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Home My WebLink AboutSDP202100006 Plan - Submittal (First) 2021-01-19FLEXIBLE USE STRUCTURES LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING AREA (SF) SETBACK SETBACK SETBACK FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. HOUSING MIXTURE PLAN TABLE PARKING REQUIRED AND PROVIDED TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK TOTAL TOTALPARKING ASSOCIATED LOTS HOUSINGTYPE PARKING SPACES PARKING SPACE NEIGHBORHOOD CENTER SPECIAL AREA PLAN(S) LOCATION REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM SPACES PROVIDED HICKORY STREET RIGHT-OF-WAY) SINGLE FAMILY 6 6 (4) ON -SITE, (2) ON 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) ON -SITE, (1) ON FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY 16+2 GUEST = 18 HORIZON ROAD, (1) MIN. 5' 5' 5' 5' 10, 4, 5, 8-11, 18 MAX. 25' 25' 25' 18'A 28'A 37,38 DUPLEX ON WARDELL CREST STEPBACK° SDP202000048 (39) PARKING LOT, (1) MIN. N/A N/A 15'E 15� 15,E MULTIFAMILY (2) 6-UNIT 40 40 (2 ADA VAN) ON CARDINAL HILL AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK 13 AND(2)4-UNIT LANE 3' 3' 5' MIN. 5' NO MIN. 20+2 GUEST= (20) GARAGE, (2) ON MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. 22 14-23 TOWNHOMES 22 CARDINAL HILL LANE REAR SETBACK 16+2 GUEST= (16) ON -SITE, (2) ON MIN. NO MIN. 5' 5' 5' NO MIN. 18 MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. 25-32 TOWNHOMES 18 WARDELLCREST TRAIL BUFFER SETBACKS 26+4 GUEST= (34) GARAGE, (4) ON MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. 1-17 TOWNHOMES 30 38 ALLEY 3 MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. 11+2 GUEST= (14) GARAGE, (2) ON GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT 26-32 TOWNHOMES 13 16 ALLEY 1 FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. 20+3 GUEST= (26) GARAGE, (3) ON 41-53 TOWNHOMES 23 29 ALLEY 1 MAX. PORCH &DECK ENCROACHMENT 4' 4' 4' 4' 9' 8+2GUEST = (10) GARAGE, (2) ON 12 54-58 TOWNHOMLS 12 ALLEY I MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' THIS PLAN 12+2 GUEST= (16) GARAGE, (2) ON ENCROACHMENT 18 18-25 TOWNHOMES 14 ALLEY SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF 12+2GUEST = (16) GARAGE, (1) ON FOOTPRINT MAX. NON-RES. 18 33-40 TOWNHOMES 14 ALLEY 1, (1) ON ALLEY 3 STREET FACING BUILDING 18+3GUEST = 27 (24) GARAGE, (3) ON LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' 59-70 TOWNHOMES 21 ALLEY MAX. 200' 200' 200' 200' 275' 71-72 TOWNHOMES 24 25 (2 ADA VAN) (25) ON ALLEY3 MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. e IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (3) FROM THE PRIMARY STREET FACING BUILDING FACADE. c A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). c FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. BLOCK HOUSING TYPES Tenure type AMI Range Affordability Provisions Period Approximate Number (range) Number Provided SUB201900174 1-2 N/A - Open Space Market Single Family Attached Ownership/rental Unrestricted NA 0-20 0 Market Single Family Detached Ownership/rental Unrestricted NA 0-40 0 3-4 Habitat Single Family Attached Ownership 25%-80% AM 40 yrs 0-15 4 Habitat Single Family Detached Ownership 25%-80% AM 40 yrs 0-10 1 Accessory Units Rental 0%-80% AM 10 yrs 0-5 0 Market Single Family Attached Ownership/rental Unrestricted NA 0-12 0 Market Single Family Detached Ownership/rental Unrestricted NA 0-10 0 Deeply Discounted Units Rental 0%-30% AM 10 yrs 0-5 5 Habitat Condominium Ownership 20%-80% AM 40 yrs 0-20 15 5-8 Habitat Townhome Ownership 25%-80% AM 40 yrs 0-30 18 Habitat Single Family Attached Ownership 25%-80% AM 40 yrs 0-15 4 Habitat Single Family Detached Ownership 40%-80% AM 40 yrs 0-10 2 Workforce Ownership/Rental 60%-120% AM NA 0-10 0 Accessory Units/Carriage Units Rental 0%-80% AM 10 yrs 0-5 0 Number Provided with This Plan Market Apartments Rental Unrestricted NA 200-225 0 Market Townhomes Rental Unrestricted NA 0-30 70 9-12 Habitat Townhomes Ownership 25%-80% AM I 40 yrs 0-30 16 Deeply Discounted Units Rental 0%-30% AM 10 yrs 0-5 0 LI HTC Apartments Rental 40%-60%AMI 30yrs 80 0 Original Proffers X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-W00-001A0, 090A1-00-00-001E0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMt) and TMP 90A1-1E (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-00-MlEO, 07600-00-00-051AO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. Tlest:conditions are voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Run ZMA 2005-00017 included on Tax May Parcel 090A1-00-00-001E0. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parce1090A1- 00-00-001EO are hereby removed and superseded by these proffers. Tax Map parcel 090Al-00-00-OOlEO (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenway Connections to Potential Adi acent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (I OO'h) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 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 300th Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia 7t�— compan By: Dan Rosensweig, Manager %WD. Clehocki Lie. No. 53741 1 /re/z( Y10AG M E 0 o N � N C > E W v E � w w 3 UM i 3 0 W O W 0 O' L M < LU V oo W J —N .. 2 co M 0LU N V w 30'x oa =LL U-) _ N =v>� E00 N W M N Z O E E Z O a U V m w 0 Z O U) w n_ w DATE 1/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. T-1 1--1 06 O rl T� V , V1 W J U co Q O <~ J>.z LLJ J W a � m O r-I a J LL LL] (w W `� � 0 Q O LLU = O Q C) O O O 2 ,O V / JOB NO. 47036 SHEET NO. C0.1 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 q gh Y P Y � P Y within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. 1,kivul11ar1C %-UUH ,y 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 L 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 andplats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P> 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 form moat be. received for release of a bond_ It is available on the county wehsite_ 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 Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for an pipes which are not accessible or viewable. P Y 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). drawn may n t therequirements of raps O .This plan as dra of accurately reflect P ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). fWD. Clchocki 11c. No. 53741 1 /fs/zt y9OAG M E 0 0 0 N � N C > E w v E H_ w w 3 Q LL o 3 p LL - w0 `mom O W L M a_J U00 W J -N M to co Z W Q M� �0'x LL � Q v _ N N F ¢ . c EO1 N W M a� W J Z O a_ U U U) w 0 Z O N w n_ w Q DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. V 1 U O Q cn MJ > W w Q _1 F- w LLJ co � 0 1-I a 06 w o U) W '^ I- V/ z 0 O o Z 2 0 O O 2 �O V/ JOB NO. 47036 SHEET NO. C1.0 L N' MIN. �e 1B MIN. °•j Sr MIN. MNGNUT LOCKING ASSEMBLY 1 15N � • .• . I 1 NOTES 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-7B 4" DIAMETEF AND VALVE WATER ID-15 ON-LINE (TYPE „B") PLUG •^^"" THREADED COUPUNG PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK 'D METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED M DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME 51ZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NITS FIG. W-8 ID-19 NISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRRLON E GATE VA IFRPOSSIBLERADE �F I,. p� SOLID CEMENT BLOCKS K CRUSHED STONE COPPER" SOFT CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. THRU W--7E). VARIES 2' COPPER WATER MAIN M.J. FITTING PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECTAT MAIN WITH X"x4"TEE. • REFER TO FIG. Wd FOR THRUST BLOCK DETAILS ON TEE. • REFERTORG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OFTHE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ' • USE 25OD PS.L CONCRETE. 1 PIPE SLOT (2 PLACES) LARGE METER SERVICE LINE NTS FIG. W-6C M-12 [COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID IV' METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TDTD13 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 3'1' 3'0' 318, 2' 3'1' S'0' 31 5' MIN. 10, 61 MIN. 4- 5' MIN. 12' MIN, TREATER THAN 4' PROPOSALS WILL BE SUBMITTED. i B i DOOR HINGES r----- ---- -----� I I I I I I I I I I I I I I LIFT HANDLE TYPICAL METER VAULT N.T.S. FIG, W-7A TD-14 SIDE VIEW 75- DIAMETER DRILLED IDLE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' 1LUMINUM ACCESS AATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 18"-22' ALVE BOX 7 CU. FL #68 STONE 42"MIN . ;' 6" GATE VALVE TEE 9 2500 P.S.I. CONCRETE BASE AND THRUST iI�„�+• R BLOCK AGAINST \\vll UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED !M WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. A 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 M-8 PLACE 5' GALVANIZED " VATNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT M HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE ---� 1 � M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE '• Al A 2'x 2' BEARING AREA THRUST BLOCK ': G 4, d n NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE. TYPICAL GATE VALVE 1' COMPRESSION x 3/4- MALE PIPE COUPLING OR APPROVED EQUAL Y TYPE 'K'--. SOFT COPPER 1'AS NOTE NO SWEATED FITTINGS DUAL SERVICE I' TYPE K �Fi COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. NTS FIG. W-5 M-9 RE FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SntMCES. x FL 1' COMPRESSION x 31e MAIE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON uD FMIRED GRADE 36" MIN. POPPERSETTpt 1/8 am OUFLNIB-\ A� METER OWORATIM STOP BRICK AS NECESSARY SANG :R DUST DOER �,; ''?rx' '°'x':"'Tt i DRAM PIPE, tr ,.•'•i•1.;�,",I 4- BOX AND SETTER (2-INCH F O SITM Y�.