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HomeMy WebLinkAboutSUB202100079 Plan - Submittal (First) 2021-04-26 (2)SITE 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 Bryan D. Cichocki U lie. No. 53741 SOUTHWOOD PHA BLOCKS 11 & 12 Its �SSIONALG1 �7 09000-00-00-001AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OA1-00-00-001E0 PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OA1-00-00-001DO 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, VA23117 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.HU BER@TIM MONS.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: 45MAX BLOCK 12, BUILDING 1: 35' MAX BLOCK 12, BUILDING 2: 35' MAX AGRICULTURAL/FOREST DISTRICT: NONE MAXIMUM 4 STORIES OR 45' 4 STORIES OR 50' ROAD 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 AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ TOWNHOMES 220 121 D.U. 886 19 49 68 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 I111190 4/5/2021 Oa<H I SITE LOCATION VICINITY MAP 11f=1000' DEVELOPERS: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVgILLE, VA 22902 (�C 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 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 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 L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 25 N z 0 f f Z O a K U LU W Z O V) W cke a 0 DATE 4/5/2021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N/A \U) i UQ 0> J LL J ' Q � m w Q a LL O Z QU O 0 0 D 0 U) IOB NO. 47118 SHEET NO. CO.0 L FLEXIBLE USE STRUCTURES LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING AREA (SF) SETBACK SETBACK SETBACK FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. PARKING REQUIRED AND PROVIDED TOTAL PARKING TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK TOTAL ASSOCIATED LOTS HOUSING TYPE PARKING SPACES PARKING SPACE NEIGHBORHOOD CENTER SPECIAL AREA PLAN(S) SPACES PROVIDED LOCATION (4) ON -SITE, (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 6 6 BUILDING HEIGHT 3, 12,34 DETACHED CARDINAL HILL LANE MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' (16) SITE, (1) ON 16+2GUEST= FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKOI 4, 5, 8-11, 18 18 HORIZON ROAD, (1) MIN. 5' 5' 5' 5' 10, ON WARDELL CREST MAX 25' 25' 25' 18, 28'A 37,38 DUPLEX SDP202000048 (39) PARKING LOT, (1) STEIPBACK° nN/A N/A 15E 15' 15 MULTIFAMILY (2) 6-UNIT 40 40 (2ADA 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 = (20) GARAGE, (2) ON MIN. 3' 3' 5' 5' NO MIN. 14-23 TOWNHOMES 22 22 CARDINAL HILL LANE MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. 16+2 GUEST= (16) ON -SITE, (2) ON REAR SETBACK 25-32 TOWNHOMES 18 18 WARDELLCREST (34) GARAGE, (4) ON MIN. NO MIN. 5' 5' 5' MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MIN. NO MAX. 26+4GUEST= 38 TRAIL BUFFER SETBACIO 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 FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT GARAGE TO COMPLY WITH 20+3 GUEST= 29 (26) GARAGE, (3) ON FRONT ACCESSSS MMIN./MIN./MAX. 4.19c / 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+2 GUEST= (16) GARAGE, (2) ON 18-25 TOWNHOMES 14 18 ALLEY 3 MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT 12+2 GUEST= (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+3 GUEST= (24) GARAGE, (3) ON 27 59-70 TOWNHOMES 21 ALLEY 1 STREET FACING BUILDING 71-72 TOWNHOMES 24 25 (2 ADA VAN) (25) ON ALLEY 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 BLOCK 11 APARTMENTS (51 D.U.) 77 77 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 THIS PLAN ON HICKORY STREET, COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. (3) ON HORIZON ROAD s 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 EASTSTREET c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET BUILDING FACADE. (3') FROM THE PRIMARY STREET FACING 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'. PROFFER STATEMENT i hvtA NO.2016-603 Tart Mao and 6MO-00-00-001A0,090A1410-�YE0,B7600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: August 2, 2019 33.96 acres; TNT 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned troml-L to NMD and TMP 90A1-1E (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001AO, 090A1-00-00-OOIE0, 07600-00-00-051AO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project"). Pursuant to Section 33-3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed�w which shaTbe armed to the Property if" rezoned to the zoning districtl"dentified [above. voiun' -- —offered part ofthe requested e�zoni�u and the Owner acknowledges oat (1) the re�aing gives rim tot n fermi spa , and (2) such umk& t raker statements aproved by thaBoard o� in ss with ZMA-1Bil5-00017. 1, a emovai of rroffers-a—n&Amiendmentdo e of Dewelobmentor Biscuit Run ZMA 2005-00017 i 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 09OAl- 00-00-OOI EO are hereby removed and superseded by these proffers. Tax Map parcel 090A1-00-00-0OIE0 (along with parcels 09000-00.00.00IAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February (, B, Last revised July 29, 21H9. 2. Trails, Parks, Civic Spaces. a. Greenway Connections to Potential Adjacent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("tire Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown -on the Application Plan ge 8 of the Co of Development, It exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (100`s) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300t° Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia limit 1 ability compan By: Dan Rosensweig, Manager Fyan D. Cichoclti lie. No. 53741 ^� E 0 N OV N N ¢ O > E w N E w i 3 ¢ LL Z 3 LL 2 O L M ¢ J U OW W J —� O > N N V aJ 7 Z f Y 30v, J w � Q � 2 U > N C iri o a' N � M OJ J Uri z M 0 x M 0 x F 0 w w_ x U Z 0 0 0 N Z 0 f Z O a U U m W O Z O m w o_ w DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 1� W 1� CO J i Q U O>� mJ J CwC W Q G a- w O G/' m Q W w O w Z O LL Q U O O w 0 p U I D 0 JOB NO. 47118 SHEET NO. Co.1 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, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline and the position of the roadway 4 Sh Y P Y P Y within the right-of-way or easement. An portions outside the right-of-way or easement must be � Y YP corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between 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. 1110cmuric %_Vu"Ly 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 E concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: 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 1 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 listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This farm mart he received for release of a. hnnd_ It is availahle, nn the county wehcite_ In the case 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 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) a COUNTY OF ALBEMARLE Department of Community Development Vj�N1P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for 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, culverttpipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation on(VDOT).This plan as may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Fyan D. Cichoclu lac. No. 53741 ^� E 0 N OV N C > E w N E w i 3 Q LL Z 3 LL 2 2 O L M Q J U 00 W J -Lri �; OO C7 W �ry v 3ov) J w � Q � U) _ N 2 U > N a vi C O ri N � M OJ J ui M 0 0 x M 0 x F- 0 w w_ x Z O rr 0 0 am O oc 0 Z O H a U U <n W O Z O <n w n_ w Q DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. i UQ� O > _J MJ J Q Q w m Q Q06 o Z U) LU a O Q O O 2 D O V / JOB NO. 47118 SHEET NO. C1.0 L CD-1 GDT ALOE PAVEMENT SE FILL GRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT F PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 o F SUBBASE o-o-o-d-o-o P- P- `?--o-o- --SELECT MATERIAL TYPEIORE o=o-o-o-o.o-o-o o oo-o o 057 AGGREGATE, #8 AGGREGATE OR CRUSHED JJ GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR �- PAVEMENT SURFACE & BASE a o 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE o-o-o o-o-000000 SELECT MATERIAL TYPEIOR SUBGRADE (CEMENT OR LIME STABILIZED) GEOTD LE *57 AGGREGATE, #8 AGGREGATE OR CRUSHED DNS, GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATDN UNDERDRAIN WILL NOT BE LOCATED AT THE POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND TN(OIIWLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3' SHALL BE PLIDEO ON IPE SHALL EGIN AT THEA GRADE PPiRALLLEEL TOOF THE THETSHOULDEAVEL R SLOPE 2ZMAVEMENT N3 X DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH NWT. 4" NOM. DIAMETER )(W.T. 6" MOM. DIAMETER SMOOTH WALL PVC .M 0.153 SMOOTH WALL PE 1 70 PSI )00( 1 70 PSI MAM 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO M TO DRAM INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH S TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOW INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. N WALL THICKNESS (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS. WYES, ETC.) WITHIN PAY LIMBS FOR OUTLET PPE ARE TO BE OF THE SAE CRUSHING STRENGTH AS THE OUTLET PIPE. 30*TESTED ACCORDING TO /STAB D-2412 AT SX DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. ROAD AND GE ST RDB STANDARD COMBINATION UNDERDRAIN mr SPECIFICATION RN SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 NAIL _41 -UNITS OF PAY FOR COMBINATION UNDERDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT �-PAVEMENT SURFACE & BASE 0 o a o 0 o SUBBASE - o-o-o-o-o-o-o-o- -4- -o-o-o- -SELECT MATERIAL TYPE IOR■ t57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTE%TLE „I '1-nll GLASS MEETING #8 GRADATION REQUIREMENTS. oFRM AGE h 3 OR �PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE TOP OF I " 1 EDGE OF PAVEMENT I' 90• TRAVEL LANES -1--F--Li--------- - IN EDGE OF PAVEMENT SHOULDER LINE YPICPL)--L TOE OF FLL / LIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PPE CRUSHING STRENGTH M W.T. " NOM. DMMETER X W.T. B" NOM. DINETER SMOOTH WALL PVCI .D3 I 1 0.153 SMOOTH WALL PE 1 1 70 PSI XXX I70 P51 M*M o - o - o - F SELECT MATERIAL TYPEI OR SUBGRADE M WALL THICKNESS (MN - INCHES o - o o (CEMENT OR LIME STABILIZED) )00(TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. 