+50 STR. 102 - STR. 122 18+00 18+50 116: MH-1 STA 16+23.37 TOP 490.52 INV IN 486.21 (117) INV IN 485.70 (127) INV OUT 486.11 (115) 128: DI-1 STA 10+31.41 TOP 489.49 INV OUT 485.84 (127) �nl; t;nx; 500 500 PROPOSED GRADE EXISTING GRADE 495 495 490 7 490 485 I 485 27.36' OF 15" HDPE @ 0.50% 480 480 475 475 470 1 470 9+50 10+00 11+00 11+50 STR. 116 - STR. 128 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 mo 0 0 2M o N F N N O �r O It N N (OQNm h Or =+00 m+In`-W - 206:DI-1 g'v00 o�vzz� STA10+47.06 gF0> N¢a»> TOP473.99 N rn i­- z N U) ? ? ? INV OUT 469.93 (205) aon aon 485 485 EXISTING GRADE PROPOSED GRADE 480 480 i 3' i MIN. 475 Ai i 475 203 OF 470 0 �QE 470 @y. 201 12.46' OF ij 12" HDPE 465 @ 5.00% 465 460 460 9+50 10+00 11+00 11+50 STR. 200 - STR. 204 CNI U � 108: MH-1 tL N v STA 13+78.82 m CD o TOP 492.08 INV IN 484.59 (109) ,,.to INV IN 486.76 (125) 6 Q a > O- INV OUT 484.49 (107) U) z Sn5 500 500 EXISTING GRADE PROPOSED GRADE 495 495 -r 3IKI 490 490 125 OF 485 36.7v 485 1@ 2.000)6 480 480 475 475 470 470 9+50 10+00 11+00 STR. 108 - STR. 126 EX. STR. 300: DI-2B 6 ft Throat STA 10+01.83 TOP 491.64 INV IN 481.40 (169) INV IN 480.96 (601) INV OUT 480.77 (167) aon sns 485 485 PROPOSED GRADE FF EXISTING 480 1 GRADE 480 475 475 470 I 470 205 42.97' OF 12" HDPE @ 0.50% 465 465 460 460 9+50 10+00 11+00 11+50 STR. 202 - STR. 206 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+50 0 50 PROFILE SCALE 304: 12" Basin - Circular Grate STA 10+55.18 TOP 490.99 INV OUT 489.64 (303) Sn5 500 500 EXISTING GRADE PROPOSED GRADE 495 495 TRENCH DRAIN 490 490 14.87'OF 12" HDPE @ 0.50% 485 485 301 19.83' OF 12" HDPE @ 10.00% 480 1 480 475 475 9+50 10+00 11+00 11+50 EX. STR. 300 - STR. 304 Bryan lie. No. 53741 4% $ am O oc N Z O f H z O H a a U U, w 0 z O Ln > w of a 0 DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 "=50' T__1 06 1� V / U 0 a > C/) W J u; J a LL 2 00 J Qom a a z 0 Q O U) 0 0 0 V/ JOB NO. 47118 SHEET NO. C7.0 L HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 TH 0F o �r Bryan D. Cichocio 'Z U Le. No. 53741 STA 10+00 : €X`. �PD/s/Zf lNV OUT 486.O�(54-53) 54 IONAL�1 2 STA 10+64.33 2 STA 10+64.33 � r11 TOP 492.49 TOP 492.49 STA 10+84.51 INV IN 488.67 (BLDG. 2 - 2) INV IN 488.67 (BLDG. 2 - 2) STA 10+00 : EX`. 4 TOP 480.88 TOP 479.74 ' 1Q% M INV IN 489.00 (BLDG 12.1 - 2) INV IN 489.00 (BLDG 12.1 - 2) INV IN 472.65 (1 1-EX. 1) INV IN 477.52 (BLDG. 11 - 4) o 0 INV OUT 488.57 (2 - EX. 1) INV OUT 488.57 (2 - EX. 1) lNV OUT 470.96 (10-8) INV OUT 477.42 (4 - EX. 3) N Ii ¢ o 505 505 505 505 500 500 > E w a E < w v 3 ¢ LL o 3 p LL - wO `mom 0 W L M ¢_1 Vo° Z USE GRADE RINGS TO w w - 0 ADJUST RIM FROM a 00 " a EXISTING ELEV 492.72 Z F w r� TO FINISHED