��p:}. LONC S03. POCKET, WET T MINIMUM 1HICNNESS) A W!i'.ti ...4sI"mvYa'ti SL"`a' SPEC. 203, N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FM W-6A TU-10 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT M BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND SIZE A B C D E F V- IV 1'-9 2'-3 7-e' V-2 2'- 1 1 4 Ir 2'- 3'-O 2'-6' 1'-6 2'-B 1 1 4^ 11 1/W 70' 2'- 3'-9 2'-6' 2'-0 3'-0 2" S-O' 4'-B' 4' - 8 2'-6 3'-0 2'-6' 1'-6 V-W 1 I V 1/2• 16' sa• 5•-D 3'-D 2'-9 3'-e 2' 19, S-BID 6'-3 3'-0 3'-BID 4'-3 2' 16" S'-D 7'-B 3'-3' 9'-O" 5'-8 2 1/2' IrS-a' 6'-0 3'-O' 3'-3" 3'-3- 2 1 4 8" S•3'-0' 3'-8' S-9" 2 1 4' 4S 10' 4'- 7•-e 3'-0' 4' 5'- 2 1 le 1Y S-3 9'- J'-3' 6'-0 5'-BID 2 1/2" 1Y Ir- 11'- S-9" Y-0 7' -11 fr B wI-Tn = u1M. r CKNESS 0 FILLET WELD STRAP = 1/4" ST U 1 4" THICK rPLLATE WASHEF 3" THREAD, iv 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE BARS ® 12" IPE B CENTER FO 12 BENDS & 12' CONCRETE CLASS "B" LARGER C CHART FOR UPPER SEC11ON VERTICAL BLOCKING NOTE: STANDARD 90- HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A M-4 6" NOTE: RESTRAINED JOINT FITTINGS. Side Mew 42" Minimum rt.., Qel Beam, in. size) •--� 3' min. penetration Into undisturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 ASTM A38 AND HEX NUT ASIM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" CIA SOIL (TYP) ALL -THREAD ROD ar.r a ^ WATER MAIN x �3 VALUE -r - •" ssa . 24" MIN UNDISTURBED EARTH PLAN +' "> CRASS A-3 CONCRETE VI I;. ' MEGA -LUG 16" a MIN 18" ELEVATION UNDISTURBED " TRENCH 1 24" MIN ^WIDTH MIN W � 1 � 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 LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. _C_ROSS ANCHOR RESTRAINTS FOR VALVES NIS Fig. W-30 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY. VARIES 1 5' 1 1 I I s' I F WATER SEWER 3 0 LOCATION OF EITHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, EM) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM 1X SEE PART 3, PARAGRAPH DI SEPARATIDN 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 TTH-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I UI INITIAL BACKFILL BEDDING 9 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL 4 STABLE 8" -OIL MIN. MIN.-- _ MIN MIN. #68 STONE -GRANULAR FILL AS _ APPROVED BY ACSA`� �A I �� STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF(FEET) W.M. FEE (x1.M. BEND L H IT L H i 90 2.50 2.50 1101 0.24 4" & 6• 45 ZOO 2.25 7 So 0.15 200 225 25D 0.15 221/2 1.50 200 2.52 0.10 111/4 1.50 2.00 2.50 0.10 90 3.60 3.16 3.21 0.48 46 288 288 2.77 0.26 8" 221/2 1.66 2.15 289 0.13 3.16 2.91 2.66 0.32 111/4 1.66 2.16 287 0.13 90 4.83 3.83 3.42 0.63 10" & 12" '�` 3.33 3.58 "Be'0.43 3.83 4.00 283 Q52 221/2 2.33 2.58 288 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE M THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NIS FIG. W-3 TD-3 IWD. CIchoc1D Lic. No. 53741 Lllt3�Zf ylou. M E 0 U; N Vi N C > E w ai E Q LL o 3 p LL ¢_j UDDOO z a J - Lri O Lu M M a>ry a In W w 30'x (V!J W i c ry z Fv> O',x c I`•, -I °ry > LU W M LU 00 a � � I- Ui EL' O 2 0 0 w w w = a U a z O i/) DATE > 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. • • �J T IL C6 0 O Q V / J > W CC F•- cQc W LLJ Q 06 O V) O Z li 0 0 0 2 0 1140 JOB NO. 47036 SHEET NO. C1.3 0 N T5 3 c C_ 0 v'� o o -Z 20 15� c N a c m L IL 0 0 c W 3 QO Z m 0 2 a - 1 O �3 n d m 2 :22N X = ro16 m m m C d `o E , N O a c �a 0a 0 2.2 c c m c o c 0 m TIE -' c E F L OF SEWER SERVICE LATERAL CONNECTION NOTES: ,TH �f 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 60' DIAMETER MANHOLE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED. I� D. C]chocki TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED L-a TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALLBE LE PVC CROSS U'"z Lic. ND. 53741 CONNECTED USING A PIPE SADDLE. BOOT.° USE APPROVED FLEXIBLE RUBBER3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2R 0(1/4" PER FOOT ) �° IC PSI CONC. BASEIONAROADWAY EL 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN c,3000 a DIAMETER OF 4°. GASKETOU STOP COUPLING ° BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER I CHANNEL 1/4" 1' MIN OF 3 FEET. '..'' ,i.,` DROP PIPE PE STRAPS TAINLESS STEELSALTACED EVERY !n„'+: _ VERTICALLY ,: [N i, .' -� CD uTREATED N A FINISHED GROUND MARKER 90' RESTRAINED BE '•{t *'.";'•" �� Y �1 • - BRANCH vi j p = PAVEMENT m SEWER INFLUENT 12 E • PIPE S COATED STEEL BAND OR STAINLESS 42' MIN, SEWER • PIPE - \ q. 2" ¢ LL p 0 w r\ 0,25' MIN, THICKNESS STEEL CASING INSULATORS 42' MIN, FLAN Q W 0 f6 y STEEL CASING - I 112' BOTH ENDSFILL 'i i _j V 00 Z IF PLUG END OF PROFILE w w -Oi O N I rz: MAIN LINE SERVICE LATERAL SECTI ON MIN, 6' BEDDING WITH NO. 68 STONE o_ (n N N c0 Lu - EL .. 45V'D" 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO FLEXIBLE CONNECTION NOTE' v Z f ? V 2'-D'I 7' OR B' 7' OR B'_ 2'-D' 2'-0' 12)FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO 3 OJ � ¢ 9& w I I 1 �� 2. VERTICAL DROP PIPE SMALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL 6" Q UCTILE IRON PIPE I� 18' OR 20' JOINT OF DS, THE DROP FITTING WITH STANDARD GASKETJOINT. W BE CORED AND A FLEXIBLE x c ry Z ESIRAINED JOINTS) f 1 3.VERTICALDROPPIPESHALLBESTRAPPEDTOTHEMANHOLEATPIPEJOINTS.STRAPSSHALLBEMADEOF CONNECTION BOOT INSTALLED = v > a O 0 NOTE 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF STAINLESSSTEEL O c u; 0 ry .y > PAVEMENT, WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT rnLu 2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. IN LINE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. d 3, MIDDLE SPACER SHALL HE PLACED AT THE CENTERPIDNT OF PIPE JOINT. PLAN 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN 00_1 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. WATER VARIES 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE I➢" OR 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - I N TYPICAL STEEL SLEEVE INSTALLATION TWO B" DIAMETER DROP CONNECTIONS. UNDER ROADWAYS R N 0 SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION TUTS p N.T.S N.T.S. N.T.S. FIG. W-10 FIG. S-1-B (_') FIG. S-2 FIG. S-1-C2 O TD-33 TD-30 TD-27 F 0 w w w 2 Q Q FRAME & COVER kE E z O DATE r E FRAME & COVER (SEE FIG. S-I-D,E) i/) NING BACKFlLL SHALL ` L� >mE -� SEE FIG. S-I-D, E NNE PASVEOFAREA R ACE R 0 111812021 ONTAIN ROCK MATERIAL g u J p / / NONEEPAVEDFAREA } DRAWN BY 36R THAN 5" IN ANY ``3 SLOPED AREA '":� SLOPED AREA -'� SION EM 8 � �'...,r„. BACKFlLL* v I k 2'-p" RUBBER COATED STEEL STEPS -D" MAX a CAST IN PLACE 1'-0" MAX C. GAYNER B°MINAL LIFTS) ,�� EMBEDMENT OROUGHLY COMPACTED 0 PRECAST REINFORCED CONCRETE 2'-O" DESIGNED BY SPRING LINE OY HAND OR APPROVED OF PIPE ECHANICAL TAMPER fEN E sx E $ EG o ^o < 0 " ° sEcnoNs WITH "o" RING SEALS a OR APPROVED EQUAL '• STEEL • • C. GAYNER N0. 68 STONE _ NCHING E" w $ v3 0 Y-C' MIN RUBBER COATED STEPS CAST IN PLACE 3'-0" MIN BY DING 6" max min o� a x 4 ao 0 6 \�o5" THE DROP CONNECTION SHALL BE o DUCTILE IRON PIPE (CLASS 50� BACKnLUED IN 6" LAYERS PRECAST REINFORCED4" CHECKED NDATION (SHALL BE UIRED WHEN SOIL s E E EDITIONS COMPACTED BY HA DTAM µERs oR 1 � BACKFlLLED m7H SELF -COMPACTING CONCRETE SECTIONS 12" MIN8. "0" RING SEALS " 6"MAX CICHOCKI ARE UNSTABLEc m1eMAx STONE. MINIMUM ELEVATION DIFFERENCE ACROSS M.H. �AALE PIPE) ��,t 5" T " :-N)IU- „E �E �E MINIMUM ELEVATION DIFFERENCE 12'MIN 12"MIN FROM INLET TO OUTLET my +;o$ _ .' ACROSS M.H. FROM INLET TO VA 11 4 SHALL BE 0.20 FEET SHALL BE 0.20 FEET. VARIES • .OUTLET DEPTH OF FLOW CONCRETE FILLETS A FILLETED INVERT FOR A SMOOTH CHANNEL TO BE • G TRANSITION OF FLOW BETWEEN DIAMETER OF : NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O ;• INLET & OULET PIPE SHALL BE i'G PROVIDED. 12 ; 6: i"• ....> °•, CONTRIBUTING CON SEWER. TT �••• 12" • J BACKFILLED ENTIRELY WITH NO. 21A FT A FILLETED INVERT FOR A Shoo • ,s': STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM THE TRENCH SHALL BE SCRAPED z PIP DIA of LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 M STONE SHALL BE PROVIDED' $ ro E$ E s E m E o f MIN. 8" BEDDING NTH NO. 68 STONE PROVIDED. MIN. 6" BEDDING .6 NOTES: NOTE : W/ N0. 68 STONE W 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" g yg m w A. BEDDING OF NO. 68 STONE' R" �" 25 a 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE ff j SPECIFICALLY DETERMINED TE THE CONSULTANT M FOR THE saL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON-E%TENDED BASES SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE O O 0 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL SEWER PIPE DESIGN ON SEWERS NTH STEEP SLOPES. INSIDE AND OUT. \ TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH TIE-IN N.T.S FIGS-I-D 0 /1 NTS N.T.S V 1 FIG. S-3 NTS FIG. S-I-A TD-31 FIG S-I-C � ( , V TD-34 1D-28 M-25 O (� PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE Q - " WITH PART V, SECTION G OF THESE SPECIFICATIONS i J LLI J �l SLOPED AREA RUBBER COATED STEELSTEPS :.: ��.. ' •'` CAST IN PLACE FRAME & COVER .,,`.•.'- _ •:', 'a' Q (°) 1. Osmm) uA Raa t th- au tt Y (eD,n.n) Ox 27 1/2' DN 0 Bur a'liae [899mm] """] ze 1/•• ON 7• SEE FIG. S-I-D, E PRECAST REINFORCED CONCRETE SET DOGHOUSE RASE '• +,; : ON CONCRETE BLOCKS ; SENFR PIPE SANITARY G ' LU DO Q �- [414 �11 I SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL '"SAW 'e . ; DOGHOUSE OPENING SHALL ' '•' ' BE PREFORMED BY ° ' �•" + MIN. 12" CLEARANCE ,' + • BETWEEN EXISTING PIPE MANUFACURER OR "• •'Y ' AND STONE BEDDING1'-0" CUT FITAT PIPE ' •'* ;°: '' -ne � Q LL/� ,,,�( 06 87/16"OR za >/1 B• DN B/8' 1722mm7 [temm] A FITTING MAY BE REQUIRED IA OUTSIDE DIAMATER •". • PLUS B". 12"No. THICK Z W 0 o GIB• Dw a 26' p NTH ACSA APPROVAL NE No. BB STONE BEDDING O [91amm] [680mm 1 1/2- FRAME SECTION 13/tt)' r [3Bmm] a B"XB"06" AND 4"xB"x18" S SOLID CONCRETE BLOCKS O (� Z [20mm� l 2'(slmm)u S Ooc=D ,LIAR) THE DROP CONNECTION SHALL BE N-O" MIN ,•• DUCTILE IRON PIPE (CLASS 501 CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE � BACKFlLLED IN 6° YETIS AN6 [umm] NI A 37/s' t/Y- I c>P• �}- I [79mm] [I3mm]^7 22 73/78 � COMPACTED BY HAND TAMPERS OR j e 5° S�EILLED WITH SELF -COMPACTING I1,nnnnnn nnnn nnnnnmlinnnn,i,nnn,nnlnunnn nnn nnnn,u„„i,ninuiuninnni FILL DOGHOUSE OPENING 2 1/B' 3 1311W �► [97mm] [i723'"] Jam_ 16" MAX MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE 0 77/18' 13/8" [635mm] 135MMI 9/16' O.D. OF GKT GROOVE MINIMUM ELEVATION DIFFERENCE p ACROSS M.H. FROM INLET TO 5" a ON FIGURE S-i-A WITH 3000 PSI CONCRETE OR NON -SHRINKING GROUT Q [77mm] cut DOLT E14mm] SECTION VIEW 1/4' (6mm) DIA .. ,e OUTLET SHALL BE 0.20 FEET S...DLr NEOPRENE GASKET DEua (z) xs"R 1/15 x 3/8 x 1 1/2 120MIN 12"MIN A FILLETED INVERT FOR A SMOOTH VARIE '. 