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Home My WebLink AboutSDP202000048 Plan - Other (not approved) 2020-09-10SOUTHWOOD SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: 090A1-00-00-001EO PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4773 PG. 328 09000-00-00-001AO PARCEL AREA: 8.83 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 3375 PG. 063 09OA1-00-00-001DO PARCEL AREA: 86.80 ACRES ZONING: R2 RESIDENTIAL DB 3375 PG. 063 07600-00-00-051A0 PARCEL AREA: 1.23 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4706 PG. 198 SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 TOTAL AREA (ALL PARCELS): 119.78 ACRES LIMITS OF DISTURBANCE: 15.68 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL.HU BER@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS PHASING: PROJECT SHALL BE BUILT IN ONE PHASE. DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 90A1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER 51003CO407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.24 AC PROPOSED IMPERVIOUS AREA = 6.48 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE DETENTION SYSTEM AGRICULTURAL/FOREST DISTRICT: NONE PUBLIC R/W: 4.35 AC. OPEN SPACE: 0.85 AC. RESIDUE: 109.8 AC. PROPOSED LOTS: 4.78 AC. TOTAL AREA: 119.78 AC ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. REDEVELOPMENT -VILLAGE 1 SDP202000048 FINAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. ALL BUILDING UNITS SHOWN ON ARE AFFORDABLE UNITS. 3. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 4. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. Table 3: Phase 1 Site Trip Generation ITE AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL LN OUT TOTAL Phase 1 Residentialt't Apartments/Townhomes 22011 270 D.U. 2.000 28 95 123 90 53 143 Single Family 210 30 D.U. 343 7 19 26 20 12 32 Residanhaf Subtotal 300 D.U. 2,343 35 114 149 110 65 175 Commercial Retell 820 25,000 S.F. 944 15 9 24 46 49 95 Office 710 25,000 S.F. 277 43 7 50 5 26 31 Commercial Subtotal 50,000 S.F. 1,221 58 16 74 5/ 75 126 Phase 1 Total' 1564 93 130 223 161 140 301 Phase 2 Residenhal"i Apartments/Townhomes 22012) 143 D.U. 1.040 15 52 67 51 30 81 Single Family 210 16 D.U. 193 4 12 16 11 6 17 Rosidential Subtotal 159 D.U. 1,233 19 64 83 62 36 96 Phase 2 Total 1,233 19 64 83 62 36 98 Southwood Total (Phase 1 + Phase 2) 4,797 112 194 306 1 223 176 399 VILLAGE 1 SITE PLAN TRIP GENERATION WEEKDAY LAND USE IT AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ TOWNHOMES 220 20 D.U. 149 3 8 11 7 4 11 SINGLE 210 29 D.U. 332 7 19 26 20 12 32 FAMILY VILLAGE 1 TOTAL 49 D.U. 481 10 27 37 27 16 43 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY UL•\Iq 6/4/2020 r sp L A Oak HAI C, J� 'S C' ti 1 L - B;7te:lwt �n Q�� o Hickory St a o. '1n ct 'c )ackao C SITE 'f LOCATION r $kP" ch1•I VICINITY MAP 1If =1000t DEVELOPER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHAROTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.00 COVER C0.01 CODE OF DEVELOPMENT PROFFERS & TABLES C1.00 NOTES & DETAILS C1.01 NOTES & DETAILS C1.02 NOTES & DETAILS C2.00 EXISTING CONDITIONS & DEMOLITION PLAN C3.00 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.01 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.02 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.03 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.04 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.05 EROSION & SEDIMENT CONTROL PLAN PHASE IIA C3.06 EROSION & SEDIMENT CONTROL PLAN PHASE IIA C3.07 EROSION & SEDIMENT CONTROL PLAN PHASE IIB C3.08 EROSION & SEDIMENT CONTROL PLAN PHASE IIB C4.00 BLOCKS & OVERALL PLAN C4.01 LAYOUT & UTILITIES PLAN C4.02 LAYOUT & UTILITIES PLAN C4.03 LAYOUT & UTILITIES PLAN C4.04 LAYOUT & UTILITIES PLAN C4.05 HOUSING & DENSITY PLAN C4.06 OPEN SPACE PLAN C4.07 GRADING & DRAINAGE PLAN C4.08 GRADING & DRAINAGE PLAN C4.09 GRADING & DRAINAGE PLAN C4.10 GRADING & DRAINAGE PLAN C4.11 DETAILED GRADING PLAN C4.12 DETAILED GRADING PLAN C4.13 DETAILED GRADING PLAN C5.00 ROAD PLAN C5.01 ROAD PLAN C5.02 ROAD PLAN C5.03 SIGHT DISTANCE PROFILES C5.04 SIGHT DISTANCE PROFILES C5.05 SIGHT DISTANCE PROFILES C5.06 SIGHT DISTANCE PROFILES C5.07 SIGHT DISTANCE PROFILES C6.00 STORMWATER MANAGEMENT PLAN C6.01 STORMWATER QUALITY MAP C6.02 STORMWATER QUALITY SUMMARY C6.03 STORMWATER SUMMARY PLAN C6.04 STORMWATER SUMMARY PLAN C6.05 PIPE & INLET CALCULATIONS C6.06 PIPE & INLET CALCULATIONS C6.07 CULVERT CALCULATIONS C6.08 STREAM BUFFER MITIGATION PLAN C7.00 STORM PROFILES C7.01 STORM PROFILES C7.02 STORM PROFILES C7.03 STORM PROFILES C7.04 STORM PROFILES C7.05 UTILITY PROFILES C7.06 UTILITY PROFILES C7.07 UTILITY PROFILES C8.00 ROAD PROFILES C8.01 ROAD PROFILES C8.02 ROAD PROFILES C8.03 ROAD PROFILES C8.04 ROAD PROFILES C9.00 WATER HYDRAULIC ANALYSIS LAYOUT C9.01 WATER HYDRAULIC ANALYSIS RESULTS C9.02 SEWER HYDRAULIC ANALYSIS L1.01 OVERALL SITE LANDSCAPE PLAN L1.02 PLANTING PLAN L1.03 PLANTING PLAN L1.04 STORMWATER BMP PLANTING PLANS E1.00 PHOTOMETRIC PLAN E2.00 LIGHTING CUT SHEETS E2.01 LIGHTING CUT SHEETS NUMBER OF SHEETS= 69 f e61 NUT H pF 00 C� O CLINT W. S /7S F LET a: Lie. N s4320 4; •9/10/2020 � sO�.s�Ol1AL M E O 0 rn u N vi N 0 > > E LU Q U- o 0 W � Q j U m W J -uri ofN � O N a x ofW60- 04 D'j. U) 2 v N =u>uci a . C � o a' N v M as W J vi 0 0 (D 0 0 rr x 0 w w_ U U Q z 0 U CL O oc t7 z O H a U U to w o U) z O W U > O wcrf U O U a O w w DATE 6/4/2020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. k-1 (W V J J I -I I 1 W a ^ w LL LU 0� a � Lu J cc LLl m \ W < 0 > o U W 0 W " 0 0 0 `2 1 D 0 V / 30B NO. 40919 SHEET NO. C0.0 Source: ITE Trip Generation, 10th Edition. 1. Rsidemial trip generation assumes 10% of the units will be single tamily dwelling units. All others will be apartmemstlownhomes. 2. ITE includes lownhomes antl apartments in the same category with the 1001 edition. 3. The overall development (Phase 1 + Phase 2) is capped at 5.000 daily trips. To ensure maximum flexibility, Phase 1 Imps were assumed to be split evenly between residential and commercial uses. 4. Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a nett increase of 159 =its- L VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT DI FLEXIBLE USE STRUCTURES LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING AREA (SF) SETBACK SETBACK SETBACK FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. HOUSING MIXTURE PLAN TABLE PARKING REQUIRED AND PROVIDED TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK TOTAL PARKING TOTAL PARKING PARKING SPACE NEIGHBORHOOD CENTER SPECIAL AREA LOTS HOUSING TYPE SPACES SPACES LOCATION REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM REQUIRED PROVIDED HICKORY STREET RIGHT-OF-WAY) 3, 12, SINGLE FAMILY DETACHED 34 6 6 (4) ON -SITE, (2) ON CARDINAL LANE BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX. 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' 5, 8-11, DUPLEXES 16 + 2 GUEST 18 E, NEW HORIZON-SION (1) ON NEW HORIZON DRIVE, FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKOI 37, 38 = 18 (1) ON WARDELL CREST MIN. 5' S' 5' 5' 10' M°X 25' 25' 25' 18'A 28'A 13 MULTIFAMILY 40 40 (2 ADA VAN ) , 1 39 ( ) PARKING LOT) ( STEPBACe (2) 6-UNIT AND (2) 4-UNIT ON CARDINAL LANE MIN. N/A N/A 15'E 15'E 15'E 14-23 TOWNHOMES 20 + 2 GUEST 22 20 GARAGE, 2 ON ( ) AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' = 22 CARDINAL LANE A SIDE SETBACK 25-32 TOWNHOMES 16+2 GUEST 18 (16) ON -SITE, (2) ON MIN. NO MIN. = 18 WARDELL CREST NO MAX. NO MAX. NO MAX. NO MAX. MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKS MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS, ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10' 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (3') FROM THE PRIMARY STREET FACING BUILDING FACADE. D A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). c FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. BLOCK HOUSING TYPES Tenure type AMI Range Affordability Provisions Period Approximate Number (range) Number Provided SUB201900174 1-2 N/A — Open Space Market Single Family Attached Ownership/rental Unrestricted NA 0-20 0 Market Single Family Detached Ownership/rental Unrestricted NA 0-40 0 3-4 Habitat Single Family Attached Ownership 25%-80% AMI 40 yrs 0-15 4 Habitat Single Family Detached Ownership 25%-80% AMI 40 yrs 0-10 1 Accessory Units Rental 0%-80%AMI 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%AMI variable 0-5 5 Habitat Condominium Ownership 20%-80% AMI 40 yrs 0-20 15 8 Habitat Townhome Ownership 25%-80% AMI 40 yrs 0-30 18 5 Habitat Single Family Attached Ownership 25%-80% AMI 40 yrs 0-15 4 Habitat Single Family Detached Ownership 40%-80% AMI 40 yrs 0-10 2 Workforce Ownership/Rental 60%-120% AMI NA 0-10 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 yrs 0-5 0 Market Apartments Rental Unrestricted NA 200-225 0 Market Townhomes Rental Unrestricted NA 0-30 0 9-12 Habitat Townhomes Ownership 25%-80% AMI 40 yrs 0-30 0 Deeply Discounted Units I Rental 0%-30%AMI 1 variable 0-5 0 LIHTC Apartments I Rental 40%-60% AMI 130 yrs 80 0 Original Proffers X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00-001E0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.96 acres; TMP 90-IA (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMll and TMP 90A1-1E (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property) which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project'). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Run 27 A 2005-00017 included on Tax May Parcel 090A1-00-00-OOIE0. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 090A1- 00-00-001EO are hereby removed and superseded by these proffers. Tax Map parcel 090A 1 -00-00-00 1 EO (along with parcels 09000-00-00-001AO and 07600-00-005 1 AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. GreenwaY Connections to Potential Adjacent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("tire Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (I OO h) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase I streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300`s Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVII.LE, LLC, a Virginia it r ility compan By: Dan R so ensweig, Manager 40UT CLINT W. 7: /7S FFLET ',t Lie. N 4138O AC* 9/10/2020 G 76, N 0 V, Z O W U W � U 2 O a W ti W rr DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLEff CHECKED BY C. SHIFFLEff SCALE N.A. 1--� (W V Q J w P-" J / co 06 I � W Lu LL1 L.L > LL w pQ Z LU J m z U--� a W O w z O O —1 Lu 0 0 LL O O O 0 O 2 ,O V / JOB NO. 40919 SHEET NO. C0.01 0 d 0 �a 0 �o o o a �' 1� �o s� E E � a y a0 0 rr x � 3 m Z N 0 � a �g 6-2 0 g'§ e '§ o_ mm 2 Y J y x= mo �_ 12 Ma 498 E� 0 o m a � 10 a 0 W 0 � o C p N nE c E F_ L LEGEND GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY . 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). JUNE 27, 2019 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE THE LINE. OF ROAD. (N/A) 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE SLOPE OF 0.004 ft./ft. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE 13. THE SEINER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. CONTRACTOR. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL THE END OF THE DAY APPROVAL IS GIVEN BY THE ACSA. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. An portions outside the right-of-way or easement must be � Y YP corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between g P rP measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. Albemarle County Public Road Acceptance Procedure The processing, inspection and acceptance of public roads is administered solely by VDOT. The County is not involved in this process until the road is ready for acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it tames much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/I OOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) COUNTY OF ALBEMARLE 1 Department of Community Development hb Construction Record Drawings (As -built) for VSNW The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for an pipes which are not accessible or viewable. P YPP 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities. g P g g 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect therequirements of P ( ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). •�tpF �!NLTH 0o',y CLINT W. .9 S FLET -oLic.seaee 4ra, L 6. 9110 2020 4t�� CL O oc t7 L DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. T_I LU ( V J J 1-I I LU > J_ a w Q _J I- 0 a W L Q Jw m LLJ Q 06 > O U] W W z 0 O O z W 0 O O 2 ,O V / JOB NO. 40919 SHEET NO. C1.00 L CD-1 i EW-12 TOP OF CUT PAY LIMITS FOR ITYPD&) CUi OUTLET PIPE TO -PAVEMENT BEGIN WITH 45- SUBBASE DITCH LINE ELBOW FLL RARESHOULDER ENE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT / CENTER LINE SECTION TRAVEL LAN Es (WITH TYPE 1 SELECT MATERIAL) - s!- - _ 1, - x 1 / TRENCH PLACEMENT EDGE OF PAVEMENT 1. PAY LIMPS FOR \` OUTLET PIPE SHOULDER LINE \ BEGIN WITH 45- �- PAVEMENT SURFACE & BASE DITCH LINEELBOW P OF TOE OF FlLL SUBBASE JR'/ Ao�h, w-1x o-o - o- E SELECT "TERI& TYPEIORB ) G�� ((TYPICAL )Cl AGGREGATE, #8 AGGREGATE OR CRUSHED ---- GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR E- PAVEMENT SURFACE & BASE 0 0 000000 0000 0 �-SUBBASE OR CEMENT STABILIZED SUBBASE o-o o o o o-o- E-SELECT MATEPo& TYPE AM SUBGRADE 00 o o o. o- o o (CEMENT OR LIME STABILIZED) GEOTEI(TLE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED FDRAINAGE� • - GLASS MEETING #8 GRMADON REQUIREMENTS. GENERAL NOTES BRIC I. UNLESS SPECIFICALLY INDICATED, COMBINATION LINDERMAN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SWILL BE FILLED WITH AGGREGATE Al) THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SH&L BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SWILL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) MME. TYPE OF PPE CRUSHING STRENGTH if W,T. 4" MOM. DIAMETER A(W.T. B" NON. DIAMETER SMOOTH WALL PVC .103 1 10.1531 SMOOTH WALL PE 1 1 70 PSI X)O( 1 1 70 PSI ftMft 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVDE OUTLETS FOR UNDERDRNNS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. S. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY, 8. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVA71M OF RECEIVING DRAINAGE DITCH OR STRUCTURE. * WALL THIM ESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LNITS FOR OUTLET PPE ME TO BE OF THE SINE CRUSHING STRENGTH AS THE OUTLET PIPE. XXX TESTED ACORDNG TO ASTM D-2412 AT 5%DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. �VDOT' SPECIFICATION ROM AND BRIDLE STADMDs STANDARD COMBINATION UNDERDRAIN REFERENCE SIEEf 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 DBA4 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 FOR SWB Top OF OUT E ..�OEOF F FILL COMBINATION LINDERMAN UIT SLL ERLERA LINE I EDGE M PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS 1 90' TRAVEL LANES CENTER LINE SECTION --- - - - -rE -- - (WITH TYPE 1SELECT MATERIAL) i--F--' I' EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LINE IC I TOE OF FILL -PAVEMENT SURFACE & BASE / 0 0 0 0 0 0 0 o SUBBASE UMITS OF PAY FOR OUTLET PIPE e000-a00000 SELECT MATERIAL TYPEIORX PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN #57 AGGREGATE, I)8 AGGREGATE OR CRUSHED •YH)• GEOTEXTI GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE .� FABRIC NON -PERFORATED OUTLET PIPE OR -PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH * W.T. " NOW DIAMETER XW,T, 6" NOW DIAMETER SMOOTH WALL PVc .103 1 0.153 SMOOTH WALL PE 1 70 PSI *M* 1 1 70 PSI M*M 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE �- SELECT MATERIAL TYPE A OR SUBGRME * WALL THICKNESS (MINI -INCHES (CEMENT OR LIME STABILIZED) XXXTESTED ACCORDING TO ASTM D-2412 AT 52 DEFLECTION. #5] MCREGATE, #8 AGGREGATE OR CRUSHED GEOTE)M GLASS MEETING #8 GRADARON REQUIREMENTS. DRAINAGE GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAD TAPED TO NSME COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SH&L BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PMALEL TO THE SHOULDER SLOPE 2 X MIN, (3X DESIRABLE) GRADE. BRIDGE CURB CD 2 SUBBASE 3. ON CAND GUTTER Si WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAM INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" �1(6NDE)YPE I SIZE N228 (MDEPTH) 4. ON SUPERELEVATED SECTIONS, TRENCH B TO BE TINDER ENTIRE PAVEMENT AREA WITH OUTLET PPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF T-0" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN �VDOT REFERENCE ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 50, 701 VIRGINIA DEPARTMENT OF TRANSPORTATION DS,pS CG-5 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE. 4000 PS F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF WO FEET OR LESS (ALONG FACE OF CUB) SH&L BE PAD FOR AS RADI& COMBINATION CUB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PM&LEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AN) R DESIGN E ROMDEDE-SIGN N"PNU& WN I IN THE "DIX SECTION ON GS URBAN STANDARDS. • D ' m s s� e� ♦� s ♦ d s u d O , A BE CONCRETE OF THE CONTRACTOR REFERS"DE' COMBINATION 6" CURB AND GUTTER DBwH ROM AD BRIDGE STANDARDS 105 REVISION DATE SHEET 1201.0OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATDN 3 ^' LENGTH 5' FROM EP ANL,nvK m I n -/8 REBARIMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONC. WHEEL STO No Scale B ROAD CROSS SECTION HICKORY STREET (25 MPH DESIGN SPEED) n COMPACTED SUBGRADE SIDEWALK (PLANTING STRIP) NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. HICKORY STREET CROSS SECTION No Scale A R1-1 STOP 'Reduce spacing 40% A B C 0 E F 18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12.5 36 .875 12 12 C 6 15 48 1.25 16 16 C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.0) Ii jrr�_ G20-2 (V) 500'+ SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 8) SEE - NOTE 7 SEE - NOTE 5 SEE NOTES - 2&3 SEE - NOTE 2 R4-V7L KEEP LEFT SEE - NOTE 2 RIGNT LANE CLOSED xuD SEE - NOTE 2 ROAD WORK AHEAD MOT PLAN No Scale 80' - 120' Om III �%� ILLUMINATED FLASHING 0 (AMBER CAUTION MODE) TYPE B OR C O O 0 0 ILLUMINATED FLASHING 0 AMBER ARROW 0 H TYPE C SEE NOTES 3 & 6 O 0 0 SHOULDER TAPER ll SEE NOTE 5 i I' W4-2R i lME ENDS W9-2L MEflGE LEFT CLOSED flIGHT i UNE W9-3R xEAD 1 ROAD �� WORK W20-1 AHEAD STEEL EDGING 8' ..`_ -1.5"SM-9.5A 5' (PARKING) 11' (BIKE LANE) CG-6 (TRAVEL LANE) { � 2%-2.6 I� `2" IM-19.OA 3" BM-25.OA 6' (PLANTING STRIP) RIGHT OF WAY AGGREGATE SHALL EXTEND l' BEYOND THE BACK OF CURB (TYP.) - - .III II ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PATH SECTION No Scale NON -SLIP BROOM FINISH 5' SIDEWALK 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C L 2" COMPACTED STONE DUST PATH 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS x NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 0 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale Z CI I UMINUUA L.UINL KL I t SUKN-ALa LaUKAt - JM-U.OA (PLACED IN ONE LIFTS) 0 0 0 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE F4?.ii......i:' DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale o 8" 57 STONE COMPACTED SUBGRADE DENOTES GRAVEL ROAD ON PLANS GRAVEL ROAD SECTION No Scale ROAD CROSS SECTION WARDELL CREST =S`r CLINT W. (25 MPH DESIGN SPEED) : ° % S FFLET iw 4 ' : -OC' Lie. N .54480 4; .1; r 911012020 "OsOOONALmilk L5" SM-9.5A C%L CG-6 1 CG-6 NNN� 28' 25 (PAVEMENT WIDTH) 2 5, {� I f2% 1 2%-y ., a.. ,... o E 0 2.f 1 COMPACTED 1 Q 0 > E SUBGRADE 2" IM-19.OA Emuv E 5' 6' 3" BM-25.OA 6' S' u w 3 SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK 3 ¢ U" oU. 5T RIGHT OF WAY W 0 m^H a LU u 00 z a _j - In #H O1 d N v O NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND .1 z P ; v CL 0� U VDOT SSAR DESIGN STANDARDS. l' BEYOND THE BACK OF CURB (TYP.) 3 O x PARKING ALLOWED ON ONE SIDE OF THE ROAD. o R w U (n U � U) 0 W WARDELL CREST CROSS SECTION 2 Q m ~ Uri U) � M V w � cc G O No Scale CD W hT Z ROAD CROSS SECTION Uri NEW HORIZON DRIVE (STATION 10+00 - 20+12) a (25 MPH DESIGN SPEED) o °w U-) LU 0 W IY 6L p ULJ > O o CG 6 I 1.5" SM-9.5A CG-6 = w o 36' U ¢ p 2 5' (PAVEMENT WIDTH) �{ 2 5' � z f 2% 2%� O DATE l;pb-1•:P 'i'Y.';k k.. .. > 1 1' 0 6/4/2020 COMPACTED SUBGRADE 2"IM-19.0A } DRAWN BY 5' 6' 3" BM-25.OA 6' 5' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK C. GAYNER 61' RIGHT OF WAY • DESIGNED BY C. SHIFFLETT NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND • CHECKED BY VDOT SSAR DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON BOTH SIDES OF THE ROAD. : C. SHIFFLETT • SCALE NEW HORIZON DRIVE CROSS SECTION STATION 10+00 - 20+12 No Scale ROAD CROSS SECTION r NEW HORIZON DRIVE (STATION 20+12 - 28+10) (25 MPH DESIGN SPEED) (w� i C%L J CG-6 1.5" SM-9.5A 1 CG-6 28' I�l 2.5' (PAVEMENT WIDTH) �I 2 5, -2% 1 2%- . 1 COMPACTED SUBGRADE 2" IM-19.OA g' 3" BM-25.OA g' 5' 7 Z 51 SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK � LU 53' RIGHT OF WAY � J ^ w NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. l' BEYOND THE BACK OF CURB (TYP.) O Q I-" LLI < PARKING ALLOWED ON ONE SIDE OF THE ROAD. J m Q W a 06 NEW HORIZON DRIVE CROSS SECTION STATION 20+12 - 28+10 O No Scale UJ LLI 2, 0 0 ROAD CROSS SECTION 7 CARDINAL LANE LU L F (25 MPH DESIGN SPEED) I C1L CG-6 1.5" SM-9.5A CG-6 O 28' 2.5. (PAVEMENT WIDTH) �I 2.5' f 2% 1 2%, 1 COMPACTED SUBGRADE -� 1 2" IM-19.OA 61 3" BM-25.OA 6' 5' D 5' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) SIDEWALK O 53' RIGHT OF WAY AGGREGATE SHALL EXTEND - NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) JOB NO. VDOT SSAR DESIGN STANDARDS. PARKING ALLOWED ON ONE SIDE OF THE ROAD. 40919 CARDINAL LANE CROSS SECTION SHEET NO. C1.01 No Scale L pF WP-2 !�pLTN 0 0, ,�� / ADJACENT TRAVEL LADE ASPHALT PAVEMENT WIDENING (4) 1- (2/5mm) ON HOLES 1 1/2' ON 32 3 1" (1114mm) DM 27 1/2' DIA [3Bmm]. BOLT CILE RC[899mm] O 7' 1 •`Li f C • •S CLINT W. �y: %/ SHAPE r0 ELEVATION 2"• �- 26 -� lwalrwr] CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR // OF MIDPOINT VRGEST PIPE. I EDGE OF E%ISING PAVEMENT (AS DETERMINED IN FEED) /4 m1 � z '� • •v 9S F LET a, ( • IMBEDDED 24" IN GROUNDSHAPE HANDICAP SIGN T .-; CONTOURO I I TACK COAT THE PROPOSED 24• DIA : •o'"• Lic. N . 54386 4� /LOCATION OF PPE CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS [BOemm] •0i 4 911012020 •`VF (VAN) HANDICAP SIGN FACE OF LOCATION (TYP.) CURB �-I Ell TRIG SUBBASE PROPOSED SUBBASE �[722-MI [ 616- DIA /mm] I'GI 410NAL V�G�• 1// I� o o %� ': I 2 a • --------------------------- COMPACTED SUBORADE � 26' O O [964m ] [660mm. t 1 2 13/T 6" [38mm] � � EDP �� .. CONSTRUCTION JOINT DETAIL FRAME SECTION 120"1 PAINTED � ' SLOPE TO DRAIN TO INVERT 9 OF OUTLET PIPE ~-•' ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS 2' (S1mm) IETTUS (RECEtCD FLUSH) � T+) E O �u o 18' 18' PER 2 /o MAX. SECTION A -A • ® PROPOSED MINIMUM 1�/p INCH THICK ASPHALT SURFACE COURSE (SEE NOTE Sl X MINIMUM! 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS 1. 3 1/r 1/2• i26Nm1 �� N " NQ 4 .