GRADE o R ? a w 0 Ln i c" Z Fv> O c H n ry W 2 M a� o w u 10- 0 i _r ! (D 0 0 w > w H U 0 z O v DATE 41512021 0 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • 1 "=50' 10+00 11+00 9+50 10BLDG 12.2 - SSWR EX. 1 12+00 9+5oBLDG 12.1 - SSWR 2 00 9+50 10+BLDG 11 - SSWR EX. 3 12+00 ^' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' , V VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 Cz 5 1� 1� 0 - 0 U') w 0 50 J PROFILE SCALE ( 1 _j 0 < 0 J uJ a m a LU LU W co LL J �/� O VJ � L.L.. O Q Q U O Q O U) 0 L2 1 APPROVED by the Albemarle County Community Developpment Department O Date June 9. 2021 File# SDP2021-035 Application Type Initial Site Plan Lead Reviewer: Megan NedOStup JOB NO. 47118 SHEET NO. C7.1 (7 Z tJ J_ m 500 � 500 EXISTING 0 GRADE � \495 PROPOSED tL GRADE 495 FFE=493.0 3' IN. 490 490 33' OF 6' pV g4 3' pV 00 � 2 � 485 6o 485 STORM PIPE 101 480 480 475 475 470 465 470 465 t7 Z J_ m 500 � 500 O EXISTING o_ Oa' GRADE EL PROPOSED GRADE 495 495 FFE 493.00 3' MIN. 490 490 BLDG 12 1 - 2 28.36' O 6" PVC 485 @ 1.76°k 485 480 480 475 475 470 470 465 465 495 495 FFE=491.7 490 O 490 J EXISTING � GRADE m 0 PROPOSED uJ 4g5 GRADE O 485 O rY a FFE=481.5 480 3' 480 4 3 BLDG.11-4 475 ' OF 23.98' OF 475 6,pVC 6" PVC INTERNAL DROP 470 CONNECTION 470 465 465 aso aso TH 0F o �r Bryan D. Cichocio 'Z U Le. No. 53741 505 505 505 505 505 505 y/s/zf G1 �tlll & `sSIONAL M E 0 o N N Q E > E w v E � w v 3 Q a o 3 p U. 0 wO `mom 0 W L M d_j U00 z — in O a>oN w 30Ln 'X U)i w oa 0 Ln i ry z Z�—f 0 2„ 2„ Fva� w M a� 00 ui 0 C7of It O K H p w > w w F- UQ Q � z 0 (n DATE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 41512021 0 FIRE LINE 'A' DOMESTIC LINE 'B' DOMESTIC LINE 'C' ' DRAWN BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' K. ROESER VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • DESIGNED BY • K. ROESER 5 • CHECKED BY B. CICHOCKI • • SCALE • 1 "=50' 0 0 50 PROFILE SCALE 505 505 500 500 500 500 490 490 505 505 N 1� 0 U) 1� i U > L LI s" J uJ J DIP W M a 0 LLJ Z O m^ G/' LL J LL Q 0 ryOLU r aza 0 Q U Of of Of w In >- 7 O O 0 APPROVED by the Albemarle County Community Developpment Department Date June 9.2021 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 Filea SDe Initial Site FIRE LINED' DOMESTIC LINE 'E' FIRE LINE 'F' FIRE LINE 'G' FIRE LINE W 0 Application Type Initial Site Plan Lead Reviewer: Megan NedostuD HORIZ SCALE: V=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' ( n VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 v JOB NO. 47118 SHEET NO. C7.2 WATERLINE c� z 0 J_ m p 500 w 500 O Cl- O tr a 495 495 FFE=493.00 490 MIN. 490 _�_ 1' 1' 1.8 1.7' 6" CLASS 52 z 485 DIP WAT RLINE � 485 ST RM PIPE 115 STORM PIPE 21 H S ORM PIPE 109 STORM PIPE 105 °p O � 480 480 w (xxn � U W W Z W W W Z Z p O H w m F H W w � Z N m o � (O (O m m o (O W 475 � � N � � � � � � 475 C7 z 0 J_ m p 500 ;� 500 O a O a 495 495 FFE=493.00 3.5 490 490 MI . 