4 TRANSITION OF FLOW BETWEEN 0 O $ R (z) O.KID 1800 t 5�° RUBBER PARK DU9s1p6 E W PDXeaes CSmm (:) elr Roc s/e-11x3 t/z ss 2400' [•tmm (ARTY DD9B125o •, INLET & OULET PIPE SHALL BE ,,e PROVIDED. ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH 1/2' PLAN VIEW 1 i/B' (79mm) Du BOSS [6mm [7LU .63 OLl BTANlF55 STEEL ROD PAARTY�""OOgB1JID i6 1w $ G __ FITTING DIMENSION VARIES WITH SLOPE. 1'-0' BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILUNG THE OPENING • O PICKEiAR sIACIQUG HOLE DETAIL NW NX NOTES: P , OD9812A 11 Dl TUN!( " t•.Q 12 �. ; C': i "• ..� , e +.. A' NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 1. ALL MANHOLES SGNM R YEAR FIAODPWN OR LOCATED IN AREDS SUBJECT R1 FLOOOINB SHALL WAN: MATFRIIGHT FRAME " COVER. M NUT NX " s/s-11 IN 1 COWERS BE CONSIDERED. SHADESIGN B Fl XSD TOAFRAAMESSTMINWLOOCMNG MS 0 ASSEMBLY. PARTY M9B123B 3/4 CIA OF LARGEST PIPE IN MANHOLE 12" MIN. CAST -IN PLACE TYPICAL WATERTIGHT Wont) PAm�Y ODUJIG 1IMN 3,000 PSI CONCRETE BASE MANHOLE FRAME &COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIO SHE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE „„„ „ „ I II,I,II,IIt,I,I,II ..............I1111I,1,II„III..................II,I......I ,I , I,,,,,....„..... NOTES; 1 TD-32 SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING O 3. ALL JOINTS, LIFT HOLES TA INLETS, OUTLETS TO BE SLED & GROUTED PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3, CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" ' ^ UJ OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE JOB No. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47036 NTS N.T.S FIG. S-1-121 FIG. S-1-Al SHEET NO. C1.4 m-29 TD-26 L LEGEND - - - / � \ LEGEND REMOVE EXISTING VEGETATION STEEP SLOPES -MANAGED — — — — STEEP SLOPES -PRESERVED EXISTING INTERMEDIATE CONTOUR i EXISTING INDEX CONTOUR o i'i i\\ I1/� l \\\\---- - - -- '/ EXISTING EDGE OF PAVEMENT _ — EX. EP— — - \\ �// 425.0 \ \ /� ,,-----,1 EXISTING CURB AND GUTTER _ _ EX. C&G _ _ / _ / ` \ \ PROPOSED CURB AND GUTTER EX. 15" RCP EXISTING STORM SEWER -----y----- // / /, __1 /�' 426.8 EXISTING SANITARY SEWER - O SANS EXISTING WATERLINE — — — W DAM INUNDATION BREAK ZONE FEMA EFFECTIVEZONEA FLOODPLAIN o o o o o o o o o o /,/ 4231 FLOODWAY / 44.6 100-YEAR FLOODPLAIN o 0 0 0 0 0 0 FEMA100 500-YEAR FLOODPLAIN o 0 0 0 0 0 0 FEMA500 STREAM BUFFER ' / / / , / / / / / _ - _ _ 432.4 EXISTING TREE DRIP LINE EXISTING TREE 15' OAK / - , , - - - - - / J ,- \ \ \ I °°° / // / // / / / _�I ---- I -- - - - - - - -- \\\\\ \ \\ \ \\\\\\ If ---- // i 4440 °�_ —_ - / —_ _' o OLDLYNCHBURG20A0 I t ---1 ---� -- -- -i ------ // f ---11 --/---STATERO�1TE�31 �------\o (VAR, YIG RAVWlSTHi -I -------- \---�- - - - �D L YVCH UR§ ROAD, ° -t- \S7ER�-T-E-��39 a �),----- - -- - ---1 L--/ \- -\— -`-- - l / OHPL ,., — #19.3 / // /I / O —T/-i i// i- �O/ Y&O-T SIGHT DIST CE I FEMA EFFE�TIVe EAS MENT / o ZONE A o I a FL 0ODPL 91N/ o /° 0/ ° o o /o / 418.9 ° °0 / o/ MANAGED I o 0 / 9 4 06/- STEEP SLOPES, ° \\(TYPICAL °°z° co 'dv'�'� \ � /o \ o / /oi / °/ 16.E Io / /Dt6/ �0 \o� /000/ O /o i00/ d0 / 6 o / /o l / /00/ p / // I /00 l0� l P/V l //00 w MM-� Iij4G,s /.. �1� �lj1Ar�. ,_ • v . 1121-2 WA Ii1��1111��• 11•'••A• � .. il�� I ij•Ij11�j f � .. I• f,1i11�1� !: 1 •�L 11111 ,� q �;I A REMOVE STORM PIPE AND STORM STRUCTURE CONTRACTOR TO COORDINATE POLE RELOCATION WITH DOMINION / EXISTING VEGETATION TO BE REMOVED 1INS WA 1 •• r Ii .-.� . • • 1\\\`\% /� - — -_1 ' / I II , ' !I I L b \-- r / / I II \G \ \ \ =.�—�� C '-I\` ,r-�� -- —r - .1--- _ - l—UGP� �UGP� _ _ — _--__----''\\� 14 X /l/TTERNUT - - _ _ _ o' \ \\ _�/ �j� �J 1- \\ l -� \\ l T1 -\ r � --- LL=4695 — \SYCAMORE \ \\ \ \ / /1 \ \ \ \\ I \ ' < " 1 / f I I / / \ \ _ ' I \ ` \ / / vv \ \ 1 \ I \ 75.0 _ A1 I U I y 474 \ rj _ f<► I I — -�— / I/rl i�\ \\ ///� ' / _ r_ 100, �//�/ / \//�C/uc=_u;LJ 7Ir u�r /�UG�\\ —\10017. IC / / / ��\ / /� \I OI -_- -_''/ --__ I/^ I I\ \\I \ a�f li' / ALE ///�/ I/I \V /�/// / I\ 9—'��, // ,'`� / / '�� / I / ,/ // \ y1�46. ///14, l� 4736 100'I fWD. C1chocki 11c. No. 53741 I /fs/zt 'l10AG m E 0 M o N � N C > E w v E H_ w w 3 a 3 w O W 0 f6 `y ° ly LM Qom_ V00 J —u M � C7W NV Z U IT 0 = x � Q v ti _ N xv >� E00 N � M a� Lm z O a_ u U) U) W 0 z O U) w W Q DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1 "=50' 1� 06 0 a 0) J (f) z 0 U 0Q o _jw/ W LL Ll a I w 06 co a co W LL O 0 (� z 0 0 o Z = 0 C) z 0 U) 0 Ix LL \ I 0 JOB NO. 47036 SHEET NO. C2.0 L _ _ ^\ NOTE: BLOCK AREAS SHOWN PER CODE OF \ \ — _ _ _ _/ / \ \ \ / DEVELOPMENT "SOUTHWOOD PHASE I - A ./ \,�p \1 / NEIGHBORHOOD MODEL DISTRICT CODE OF ` \ \�3, I D. Cichocki z DEVELOPMENT." _ �'%, \\`'Z�� I I /� U tic. No. 53741 � II \\ \\so —_--_ _ / ��o Ilf�� o / 1 .. f ;�\\, \ \ �- I- J\ \ \ / — — — _ —HATCHER CT l _ / // SSION \ 0° /oo 000 '/ t J /' \\v ?/+'- �l�)/t/ 1- \ �/ I I / AL r__1______,/ I / o If , /J I I 1, . � - a _ ° p ° / i\ , � \ III-/„' ;_�� -\ / o \ o / / / /' // I/! 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ELECTRIC � � STORMTECH ARCH PIPE A CESS -------------------- - TELE. & TVL/NES \ --- ---- -- -- --- -- --- - EAS MENT--13.55'- M//�6E�$iEFFr----°------------ ------------ v E - - - - DETENTION SYSTEM wITHTSOLATORROW- - - - - - TY { ui > 3 is n/ f/"�° J a d' ' / J J°. / e °.i. �U ZU i J i a 1 Q LL e 5' PUBLIC � � - - - - _ - - 5' PUBLIC 31' STORMWATER PRIVATE &EMERGENCY .5' PUBLIC � I. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ACCESS FACILITY ACCESS AND ACCESS EASEMENTS ACCESS Q w v ib z ACCESS EASEMENT PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT o Zi —u; 0 EASEMENT o rn J o N N a \ I Z f M� a. 31' STORMW TER i LLLu FACILITY EASEMENT / 5 9' g \ ur) = v N z 0 ° L. ~vQ 10' PRIVATE o > -- - - \ \ - - ----- - - - ----- -- -- -------- -- a v 6,779 SF OF DRAINAGE ALLEY 1 EASEMENTRECREATIONAL —�(} / \ \ AMENITY SPACE I o w \ `v H PLAY �0, I GROUND/ \ I / � 1600SF �r J \ \ 10'PRIVATE o I/ = --------------------- \ DRAINAGE \ \I x 5' SETBACK PRIVATE / \ \ EASEMENT 40' 20' WATER MAIN I E } I O 20' / \ ACSA EASEMENT I 0 f 21 LOT 23 LOT 25 EMERGE Cy a \ LOT 64 LOT 70 F LOT 22 LOT 24 I A \ I' ` I 1786 SF I 1887 SF I o 0 SF 1350 SF 1350 SF 1350 SF 1690 SF I EASEMENTS J \ \ I 2Y 0 SF ,, W ALONG FAC� \ I Q n OF CURB LOT 34 : I : _ / 1350 SF LOT 57 ;'I. a o / LOT 33 1485 SF LOT 63 I 5' SETBACKLOT 69 0 5' SETBA < e J< 7 I 22' $ 1310 SF I I I 1384 SF ---- — 1687 SF > DATE 8 TH 20' 4' 0 J' 0 1/18/2021 40, 0 q \® LOT 35 5 40' f } DRAWN BY SAN SAN S \ 1350 SF LOT 36 20' 10' PRIVATE DRAINAGE 20' > 20' _ _ _ — ___ — — _ 1350 SF 40' �� 2 , EASEMENT LOT 62 6TH - 20' 6TH - 20' 84 5� LOT 68 C. GAYNER \ "' 5' SETBACK 1310 SF LOT 37 } D I • DESIGNED BY SA/y 1350 SF Z I i N 38 IJ I ' 5 TH - 22' 7T 56 \ / I 85 SF 5' SETBACK II J I 31' COMBINED ACSA • C. GAYNER 1350 SF + SEWER AND WATER LOT 39 LOT 61 Q • CHECKED BY \ EASEMENT LOT 67 \� S 1350 SF 1310 SF 1' MBINED ACSA 3 CO CS 1384 F B. CICHOCKI II 'c' 'I s LOT 40 ' \. SEWER AND WATER 20 7.5' PUBLIC O 1814 SF I EASEMENT OPEN • SCALE I 3 LOT 55 ACCESS CC SS 1"-2 ' 1485 SF 0 I ,, / SPACE EASEMENT I \, / 4 LET G• ,434 SF D LOT 66 � zz722 / . \ \ �.. / I 20 7 F 1310 SF Z ra 1384 SF �` ,\ \ G: 10' PRIVATE ! J J >e LOT 59 LOT 65 T 1 40 5' SET AC / \` % b \'° \ / I DRAINAGE I 2021 SF I ° I 2373 SF TH - 22' F : t • : : EASEMENT q,;; PRIVATE &EMERGENCY TI ° ;' 1 I ' . LOT 16 � _ - • � '\ � If :�' _OT 14 LOT 15 1599 S T 17 i a / ;" . �. � :--"-<� . . ° �. `\w I\ 4=-- -------__----- - ----- I I. a ACCESS EASEMENTS 619 SF 1591 SF 177 SF \' SAb - - _; ALONG FACE OF CURB To 3kr _ _ — LOT 26 „ s — 8 O J 5' PUBLIC % 54 5 SETBACK \ SAN - - SAN - - S - - - - - f- - - - - 21 SF ------ ACCESS / 22' -------- AN - - — - ---------- ---TI _- 40' ----------- - SAN — — N EAS�R4EI�IT___ I / LOT 27 ------------ ---- A SAN 1600 SF LOT 28 7 TH - 22'---- _—--- ---- — 1601 SF ALLEY 3 ---- LOT 29 / 1601 SF LOT 30 'COMBINED J ACSA SEWER 1602 F I 5 Q U AND WATER LOT 31 I I I J EASEMENT 1602 F S 5 0 LOT 32 / gt 0 Q i 22 34' COMBINED _�/'j� > (n 2113 SF 5' SETBAC RCSA SEWERAND WATER 22 W w W ' S0 LOT 46 —1 EASEMENT 2146 SF I I < W ° I --I F/oI / I LOT 41 6TH - 22' 5' PUBLIC I I 40' 7 TH - 22' m ROgO / 2039 SF 15075 SF 1 87 SF LOT 44 LOT 45 5' SETBACK TI Q ACCESS 1600 SF 1613 SF EASEMENT LOT 47 LOT 48 LOT 49 LOT 50 STOP SIGNLL _ 2181 SF 1670 SF LOT 51 LOT 52 (TYP.) O i 1683 S O8 F06 , F 1696 SF ui 17 5 1696 SF LOT 53 i I 2710 SF }} 11 A SAN 16{so ; Z J ________________ O 1 e. °°' _ J ° !__________________ _______-________ _ } 1 a g(J1 J6Y00 \ \ O \ \ 12 15+60 O i \ \ \ \ W 1 W 0 14+50- PROPOSED 61' VDOT RIW � I 14+00 13+50 T 13+00 12+50 y If If 4. \ � I I \ I _ JOB NO. 47036 SHEET NO. I ► I I I I I C4.1 L --- ----------------- ----------------------- ---- ----------------- -- --- ------------------------------------- — -------------------------------------------------------------------------------- - - - / -_- ------------------------- ti------------------------------ ---- i L-� ---- ---- - - -- - - - - - - -- 11 No - - -- - - - - - - - o/ _ — — —k6D. Ci3741 kI - - - - -- ---- --- - - - ------------ OLD LYNCHBURG ROAD lf�/fir STATE ROUTE 631 � (VARYING RAN WIDTH ------------------------------------------------------------------------------- �� ' — — — — — _------------------------------------------------------------------------------------------------- SSIONALyG ------------------ y9o3c, / N O N C E ---—OHP-----OHP-- �------ / Q o --- E OHP— Lu - -- -- -- -- -- -- //// w TELE. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ \ \ Oyu— r\ \ — — — — — — — — — \ \ ¢ a o 3 A T y ti l �/ M rE E. N� �� TO / QJ V00 Z ------------- —----�---- <-- i W —� C 31' STORMWATER PRIVATE & EMERGENCY 7.5' PUBLIC 10' PUBLIC \ OHr\ / a � N N a S FACILITY ACCESS AND ACCESS EASEMENTS ACCESS ACCESS \Oiyp\ t= T PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT EASEMENT \ \ I x j LL w I' 14 7L �_ �ry z o a OHP\ aofir e l/ Y H. ELECTRIC I ry 6 I VARIABLE WIDTH \ \` - Lu STORMWATER ACCESS AND PUBLIC TY TELE. & TVLINES \ oHP\ 1 oyr \ , o w ALLEY 1 I DRAINAGE EASEMENT OH I yr\ \ O ~ - - '---- -- -- -— — - — - — - -- - PRIVATE & EMERGENCY \ \ ACCESS EASEMENTS o \ \ ' TO COVER ENTIRE l^ P\ \ oyr\ _ _ \ \ o — — — — — — ' � ____ __ _______ __ 210' PUBLIC ROAD PARCEL --- ----- -----------------------77------ ------------------------------- ° ' HP\ yr� � / O O ' c \ 0 DRAINAGE ' I EASEMENT ti\Oyr� 20' WATER MAIN I + \ p ACSA EASEMENT I I I I / / / \ \ w w LOT 64 LOT 70 I I / \OHP\ = a 1786 SF 1887 SF I I I �/ / / \ a p I z O DATE I'I: �p LOT 63 5' SETBACKLOT 69 + 1/18/2021 1310 SF ! I I I 1384 SIF I y [� / O DRAWN BY �7 C. GAYNER J I40 ° 20' 40' I r D I 20' I DESIGNED BY LOT 62 LOT 68 p / • 1310 SF 6 TH - 20' 6 TH - 20' 84 SF ? I OI % • C. GAYNER w BY N CHECKED 5' SETBACK is • �I ::: 31' COMBINED ACSA > �c / • B. CICHOCKI Q' SEWER AND WATER aI 34' STORMWATER FACILITY p LOT 61 EASEMENT LOT 67 p ACCESS AND PUBLIC / / • SCALE 1310 SF I I ; 1384 SF I I DRAINAGE EASEMENT / o 1 "=20' OPEN 20' 7.5' PUBLIC S' PACE I ACCESS / • EASEMENT 6 • 434 SF LOT 60 ca 1310 SF I z I / 1384 SF LOT 59 I II i 20' WATER MAIN LOT 65 ACSA EASEMENT ° 2373 SF I / 2021 SF ' PRIVATE & EMERGENCcb Y ` ACCESS EASEMENTS ALONG FACE OF CURB , $ I 20' STORMWATER FACILITY _ _ ACCESS EASEMENT SAN SA— co/V , ---------- — - — - — - — - AN SAN I %� /� - ALLEY 3 ---- - — - — - — - — - — /O V 1 _ Q 30.5' COMBINED ACSA a I i '-- WATER �c / 0 a SEWER AND I I EASEMENT /~ �yo w LU I Q I —I 22' I z I / w J a 40' 7 TH - 22' J PRIVATE & EMERGENCY / LL 5' SETBACK ° ACCESS EASEMENTS W O LOT 47 LOT 48 STOP SIGN TO COVER ENTIRE 0� LOT 7 1670 SF LOT 49 LOT 50 LOT 51 LOT 52 (nP') I I PRIVATE ROAD PARCEL / / z O D 1683 SF 1696 SF 1708 SF 1696 SF LOT 53 I I N I I / Q U 2710 SF 0 , }, , I ° ° y / I X. - ' --- -e- _ ---------------- 1 / O S _ _ N y 11+50 11+00 SA/ —f PROPOSED 61' VDOT R/W 10+g0 -+ c S 12+p0 _ e 13+50 ±176' TO HICKORY STREET N / AN� 10+& � 1 .14p iii7iiiiiiil 10- - - JOB NO. (tIi f F L -------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - — - -------------------------_------------------------------------------------------------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ti -------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ----_-_-------------- ---------------------- ----OHP-----OHP---- —OHP-----OHP---- ��--OHT---- — R V--- \\OHS— \ ----------°— (----°— ------— ___ _ -- -- ---- —�---------- i J e ° ! J i' "°y' EI-. y. Ja, / a .J .. .:/ J• a . .. / c. NC \ (� — — — — C — — — — — — — — — — — — — — 31' STORMWATER — — — — — — — — — — — — — — — — — —a— PRIVATE &EMERGENCY — — — — — — — — 7.5' PUBLIC 1 — — — — — — — — — — — — 0 — — — — — — — — — — — 10' PUBLIC�c S FACILITY ACCESS AND ACCESS EASEMENTS ACCESS ACCESS \ Oyp\ \ \ T PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT EASEMENT \ 7L I \ I O.H. ELECTRIC 6�T 6 I VARIABLE WIDTH \ \ �` R=5.00' STORMWATER FACILITY TELE. & TVLINES On, ACCESS AND PUBLIC — 13+00 N27037'47"E 1+0 287.19' w w R,ro i o jot i 20' WATER MAIN A""A EASEMENT LOT 64 1786 SF i I ' LOT 63 1310 SF LOT 62 1310 SF 5'SETBACK F13 1 F LOT60 1310 SF LOT 59 2021 SF Mon. NA of 11AN 1 11 I I 29 1 • 1: 1 PROPOSED 61, VDOT RIW im I' 5SETBACKLOT 69 J 1384 SF a —40'°J. a ; LOT 68 a 1384 SF I I I 31' COMBINED ACSA SEWER AND WATER EASEMENT LOT 67 �I 1384 SF I 7.5' PUBLIC '. ACCESS EASEMENT o LOT 66 I s� 1384 SF I 3I! LOT 65 2373 SF PRIVATE & EMERGENCY ACCESS EASEMENTS ALONG FACE OF CURB °J I . I I I J II 1 DRAINAGE EASEMENT PRIVATE & EMERGENCY R=3.00' ACCESS EASEMENTS TO COVER ENTIRE R=5.00 PRIVATE ROAD PARCEL 20' PUBLIC DRAINAGE EASEMENT J � \`T .00, C) cm I0, IQ 1501 NI�, N CD z; Z I I 1 �l� N 0. , O ±176' --------------------------------- ----� I ------------------------- I I I I __ ___ ---------------------------------------------- / \ �c 34' STORMWATER FACILITY ACCESS AND PUBLIC / IDRAINAGE EASEMENT / 20' WATER MAIN / ACSA EASEMENT I / 20' STORMWATER FACILITY ACCESS EASEMENT `\a G 30.5' COMBINED ACSA SEWER AND WATER Yc EASEMENT PRIVATE ROAD CURVE 0 = 8°46'29" R = 126.22 T = 9.68 / PRIVATE & EMERGENCY L = 19.33 ACCESS EASEMENTS TO COVER ENTIRE C = 19.31 / PRIVATE ROAD PARCEL PC - 10+22.17 PI = 10+31.85 PT = 10+41.50 / \ \ SqN l =W ��nnR/ \ \RIT,FyRV M`i'ICE C SqN IU1 _ Y d,KX, 1! U '��?�. � 7!!wuw/ / f F 1 \ \ \ \ OyT\ \ \ OH SCALE 1"=20' 0 20' 40' fWD. Clchocki Lic. No. 53741 1 Ifs/zt yl0A(. ^� E 0 o N � N = > E w v E Q LL 3 p LL O— wO `mom j V oMo Z w —u O rn (7 W N d w 30 )x (va w � i =ry Z m > O U) 0Lu nO > W M Lu a� o w 0 x (D 0 F p w w H a Z 0 VI DATE 0 111812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 06 0 0 T\ V , 0 pJpwz J i L r-I a 0 LL ' ^ z Lu 0 Z V / 0 0 U 0 C) 0 0 �T i ,0 V / JOB NO. 47036 SHEET NO. C4.4 L IWD. Clchocki Lic. No. 53741 I//elz,I ---- \ 4 4 J° J -\. SCALE 1"=20' SIONAL — — — — — — — — — — —°OHP— — — — �— — — OHP— — — — OHP— — — — — OHP— — — OH — — — — �1 N n �['�� 3 t 4�� J ►] o •., 20' 40'- — OHP— — OHP HP — — — OHP— — — — — OHP — e �. Q S� s 1 " 11 n J• OH — —— — — KEY PLAN — — —OHP— OHP— o 10' P Buc ELE. VAUL T > E O.H. ELECT \ ACESS -------------------------- TELE. CTR/C � \ --_ __ M,gara�Es-sr��------------------ 7.e — E & TVL/NES———————————————— — — ---- ---- -- -- --- -- --- — EAS MENT — w a is °�TYf J e d. e J Je. •�� J° ` a °.i. �U N 3i Lu nc J a' : _— ----------------------------------------------- ¢ 0 3 5' PUBLIC \ ° — _ — — — — — — — — 5' PUBLIC 31' STORMWATER PRIVATE &EMERGENCY 7.5' PUBLIC — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ACCESS ACCESS FACILITY ACCESS AND ACCESS EASEMENTS ACCESS a J z EASEMENT PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT a w — O EASEMENT — — — — — — o rn 0 J to N V d - zF° u 31' STORMW TER i -i LL Lu I/ FACILITY EASE ENT i 5 9, 6 I a c z 00 w ° --' 10' PRIVATE DRAINAGE \ \ I O� -_ 12�00 - 12+5+0 - - 13+0 N27°37_47"E -_ 13�0 - 14+00 a cIf ----- -- ------ --------- ---------- - I— �— �(i +-- --�--- —I- EASEMENT \ gyp• 287.19' o w W W W W 10 , 1 C 10' PRATE oo I , ---- - - DRAINAGE I ALLEY 1 1 p 40' / / \ \ EASEMENT \ \I R'S CURVE 2 ED 5' SETBACK / PRIVATE \ I A = 90000,00 0' WATER MAIN N t I 0 / \ , SA EASEMENT f 21 LOT 23 LOT 25 EMERGE CY a \ \ \ R = 20.00 LOT 64 LOT 70 F LOT 22 LOT 24 I A ,. .. \ \ T = 20.00 �' `'I 1786 SF r 1887 SF I. o 0 SF 1350 SF 1350 SF 1350 SF 1690 SF I EASEMENTS \ f 58 > ALONG FAC/ \ \ I L = 31.42 0 $F u a .n OF CURB LOT 34 e. / 1350 $F C = 28.28 57 :;:I; : t� P. a LOT 33 I I' o I PC = 11+35.70 SF LOT 63 + 5' SETBACK69 0 87 $F 5 ETB = DATE 16 ' S A � . of PI 11+55 70 1310 SF II 1 84 $F PT=11+67.12$ 1182021 — — — a / / — 0 0 40' O o LOT 35 40 > R=124.00' 1350 SF I : p I I DRAWN BY SAN SAN s-, LOT 36 20' I u PRIVATE DRAINAGE 20' y 20' 14+ 0 N27°3T47"E _____ 14 0 __ R=3.00' 1350 $F 40' 2 EASEMENT J LOT 62 1 LOT 68 C. GAYNER - - '4 - 155.35' -+ -ADO LOT 37 p hr 5' SETBACK J,. 1310 SF 1384 $F I W • DESIGNED BY v✓ } LL R=100.00' \,\ SgIV 1350 $F LOT 38 Ice)'o LOT 56 MIN f' — — W y\, 1350 $F / I i��M 1485 SF 5' SETBACK I: c I N 31' COMBINED ACSA • C. GAYNER SEWER AND WATER CHECKED BY R=3.00' -\ �Srt LOT 39 I LOT 61 p EASEMENT LOT 67 y60 S v / zi 'N 1350 SF 1310 $F 1384 $F B. CICHOCKI Fi=3.Ob : I I, Y LOT 40 : t: 31' COMBINED ACSA I • ` I SEWER AND WATER + ALLEY 3 1814 $F o 2 • SCALE ,n I ' EASEMENT LOT 55 0, 7.5' PUBLIC CURVE 16* �`` 0 1485 SF I ACCESS 1 "=20' A = 19' 18147" \v�N4 ° N I LOT 60 EASEMENT 6 22' R = 112.00 ' /: ; : �?0 633-F 1'' / R; I LOT 54 a ° 1310 SF ° z 1384 $F • 2307 SF 40 5' SET AC L = 37.75 J, '' ro I 10' PRIVATE LOT 59 LOT 65 ',, � `\' �Grt 0 ``'�-° \ / 1 DRAINAGE '° I J 2021 SF � ° 2373 $F C = 37.57 I 124� �/ \ I' : EASEMENT / I PRIVATE &EMERGENCY PC = 14+73.78 I I ACCESS EASEMENTS F LOT 16 ! \v\ b ; _OT 14 LOT 15 1599 $ PI = 14+92.84 / '- , ° r. �\ SqN ^o I\� I 06 619 SF 1591 SF _ + : 1J* �' o = ----- s +_:_ I . I ALONG FACE OF CURB i PT - 15 11.54 \� oo — — — — :LI LOT 26 I 0 J` 5' PUBLIC % 2154 SF 5' SETBACK - - SAN SAN S — — ACCESS / 22' 40' — . - - +5 - -+- +00 AN SAN w — -- --+--- - N FAS�RAENT__; / LOT 27 18 I—_—_�_— 19+00 N29°46'46"E R=100.00' I---_—_�—_ __ 19 A SAN T 20+00 V , 1600 SFLOT 28 W _ _ 1601 SF /R=34.0 ' _ _ W - _ LOT 29 / - ---- - - - -- ------ - - - -- -- -- -- -- - - ^ --- -- -- - -- -- ---- -- �. � /'� 1601 SF --- V 1 ° :,_: LOT 30 ' COMBINED ALLEY 3: — �y I J ACSA SEWER 1602 SF CURVE I AND WATER LOT 31 I _ o „ 5 I I U 1602 SF EASEMENT A - 17 09 47 LOT 32 / R = 100.00 O j 22134' COMBINED 2113 SF 5' SETBAC T = 15.09 ACSA SEWER 22, LL Z W L = 29.96 AND WATER LOT 46 iY d / I C= 29.84 40' EASEMENT 2146 SF I I Q LOT 41 PC = 17+13.92 5' PUBLIC I I 40' ' co d / 2039 SF LO PI = 17+29.01 LOT 44 LOT 45 ACCESS 5' SETBACK a 0 157PT = 17+43.88 1600 SF 1613 SF EASEMENT LOT 47 LOT 48 LOT 49 LOT 50 p Q 2181 SF 1670 SF LOT 51 LOT 52 1683 SF 1696 SF 1708 $F 1696 $F 'w^ LOT 53 i SAN I I 2710 SF V / z ___ ________________ J e . '. _ _ U ----------- ------ \ \ Q \ \ O \ \ O \ W PROPOSED 61' VDOT RIW \ \ \ � I I \ I _ / \ I � 4.\ JOB NO. 47036 ` I I SHEET NO. \ c' / I I ► I I I I I C4.5 I - II II II --------- _— —_—_-- EX30"CMPAPPROXLOC — — — — — — — — — — — — --------------------- L 0 ° /' I ► °° ° 0 O 1 , I II Cichocki l - - - - - - _lic. Na. 5374 � _ _ - --- - SCALE 1I "=100' � \ 00 ----1--- 4--T --to ----------/o --------- oD �L- 0 100' 200' BLOCK 2 R_W_OATEROUTE61 °----------- � ------- - 10 yGti - -- ------- 2i o ------ ----- (VA - - HY M 0 0 0` \\ .I o g\J p/MIR_U so Mo 0° \° Po E°° 001-1 OH\ 0 OHP/P o o 0 VDO�SIG LLo 0 0 a o o ! E^T wJwV33O z o o N °00 > 0 o/° ry a ooF°/Ix 0 u 00\ U MRU / 0�BLOCK 12 % ° 0Q ,6�Lu °o nv o0�"t 0 0 \ \ / 0 �P'V /0 °oc� �/ ADU" �Q�G \', g� �� i� �>>i >>>:D / I 0 0 1 0 \ - / o //OPJOPco o ° DO j/ // BL lJ 1 i� l ~� \. 