057 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTLE CLASS MEETING 08 GRADATION REQUIREMENTS. DFABRIC RAINAGE GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. A -MACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT MD SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. Ox DESIRABLE) GRADE, BRIDGE CD 2 SUBBASE 3. ON CURB AID GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP CD-2 INLETS OR MANHOLES. 5'-0" RIZERENDGA 2IB BEMN. MATERIAL H) YPEI 4. ON SUPERELEVATED SECTIONS,TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE AVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATIONSTANDARD COMBINATION UNDERDRAIN �VDOT REFERENCEFERENCE ROM AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 50REVISION DATE SHEET 1 of 1 1 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB It GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR M RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER.THE BOTTOM OF THE CURB & GUTTER SHIAI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND R THEEIG OADSPEDESIGN MANUAL IIN MTHE SECTION F ON GS URBAN STANDARDS. • D • r'Y . -----------� A OOFF CONCRETE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 A LG A J R14 STOP 'Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 775 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12.5 36 .875 12 12 C 6 15 48 1.25 16 16 C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTWE) BACKGROUND - RED (REFROREFLECTWE) 1-1 MUTCD STOP SIGN DETAIL No Scale W-1 TOP OF CURB CONTINUE 21B STONE BASE c FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING No Scale VDOT A-3 CONCRETE CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB � 0 0 PAINTED 18, 18' PER 2% MAX. 4P VDOT PAINTED „F/// QDGr F//STRIPE 9' 1 5' 9 9' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale (TYPICAL) 91 REGULAR SPACE NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% COMPACTED SUBGRADE 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. • 10 0 :10m•••�•• 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 \�%\��/\��%\��%\��%\�\%\��//\��%\�/l " 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 W2.9xW2.9 SILICONE SEALANT 211 T 10" 3,000 PSI AIR ENTRAINED PORTLAND a CEMENT CONCRETE 6" TYPE 21A STONE COVER \� ���\\�\ COMPACTED SUBGRADE (CBR 11.2) RESERVED RESERVED VA. SIGN FOR THE DISABLED ON 0.80 GAUGE PARKING PARKING ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. m 0 SPACES SHALL BE IDENTIFIED BY ABOVE PBKTi HWi GRADE SIGNS AS RESERVED FOR PHYSICALLY SM __ r DISABLED PERSONS. PROVIDE ONE (1) R-7-8 $500 RE Tow AWAyzoE TOWAWAYZOPE SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN A(CCESBEiLE 6' ABOVE SHALL BE PLACED ON STEEL POST 1-1/2" O FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. GRADE ADA PARKING SIGNS No Scale DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale SIGN SIGN AND POST DETAIL No Scale STD. U POST GALVANIZED POST TO BE DRIVEN PRIVATE ROAD CROSS SECTION C/L CG-6 1.5" SM-9.5A 20' .{ 2 5' (PAVEMENT WIDTH) I �-- 2% 1 20/ 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 _ THE CROSS SLOPE SHALL BE 2.. FOR A WIDTH OF 5 FEET. 3 I A� %%STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS w C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) (n 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO 7 SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 DR CG-6 CONFIGURATION. (SEE NOTE 11 L_ - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE - - - B 13 SIDEWALK USED WITH THIS STANDARD. t- (SIDEWALK (SEE w - - - - NOTE 5) Of OPTIONAL UNPAVED SPACE H- 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE (n FLOW LIRE 3 R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION t----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE SION EXPANSION OMITTED IN THE ENTRANCE.) JOINT JOINT w 4, RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. �M;A 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 & CURB RAMPS r 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE EDGE OF PAVEMENT OR MAINLINE ROADWAY D INCREASED TO 7 . (SEE CG-13) 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS - - - - - - - - _ NOTE 7) THE ENTRANCE. ® - _ D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES - "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A A SECTION C-C INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD 5 3 % 6 X LOW LESS THAN 500 VPD 5 6 NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDL'JT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS soz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2016 ROAD & BRIDGE STANDARDS WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %2 NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 V2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILUNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.131 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 Fyan D. Cichocki Lie. No. 53741 ^� E 0 N Ow N u C > E w Q E H_ w v 3 Q u 0 3 p LL 2 2 O L M Q_J U00 W _J -� > o rn L7(A NN v 3 _JU 1% w Q 7 LID 2 U > IN ~ C LT1 o O' N `1 M I1 'I - GO J � H Ui 03 M O x (D 2 F 0 W W_ x a z 0 > OY 0 N z 0 f z O H o_ U En LU W O z O U) > W W Q DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. Cz 1� i U OQ (� > J J Q I0 < F - Q w LU �,,,��(( UL W i O LLJ a � O Q U Z O O T� i 0 Ln JOB NO. 47118 SHEET NO. C1.1 0 m 3 OL 0 90 o o O �z 20 0 c E6 a c m m a0 O w w .F U) $ n 02 2 a o & .§ CL D m 2 Y M N J N X C 0.0 0,6 £ 2 m h 0 0 m O c E `o M 0 a c �a 10 a 0 o 0 � o ur m � c 2 �N V 0 c c0i nE w c E H- L 0E ^m \E n� n - m L� E wN m o`J` 8 c E a (R� c,0 va El V� a. N `�'aii � & g -1. 0Eav 0Eti 0 Q Nm,EW s E < E -z E—. E E E. Yq u m _z8 �E N'° o$ O I I z CEoE $� �E Em F rE aE E INS, Qx W n� Nu NRP pnu Mir LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-FD TD-31 ■ TRANSITION BETWEEN PPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF ND -POINT OF LARGEST PIPE. I SHAPE TO OF PIPE I I I I � 9 SLOPE TO DRNN TO INVERT OF OUTLET PIPE \r{A SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES: SHARING OF MANHOLE AMID MET INVERTS N ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF \ SLOPE TO DRAM TO INVT OF STRUCTURE. UTLEPIERTPE O MANHOLE DROP INLET TO BE FORMED CONSTRUCTED I DRAWING. ININVERTSH WITH APPLICABLE STANDARD OR ACCORDANCE SPECIAL CONSI THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST A T nn D CEMENT CONCRETE MIX CONFORMING TO CLASS AT3 OR AT CLASS OF COARSE AGGREGATE MAY CLA55 CI, EXCEPT THAT ` MID UP TO 4" IN DIAMETER AND CONSIST STONE, BROKEN BRICK, ' BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE A• SHALL BE LEFT SMOOTH BY MEANS OFHAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN E%POSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED — INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AMID FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AN`RID�TANDARDS SPECIFICATION STANDARD, METHOD OF SHAPING REFERENCE SHEET I OF I REVISION DATE MANHOLE of INLET INVERTS 302 106.OB I VIRGINA DEPARTMENT OF TRANSPORTATION NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED, p C4 DROP MANHOLE PVC CROSS 041 USE APPROVED FLEXIBLE RUBBER 5� w EMT, a A `/ s STOP COUPLING •,' �:,��. PIPE STRAPS - SAa " PIPE STAINLESS STEEL ) D i:••'`%"�,. a SPACED EVERY r VERTICALLY e 90' RESTRAINED BEND SEVER INFLUENT PIPE MAIN .Wi' 4 .p.4"" •P. A.. SEWER PIPE PLAN 7 PROFILE MW, 6' BEDDING WITH ND, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SOR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 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. S. DROP CONNECTION DISCHARGE FITTING 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 ASINGLE SO" OR 12" DIAMETER DROP CONNECTION, OR TWO B" DIAMETER DROP CONNECTIONS, STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 H Ld z I � \ 1 �— 27 1/2" 014 1699RI 26 1/4" DIA 1667mm] 1 11r [36W1m] 7" [178mm] J��24e* DIAIL [SDI i 28 7/16' DIA [722mm] 5/8^ I [t8mm] 38' DIA 0 26" O O [914mm] [660mm / 13/16" 1 1 2" FRAME SECTION [38mm] [20mm] (ESSED LETTERS (RECESSED FLUSH) 25mm] AN, qp1 (79mm] 113mm] 2 1/e" 3 13/16" 0 2 13/1 " [97mm] 45 �/16" [35mm] 9/16" O.D. OF6GKT GROOVE [17mm] [14mm] SECTION VIEW 1 4" 6mm DIA 17 CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 C 1800" RUBBER PARE® 00981045 S` W (2) CORE [5mm 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS .2400" [41mm PART;F 0096125D 1 1/8" (29mm) DIA BOSS [6mm [13mm .63 DIA. STAINLESS STEEL ROD P2�O 009813118E t.SD OD 55 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL 2) NUT HX 5/8—n zN NYLK NOTES: PARE/ OD981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# OC981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. TYPICAL WATERTIGHT (SHORTI PART/ 00 (2) 193SR LOCK 91 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN -0 2" BRANCH FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B AIR RELEASE VALVE BRASS OR BRONZE PIPE BRICK SUPPORTS OR SOLID CEMENT BLOCKS TD-27 TYPE "K" SOFT COPPER ATION STOP GRADE GATE 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 T"N 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 120 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NITS FIG. W-9 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 ' VARIES DEPTH OF FLOW FILLETS CHANNEL - BMEE 3/4 DIATER OF CONTRIBUTING SEWER. FILLETED INVERT OR A SMOTRANSITION 12A =MI'W. OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDEp. " BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-1-A 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE TD-25 24 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5"IN ANY DIMENSION -INTIAL BACKF]LL+ (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 ,tALL 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. 