6" CLASS DIP WATER 71NE 485 485 480 480 H H � � 475 475 495 495 FFE=491.75 490 490 O 0 J � m / .5' p f w m a 485 485 rr o_ FFE=481.50 480 480 475 w 475 w a m � � 470 °' iv 470 c� TYPE z 0 J_ m 500 w 500 O a O tr a 495 495 FFE=493.00 490 4.1 490 K COPPER WATERLINE 485 485 480 w 480 w p Z W Q m � - o N X 475 iv � � 475 495 495 FFE=491.75 490 490 O � J l / �o � 3.5' p w m 485 O 485 O � a 6" CLASS 52 DIP WATERLI E FFE=481.50 480 480 475 475 w w H � N � X 470 � � 470 c� TYPE z 0 J_ m 500 � 500 O a O D' IL 495 495 FFE=493.00 490 Tal� 490 K COPPER WATERLINE 485 485 rr 480 w 480 w p Z W m � - o X 475 iv � 475 485 485 480 480 3 ' 475 475 6" CLASS 52 DIP WATERLI E 470 470 J m W Q 465 465 z � w � � W tr 460 w 460 500 500 495 495 490 490 CLASS 52 3.5' L UGP \ a I \ Tl l O F ,m - Y U)1 ;11�\�V A III III I�I���II v \II II V I III III 11 \V W / U / I 1 < 1 I O 1 \ I I I I '� 1� I II \ II \ \ \ \\�\ B��ry /an D. Ctchoclo 'Z 0) , Q W / Di U A 1 u- 11 \ r 1 1 I 1 11 I I \ I \ \ \ ~ o m «' / I rn' VJ� 77 I L I II — UGP II III \ \ \P fie. No. 53741 o I O I I I I \ �' 1 I I ' I �_ z T W / 1111 , , Im I 11 11 \ 11 I I I I I I I II II s`SIONAL 6'Cs U �N � 491 � - - _ . _ 490 / i' 4� I ', I p��ll I I 'I \\ \ I \I I I I II I II II 11 II III II II \` II III II \\ \\ \\ ���//\•/ M v v'd. ; '• :> .v., _ d I I I 1 \ I I I I I 11 11 III 1 II `\ II' II \\ \ / �/ // N 7-717 v: 'v• •'v .�d° _ _ _ �_ __ _-__ _ 1 I i I I I I / I I I I I I I I I I I 1 � i _ // vi QE ¢ v E \..v • \\ / / I 11 I / ( I I I 1 I I I I I 1 III III I 1 II' I i' % - - ' N �/ ~N3 1 I 1 1 I 1 n+ I 1 II - , UGP' - - - - -�/�, j Q LL o 3 • - - — ' / J' / ,/ L / J ' /I I 11 \ / - - - X—� 1 — / ' w w V � ZO w-----------I----+----- 12+ --- - - - - _-- - - ----T--�-I- -- / - - / 1—a—S4+50 I 15 0 i z o_ 10+5 11+ --ram--- 00 ��� i c7 w w r -r---+-��---- I} i------------ _ -- / �------�- O x (n �— T i--+-T- -�--- �- — 19+5015+ 9.6 U \ - s(� w uj HICKORY_,' //' / // // //' //' / /l /l I 1 1 I // I zvQi /�W�--� 1 oa �� ANEWo ^r.� / / / / / l I _ i� \ I �W — 1 I \ SPN'� = > O ------ pU /fin, STREET / / // /— �— — L //� �� \\ �gP? b1 ' \ \\ �� o coil 6 VV \ ICR ±36T OLD-/-1 w - IOf ---- --- ------__ - _ — — cT w L G t19TTOBITILN.\�S'�� yNCH8 R I \ P \ OF I , �\ m� UGT V.F._ Ui CD \ I/_ --_ _ \ \ I I \ /� I I\ I I w _4 / U/ / \ ��` --___ --�_ _-__ \ 1 1 1 \ \.` ` ` \ 1'1 1 I I a I H ( / \ OJT _ _--- _ _- Q-- - _ ' 1' 1 1' ', /L I� 1 \ 1 1 ' I 1 I U < X�a / ' ` — _ — _ N =_ _ 1 1 ' 1 1 1 1 .: ° lQ I..' % 1 \\ �\ 1 \ \I 11 ' '1 I I 111 I I I 11 I I I ` I 1 O Q ,,.