0 -/ o BLOCK 2 v °�/ / �� G c_ \ ❑ -7 \ o N _1 �� o o STREAM BUFFER/ o ° P/ y� / Zj �'G G _' n0 O ` ^- O FLOOD PLAIN Jo /� cY/ 't! QG C \ I �] 1 1 ^ �r �Q 1 �1 \ I --E: - / O = 0 CONSERVATION AREA ® // ' C\ �% \ 1 1 , JI I I n I \ I C G I -- / �C - _ C ❑ O ° 0-6 o o%/ / �,; / �\ d 1 f1,1, �\ I �� C� I _ [�j U y" ii \ \ J i / °, BLOCK 8 oJ I�f o � n _RTl6N------ - / /Lo H U N Q o DATE L r -11 0 s ° - 90 �G D D O I O \ Z\ \ \ - - u +'UGC� \� l ° 0 I'�' O I .Q� -F� 0 _ G I r- I� I .J .I� \ \ J � ^ I II 4 I DRAWN BY o 0°000 / °o / -BL C �bT - II' u i n \ `\ `�\\\ \ /L v 11 P C.GAYNER �i O Z,- I II \�\JB •DESIGNED BY , ° II\ 0 /%, v° • _ i I r �/ l I C. GAYNER 00 ° / I y J / I --r- \ \ q 4y \\ \ I I O • CHECKED BY ' ° I I _\, . / �° 0y� °/ �6� �' QP P k\\ \ o A U _- I / *e n J �' \ \ \\) \ I u • B. CICHOCKI 0 �FfvtoA 8 YR 50U nIU _ *;`<. ••• • • 1�SeTq"CALE10OPv 1_100 ' °°o BLOCK 3 � o 0�0 0 LCK I - ,° I° A u Jf p \0-0 0 !Off ° to A0' O U / .00 h L1 I L�'I) / <\ (6)P_ �xeC W 0 / 0 BLOCK 6 ° ° I I\° ✓\ ADU / / \ ► ° \ \ \ \ PRIVATE 20' SANITARY 11000, 100^ SEWER EASEMENT I BLOCK 4 \ G o W 0 D.B. 2984 p. 688 Slttr 0 ' \p\ o \ SLOPES „� / O-j�o0 `\ /� \ o \\s��Q].. TYPICAL) ON QJ J / �� `/ \ �/ , \ �►� 1L �// \\ 'Jy4 V �j V l Qoo/\\°� ° N\ �p\I� <\ �o\ (STBLOCK 7U ° LLT 0 \ _ _ �'sAry \ ` \ ° o °fie o Sv 1_ �j \ A. C \ `' \\ \\ Gc I� `� / \ ° \ \ `\ ° o 20' SANITARY of C ° ¢'? 1 1 ` \ \ LL O 06 ° EX SANiI r27 \ . \ 0 WER EASEMENT ° ° 7 (� -� °� C a �% ° �` �P B WATERTIGHT ` 00 b / �� UGT -UGP \ w \ 0 _UFFE ( i �a� . 2984 p. 688 1i0 _ i O .Q - _ ° a 0 1 TOP= 398.1 \� y�0 / 0 z� \ V s F \ �) z °o o o ° ° 0 O,Q v (WAPE�TIPil-PT/P/ENTE� ° / J 1/� a� ^ / , UG L _ j / v� \ C \ O O \ ° v*3'k� < �,� p Z LlQ 99P.8 ° \� \ ° ° G c / r / 1 \0 tr o o \ \-TOP = 39�. 0 00 0 / o / / - - - ` U o 0 ° ° vv ° 0 0 ` ° 0 0 \\ \\ 10.= 39 0 a -__= TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY ° °° ASSOCIATED LAND USE \\_I \ DENSITY RANGE DENSITY AFFORDABLE MARKET RATE NUMBER OF ° \ °o /\ O �\ \ / G� BLOCK REQUIRED PROVIDED AREA (AC.) DWELLING UNIT DWELLING UNITS UNITS PROVIDED LOTS o ° / J r� \ \ / \ \ `� ' Gt _- -' I - -� \ PLAN(S) DESIGNATION RANGE REQUIRED 0 \�� UNITS/ACRE UNITS/ACRE PROVIDED ADU MRU PROVIDED o / C \ \� UGT ` %�� Q I n I / ❑ \ GREEN SPACE & 1 0 0.0 8.0 0 0 0 0 \ o ` . ° \ 00 \ \ �� / / / Op / p C \ / ^\ %' UGT/ C \ O BUFFER 2 0 0.0 1.3 0 0 0 0 0 � °o\�+ ° I \\ \ I O O T / // n \�� - I /� NEIGHBORHOOD 3 3-6 2.1 1.4 4-12 3 0 4 ° 00 I~ DENSITY 4 3-6 1.3 1.5 5-14 2 0 3 0 \0 \ \ I / ' 1 C� URBAN DENSITY \ \° \ < \ \� SDP202000048 ` tX.SAN. 25 \o ` \ ' ��\� \ I / ' /r / RESIDENTIAL 6-18 3.4 7.1 60-127 44 0 28 / (WA TE IGHT) I A I I ; I \/_ \ / IIyy�� VILLAGE 5 0 T=396.2_ o y0 I I �\� // �-� \-� i I C \ O O/ O 400,0050 NEIGHBORHOOD 6 0-28 0.0 1.1 0-31 0 0 0 ' o I•%=389.0 ��10 / �� I I I / y / \ _ /W MIXED USE/ 7 0-18 0.0 0.6 0-12 0 0 2 _ NEIGHBORHOOD 8 0 18 0.0 1.0 0-17 0 0 2 1 00 \\. °�If 0/� �// J f\�\�\\ \ ) �\- 4. PLACES 9 034 8.3 1.8 0-61 0 15 15 \0 �I� ° 1 l/I�V�/ \'` \ \\\��v �\ \\/UG \\ \ JOB NO. THIS PLAN 10 6-34 14.4 1.8 11-62 16 10 12 / / J I $ / // / / \ ; \\ \ \> \� \ 0 \> \% UGT i / \ \ URBAN DENSITY 11 6-34 8.3 5.4 20-182 0 45 45 0� I°� oA / I �/ \ / \\ i \ - 47036 MIXED USE 17/10 / \ \\ UG -UGr / \ \ / I \\� - �\ 12 6-34 0.0 3.0 13-102 0 0 0 � - I�y / / `\ �\\> J /uGr� - _ -uGr�' �1 � J ' _ \ SHEET C4.6 TOTAL 34.0 150 450 65 70 111 ` \ L �o I0 o J - �0 Pp83 ` l BLOCK 9 SCALE("=100' \\\\ I / 00 c AMENITY SPACE / /0 (1059 SF) / 0 0 0 90' \ �\ j BLOCK 10 0 o 1 / o \ \ �, I o �VDOT-SIGHT / 0 If \ \ MANAGED DISTANCE 0 I ° \ \ \/ STEEP SLOPES I EASEMENT ° °00 \ \ ( (TYPICAL) \ o /_) TOTAL GREEN / / o \ \ \ \ SPACE / / /o / o \ \ i (59518 SF) 0/ \ o \ \ / / ° ! ° / �" / 00 0 00 / / 0 l 0 \ / 0 / _ /��\0��/4� 00 / o \ ° /a/� o ° B o II 1 - - I _=- ----------------------- PEDESTRIAN- _=- - CLASS B TYPE 2------------------ ----- - - �bY ^�T O(� TRAIL C B TYPE 2 n \[- - - - - _ _ ------ ----------------_ - (1493 LF) PEDESTRIAN -------- - _J _ _ _ OLD LYNCHBURG ROAD _ _ - - _ _ REC. AMENITY- BLOCK 2 _____ 110A2'R/VV_____ -- STATE ROUTE631 d° -- _19147 ° - - 4D. C1chockl SPACE - fVARY ---------- - U Lic. Na. 53741 - - - (6779 SF) - - - - - -- 4 - / dp 1 t el? , ....... OHP- - N _ 0 PLAY GROUND :' � OHr� _� (1600 SF) - - CLASS B TYPE 2 MC/ p � ° HP� OI D18( 90 LF) PEDESTRIAN TRAIL F/BER P7ICz q,�C ��N1 off / o E 0 REMAINING AREA / N m OF BLOCK 11 TO BE / �` E DEVELOPED UNDER /��`v SEPARATE COVER ,v v `\ �uv� CLASS B TYPE 2 BLOCK 12 , o LL o PEDESTRIAN TRAIL (265 LF) - ¢ V o°'o z �L'/1 Nv a / 3001x u V) w 0 0 u� z 0 ' 0 BLOCK 2 L( I CLASSBlYPE2 =� r�� t?�" ~ c ^ V) ° ° ° 0 6 PEDESTRIAN TRAIL 2 �. �- ry w o P E )EST T O O oy o I / ° I / / % 33 PARK PEDESTRIAN TRAIL / a m ° ( ° i MINOR BLOCK LINE ° / (230 LF C� (4434 SF _ - C _ oo J ° 1 ADJUSTMENT. BLOCK /, �% \ 1 (119 LF) n fFcBLOCK 11 r - o o / I1� c _13 � w 0 0 o / J AREAS MAINTAINED�o WITH ADJUSTMENT / ^� °oo '°° - 0 0�° BLOCK JII Z `,� { G TO LOPEN SP _ -J�i'� �_ - - bl �'f V/ lot / / uli � 0 o \ 0 / o % o % . k�� J I > i ITTERNUT l�N� - - - / / 0 v/ o \ -/ I'll ° // I tt \ \(1.64 l �A N q_ G t_. / O 0 I � � �� / o J l _ r ° ° 0 ° / °, .. - / _ U-�UGt�-- / I V Q� /s \ \' 11 '�'rg.' a I w H / 0111"01 o_ n / yQ ° \AK Z0 0° 0 ° ° 0 10 0 0 0 0 0 0 0 0 O DA > o 111812TE021GAUN DO o o o0SDRAWN BY o U / I� C. GAYNER o o °1N OBLOCK 1 bpo PERSDP2-k DESIGNED BY z. I I P APPROVED ON 1 1 �, \ ` V \/ T �z\ //of 1-j ' I �I .'8 �kkE BLOCK 3 I 11/23/2020. Q ' ' �I,/ •• C. GAYNER 1 0 I I I �� PROVIDED FOR V U /` '' o `rc/jj"' \ U �\ I X I I \ J- LCHECKED BY III REFERENCE ONLY / 0� (� �/j /' , �W -_-r • 00 - I ,�.` v \ �' �- / lO rj • B. CICHOCKI o I I I l (2636 SF) I I I /`\t i UGT \/ TJ r \° III ° / I (CLASS B TYPE 1 B L 5 I I / / n c� 0 I d 1 1 • • o Ys J 0 I I / o PRIMITIVE TRAIL yc I\ c / '� ` / G \,,� / SCALE 0 ' I ° - (404 LF) PLAY FIELD / / G) � / / \\ \\\\ u " /� r �} 1 "=100' o ' / Ilr I >t/ (4090 SF) / 3 / / / ..� \ / / / G /�� _ \� �\ �� , ` ` • �jj' it13 01, . J 1-000 o I IY \ ° OT LOT , �JF I /UGT I\, 00, o ` �Q. /'' / /' tl / \\ ° / PR/V$LOCKIRY BLOCK 4 ��` - CJL 06 ° \\ ° SEWS PRESERVtU V 9 °(G \ PARK \ / 0 llSs D.B. 2 V STEEP 1855 SF 0� / o \9'H\ o D.B. SLOPES / / /> o ��\ TYPICAL �/V Q, \ / �► v / °. O \ 1jON PARK(1145 SF) f7 J rl v CO \ \ \ \ °/ °_S`� C(TBLOCK7 °' -3 ° �\\ _ \ 0 / _ \ to A \ I - - TRA \ o 0 0 ESTRI l/ / / n _ R 0 ° NECTI / �► �. / V ��_� (\ v �\ v / ' 1 V 0- C3 Li O Q TABLE 7: MINI MUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMA RY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC.AMENITY& REC.AMENITY& TOTAL GREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONAL AMENITIES& CIVIC RECREATIONAL AMEN ITI ES &CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITYREQUIRED AMENITYPROVIDED CIVILSPACES CIVILSPACES SPACEREQUIRED SPACEPROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(5) (ACRES) SPACE REQUIRED PROVIDED ACRES ACRES ACRES ACRES REQ. ACRES PROV. ACRES ACRES ACRES SF SF 1 1.80 5.97 0.80 0.23 0.05 0.00 0.05 2,000LF CLASS BTYPE 1 PRIMITIVETRAIL 404 LF CLASS BTYPE 1 PRIMITIVETRAIL 8.00 0.75 10,000 2,011 296 LF CLASS B TYPE 2 PEDESTRIAN TRAIL SDP202000048 0.10 1.10 0.30 0.20 0.03 0.00 0.03 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 0.27 8,700 1,489 THIS PLAN 2 TOTAL OF BOTH PLANS 1,789 LF 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 SDP202000048 4,090 SF PLAY FIELD 500 SF NEIGHBORHOOD PARK 1,866 SF TOT LOT 985 SF COMMUNITY GARDEN 600 LF CLASS B TYPE 2 TRAILS 3,080 SF GARDEN 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 3,940SF PARK 4,000SF NEIGHBORHOOD PARK OR REC. 1,855 SF PARK AMENITY c 2,636 SF PARK 223 LF TRAIL PEDESTRIAN CONNECTIONS 500 SF N EIGHBORHOOD PARK 1,600 SF PLAYGROUND 1,059 SF AMENITY SPACE 2,170 LF CLASS B TYPE 2 TRAILSb 4,434 SF OPEN FLEX SPACE THIS PLAN 9-11 0.38 0.00 1.64 0.50 0.505 0.13 0.32 6,779SF REC. AMENITY 0.63 1.41 22,700 35,870 51000 SF NEIGHBORHOOD PARK OR REC. 2,704 LF CLASS BTYPE 2TRAILS: 1,493 LF BLOCK 2 TRAIL AMEN ITYc 1,211 LF CONNECTOR SITE PATHS 12 0.00 0.00 0.00 0.00 0.00 0.15 0.00 6,500SF ACTIVE USE REC. AMENITY 0.15 0.00 6,500 0 TOTAL 2.28 7.07 4.12 1.05 0.62 0.39 1.47 10.41 3.46 58,400 62,729 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 bFOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 cSPACE REQUIREMENTS IS CUMULATIVE AND MAYBE PROVIDED USING NOT MORE THAN 6 SPACES, NONE OF WHICH CAN BE SMALLER THAN 500SF DISTRIBUTED ACROSS BLOCKS Ld V \ \ / vJ I\ / O H- \ p o a I_ �\'\ ® O \ �O �Q / O \ , �\ •:YI, _ UGT- c� r7� \ o C. /j \\ O \ \O /jG? - UGT UGTf NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. D O U) JOB NO. 47036 SHEET NO. C4.7 L fWD. Cichocki Lic. No. 53741 --------------------- �� l�(�/Zf �P o --------- I �G1 — ° J J ° J ° J - \ \ \ � • 0 � ^ — � 1 II SCALE 1 "=20' ONAL _— -- ----_— —OpP----°OHP---- \--—OHP---- OHP-------OHP-----OHP--- ---- �1 N �n �['t 4�� J►] o,l, 20' 40'- \ ° \ — OHP— — OHP OHP — — — — OHP— — — — — OHP — e - �. Q OH —KEY PLAN — ——OHP—OHP— o \ \ 10' PUBLIC TELE. VAUL T > E \ \ ACCESS _ -------------------- O.H. ELECTR/C \ _ ------------ TELE. EASEMENT 13.55'------ w v E &TVL/NES \--------------------------------------------------- --- --------------------- e / °J /a J° HW 73 e; .. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 — — — — — — ¢ U. O 3 _ _ _ — — 5' PUBLIC 31' STORMWATER PRIVATE & EMERGENCY .5' PUBLIC S'PUBLICACCESS \ \ ACCESS FACILITY ACCESS AND ACCESS EASEMENTS ACCESS a W z EASEMENT — ' ' — • • — • • — . . — • • — • EASEMENT PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT w —u p J d N N a / — 31' STORMW TER 9 O w a a FACILITY EASEMENT z 10' PRIVATE c u > w DRAINAGE \ ALLEY 1— 6,779 SF OF ---- �ECREiONAL EASEMENT \\ AMENITY SPACE W W W W W W PLAY -- — -- -- -- -- �0, I GROUND/ \ J \ \ 10' PRIVATE ;' I. -------- ------------------------- -- 1600 SF -------------------- - 1. / \ DRAINAGE \ \I I p 40' _ 5' SETBACK /PRIVATE / tl \ \ EASEMENT ° 20' WATER MAIN m I O - 20' / \ ACSA EASEMENT I 0 / EMERGE CY z \ \ J LOT 64 LOT 70 F f 21 LOT 22 LOT 23 LOT 24 LOT 25 I / q \ <' I . I ! I r 1690 SF EASEMENTS \ I LOT 58 1786 $F 1887 SF o 0 $F 1350 SF 1350 SF 1350 SF I Lu ALONG FAC/ \ \Lu LOT 34 2280 $F : i ; ' = a ° OF CURB — / 1350 SF I LOT 57 a p / LOT 33 I 1485 SF LOT 63 5' SETBACKLOT 69 0 :i DATE tea__ ___ -- -- = 87 SF 5' SETBA II 22 1310 SF ; I I 1384 $F 16 8 TH - 20' J" 40' $ — 1 18 2021 8 Ii .' . 40' I o / / \ LOT 35 I 40' :?