66 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 Fyan D. Cichocki Iac. No. 53741 "T E O N OV N ur > E N E w 3 � wi Q LL 0 3 0 LL —2 ELI OOU 2 L M U w z w PJJ1—Ln O o N ,JCII N 7 LIM O z F Y 0 U Ln w w Ln i u ry z O =v >N �Ln ED N UI `1 M w CII 03 J UD to CC M 0 x M 0 x w w w H � Q z 0 DI 0 0 CL O ce t7 N z 0 f [no DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N TI 06 i UQ� O> MJ LL Q Q Lu m Q 06 LL a zLL.I O Q ° Z O O I D O V / JOB NO. 47118 SHEET NO. C1.2 m 0 3 a 9X 20 -z 20 o� c A -a w C, " ,a a0 0 o� (D W.� zN od 2 X F w o� �_ 2 '§ a dm 2 Y M N X C 0.0 d6 £ 2 g„ 0 0 EI 0 2 06 a c �a 10 a 0 �0 m � c 2 m h V 0 c ci m nE w c E F L VARIES WATER MAIN-/ / M.J. FITTING L 4" DIP RESTRAINED JOINT FIT7INOS VE BOX TO METER BOX (SEE FIG. THRU W--7E). \ 2" COPPER 4' PLUG THREADED FOR 2' COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECrAT MAIN WITH X'k4'TEE • REFER TO FIG.W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATEVALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. `• USE 25W PS.L CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-SC NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (2707 2' TO 10' 18"-22"VALVE BOX 7 CU. FT. #68 STONE 42"MINI. 6" GATE o °�: •�.t VALVE I . /.: 8 X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 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 4" DIAMETER BRANCH AND VALVE - VARIES BOX PLUG WATER MAIN) RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE - BRASS NIPPLE AND PVC o CAP LUBRICATE ALL THREADS THRUST BLOCK `O METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2' PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES ti VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE NA") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 IU-19 •. y O ® 44' MIN. 17.5' 8' MIN. 4 8' MIN. T (22.Y FOR COMPOUND M=) 4:. 4 eD' a,• _ I d' a a: p` e (2 5' FOR COMPOUND METER) 18 MIN. �17.5'� 37' MIN. 12' MIN. wNGNUT LOCKING ASSEMBLY BYPA58 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 TD-16 - FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. /. I B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 GOATS OF BITUMINOUS PAINT. BEND SIZE A B C D E F 4" - 8 V-C 2'-3' T-8' 1'-Y Y-0' 1 1 V e" 2'-3 3'-0 Y- 1' 2'-B 1 14' 11 1/4' 10" 2'-9 S Y-0 2'-D X- Y -3" T-0 Y-3" S-6" 2' 78' 1 S-4 S-8' 3'-3' S-D" 4'-6- 2 1 /Y 9' - ar V-11 3'- X-e" V-6 2--e" 1 1 4' Ir W- V- 2'-8' 2'-6" III 1IX 10" Y-3 5- 3'-O Z-9" V-9 Y 1Y '-li 6'-3 3'-0 N-6 4'-3 Y 1B' 5'-0 7'-b X-Y 4'-0" 5'-e 2 1 Ir 4- - 3'-0" 6'-O 3'-a" 2 1 4 418' Or 3'-B" 8'-8 3'-0' 3'-B" 3'-9' 2 1 4 10' 4'- T-e 3'-D' 4'- G- z t a 12' 6' G'-O 3'-3' 6'- 5'- 2 1/Y 15 e'- il'-o 3'-W' B' Y-3" z 1 CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE SECTION HO'IE- BLOOHCRAOF S�OR BOLTS TFACE CENTER OFBLOCK CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A ID-4 Top View A 6" MINIMUM 4' " a :v 4" MINIMUM A.. A . 4.a NOTE: RESTRAINED JOINT FITTINGS. - - - - - 42" Minima Certification of 959 compaction required Q Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration Into undisturbed soil or as approved by the ACSA. Side View 0 d . ild< .I I.• ••Ile A,a. . 411 A 45' NEga I FL� TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B UNDISTURBED EARTH 2 - 3/4" DIA, ALL -THREAD RODS. 18" MIN UNDISTURBED E ASTJ A36 AND HEX NUT ASTM A588 (1YP) UNDISTURBED SOIL (TYP) WATER MAIN PUN -CLASS A-3 CONCRETE ELEVATION SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS URGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES HIS Fig. W-30 TD-B JUNCTION BOXES, TRANSFORMER PADS PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT ID' WAY: VARIES '20•t-►1 I�-SD•t 51 111 1 1 1 5' 1 1 F WATER SEWER E LOCATION [IF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY: UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 824" IN e:: INITIAL BACKFILL 8.24 INall MIN MIN. MIN. MIN. v 6" BEDDING #68 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 a'MI INITIAL BACKFILL 4M1 UNSTABLE B° B" e" e• SOIL MIN. MIN. _ MIN MIN 8 STONE GRANULAR FILL AS :;z,.:;.,;iz;,: #8 `!•''•'i:^'=- ��APPROVED BY ACSA � ?-_ s6:-t_<•-r.'= �� S A ... .'I aC� 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" UFTS. 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 \/11111011 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF(FEET)W.W. (FEET) CU.YD. BEND L H T L I H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 ZOO 0.15 2.00 2.25 Z50 0.15 221/2 1.50 200 2.52 0.10 11 1/4 1.50 200 2.50 0.10 90 3.68 &IS 3.21 0.48 45 2.66 2.66 2.77 0.26 8. 22 1/ 2 1.66 2.16 2.89 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 287 0.13 90 4,83 3.83 3.42 0.83 [10- & 12" 45 3.33 3.58 2-95 0.43 3.83 4.00 2&S 0.52 221/2 2.33 2.58 2-86 0.24 11 1/4 1 1.83 1 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TO-3 Fyan D. Cichocki Lie. No. 53741 IYA/zi ^� E 0 N OV N N > E N w a : 3 LL KO LT••1 a J U 00 Z ULLUJ- n M O rvN ~a In Lu -IT W W M 7 IY 3 0 LID`) J w Q D w O 0 i ry DU Z O =v >N H C vi U) V U `1 M W d � W J F- 0 0 x (D 0 x w w w U 0 U C] a Z O DATE 0 > 41512021 O DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • N.A. am N W 0 1� U O- J J Q C2 Q LLJ ' m Q a 06 O LLI a � O Q O Z 0 O 2` I D O U) JOB NO. 47118 SHEET NO. C1.3 L LEGEND I I I I 9 STEEP SLOPES - MANAGED I I I I STEEP SLOPES -PRESERVED I I I I II EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR EXISTING EDGE OF PAVEMENT _ _ EX. EP_ EXISTING CURB AND GUTTER EX.C&G __ ___�\\ \\\ \\ `\ `\ \ I\\\ \\\ \\\ `\\ \`\\ \\I`�\ \ \;\\\\•\\�\ PROPOSED CURB AND GUTTER CG-g - -I - - - - - - - \ ` \ ` \� \' / ' / / ' ' ' ' / '� ' / / / / I / / APPROXIMATE II EX. 15" RCP / _ EXISTING STORM SEWER --- --=------ / \ / / I _ _ - - i �/ ,/ / / / /, - - _ _ _ , / / / , / / / / EX�STINGFHA / EXISTING SANITARY SEWER - O SAN-0—--------------_---__- '/'/ -� _ - r/ / / \ / - //_ _ / / / EXISTING WATERLINE - DAM INUNDATION BREAK ZONE - - FEMA EFFECTIVE ZONE A FL OODPLAIN o 0 0 0 0 0 0 0 0-- FLOODWAY / /'�// // / ' — = �'�_ I '/ ii--1/----1�' /---7=-1----- 100-YEAR FLOODPLAIN ,00 0 0 0 0 0 FEMA100 / / / ' L - �- _ _ /� / // / - - ----F-------------------------------------------------------------------------------------- - � - 500-YEAR FLOODPLAIN o 0 0 0 0 0 o FEMA500 STREAM BUFFER - I 1 \ 1 /� / / / � �- � / / / / /' / / / // // / I 1----------------------- / I _ _ _ _ = a ------------- - -_-------------- a r l EXISTING TREE DRIP LINE ,� /- � / / / / , / / / / 1 / I I I / 1 \ � - ____- EXISTING TREE h • j IFOAK l / / / , / l / I I I I - - T-------- I III I \ \ _ _ _ f\ \ \ \ \ \ _ _ - ------------ _ / I____--_-_- ---------- \ 1 I \r__-____--_ ----- // /' I I I 1 I I I I 1 / I 1-------I __--- I------P1O.02' I 1 1 \ OLD LYNCHB R_G ROAD QLD - \ \\ / I ------ - - - - - - - ----- ----- / I ---- �-------t- 1 I I \ \ 1 \ I 1 \ \ \ STATE RO E 631 \ \ \ \ \ � --- t\ -- \ - - - - - -� - - - +- - - - 1 1 I 1 I 1 - -- ,- - t \ \ -\ (VARYlIyIGR/W1Q/IDTH) ----- - - + - �- - \ \ 1 1 \ ---- _------- ---- - _ - _ \ \ \ \ �` ------194.47' 1 LYNpHBUR� \ \ \ \ \ --- ---------- — -- \ \ \ \ \ \ \ \ \ ROAD ` \ ---------------� - _�\----- \ \ \ \ \ \ \ \� - --- \� - - \ \ \-- -> \-&�ATE - \- — _ ———_—__—_ — -- -- _ — — _ — ___�-�F---'�--------�- [3/ll 1-rE' / J —t _ — _ — — — -- — — _ — _ _ __ —_ —_ __ —_ _ _ _ _ _ _ _ 63r \ — --- / �O'T 6HP- ��H7C� / _ I \ / �T7 i / // i // // / EXISJNG OVERkIEAD UTILITIES / ` ' / ' -- _ - - - - - - - - - - '--cJHPT �� ` ' '/ �' - - - �iP� il TELE l / - /� ' / '� //!' -'TD BE RELOCATED / / / ' - ' / /I /- -- -i-�� •� ' �Y€LE VA�y WIDT / c / - O O /✓ v \ V j071 _U_NDERGR0UND. CONTjRACT6R /-_ - _ HP�� - =/ _ TO COORDINATE -WITH/---_-----__ �_-_--- -- ­IC DOMINIOf3.----- ---- -� _ i257.03 PARCEL 09000-Ob�00-001A0 \ TELE & TV LINES / S(�UITHWO�D CHARLOT ESVILLE LLC \ ' 510.4 ' I \ N IGHBORkIOOD MODEL DISTRICT I \ DB.\ 3375 PG. 063 \ \ \ \ \ \ \ \ \ 1 I I Ofi P, / --�I \ \ \ \ ALLEY 1 \ \ Oy \ - - — — c \ \\\\ 111 I \ �O \\ \\ �� ' / / I \ � I NF 11, 1 II \\ \\ OHP�\�` \ \ OHP� � O OHP-7 1 / / / ' I ♦ — — — — — — — ' /1 `I \\ \\ \\ \\ / / l l I ll l l l /� \\ \\ \, \\ \�OHP�=`—==�;=\ \\ \```` — — — =\ \ I /\/ / // OtA / ' wI/ I / // ////, I`\ \ \ J aIO It/ // /// .:a I \ ill III l l ,//l,l/,l,// / I /I I I \ \\ \ I III IIIII I II / / /''/ii / ZI.I II I I I Jill ---------- If CTI IIII11119 ''/i �i / �///// \\ IIV I I 'rI I I / 'I' // - // //////� / / I I I I \! \ I\•o \ \ / I / \ \ , / , / / / / / / /44/ r• / I oV \ PARCEL 07600-00b0-051A0 1 \ - - - - - - - -/ / / / / / cj U / / \ \ \ SOUTHWOOD CHARLOTkSVILLE LLC I EXISTING D TCHES TOE SAN - / I / \ // / ///\� r / ,/ REMOVED AS S, TE IS REGRADED \ - - - - - - - - - NEIGHBOD6.