• / // \\\I` II I 11 11 11 I I \ ; DATE /------ - - - --- II 1I II II 1 1, I 1 ( ° II / /' \ I I I '1 I II I , I I I I \ 41512021 _- -- v.vI\ II I 1 II I I I 11 I I 1 I \\\ I I 1 O DRAWN BY K. ROESER 11 1, II ° / \ / \ I I II I I II I I EL DESIGNED BY / I- /___ �-- \ I II I II 1 II I� I I \ I / I I 9 • K. ROESER / 4 491 >,i I - ---'� / / I I I \ I 1 / L_ • 81 1 1 1 1 I 11 1 � / / I I I 11 '\ I / I Ob2 • CHECKED BY 1- /0� / I I I I 77 .• I I 1 1� 1 / IQ .. v' i / 1 I� /I = I 1 1 1 1 , Qd, I - - - - - - - / / ' 1 I 1 1 I I / . • B. CICHOCKI O, I o 1� I '\ 1 1 1 1�,A , I I I I I 1 1 ' I I I 11 4 I I 1 1 1 CID., 2. ( I I SC 4-20� SCALE N90, 0 ' 1 1 1 ' "" • 1 "=20' T i 0 20' 40' ¢i 1 \ I V II ' r - - /� / / / \ 1I 1 I I 1 1I II I I ' I \ ' /UG \ • APPROVED by the Albemarle County Community Developpment Department Date June 9. P021 Application Type Initial Site Plan Lead Reviewer: Megan NedostuD 505 505 500 500 SDR - 280' EIGHT OF YE = 3.5' 495 _ 495 EIGHT OF OBJECT = 3 5' 490 — 490 — PROPO ED \ SDL 280' EXISTING GFUDE \ GRADE \ \ � 485 \ 485 480 480 \ \ EIGHT OF \ OBJECT = 3.5' 475 475 470 470 9+50 10+00 11+00 12+00 13+00 14+00 Sight Distance Profile HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 16+50 CL N Cz U) LLJ U LL O > JLLa J < W LU � w CO Z Q } LL vJ Q U V O O V/ 0 L2 1 0 Y JOB NO. 47118 SHEET NO. C8.0 d z c 0 d 0 3 c a. D a0 o o n0 EZ 20 o � c m E o a a0 0 O 3 Z zN o� � a 2 6 `� 5 Q § o. d m 2 Y h X 0.0 016 aE = 12 E� 0 a c Ma 10 a 0 0� °+ o m a o c 0 m nE E F= L o --------------- \ Al.10 ----------- z O L D L Y N C H B UR GROAD ---��------------- \ �__ 1 1 I ___ \ \ 1 -- 1 1 1 I A A 1 I L \ �- �` T / _ - - _ \ V // / /� i y-- v a-- v A A V A A V A V A 1 \ V A A V A A A A \ -\ �if f>�f�f :�L��r�l��A.��f�� �����:����� ��.1����L�i.�� �.. �rG�G������f�i����. . . .t=:s / r jt 91- ' - - \ - -- _' •1 �O d�a--w.^..- �, __-492- / �L//�i/// %/l / v \/ / / Y(JO\ / / p ti\ o� bg-p9a495 ' ,--- // r-' —__-_ -__- / / 5/ ,'/ ,/ � / / / / A � � l - � I I / � / �� o �_ •l / l l l .� � u } qg � 5 q �p �g / / / I p \ 9�- cb // _ 4/, / ASS 0 o -5� 6"W—�- 50 W 5 I / \ P vv v \ i 11 v v vv A / ZON DRIVE /Z NEW 0 � W-\--� /y_� ��c= _=/ Z ----I3 _E A S T S T R E E T II� OAK n - -� - - _ _ _ _- - ._ - - 7 / _ _ _ _ _ _ _ 26" - / — _- - - �� �����_ , / / / / � / /i I I I \ I \\ 491- l v A -491 `III -488-�/I�\�`\ -1... - \VAVAlA\ V A I>-\, _ v---�v__--s \ \\ \\\�\\\ \\ l� -�7J \ k\ \\\ / -- _ �' /� '/ /\/ �- U-.L.