� } DRAWN BY SAN RAN \ 1350 SF LOT 36 20' I 10' PRIVATE DRAINAGE 20' y 20' 1350 SF 40' I EASEMENT LOT 62 LOT 68 C. GAYNER LOT 37 �' 5' SETBACK 1310 $F 6 TH - 20' I 6 TH - 29'384 SF 1 `^ } D I • DESIGNED BY ✓ SAN —,_.- 1350 $F I z LOT 56 LOT 38 J I�' ' . �.• 2; a J • I V \ / I 5 TH 2 1485 $F 5' SETBACK • — — 1350 $F I w 31' COMBINED ACSA C. GAYNER �: LOT 39 I • < LOT 61 ® Q SEWER AND WATER • CHECKED BY EASEMENT LOT 67 _s S N 1350 SF / 1' MBINEDA A 1310 SF t LOT 40 I : {: 3 CO CS ; I I 1384 $F • 8. CICHOCKI IV SEWER AND WATER 1814 SF • SCALE I I : I ' EASEMENT LOT 55 C 7.5' PUBLIC J G �1485 $F OPEN ACCESS 1"=20' SPACE / N / / 4,434 SF d'< LOT 60 D EASEMENT • LOT 66 —22' .;.;; / I ° LOT 54 1310 SF I z 1384 SF I' 2307 SF S ' ' . '' . 10'PRIVATE °> LOT 59 I LOT 65 5' SETBAC / ;,' N / ao' I J ! I 2373 $F TH-22' I �'• �' DRAINAGE \ I : EASEMENT 2021 SF 1 PRIVATE & EMERGENCY / \ : \ �, �• 1 ACCESS EASEMENTS _OT 14 LOT 15 I LOT 16 LOT 17 ! / r I I 1599 SF : : ``` • • r. SqN w ____,_ 619 $F 1591 SF 2177 $F � -----�`I � � W I ALONG FACE OF CURB J ' LOT 26— . I O J` 5' PUBLIC 2154 SF 5' SETBACK SAN SA— N 3 — • , __ ---- f_ — — — - ------------- - ACCESS / 22' 40' : AN W SAN —.. —.. T EAS♦ fWW1=NT__; I / LOT 27 / W AN SAN 1600 SF LOT 28 TH - 22' W ALLEY 3 1601 SF / y W LOT 291601 SF LOT 30 'COMBINED T J ACSA SEWER 1602 F ° $ I z AND WATER U LOT 31 EA EMENT I I I Q 1602 SF S J LOT 32 / 22' 34' COMBINED O > a 2113 $F 5' SETBAC ACSA SEWER - 22, AND WATER LOT 46 ° / I 40' EASEMENT 2146 $F I I W I NoRl2pNRO / I 2039 SF LOT 42 LOT 41I LOT 43 I LOT244 I LOT 45 SACCESS 'PUBLICI J I 40' 7 TH - 22' 5' SETBACK Lu Q W q0 / 1575 SF 1587 SF 1600 SF 1613 SF EASEMENT LOT 47 LOT 48 STOP SIGN LL V) 2181 SF 1670 SF LOT 49 LOT 50 LOT 51 LOT 52 (TYP.) O Q 1 j 1683 S ui O8 F ' ^ V I , F 1696 SF 17 $ 1696 $F LOT 53 i I j 2710 SF W ----------- __ ° a I , , , e � U ---------------- ----------- ---- --- \ \ \ Q \ \ O \ \ O\ \ HORIZON ROAD PROPOSED 61' I/DOT R/W 7 \ I = \ I ■ / \ I � 4. JOB NO. 47036 SHEET NO. \ c' / I I ► I I I I C4.9 _ II - - OLD LYNCHBURG ROAD ------------ STATE ROUTE 631 1 1 (VARYING R/W WIDTH i I EX30"CUPAPPROX LOC. — — — — — —-------------------- L -------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------_------------------------------------------------------------------------------------------------------------------- ---------------- y ---- -------- _____ ____ OLDLYNCHBURG ROAD STATE ROUTE 631 --- _ _ - -- (VARYING R/W WIDTH -— -------- -------------- �OHT ----OHP-----OHP---- ��--OHT---- —OHP-----OHP---- — R " J d _d' r" d 9 / J. a. �� -i .'�� rE;�E . — — — — C — — — — — — — — — — — — — — 31' STORMWATER — — — — — — — — — — — — — — — — — — — — — — — — — — — PRIVATE & EMERGENCY 7.5' PUBLIC — — — — — — — — — — — — — — — — — — — — — — — — — — 10' PUBLIC Oyt\ \ \ \ S FACILITY ACCESS AND ACCESS EASEMENTS ACCESS \ ACCESS \ Oyp\ \ \ \ \ \ \ T PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT EASEMENTTT \ \ . I \ GNP- O.H. ELECTR/C VARIABLE WIDTH STORMWATER FACILITY TELE. & TVLINES — ACCESS AND PUBLIC ALLEY 1_ . -- ------------ ---------------- -- / - --- --------- - - ---- 20' WATER MAIN ACSA EASEMENT LOT 64 LOT 70 F I 1786 SF rat I 1887 SF I I' LOT 63 5' SETBACK LOT 69 V 1310 SF I I 1384 SF — 40' I 20' y 20' LOT 62 1 LOT 68 d ' 1310 SF 6 TH - 20' I 6 TH - 2q'384 SF ' I J 5' SETBACK �: ' } w J i 31 COMBINED ACSA Q SEWER AND WATER ' LOT 61 EASEMENT LOT 67 1310 SF — ' I I 1384 SF I OPEN I 7.5' PUBLIC PACE ACCESS 434 S F e ` LOT 60 > EASEMENT LOT 66 l 1310 SF I z 1384 SF LOT 59 I; LOT 65 J 2021 SF 2373 SF PRIVATE & EMERGENCY ACCESS EASEMENTS I• `d i i I : 1 ALONG FACE OF CURB I i i i �. '- i Imo- °J SAN AN SAN W ALLEY 3 - 22' I Je I I 40' 7 TH - 22' i 5'SETBACK LOT 47 LOT 48 LOT 49 I LOT 50 STOP SIGN TYP.) 2181 SF 1670 SF 1683 SF I 1696 SF LOT 51 LOT 52 LOT 53 1708 SF 1696 SF I 2710 SF II I I HORIZON ROAD PROPOSED 61' VDOT RIW m DRAINAGE EASEMENT 1 PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE PRIVATE ROAD PARCEL 20' PUBLIC DRAINAGE c EASEMENT /Y \ --------------------------------- ----� --------------------------- I I I I I I__ ___ ---------------------------------------------- / / \ \ \ O/yt\ \ pH 0 0 / w / Q > c 34' STORMWATER FACILITY y rL ACCESS AND PUBLIC / IDRAINAGE EASEMENT / / 20' WATER MAIN / ACSA EASEMENT I20' STORMWATER FACILITY /441 • ACCESS EASEMENT � /yc �� r1/ co I a � O� 30.5' COMBINED ACSA SEWER AND WATER c ti EASEMENT / PRIVATE & EMERGENCY / ACCESS EASEMENTS / TO COVER ENTIRE / PRIVATE ROAD PARCEL 777 C / HORIZON ROAD / ±176' TO HICKORY STREET ry a L3 KEY PLAN SCALE 1"=20' 0 20' 40' fWD. Clchocki Lic. No. 53741 1 /fs/zt yloAG ^� E 0 o N � N C > E w v E �U ¢ LL i 3 w O W 0 0^y aLuj V oMo Z w —u 0 rn 0 W N "I' d w v 30 )x U) W i ry Z Fva� 0 8m > W M Lu o w M 0 x C7 0 F 0 w L w F- a Z 0 VI DATE 111812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 06 0 T� V , U Q o J J' a w LL �z Lu m rl a W LL O Q L1J z Lu Z C 0z 0 U 0 0 C) 0 0 2 �0 V/ JOB NO. 47036 SHEET No. C4.10 L 124: MH-1 STA 10+90.58 TOP 455.84 INV IN 446.47 (125) 460 INV OUT 444.57 (123) EXA: MH-1 STA 11+29.42 TOP 456.64 INV IN 449.00 (EX.) INV OUT 448.80 (125) 480 455 PROPOSED HORIZON ROAD GRADE 455 PROPOSEDr 455 GRADE / ISTING BADE 450 450 PROPOSED 1Ly 6F WATER 445 LINE ` �$ Oe h o 445 SANITARY (� PIPE 3-1 1. ' 3 O 440 / y$ Q� 440 M SWA 72" CMP 6po (� INV. IN 439.14 435 435 9+50 10+00 11+00 SWM A - STR EX.1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 102: MH-1 STA 10+00.00 TOP 437.78 INV IN 430.70 (103) INV IN 430.83 (107) INV OUT 427.00 (101) 450 [108: MHA STA 10+39.52 TOP 446.69 INV IN 434.56 (109) INV OUT 43320 11071 450 PROPOSED GRADE 445 445 440 440 S A 72' CMP IN .OUT 4 6.46 435 435 0 95 ®y. 10�, OF F� 430 952 EXISTING430 " eFs GRADE 425 425 420 420 9+50 10+00 ,„+50 STR 102 - SWMA HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 120: DI-3B 6 ft Throat STA 10+73.27 TOP 443.41 m INV IN 437.84 (121) Cm INV OUT 437.74 (119) 118: DI-3B 6 ft Throat co 116: DI-3B 6 ft Throat STA 10+28.27 m o m v STA 10+04.00 TOP 444.50 °? + N H- TOP 445.22 IINVOUT440.25015) INV IN 437.29 (119) ❑ " v O H O > 455 INV OUT 437.19 (117) 450 N 450 450 EXISTING GRADE 445 445 PROPOSED GRADE 440 440 SWM A 72" CMP 115 INV. IN 440.05 4.00' OF 15" HDPE @ 5.00% 435 435 430 430 450 455 PROPOSED GRADE 445 445 EXISTING GRADE 440 440 SWM A 72" CMP INV. IN 436.90 121 117 119 0 OF 33 43' F 435 28.27' OF 45. 15. HD E 435 16, (� 1.00% @ .00% 430 430 425 1 425 12+00 9+50 10+00 11+00 9+50 SWM A -STR 110 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 200: ES-1 for 15 inch Pipe STA 10+04.00 TOP 447.62 INV IN 446.25 (201) 46!i 202: MH-1 STA 10+32.08 TOP 455.30 INV OUT 446.50 (201) 485 460 460 PROPOSED GRADE 455 455 450 450 EXISTING 445 201 GRADE 445 15" HDPE @ 0.90% 440 440 9+50 10+00 11+00 STR 200 - STR 202 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 10+00 11+00 SWM A - STR 116 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 204: 18" Basin - Circular Grate STA 10+36.00 TOP 452.38 INV IN 447.78 (205) 4MV 01 IT 447 aR (2n3) S% STORM DETENTION ISOLATOR 112: DI-3B 6 ft Throat STA 10+16.18 TOP 447.91 INV OUT 441.73 (111) 455 455 450 450 PR POSED GRIALIDE 445 445 JEXI TING 440 G DE 440 SWM A 72" CMP 111 INV. IN 441.08 16.18' OF 15" HDPE @ 4.00% 435 435 430 1 430 100: ES-1 for 15 inch Pipe [114: DI-3B 6 ft Throat STA 10+04.00 STA 10+04.12 TOP 428.12 TOP 446.34 INV IN 426.74 (101) INVOUT44109(113) 455 450 450 450 445 PROPOSED 445 GRADE EXISTIN GRADE 440 440 SWM A 72" CMP 113 INV. IN 440.84 4.12' OF 15" HDPE @ 6.00% 435 435 430 430 102: MH-1 104: MH-1 STA 10+56.28 STA 11+12.29 TOP 437.78 TOP 447.17 INV IN 430.70 (103) INV IN 435.43 (105) INV IN 430.83 (107) INV OUT 427.00 (101) INV OUT 433.40�103) 445 445 PROPOSED GRADE 440 440 SWM A / 72" CMP INV. OUT 436.46 435 10y F 435 Fk All?, x o0 1 0 Co. 430 6Ah• P� 430 P- EXISTING GRADE 425 425 101 52.28' OF 15" HDPE @ 0.50% 11+50 9+50 10+00 11+00 9+50 10+00 11+00 9+50 SWM A - STR 106 SWM A - STR 108 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 [206: DI-3B 6 ft Throat STA 11+21.00 TOP 452.07 INV OUT 448.20 (205) 460 PROPOSED GRADE 455 455 EXISTING 450 / 2 GRADE 450 VM B: TECH / WITH 203 205 ROW 36.00' OF 85.00' OF 445 HDPE 15" HDPE 445 @ 0.50% 440 440 9+50 10+00 0 SWM B - STR206 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STOR DETENTIC ISOLATC 12+00 208: DI-3C 6 ft Throat 210: DI-3B 6 ft Throat STA 10+75.56 STA 11+42.56 TOP 460.50 TOP 461.91 INV IN 453.82 (209) INV IN 455.93 (211) 485 INV OUT 453.20 (207) INV OUT 455.83 (209) 10+00 11+00 STR 100 - STR 104 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 [212: DI-3B 6 ft Throat STA 11+94.63 TOP 463.94 INV IN 458.54 (213) INV OUT 456.45 (211) 12+00 214: DI-3B 6 ft Throat STA 13+21.84 216: DI-3B 6 ft Throat TOP 472.09 STA 13+96.77 INV IN 465.64 (215) TOP 475.59 INV OUT 465.54 (213) INV OUT 468.26 (215) 485 EXISTING 480 G DE 480 475 A 475 / PROPOSED PROPOSED WATER 470 GRADE LINE 470 / 1.5' / / 2 5 465 1' MIN. 465 1 " HDPE SANITA Y 3.50% PIPE -8 OF460 / I P JPR 460 ED455 OF 455 209 1.5' 52.07 6� p y V\DPE @ @ 1.