��06 PG. DE98, SAN L /// // \WITHCONSTUCTIONOF`\ PROPOSED BUILDINGS [�--� --_—_—_— — —— —_, //// / // / 1 / O BE - _ - - - _�///// /// / // // \\ \ \ \ \ \ REMOVED WHENPROPERTY LINE TPROPERTIES - ` \ \ \ II 1 \\\ \ %i / 494. / / / -_ -_ _ _ _ _ / / , / / / \ -ARE CONSOLIDATED. I , \ \ - \ / ---- SAN--- �____ _ PORTION OF CURB TO`BE / r \ \ \ \ \ \ \ \ :. // \\' / , / / DEMOLISHED 7HORIZ&N' _ ./� / SAN i \------------- �—- - 7723— —< Wes\ \W \ \ •'------ \ \ \ \ — — — — — — — — — — ___ __ — — — —__—_-----/ 26- / f If _ BEECH / I — — — — — \ - - - 200.60' �— -�------- _ \---------- 108-- _-- _ r1-------_ ---- 529743'1-2"W 308.65' 490.8// -PARCEL 09QAI-00-90ldOIDO JOUTHWOOD CHARLOTTESVILLE LLB R2 RESIDENTIAL \ \ I \ \ _ ��� -- --- -- 1'10 r \� / r/1 \\ SCALE I"= --------U�p�/-'� T--------\\� / �r\\\ i III I \\I 0 3 _ 60 1 UGT Fyan D. Cichocki Lie. No. 53741 ^� E 0 N OV N N > E w N LL <v3 LL o 3 0 LL 2' O L M Q J6of W J —Lri V W 7 30 w o¢ D 2 U �N a I o a' N � M d� OJ J Ui z 0 0 U 0 x 0 w w x Q Z 0 0 0 N z 0 Z O a u In 1n w 0 Z O 1n w w Q DATE 4/5/2021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 "=30' rl 0 Z � J 1� Z Cn 0 U J 0> 2 MJ LL w W Q � w m Q Z LL 2 00 z Q ° Z 0 0 0 7 = X 0 V / JOB NO. 47118 SHEET NO. C2.0 L NOTE: BLOCK AREAS SHOWN PER CODE OF DEVELOPMENT "SOUTHWOOD PHASE I - A NEIGHBORHOOD MODEL DISTRICT CODE OF DEVELOPMENT." \ I II II II o / / % _ J °°° ///0� \ 11°o° 0 L 41 p _ l ) / _ _ P \ � 0 / —SEE SHEETS C4.1, °�� C4.6_ANDC 4p J r s °°\ \ ^ �J = _ BLOCK 2 0°° / \ -BLOCK 1 10-0 1 00 * / / \ a 1 / O V \ o q/-/Ii/I/\lI/ _/�/kIj //_/ /j / I I \ _ / / —/ `//- II\/I ///_ ' \--1/�_/ /1 I 1j_—/I__ �I_ - I 1/_/;\_\-�/ `/ _I_/ _/ /''- __ _/ ' l /\_ _ '- \\ _/-_l— i_ �\�-r -/\—__ c_ = �l\ \— �°- \ ��l_ o —*\\_ �.}O _\.--\ \\ _�\\\ _� - -_\— ' \—\/ \- _ � ' \\\_ / /i\_C\\\\/ i—/�— r /—/-`__ \-- /,--_—__ /_ �//�/' /�/ \/\/ _ '�//—- '_-/— `-_/ '/__/_\/i\/\— -/i // / \'\�// _ `J_/\\;/_\\/C\\ /~ _ \ � //\\\\ \_/\�l/(` \\am/\/ ' -\1i // / - /\ \\ \\ i\ � `/I1\% /\/F\ \\ /\/\1\,� \�\/\\\ \, \ '/ I\ /1/ `/\_/ \' I�\ 1 /�//` `\\\*/_lI/�/✓I/ r\\/I\/'�I / l\\ �_ l /\�`\` ////``'//-1/-\/ /\/_I I /\l/ /I//I/?I �_ /\L / �I//�\ l \ II�j/I // J ��I//I�///l - // /� �/� \ /j// I�\ /// //\o/\ I\`` -I III �r/ 0 i/I\�)//I \\C \ _ ° \// Ol` r_( //i\\-/\ (\ \o,/\\�� �Cj\ / �c016 °I1° °V °�` ° /- °\=V//// Q `n=�_/, ` I /^5 ` `�\//_�_/ y/C%o//p\`l\\\`)\\$F;'-\ \�\ \/�oI )\- ,\ \,\\. 1� \\/I \ \1 I / \°\vI�\\ 1 w� \�\\� �='0 E=�`.I+I \ I •j �\ °q/'\ �_\�o\I/\ �1 I �`\I(g-0�Vu `I\(V/(liY \�'/ I\%/� \\ I\1 I U //n/I�/\��v\ /%\n'l1fU ,2J I�i 1-~� _—/ j�\ J ` 1 \�\*,�'//, Yi/\�^ \` �_ B�^\ ++\ \\-� °=7,JT`\�/J�I�{/a \\n\ '\ GJ \ \��1 -v—r1�1\\j`-�.\/�11 `;y/ � /_ /_\%/ fGcip/*-,\ R\_—/ °I�iV�,'gy� \—��p/ I / '~7 1\` \�\o,\_ii / •I/n %I'—'f�// 0/I/'aIV�\���n0 _-�`1 /V C\\_ES r / i/6 5fJ/o/ / // L1 o DAt46 E _ 0 E HEET 4Q B' i 44 4i'l /mo8Q`l 0,c'/\/' -1 �I/\ J\ \ \ l\ Z 4.5,AND C5.0 //Z� Q TING RW// \l\ S A 20\'� ' ° \\TERLNEESMT.00 D. 1024p. 148D.0 ®= LI 9p.150 ) ° 0 °OCK 1 ° 7,//(o BLIII_ 8LOCKV / ° /PARC090A 1ll -00-000OO LOEL =2R -/ %9ENT/AC� 0 I1� PARZEL 09000-00-00-OOIEO- Q �5 0Y SOUTH OODC RLOTTEGlLLELV' / IIL/ xNEIGHBORHOOD MODEL DISTRI oo \ DB.14773 P9328C Oin \�\� °EWE EA e.2sk4p. L 4-90 l\ O+ b1 o YTERY 0 0 U 0_00 0 IV/ — D.6. 2�4 0\ 0 °0000-0 e10° °\ °VIM 0 0 ° °o ° � ° / I;/0}y1�/l �,Iv\ I;17 > o °I o�° \ I °°° /�0 °° 01I1\I1 �} _�T— %o o l 40V ° ° /o ° -440� \�I>d \�ye\\\.\II./III\\I\1II\II•. \ J\�I 1I \\ l o \ I` \ n` � \\\\oO -43 OOj0° ° °oD o 42_-0 °— 1 \ \�\\\— � \�%1\\\-4oD , v '1 OON °+° 0o°�µ�—/--° °O-O O° oo oo ° 00 ° o )N 0o° gUSCIT ° —1 OO Oef I O°B/�O \—= O 0 °0 ° _0�o e-o o_ o_ 00 0_ % 0 000°000�- °00\ �\ '00�000oo'\/ 7 0 0/ �\ \0=\K. ce°_ 00� �� ° 0 0_°\ o ` \\ \ \\ + / / ^\/ o °\Q —0 0o o///0 �_0\_ o °-QO0 OiNS ALE abs* 1 g \ ° \' �1/� 1I10.70' \� 30N° ° 0/ o \0Q o 00 �° 0 °�°-°o— ° °° °/°° w= _✓ ��/ °I ° o° 0 a, 11 I \\G \ \\\\ Fyan D. Cichocki Lie. No. 53741 ui z 0 0 x 0 x 0 w x z 0 0 0 CL O cc 0 N z 0 Lm w DATE 41512021 DRAWN BY I ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=150' UQ O L Q Z Q w mJ a LL J 0 n/ azo QU 0 0 00 D 0 V/ JOB NO. 47118 SHEET NO. C2.1 L LEGEND: - a CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY — — DRAINAGE DITCH 1' 1 -------------- - APPROXIMATE LOCATION OF _ REROUTED UNDERGROUND — — — — — — — — — — — — — — _ _ _ _ — — — — — — --IYTiLITIES�BY OTHERS). SHOWN FOR INFORMATION ONLY. _ GP "GP 0 —OHT — — l —OH T _ O P— — — OHP—OHP— 0HP� OHT� I DUMPSTER PAD _ � OHS_ � _OH ° RETATNINGAAhS MAX. HEIGHT±9. Ll I \ a: 9' — U TYP. I / 237.9' � I Q I °rs • 16'� / cn z I I r 66.5' :FIRE LINE'G' / FHA /e / v / a> SAN BUILDING-MOUNTERFDC; • AN R9' / 20' C a c W W R 15' q / / R10' 10' SETBACK / ,E Tr/j—p 4"X8" FHA ° > In z m DJ e 6 6.1' RO UNDER �•POSED • Alp 61� � I v 6 \ \ \ \ I co ROW FOR PRIVATE ROAD \ \ 0 \ \ I W \ \ I I e iczxm I f \\ I L_——— — — — — —— /DUMPSTER PAD Fyan D. Cichocki Lie. No. 53741 ^� E 0 N OV N N > E v E w 3 LL i 3 ¢ LLLL 2 0 O 2 L M ¢ j Uuw z w .J.—n O v 3 0 U) w O oa D ur)i C" >N z O =U H �m V 0 � M W � OJ J ui z 0 0 'x V K ° W W VLu r U C] ¢ p z R O DATE o° 0 41512021 ° } DRAWN BY 8 ; : K. ROESER 6', • DESIGNED BY • 26 K. ROESER UTHWOOD APARTMENTS A ' ' • CHECKED BY BUILDING 1 (9% LIHTC) © TRANSFORMER • B. CICHOCKI 4 • • SCALE a° • 1"=20' FHA • °o • R 12' 22.5° BEND 6X2 TEE 06 ° o VG -MOUNTED FDC 45. BEND 2 METER ° v 90° BEND z ° DOMESTIC LINE'B' Q ° U J R 1^1 y, O Q 1_ JLw w J m SOUTHWOOD APARTMENTS A Q BUILDING 2 Q LL (9°k LIHTC) � 0 06 a z 0 r1 Oa3 JOB NO. NP 47118 SCALE 1"=20' r — SHEET N0. 20; —moo— c4.o L LEGEND: - CONCRETE SIDEWALK — "GP r OH" � oH _ RETAT" MAX. HEIGHT±9. ' ` 1 > o >D Ir( D > e I 10'SETBACK 6X2 TEE FIRE LINE'F' 2" METER DOMESTIC LINE'E' (3) - 4.8" RISERS SOUTHWOOD APARTMENTS B (4% LIHTC) 925',.. >: 5 -6 237.9' c 66.5' / /Y / 4 a / / C .a c Y 10'SETBACK / 7.5' TRENCH DRAIN 6.1' b O 9 qq Y> Al _ Y I O o' O SAN /DOT CG-11 ENTRANCE s: b C APPROXIMATE LOCATION OF I / \VGP REROUTED UNDERGROUND I UTILITIES (BY OTHERS). SHOWN FOR INFORMATION ONLY. GP Gp I DRAINAGE DITCH A GP ' I 1 \ 6 v 25 ROW FOR PRIVATE ROAD \ O \ W ' i-------------� \ \ I x \\\> I \ I — r _TER rn R1 HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY - — DRAINAGE DITCH I �I 1 I Q / /I i x l RETAINING WALL I MAX. HEIGHT±6' Fyan D. Cichocki Lie. No. 53741 ^� E 0 N OV N N > E w 3 w v ¢ a o 3 O 0 2' L M ¢ _j U w z O a (A lu z f 30U U U-) w Q w w O 0 i a ry >N z O =U H C Lri N > M Lu Lu OJ J H- ui M CI 'x V K x F 0 w w w x ¢ z O In DATE 0 } 41512021 DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' )E DITCH B < 06 / I \ I �� ----- Z Q V \\ O Q a- \\ J > U) J W \ m J J LL Q O /\ ^ x \ O \\v U O Q O j O J 2 O O a`j JOB NO. NP 47118 SCALE 1"=20' SHEET NO. 0 20' ao' C4.1 L 10'SETBACK Wall aftf.-Irij "A C a > 5nn / 20' PUBLIC DRAINAGE / 5'SETBACK 20' SANITARY EASEMENT ACSA EASEMENT 0 6 0 R25' s R2 R10 10+00 — — — — I — - -123.00' 10+50� EAST STREET 13+50 1 °42'48"E -~---- - PRIVATE ROVE 1 +00 - 14+0 1 +00 1 12+50 267.31' t------�------- -+- -_�-- 11+50 12+00 I------+----------- -F W --- ---------+-------------- N29043'23"E 225' - R498.5' EAST STREET _ _ _ — — — — _ — 7 m r I — — — — 1 CURVE _ INGRESS/EASEMENT o 1 r — — — EMER ACCESS I I I 4= 3 46 41 EAS M C T& I L—_—_--------J R=486.51 --- STORJM ATER CCESS L / T = 16.05 / r — 1 — E I EMEPft1 L = 32.08 C=32.07 PC = 11+33.321 f _ --------------i' L JI r PI = 11+49.36 GPi / F- / PT = 11 +65.40 I(-------------- �— i' I I L--------------' j------- I j --- ---' i° r i EAST STREET - PLAN rACSA EASEMENT II I � I I J I 5nn HIGH PT ST = 10+98.82 HIGH POINT LEV = 493.55 PVI STA 10+99.87 PVI ELE = 493.68 A.D. = 2.09% K = 3.88 50' VC �� 00It 00� O rn W M N W +p + 7 CID + V II II II °CWj IIU u> W 495 ¢ W > > 495 0W >> w in as rn� <M N V O W +v -- 1.qt 00% --� _ II II > — _ \ J ^ In W — — — — a 490 490 485 485 480 480 h N rn rn rn rn rn rn rn rn rn 7 R R V 7 V 7 V 7 9+50 10+00 11+00 12+00 EAST STREET PROFILE HORIZ SCALE: 1 "=20' VERT SCALE: 1 "=2 13+00 14+00 14+50 o a� a0. 0 20 PROFILE SCALE Bryan D. Cichocld Lie. No. 53741 VA011 471118 M E 0 M o N � N C > E v E w > y LU Q LL o 3 p LL wO `mom -3 V 'Mo z o — n M O � ry r C7 LU �� a w � 30�x cva oa w 6LL � i v ry z O m > c U) 0LU > W M LU vi 0 x U 0 F p w w a z 0 DATE V� 0 41512021 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' CL N W 0 U) U LU O Q 1L J J Q � Lu 06 � w m J 7 a LQ zLL a � 0 C O O O 2 0 Y IOB NO. 47118 SHEET NO. C4.2 L o° ° ° q \1 1 I I I I TH op l 1 ° �H'l.-I ,`M MM-MM = -UUU-UUI� -❑iI II -II'I _ �1I � ••Qwo3�•_•sx0 0 •L°0 2'v_ B` rr.�oN�vv3y. a n D. C~aaHichi� oc �h t° / LieNo53741 -_- -- -- --------- IVA/ o SCALE 1 "=100' / -- -- IONAL�� o O-L-D-LNCHBURG ROA 0 100' 200' --- 110.02' Y --TE-R-OUTE-631 -ST_ -- ° --- _L ---- _ _ 0 0 o o N 0 o o o > E Gp tu o o /o VDOT-SIGHT 0 0 MANAGED ° DISTANCE a - 0 0 STEEP SLOPES EASEMENT QOUMo z ° ° \ (TYPICAL) ;JrnO ° ° ° o �oN o 0 °/ zFN ° dv" °I °°� 0 n o U-0c w ° ° z; 0 ° ¢ m � 0��° ° o OCK 12 Lu ° ° °o % o -- - -- O °o _oo STREAM BUFFER/ o FLOOD PLAIN o CONSERVATION AREA ° I , O13 lk - „° K °TE_ 0 ° NW o /oH0 B�0 z 4 pH -1\ I l DATE� /_ > 4/5/20Z2 1 D 0D �rDRAWN BY -�- - o o , o 0 0 BL C1 c° ° n ° K. ROESER 0 °° > o 0 0 0 o oo C. U DESIGNED B Y 0 _0/K. ROESER o PARCEL 090A1-00-00-001D0 °o � SOUTHWOOD CHARLOTTESVILLE LLC CHECKED BY °0 wR2 RESIDENTIAL/ 0 Li° AU - DU B. CICHOCK I ° .I//II//IIIK /�GOJ i/�- /G� // /©%O<//%/. ,C -•I��II I \/. / -/ts /�///=, �- c�I�\I/I�\� \\\�\, \% \ / \Q�� �o \ �\ �Z'\GyC\� '\I/�\\9 �i/ /\�\/\ �\��!