— =i-F - UGP= -,L - - _=` ---- _\\ _\-- _ / _ \� �UGT _ F- 71 G,p. 1LANC� �26 TTERNU oAAV wI- � _ SY v , v- B I T N U T v vA v� i /v v LAMORE /l { \ , — ®s �N _ TER L y r v V� I v I I / I I/ ANE--r v`k �I I \ vv \ -- — I � f \ I MAPLE \ �G \ I �� \ \ � � — �n'� c U \ \ / o d \ \ / / - RL 1 _ / T� I V - UG I / ��� V A V � � �NGP J � (� �k �/\/� \I \ V� T —UGP _ A / l IIp \ �< // /�/ I \�� AstiI / / j / / /- A / ' J I I \ I' /' / , ' / ' / n I \ l l / / l \ \ \ \ \ ` - - - - - UdT\ - - / I I -1 'I\ \ \� �/ / / \ �/ Q I r / / 1 -Q /!� I v I� �1 ID VI �I/ I I / V �� / it \\�- I \ \ I.;, - - /\ \/ I I 7 UGP — W A� - - v _ ' \v I I ARI -ON D)TIVE/ -/- / i w V �. - - V v A - / A A v l v �/I "�\ I A I 1 1 I I I I `P °'°' 11 I I} 't A - A v / _ % _a-� V A I A A l 1 .6, qAA if APPROVED b the Albemarle ,County Community Develop ment Department ra:a-X� Date June 9, 2021 .File# SDP2021035 �G - - Application Type Initial Site Plan T — �\ _� , % _ a r: pan NedoStuq ' / - � � ' - / ,' / / \ eatl Reviewer: Me /' �/-I- J I� // / ///�� \ \\�__--_---�'�_-----/'''i/ \\\\� \ \ _____��"/�" � _��/„j/� /ll//�/�� / /I l \�/�\\�Ill"�I �I' �a� l/ L� �/'SCI �/I II II \� \/ /I .pP• _�, ,// / I -} / I/ �/ Tl� i Z$L4J _40I/ _ - ' _�_S =__��' / /l/ 2$'/ W. H 4fM 04/05/21 (A z 0 f LM z O CK U U U) W O z O U) LU 10J I DATE 410512021 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY F. HANCOCK SCALE 1"=60' l� i Q U 0- O>w J LLQ m < U LU m Q Q a Z LL Q o J r J 0- z J 0 Q 0 Q U \12� O LU / O° T� i O U) IOB NO. 47118 SHEET NO. L1.0 0 c a ro N C L PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CEL MAG CELTIS OCCI DENTALIS 'MAGNI FICA' PLA OCC PLATANUS OCCIDENTALIS QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA EVERGREEN TREES BOTANICAL NAME JUN EAS 1JUNIPERUSVIRGINIANA FLOWERING TREES BOTANICAL NAME CER CAN CERCIS CANADENSIS CDR FLO CORNUS FLORIDA - UGP - - - UGP `Ok 13 474 ' , 475' - 476 - - p11 - I � Ll OLD LYNCHBURG ROAD W. H, III o. 14 04/05/21 UGP , ' ■ � --UGP _ ■ \ ■ "' E \ _ p85 88 ■ o p81 Abe N ✓ p3.. ■ c ENHANCED ■ E v E Jo\\ rd)y � — H _ �_ PLANTINGS ■ ~ u v 3 STREET TREES / A PHASE 9-11 BLOCK \ \ 1 i I w v� z0 r� > PLANTINGS (1) QUE CDC � I v PARKING LOT 1 = a��'_` _ ` \ ■ v u W r W I Q ■ < _j w i \ I ■ Q I � i I I ■ d LU t au { STUB O T ■ / R F U �0° ■ r ... �SE ; /�/ ■ vi ■ 0 I O (2) QUE BIC / ■ x (3) BET CIM % ■ I I BMP PLANTINGS (1,299 sf) " ■ 0 ■ LU LLJ ' I ■ x a SLY / Q o \ ► _� )u ■ Z I O 'F., I HIES i ■ in DATE v I FFE'1:491.75' _ y a ■ > : r 1: 491.75' / ■ 410512021 ► - r \ / � � / ■ 0 1 / r p16 (1) QUE COC DRAWN BY : M. RACHNER ' I DESIGNED BY I I I I / 4' ■ - �/ I A9 ■ m M. RACHNER D PROPOSED BUILDING / / ■ / ■ • CHECKED BY ► -r -� r / / w ■ F. HANCOCK PARKING LOT 1 ■ • / I • • � / PROPOSED BUILDING SCALE ■_ Abu Ale ` \ ' 44/ x �-- *-SAN SAN r / / -419 $AN 4 ■ N W � S . (1) QUE BIC O i Q ■ 06 482 -a / ■ I (1) QUE CDC_484- --, r ------ - - - - - - _ - r ------ ------ ---------- 485 r rn L7 LL1 _ \ I / � � ., ENHANCED •-r.':'.:�`. •� \ O - nY PLANTINGS r :: sr p93 ■ LL Z -�\ \ N OL I , _ ■ _ Q A J s N ■ L/'1 Z L H0R1 Z ON DR1 VE �' '''A ■ VV_ _. w �" CLAD 520 DUCTILE IRON / i + O- ■ I c) / )' " t ■ _L - ; \ - WATERMAIN�1 \ A T ■ / x T APPROVED ■ by the Albemarle County ■ Community DevelopPment Department ■ Date June 9, 2021 File# SDP2021-035 ■ - Application Type Initial Site Plan 3 ■ JOB No. Lead Reviewer: Megan Nedostup p0$ ■ ■ SCALE 1"=20' 47118 ■ ■ SHEET NO. 0 20' 40' ■ L 1.1 L ■ D ■ D 0 ■ 0 TOTE: z ■ z M ■ m ■ N ■ ■ ■ ■ ■ ■ ■ ■ PROPOSED ■ BUILDING PARKING LOT 2 (8) ACE OGL (1) QUE COC 141 n1 is min -JV AV AV AV AV Ar FEY -W-r 1 o Q OLD — LYNCHBURG ROAD i-J` — — --_--- ---- - _ I Ii J GP a (2) QUE COC j : 1 ■ \ PROPOSED BUILDING 1 PARK] NGLOT 2 ■ FFE: 493-00' ■ 1 � ■ I JEGON ECH LLY ■ ■ \ (5) PLA OCC (2) QUE COC AV AV , ■ 9 ■ E A S T S T R E E T ■ p91 � a, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I -00' p91 p96 05 PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CEL MAG CELTIS OCCIDENTALIS'MAGNIFICA' PLA OCC PLATANUS OCCIDENTALIS QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA EVERGREEN TREES BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME CER CAN CERCIS CANADENSIS COR FLO CORNUS FLORIDA 11 11 // j J41, i00 \\ / APPROVED by the Albemarle County Community Developpment Department Date June 9. 2021 M tN'�7 1] y4IYAl EIx1.� Application Type Initial Site Plan Lead Reviewer: Megan Nedostup SCALE 1 "=20' 0 20' 40' W. H, III Wo. 14 04/05/21 ^� E 0 O N � N C > E w v E ¢ LL 3 OLL 0 — w0 `mom W L ¢_j U 00 W J —N M m mul� n (W O 7 Z 4- r � X C cc v LL U N = U > F- ¢ C N N N � a C H vi O x c� 0 0 w U U z O VI Z O a_ U U In W 0 z O LU w Q 0 DATE 410512021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' JOB NO. 47118 SHEET NO. L1.2 L County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook. pp 111-284-I11-297 for complete specifications) I. The followine items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2, Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencine: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tunneline: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE PLAN VIEW: T HEIGHT VARIES WITH PLANTS 12" MIN. (DATE) (DATE) 5/1/06 Page 1 of 1 EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING 2 I NOT TO SCALE GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT BMP PLANT SCHEDULE BMP PLANTINGS 2.091 SF - Itea virginica'Sprich' - Cornus serica 'Kelseyi' - FotherggiIla gardenii 'Mount Airy' Ilex glabra 'Compacts' - Ilex verticillatta 'Red Sprite' - Juncus effusus PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE CANOPY ACE OGL 8 