( 0% 205 OF SANI ARY 450 450 SWM B: \5 - MTECHJ/J' C� ' N WITH R ROW 445 1 1 445 9+50 10+00 11+00 SWM 12+00 13+00 STR 216 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 14+00 14+50 0 50 PROFILE SCALE fWD. Cichocki lac. No. 53741 �/fs/zt 'l9o.Sc, z O a U V LU w a z O N w w H ¢ DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN Cb 0 1� Vl U 0Q U) J> w M u; of J LLJ ofLL w O m 1� QLL a Uj z (n 0 Q O W I..L 0 0 0 2 �0 V/ H JOB NO. 47036 SHEET NO. C7.0 f D. Cichocki 'Z U lac. No. 53741 �o SSIONAL 'l9o.Sc, M E 0 0 u N � N 0 > E w ai E w w 3 Q a o 3 p LL - wO `mom j V20 z a -Li rn O w r- (L w 30'x U) w i 0 ry z Fv> O c U) n N W W M � d � O W � H- M 226: DI-3B 6 ft Throat vi 218: STA 10+00.00 TOP 473.59 230: DI-3B 6 ft Throat INV IN 466.53 (229) STA 11+18.87 IN INV IN 466.53 (227) TOP 476.99 p INV INV OUT 466.43 (225) INV OUT 471.28 (229)) _ 220: DI-3B 6 ft Throat490 490 STA 10+00.00 pw TOP 465.19 222: 15" Basin - Circular Grate w H INV IN 457.35 (223) STA 10+62.12 INV IN 457.35 (221) TOP 469.27 INV OUT 457.25 (219) INV OUT 460.46 (221) 475 475 Z O (n DATE > j 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN -000.0 • 5 0 1� 0 0 50 T PROFILE SCALE Vl 0 STOR (� DETENTION V ISOLATOR I I= O Q U) J> w 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 w J STR 220 - STR 222 SWM B - STR 228 STR 226 - STR 230 m Q � HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' ' 2 0 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 m 1� QLL a O LU (n z 0 Q O U) z 0. I 0 0 0 0 2 ,0 V / JOB NO. 47036 SHEET NO. C7.1 PROPOSED GRADE 470 470 / EXISTIN 465 GRADE 465 / O N @ N � v N 220: DI-3B 6 EXISTING GRADE 485 485 / 480 / 480 PROPOSED GRADE 475 475 470 470 465 2Z9, OF 1188NpPE 1y� pp°lo ® 465 460 460 455 455 f STA 16+64.36 T TOP 461.87 D. C1ChOCI{I T STA 10+88.07 STA 10+00.00 INV OUT 454.06 (6-5) Lic. Na. 53741 STA 16+28.40TOP 445.31 TOP 445.31 STA 11+gg.62 STA 13+92.16 TOP461.74 '�i�/Z� STA 11+7g.40 3 4 STA 17+35.69 FSTA 10+00.00 NV IN 440.44 (3-1) 2INV IN 440.44 (3-1) TOP 448.08 TOP 452.13 INV IN 454.67 (8-5)7( ) NOV OUT 441.94 (2-1) ( ) ( ) ( ) ( ) NOP 460.43 V OUT 456.04 (7-6)IONALlaJTOP 452.20 NV IN 440.34 2-1 44546 INV IN 440.34 2-1 INV IN 443.48 4-3 INV IN 447.73 5-4 INV IN 453.25 6-5 465 INVIN439.80(1-EX.1NV OUT 440.24 1-EX. 1 465 465 INV OUT 440.24 (1-EX. 1) YINVOUT443.28 3-1 INV OUT 447.53 (4-3) INV OUT 453.05 54 465 yip M E 0 0 u N � N 0 > E w v E w w 3 Q U. o 3 p LL 0 wO `mom Lu V 2 z a -u O > rn C7w �� a w v 30 )x U) w 91, oa 6LL o i c ry z Fva� O c U) w W M a � o w JI O x c� O 0 w w w a z O DATE j 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 • CHECKED BY STR EX. 1 - STR 2 STR 1 - STR 7 • B. CICHOCKI HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' • • SCALE VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 AS SHOWN 5 STA 10+00.00 STA 12+14.06 TOP 461.74 TOP 474.18 8 STA 13+19.33 INV IN 454.67 (8-5) INV IN 465.43 (9-8) TOP 478.67 10 eUA TOP 8593998 INV IN 453.25 (6-5) INV IN 465.70 (10-8) INV IN 472.65 ('11-EX. 1) INV OUT 453.05 (5-4) INV OUT 476.23 (11-EX. 1) cb 490 INV OUT 465.23 8-5 INV OUT 470.96 10-8 490 STA 11+30.30 5 9 TOP 472.79 STA 10+00.00 \ 8 TOP 474.18 INV OUT 468.04 (9-8) O INV IN 465.43 (9-8) INV IN 465.70 (10-8) 485 INV OUT 465.23 (8-5) 485 0 0 50 T PROFILE SCALE V , 0 U OQ U) J> w M w J L.I.J ' L w m a 1� Q LL } O ui J Q O j ^2 I..f_ O O 2 O 9+50 10+00 11+00 12+00 � STR 8-STR 9 �./� HORIZ SCALE: 1 "=50' - 9+50 10+00 11+00 12+00 13+00 14+00 14+50 VERT SCALE:1"=5 JOB NO. STR 5 - STR EX. 2 47036 HORIZ SCALE: 1 "=50' SHEET NO. VERT SCALE: 1 "=5 C7.2 460 460 P OPOSED H RIZON 455 R AD GRAD 455 \ EXISTING 450 \ GRADE 450 I I \ PROPOSED \ 445 GRADE \ 445 IPROPOSE WATER I LINE ' MIN. 440 � 1 2"1 440 1-EX 91 • G PV 88.07' OF g^ 8"P C �1.75 ° (c� 0. °k 435 435 430 430 460 460 / STORM PIPE 21 455 1.5' 455 r J 71. 3 OF � 8 PV o PROPOSED / 35 VOF 250b GRADE �� 450 @ •25°/u 450 OF 36.24 � � 2 26°h \ ' 445 445 \ 20 54 OF 3.6' 2 0 /o 1.5'/ \ 3- 440 189.6 440 8" � 1 50% 1 STOR EXISTING PIPE 23 � GRADE 435 435 430 430 PROPOSED EXISTING HORIZON 485 GRADE ROAD GRADE 485 \ l 480 \ 480 / .4� 475 475 / 1 1 �•OF / 166 JG 470 470 PROPOSED GRADE / 10'$, OF / 10 O�PJ 0°�0 5 � 465 465 / 460 460 0- OF 1a � JG 49.5°l0 455 455 450 450 EXISTING 480 GRADE 480 PROPOSE \ GRADE 475 475 470 4'2 470 g-8 465 30' OF 465 � 2 00% 460 460 455 455 L f D. Cichocki 'Z U Lic. No. 53741 �o SSIONAL 'l9o.Sc, M E 0 0 u N � N 0 > E 485 485 w v E w w 3 Q LL O 3 p U. - wo `mom z � V20 a —ui O .. rn C7 LU �� a w 3O'x U) w oa 6LL i c ry z Fva� O c U) o w W M d � O W O x C7 O x p w w W 2 Q Q z O (1) DATE > j 111812021 O DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN CL cb 1� TT� Vl U OQ � J> w M w J L.I.J � w co 9+50 10+00 11+00 12+00 13+00 14+00 ALLEY 3 WAT E R PROFILE 17+00 ,s+oo ,s+oo zo+oo z,+oo 21+50 o } V RIZ SCALE: 1 "=50' } VERTSCALE: 1"=5 ' ^ z J Q OU 0 C) O O 2 5 D �O V/ 0 - 0 50 PROFILE SCALE JOB NO. 47036 SHEET NO. C7.3 / 480 480 8"X8" EE 475 475 � 1.5' MIN. / / PROP SED SANITARY PIPE 470 � 470 8"X6" TEE / TO FHA EXISTING i GRADE 465 465 8"X8' TEE 460 / .5' MIN. 460 / 8"X8" TEE 455 8"X6" TEE 455 r / PROPO ED G DE 450 450 3.5' :MIN:..L,� 8" LASS 52 DU ILE IRON WATERMAI 445 445 / 8"X6" TE � t 1.5' IN. TO FHA \ PROPOSE � / 440 SANITARY PIP 440 1.5' IN. PROPOSED STORM PIPE 8"X8" TEE 8"X6" TEE TO FHA 435 435 8" CAP 430 430 425 425 co N M h R 7 M �t N v �i �of��R77Ftl�4) I� v v v v v v v v v v v v v v v a v v L f 490 490 D. C1ChOCI{i Z U Lic. N0. 53741 �o 11 t /fs/zt `SSIONAL 'l9oSc, ^� E 0 o N N Q O > E w v E H_ w w 3 000 Q LL o 3 p LL — wO `mom � V 2 z o-mi — ui O > rn C7 Lu �� a w 30 )x U) w i c ry z Fva� O c U) w W M Lu a� o w vi O x c� F p w w w 2 Q z O DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 • ALLEY 1 AND PRIVATE ROAD WATER PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 cb 0 485 485 460 460 TT� Vl U OQ � J> w M w J 0 m a 1� Q LL } ui O z J Q O j ^2 I..L O O 9+50 10+00 11+00 12+00 12+50 ALLEY 4 WATER PROFILE HORIZ SCALE: 1"=50' 5 VERT SCALE: 1 "=5 9+50 10+00 11+00 12+00 12+50 O ALLEY 2 WATER PROFILE U) HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 0 50 - PROFILE SCALE JOB NO. 47036 SHEET NO. C7.4 485 485 EXISTING 8'X8" TEE TO 480 GRADE / I TIN 480 3.5' MI ATERMAIN IN / HORIZON DRIVE 475 � 475 / "X8" TEE / 90° BEND 3. 'MIN. 470 470 / 'MIN. i 1.5 MIN. / 8"X8" T E 465 / PROPOSED 465 T RM PIPE PROPOSED TORM PIPE GRA E / � 8"X6" EE \ TO FHA IRON WATERMAINI 460 460 ROPOSED TORM PIPE PROPOSED STORM PIP 455 1.5 MIN. 90° BEN 455 8"X8" TE 450 450 445 445 v 7 EXISTING 480 GRADE 480 PROPOSED \ G DE 475 475 470 PROPOSED 470 1.5' MI 8"X8" TEE 465 465 8"X8" TEE 8' CLASS 52 DUCTILE I ON WATERMA N 460 460 455 455 of o of co EXISTING GRADE PROPOSED 455 GRADE 455 450 / 450 8"X8" TEE_ TO EXISTING 445 WATER AIN IN 445 HORIZON DRIVE 8" CLASS 2 DUCTILE IRON WAT RMAIN 440 440 8"X8" EE 435 435 h v OP D. Cichocki \ Lic. Na. 53741 � 426 �I I I I I I l ' // /' --- - \ \\ \\ \ \ \ \ / / �\\\-� \\\\\ \\\�\ \`-S Gtiti� / SIONAL -- --43g32if \\\\\ i o 0 43 ) \ \\ \ N u \ / 437 \ / \ \ \\\ o JL M V 00 z 442 I I I I I I I I / / \.• LU rv� a w V) VI \ - - 44 , I / o /-�� /\, \ \ \ \ - - F / / \\\\ \\ \ \ \ \ \ \\ O ,/ I 1 440P 1 I I I I I I 1 / / /. /.> °°• \ \ \\ \ \ -, I I / // \`\\\\\\\\_\°\ \\\ �v�� \ \ _ ^� / / \ \ \ \\ \ \ a 7 , 1 I I I 1 I I / / > / /-/- 1 12Y.5' \ \\ \ \ \ I / / ' \ `-- ~ cm \ I gaBl ) I I , I I I - 0 \ \ _ / I / / _ ` \ \ \ \\ ° (NILU > _ / / I I I , 1 I I I I / {' ,•.sD.'. / /-/- //_ _ - �/-\ \ \\ \\ J J I 1 '. / // \ \\\\ \\\\ \ \ \ rv, a' w \ I \ \ O w ri RIZON ROAD TO CARDINAL HILL LAN \ — — — , / / M 61' VDOT R/W t3 °. s . > . P ° .. °. .. ° /. • I I I / I I I I I I 1 I / ' Tl ,' PR ED OP, \ � � \ / I �-� 1 I I I I I I I I I FS / / / ' , - - - - - - - . .,Q ... ... .° \ ... °r. .'. ''+ I / C / / / � ,• .° � \ \ 2 -Al I / ' e.�;Y.: -- _ \\ `\ \\ �\• �1 , I/(o / / •'y, \\ H » . \ ` / \ \ \ \ \ /i \ I 1 1 I 9 / l I I I / / / . / 'D v / \ \ \ \ \ °•\ • • 1 1 y, V / .. •° U O ¢ DATE \ \ +60 \\ \ \ I I 1 , ,l°, .d .1, 1 1 1 /.. / // / / /\ \ / -� \ �� \ / \ i' 1 •\Q'. \ \ 1p 001 �` _ \ \ ar \ \ r-, j 111812021 DRAWN BY ' ' . ' • " \. l I I I I � � \ � \ \ \ \ - _ � I 1 . I I C. GAYNER DESIGNED BY 1 I I ••'I°.• I I I • _ I 1>�1 :. 7 I I I I 1 II rT I I , 1 \ \ \\ \ Obb'O,' 1 I 1 I ' ', I I l\��\\ \ �\\ \\ T \\ '•\. \ \ p',' , I l� I I 1 I 1 I 1 1 I /// / / / // + \-!- ` \ \\ \ \\ \\ \\ \\ I I I I I � \ \ \ • ' �l/f I I I I I I I � 1 1 / / \ � \ \ \ \ \ \ � I I I I 0 a7n AM EIGHT OF OBJECT = 3 5' 465 465 \ SDL - 280' 460 ` � \ 460 EIGHT OF EYE = 3.5' \ � EXISTING GRADE � � 455 � SDL 4 280' 455 � HE GHT OF \ \� OBJ T=3.5' 450 \ 450 PROPOSE ` \ GRADE ` ` � 445 445 440 440 435 435 430 430 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 Sight Distance Profile Alley 4 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 14+50 15+00 15+50 16+00 16+50 I •C. GAYNER �N •r CHECKED BY I I • B. CICHOCKI I I I 1 • SCALE R I F - (71' 1 5 1"=20' ao'co �• rl 06 01 ' 1 U) 1■` U J_ OLL o' / 0 W � � LU w U 1� QLL Q LU ( � O L0 V / O 0 C) V J 0 0 2 0 U) JOB NO. o 1 47036 0 50 SHEET No. PROFILE SCALE C8.8.6 L / \ a - I \ I ' - - I J 40' / D. Cichocki lac. No. 53741 Q� co \ \ \ ALLEY I' I LU w W 0Lu N i _jU° o LU 490/ d \ / / / _ \ 3+50ORIZONROAD _ 10 +$014----'_ - ' C\_ \\ - \\ w HNOSED 61' V OTR045aP P11\4 J /±176'OHI KORY STREE 00\\ Z __ O _ _ / % / S / / , / _ W DATE \ �. � v °. t i / / / .i/ / / °: \ - DRAWN BY s \ C. GAYNER \ ' ^ ' / / /" / / / \ G) r \ � - _ _ � • DESIGNED BY LJ • C.GAYNER II I / / I I J - - \ \ / / / / / / / / // // \ I l \ ` • CHECKED BY I I B. CICHOCKI _ _ _' I // / // / / / I/ I I I � l \ \\ \\ --- $-- — • • SCALE - - SCALE 1 "=20' / N.A. 0 20' 4 // 500 500 00 01 1 Vl U) 1■` U J_ LL o O / 0 W � � LU w U 1� Q Q LL LU O L0 Q O V J C) 0 0 2 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 0 Sight Distance Profile - Road 1 HORIZ SCALE: 1 "=50' S V / VERT SCALE: 1 "=5 JOB NO. 0 47036 0 50 SHEET C8.7 PROFILE SCALE 8. 7 EIGHT OF OBJECT = 3 5' 495 495 SDR - 188' (TO INTER ECTION) EIGHT OF EYE = 3.5' 490 490 \ EXISTING \ \ GRADE \ \ 485 \ 485 PROPOSED \ SDL - 280' GRADE \ \ \ HEIGHT OF 480 \ OBJECT = 3.5' 480 1 475 \ 475 \ 470 470 465 465 L / / ° / 1 ,\ \00 \ o II o ° o of 00 0/0 \ ' ' / o,k ' ° °°°0 / / o O / / / / o 0 0 °° ° , /0 �° / o a / 11 ~ III o000°go / / 0 °0 0 .e�'L�F.c�� r ` ° ° 0 '/ 0 ° /' OVA _ a06 Fie / 0 o OOl ° ' , , — ' ' , _ — ' 0 0 °— _ / o _ _-- RRO ov /A/ --0_0-0o--'�_ —IL E 009VW3 0 %000 _gpSyypjo o0 _ I_--------- \ I � _-T----\- PROFILEI � I ♦ '� \ ----- � / / PRO e STA0+57.70 \`` \ ---- ° — — —— \� �/— �>� --------- / \ — ----——— — — — — —— �Z aan aan STA 0+53.42 ELEV 434.11 435 435 / EXISTING GRADE 430 430 PROPOSE GRADE 425 425 420 420 -0+50 0+00 0+50 1+00 1+50 VDOT SIGHT DISTANCE ESMT 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 /--------- aan aan 435 435 STA 0 F57.70 ELEV 30.00 430 430 EXISTING GRADE l PROPOSED 425 GRADE 425 420 420 -0+50 0+00 0+50 1+00 1+50 VDOT SIGHT DISTANCE ESMT 2 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 ---—� __ aan aan 435 435 STA 0+53.12 ELEV 431.13 430 430 EXISTING GRADE PROPOSED 425 GRADE 425 420 420 VDOT SIGHT DISTANCE ESMT 3 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 5 ylo.Sc, fWD. Clchocki Lic. No. 53741 1 /fs/zt z O a u CJ In w p z O U) W w p DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1 "=20' 06 0 V i v) U J LL o O / 0 W � � LU w U m 1� QLL Q W 0} ~ U) Q O U) C) 0 0 2 0 U) JOB NO. 47036 SHEET NO. C8.8 L o1 0 50 PROFILE SCALE �NI'TH 0F� vHAul T R 01/18/21 o° o o 0/ / / / v VA�AA / I IV I I I 10 jVAVA�I 1 ' E �vw3 w O 0 m 1 0�Wsr� I I I II I I u fF/1 ory o / P*)° ce z I Ow CJ c LL a'� U) \ \ \ \ \ \ \ ry > Lu >t�%=/ /'>1iui>t>_>ts>t>t>t\\>t' >t\,� \\>�.