\\ f�I / \I\ , Q_/�\!y\'/yY\ fsx -_ • •• SCAL E I\p\\V -/ \\ 0�III11 �^\I 1"=100' c4) Ji 13 U L - it ° AU n �A U 11°o° � � r cUo If0000 d / r :t�� / o II < a l °000 uGt ° I '/ ' o?OCK 6 AI 7 OTARYPRIVATE20'SANI60000 o BLOCK EASEMENT (o D.B. 2984 p. 688 /` SLOPES o TYPICAL) �_ QONO /� ° \ r, Q h' G 1 I \\ ° RJ 0 ° ° w °OB° \RY LLI LLJ °20 LL � WEREASEMENT UGP EX SAN.M7 n IWP ` UF 11 0 p.0 I frrV 0 TOP = 398,1 \ zZEAMH260 i 11 1 `391.7 0 (WATRTIGHT ENTD 0 0 ° o °°°° o ° o ° o � k \\10=39 G- O TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY ASSOCIATED PLAN(5) 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 4-12 3 5 8 4 3-6 3.3 1.5 5-14 2 3 5 SDP202000048 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 G-31 0 0 0 7 0 18 11.7 0.6 0 12 0 7 7 8 0-18 6.0 1.0 0-17 0 6 6 9 0-34 8.3 1.8 0-61 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 0 THIS PLAN URBAN DENSITY MIXED USE 11 6-34 17.8 5.4 20-182 51 0 1 12 6-34 1 23.4 3.0 13-102 1 70 0 1 1 TOTAL 34.0 150-450 1 186 101 1 141 CYy�J 1 J ° Ao / 0o UG1^O ❑ oUGT-' ( O© t \ \\ O 0 0 \ \ V gXSANMH25 0'/ i hj / \\ ATERTIGHr o o ' TOP= 396.2\0\p O ,Z o L=389.0' °��1� 1\I\o 1.0.-49.8 clj �O°��/ \`'�\\\`� �°�: > J \\\\\\ JOB NO. \> \ o \> Y-� UGT �/ �- - I - \ \ , p I I / - \\ - \ 47118 0 ° / I I �1 II / / �\ `\\ ✓ -UGT - _UGT f ��\.i\ / ' \\ -\\ SHEET NO. O ` \ p l L Fyan D. Cichocki Lie. No. 53741 !> � - - • . s�, - ���%1I' t im�� -gym, 4 �0 111 111E �- t- _ . Q= Via' d1�I�-�'-�.■ hy ll►�1r-1 0N7l� l�dN�. r I man •- ���ai "D"� ��@ �o�ej ■■ ����� .��� ?Wfi. Lu LL /�� i�l� .`. ����7i1>ti■i1s1�!�r�-� ■ ��.���■��1�',Icn.�o,•���r�■�• o / -�►; ,�� // � � � �r1►-'► ---• _ --fir►; ��� ,� �� - �I! � MINEIt'll`�o ; . ,, �� � i i�i - awo _ ��,�,1 �� ! ���■i■�■;■��o�i�i�i�ir�■ice �_, .._ -� /�'q� � � � �; /G �� .� ��� err .. Via►: - ._ • ����� '� _ �T� - - _ • - • .. • ._ '�� � ����'�� \\ �� � �+� � � � ■ � III' �1 ■ ' OD •������ �.��� - � �,o � � , III • - • ►� y - �.___...__ � �..� • IM �I . I' Qk f ° 0 o ° �L II/ � II/p, I \Jy0 1C J` - u u 0 o 00 Jo 0° °°° o° ° o 0 0 00 0 0 0 ° DATE > I i l_ 4. ✓ I 41512021 � G AFtUEN c I \ I / i� / I I ` 5P moo.. o J'. H V i o I i I � \ \\ •O DRAWN BY X I \ 0 - m� �U K.REER _ O S ,�-� ' �'�' l� � / c •'• �. J \ �� ' ° I I BLOCK 1 V� "P PER SDP202000048 �'-�\/5�b ; /' / \ II-' DESIGNED BY III �kFEP / APPROVED ON \ \ \�\\ J \J / / \ �\\ �) ' I \ I V • • o I I , 8 � LOCK 3 11123/2020. I I v O / k \ \�� G l I // y / • K. ROESER 1 0 ' I +� I I .� PROVIDED FOR (� \, \, U - / / ` c� / / - k� ' I i \\� ° I 1 I X i REFERENCE ONLY ~ 0 / " �p �\ �j / / Q � �_ • CHECKED BY 0 I ' (2f6`36 Sl l I / n ••• B. CICHOCKI `0o I6 CASS B TYPE 1 BL nIq/\'QI I SCALE(PRIMITIVE TRAIL ° y 1 „=100' 00 (404 LF) PLAY FIELDLl °0 (4140S00� I I I , o \ TOTLOT I ` / I �c - II`� /� �\ \ \�\ l iy / \ \ \ v \\ • i e (1866 SF p 0 I i\\\1 0 0 , PA F O�J� / i�LG ra -, \ PRIG aRr BLOC // )� ' 7 \ <°� ° BLOCK_ 4 <' 0 \ 0 SEWS PRESERVED J / S 9 D.B. 2 6 STEEP o \(Y�A� o \ SLOPES 185 RK O� %� 0, \�`- TYPICAL) ( -V`j� \ �° \� \� ° K ESTATE) B O K 7 / i '"\\\ C O vp ��\� ,,\\ _ T a ;7/ 'cam \�--� \\- ��m �J /. , 0 0 0 �r , \. ` \ ESTRI 0 0 / n g J TABLET:MINIMUMGREENSPACE AND AMENITY AREA BYBLOCKSUMMARYIXw°w OPEN SPACE OPENSPACE TRAIL &PATH TRAIL&PATH REC.AMENITY& REC.AMENITY& TOTALGREEN TOTALGREEN TOTALAMENITY TOTALAMENITY / v a ,;"° ASSOCIATED STEEP SLOPES MINIMUM RECREATIONAL AMENITIES&CIVIC RECREATIONAL AMENITIES& CIVIC SPACE a//4g 6""''° ��s y� Z LLI BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVILSPACES CIVILSPACES SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED y // eM \ O r v:• , PLAN(S) (ACRES) ACRES ACRES ACRES ACRES REQ. ACRES PROV. ACRES SPACE REQUIRED PROVIDED ACRES ACRES SF SF T� L / / �s�a \ C \ / \ C w C� 1 1.80 5.97 0.80 0.23 0.05 0.00 0.05 2,000 LF CLASS B TYPE I PRIMITIVE TRAIL 404 LF CLASS B TYPE I PRIMITIVE TRAIL 8.00 0.75 10,000 2,011 \ © \\ \� / 296 LF CLASS B TYPE 2 PEDESTRIAN TRAI L � e/ �j / -0 i I O cn SDP202000048 _ / $C� -\\\ © 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 BTYPE 2 PEDESTRIAN TRAIL 1.40 0.27 8,700 1,489 �� \ \ �G �� , V I _ ____ \ - \ V� a z w THIS PLAN �� _ S , /% i \\ O a_ 2 TOTAL OF BOTH PLANS 1,789 LF Gt U O 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 , J _ u 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 i 1 ❑ O SDP202000048 4,090 SF PLAY FIELD UGT_� / \ 500SF NEIGHBORHOOD PARK 1,866SFTOT LOT 985SF COMMUNITY GARDEN 080 SF GARDEN 600 LF CLASS B TYPE 2 TRAILS a 3 •/ O \ � �\ �� / ' � � � J 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 4,000SF3,940 SF PARK NEIGHBORHOODPARKORREC. 1,855SFPARK AMENITYO 2,636SFPARK - y i �_p 0 L1 C3VV 223 LF TRAIL PEDESTRIAN CONNECTIONS y �1 1\ `• / \ �� \ \ O _ \ 500 SF 1 NEIGHBORHOOD PARK 600SFPLAYGROUND `� \ \\ yc / / \ _ \ t\ c �� /•� 1,059SFAMENITY SPACE I%% jG? V / b 2,170LFCLASSBTYPE2TRAILS 4,434SF OPEN FLEX SPACE \ SDP202100006 9-11 0.38 0.00 1.64 0.50 0.505 0.13 0.32 6,779SFREC. AMENITY 0.63 1.41 22,700 35,870 �) �ucT�i / 5,000SF NEIGHBORHOOD PARK OR REC. 2,704 LF CLASS B TYPE 2 TRAILS: 0 1,493 LF BLOCK 2TRAIL -UGT AMENITY 1,211 LF CONNECTOR SITE PATHS ' 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 1 0.15 0.15 6,500 6,500 NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO TOTAL 2.28 7.07 4.12 1.05 0.62 0.39 1.62 10.41 3.61 58,400 69,229 BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD 6FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, Al 11 CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OSPACE REQUIREMENTS IS CUMULATIVE AND MAY BE PROVIDED USING NOT MORE THAN 6SPACES, NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS OCCUPANCY IN PHASE 1. OPEN SPACE GREEN SPACE RECREATIONAL/AMENITY SPACE JOB NO. 47118 SHEET NO. C4.4 0 m 0 3 a 9X o O -z .2O 0 c m- a aL 0 O w C7 Z zN od a 2 x o �§ a dm 2 Y X C 0.0 0,6 £ 2 dh m = 18 d `o Eg 8M 06 a c Nc 10 a 0 0 c 2 .N N 0 c 0 nE w c E F_ L ------------- ------ ---------------- ---------------------------------- ---------- ------------- ---------------------------------------------------- -NO---E -- THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. -------a--- - THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE i SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT_A LATER-TIMEAND-FORIJSEIN-------- IRECORDATI ONS. _ _ _ — — — — — — — — — — — — — — — — --------------------------------- _ ---------1-------------------- _ _ _ _ _ _ ifVGRESS/EASEMENT _ _------------- EMERGENCY ACCESS EASEMENT & ST IMWgIE GP IGP HT--- T — —O T--_— 6H7 � S ' GP n• _ I —OHT — — — OHP— — �- OHP—OHP— — — �- P P— — OHP— — — OHP— — — IGP _ — — — OHP— — — — � _ OHP� � _ — — oyr� pHP OHT� OH'I� 4"X8" TEE W > • o �'• 10' SETBACK ° BLOW OFF ASSEMBLY. I STUB -OUT FO URE 9 I DEVELOPME / Z, I � I 4" DIP I , I I d' / •`; ° SOUTHWOOD) APARTMENTS B I I /(LIHTC° i Z I I , 4" DIP I I I I ° I ° 20' WATER MAIN ° yc II / ACSA EASEMENT d d g / 1. a /J / SAN SAN "' AN a-SAN 1 SANtd W —W S 10'SETBACK / ° 4"X8" EE FHA co r > ^ /�—o v z r Is\'L c 6 A O ° — — — — — — — — — — — > S e.. SAN 0 pr-we!- •:i //� 1 1 s °s ° DUCTILE IRdN I C - --g9 ------------------- Bryan D. Cichocki lie. No. 53741 SCALE VI n fZn mo E N OV N N GP > E N w H W 3 GP -2 2 LL 2 2 0 L M ¢JU°D Z w J — en O o_� I rvry v a U 30U-)� In �� vw w O a 04 D Z jN O Lri 0 ry > � w OH OHP� H a C _ ui / ° 0 o I 2 w w IL 2 Q a > 0 DATE / > 0 4/5/2021 DRAWN BY a . / K. ROESER DESIGNED BY ��� • a I • K. ROESER SOUTHWOOD APARTMENTS A '° • CHECKED BY BUILDING 1 b°' (9% LIHTC) l • B. CICHOCKI .<. / • • SCALE b • 10' SETBACK 20' WATER MAIN T—I a°. ACSA EASEMENT 06 v, T ° i'. '0. •'F. s. ;b'.. � v b. f • p' A Z . V L J wLu J O • m Z / > " SOUTHWOOD APARTMENTS A Q L u BUILDING 2 LL s (9% LIHTC) r0 w a r / / ^ ? VJ O w U 20' PUBLIC DRAINAGE O 20' SANITARY EASEMENT \ —ACSA EASEMENT O k V / JOB NO. -----------rm , 47118 I I r SHEET NO. L--------� c4.5 O m 0 3 c a 9X o L7 -z .2O 0 c m .- a c m a- O w C7 F N 5 N O w a 2 x F w o 2§ a 2 Y M � J N X C 0.0 N 6 £ 2 d m 12 0 = E m 06 a c Nc 10 a 0 W 0 Vl . N V c 2 m m In c c 0 m nE L F E L ---------------------— -- — o ------------------------------------------------------------------------------------------- I I — "GP OHOHT P� — > ° py I r R ' ? 10' SETBACK SOUTHWOOD APARTMENTS B (4% LIHTC) s / a OC c / 10'SETBACK ° o TRENCH DRAIN � r / b \ \ Fyan D. Cichocki Lie. No. 53741 GP GP I / o E N OV / I N N G >E w v2 GP I / I cWi v 3 ¢ a o 3 a� NOTE W THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO r w U ,, i O I ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. a > o nO H THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE a GP SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED I ! v u FOR APPROVAL AT A LATER TIME AND FOR USE IN i � w > RECORDATIONS. I o ¢ O �o GP �x vN z Lri jy,�� < m _ l M OH OJ J —�OHP�� _ GP ��— o� DC 10'SET �_ I �OHP C'P _ � ONPI I � OI P ... I 009 .. / OHT� = I ONP/ o w Lu ONP/ I z DATE 0 4/5/2021 '+ l DRAWN BY a, K. ROESER .d �' .°,, � I • DESIGNED BY °.' i� I y I • K. ROESER SOUTHWOOD APARTMENTS A / BUILDING 1 (9% LIHTC) / D I R. v D. Y:... 6„W s 10' SETBACK y > , / "W " ` 20' WATER MAIN / v: ACSA EASEMENT PARCEL07600-00-00-0 0 ELLC >' E H H D ICT � a i • o � .P' si D + FD A. / SOUTHWOOD APARTMENTS A o ° BUILDING 2 +' 9 (9% LIHTC) v ----------- L---------J INGRESS/EASEMENT EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT l ECH TER m YJ Lid-LYf Y 1 , v / / 20' WATER MAIN ACSA EASEMENT EM • CHECKED BY • B. CICHOCKI ESS/ SEMENT 'G Y ACCESS SCALE NT & • 1 "=20' M ATER ACCESS M NIT /I\«< 06 / I \ I v \ \\ O > Z \\ J J \ Q D- \ � \ ED Z Qaw o 2 Lu \ \ \ O w 0 O 2 O JOB NO. 