• AS DETERMINED BY CORES (SEE NOTE 3) r-[79mmj [13mm]� 5 CO 4" VDOT SPEC. PAINTED TRANSITION ATBBETWEEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF 3 13/16" 9 22 9MI 2 t/8" [97mm] [579mm] > E E STRIPE PIPES ARE ENCOUNTERED. NOTES 154mIT 0 25' 1 3/8" j635mm] FFI14mm] W - y (TYPICAL) �B /' 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN I1 ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 0 11/16' [35mm] 9/16' O.D. OF GKT GROOVE [17mm] H_ Lu 3 F U Q) 3 B' 5' 8' B' 8' h� \ \\� 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. SECTION VIEW 1) (6mm) DIA CAM BOLT NEOPRENE GASKET Q V O 3 0 LL T n TYPICAL VAN T SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE S ABOVE INVERT OF 3. A MINIMUM OF THREE CORES SHALL SE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. SEE ASSEMBLY MAE (2) WSHR 1/i6 X $/B X 1 1/2 RUBBER PARE/ 00981046 W O m H d' W L ryT Q U 00 Z ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I lz_ NCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH TIE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY rE ENGINEER. S r (•2) COKED 16(1D" �Bt,' 1 5 6' 5/S-11X3 1/2 55 L W PICKBARS [5mm ' / (2) BLr HEX Ia1mm PARTS 00981230 J d _ M W > O N 0�-I P N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWNG. n THE INVENT SHAPING AS DETAILED HEREON IS TO CONSIST OF A // " PO(TLAD CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR v 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. .2400' 1/Z' [6KT�m 63 DIA. STAINLESS STEEL ROD (2) WSHR S/B ID 1.SD OD 55 1 1/B- (29mm) DW BOSS [13mm PARTS 00931318 (D- O Lu N U' W 4. CLASS O EXCEPT THAT 2SX OF COARSE PDGREGATE NAY BE / / UP TO 4'i N DIAMETER AND CONSIST OF STONE, BROKEN BRICI(. /!" I S. EXISTING PAVEMENT MARMNGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REOIIWEMENTS OF SECTION 315.05(<) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS PLAN VIEW P)CKBAR & LOCKt3)G HOLE DETAIL O1 In Z_ t- •.+ 0 X (J BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I r SHILL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I AT TIE-IN LOCATIONS SHALL BE TESTED USNG A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(") OF THE SPECIFICATIONS. NOTES: '� NUT HX S 11 ZN NYLK PART# 00981284 uL ) J Q 9 LL V) W OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 0 DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - ° ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET Is TO BE SHAPED-- 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER, (2) NUT HX JAM 5/8-11 ZN 2 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED, paRT/1 00881228 0 a _ N Z Z NDWOUA LY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-8 3. COVERS SHALL BE FIXED TO FRAMES NTH LOCKING LUGS OR SIMILAR ASSEMBLY. (2) 193SR LOCK LUG U > (o = Q O W PLAN TYPICAL WATERTIGHT (SHORN PART# 00193585 F n c°� V) METHOD OF TREATMENT IN MANHOLES MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N > it OV N.T.S FIG SI-E a v 00 J VD= STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE VDO-r ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS ROAD AND BRIDGE STANDARDS FOR WIDENING SUBJECT TO TRAFFIC O W ° F Z O SHEET i OF 1 REVISION DATE SHEET 1 OF 1 REVISION DATE TYPICAL PARKING SPACE DETAILS 302 M5 303.02 106.06 VIRBMA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPRMTMEHNT OF TRANSPORTATION V LLI CL No Scale 2016 ROAD & BRIDGE STANDARDS FRAME & COVER M PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE SEE FIG. S-I-D, E O W � SIGN " IN WITH PART V. SECTION G OF THESE SPECIFICATIONS. _ cD PLACE 5' GALVANIZED WITNESS POST WITH FRAME & COVER STREET SURFACE OR Z) Lu STD. U POST CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NON -PAVED AREA O GALVANIZED • AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ". ,: "' (SEE FIG. S-I-D,E)IF = ;+. TO HIGHWAY DEPARTMENT APPROVAL. •-i:•'•�•..:;.•. SLOPED AREA F '•4 • " "••• STREET SURFACE OR 2e0" RUBBER COATED STEEL STEPS >_ w o FINISHED GRADE SET DOGHOUSE BASE a • � EXISTING SANITARY NON -PAVED AREA 1'-0" MAX e CAST IN PLACE w F ON CONCRETE BLOCKS ;. SEWER PIPE SLOPED AREA � = U Q O DOGHOUSE OPENING SHALL �; ' '� •'•• i' :. MIN. 12" CLEARANCE (1'''L�Kt a�' PRECAST REINFORCED CONCRETE QBE rn 6' PREFORMED BY •_ .. MANUFACTURER OR T • AND STONEwBEDDINGPE 1'-0" MAX A �' SECTIONS WITH "0" RING SEALS o DATE SAW CUT TO FIT PIPE ••*� •:. ;' OR APPROVED EQUAL (� o `i,,Vh, '� I• OUTSIDE DIAMATER '•".• ...•.. 2'-0" > POST TO BE iI ADJUSTABLE TRAFFIC RATED PLUS 6'. . -• •. �; ' .' ` : '�.'i 3' 0" MIN e O 6/4/2020 DRIVEN VALVE BOX W/ LID : 72" THICK VDOT ; THE DROP CONNECTION SHALL BE O DRAWN BY Z O - IN :..'� No. 68 STONE BEDDING RUBBER COATED STEEL e � DUCTILE IRON PIPE (CLASS 50) } EINEIN 76" AND 4"X8"X16" 3'-O" MIN STEPS CAST IN PLACE 5" BACKFILLED IN 6" LAYERS AND SOLID CONCRETE BLOCKS COMPACTED BY HAND TAMPERS OR C. GAYNER Z N WALL (4 EACH)R DOGHOUSE MANHOLE BASE "RISE PRECAST REINFORCED 12 MIN BACKFLLED WITH SELF -COMPACTING :�. E • I,IIIIt III IMMI,nlunll,flnnIII II I,IIIn IHIII„H,HInHII II,IIII IIHI1111,11111111„111111I M,MHI,II,I IIMMMIIIIHII CONCRETE SECTIONS 12 MIN "0"RING 0 SEALS 1X STONE. e DE I TIED BY SG FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE MINIMUM ELEVATION .• MINIMUM ELEVATION DIFFERENCE • C. SHIFFLE7T BE CONSTRUCTED AS SHOWN WITH 3.000 PSI CONCRETE DIFFERENCE ACROSS M.H. 5" 4'-0" 12"MIN 12"MIN ACROSS M.H. FROM INLET TO CHECKED BY ON FIGURE S-1-A OR NON -SHRINKING GROUT FROM INLET TO OUTLET VI OUTLET SHALL BE 0.20 FEET • M.J. GATE VALVE - - =__-- ALLOW CONCRETE WRAP EXISTING PIPE WITH SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE 3/4 DIAMETER OF T '' A FILLETED INVERT FOR A SMOOTH A . ." TRANSITION OF FLOW BETWEEN >. e. t.. INLET & OULET PIPE SHALL BE '. A G PROVIDED. • • • C. SHIFFLE7T SIGN AND POST DETAIL SCALE 1T0FLOW A MIN. -0" BEYOND BASE ` NEOPRENE GASKET MATERIAL CONTRIBUTING '�7� .4 -- ��••8=--- 12" .. �. D';a '•., Np A ;I �'„D, • N.A. Scale BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- SEWER. . A. , -. .; .'•a• •' 12" A SMOOTH' 3/4 DIA OF LARGEST CORROSIVE STRAPS,I ON A FILLETED INVERT OR I1��Jp'M Af1G7Q7�a/ ESU EBUPAM WATER LINE EACH SIDE OF OPENING TRANSITION OF FLOW BETWEEN PIPE IN MANHOLE VA. SIGN FOR THE DISABLED ON 0.80 GAUGE INLET & OUTLET PIPE SHALL BE MIN. 6" BEDDING WITH N0. 68 STONE ALUMINUM. COLORS: GREEN BORDER & P ( 12" MIN. CAST -IN PLACE PROVIDED. MIN. 6" BEDDING • LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 1 3,000 PSI CONCRETE BASE NOTE W/ N0. 68 STONE NOTES: T--I WHITE BACKGROUND. --j FOUNDATION SECTION VIEW 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPACES SHALL BE IDENTIFIED BY ABOVE 2500 P.S.I. CONCRETE dJ n 2'x 2' BEARING AREA. THRUST BLOCK d I„IIIIMIIIIII IIIINM IIIIIII:,IIIIIII,IMIMI INIIHI Nil I11I1111111111111,11„NI,Illllllll ll. 11111, 111111111, II IIIIII NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. Lu ( n v OR NON BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED `.J PENALTY PENALTY GRADE SIGNS AS RESERVED FOR PHYSICALLY 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW EXTENDED -EXTENDED INSIDE AND OUT. SM-�RE �-� DISABLED PERSONS. PROVIDE ONE (1) R-7-8 ° 4 , A FLOW TO THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE TOWAWAYZOIE TOWAWAYZOIE SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM a .: ° >, 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6 INSIDE AND OUT. TYPICAL MANHOLE SECTION DESIGN ON SEWERS WITH STEEP SLOPES. J J (PAINTED WHITE) WITH GREEN LETTERS AND OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN SHOWING BRANCH TIE-IN H ACCE 6'ABOVE SHALL BE PLACED ON STEEL POST 1-1/2"0 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE WITH DROP CONNECTION FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. TYPICAL MANHOLE BASE N.T.S GRADE TYPICAL GATE VALVE NTS FIG. W-5 SHOWING "DOGHOUSE" INSTALLATION FIG. S-I-A NTS0 FIG. S-I-C 7 ADA PARKING SIGNS - N.T.S FIG. S-1-Al TD-25 No Scale FINISHED GRADE Z VARIES VALVE BOX NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - uj 4" DIAMETER BRANCH VILLE THREADS WHICH IS =I ¢ U) AND VALVE THE LOCAL STANDARD. LIFT NOTCH I -III- - I I Q J M.J. PLUG VARIES LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' [COVER 1111 14 1/2" 12 3/8" 12 1/2" AIR RELEASE VALVE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL AN 5 IN ANY - J Q Q .• (270) 36 MIN DIMENSION O z LLj 18"-22" 7 CU. FT. VALVE BOX I #68 STONE WATER BRASS OR BRONZE PIPE BRONZE GATE VALVE 24N M111, INTIAL BACKFILL* 8"MIN m uj Q 0 06 (6" LIFTS) WATER MAIN RESTRAINED JOINT FITTINGS 1• DRAIN TO GRADE EMBEDMENT * THOROUGHLY COMPACTED HAND OR L O (I) 42"MIN :" 6" GATE CAST IRON LID •' 18" METER BOX IF POSSIBLE SPRING LINE OBY MECHANICAL TAMPERED OF PIPE � W z LLI a VE HAUNCHING ON-LINE "B") • 8" X 6" )' I" - - I- -II I N0. 68 STONE - - BEDDING max O (TYPE TEE T 6" " Z min W 2500 P.S.I. CONCRETE ; ' r a' . 1 BASE AND THRUST •:,.,. 1N�;'�• ^,`.�,• BRICK SUPPORTS OR SOLID CEMENT BLOCKS OUNDATION (SHALL BE HEN 7 01� BLOCK AGAINST UNDISTURBED STABLE ry. �REQUIRED CRUSHED STONE CO DITIONS ARE UNSTABLE VARIES BRATHREADED COUPLING NIPPLE AND PVC SOIL. STEEL PILE ? `dry„ 0N1 Ni, SOFT ALL PIPE) PVC SLEEVE o CAP RESTRAINED JOINT FITTINGS WHEN WHEN THE SOIL IS DISTURBED OR WHEN 18 " COPPER" O T LUBRICATE ALL THREADS A HYDRANT IS LOCATED IN A FILL, IN ADDITION i0 THRUST BLOCK BOX (SEE FIG. W-7) TO POURING CONCRETE A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. '` .. " „,; ..:' /." 6" EXTENSIONMETER CORPORATION STOP O VALVE 57 STONE 6" NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE NO. PIPE SLOT BACKFILLED ENTIRELY WITH NO. 21A STONE. M.J. FITTING 0 PIPE SLOPED NOTE (2 PLACES) 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TO DRAIN IF 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 = GRADE ALLOWS 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT NOTES: STONE SHALL BE PROVIDED' VARIES VARIES 2" BRASS PIPE ( INCLUDING DITCHES) 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, BEDDING OF NO. 68 STONE ' 2" THREADED TAP VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. SHALL BE USED. O WATER MAIN AND VALVE IT IS NOT ALLOWED IN THE DITCH. NOTES: " " 2) FOR WATERLINES SMALLER THAN 12 USE A 1 A.R.V. AND FITTINGS. FOR WATER ARE SAME SIZE PLUG 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, LINES 12" AND LARGER USE 2" A.R.V, AND FITTINGS. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN DEAD END REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. THE MANHOLE CONE. N (TYPE A) TYPICAL SEWER PIPE Noe No. TYPICAL METER BOXES TYPICAL BLOW -OFF ASSEMBLY TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (5/8"1 METERS) INSTALLATION IN TRENCH 40919 AIR RELEASE VALVE (ARV) NTS FIG. W-8 N.T.S. FIG. W-4 TITS TITS SHEET NO. C1.02 - FIG. W-7 � FIG. W-9 FIGTS-3 0 d 0 3 �a 0 �O o� Cl. �Z �o s� c E� a y c m o_L Oc GO 3 m Z m o" � a 6-2 �v o§ a 2 Y J y X t6 Ba � o E 0 N a oI � E b (I a 0 m o c m m c �o C p m CL E 0 L F E L 404000 LEGEND // / � \\ - LEGEND �•,N 646*0 / / \ IN,I ,% CEP OF �!iy / / \ / REMOVE EXISTING VEGETATION STEEP SLOPES - MANAGED / / \ \ ® ��' C,Z CLINT W. S. MILL &OVERLAY ASPHALT �S FFLET > STEEP SLOPES -PRESERVED / 3 Lie. N . 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LIMITS OF CLEARING AND GRADING ARE 15.68 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY A ROUTE 631 ON THE NORTH AND WEST, WOODS ON THE SOUTH, AND A MOBILE HOME PARK ON THE EAST. EXISTING SITE CONDITIONS THE EXISTING SITE IS WOODED OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED. ANY OFF -SITE LAND -DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT SHALL HAVE AN APPROVED ESC PLAN. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH BLANKET MATTING. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS A PORTION OF THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO TWO BIORETENTION FACILITIES LOCATED ADJACENT TO OLD LYNCHBURG ROAD. THESE FACILITIES HAVE BEEN DESIGNED TO MEET STORMWATER QUALITY REQUIREMENTS. ALL OTHER AREAS WILL SHEET FLOW INTO THE SURROUNDING VEGETATED AREAS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3,09, 3.11 & 3.12 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND "DRY' STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6, TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE IS TO BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. 7, DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEETS C3,03 & C3.04) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT TRAPS, BASINS AND ASSOCIATED STORMWATER PIPES. REFER TO GRADING AND DRAINAGE PLAN ALONG WITH PIPE PROFILES FOR ADDITIONAL INFORMATION. 4. INSTALL CULVERT PIPES AND ASSOCIATED STRUCTURES. STRUCTURES 100, 102, 500, 502, 502, 504, 506, 508, & 510, PIPES 101, 501, 505, 507, & 509, REFER TO GRADING AND DRAINAGE PLAN ALONG WITH PIPE PROFILES FOR ADDITIONAL INFORMATION. IMMEDIATELY INSTALL CULVERT INLET PROTECTION FOLLOWING THE INSTALLATION OF ASSOCIATED STRUCTURES. 5. INSTALL DIVERSION DIKES, CLEAN WATER DIVERSIONS & INLET PROTECTION. 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE IIA (SEE SHEETS C3.05 & C3.06) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UPHILL FROM A SEDIMENT TRAP OR BASIN HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR, REMOVE THE SEDIMENT TRAP OR BASIN. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED, 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. PHASE IIB (SEE SHEETS C3.07 & C3.08) 1. RELOCATE INLET PROTECTION ALONG NEW HORIZON DRIVE WHERE SHOWN ON THE PHASE IIB EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA ALONG NEW HORIZON DRIVE. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 5. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1, PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6, SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9, WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET, MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17, WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER, THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS- 19, PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS, ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 16 - CHEWACLA SILT LOAM, 0 TO 2 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT POORLY DRAINED, HYDROLOGIC SOIL GROUP: B/D 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, EXCESSIVELY DRAINED, HYDROLOGIC SOIL GROUP: B TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 200-250 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN MINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA. 125 LBS. GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP "' 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP " 20 LBS. CROWNVETCH *" 20 LBS. 150 LBS. PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED. " USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: MARCH, APRIL THROUGH MAY 15TH .............................. ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH......................... FOXTAIL MILLET AUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYE NOVEMBER THROUGH FEBRUARY................................. WINTER RYE ` IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale ,WA��pLTN pF�0,y C, Z CLINT W. 9S F LET a, • -o Lic. N Soss 4 •� 0%. 911012020 ^� E o O rn U N � N C o > E w v E H_ w w 3 Q a o 3 LL wO j U000 -i -u d W N V U W zF x oR �v _ N = U > FLri cm rn i N � M a� o w CL O oc t7 L DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE N.A. T_I (W V J J J Q C, 06 w z Cw Q z G > J aw J O O I- Jmz w Q O >O LL C O w W " 2 0 0 p45 O z O w ,O V / JOB NO. 40919 SHEET NO. C3.00 L TOE REQUIREMENTS FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) GRANULAR FILTER TOE REQUIREMENTS FOR BANK STABILIZATION No Scale Sediment Trap #3 Design Drainage Area (acres, < 3) 1.99 1 ' vm Pax* I Trap Volumes: paDNAL CREST OF STONE WEIR 1yA Elevation (ft) Area (so Volume (cy) GROUND \ 494 2314 496 3096 200-4 DRY STORAGE - r. vuwaE 498 3524 245.2 " WET STORAGE FLIER CLON OmuwL c .D ELE Wet Storage: .SEE PLATE 3A3-1 OOARSE AGOEGIE` CLASS I R~ Wet Storage Required (cy) (67*DA) 133.3 Bottom of Stone Weir (ft) 417.4 Wet Storage Provided at this Elevation (cy) 2004. **Coarse Aggregate Shall be VDOT #3, #357 or#5 Elope of Wet Storage Sides 2:1 Weir Length (ft) (6xDA) 11.9 Dry Storage: Bottom of Trap Elevation (ft) 491 Dry Storage Required (cy) (67*DA) 133.3 Bottom Trap Dimensions: 49 x 60' Crest of Stone Weir 419.0 Top of Dam Elevation (ft) 499 Dry Storage Provided at this Elevation (cy) 245.2 Top Width of Dam (ft) 4 Slope of Dry Storage Sides 21 Top Trap Dimensions 56' x 80' ST 3.13 SEDIMENT TRAP 3 No Scale Sediment Trap #1 Design Drainage Area (acres, < 3) 2.38 Trap Volumes: ORIGINAL CREST OF STONE WEIR ygyB1E Elevation (ft) Area (sf) Volume (cy) GROUND 461 947 nLv. ° 462 1295 41.5 DRY STORAGE 463 1667 54.9 &_�Q4 464 2065 69.1 465 2487 84.3 WET STORAGE 4, MAx 466 2935 100.4 (a4 ATED) FILTER CLOTH pCfJN.L 350.2 , aEv Wet Storage: .SEE PIATE 3.13-1 COARSE A EwTE` CUSS I PP Wet Storage Required (cy) (67*DA) 159.5 Bottom of Stone Weir (ft) 464.0 Wet Storage Provided at this Elevation (cy) 165.5 **Coarse Aggregate Shall be VDOT #3, #357 or #5 Elope of Wet Storage Sides 2:1 Weir Length (ft) (6xDA) 14.3 Dry Storage: Bottom of Trap Elevation (ft) 467 Dry Storage Required (cy) (67*DA) 159.5 Bottom Trap Dimensions: 74' x 3' Crest of Stone Weir 466.0 Top of Dam Elevation (ft) 467 Dry Storage Provided at this Elevation (cy) 184.7 Top Width of Dam (ft) 3 Slope of Dry Storage Sides 2-1 Top Trap Dimensions 98' x 39 CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. :I(Til TRANSVERSE OPEN CHECK SLOT TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTING INSTALLATION WE -ENTRENCH EDGES OF MATERIAL 6" 5' 1 2 �{ 7FLOWNSVERSECLOSEDCK SLOT UPSTREAM AND DOWNSTREAM TERMINAL G SOIL STABILIZATION BLANKET (TREATMENT-2) Sediment Trap #2 Design Drainage Area (acres, < 3) 2.62 1r I VARwxE rT Trap Volumes: ORDINALCREST OF STORE WEIR tRe ' Elevation (ft) Area (so Volume (cy) GROUND \ 415 1609 E<Ev. �a 417.4 2653 189.4 DRY STORAGE - VARMaIE 419 3429 180.2 " WET STORAGE I, MNI (EX wED) CLOTH G-N1D cRou"O `FLIER nLv Wet Storage: -SEE PLATE 3.13-1 COARSE M E"n CUSS I Ri P Wet Storage Required (cy) (67*DA) 175.5 Bottom of Stone Weir (ft) 417.4 Wet Storage Provided at this Elevation (cy) 189.4 **Coarse Aggregate Shall be VDOT #3, #357 or #5 Elope of Wet Storage Sides 2:1 Weir Length (ft) (6x DA) 15.7 Dry Storage: Bottom of Trap Elevation (ft) 415 Dry Storage Required (cy) (67*DA) 175.5 Bottom Trap Dimensions: 25' x 94' Crest of Stone Weir 419.0 Top of Dam Elevation (ft) 420 Dry Storage Provided at this Elevation (cy) 180.2 Top Width of Dam (ft) 4 Slope of Dry Storage Sides 2-1 Top Trap Dimensions 34' x 1OZ ST 3.13 ST 3.13 SEDIMENT TRAP 1 SEDIMENT TRAP 2 No Scale No Scale Sediment Basin #1 Design MIN. T WI SPLLWAY CREST OF EMERGENCY 2•WITHOUT SPILLWAY Drainage Area (acres) 5.78 1E DESIGN HIGH WATER Basin Volumes: (Is YR STORM ELW.)(as YR STORM ELEv) Elevation (ft) Contour Area (so Volume (cy) O.5• 418 2640 MN I.G• - - -- -- - 421 4570 400.E a1SER CREST DRY STORAGE �� OEWATEMNG 423 6010 391.9 DEACE 426 9210 845.6 wE s DRAGE SEDIMENT CLEANOUT POINT (• WET • STORAGE REDUCED TO 34 C.V./ ACRE) Wet Storage: Wet Storage Required (cy) (67*DA) 387.2 Design High Water Dewatering Orifice Elevation (ft) 421.0 Top of Dam (ft) Wet Storage Provided at this Elevation (cy) 400.6 Top Width of Dam (ft) Available Volume Before Cleanout (cy) (34*DP 196.5 Bottom of Basin (ft) Cleanout Elevation (ft) 420.00 Approx. Bottom Dimensions: Distance from Cleanout to Orifice (ft) (> 1') 1.0 Upstream Face Slope: Downstream Face Slope: Dry Storage: Dry Storage Required (cy) (67*DA) 387.2 Baffles: Riser Crest Elevation (ft) 424.0 Length of Flow, L (ft) Dry Storage Provided at this Elevation (cy) 391.9 Effective Width, We (ft) Diameter of Dewatering Orifice (in) 5.0 L / We (Baffles required if < 2) Diameter of Flexible Tubing (in) (Orifice+2") TO Collars: Runoff (See Routing in Calc. Book) Depth of Water at Spillway Crest (ft) C (Use 0.45 for Bare Earth) 0.45 Slope of Upstream Face (Z1) Tc (min) 5 Slope of Barrel (Sb) 12yr 3.69 Qp 2yr 9.6 Length of Barrel in Saturated Zone (Ls) 125yr 6.85 Q 25yr 17.8 Number Collars Required Dimension of Collars Principle Spillway: Available Head (ft) 1.0 Emergency Spillway: Diameter Riser (in) 48 Bottom Width (ft) Diameter Trash Rack (in) 72 Slope of Exit Channel (ft/100ft) Barrel Length (ft) 158 Length of Exit Channel (ft) Diameter of Barrel (in) 24 Crest of Spillway (ft) Barrel Inv. In Elevation (ft) 421.00 Barrel Inv. Out Elevation (ft) 418.63 3.19-1 ST FNE EDIMENT BASIN 1 Scale 424.0 426.0 4.0 418.0 112' x 56' 3:1 3:1 No 135 60 2.3 No 0 0 0 0 0 N/A No 0 0 0 0 Sediment Basin #2 Design MIN. T WI SPILLWAY 2' WITHOUT CRE5r OF EMERGENCY SPILLWAY Drainage Area (acres) 7.34 DESIGN HIGH WATER Basin Volumes: (zs-YR. STORM ELF/.) Elevation (ft) Contour Area (SO Volume (cy) Ds• i If 407.4 3030 MN,. , 0' - - 410.75 5020 499.4 RISER CREST 413 6801 492.5 • oRv • sroRacE DEWATEMNG DACE 416 10240 946.7 wET soR cE 983.6 991.9 SiORAGE EPOINT SEIMMLNT STORAGE WCED TO 34 C./ ACRE) Wet Storage: Wet Storage Required (cy) (67*DA) 491.8 Design High Water 413.0 Dewatering Orifice Elevation (ft) 410.8 Top of Dam (ft) 416.0 Wet Storage Provided at this Elevation (cy) 499.4 Top Width of Dam (ft) 4.0 Available Volume Before Cleanout (cy) (34*DF 249.6 Bottom of Basin (ft) 407.4 Cleanout Elevation (ft) 409.50 Approx. Bottom Dimensions: 80' x 40' Distance from Cleanout to Orifice (ft) (> 1') 1.3 Upstream Face Slope: 3:1 Downstream Face Slope: 3:1 Dry Storage: Dry Storage Required (cy) (67*DA) 491.8 Baffles: Yes Riser Crest Elevation (ft) 413.0 Length of Flow, L (ft) 125 Dry Storage Provided at this Elevation (cy) 492.5 Effective Width, We (ft) 60 Diameter of Dewatering Orifice (in) 5.0 L / We (Baffles required if < 2) 2A Diameter of Flexible Tubing (in) (Orifice+2") 7.0 Collars: No Runoff. (See Routing in Calc. Book) Depth of Water at Spillway Crest (ft) 0 C (Use 0.45 for Bare Earth) 0.45 Slope of Upstream Face (Z1) 0 Te (min) 5 Slope of Barrel (Sb) 0 12yr 3.69 Qp 2yr 12.2 Length of Barrel in Saturated Zone (Ls) 0 1 25yr 6.85 Q 25yr 22.6 Number Collars Required 0 Dimension of Collars N/A Principle Spillway: Available Head (ft) 1.0 Emergency Spillway: No Diameter Riser (in) 26 Bottom Width (ft) 0 Diameter Trash Rack (in) 42 Slope of Exit Channel (ft/100ft) 0 Barrel Length (ft) 77 Length of Exit Channel (it) 0 Diameter of Barrel (in) 30 Crest of Spillway (ft) 0 Barrel Inv. In Elevation (ft) 411.00 Barrel Inv. Out Elevation (ft) 407.50 3.14 ST SEDIMENT BASIN 2 No Scale ,�� I NUT H pF 00y C' Z CLINT W. ss 2 S F LET a Lic. N S4320 4� 9/10/2020 NAL ^� E 0 rn N N � > E a E W Ui Q LL o 3 C' LL W O H (uCE Q 0_ _j N O d O N C7 W Z H v mr H 3: 0>< < U ELF W� D W O o Q v N 2 v N Z Z >° O WW ~ 0 N G v M � 0 Oo Lri a 0 O 0 _ V) (D w o z 0 � o W H N 2 Q O U p ^I Q z 0 n DATE 61412020 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE • N.A. ((D V Q J J Q P" w 0 I w W �I. w � Q > J r �_j M LL 1. f O c F-- J m z w a 0 0 O Q O W W " 0 O z O 0 `2 w 1 D O V / 30B NO. 40919 SHEET NO. C3.01 L TEMPORARY RIGHT-OF-WAY DIVERSIONS VI TYPICAL GRAVEL STRUCTURE 3.11-1 RWD TEMPORARY RIGHT-OF-WAY DIVERSION No Scale 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. fv 6' �IT2MAX _ %i 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC-,\Yr1Uip SF I I 3.05-1 SILT FENCE (WITH WIRE SUPPORT) No Scale El 1:1 El El El EFJI 1 112 u U LILU STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TP NO SCALE REE PROTECTION Scale KI do PIPE OUTLET CONDITIONS A A La j 0 %- SECTION A -A FILTER CLOTH SECTION A -A FILTER CLOTH IRE OUTLET TO FLAT .REA WITH NO EFINED CHANNEL 91M :dr KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN.) IRE OUTLET TO VELL DEFINED :HANNEL I KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. OUTLET PROTECTION # OUTLET # WIDTH 1 WIDTH 2 LENGTH CLASS OP1 100 9' 9' 14' CLASS II OP2 200 6' 16' 14' TYPE] OP3 300 3.75' 9.25' 8' TYPE I OP4 400 4.5' 4.5' 7' CLASS II OP5 500 4.5' 11.5' 10, CLASS III OP6 504 6' 15' 13' TYPE I 3.38 1( CP OUTLET PROTECTION No Scale TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION SHALLOW BLANKET) SLOPE ON SHALLOW SLOPES, STRIPS NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. WHERE THERE IS A BERM AT THE BERM TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND STEEP ANCHOR IT BEHIND THE BERM. SLOPE ON STEEP SLOPES, APPLY PROTECTIVE r COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE 4 INSTALLATION. TURN THE 12" DITCH FLOW END UNDER 4" AND STAPLE 4' ' AT 12" INTERVALS. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. EXISTING GROUND MIN. .TER j o-m�.. AI OTH J SIDE ELEVATION M1111 .}. .N A7.131. :} is •ta BM 3.36-1 CE SOIL STABILIZATION BLANKET (TREATMENT-1) STONE CONSTRUCTION ENTRANCE No Scale No Scale TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA ANCHOR NOTES ioSLOT APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". JUNCTION 12" MAX. 4:1 OR FLATTER SLOT 6" MAX. STEEPER THAN 4:1 EDGE AND END JOINTS CHECK SLOT TO BE SNUGLY ABUTTED I I I I III TERMINAL FOLD (JUTE MESH WILL HAVE I I I LAP JOINT 2" MIN. (JUTE STAPLED LAP JOINT IN I MESH ONLY) LIEU OF EDGE JOINT) I I I I I I TAMP FIRMLY I I I ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3' I I MAX. STEEPER THAN 4:1 I I I I N _ - � I I I I I I I I I CHECK SLOT I I I I - I I I I 1 TO 2" I I I I TAMP z I I FIRMLY CHECK SLOT 2 I I I I °D r VAR.--I--VAR.--1 2, C4 O COL7 STAPLE FORMED FROM NO.11 STEEL WIRE CHECK $LOTS AT MIN. 50' C-C CO ...........�.. �..................� INTERVALS; NOT REO.'D WITH e Srary $' STA JUNCTION SLOT TAMP FIRMLY f•`12"---� 2" O F 3.18-1 BM � SOIL STABILIZATION BLANKET No Scale TES FOLD TAMP FIRMLY �--4"----I I TMENT-1 ERNST CONSERVATION SEEDS RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 SILT FENCE CULVERT INLET PROTECTION COMPACTED SOIL CWD TO HAVE VDOT STANDARD EC-2 BOTANICAL NAME COMMON NAME l t MATTING ON UPHILL 18"MIN. I+ I I I I I SIDE PRICE/LB FLOW_ 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 ll1L llll ll W ll1L 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 'FASTBALL RGL' 'FASTBALL RGL' (TURF TYPE) a.5' MIN. 20.00°k PHLEUMPRATENSE, TIMOTHY,'CLIMAX' 1.20 DD CWD 3.09-1 'CLIMAX' 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 FENCE DISTANCE ISUMINIMUM TEMPORARY DIVERSION DIKE FLOW IF FLOW IS TOWARD No Scale 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 EMBANKMENT ALBANYPINEBUSH- ALBANYPINE BUSH - NYECOTYPE NY ECOTYPE "OPTIONAL STONE COMBINATION 8.00% AGROSTISALBA REDTOP 8.00 1' 100% MIX PRICE/LB BULK: $3.61 �^ SEEDING RATE: 40-60 LB PER ACRE WOODLAND OPENINGS FLOW 2.5' THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX '"VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE HORSESHOE " WHEN HIGH VELOCITY OF FLOW FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF IS EXPECTED THE MIX WILL NOT. CULVERT INLET PROTECTION No Scale SLOPE STABILIZATION SEED MIX No Scale • 51 EXISTING f PAVEMENT 'MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT .as{r =_ IW =�@� allhlllll IIIIII�IIIIII �IIIIII •• •- •- SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 3.36-2 IP STORMWATER INLET PROTECTION No Scale SILT FENCE DRCP INLET PROTECTION DROP INLET WITH GRATE IL -FRAME 3' MIN. GATHER - EXCESS AT CORNERS PERSPECTIVE VIEWS STAKE FABRIC (� MIN. Mil II %,- V. r.. i DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. IP STORM DRAIN INLET PROTECTION No Scale •=•��pLTH 67 ,a•� 14% S CLINT W. ss 2S F LET a, -o,e" Luc. N seaee 4t; rj 911012020 4k ^� E 0 OV N _ N � > E a E W -� 3 w w Q a o 3 LL W 0 m U°M0 �_ z -� 0 C7 1Lu a a zF? v 30 Q w oR �� 0 vl S C ry U > z Z W 2 F 0 iN i o vM L U n v > F ZI 0 u a 3.02 0w (7 j W 0 2 F � ry w H N _ ¢ o z z O DATE UI > 0 61412020 DRAWN BY C. GAYNER } • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE N.A. T�I W Q J J Q F--1 W Q 3.07- 6 I 06 0 Cn w/ z 0 li 0 Lu Q z G > J 0- O L c O I- ED Z LL \Lu Q O / 0 z Q O W W " 2 O Z O T� O i W L.I.J IO V / JOB N0. 3.07-1 40919 SHEET NO. 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J r , - /t //_a �-- /,/- \\\� _ �, //� \ / /// III / - �Il + \o \\II �r.-==�$Z�\\@ 11 \ \ -� __-w �� / it \\ I l / / ---_ �\ \ 11 I IIII/ _� �\ I 1 0 \\`�\ I \\ NOTE BLOCK AREAS SHOWN PER CODE OF / \ \ 0 , 5 a w N c ° 0 m 3 d N & n c m 0 0 w a 0 c m L - o c m , c 0 m 0 C 8a 0 �O o 0K .0 .z 20 om , m-6 a y m „ , a� O c a m O Z m O M m LD � y �5 o 0 me .2 Y J y x m o m c m 0 0.2 ,a m 0 of a Ma 0 m-6o m 0 - m m m 0 0 C 0 m nE 0 _ L E F L bUALL I 0 30' 60' \ - - - - - KEY PLAN ------ -= -_ =__-__ _ _ TO EXISTING WATER LINE, - - - COORDINATE WITH ACSA 12"X12" TS&V J - - - i ✓ 900 BEND- _ �—--------------- W w� 11.25° BEND / 12" DIP----__�- _-- GV --- L --- �-__ ___- __ 90°BEND PAVEMENT TO BE- 12" DIP WITH - T G REPAIRED PER 24"CASING STANDARDS - - VDOT ST o ---- 110.02' OLD LYNCHBURG ROAD--- r t 815' TO R/W STATE ROUTE 631 SUN T' - _ - t 375' TO SET AVE EX _ - � AMBROSE COMMONS DR.(VARYING R/W WIDTH) _ - - VDOT /// % ��—OVERLAY I STD. WP-2 ----—- - - - - -- 191.4T -- R35' CG-11 -------- — -- -- OHT C oyrFHA WITH- _ OHP—_ �— _ _ Hr� O.H. ELEC GATE VALVE a OHP— — — OHP �OyP_ - _TELE & TV LINES FUTURECONNECTION I r �iELE. VAULT oyr I I � � � TO TRAIL IN BLOCK 2 r— O.HELECTRIC "'P I \ TELE.&TVL/NES to / R604' 20' PUBLIC DRAINAGE o I - OVERHEAD POWER AND TELEPHONE LINES B --L� EASEMENT, TYP. TO BE RELOCATED VERTICALLY TO MEET q ; CH VDOT MINIMUM CLEARANCES FROM FINAL o oHP� _ _ / ONP GRADE. CONTRACTOR TO COODRINATEOHP WITH UTILITY PROVIDERS ACCORDINGLY. oHP OHP q I OHPI OH7� I NP/ _ _ O PROPOSED ARV o -I-� � OHP' / / TREE LINE �I 5' 60 6, u I ^ CHIC"PLANTING STRIP - ~OHP, I _ 13' g I - - � I I j5' BIKE 5' CONCRETE BLOW -OFF ASSEMBLY; STUB OUT WATER LINE FOR FUTURE DEVELOPMENT 14 12�p0 R FSAN a SAN s __�' 8" DIP 3 5+ 0-- +---,3+00 --�F-- 12+5 — W R233' ING PROPOSED TREE LINE r� I I I I I I � I I SPEED LIMIT SIGN LANE SIDEWALK colo�U RESIDUE #2 %/ iy/� ENE 114731 SF !x O �� / I 8" CLASS 52 DIP WATER LINE 20' PUBLIC DRAINAGE I EASEMENT, TYP. / FUTURE CONNECTION TO REFER TO SHEET C3.03 RC NEW HORIZON DRIVE ' CONSTRUCTION PHASING. �r- I r--� I SIDEWALK AND BIKE LANE NAME OAD ®i o 20' PUBLIC DRAINAGE I I 'lam( EASEMENT, TYP. —_ NEW_ HOR_I ON DRIVE _�A11+00 61' PUBLIC R/W 1 5+ p 24'�-- 8„X8„ TEE GV - ' STOP SIGN �-�� mH_ GRADING m -,.04 I EASEMENT I A -i 12"X6" TEE, 12" GV, z O I 6" GV AND FHA I _c I z I I- �'I 1 SA 20'ACSA EASEMENT 16 STUB OUT WATER LINE FOR FUTURE DEVELOPMENT 8"X8„ CROSS BLOW-OFF_ASSEMBL� STUB OUT WATER LINE FOR FUTURE PHASES r— L_J PROPOSED TREE LINE L �f CJ UGF r� _J 1 L_-7 LJ / L------ �./ �< L J j�� pLTH 0Fob j: � fir CLINT W. 7 /7S FFLET Lie. N 51311O 4; 9/10/2020 go G U) LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT — z O u U Ul w o U) z _O cW U) C > O w U O W a 0 j W Lu N Q O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' ice_ W Q I\ I 7 WQ U/ r_jw 02 — J m J w a ~ LL W W Q W o 0 Q 0 0 0 `2 1 0 V) 30B NO. 40919 SHEET NO. C4.01 L LEGEND: SCALE 1"=30' 0 30' 60' e KEY PLAN -- - _ -------------- --- 110.02' — — — — I R/W t 375, T — — r — — — — — — OLD LYNCHBURG ROAD -- _ _------ `—AMBRC STATE ROUTE 631 -- ---------- — — — — — — — — — — — (VARYING R/W WIDTH) I _- ------------.--�J__. ._ ._ — — — — — — — — — ----�----— — — — — — — ---- -----y— — — — — — — —OHT OHT �— _ OH! _ HT� O.H. ELEC OHP— — — — OHPi — TELE & TV LINES _ — OHP— — — —OHP— — — — �iELE VAUL T OHT _ -r- HP HP — OHP� f i \ OHP— — _. OHP MANAGED STEEP _ — OHP— — — — — OHP— OHP— — — — SLOPES OHP— — — — — OHP_ I (TYPICAL) O.H. ELECTRIC OHP� TELE & TVLINES _ — I O.H ELECTRIC � TELE. & TV LINES OVERHEAD POWER AND TELEPHONE LINES I� �� TO BE RELOCATED VERTICALLY TO MEET ♦10 VDOT MINIMUM CLEARANCES FROM FINAL GRADE. CONTRACTOR TO COODRINATE WITH UTILITY PROVIDERS ACCORDINGLY. � 0 C-) -dkgo i r x / RESIDUE #1 935805 SF "'-A PROPOSED TREE LINE i GRADING s SAN — -SAN \ PROPOSED EASEMENT 15+50 -�-- \ 22.50 BEND W— TREE LINE 20' PUBLIC DRAINAGE FHA WITH EASEMENT,TYP. \ GATE VALVE \ R233' \ I , i \ i \ r \ / J O vGT ' / 22.50 BEND 1 / _ ° .6-4 —IF— �--F-----I----�----- 15+00 — 14+50 WL 1 CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT SAN SAN s"-r 13+50 13+00 R233' L ARV & PLANTING STRIP PROPOSED BLOW -OFF ASSEMBLY; STUB OUT WATER LINE FOR FUTURE SPEED LIMIT SIGN DEVELOPMENT —� , 1 i . :1Y REFER TO SHEET q.033C NEW HORIZON DRI CONSTRUCTION PHASING. r --ITREE LINE i --\ IF I I I --- = �----UGP---- '" -- UGP, — — — —UGP — —_ —UGP — — — _ UGT— —UST— - UGT- - � _ UGT-� — � UGT_ _ _� .ram_ _ — — — — — — — _ — — _ — — r 1 FHA WITH GRADING I GATE VALVE EASEMENT 1 1 1 1 1 1 � 1 1 20' PUBLIC DRAINAGE EASEMENT,TYP. ROAD NAME SIGN 15 -- NEAHORIZZQN DRP IAJ 1+00 61' PUBLIC R/W 8"X8" STOP SIGN GRADING EASEMENT 12"X6" TEE, 12" GV, 6" GV AND FHA UGT— — UGT- -UGP— i j�� pLTH 0Fgo CLINT W. 7 ./7S FFLET Lie. N 5/380 4*0 911012020 G N z 0 f AM z O u U Lu w o U) z O W U > o w U O W a O V) W Lu N Q O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' W Q J J I—� I 7 Lu Q Lu III r J W O� Jw cc Lu a LL W � � Q Luo 0 Q 0 O O 1 D O V) 30B NO. 40919 SHEET NO. C4.02 L o ° �� pLTN pF � ,00 cl'z CLINT W. S F LET a • -o " Lip. N 54320 4r: 10/ 2020 SG �Q�AV ' o / / / 20' PUBLIC DRAINAGE 11 '•� ss�GNAL ��.�'�• o EASEMENT, TYP. 0h�N1N�N� /OJT°�` / ---- _ / / ARV a 6 -+i BAN — � -� o ° / / / i 1g+50 17+50 - E o 36' N $ N V / 0 / / / \ �9k00 R277' > E Lu - ui / o WPO BUFFER / / a�� o - N a a o 3 W o / / / / '/ \ EASEMENT > o n" ' 0 j / 22.5° BEND 0 / / ARV PROPOSED a m N A a / o / � 8" DI ' :1 �� TREE LINE V' W N M 20' PUBLIC DRAINAGE FHA WITH a X N I ' / , `/ \ EASEMENT, TYP. o R = o / `'� ' \ GATE VALVE 0 / ° r o / / FUTURE TRAIL / _ ~ o / CONNECTIONS / _ "' .. 0 aj° / PROPOSED Ile1 a 22. °\D ` ~ om ° ' ' o / / / TREE LINE / } _ J \ �' v 4 L O °° / / 5 / PROPOSED �bOX� \� \ o w 2 /0 / / TRAIL BOUNDARY ~ p 10 0 I / o LINE (TYP.) � �0 ° / / / 298 LF CLASS B 05' SIDE Q� 0 / TYPE 2 PEDESTRIAN SETBACK �k W �J 0 / 0 / TRAIL / 00 / ti o / 1 20' PARALLEL ` / \ \ Lu Lu p i 10' PUBLIC ACCESS O t J / / EASEMENT PARKING SPACE \ { \ \ 41 I / o FOR LOTS 4-5 �° ' ` 1 / 0 AND LOTS 8-11 0 cj ° ° / "NO 5'REAR / / SETBACK u° x o SETBACK PARKING" z° 20'PUBLIC SIGN 0 o 0 DRAINAGE / d tt V p ° 1 / ■ ° ° EASEMENT, / / II O I I � DATE 0 o : - / 0 0� / TYP. PEDESTRIAN / LOT 1 5, C'- / c� O \ , > I 42.5' STORMWATER o ' / / / / CONNECTION / 12518 SF 6' . j I I I �!