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 452SF BET CIM 6 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 8' HT. B&B MULTI -TRUNK 464SF CEL MAG 2 CELTIS OCCIDENTALIS'MAGNIFICA' MAGNIFICA COMMON HACKBERRY 2.5" CAL. B&B 651SF PLA OCC 9 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF QUE BIC 7 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B 339SF QUE COC 10 QUERCUS COCCINEA SCARLET OAK 2.5" CAL. B&B 419SF EVERGREEN TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE CANOPY JUN EAS 16 1 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. JB&B I 132SF FLOWERING TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE CANOPY CER CAN 2 CERCIS CANADENSIS EASTERN REDBUD 6'-T HT. B&B 124SF COR FLO 2 CORNUS FLORIDA FLOWERING DOGWOOD 7'-8' HT. B&B 124SF INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. DECIDUOUS TREE - STAKING SPECIFIED INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING CROOT BALL 19GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS STREET TREE REQUIREMENTS per Sec. 32.7.9.5 of the Albemarle County Code. STREET FRONTAGE REQUIREMENTS CALCULATIONS REQUIRED PROVIDED ROAD 1 431 LF 1 LARGE SHADE TREE PER 50 LF (431+50) = B. 9 LARGE SHADE 9 LARGE SHADE OF FRONTAGE TREES TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% OF GROSS PARKING 51,078 SF 51,078x .05 = 2,553.9 SF 2,554 SF 2,815 SF AREA INTERIOR PARKING LOT TREE REQUIREMENTS per Sec. 32.7.9.6 of the Albemarle County Code. PARKING LOT REQUIREMENT PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1 LARGE SHADE PARKING LOT 1 TREES PER 10 54 PARKING SPACES 54/10 = 5.4 6 LARGE SHADE 6 LARGE SHADE PARKING SPACES TREES TREES 1 LARGE SHADE PARKING LOT 2 TREES PER 10 110 PARKING SPACES 110/10 = 11 11 LARGE SHADE 12 LARGE SHADE TREES TREES PARKING SPACES TREE CANOPY REQUIREMENTS per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 15% OF THE LOT AREA IS 27,211 SF(PROPOSED) + TO BE COVERED BY TREE 175.949 SF 175,949 x .15 = 26,392.35 SF 26,393 SF 3,300 SF(ENHANCED) _ CANOPY 30,511 SF APPROVED by the Albemarle County Community Developpment Department Date June 9. 2021 y9191AYAMIO� Application Type Initial Site Plan Lead Reviewer: Megan Nedpstup NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1"COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT W. HA�pC�ljlll Wo. 14 ''� 04/05/21 m E CD 0 rn u N � N Q o > E w v E Lu a w o 3 oLL— w0 `mom W L Q_j U CO W J —N M rn Z 3: 0 x aQ'C vLL 0 Q c ut = N N = U > � a c � N 2 a v oW �H Z O f Z O a U U U) w O Z O u1 > w w Q DATE 410512021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A N 1--I C6 v , J_ Q U W O>o a J to C45 CIO 2: Ui uj m O Q a tL Z }O w = Q Q O U co O O Z g I O V / L H JOB NO. 47118 SHEET NO. L2.0