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BW 480.50'� i ` ; / / / AQiS A136 �g1 / 8 / ' / / �P / / ' / / / ' w ai E _ OHP= OHP_� / / 93 /_ _A74 �4I5� 47 _ OHR� \ v\ v > ^ •� \ - - - / / �a aa9 iF90 _ - / x w �, 3 412- -4 - _ 1 l \ \� OHT� _ \ \ w .o , / ' _ - I I I - - - J' / // ' 491- - - - - _ GP _ / / / Q w i 3 FL LL co TIE — I IE A�� a '\ Ik�O TC \ OH \ y \ \ I / I / l / _ - - _ _ _ , _ _ -492 u ib Z 479.38' I A I / I _ - _ _ - 493 - / o_ j — Lri O 475.93' ` \ \ TC \ �� \ � u� \ � 0 �� \ \ \ f / I r I - .494 a y ry ~a _ o rn 479.54'\ 00 —�\ \ \ , I .. I 1 __' -49 zFp;� a 478.34 \ \ \ \ \ `� \� I I I / ?i O U (n w w .u. S iu ry Z xU aN O /�FECII \`48`{\50 �° F.1' . I I \ ---- OS' // / / > r \ ° \ \,,: I I BW 81.31 \ \ \ TOE o w 493.06' F- 4" 1 TEE / / n a \ \ I I I 10' SET \ \\ \I \ FFE=493.00' a• a) \ \ TIC it ,Q92.82' O _ _ _ / 2 , a T 203 ` e`� \ \ �10, SETB#GK / /--- 475. 1' I i / BLOW-OUT O 7.5z' an.as' \ o. \\ / / / RD1 / / / / O-L 119 L w zz DATE 4"DIP \\/ I / \ \ \ / / / / / / 4/5/2021 TW 90. SOUTHWOOD APARTMENTS I \ _ B 91. r TC w > DRAWN BY (4% LIHTC) FiE=491.,75 FOR _ ' TW 491.59' ' ° 0. 9' a' RD1 118 '\ K. ROESER F RE FFE/ : 481.50' BW491,2p / ,TS e o \\ DESIGNED BY FF 1:491.75' 491.4 ti, I / ELOPMENk ' / Fi B E 1p / l !°>/ l a`. I •• K. ROESER / I / / I / ^ SOUTHW OD APARTMEN S A N. ° I I / / / / /// // BW 490.6'/ / / / >: / ..% / f- C13UILDING 1 TC • CHECKED BY TICI \ / 9% LIHTC) I' 492.6T / 0 : • B. CICHOCKI 480 34' // // ,/ WO/ST , ,/ / A > • I PI SCALE I FE:493.00' � 117 I4" DIP / I 480.TIC It If _ I 10� SETBACK 1I TIC 419 '/ �d0.43' 492.8>Y\\ ------------ 1 /ice l ' I . TIC ... 480 FFEN493.00' V / FFE=493.00' \\ 7 \ \ \ 10' S�TBA/CK \ / \ r l V (Z 482e/. \ \ \ \ \ FFE=481.50' l , / l l / 3(i4 \ 1 \ o FFE=493.00' \ ° . �; Q w \\ 1 I I \\ `\ \\ \ a /l / 0 / l /' , / �' / fi° \ q.° ,\ O w / \ \ I \ ` , I 1 I 1 - A83' _ .ml \ \ ♦ \ \ \ , / , / , / , / e / e(,' /' \ ° °.D \ -i Q TG49/.72' C / I / ° \ q e ° \°s Q Z \ \ s . \482.22' \ \ \ � .75' - - - - - - - - - / // / .\ / I . a / ° \� °!�. ° ° . �n � I E=493.00' W Q / - - 4' - - - - - - - - - - - - - - fVJ492.09 / \ w� i_46 C i \ - --- -- - ------90)'/4,91.9' / / E - - - - - - - -TRENCH DRAIN 92/1T / / \ ° \ ° SOUTHWOOD APARTMENTS A BUILDING 2 LL — — — — — — — — — — — — / / A85 _ 484 - - - - - - -1 // / // \ ` as3.oa \ \(9% LIHTC) — — — — / - - - - - _ 488 - FFE=�91'.7 ' I / / \ FFE: 499�00' ^ / , ---- S- Aag 00 --- paslss'6 /. ,� \ A w \ \ \ z MIANHOLE - 487Aaa -- -'-�- '-°°. /° / / / / / � ` 93 '' \ L.� Z `� o Q TW 492.96' °N. a : \ / 4 .2kf O LJ WER ON \ v>. .a,. _L \ BW 491.75 SqN i c a \ A 494.84' \ 3,3 1 \ Ag a• ' \' IL AGE 1 / / ° ',.' ,. ;.. •? TIC \ N prn ? \ 121 --------------------- - - - - -- 493 O L jIRQN DU E - - - - - - - - - - - - - - - - - - _493' 122 - \ \ \ \ v - - - - - - - - - - - - - - - - - - - - _ - _ JOB NO. _---- ---- _ '--- _--_ --------'\\-------------1 //, N� 47118 / / _ SHEET N0. Jam- ----b� / —0— L ______________1___________-____\___ \ 4__________— \ EX. " CMP a ---------- _ -_ _-------- Bryan D. Cichocki \ _ \ \ \ \ \ \ ------ \ \ \ \ ` _ ` _ - _ _ _ _ _ \ � \ � � lie. No 53741 \ O. ---- — -- _ `r`SIONAL - - - - - - - - - - - - - GP.-" GP/ GP; .'/'.'.�' / / �/ \\ / ''___--- \ // �---------------------- _ -\ 0E o f BW480,5p'Aa�� / / / / ` -- 455 Ago A9�p8g'9 // /// / // // / / // //� �'\`-_- / /' / // / /''I--- --- - - - -_ ---_-_ -t--- — — — w Q E \ 1 / — — - - - _ - _ — — �OHT� \ w a /' l l I \`---J/''' '-491-----' GP // / / / // /' "_---- / / / / / l------- — — — — ---_ I ---- - FLU 3 1 OH p\ �7 H\ \\ \a \ `G\ rp\ HTp \ '' '- II ♦ /// / II I I IJ / / 1 __ I-' -_ - --I - - ' / d /l '/ /// / / // ' / /// / // /' ' II /l/ // /I / / / /// / / II III I- -/_ / / /------ -- -/ --- /- -/-- ww�Oy� Lrv`6 -492H7/ GP - -- -__- JI - ---- Uuii O -493'/ // _ _- -wm OTC 6 / ' ' ' "1 I W 479.54' °o —495 GP a °� xvx U LU U Q N O TWA 17• �P , > O \ \ I I \ \ \ \ BW 492.79' 501 ' / / / \ _ LU ,FP'E 148'Q.50. Q , \ \ \ \ \ BW 81.31 \ \ \ TG� ` \ _ 5 2- / / / / / I \ \ / o w 493.06' \ \ \ ` \ \ _ - I 50 / GP I \ \ I / �o H \ / / \ TC ' - _ _ `'tea$ _ ,4g6 ,4 _ \ , ` / , h° 00 GP \ I / z •A92.82'=O gg \ .... \ \ / > . 1 \ \ \ ` _ - \0 \S 1 50 / TW 501.36' ��� p09 2 10' SETB/AC�K/ I I / / d \ / ° f - \ _ ` ` _ _ 2 S03 SO4 $ BW 495.80' \ �01 I / \ , 4 -51ONE o O--t 119 ( \ \\ \\ /' w w / 2 Q e.o DATE > TW 90. I 1 I \ \ I 1 \ 1 \1 1 11 �/ 41512021 SOUTHWOOD APARTMENTS B / ' e s1. r ; Tc \ u _ ' DRAWN BY . F!?E 491.75" /- v °' 92.66' "'• C \ �� I 1 W 495 83' / } (4% LIHTC) 7 / . / ; / 7 Ex I \ a9o.3 / `\ _ \ \ I I t / / K. ROESER FFE/ :481.50' TW 491.59' / ? 490. 9' a'. I RD1 I 118 \ \ _ \ BW 4912�' / TS e • ' I \ TC � / FFF 1: 491.75' / 491.4 y,. E \ 49o.aT \ I ' � 'IS ° 4 �.30' I a \ \ I I \ 49S I I I I I - -507' / • DESIGNED BY 90131/ . 9> 1 I ' / / / • K. ROESER TW 491,0 ' Sou- APARTMENTS A • CHECKED BYBW 4906'/ 28�9% LIHTC) I I. ' 492.6T \ — v9 \ I I I I I I I 1 ` /BYVf9O/5T / / ??° A °..' I / I FE:493.00' _y0 Tr I I 6 ' / / // • • B. CICHOCKI TW 495.19' / / i/ i /// SCALE /// BW 494.77' / // /// / / / • 1 „=20' / 90./ •� iql 503 CL 10 SETBACK / e I \ \ 115 / // // / / // / / / / / / e'• P('. I OTC/� PARCEL 07 1A0 / /T l /// / \�<� / / / / / / / v < / a, .✓ I I \ S UTH 502- D A VlL \ I I o 1 - - '/ / / / I \ ICT 492 ` TC 1 h 492.81 V. I 1 \ °° '2' \ PG. 1 8 \ \ 493.35' 49279, >\,\ . e p ° e _ ° „°..° >..4 2.79' v° °492.56' FFE\493.00' �/'� .., ° ` v - ° o° . ` _ ` ` 493.52' FFE=493.00' \ e >. <- 492.7' °�� °p _ a � III II 1�1 — ---� I I / \ (, 1� SETBACK \ FE=493.0 I I 1 \ 500 III \\ FFE=493.00' \ .. °...� ` \ d II I 11 1\ I I I I (0 / Q r III \ \, O � w Q Z '�\ °\\E=493.00\' \\\ \.:\\\ L1J- - - - - - - - TW49E.09' EFE�93.00 Q -- - -B 4919E LLj -TRENCH ORApQ6 BUILDING 2LL 493.00' \(9%LIHTC) O 0x FIFE: 499.00'��WI� tk0j\ \ \ I -GONTECH \ ' 49 \ z FoJELLYFISHILTER / VZ- 494- E / / / / �� e \ \ a .zi� / 3 \ _ 5' SETBACK 09 O I VV 491.9s' \ / SS% _ \ \ 110 491.86' 4 \ 493.12' B W 491.75' Sf�M I / // \ / / ° / \ \ 494.84' _ ` _ Q9� \ ' ' / 493. � 108104 106 IV e It° e e e o e TC 105 It V — — — — -093.4�-- — — — — — — — — — — — — _ 491.24'_49 121 49 / `\ _--�-�----------------- - - - - -- ---------- - - - - -- \ _ _ _ \ \ \ 12 _ /' 124 \_\ JOB NO. 47118 _ 490- SCALE 1 "=20' \ SHEET NO. 0 20' a0'\ C5.1 0 m 0 3 a 90 o � �z 20 0 c m w a c m a- O w O Z m O d mx m o F m o 2§ o. d m 2 Y J N X C 0.0 0,6 £ 2 m m 12 m C c m o E m 06 a c 2c 10 m o - o c 2 �N N C c 8 as �0_ L F E L 108: MH-1 STA 13+80.36 TOP 492.04 INV IN 484.69 (109) INV IN 486.76 (125) INV OUT 484.59 (107) 106: MH-1 STA 13+62.65 112: 12" Basin - Circular (Solid Top) N TOP 491.31 STA 14+87.92 io ,,,� o v INV IN 485.38 (123) m ,,,� o TOP 492.76 o L o CO INV IN 484.50 (107) L INV IN 485.43 (113) N 0 7 n rn o N INV OUT 484.40 (105) F (0 °0 INV OUT 485.33 (111) N `� Lq N � Cn a 104: DI-3B 6 ft Throat m o0 c0'Cl) 114: 6 " Cleanout _ Lo M M N CO MNN (O V =C'. CMS F STA13+11.81 mI0� M+tea STA 15+22.76 �NIt 6o8O W =+rnva N rn 0 ( M+Maa~ 0 °' O ono �� 0 ��.vzO O TOP 491.37 O oQa� 0 TOP 492.91 � 0 oF0>> INV IN484.15 105 INV IN485.70(115) 6o (L p n:,t0 1U)Pz z z INV OUT 484.05(104) �U)�Z Z INV OUT 485.60(113) IOFZ Z Z Fn-r 0�0-> CO U co m 0 � M O N W N C9 co CO C00 W m(coN + �O� It NH ooF0>>> oF0> IU) Z- NfnHZ V11.1 500 500 PROPOSED GRADE EXISTING 495 GRADE 495 6" FIRE LINE'A' - -- - - - - -- �� - --777 4 3' 490 - - - - - - - _ 6" FIRE LINE'A' AIN. 490 2.3' Q � � 119 80., 77' OF 485 O 115 117 HDPE 485 10 111 34 68' OF 102.15' OF 15' HDPE 1.00% 105 33.0 ' OF 74 ' OF 15' 15" HDPE 0.50% 104 50.75' O 15" H 15" DPE PE @ OHDOPE o @ 0.50% 101 102 198.16' OF 15" HDP @ 0 00� @ .50 k 32.08' OF?78.50'0F g'HDPE @ 0.50480 8" HDPE 0.50% 480 @ 0.50% 011117 @ 0.50 k 17.52' OF 15" HDPE @ 0.50% 475 475 470 1 1 470 9+50 10+00 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 o o N TOP 475.22 2 P INV IN 470.34 (203) 106: MH-1 H N o0 102: DI-3B 6 ft Throat F o O, O? INV IN 469.72 (205) STA 13+62.65 m O' rn STA 10+35.15 v v: rn (0 INV OUT 470.24 (201) TOP 491.31 m a o F TOP 493.27 M c con F ' 200: DI-3B 4 ft Throat INV IN 485.38 (123) ' 0 0> p, v 0 NV IN 482.57 (102) o o O p a 0 STA 10+01.54 INV IN 484.50 (107) Q a > INV IN 486.23 (121) �.; Q o > TOP 474.89 INV OUT 484.40 (105) (~p ? INV OUT 482.47 (101) U) FO z INV IN 469.62 (201) 505 505 505 505 490 500 500 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 T4.71 / 490 490 6" FIRE LINE'A' 121 485 F 485 15" HDPE @2.0C 01. 480 480 475 475 9+50 10+00 11+00 11+50 STR. 102 - STR. 122 18+00 18+50 485 485 EXISTING GRADE PROPOSED GRADE 480 480 3' / / IN. 475 i 03 O 475 QE 2 470 aQ 470 c�3y. 201 12.46' OF 12" HDPE 465 @ 5.00% 465 460 460 9+50 10+00 11+00 11+50 STR. 200 - STR. 204 116: MH-1 STA 16+24.91 TOP 490.55 INV IN 486.31 (117) INV IN 486.31 (127) INV OUT 486.21 (115) 128: DI-1 STA 10+31.41 TOP 489.83 INV OUT 486.45 (127) .5;nN qn-r 500 500 PROPOSED GRADE EXISTING GRADE 495 495 490 490 2' MIN. 485 127 485 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 f0 0 M ^U')V 2 F N N N 206: DI-1 m o � c4 o STA 10+47.06 m N 6 I my TOP 475.85 Cl) �o v z) INV OUT 469.93 (205) oo Iazz0 NZZZ 490 490 485 485 PROPOSED GRADE EXISTING 480 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 ` N U � 108: MH-1 c N STA 13+80.36 m m o bo TOP 492.04 INV IN 484.69 (109) v =O a. INV IN 486.76 (125) io Q > O- 04 INV OUT 484.59 (107) U) Z �nR VILI 500 500 EXISTING GRADE PROPOSED GRADE 495 495 I T 3IKI 490 490 125 OF 485 36.79' 485 16, 2 00% 480 480 475 475 470 1 470 9+50 10+00 11+00 STR. 108 - STR. 126 168: DI-213 6 ft Throat STA ??? TOP 491.64 INV IN 481.40 (169) INV IN 480.96 (601) INV OUT 480.77 (167) 505 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) 505 500 500 EXISTING GRADE PROPOSED GRADE 495 495 TRENCH DRAIN 490 490 -� 7 -X 14.8 ' OF 12" HDPE @ 0.50% 485 485 301 19.83' OF p 12" HDPE IVuul @ 10.00°k 480 480 475 475 9+50 10+00 11+00 11+50 EX. STR. 300 - STR. 304 Bryan D. Cichocld Lie. No. 53741 VA011 471118 CL O ce 0 z O a_ U V Lu W 0 z O U) w w DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 "=50' Cz 1� / \V i UQ 0 > 11J J LL J -j Z m^ J LL a s LL I..L ? 