� 0 6/4/2020 / 1 FACILITY o / �� GRADING I I \ \ \ ~ p\ } DRAWN BY EASEMENT / �/ / ' 0 O / / SPEED EASEMENT I \ ` \ C.GAYNER / ° o a / / 40' TRAIL R599' a.. I \x \ / \ DESIGNED BY BUFFER co LIMIT SIGN V 5/8" METER " I \k� I •• C. SHIFFLETT OHF- / 1000, OHP� o \ / • , I I I • CHECKED BY _ oo° 0 / y f I \� offI$� IIIII `\\ \I \\GT C. SHIFFLE TT 4s � PROPOSED SCALE SETBACK TREE LINE 1"=30' 0 TIMBER STEPS SPECIAL (TYP.) 8' — — — — = �v _ 0 5' REAR o \ / 2/n�k0 LOT 40 — I / _ 0 SETBACK FHA WITH V d % $ "NO 3940 SF I I j OLD LYNCHBURG ROAD o / i LOT 2 GATE VALVE 9 G PARKING" 8051 SF 8T s �' 20.E 10' PRIVATE I I STATE ROUTE 631 0 i / / / TEE s n 10 SIGN 5 DRAINAGE /�' • (VARYING R1W WIDTH) 0 i J 3' SIDE 9 V f -� - -.EASEMENT o SETBACK - k 32.5' STORMWATER 0 5' FRONT \ FACILITY o LOT 3 \ 5' SIDE / 2 5, I LOT 12 Lu SETBACK — — — — — — _ EASEMENT °o 2564 SF \ SETBACK(CTGY--112 / R25 5' FRONT I 3810 SF CD 18' ..a o `� SETBACK - r-040 NA GATE LOT 11LOT4 CG-12 LOT10 J 40 1639 SF \ -� R25� SIGN LOT 8 VALVE 9 2813 SF 2891 SF � _ J PROPOSED LOT 5 X , 3518 SF 2830 SF I IDE / / ' / r, / TREE LINE o / / 1647 SF \� /'Lpk50 , I 3 S I I / / EMERGENCY GRADING �- -� H PRESERVED ET ACCESS ACCESS oc I EASEMENT STEEP SLOPES - / / o/ . // T SIDE i V „NO PARKIN I �14' / (TYPICAL) ° o / SETBACK k0� 0 10' PRIVATE I I ' ' _ _ T— _ ��-X_ 0 / / /25 / _ e o� IGN DRAINAGE 18 / / - - - - UG �k 0 ° 5' FRONT /- G 6' S a' "NO PA KING' N 6' °r 5' FRONT P7' I EASEMENT 0 STREAMBUFFER ° SETBACK C / SIGN 5' Z 28 ' SETBACK I / - - -1 I j v ` Z cz / R401' 20' PUBLIC DRAINAGE /� , Q SPEED 60 -5 EASEMENT, TYP, t8' q > LIMIT SIGN / / SIGH ` I ; ; 1$' ; (3) REMOVAEL / / w oO ° r (2) PARALLEL . �ISTANCE 5' , / BOLLARDS ^ ° /� \ PARKING ARV �' / EASEMENT \ ° 01 r �KNO� / / L.L - w SPACES FOR 5' FRONT 6 �+ R2�"; - + / ) I LOTS 4 AND 5 GG l SETBACK PLANTING �! — - 1 / O Q // / x0 CG-9 3' SIDE STRIP {225 - w J_ •//" ' LOT 6 �� G, (TYP.) SETBACK - _ _ _ _ _ _ PRIVATE J I m 14873 SF / R218' 3' SIDE PUBLIC. ALLEY c I } J 5' FRONT �� 8 6" CURB STpA: ACCESS : I c / w v / SETBACK EASEM N PROPOSED I I /i / (8) 6" RISERS WITH8, TREE LINE �� W "NO PARKING" SIGN NTERIOR HANDRAIL I ' _ Z RESIDUE #1 935805 SF �l 6' PLANTING %O 5 10' PRIVATE / I V "NO PARKING" 8 - - _ I \ - - - - ' — - p STRIP / s �J 8" CLASS 52 DIP 5' REAR DRAINAGE GARAGE �' SIGN 18.' . 20' 18' BUMPER `' — — — --uGP— — —uGP O WATER LINE SETBACK /(TYPO D + o �/� EASEMENT 3'SIDE z �t----------- W 5 d \VO�Q 7 LOT 7 SETBACK „ BLOCKS (TYP.) i I-- — — w— — — • — — w— — — — — w— — — BLO _ CONCRETE a' O�x� / e I WITH RISERS 10 / I WHIRTONDRIVE w — J \ SIDEWALK 13145 SF 10' �a. NP� 3 Opp a . LOTi14 HANDRAIL07.66' CONCRETE PAD - y I — — — — — T s /" 1825�SF FO(2 TRASH CANS -- � °' / • I I CONDO #1 I // / / 5' REAR: �\ O \ R399' "NO PARKING" SIGN LOT 15 5' FRONT SETBA K DRAINAGE 10' PRIVATE I - \ OG FHA WITH / 1606 SF` oo I SETBACK EASEMENT N +- :`III I DE I'X8" TEE 5 / 5 STAIRS. REFER. j\\ �\ \\ 28' 6 GATE VALVE c 28 —yy 5 FRO T N I ' 3' SIDE L— (5) 6" RISERS W O K T ARCH. PLANS :: � � � � ` I O v SETBACK "NO PARKING" FOR DETAILS. 1� ti b 5 ITH ---_ . / 16 SIGN z HAND 5•, 22' LOT'RAIL C 5SET 1606�SFREAR 50, CONCRETE PAD /i P.). �• .� f I 20' PRIVATE I I IFOR TggSH CAJ�S ACCESS LOT 17 49.88' L EASEMENT 1606ISF C RAMP WITH n O l- SION I- I - 0 0 HANDRAIL 6 in i 6' PLANTING OPEN SPACE 40' + � 5 REpR 36896 SF LOT 18 " u STRIP CONDO #3 r I 5' CONCRE E 3' SIDE 1 l RETAINING 40 SETBACK S TE•::. 2336 SF i SIDEWALK SETBACKI g; I 1.5" METER UBjQUT c _ Ioe No. R25' NG" I < PLAY FIELD. 5' "NO PAR 2"X1" CRO c SCALE 1"-30' n� 40919 CG-12 3' SIDE ,SIGN o REFER TO (NP') SETBACK 5 LANDSCAPE PLAN I < ° \ 2 I �l 28 RET INING \ FOR DETAILS. z r , .., I� — J JI s ' _\ 0 30' 60' WALL \ , SHEET NO. OAD FRONT LOT 24 \ I + "" 4L89241S3 I I i C4.03NAME SIGN 5KEY PLAN le—SETBACK3120 SF L - - E Rm SCALE 1 "=30' i� . STRE 30' 60, 00° °' KEY PLAN Owl 0 / i BIORETENTION 1 ,I k ° / 403 LF CLASS B TYPE 1 PRIMITIVy TRAIL. APPROX. LOCATION OF MULCH / TRAIL. ROUTE TO BE FIELD LRIATED / TO ACHIEVE RECOMMEIWIED SLOPES AND TO AVOID EXISTING TREES LARGEfjYTHAN 8" CALIPER/•/may/ k k 04, FUTURE TRAIL ° ° / �� YY Y `' .Y�` \ CONNECTIONS ° / � o 10- PUBLIC ACCESS � o ° Now / EASEMENTS o °°°°° °I ' 00 1 000rN ' STORMWATER FACILITY TYPE III nQ yFL• O ' ACCESS & 20' PUBLIC BARRICADE iQa o 0DRAINAGE EASEMENT o 0000 o ° STORMWATER 0 ER FACILITY EASEMENT BLOW -OFF ASSEMBLY; 0 0 t)FF� STUB OUT FOR 0 ��p� 00 wp FUTURE PHASES 8"X8" 'o ° 'V�� TEE o — / 5 / I 20' ACSA SPN / EASEMENT / RESIDUE #1 1 � / 935805 SF W 4 ■LU 1, ILu 1r 1C) 75 IQ IRY SEW: I I' ■ 0 I I Ir I 3 o II I i I I / s I Ir j I ° L I O °� / SPN Iw ,I / 1 z Y O I ° 1J F I ( 0 ° SPN 2 ° /\1� 0 I 20' ACSA C L EASEMENT G ° PRI VA TE 20'SA NI TA R Y SE WER o EASEMENT s94, ♦ INSET ` D.B. 2984 p. 688 LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT \ / LOT 4 °✓/ - /" d � CG-12 ATE LOT 10 LOT 11 1639 SF \ � R25� SIGN LOT 8TOP LOT 9 2813 SF 2891 SF %•��pLTN � PROPOSED LOT 5 28' , 3518 SF 2830 SF I / / • F �y TREE LINE / 1647 SF,,� III 3' SIDE I �• I� ; ETBAC PRESERVED 20 r \ C t N T W. �y STEEP SLOPES \ I LF LET a• (TYPIC)L) o ° / T SIDE ; > "NO PARKI I �14'r i o % SETBACK \ k0- a o� 10' PRIVATE j • (,. • �?,6 IGN DRAINAGE 18. / �'o Lic. N . SIJf! 4� V FRONT (}G 6 5 "NO PA KING' N o 28, 6' 5' 5' FRONT 2T I EASEMENT / / 0 9/10/2020 0v f AM BUFFER- o SETBACK / SIGN 5' Z SETBACK I` R401' 20' PUBLIC DRAINAGE \ I I I / ',�� S�ONAL ��.�'�• O 's EASEMENT TYP. j/ SPEED ti5 6 / LIMIT SIGN �ISTAINCE 5' `, I '' / / (2) PARALLEL PARKING / EASEMENT \ 0 61 / o \ SPACES FOR ARV 5' FRONT PLANTING R25' — J / ¢ o J I LOTS 4 AND 5 G SETBACK x0 CG-9 T SIDE STRIP R26 ' LOT6 /�o / (TYP.) SETBACK PRIVATE _ E 14873 SF G / R218' 3' SIDE PUBLIC:. � W 'N 3 5' FRONT o�� / 8 6" CURB s.' S) A ACCETS :: I ALLEY ¢ a T 3 SETBACK ° EASE MEN ' '• p a a PROPOSED w O m ..NO PARKING" SIGN / (8) 6" RISERS WITH 8, TREE LINE a J z 6' PLANTING ® O 5 10' PRIVATE / INTERIOR I HANDRAIL 8• > o N ° J h GARAGE "NO PARKING" aCL STRIP ° ra 8" CLASS 52 DIP 5' REAR DRAINAGE (( SIGN 18 ' 20' 18" B MPER z ° "' CL 5 ° ° p�p�ti 7 WATER LINE SETBACK EASEMENT 3' SIDE'TMP-) z �� ~ .� x v GG B OCKS (TYP.) 3 0 V) Q Un CONCRETE Q�ti LOT 7 SETBACK — I 10. ai °- p p (6) 6" RISERS �. o R SIDEWALK ,,Ztt 13145 SF WITH {g� ' 10' � x z 2 CG-12 ��/h / / I HANDRAIL " �P.) F U ¢ N (TYP) XOO / LOT114 107.66' CONCRETE PAD, o N j ° l 1825 SF FOR TRASH CANS : v v w O r p 4 / ro OFIR T 1 5' REAR: 10' PRIVATE o w 2 R399' y "NO PARKING" SIGN LOT 15 I SETBA K ' GG FHA WITH / I o I SETBACK DRAINAGE o =O \ 1606 SFI o EASEMENT U 6' GATE VALVE / `° / 28 5 FRONT a STAIRS. REFER' 28' \ 3' SIDE K TO ARCH. F?LANT SETBACK "NO PARKING" :OR DETAILS a `h 5 / SIGN 5 D (5) 6„ RISERS WITH O W o j 5^. 22' LOT 16 z HANDRAIL x � 5' REAR 16061 SF i 0 CC# 12 y� / SETBACK 50• ICONCfETE PAD 0 W yP.)y k�• !� 5 / I 20' PRIVATE I FOR TRASH CAN 0 ACCESS I LOT 17 49.88' I F V , , STOFj Y• `, EASEMENT 1606ISF C RAMP WITH o N 01 6 SIGN IY I I o, I HANDRAIL I > w o $ ` ,YYk OPEN SPACE I 40 n 6' PLANTING ZSP Y \kk ,` kk k y 5' o 5' REAR 36896 SF LOT 18 Nt STRIP x ¢ o \ = Y I I I 5' CONCRE E CONDO #3 a p\ SETBACK 10.45' SIDE' ' : 2336 SF I RETAINING 40 I z O , > N 5• ',,; 3' SIDE I I SIDEWALK, \ S TBACK 0 R25' r Co 9 ° I SETBACKI I 6a i 1.5"METER WALL STU UT ^;:.:.; � t/� DATE CG-12 �•, T SIDE REFER TO 5 :I "NO PAR` N ii 2„X1„ C PLAY FIELD.Rp > j 2 O 61412020 SETBACK b . LANDSCAPE PLAN — DRAWN BY \1 RET INING \ \ r z I c ° C WALL FOR DETAILS. ROAD \�5' FRONT 31020 SF / \ I o r: _ L T 13 C. GAYNER NAME SIGN _J' MAINT NANCE a. 8"X2" ,. :. "NO PARKING" SETBACK / \ EASEMENT TEE 48924 S RETAINING WALLS (TYP.). FHA WITH DESIGNED BY REFER TO LANDSCAPE LOTI19 I GATE VALV 10 PRIVATE CROSS • STORMWATER r� roo 6. 5 PLAN FOR DETAILS. (TYP.) 2336ISF DRAINAGE I C. SHIFFLETT EASEMENT • FACILITY EASEMENT \ LOT 25 AC EST EAS ENT MP WITH 6' PLANTING N / 20' PUBLIC I 6' CONDO #4 • CHECKED BY 1560 SF LOT 20 HANDRAIL STRIP (TYP.) , DRAINAGE 1606ISF SAN SPEED 2 � EASEMENT 5•.(ZE,gR a • C SHIFFLETT LIMIT SIGN 5 ` 30T 26 57 SF i c • SCALE 42 LOT 21 j / p 1606 SF " I M• I ,.=30' 5, I 5. LOT 27 \ I CONCRETE PAD 5/8" METE o 1357 SF 5/8" METEIR (TYP.) (6) 6" RISERS WITH 1 FOR RASH CANS • (TYPO 5 HANDRAIL STAIRS REFER SETBACK ARV 5 TO ARCH. .LiaNS a "NO PARKING" \ LOT 22 FOR DETAIL$ / • ::':• /LOT28 5'FRONT SIGN k` LOTlutif SF / \ 1606 SF� t SETBACK TYPE III \ �Z / ;R5tAl NG "NO PAARKING" 18 20' 18.' •. BARRICADE / CONDO #2 5 2 ' PARALL L, ::. •: i uj LOT 2 V1hI L'$ SIGN _ \a 1695 SF ° LOTI23 PARKING SPACES FO ( n 0 5' FRONT 18251SF �o OT$ 13-23 AND LOT 3$:. 0 1 BLOW -OFF ASSEMBLY; 8"X8" TEE �, TBA jK — — PRIVATE S REAR' STUB OUT FOR /'/ LOT 30 T SIDE I ACCESSWAY CONCRETE PAD: 10 SETBACK 5 :FOR'TRASH CANS Q J FUTURE PHASES 28 GV � s 31 1358 SF R15' 25 i 2 HANDRAIL. SEE; . - (6) 6" RISERS WITH LOT 31 1 A1yDSCAPE PLAN I HANDRAIL PROPO, D t: 18• , 1355 SF F. 13:�ETAiLS: {.1Y; ° V SPEED LIMIT SIGN (3) RISERS WITH 5 BEAR BOUNbARY 3' SIDE so 0 3' R15' ANDRAI E: :ACK TB / LOT 32 ETBACK I 5 20' PUBLIC DRAINAGE ETBACK i FHA WITH k . 6' EASEMENT, TYP. ' ' GATE VALVE 1511 SF w BUMPER 0 a B�OCKS (TYP.) Z CG-9 (TYP.) / // I 8 c ` Q (2) PARALLEL PARKING/3621' ETAINING } O6 SF IDE8 tYPE III ` a SPACES FOR LOTS 25-32 WALL 5 1 5 3 S / RICADF� C \ �'x MAINTENANCE SETBAC R5' G S FRONT �O / LOT 33 EASEMENT 28 \ SETBACK APE 5' 65.16°' BLtadV-OFF a - w EASEMENT N \. 3616 SSIGHT o CG-12 SIGN 1�SSEMBLY' LL 32 \ ` `' R20pp' , 25' STUB OOR O z \ DISTANCE O 1D' FUT PHASES w J R2' , e GRADING LOT 39 "NO \ EASEMENT CG-12 %� m \ 10537 SF PARKING" ..NO 28' EASEMENT W Q SIGN PARKING"R30'LL \ (1) PARALLEL 6' �' JA v O oZf �y SIGN STOP p /' / PARKING 0- SIGN SIGN 16'Lu SPACE FOR A(i C 16' R30' /- z LOTS 37-38 �7C�\s �4 > R3' C) O \ T SIDU0 SA 5' s / / W O \ SETBACK / �'�� 33 R25' 2' 5' MIN. 1 5' 34 1 . 14+� 0030' / S FRONT PROPOSED I J SETBACK TREE LINE \ Q 5 CG-12 LOT 38 6 IOF 100 PROPOSED LOT 37 / 6' PLANTING GV O TREE LINE 2195 SF ANON STRIP � TEE11 ` A BREAK Lf EL SETBACK �' s INN 40 5' SIDE 5' FRONT R198.05' LOT 35 M NE- SETBACK 8" CLASS 52 FHA WITH 10755 SF 0 DIP WATER GATE VALVE \ \ 0-00 / LINE LOT 36 \ \ 19647 SF \ PEDESTRIAN O CONNECATIIOONN \ \ 5' EAR SETBACK \ 5' SIDE PRESERVED SETBACK STEEP SLOPES \ ' S DE ® (TYPICAL) ` — SETBACK / Ioe No. ` \ PROPOSED �— mm LINE 40919 NE UTURE ET SHEET NO. ` _ � co IONs C4.04 L O I 1 1 • 0 WA . -440 Clem o I • O .(i / 1 CLINT W. �Z / 1 00 1 �.�� 2S FFLET a, A�Lie. N . S13it!911012020 4; — — — SCALE 1'=100' I \ \ \ l J I ° -° _ -/o - — �— — ,,�o ..' O 1Al �G�' ° -- - �..�, , ----- DLYNCHBURG ROAD 0 100' 200' BLOCK 2 --OL-STATEROUTE631 aP---------- w NGRW WFDTH) =-_ ( --_ solow I o o \o I I =G� O H- 0 OHP� 0 p - o \ /0 0 t 0 ° VDOT-SIGHT OPTp CE o MANAGED/CUNE- o O 3 `m^ mvccLj° 0 1/ o STEEP TES � EK`=tP ( SLOPES rPL�GOI►P_—SET S r- .i.E ASEM0 Er No\T'. Ir,.cO \ /cO IIO I1I //i � —r/� -1, //I%I I ,lam/II I I�\�CV �\\ \ ��'yU 7\(\! e/ I I ` ry I\ I iJrO �i/��/i —\ \—`/ � �\/ / �j\'-/ h \ii O 1u/ v o// //��v \Ci•�\�—s /c " —AI� O �_i '^ �1 Y�\G/�_ �/ —%� �C/iSi-/ ` O //w�/ \// —\\, 0%� /U i o O / /t/ lU/I GJC�\_—�0i \ LLiG-�\❑� y'I�Iq_� `'0%v�"4oI \>G_ 1C 1 `I Q�/�C— I \// C�/ I �^\ 1\/Iyu /� //\/�\4 / / 1 _ vG 1 `I i%Iv-�/-�V_�❑� �n ¢ -_ u`G /2ne l ' \\\ Jj \ � • • O>•ao o -6Hw 0°°\ (PC) LOCK 9 W—o °r ° \ °CK 11CL ° x ° °oOO.0 —bK20wOi) ° � Lu ° 0 \ SAN 0 — 0 /o/BLOCK 10Q�00 o ooP�0 °/0oaSAN 0 \ N ° 1 °o 0 O °`aLu o Lu o OCK 8 % H\ 0 Pj° Z o OHP— o 11� D AZUTE 0 0 ° — 614120 2 0 oD D O DRAWN BY C. 11_ E0 ° -BLo 0 °° °o 0 00 0 0 0 o o 0 0 0 u DESIGNED BY z Y 00 C. SHIFFLETT J o 0%� CHECKED BY o o IRtVE' W— Lio / ° SCALE h C. SHIFFLETT AIJU oc ACK3 1"-100' BLO4Lo ADULOCK A u �I A° ° SPN Oo 11 � ° Lu A u ° \13`CL J o °I/ 0BLOCK 00 ADU°° \ 6 / 0TRYPRIVATE20'SANIGT o SEWER EASEMENT F° \ BLOCK 0� ° DB2984 p688 \v.\ vSLOPES o TYPICAL) � ISO 4 QBLOCK Lu Ij Lu ° ° _z\\ Lu L _ \ ° 20'SANITARY o O 06 EXSAN.M7 WER EASEMENT > LL B. 2984 p688 -o = (WATERTIGHT) VFPFR a / w o TOP =398.1 0Ito99P80 0 0 �n ^ 0 0 %0=391.7 ° iWATERIGHT/UEN7 _ // O\ 0 0 N�l o TOP = 396.1 tl` iL9=dD� 4/ -TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY W AFFORDABLE MARKET RATE LAND USE DENREQUIREDSITY RANGE DENSITY o AREA DWELLING UNIT NUMBER OF LOTS 0 QBLOCK PROVIDED DWEL°\ °DESIGNATION UNITS/ACRE) (AC.) RANGE REQUIRED PROVIDED °(UNITS/ACRE) PROVIDED (ADU) PROVIDED ° ° y / GREEN SPACE & 1 0 8.0 0 0 0 0 ° u ,BUFFER o \2 0 0 1.4 0 0 0 0 UGT cl UGT°°` � 3 -6 2.1 1.5 4-12 3 0 4 0NEIGHBORHOOD \0DENSITY \ / O 3-6 1.3 .5-14 2 0 3 0il `p/ 7URBAN DENSITY \0°\ O 618 3.4 60-127 44 0 28 o oA 5 RESIDENTIAL 5 .