\>ts�// // /�// / / / // / /—/ / / / / // _ /,- /'= i/// — —� ,—' —// —/ �--- /— _// / \ / --�i}'I _ =�� / / —/ '- // -- --/ — I I / /I /,''//// I/\/�\I1I 1I j/11 /I\/l/lo/l/ / l/ / ✓, / �T�1 ' fi--- ---'- -/ -%/// '_T/\I_'__ .,-� 1 - T-__ -- r - -- Io o t\�-/--- �_0wo° / _ TRAIL BUFFER TOLD LYNCHBURG ROAD O - � �°�/ / •\�/Ai/v (/O /, �/Vv '�-uCcIail/ij ' / // iA' /''/ P/ A�_1LRO//KTA I� _I/ 'N1 G' — \'/�O— �J/—�- Y / /_ s J - QA/• - `�V' � A 0 �//� -,-6--'2/ I� /2D1\ R\A�/4I6-/° /`J,\V,- 6\--E\ \- \\ -- \/ A- vF \'e j -/❑\ .B2\/EEo E"y CN/jr\\I \ _ -_IL�� v \ 0°' \\ _�_�—A �'- 2\ 2Arm< I ' -l. � v,v_ A` _/ / —\ A v—/ ' —Vvd / rvvA\, / v A'1, -// ' . • -�I�- \Ar \ /oo \-cI�\�/ 7 � - I� \I ° /,_�v_, /- �'��Ny�� A/'l� ` 7/-\ / / v , - - 1 .- - /o \- \--- V \--v /A -�-- /AI _v —/--/v_ s /-/ / --_ - —//— -vI --,\ --/ - r �t tlt t fit ft t >fTt� ttlt �t �--�t---- --- L-------- a %t%tit iA07 "K �ts�-t7 p1 \ Lu / BUFF \----------<----- � Q O%VO1W D - M!29 AZTE 1118120 2'J ZQ1 > DRAWN BY 1,059 SF OF A EFFECTIAMENITY SPACElTDIA-EMM. RACHNER EAS m -O/Vc /1 1,779 FLOODPL $ DESIGNED BY qb PARKINGRECREATONAL ° /o PAMENITY / ' / ALLEY M. RACHNER SPACE 1600 $F CHECKED BY F. HANCOCK °o4 o � O SCALE �oe ofi =50/o ?0 OPEN 6 TH-20EXISTING STREET TREES o°/ PARKINGSPACE ° ALLEY PARKING L4,434 ° SF C�o 16 v °V/ o ao 4_7 1 47 U7TH-a Q Lu a / OmXISTINSTREET TREES- /_ - - - - Q t mlt(mll >_- J�t�t y�i7t:J Lu 0 -J I1II\I\ 1 I II \�IUI C I , �I\I y �i jI I�hI L_\\\ \ IA \�ma'cv\\` I \\/\ I/ �� / \\ % —\_ �\\ —��,�r—/�\ �y �V_P -J /❑/\ � I �\/ C\ I,� /�// `\// \/ \\/\ \ \\ \ \\% \A /\v \ /\\\ \\ / vv \ G.�UC\\\ /TG`\\ � T ' \ \ Av I\ \ PB_\ V" _— /❑`_�/ Oi=/'\—\o-U�-GL�\\Pv P �—\ � — � — _I OOL.V O Iv -------- w P W>P `�'siDE/UGL O ' _k OAK - -_� 7\v SAN— SACAMORE 3'SJDE ti UGJI J MAPLE UAr UGUGP- UGe / +\ues Lu 3•siDF- 1= _ nl II I \ '' '/� i //�i /' I II I/I /' \//\/,// / '� \II\ `�\ \\ --- - - --- ---- - \\\ ,r / / '� \�\, �p�� %"�� </� JOB NO. c _ 47036 —_I SCALE I"=50' SHEET NO. V 0 50, 100, L1.0 L / _ / / 1 / / I / / / / / r 111 / l EXISTING TREE KEY TRAIL BUFFER ° �oo OHP ' — OHP // // / r O' �� / / �� / / / ■ O G \ �' / / / Q / o /Lu > Lu LL ' i a — ui O / ° / ° o 0¢ rn O VO) �10 ,Lu \D, � z U �O o FE44A EFFECTIVE 6 ONEA ; / ° o arvLu ° �FLOODPLAIN p I W J / o0 0 00 ° ' ° / / / ILE WIN, /'/ , �� AV A\ VA VAA V En 40' °p / o 8TH-20' ■ 00 / °� 1,059SFOF p o / o 0 00 AMENITY SPACE ° j / / / / / / A �� A� v / ■ Q °o° / �0' / r �1 // / V/ / /' / / A� �� w w� ■ O 0 0 / ' o�•d / ' / / / / / / / / / / f / A� �� v / ' ■ W DATE v / of / , o/ °' / DUALFRONT ' ■ 111812021 o oH>- °000ODRAWN BY o TOWN HOMES (8 o SAN Ar� o °b\ ° UNI ) M. RACHNER / ' o ° / ° o0 0 �, / __ "\ \ \� �\ \ / — _ • DESIGNED BY V o / /° / / ' / / - _ / / V / p 0 00 /r /o° M.RACHNER o/ O PARKNGv VLOT1 o l bb/ / / / I ° I I / II �� - - - �❑ „o �� V . A�v v �`�� A�� \ ■� FCHHEACNKECDOBCYK P 438 0/0SCALE/° Qi I � o / o / _ V / op / .p0� / poi/ ' / �O/ //r / / / / / , / / / \ / ° , o' / o, O o/-22' °/ro7TH O o 1� / o / o / DUAL FRONT / / ' PARKING LOT 1 v v dja I / o °/o° TOWN HOMES ( OMES(8 o / 0 0° UNITS) o o / r r °/o o o p 00 I I I I I / ■, 0 / / 0/ , / r / , / , / / , / // r o \ �'I I / I I I I I I I l ■ v 40p p / ° / O / ro / / _ o// 00 / / o / / / // / / / / ,- o — — 5TH-22` / / ° / / / / / / / / / _ �� \ / I _ I 9 8� ° / / r / / ■ Q % I I / 0 0 / dv / / / / / / ' / / ' ' r / / PARKING LOT 1 / :> / A 1 1 1 ■ d / Q oo / I / ' ' r / /446 - ------ - Tom,\ o ' ° /\ \ ■ 0 / �o a� / / I / / / / / / � / c� 4S6 a.b / V iv 0 w / ° / / / h° b / / v / a / ^^ oo LLJ � / / J oo � IRKING LOT 1 & LL Z o Z z. Lu o o d / // I I I I I / N I / / I /� / /ICEL MAG A vWI o Wo / If I Q. 0 0 0� ■ / opq V l ° I / ' V A \ \ If 5TH-22' �� d // // \ I 10� / ,/ A v ■ o / \ \ \ \ \ \ \ \ \ \ I I /�.. �\ i / / \ \ / q \ I \ \ \ \ \ I I I /po / 09 `/ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \I \I \ 1 I II/O / I �ti / — — \ I i ■ b / / / o l ° P )I C1� EXISTING STREET TREES - 451 JOB NO. 47036 SCALE V=20' SHEET NO. 0 20' 40' L1.1 PLANT KEY TREES BOTANICAL NAME CEL MAG CELTIS OCCIDENTALIS 'MAGNIFICA' PLA OCC PLATANUS OCCIDENTALIS EVERGREEN TREES BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME CER CAN CERCIS CANADENSIS CDR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM L 1 1------ T_1/__ \ \ \ \ OLD LYNCH BU RG ROAD i i v ` v TRAIL BUFFER m m c W. III Wo. 14 y, 01/18/21 oHrl— SCALE 1"=20' -'tiNN'' s _ (4) ILE WIN (10) ILE GLA - M E _ - - (4) CER CAN , - - (5) PLA OCC ILE (59) H1 WIN CAL. ^ 0 / - (4) ILE IN _ _ () E 4 Lu LL ` 448 / / / /45l ��g 59 / °, / -o' o °o o ' / 469 �, - / ■ a W -i - O � — 44� _ / ' 4 / 46� 1 / / / a0000 / ° 000 a°ooeoo - / n00000 / 410 _ / ■J W Nd a 412 PARKING LOT 3 z �Lu AL >o Z / 5p \ / ��j / / / I / / /N / M' / fib' / to / / c0 ' co /cp / / T T� / ^ / , ' I (4) CER CAN / / / / / ■ v - - �6,779 SF OF Y / / / / N / w /NRECREATIONAL / o / a / v of v v / er A L L E Y 1 / d / d / / p1 (1) CEL AMENITY SPACE — / b / ' / / , / / /' / / / m I / / / / / (10) PLA OCC / / ■ PLAY ■ H ■ ■ GROUND _ - - - - / / - / ■ 1600SF _ _ - -\ \ \ a// D / h /// // 461// 1 / ■ 46/ ■ — — — _ _ — \ \ / / 9 0 ■ / / / w / Q ■ — _ — _ _ _ --- _�� l� I I I I / / / // / // / / / / / // // // / ■ w H 0 z ■ — — — / l I l l I I l l /l I l l l / / / / / ' / / / ' ■ O - - - (f) DATE / / / y / / // / ■ 111812021 — PARKING LOT 2 - - - - \ � I I I I I I I / / / ■ � // I / / / / / / / / ■ } DRAWN BY 3AN s - _ - - - 8 TH - 20' / 6 TH - 20' / / / D m j 6 TH - 20' / ■ M. RACHNER v ° / OPEN / I I I / / N / ■ 5 TH - 22' SPACE / I O '� O / / / ■ • DESIGNED BY _ - - (1) CEL MAG qN - d - _ 4,434 SF / I / ' / ■ // / // ■ M.RACHNER �or Q o A I I I / / // / 4 iA �� // ■ CHECKED BY A ■ --- --_ I \ I \ I / / I I / / / O / ■ D \ ■ _ O O ■ • F. HANCOCK PARKING LOT 2 �` — — — — I V I I ` V A / /\ I I I ■ SCALE \ _ v / v v / ■ `■`� �� v I ----------�� ---- - v �� I A A V v v v \ v v v � I I I y l I I I 46 �6 ■ t<P S — — — — 463 v V A v vv v V `v �� ■ ■ h5 - - 1 \ \ ■ R \ `■\ �� _ — --/ 1 \� \ `\ \\ —— A6 �q�V __p`oa / � \AG6, \ 4s) qb. 469\ \ \ \ ` \ \ \ \ \ � \ I —_ ■ _ V / `� .. i - - SA � SAN I v v ! ■ // - '------------- \ \ \`� �0_ �`O I � I n. \ SAN \ ` ` — ` \ � ■ ■ --------_/' -lq! -r yALLEY 3 co rn AN \ _ - 6� ■ ---_----_ - \ - a v ^\ h bhN - --- SAN - -- -- ■ O / v - — _ --- -7TH-22' �/ W Vv A v v A atev �v� �� ■ M� 462 - - - - ■ I Z ■ \ \ // a <, — _ _ /463 — 61 ■ Q ° _ _ \ / ■ —I \�—v \ 464 --- - pab � O ---- ■ z ; a w 465 D ■ D Lu 6TH-22' /' 63 x:x ^ U 471 7TH-22' �ry m �m w `� 0 m � 4?3 �� -_N L WLL OCb ■ W, \ \\ \ v / I\ •V \ O / v A .p\�. ate\ \/ \ / d \ 4 a Q% y, �� \ _—__— --_ _---- _—� � � a. — ° — i9 Q ■ ■ ■ ■ ■ ■ ■ ■ V <v PLANT KEY TREES BOTANICAL NAME CEL MAG CELTIS OCCIDENTALIS 'MAGNIFICA' PLA OCC PLATANUS OCCIDENTALIS EVERGREEN TREES BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME CER CAN CERCIS CANADENSIS COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM / � I W HORIZON DRIVE" — — — —— '— — — W O ° i a — / \ \ \ I EXISTING STREET TREES EXISTING TREE KEY / / _ �_- / � Boa No. / / / / -- _ ■ 47036 TRAIL BUFFER I I ° Z; / - - / / / ■ SHEET NO. �NLTH pF t? W.1pII1 ry 14 01/18/21 �scAPE ^� E 0 o N � N = > E w ai E Q LL o 3 p LL wO `mm Lu a-iVcZ _ - \/ OHP T o •��O II _ _ / /' /' \ C7 — N N a — / ■ / _(2)CORFLO / \ fig— — — — ,' /' / /' --' --' /Lu 3O�x Vvi ■ / - ' (6) JUN EAS / / OyP / �� / �< - - _ / / / EXISTING TREE KEY Q W \ I LL Q ■ ' (2)CELMAG �v (2) CER CAN / \ / ' / / / / v > zz ■ / O OHT\ _-- \ __------- �' TRAIL BUFFER x ar ■ ,' ' - / i ' // / c �' H 00Lu ■ / In �/' /' //�� g87 ��2 /�CF� CID > w Q ■ ' W l / �? _ — — _ i ' / \ / — OHP — / / / 0 DATE ■ / // / 1 l d/ vv v _ O 111812021 ■ / / / / / /°: / I ' / ' ' ' / / /' / — — /\ / \ r \ \ \ O DRAWN BY 0 M. RACHNER ' ' / / ) I / /' / i / • DESIGNED BY II ■ / / J / / / i / l' / /{ \ / / / i / / / / i ' / ' — / / / \ \ ONT • M. RACHNER 1y \ ■ / ' / II e/ / ' / ' / ' ' ' / / / \ CHECKED BY i ■ � / / / ' ° � V I ° a/ / / / / - ' _ / I vv v ` � F. HANCOCK ■ / / / / v / / / / ' / / \ SCALE � I / ■ vv vv b l � OI a l I / , v i/ � i r—I \ CL44/ Qj co ■ \ \ 47 If /� 7 ■ \ \ \ \I I ° V A D V V _ - - - _ _ L -■ \ vv yc \ v vv -- - - -- - - -- 7� Q ■ \ \ EXISTING STREET TREES, / Q / ui > ------ \ J Lu 480 ' / I / / \ U rzz N81 / \ \ --------------- rr 482 / \ \ \ - ----- O m iv w 483 44 / // ---- J L Q W p 487 % \ > J _ 488 _ — — — — 489 / / \ — — — — — — — — — — — — — — — - — W O ~ 490i 491 u /■ / N E 8A/ v - - -- / W N O - -' / _ ' j W■ H R IZ O N DRIVE\ �\ ` �_ �/ \ --_\ _ - -- - - -- - - -- -/- AN \ - -- - -- _ - -- - -- - i i _ i \------ - - - -__ — _ — - - - - --- - - - - -- — ✓ '; Xv J- - - - - - - - - - - - - - - - - - - - - - - - - 01 / \ Y _ - - _ \ \ - - T �— ------ JOB NO. SCALE 1"=20' 47036 SHEET NO. ` / ---RE ■ 1 \ \�—— ------- --- --'"" __—__ ,------ 0 20' 40' L1.3 r---------------- --------�- ■ O L D L Y N C H B U R G ROAD A D ■ -- =--__--- — „ \ -- ----- ----------- --------------- -7'TRAILBLIF- - - -\ - - - - - - - - - - -ER_ oZ \ \ \ \ \ \------- 000 ■' / \!_ / / — — _ ---' / r / I \---------------- / / — — _ � �i ' ONTO_ � � • e 00 A _ — / / / / \ � — — � ` � _ / / PLANT KEY TREES BOTANICAL NAME CEL MAG CELTIS OCCIDENTALIS-MAGNIFICA' PLA OCC PLATANUS OCCIDENTALIS EVERGREEN TREES BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME CER CAN CERCIS CANADENSIS COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA GROUND COVERS BOTANICAL NAME HYP CAL I HYPERICUM CALYCINUM L