0 Q O (n 0 0 L2 I ,0 V 1 IOB NO. 47118 SHEET NO. C7.0 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 � co 2 O M � � L own O Lo In 00 aO � (O m fM N 00 u7MN 6 � +O 0) D M +O 0) co � D O o�vzz0 Uz oU)izzz SOS 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) rn o r, o TOP 492.76 INV IN 484.40 (107) r INV IN 485.33 (113) N INV OUT 484.30 (105) r (0INV '-' � OUT485.23 (111) 104: DI-3B 6 ft Throat m Ci °o° 000 114: 6" Cleanout °6 N N O 00 STA 13+10.28 m STA 15+21.23 N o 00 0000 F TOP 491.37 p z x0 TOP 492.91 g �O v z z � INV IN 484.05 (105) o a w > > O_ INV IN 485.60 (115) a a > > > INV OUT 483.95 (103) U) z z INV OUT 485.50 (113) 1 ? z z 2 M U o 0NU,) CD y 00 C2 N co0 00O m� N H gc°vzz��v0 O ooF0 >>> oF0> �U) ? ? NSF? VIM 500 500 PROPOSED GRADE EXISTING 495 GRADE 495 6" FIRE LINE'A' ��------ ____-- 11 3' 490 - - _ 6" FIRE LINE'A' MIN. 490 --- --- -- 2.5' / O 119 80.77' OF 485 0 10 1 1 34. Ila102.15' 8' OF OF 15' 17 "HDPE 485 HDPE @ 1.00% 105 33.08 OF 74.0 ' OF 15" HDPE @ 0.50% 103 50.75' O 15" H PE 15" DPE 0.50% @HDPE @ 0.50% 101 275.13' OF 15"HDPE @ 0 0% @ 0.50% 32.08' OF 18" HDPE @ 0.50° 480 HDPE o 480 4" @ 0.50% 6" FIRE 107 LINE'A' 17.52' OF 15" HDPE @ 0.50% 475 475 470 470 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STR. 100 - STR. 120 HORIZ SCALE: V=50' VERT SCALE: 1 "=5 202: DI-313 6 ft Throat STA 10+14.00 o 04 o TOP 475.22 L L � INV IN 470.34 (203) 106: MH-1 H ro 0 102: DI-3B 6 ft Throat F o rn v co INV IN 469.72 (205) INV OUT470.24 (201) STA 13+61.11 rn m rn ro STA 10+35cl;.15 v rn o0 TOP 491.25 m o f TOP 493.33 m M r- 200: DI-3B 4 ft Throat INV IN 485.38 (123) -p o v x0 INV IN 482.57 (103) 5 o v x0 STA 10+01.54 INV IN 484.40 (107) a a > 0 INV IN 486.23 (121) N a IL > 0 TOP 474.89 INV OUT 484.30 (105) C*4 z INV OUT 482.47 (101) C14 v~i z INV IN 469.62 (201) Sn5 Sn5 Sn5 SnS aon 500 500 EXISTING GRADE PROPOSED 495 GRADE 495 490 490 3 MIN. 485 Ae. , 485 4 2.9'W 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 1/4.7 490 490 6" FIRE LINE'A' 121 485 F 485 15" HDPE @ 22.0C 480 480 475 475 9+50 10+00 11+00 11+50 STR. 102 - STR. 122 18+00 18+50 116: MHA 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) SOS 505 500 500 PROPOSED GRADE EXISTING GRADE 495 495 490 490 485 27 485 27.36' OF 15" HDPE @ 0.50% 480 480 475 475 470 470 9+50 10+00 11+00 11+50 STR. 116 - STR. 128 HORIZ SCALE: V=50' VERT SCALE: 1"=5 o N m 0 2 f u'1 N F N N V O r O V N N O C7 ^ O coN r = + m + Uj- CD 206: DI-1 ��a0 oczz0 STA10+47.06 F 0> z c a a>>> TOP 473.99 N U) � N U) ? ? ? INV OUT 469.93 (205) AQn aon 485 485 EXISTING GRADE PROPOSED GRADE 480 480 3' 475 i i IN. 475 470 2�3 OF a0p20P� 470 201 12.46' OF 12" HDPE 465 @ 5.00% 465 460 460 9+50 10+00 11+00 11+50 STR. 200 - STR. 204 U N U 108: MH-1 STA 13+78.82 a TOP 492.08 M o v INV IN 484.59 (109) �ov CD x0 INV IN 486.76 (125) 6 a Q_ > INV OUT 484.49 (107) 04� ? Sn5 FYay 500 500 EXISTING GRADE PROPOSED GRADE 495 495 -r 490 3 490 485 125 3679 OF 485 1@ 2Z 00% 480 480 475 475 470 470 9+50 10+00 11+00 STR. 108 - STR. 126 EX. STIR. 300: DI-213 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) Am Sn5 485 485 PROPOSED GRADE FF EXISTING 480 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: V=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 OF 12" DPE @ 0. 0% 485 485 301 19.83' OF 12" HDPE @ 10.00% 480 480 475 475 9+50 10+00 11+00 11+50 EX. STR. 300 - STR. 304 Fyan D. Cichoclu Lie. No. 53741 ui z 0 0 x M 0 x 0 w U a z O 0 0 r am O oc 0 N z 0 z O H a U U LU w O z O En w w a DATE 41512021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 "=50' 1� 06 1� V // \ i UQ� 0 > L1J J LL J LL Z co J Q 2 }O I..L ? Q Q O U) 0 0 2 D 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 OF � � Bryan D. Cichocld � U Lie. No. 53741 STA 10+00 : EX`. 4 - V A '11 T lNV OUT 48OP(492.8) IONAL �1 2 STA 10+64.33 2 STA 10+64.33 (�J118 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 ' ,1.0,% INV IN 489.00 (BLDG 12.1 - 2) INV IN 489.00 (BLDG 12.1-2) INV 1N472.65 (11-EX. 1) INV IN 477.52 (BLDG. 11 - 4) 0 0 INV OUT 488.57 (2 - EX. 1) INV OUT 488.57 (2 - EX. 1) INV OUT 470.96 (10-8) INV OUT 477.42 (4 - EX. 3) N ¢ o 505 505 505 505 500 500 > E w v E ¢ a o 3 p w - wO `mom 02 W USE GRADE RINGS TO 500 0 500 w w V smo 0 ADJUST RIM FROM O d {/1 N N d EXISTING ELEV 492.72 EXISTING IL Z F w � TO FINISHED GRADE GRADE a 0 x w PROPOSED o < 6 LL p v 495 GRADE 495 v O F ¢u 0 U) FFE=493.0 N n w W M 3' 00 IN. 490 490 L� cn 2 �� 41 O o 64 33 OF 6' pV x 485 3' 6„ pv oo 2.00 b 485 0 II x F p w w STORM PIPE 101 ~ 480 480 ¢ z 0 V� DATE 4/5/2021 0 475 475 DRAWN BY K. ROESER • DESIGNED BY 470 470 • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 465 465 1"=So, 10+00 11+00 9+50 10BLDG 12.2 - SSWR EX. 1 12+00 9+50BLDG 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: V=5 �--� cz 5 1� 0 - 01� u') U) w 0 50 J PROFILE SCALE ( 1 i 0 < 0 J w m Q m w J Q Lu LL o� O Q Q U O Q O U) 0 L2 I ,O V 1 IOB NO. 47118 SHEET NO. C7.1 Z p J_ 7 [0 500 � 500 O EXISTING a GRADE � a 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 0 EXISTING � GRADE 00 p PROPOSED w 485 GRADE O 485 O tr a FFE=481.5 480 3' 480 - #fN. 3 -BLDG. 475 4 ' OF 23.98' OF 475 6" PVC G� 2. o°b (i� 2.00°� INTERNAL DROP 470 CONNECTION 470 465 465 460 460 TH OF � � Bryan D. Cichocld � U Lie. No. 53741 VA011 505 505 505 505 505 505 (�JI18 �SSIONAL O1 ^� E 0 � o N N Q O > E w v E � UM Q a o 3 p U. 0 wO `mom � V oMo z o —u O rn C7w a w 30'x cOa w Ln i ry z 2„ 2„ �va� U) w W M a� 00 vi O x C7 IX cm F 04 04 0 w w w 2 Q Q z O in 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 0 4/5/2021 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 5J • CHECKED BY B. CICHOCKI • • SCALE 1 "=50' 0 • 0 50 PROFILE SCALE 505 505 500 500 500 500 490 490 505 505 N ly 1� 1� i U O>w s" J w J DIP W M Q 0 LLJ Z O � m ^ J LL a_a �� ryOLU ^ r I..L Z O Q Uof Lu O I-- I-- z O 0 L2 I 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 D FIRE LINED' DOMESTIC LINE 'E' FIRE LINE 'F' FIRE LINE V FIRE LINE W 0 HORIZ SCALE: V=50' HORIZ SCALE: V=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=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 , IOB NO. 47118 SHEET NO. C7.2 WATERLINE c� z 0 J_ m C1 500 w 500 O a O G✓ a 495 495 FFE=493.00 490 MIN. 490 1' 1' 1.7' CLASS 52 z 485 DIP WAT RLINE � 485 STORM PIPE 115 STORM PIPE 21 H S ORM PIPE 10 STORM PI E 105 °p O � 480 480 w � p U W Z W W W Z Z D O HW m F H W W It Z m � m m W 475 � v N � � � � � � 475 C7 � z 0 J_ m 0 500 w 500 O d O a 495 495 FFE=493.00 490 3.5 490 MI . 6" CLASS DIP WATER 71NE 485 485 480 480 H H 475 475 495 495 FFE=491.75 490 490 z 0 J � In / .5' 0 / w m a 485 485 a FFE=481.50 480 480 475 w 475 w a m � � � 470 °' 470 c9 TYPE z 0 J_ m 500 w 500 O a O G✓ a 495 495 FFE=493.00 490 4.1 490 K COPPER WATERLINE 485 485 480 w 480 w 0 Z W Q m � � � 475 � 475 495 495 FFE=491.75 490 490 O o J � / C° � 3.5' 0 w O 485 O 485 O � a 6" CLASS 52 DIP WATERLI E FFE=481.50 480 480 475 475 w w X 470 � � 470 c� TYPE z 0 J_ m 500 � 500 O O 495 495 FFE=493.00 490 3.5' 490 K COPPER WATERLINE 485 485 480 w 480 w Z W a m � � x 475 � 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' — — — — _ i ► � , ' , 0°j QJ�'\braZQ/ / / , '\ , \ ' I 1 1 I I I,I I1� I II O \ \ P� i \UGP I IW - ,__4\ \ TH Q m ri . `----4 \ I p V+ , a s2 \ \ \� •� \ I 1 I I ��, 1 \I I II \ I 1 II I \\ ^ \ / I < �'�/► I o r 1 \ I\ 1 I I III II `Bryan D. Cichoch m N '' I m Iv' 1' 77 ' \ �\ LI 1 11 I I I I I 1 \ \ —UGP� W ZE i/ e A I O 1 I ' I `— \ \ I I 1 1 I 1 I II �- Z I O \\ \ \/ \ / Lie. No./5j�3i'741 .b N - �- - / D 1 ' I II I 1 \ 11, 1 I I I II II I II 'I I', II `` II', III \ \ \ \ \ \ \ G�• `� _ ��'0 y/0' 1 ----- - - - - -- o uj c'i O irn ' 1 , \ \ I I 1 � II `\ i , \ \, \ \ �O \ �'�'S Cs1 a U tL 1 I irn 1 1 1 11 \ \, I I I I II I I 'I c0� \ III �I \ SIONAL - d N N0�g2 '� ' �'1 I � ,� \, � ; '� r�- � I ; I, I � I II � ��1\,II \\ II', � \\ \\ I \;\•/ E \ /' ,' I I I , , 1 1 I I I I 11 � ' ' '/�_ _�i , �G� a� V00 Z #-- 12+ p 13 / 13 / , I / I I, I m N a10+5 11+ -----------i --- -t---- _—$--- - - ----T--r--- - - 0 / �4+50 � i _ o i 1 z ° " -r---+-•�---- / +�- ---I-r--�15+0� -- 1� 1 + 9,6q I - O x u // 96 'g c�sW - / / l i / — �v 062�:HICKp BYSTREET — — — ,'' LIC R/W� � ,�' '' ,/ ' / / �' '/ %J— -� —'� � \'�—,,,,—T— \\ '"��Q I\/SAN�� . = U Q� O 1 — —i— W / —� \\ ��Et36T__ \ m w\ OLD Ly — I ,\I\\sAN y m --—• o. \NCNB RGI 1 I \ \I\: b� \--------- OF Y9 Z t19TTOBI \ \ \ \ i \\• �� ow \ I \ I '6? \ 8 _ _ v _ _ _ _ _ _ - _ _ _ _ �_ _ _ OF . • 'v'• ..UGT.