> OVILLAGE gXSANMH25 0 � (WATERTIGHT) o 0 6 0-28 0 1.1 0-31 0 0 0 NEIGHBORHOOD 7 0-18 0 0.6 0-12 0 0 2 o GL=389.O�� vyMIXED USE oTOPo0 0 10=498NEIGHBORHOOD 8 0-18 0 1.0 0-17 0 0 2 o Cl I° of PLACES 1 0 ° 9 0-34 0 1.8 0-61 0 0 0 ° — g 10 4 0 1.8 11-62 0 0 0 \00 \ d�l I / I �/� / �\ \ 0\ \ \ Iy�` \ \ Toe N0. 6 3 i� y L/_ �j \ \ UGr \ \ fi URBAN DENSITY 11 I / / \> \> � \ � \ _ - 40919 6-34 0 5A 20-182 0 0 0 MIXED USE 0 o / I°�-\\ \ 7 LT \ \ 12 6-34 0 3.0 13-102 0 0 0 ° / I ll / / `\\ ——UGT - —UGT--- / J / ( \�❑ �\ UGT \\ / — � \ SHEET NO. TOTAL 34.0 150-450 49 0 39 `( IY6 ii / % "" i C4.05 o ------ 0-- ------------ r - - - - -�C•ty - - -- - - _ _ _ -------------- --- o BLOCK 2 OLD LYNCHBURG ROAD � -- - o J' � -- � 'r CUNT W. 7 � -------110.02'R/W---------- ---- -p - - - - - �, STATE ROUTE631 _- - - _ly - - - --- ARYlNG ----_-_-_ - - - R�WlDTH� / ---- - • ------------��_----- SCALE 1 "=100' \ \ \ I 0 / o \\ / - _ _ _ _ - ONP- _ HP G • \ ° �� / �_�eA�w - - - - O" I - _ �� 0:1 Al Jj o / o Lam\ i -- �O \ �##$wto,, 0 100, 260'MC/[_H~jON �o �VDOT-SIGHT 0 / 0 \ MANAGED DISTANCE ° // / �_ �,�f CL/NE �ONP�,.� / o of 0 / ° \ STEEP SLOPES EASEMENT / i _ �. _ --__ n°ii U \ \ \ \ / (TYPICAL) // �� BLOCK 9 �.' N c °°° i \ °° \\ �� / °°0 ',' , D"^ BLOCK 11 I �Z w ' E v E Lu / `� - / °°� ��/�� BLOCK 12 , oLL o w° ° \ I \� w 0 ° O l °° \ / / / �� / f �p � Q� J U a0 z / o A �p / A w Lei O / 0 0 \ 0 �P /o / �> oo+ P 0 0 \ / ° ° /OQ p��0� // / /o o \-� / o e�e��P �� // / BLOCK 10 a�Nx nI 0 � aLLJ ° \ ° J ° 0o i o /D/ / CLASS B TYPE 2 C 0 O 1` :� Ln u> O W ° N ° / ' ° BLOCK 2 ° PEDESTRIAN TRAIL _ _ \ ' *� F ¢ N Lu 0 0 l7 0 13 L ° \ I p `�L \ ° /10 v \o 0 ° ° O °// K V ° °0 /0 /00 IT=TER�L�B1NE- -r-- -- - - - - 0/0 I(09I'� u / ON dw - OHO _ /� / O ` \ J 0 > _ PARK ' � � O \ L/ �j �, M I � `� �- 4, T o (3940 SF)Lu � o °-)° ° �- o o III \ o �o 0 vw 0 0 0 PEDEL-1 z00 o0 0 0 ~ DATE T($F) j 00 V /61412020EOG0DSN)0 (3A80 FDRAWN BY U C. GAYNER ° I o�y / c n ° ( I I BLOCK 1 V' �� 'K l� �a 's 's I ' / 1 DESIGNED BY -0 F " BLOCK 3 C -f l l l II 1 1 \J\J \� � / / , �T \ \\ /r /I '' 1 V • C. SHIFFLETf \ ��/ J ° z CHECKED BY % c PARK / N ° ) O �zV �� \[ UGT -g�� - =/� I • C. SHIFFLETT •� SCALE o °i /LASS B TYPE 1 � B L 1 _4 PRIMITIVE TRAIL y I\ ° � � \ ,,`� I I (404 LF) i"-iOD' PLAY FIELD ° 06 Y aII 6 \ ` / I / j �!1 / A� I /I �� /� \ /� ^\(\\\\\\ l/1 % ��//�(��/ �1 \ \ v�\ • • I \ o o OT LOT , / j ^\ y �G 1866 SF t 1 ° y \, \ ► ( �� \ PRIV/BLOCKIRY BLOCK 4 )r ` 0 �%7 - / GI/ \\ W ° �� CL °( ��` DBWL PRESS�EEP \ PARK \ \�� / �% \� \ \ \9v\ q SLOPES 1855 SF) / rr lO� Q / ��% G \ \� TYPICAL) ON PARK I / r� `/ V / t/ \ \\ / J 0 / \\ VJ IN % (1146 SF)\\ U - G� s <\p 0° / \\ \\°�SAN� _ �° '`(STATE) BLOCK 7 - � � �-� 1/^ /w�\`'��' [�=7 '� fl� \ '/ \\ . $�4 o ° COMMUNITY \ ° - p GARDEN ° o (985 SF)DO'� `I ° ` `` �o 0 TRA \Gc°4s' " `•s$ �/\ / / �\ \� 1 1 c \\N \ m$ o \_ a ESTRI/ / q , \ Z \ \ ° 0�\0 � N( CTI <R0/105E! E I/ /O / J Lu ri z,0 J° 20'SAN/ARP wo ° p EXSANMFT17 WER EASEMENT / /' v (WATERTIGHT) B. 2984 p. 688 1 �Q UJ o FER 0 0 TOP =398.1 ESAUGT0 13 LB99P.80 0 0 ED QTERTIGHT VEN! °�0 0=391.7 O o ° 0\yLLJ m/ o° ° °°Y=,? ° e o 0 °0=0u 00 ° 0qQ 39 0 �\O /vv o 0 01 W° ` TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL & PATH TRAIL & PATH REC. AMENITY REC. AMENITY TOTAL GREEN TOTAL GREEN TOTAL AMENITY TOTAL AMENITY BLOCK STEEP SLOPES REQUIRED PROVIDED AMENITY AMENITY & CIVIC & CIVIC MINIMUM RECREATIONAL RECREATIONAL AMENITIES & SPACE SPACE SPACE SPACE (ACRES) (ACRES) (ACRES) REQUIRED PROVIDED SPACES REQ. SPACES PROV. AMENITIES & CIVIC SPACE CIVIC SPACE PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED ACRES ACRES (ACRES) (ACRES) REQUIRED (ACRES) (ACRES) (SF) (SF) 1 1.80 5.97 0.80 0.23 0.05 0 0.05 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 404 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 0.75 10,000 2,011 2 0.10 1.10 0.30 0.20 0.03 0 0.03 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 296 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 0.27 8,700 1,489 3 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 500 SF NEIGHBORHOOD PARK 4,090 SF PLAY FIELD 1,866 SF TOT LOT 600 LF CLASS B TYPE 2 TRAILSA 985 SF COMMUNITY GARDEN 3,080 SF GARDEN 5-8 0 0 1.38 0.12 0.03 0.11 1.07 1,140 SF PARK 0.23 1.03 10,500 23,359 SF 4,000 SF NEIGHBORHOOD SF PARK PARK OR REC. AMENITY 1,,85555 SF PARK 2,636 SF PARK 223 LF TRAIL PEDESTRIAN CONNECTIONS 500 SF NEIGHBORHOOD PARK 9-11 0 0 0 0.50 0 0.13 0 2,170 LF CLASS B TYPE 2 TRAILSB 0.63 0 22,700 0 5,000 SF RECREATIONAL AMENITY 12 0 0 0 0 0 0.15 0 6,500 SF ACTIVE USE REC. AMENITY 0.15 0 6,500 0 TOTAL 1.90 7.07 2.48 1.05 0.11 0.39 1.15 10.41 2.05 58,400 26,859 THREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8. FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11. ii SPACE REQUIREMENT IS CUMULATIVE AND MAYBE PROVIDED USING NOT MORE THAN 6 S NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS. QD ° o Lu LJG \ E n � � �, - � � �I Oi�,>o / � --, III ikl�a UG J ,UGT - - - -UGr= NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. ,O V / JOB NO. 40919 SHEET NO. C4.06 L %%%!tNLTN p��0 1 1 I I I �`VA�' Fritz ti CLINT W. SJ/yS F50, LET a� Lie. NIJee ,�y4 • i 1> i �I i > i > > / . . i / / C\P� • 911012020 �V \ > / -I / ' / , ' , /' I ' / / SCALE 1"=30' ZG,ts I I ,, r �/' I - - — — — — — — — — — - /'' /' / - ' - ' ' / /; / ; : - -, ' ' / " ' " - _ _- ' / /' / ' / / /' /' / / /' ' I 0 30' 60' ,��44 4444% - - - - - - - - - - - KEY PLAN �o T LI I I / _______ -___.. __-------------------------------------- __ - — — - - _ ------- - o1/--- - - - - - — - ��/ W -- ------ 2 _ W G ----- ----- ------ -- -- -- W \ / /' / / —� / / ' / f / I / 1 \ \ \ \ ---------- -- -- w _ -Lri O ---_—_______- -- ---- / I I I / I - _ , - c / I 1 \ \ 1 ____-___ - \ — - - r — / - r - - - ___ - \ 110.02' I -\--------1--- --�--- l C h 1 ---- - -------------- Lu If \ _______________ ___- _ - - - - A 00 \ OUTLET PROTECTION \ \ \ \ \ ------ - 506 \ \ \ -- EC3.02_ ---- --_ - _ _ ------ -- _ - \ \ SHEET J _ _ \ . 510 p ------------ \ _ 1 _ 508 — ' , ' i r r _ — — — — — — __-qj — _ I Y' ' • — — — — — — — — _ _ — — —` \ — — _ — — _ _ x VLu 1 9FkT/__------'p6r° AHP— 6H'-'� OHE icy ' - - -� avy" ' = „` / %ELEe c(TV L O/ypmay/ / /'SO4 497 a68 p9� _--' // /' / /' /' /' _ I Y /' ' /' / "1 ,-------- __-_ _ _ — __ _____ > W o 'ELECTRIC rN 509 _ _ . / / - - / / / I l DATE TELE. & TV LINESi / / / r Q , - �, ' / ' , ' — - - I / / 1 ` _/ 510.4 ' ' 6/4/2020 0 �y 20 PUBLIC DRAINAGE , / , , -I / / , / i / O / / / / / ( / / / / / / / ' I W- OH EASEMENT,TYP. T - ,' / o i / __- > _ ► DRAWN BY / ( / / OHP� / l� / / / bO lr C. GAYNER / _ / / , / o / HP� / / \ / / \ I / / • DESIGNED BY /' / / / / i / i , / , / / / / / / / OHA — / 172 _ rn - , / oo� — / \ \ \ I \ NP/ C. SHIFFLETT /' /'� /' / a c� / _� ' �- / ' / _ _ � � � I / , , / • CHECKED BY , ' / 69 / ' ' _ - _ _ o N p/' / • C. SHIFFLE7T / // ' / SCALE / / ,' ,' / / r / m of Q I �i9 . / /ii '/i / //// Lu N rn Ai9j IN,CR CD \ \ \ \ \ \ l \ 169 ` \ o ' - - -PARCEL 7600-00-V0=051A � . SOUTHWOOD ARLOTTESVILL LC NEIGH_BORHO MODEL DIST I //l//il / / I / \\� I— Z DB. 4 06 PG. 198 I / \ \ \ \ \ \ - - - - -- I \ \ ----------' I'll ' \\\ `,I„I _ ------ / III \ / \\` j w __--------- / ,� u.i V \ \ \ \ \ \ \ \ - - - 20' PUBLIC DRAINAGE ' ` ` \ — — — — — \ / I \ ` \ \ - - - - - - - EASEMENT, TYP. ( / / \ \ _ _ — \ 162 .20'PUBLICDRAINAGE \ \ _ _,_ _------ /-------'"- '' ——/+49�. �— 1� a i 158 \ \ \ \ \ 6 \ \ ` \ 10' - EASEMENT, TYP. \ `\ -- - - ' I ._ _ - - - - - ,� \ \ � .J < C,,x) 490 , . ' O 475 163 00 O'ACSA-- - - - -- v ._.,.,a, _co �� Q✓ 167 1 'EASEMENT �o -P� �/ SAN 601 - - - -- - --- _-- - - - - -- \---- - - - - -- u 161 '�tSAN 492 - 600 C2 --- - - - - -- -- / ,----- - - -- 61 0 / 200.60' _ \ i SAN vo SA s arnl _--------/ —/ " 159 0 - --� _--- 5294 86� - ' 108.05 J I r-I 31 /\\ / \ \ O vq F 5 ' \ - - 0.8 / _ � i 1 164 GRADING ` — \ — — — — - _ _ / \ — J` EASEMENT\`\ �l \r— — — -�4 — —==� // //�� ` `\ 489.5 \\ REFER O SHEET 3 O 488.8� ' i ----------- r _ /- / N H�RIc�ONDRI --- __ _ ___------ I Ir \� \ ` / I 1 / C9 STR�I CTION PPASING. I / - - - - -� /q — l JOB NO. L_J l''- %�'� / /'-- I I - \ \� \ 40919 N SHEET NO. I\ \ \\_ \ \I\`�—__-- — — �. — �'� I �\�\ \ — — /�''� /��\ / ' /'I __� \\� H _ L��J �\ _ // / \ `\\ \\ `_J // I� C4.07 L / / / / / / / / 432. 4 psi•• F�• CLINT W. Z: EV _-' ,- ` • Lie. N S41 4 SCALE 1 "=30' 0 30' 60' ' / _ I / I >I 1 ` I I \ \ I I I I ' I , r1� ••/, �OAAL �- �•1�� loe, / / / / / / I I/ / / / / / M E KEY PLAN o It it / / Lu I — o 3 A. I / u.�/ --- ---- ---- - -------------- - _ __ I �----.___1__ \ \ I I I 1 I \ --\ ------ ---- I -i \ \ z F V /ri / / / \ !-- 4- ---------------i--------\ \ 1 \ 11 11 \ \ \ \ \ \ Q v LLJ / / -- --t--/ \ \ \ \ \ \ \ \ \ ` - o w / / 1 1 \ \ \ \ \ \ \ �---- -� ----- -�- \ \ \ . rn Lu -176 17 L1-- 1 T '' -� HT �~ O / / ' - - 1 / / I P �� _ _ i _ - c _` / / IJ.H �LEC U / _ - _ - I- / / / / / / �/` i , ', 6HP� �—� oHe -, _ -_ _ _ - _ ayv - ' _ -ILL &TVL/NES W VtY LT / i i ' / / - _ i �` _ _ r�� / L6 T� — O O. OH u-j /`� / / /- / OHP— _ I l l / / / / / b1,�NA@tD/STE,EP ' / _ / i i ' _ - ' / _ _ / \ i / /' / OHP— / / / / i i / / i _ - /' ,' / // // ' ' 111 �- i OHP— / /'� I 1 OHP—/ / '/ / / SLOPES // // / ,// ////// / / / // // /'/ /' O 6HP— � � ) / / / / / / _-H.-ELECTRIC P- I , / / - �'� -- / I I , / / / / / �' / / / / / ' O / ♦ TELE. & TVL/NEBi w ry 91fiELECTR/C40 / / ♦I , / ,' /' / ' / / i' i 1 / / / / / / / / / / ' / / / / / / / / 2 Q O /' / // , // // // / // // // Q t] �I , / / / �' / / �' �_______ l l l 1 / / / / / / / / / / / / / / ' / ' / / / / / , Oi / / / / / / / Z I♦f // �' /� // / _ /' l l l I l l / l / // / /' ,' ,' / , ,',/ / ,/ ,' ,/ / / / / / / / ,' to DATE ///� 61412020 — 450" � / l / r I l / / / / / DRAWN BY C.GAYNER / I I I ( 1 \O ( / / / / / / / / / / / / / / / / / / / / � / ' • DESIGNED BY lool / %\ \\\\\ \\ \\\ \ \ /,' / � // � �'' / �-----__-- I_-___- '', _' --_,-\ --/ / / ! 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SEE - - - J / ' ROAD PROFILE ON _ - E�GFlLEON _ _ _ - - - _ \ ' ' \ ' j 1 \ SHED T C8.0�\ \ LOSATION OF OD-1. 156 \ 4" PVC V DRAIN } I '- P GRADING - - 1/ REFER O SHEET 3�0 5 - SHEET C8 - - _ - NEAREST STORY / / I 488.8 - - - - - - - - _ - _ - - - - ' / \ \ / EASEMENT - ---/ 160 _ _ - - L / NE1� HORIZON DRI i�\ - _ _ _ _ -I STRUCTURE, SE4 / 26-° / / - _ _ \ � �, ,�j 1 0 , / CgNST I�TION PPASING. / y---------------- r - ' �F\ r�\ \ \ \ -�j ROADPR6FILEON rI� lr/ / J / S EET C8.01 /�-- / �\ \ \� \ Gj \\j \ I� \\ 1 1 11 / \\ BEECH/ // r�''/ �- _ - _ 1, ` \ \ 1 ( / f � / \ , \ \J \ \ , , I 11 I / ,'��'--------- 41 / c HP I l - ' - - - - - \1 / / 1 ( _ _ _ _. _ � I I \ � - _ _ _ _ _ - _ _ _ _ JOB N0. 5 NOFCD-1. / / /' �J _ _ _'_ ! /� �� I r I I I I / �I -� _-- ��N' I I I\___ -- ___ __ __-_---_-_------ 9 0DRAIN TOI ` / / - _ _------' \ / // �\ rigT I 1'` - / �. \-----------\ -- - - - - - - - - 7L 40919 TSTORM I ,/ / _ _ _ / / //� I --- - ---- ----- --------------- - _ / `- 11 URE. SEE \ / - - - - - - - - i _ _N \ / �- Si UGP— - y !1 UGP UGP UGP - - - - - - SHEET NO. 0 I I \/ _ _ - _ y , '` // �L UGT i\—tom= IL- _ 1--Z _ UGP— — r� _ = UGT —r — — �176_ — _ — UGT= DG7— - —. - C4.O0 "'FILE ON \ / - - - - _ _ _ �/ 67/ UGT -� uGT = — _ _ _ _ —uGP-- UGF=— - - - L � C,��NrrarOrp•° OUTLET PROTECTION / STF�UC SE \_ — — — — OP5SEE SHEET o I ROAD 30z148416.4 'oSHEEETC8.Ql.. oil? CLINT W. T \150 �;dLlS FLE /o -445 • Za.i LieN S13f! 4do F� o , A O 9/10/2020 � / , / / / / / , / / / / / v �— � ' • G �. . / / , ' , - ' 20' PUBLIC DRAINAGE - - - L / / / / / // 11 11 ! l l o/ l 1 / r l / / /j �O o / / / / / / / , / / • o / // / / / / / / c� I s • 111/9 ' ,/// / ' / / / ' / / ' ` gs8., ••r�01A1ir.