__ / — — \ -T -1 \ `\ \ 1 i\ II II L_ ` - _ - M A. co_ _ - to - - _ - ' - - _ - `` - - _ - - - - - F_ p b \ \ / - - O UGfl �.4 U_/ , / \ uj 2�. _ -__-_ —� __ _`- \I I '1 �/ I / III / \\ \\ \ \ 11 1 I ' a , ' I I \ 1 \ L H O /__ _ Q - 1 1 1 1 '' v Z L f I 1 \ \\ 1 I I I 1 I \ U Z O \ DATE > i/� 41512021 DRAWN BY N K.ROESER DESIGNED BY / I 1 1 1 1 1 1 � I I I I , , \ / • x I � • K. ROESER � 491 .. / \ I -___ �� , `/ I I I I I I I 4g� II , 1 1 1 I I 1 !,. I AIL I \\ I / � � Ob2 CHECKED BY II'1 I I Al ttl. f i'to I 1 / I • 1 1 1 �o �% I - 1 II I 1 / • • B. CICHOCKI /I x ,� \ I I I I I Q� .. I I I I `------'/' I I I I I I II I , I / � • O' p I I I, 11 11 11 11 I I(P I ( 1II 11 I I I I I $C SCALE • 1"=20' /UGT i 0 20' \ 40' • It I I I i\ • am N 1 505 505 z 1 V/ Lu U I 0> 0 J w J Q LU ZU i w m Z LL aaa }} vJ I..L ? 0 V O 0 VJ 0 L2 I � 0A■ Y 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 Sight Distance Profile IOB NO. HORIZ SCALE: 1 "=50' 47118 VERT SCALE: 1 "=5 SHEET NO. C8.0 500 500 SDR - 280' EIGHT OF YE = 3.5' 495 - 495 EIGHT OF OBJECT = 3 5' 490 — 490 — _ PROPOSED SDL 280' EXISTING GPi IDE GRADE \ \ \ 485 \ 485 480 480 \ \ EIGHT F \ OBJECT = 3.5' 475 475 470 470 L / \ I ° I I o / Il )\\\I I \\l I I 1-- -�---- =---- I I---1----L----1---- ---L-_ ` rt--- i-----------F-- I---- ----k--------- OLD LYNCHBURG R r �—M m7F MMiff f��� wM�w m\s ���t,�k t,��� �%� �� ��� r�iii������ ii _ ��-aC�_ � s.��r�'M.� \--c----------- < ` - - -=- -� - - --------- ---- \ \ \ \ \ \ O 'O�-QHP�' 11011, i ' /� % / / ' % / " \ i ' / ' l � ' l l l / / \ I + 7 - 493'Ag ' 'N/ �' '' i 'r/ /' / / I / / / / /W / / / a / i- b $ I N 1 \ 495 At - / 506- �Illio5Q / O W / ///,/ / I / _ /- / ° A - / v v I I S �/, , / � •/. \ 4�1� -F-� I I . I I 50 � � � � \ � � lI � I �'/ 1 /' •= �. I _ � _- _ `� \ �\ � ° /� /,� -:.. ' 1• 1 \ o. .. .,. 5. ' - `'` \ 2 g _ IOAfC/=1��__-- S T R E E T ' I�/7// / / // / /l l \ \ 1493 _A���/— v Ii 491 �3�;;,_�,_,_ r —�Ir:� ,�:� ::1�'::,1� ,� / �1 ,,(y �� \ t7 \ _:ate r� ��:: < C _ C \ C / _ I \ - 488- - - / I - - / _ - 487- ' -vY°P_ _ _ _— — / \ \ _ \ ` < UGP— _ _ v - \ `' _ GTE _ . 1 \ \ 1 \ TT _ _ _ � . \ < ER - _� - w // — — — — '� 1LAAA1� � 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W.O I' �• ,l / I I — — "- UGT - - �' >ti� o �. \ I \ \ V I �I I 11 I \�� \� 11\\ \ \I\\ \\Iz\�\ I\ I�I� N \\ // /i \\ \ I1 I \\ v, \ \ SYL°AMORE \ �/ \ _ \ I \ \ \ ®-'sA-N B I T T E R NUT LANE--- \\ \ \�I J\ MAP G'F/, — -1 — / / LE \/� \ \ - \/ I ❑ / / 12 \ \ ' / / / _ _ �o"�� O/f LHR C:✓ /l U�+ \ / 1 I 11 I ^\(\^C' I \ j \ / -/- - - II I - _ \ I I —UGP � �i \ l \!\ .�// � / / \ \ dI I I I \ ' ' ' l / l \ \ \ 1 ` — / I .\ Q �Z �/ �_' ____ '� �< < ' / I �Z /l r l ' I l/ -� N /= J \� — -----\ \- \ \�- i �I by I\ CCC/// / I`\\ropes - - UGP_ —I_y UG / _ \ \ \ \ \ < < / / C\\, -_ - - >\ \ \ \ / I 1 1 I I I \ I I I -�� \A. \ 1 I y I I ARITON D , ._ I,y /ILj / U y c y l _ 1 'I// /— / / / OA' _ C - / / // / \ \ _ _ fir► _ \ \ \ _ — _ _ _ " _ / // / / / ' i / �'/ / / Z' \ O / / _ll II - GP /'/i :w. III Wo. 14 04/05/21 Lm Z O a V UI w p Z O UI W w p DATE 410512021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=60' cz Q U C) > LLJ LLJ m < U Q a Z LL � J J a z J 0 Q Q U O LLJ O O 2 0 Y / IOB NO. 47118 SHEET NO. L 1.0 L - --- -- --- --- -- -- - - -- -- \ \ ` ` 1 \ \ - _ RAIL BUFFER ADDITIONAL TRAIL \ \ rr --\- ---- ---- \ ---- ---- --- --- -------�------ -------------A-- - -- \ \ �N1LTH OF 7 T FE BUFFER PLANTINGS K v ` --� = - — �� _ ��� OLD LYNCHBURG ROAD n n —mom / 1 _ Pam\_ -- _- e/• _ " ■ iV O: . 14. 11 Z■Z w f&0 oOHP— 04/05/210%� 000• — ,GP j s -GP , 472' .473 ' _474 '__415- - _476- ' all - — ■— APE AR Gp `moo I �/' • o ' ' / / — ' / • • / /'I p>>ID 0 \ \ (6) JUN EA_S \ ~ • ••000000000• `=u =\` \\ \ \\\• o ' I I�85 u0— (2) N AD- (2) CER CAN off Hr v o �`- - - - \ - - - / ,aa aga'a89, — N 9ooso \ / ' 49� > E ' / \ `\ A \ \ \ — ENHANCED — — — '/ ■ — — v E \ _ ' ' — _ — — — _ _ — •II \ \ \ o \ y�r �O p H \ PLANTINGS - w .NU. 3 STREET TREES o a -° / / p PHASE 9-11 BLOCK V v 1 w -iri O / ' A PLANTINGS \ �0 \ ■ I r o -+ P / , I I (1) QUE CDC a> o ry � A AR / ° I I � a / PARKING LOT 1 V / W W W W W ' / d a v ■ 3 o V) to ' �/ '' -- ' ------ /^ / \ \ /' \ I \ \ ■ mLu in V) Lu 00 I I m I a / I ■ STU T \ / / / /' \ ■ I I F\U / / / / / ./ e9 ■ — I / - / / ■ 0 p (2) QUE BIC / ■ _ / (3) BET CIM / / / ■ o / _ BMP PLANTINGS (1,299 sf) I w X ■ D ■ Lu > w I _ v / z / g / /� a V i ■ Q o ' ES- - - I > z I / - FFE b: 481 50' / ` l l `dl I : O_ DATE FFE'1: 491.75' / X ° 0 410512021 14" DIP \ ,' // /' I ■ } DRAWN BY L I I I A10 (1) QUE COC / w ` ■ M. RACHNER I I I � ^ ■ I // // /, // / / / . %\ : • DESIGNED BY z ®I PROPOSED BUILDING//' // '/ /' /X / ■ �� I CHECKED BY ® / All �FE:493.00' ■ ' ■ : • F. HANCOCK PARKING LOT 1 ' ' / / PROPOSED BUILDING ■ SCALE 480 / lij �/o—SAN SAN /Dp I I / • SAN /y /AN / v W / O I oar / SqN (1) QUE BIC / e� T / 3 \ (1) QUE COC // �� -484' \ / / — — — — — — — — — — — — / / \ X ■ 5 -- -- - ■ O I / TRENCH BRAIN / / / ■ > w J > Ld 486487 - _ --- _-1__ --/ :. ■ W C Q r ■ Q 11 I \ \ \ \ \ -` \ N p80 r' 'SAN - - - - - 48 - - + ♦* \ �i _ U Lu S WER ENHANCED Q PLANTINGS i. :.;.;.:r:'.:':':: LL z PR w / \ j / N ■ ^ \ \ L GE1 z / 1 ° I A _ z f / / :'.fit: .::.: :'::: SA NEW — N ,':;; :';;.;;r.;',: ;.;:.;:::.: ., ■ _ HORIZON - 1s9A ■ w DRIVE � W \ \ \ ' / / / / a Aw am— a>s�� � / moo- Q� � �c S _ \ i \/--�� / - s - ---- vvy W /8" CLA,§S 52- / DUCTILE IRON �\ — / (4)PLAOCC //---------------- - - - - -- — — -7 1 oc I R E E T ----_ ■ O -- -------------------------7 / / / / / / ' I I -493 _ - - -------- ------ / \� _-\ - --—————— aati SCALE""" ■ 47118 20' SHEET N0. / ' I 1 ' I \\ \ \ � -491/ — ■ -----------— 0 20' — —40' ■ L1.1 I f — --- 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 L \ I mom�- Z■Z __ ■ -----/ _ — — ---'' _---------- _ _ — '-OLD ---y— ` LYNCH — _-' - ---------- - - -- ---= < BURG\ \----------------- ,\_ / � -,/ __-- --- __`\ ROAD Zt 49 2-- 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 -4s / — / AO cy— ■ PROPOSED \ \ ` 'p9a ngg Gp ■ BUILDING \ \ ' / 600, ■ ` \ \ \ \ / .501" 60 Zt 1 ■ \ / _ \ \ 96 9i' / h h0�0 / \ / /' / ONP I ■ I `I� \ , 49g \SO / / you (;p 1 I / / / ��// I I I �__ ■ J (8) ACE OGL oyp� _ \ 7 S \ P ■ / (1)QUECOC p _ \ 2 S03 ■ �U (1) QUE BIC �4 SOS 5 �` % / // — / I // i OHP� \ - ■ \\�rQ PARKING LOT 2 / ■ \ I I III I� \�i/' / / / / /' /__ /''- -1--- III\- "_/i- �0�- / ■ I O \ 1 QUE COC ■ w — ` BMP PLANTINGS (793 so (3) BET CIM d I M I \ /5p5— \\ (1)QUE BIC e I ■;,,, PARKING LOT 2 504, x ovv 503 ■ W \ 492 -502 l I ✓/� ♦' v / — ■ F I I I I I -500 PARKING LOT 2 ■ PROPOSED BUILDING ■ FFE: 493.00' *' - - - - \ \\ \ / 1 I/ r - ' LQ TECH/ \ ■ \ \\ � JELLYISFCT�R� " - 49 - (2)QUECoc 494 - \ \ /' I // "''��' / /' /' / - ,'' r ■---------- VY Ar- -�E A S T 97 \ ---- �'-----_-----_--- ---_----------- -- - - -- r _ ■ S T R E E T 492 ` - / / i, =--- _-- ,'%.--- = -- --- --------_--------__ _ -- -- — ■ _ — — — — � - / � \ -_ , \ __ - =Y^ �_ � �� \ _ , \ , ; _ \\ _; \ _ \ _ \ \ \ _ , ` - _ - - _ \ SCALE 1"=2&cf \ \ \ \ \ (W. III Wo. 14 04/05/21 ^� E 0 o N � N C > E w v E w w 3 Q LL o 3 p LL w o m 0 W L M Q�_j U00 J — uj co C7 Lu rvv w 30x oa =LL ti = N =v>� F c Y � N 00 � M �H Lm z O a u U w z O N W w DATE 410512021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' cz i Z U 0 / J LLj -1 0- LLJ a rUr^^) 0'] V aLL az _ J a z J Q O Q 0 LU 0 2 � 0A■ Y / IOB NO. 47118 SHEET N0. L1.2 0 0 3 a 00 vX o �z .20 2 o c 2 mw a c m a0 0 C X3 N 0 U) Z m 0 22 F � o �3 a dm 2 Y J N X C 0.2 d m 12 m c d `o E m 06 a c 2c 10 a 0 0.2 m a c m N C o c 0 m sE L F E L County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following 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. Marldnes: ❑ 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 Fencing: ❑ 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 Tunneling: ❑ 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 (DATE) CONTRACT PURCHASER SIGNATURE PLAN VIEW: 7 HEIGHT VARIES WITH PLANTS 12" MIN. i (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 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 SEWERANATER 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 Y3 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 virgin ica 'Sprich' - Cornus serica 'Kels% - Fothergilia gardeniiount Airy' - Ilex glabra'Compacta' - Ilex verticillatta 'Red Sprite' -Juncus effusus PLANT SCHEDULE TREES QTY 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 QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE IROOT ITYPE ICANOPY JUN EAS 16 1 JUNIPERUS VIRGIN IANA EASTERN RED CEDAR 7'-8' HT. IB&B I 132SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE CANOPY CER CAN 12 1 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF COR FLO 12 1 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 NOT TO SCALE CROOT BALL 192GAUGE 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) = 8.62 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 1LARGESHADE 6LARGE SHADE 6LARGE SHADE PARKING LOT 1 TREES PER 10 54 PARKING SPACES 54/10 = 5.4 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 NOTE: STAKE EVERGREENS U 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 IP 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 Y3 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. III Wo. 14 04/05/21 m E 0 0 U N � N ¢ o > E w a; E w w UM ¢ o 3 p LL — wO `mom C' W L M ¢�_j U00 W J —N M rn d to N V U W U 3: 0 X 9&J LL a =v U-) _ N =v>� F ¢ . EO10 N W M a� ow �H t7 z O a_ U U) W 0 z O N w w Q DATE 410512021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A U) J_ i Q U Oa o J uJ 06 < W m O < , z a z 0— Q Q O U U) O O z J L2 I D ,O V 1 L IOB NO. 47118 SHEET NO. L2.0