•�. 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SHEET C8.02. �d �40 EASEMENT l 414.1 o — 32.5' STORMWATER \\\ \\ (Lu FACILITY � -------- EASEMENT, 13-4 - - - - LOCATION OF CD-2. 218 — 4" PVC TO DRAIN TO �„ NEAREST STORM / / -- 1 r 1 \ \ ` \ \ STRUCTURE. SEE 449 h� ^' 1 I I \ \ \ \ \ \ ROAD PROFILE ON - - - b b' c I GRADING _ _ _ _ SHEET C8.03. - - - / I I 5 I EASEMENT - ! 1ieAPLE PRESERVED / / / - - / r i I �I \ "` ,'+1 - -OGT, j \1 iUOT� �_ /N \1 /iG� \1 / ST�EP S�L�YPES � �/ 1 / , (PYPIPAI,) / o/ / i �/ / / 09 \ 10' PRIVATE ' / - - - - - ' ' I I 1 / / o ' / ♦ ' •� / / 23 / / / r /454.�k F CD-1. / / / r / / / , / / 439 214 d a — EASEMENT i / ' / / I I v' / / / ' / ` Q INTO � STORM / /<�`� / , / ' / / 09 . / E. SEE ' / N ( / b / / / / J / / 20' PUBLIC DRAINAGE _ _ _ Lu ILE ON ' / a / / / 208 1r EASEMENT, TYP. ' \ I I \ / /' / , ' ' Q C8.02. 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SHIFFLETT / / / / 109 / EASEMENT , ' ' ' / - - - - - \ ' O j / / ' 26. • • SCALE ,w / , / ' / / / .' ,' / ,' / \ ,' / 1"=30' / , / / / / / / / 242 / / 437 \ ,� I I h / / / 225 _ / '.� > , / LijUJ / / / / / / i / ' / ' / /' , 110 438� — } \ I / / / A51r / 436.7 Lu /s LLJ Zl 446 4 / . e. / / Ag h N RIPRAP / p / / ! � \ v d v h h � co r\ • / ' / SPLASH PAD 20',PUBLIC DRAINAGE LOCATION OF SEMENT, TYP 60 Z 0. 4" PVC TO DRAIN 0 TO NEAREST \ \ I I I I / / / / / / / / / / / / / , 414 , � / , a •4SS I / / / ' / STORM z STRUCTURE. SE w / 4 / 4 / � ROAD PROFILE � Q LJJ ON SHEET C8.03. rn Lu 77ARYSE&WER \ \ / / / ' / ' / / ' / / / / / / / 445 /(D Y \ \ \ O 1 r / ! ; / , / , / / / , I / / / / / /, / / / _ I I I / \�; 4T2 •/ Lr) d / / O Q Z m \ 1 I / / / / / / ' / I I / / / / / / / / / I / / r / DI)SST CE v'o 10' i / ' Lu / / / / / / / / / / / / / / / / en/� , '. �i� pD GRADING J / / / / ' ' / ' / I / / / / / / / / / / , a EASEMENT ! Lu Q 0 i \ \ \ \ \ / / / / / / I I ! .. 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SEE455 Jo I Z' - - - -' //�/ / / / / \ `` \ \ ROAD PROFILE ON \ \ \ \ gu _ _ - - _ 450 1 1 - / I I )\ ■ I I I 1 SHEET C8.04. of ,450` 00 00 STEE I \ \ II \ �o PRESERVED -- —\ I rSOJOB N0. - - \ EASEMENT_ ■ \ �� - _ - - - - - - ` .� \ \ : \ \ \` .\ ��- �� - - / / ' ' / '/ '/ 40919 SHEET NO. / INSET \ ° / \ L / \\ 7 TC \ 449.79' TC / 448.68" 448.62' \ SAN TS f SAN SAN SAN - 449.04' BS 449.09, / / 1-_---44534' - -- - - - - -- ` m Lo -S - - - - - - - - - - - - - - - - - - - - V B446.48' _ - TC - - _ - 448.78' - - ' TS 448:84' W / -- - i� 448.98' � - - - -_ - - _ - i 449.09' - - �449.14'\ / 449.09' - - 469.02'- B 426.0 -_ �co -_ co 30.00' - O ---- --- --- - - -- - -- --- Bs 4.00' TS _ 8- - \ _ - _ \ I _ BS 455 \ \ \ 455.02' 434.10' BS \ 52.52' TS 452.42'.-- / TS / 39.0TY - - _ _ \ \ I 451.09' ( - - - - TS BS i 451.09' I 450 449.92' / 439.10' BS 1 450.49' I TC � --_____ _____- 450.02' i BS I 452.31'- i 448.49' 4TO 51 35' I 451 71 \ TC- TS _ _ - \ \ 4�2.5T I -------- - - - - -- --BS - - \------------- / 444.00' O \ I TC 1 TC 1 447.52' 451.91' 452.03' 1 452.46'' TS - - - - SAr \ 451.09' Pi _ _ _ _ _ _ _ _ _ _ _ \ BS 452.43' / - - 444.98' - - - - / I TS 452.28' I 444.81' \ � 450,98' - SAN / AN \ - _ 442.47' - -4 4- 4y3 BS - 2.27' BW - - - - - - - - - - - - - - - - - - i 453�04' BS RETAINING WALL' _ - _ 439. 2' - / MAX HEIGHT 2.9' - _ - - - TW BW 453.67' 452.43� - - - - - - - - - - - - - - - - - - - - -------------- i SL;ALL 1"=;3U' 0 30' 60' KEY PLAN •�=•6�pLTN OF000y C,: CLINT W. ss :.mod 2 S F LET a ;-off " Lic. N s4320 4; 9/10/2020 NAL ^� E 0 N OV N � Q O > E w v E ¢ U. 0 3 wU. O `mom. Q j moo_ Z o -i -li O 00 w rn C7W N d v� 30�Q N C,R S ry Z Z 2 U Q W F N > Q vM L00 U 00 > w F I=_ O � a 0 O O x ti W 0 F w N U Q z O n DATE 0 61412020 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE 1"=30' LU (D V F� I Z li w Q rann ^� > V I..L -i Z 0� o m LU Q LL wow Q 0 J w U F-- Q C) 0 0 �T i 0 U) JOB N0. 40919 SHEET NO. C4.11 000 �, FtI f / 6 / W LINT a , / / / / , / / / •v 95F-t LET a, Lic. N • . SIJf� 9/10/2020 ,�y4� �1\ SCALE V=10' 0 0' 20' S/ / / / ' / / / , / 6� 1 E 0 / / KEY PLAN / E _ W 3 I / // ' / / / N i I / 437 o 3 w O Ju20 z pN 0 x u � In LLJ N Z � 0 Lr; U iLU o /S��p / // qr / / / / ' I 1 n I w ~ O 1 1 436 11 /l / 11 cb 0LU W -It V 0 'lied' U j DATE /// o 61412020 DRAWN BY C. GAYNER DESIGNED BY I I \ _ - - - • C.SHIFFLETT I I I I I I I I I / / \ \ \ _ / _ _ _ _ _ - _ - - I • CHECKED BY \� / _ - - _-_- - I ----___ • C.SHIFFLETT I I I I I I I I \\ \ \ \ \ \ / _ - __ / - I - - . • SCALE I I I I I I I \ �\ \ �•\ �, __--____ -_ - 1"=30' co co \cl) LU - - - 1 a -- ----- _Tw II - TW \\ BW L\ \ \ 435.72' \ \ \ d3Q I \ ` z C \\\ // Tw \433.61' \ \ \ \ �I \� \ \ \ ` \ \ \ I I w BW \431.74' \ \\ Bw _ I \ I I > V \ Ic \ I 43 sa' ` \ / I a J z pkc w I LU Q BW _\ E \ /� \ \ \ I -1 /QL ED 431.0T 1 ' 1 (P 1 TW \ \ ` ` �� \ \ \ I , W � 0 9.L 432.89' I IC ' Ic BW 0 \ \ \ // �' - _ _ \ \ I I / w V 2 / I 4 II 434.30' \ TW \ \ \ �/\ �\ I `\ `\ '� I / / Z O 1 BW I \ BW I 436.38' \ \ ` \ \ \ - - I ' U z LU W / 431.54' i 1�433.6 I ��M i \ \ O \ \ I \ \ \ \ \ II / / / Q O J / I I n // I � � /k � I4kc k Qg1 I �3ti`\ \ \\ I I 1/ //I LU U Q Tw ` / I / I I w 433/49' / L Tw I I / / I RETAINING WA�/L ' Q 435,54' 438.46' \ / iHEIGHT=4.1,-. RETAINING WALL ' MAX HEIGHT =,3.1' AINING WALL MAX HEIGHT = 3' 38.97' / / \ A3I / a 0.87' ' 445.24' TW '/ 1/ , 451.5d / D r - RETAINING WALL / / 1 \ \ j RETAINING3 WALL / / TW / ITuv ®w z O \\I I , MAX HEIGHT = 0.1' 444.92' / 448.16' 448.48' , � MAX HEIGHT = 2.2' I / 1 \ / -Zol Tw \ / Bw I 44A ' 444 Bw / Bw Tw / Bw I Tw L ,_ /448.03 448.33' L451.37 / r J 439.5T , 441.82' , Tw 439.59' TW BW1TS / ' A4� _ i 9 / -8448.11' / 1 \ \ \ 439.63' / 4 -/- 7 I \ \ 438.86/ / / 441.13' ' ' 84' 445.11' 448.35' 451.35 / O 438.61' 439,07, 439.24' // / BW gyY �- TW B _ - - / // I \\ \. / / I / 43 ,4,4l1.13' 44.79' , r BW . TW .448.3 - _ _ _ / / , , PW 1'°° , 445.09; 448,03' 451.30' D �J , r \ \ 1.90' I 441.20' I / RETAINING WALL ,' / ZVr - o MAX HEI(dfiT = 0.3' ' Tw Tw g - - - - - - - Tw Bw 1448.16', BW Tw / JOB N0. o / , / BW 445,24' 448A8' 451.4�?" Ts \ - /- J / / /442.50' 40919 fi \ , / / 43920 / ' ' ' (RETAINING WALL ' _ - - - - - - - ' - - - / ' / Bs / 4 � ' / RETAINING WALL I 438.14' , / a2 HEET NO. RETAINING WALL MAX HEIGHT �3 I / ,' SC4 �2 / MAX HEIGHTt 3' MAX HEIGHT = 3' / L RETAINING WALL MAX HEIQfiT = 0.3' ' 440 ' / / RETAINING WALL MAX HEIGHT = 0/8' TS / 439.71' , / / / , / 39.1 2' / BW ' 442c8! / BS / , TW 439.21' ,' / / A41.89' ' BW 441.15' 3' BS / 441.117 Ts BW 441.1544210' d00,47' / / /TS TW / RFT/AIKIINf: 1A/AI I nnn nm 443.16' / / ` / pLTNgoo i 444,92' / BW 1448.16'% BW TW / / / / \ ` - - - - i BW TW /' / .�, , yi• 445.24' 448.48' 451.4�3+ / ' _ _ - 454.11' 456.99' 2/ / • "' t�� ' .50' (RETAINING WALL CLINT W. •O • RETAINING WALL I • r MAX HEIGHT = 3' ' ' - • G WALL MAX HEIGHT 3 I / / ' / \ i '� % S F LET > • / C 3HT = 3' Nyn : -o Lic. N . SIJf! 4 .' 911012020 \�EfAINING WALL •,•~ONAL N1•N411% z o / / I / / 4 y5 MAX HEIGHT = 2.9' ' BW 455.23' ' ' o E E 45r' >E w ' v E / - 456.50> AN 457 u 3 SAN w a aLLo� 456.57' w G t rr'i QJUaD Z 457.29'AN \ v TC TC o w 2 457.22' 457.56' ~ O Nb( t I BS C \. 440.99' II , 1 // / I - 454.65' Ii 456.79' i / ' U TS �' ' =O / 457.28' / Tr- W Ag'7.07' �' u W o 457.25' y / I / 457,25' / /' > w O / I / Z / I /rN u O / BS I I I I I I !/ // / ,' /,,, Z rn \ 442.3TS DATE O aaz.e2' �I \I I NN6 I I I I I ! '/ I ,' ' / .' 6/4/2020 \ /' } DRAWN BY 1117 I I I / C. GAYNER y1�443.01' 1 B / FETAINING WALL / / I / / / / , / , / DESIGNED BY 3.1z' r /MAX HEIGHT =12.4' / ' I / • / Ts BW ' / / • C. SHIFFLETT X \ 1443.59' / / 443.12' \ / 1 /\ �. '3W I / I / / / I � , ,' ,' / • CHECKED BY \ \ I r 445.60' 1 I 1 / / / / / / / / / / / � I I / I / / , , / / / • C. SHIFFLETT 443.OIT / 445.64' I 1 /I I , / l I /' • • SCALE BW If / / / v 443.46' / 443.24' 446 BW 5,64 TS 5.6 / 1 443.86 / g45.70' 445.62' �'� / / / I d• ' ' ' / / / / RETAINING WALL / / / MAXHEIGHT=2.2' ' 459.25, ' / 1 I , / , 44 ' ! / / / / / / / LU 444.7 445�87' � / � , / 459.25' /CL / agaa.75'� / ' / / / / 459.27, Q J 46.14' J46.79' / O / / / / / 456.54' LO Il l / 11 11 l I44623' DP9 / � 7 '�// Il / I 11 l TS / ' � 7/ h n. 446.27' / / / 7/ / / Z BS ' / / ,' I / ' / 1 /445 5' / / , gg // 7 / ! / / / / 447.50' ,' / / ' / / / / TS .92' / 459.25' / / Z p z a 458.92' / / / J LU / \ / RETAINING WADY ' / ' / / / / / ' > MAX HEIGHT- 8' ' / ' aa8k7 / ' w ' Z 446.77' 449.8 Q Q TS TS / , O / / , / , , / / A O LU 448.27 ' TS 53.07' / , / / / / / / / / ED �QN/ S 451.47' ' BS / / / ' ' - - - - - - - TC ' m L.I_ BS / 453.17' ' / / ' / 460.58' 460 flT 1 ' 1 (I� BSA 451.57 , 454.75' / / / ,' / / / / / LJ.J LL V 449:97' / BS ' ' / ' ' > U i I , / 1 / / / ' / / 456!3T / / , I ' I 0 h I / TS T� / AS9 / i ' I ' W Z w 456.2T 7,87' BW 7� U 1 _ I L U F-- / 0/ ' /I� 1 , / r BW L , a� / 1 r r / /• 452.90' / - / /' I ' C) / / Tw 1 ' I 1 \ II // / / 457.50' / / / ' / coo / O \ / RETAINING/// O r I WALL - - It MAX HEIGHT/=/ \ I / iv I -- -- r/ �T Li 00 o 452.52' a z.5 / LO O v 93 SCALE 1"=I0' roe No. o io' 20' 40919 SHEET NO. \ C4.13 KEY PLAN / � I rr SCALE l-=3U' i FM 0 30' 60' KEY PLAN rT / -------------------------- /----------- - — —-------------- _ -G ----- _`_______ 110 02' OLDLYNCHBURO__ -- RAy ------------- STATEROUTE63--i --------------------------------------- - -_---___-_- �//// /j/ ////J //--------------- / (VARYING ---- OLD LYNCHBURG ROAD ---------- - STATE ROUTE 631 Iti _-.-_----- (VARYING R/W WIDTH) - - -- -- ----------- R35'_---- ---------- — — — — — — — — -- -R35 -— — — — — — / OHT �--- — _ — w —OHT-- OH7 —OH -' Q 1 OHP— OHP HTi 4 OHP— — — — — OHP— — Oyp_ ! �iL OHP— _ � � � OH7- � I� HP HP — OHP— — OHP— — — MANAGED STEEP _ SLOPES - I (TYPICAL) a NEW HORIZON DR CL CURVE A = 15°41'42" R = 233.00 T = 32.11 L = 63.83 C = 63.63 PC = 15+15.79 PI = 15+47.90 PT = 15+79.61 14132, 16+0p ' S SAN - PARCEL 09000-00-00-OOIAO SOUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT DB. 3375 PG. 063 I I � I I I I I I i i I I I � I I I I I - I I _ I - / ___--- 1� HORIZON DR CL CURVE 17056'09" 3 233.00 36.77 72.94 72.64 = 12+08.96A A -Al 12+45.73 PT = 12+81.89 - 7: - - - ---_ _----------------------as' - - - - - - - - - -_-- - - - - - -- SAN --,*-SAN - SAN an SAN - ---*-SAN S_-tom --� _ 233.89' 6' 14+50 S31°19'267W 13+50 13+00 12 R233' NEW HORIZON DR CL CURVE 2 A = 21 °28'45" R = 267.00 T = 50.64 L = 100.09 C = 99.51 PC = 10+99.50 PI = 11+50.14 PT = 11+99.60 r-71 GRADING 11 EASEMENT I I 1 I 26" - - \ BEECH I I r I I 1 1 r1 1 I I \ \ I If L \ _ 1 — i _ i UGP — —UGP — —UGP — — � —UGP — — — — —— — — — — \ .I l UGT �- _ UGT— _UCT _ _UGT — _ _ _ �-- HICKORY STREET CL R604' 20' PUBLIC DRAINAGE CURVE EASEMENT, TYP. A = 14°02'30" 1 4 R = 604.00 N I T = 74.39 p + L = 148.03 p i C = 147.66 h PC = 10+09.12 d PI = 10+83.51 PT=11+57.15 5' 6'g �+o i 113' 8 20' PUBLIC DRAINAGE EASEMENT, TYP. 10'� 99.50' k_ n 1+00 S34°52—�50 —`- GRADING EASEMENT J/1 I � / I — T- UGT— _ — UGT— / a�//5' BIKE LANE I I 20' PUBLIC DRAINAGE EASEMENT, TYP. 20' ACSA EASEMENT L-j 6' ANTI N STRIP F CONCRETE SIDEWALK ------ _- r� _ I � i I I I L—J \\77 � I j��pLTH nl��b CLINT W. 7 .j/7S FFLET ',t Lie. N S13SO 4; 911012020 foot (A z 0 x z 0 u U Lu w o U) z 0 W U >o w U O W a O ti W Lu N Q O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' (W V I W a 11 w Z J D2a J Laa Jw cc w a 0 LL NQ W Z LL O W " 0 O O O V) 30B NO. 40919 SHEET NO. C5.00 L O / / 0 o 0 0 ° 0 �� /oo�� I ' ° / o ° ' o o o / I o o ° / / o/ / /o t r /°bl000 / ° 00 0 / / DSO ° o n 20' PUBLIC 1 I o DRAINAGE / 0 ° EASEMENT, / / TYP. T / / ' / o B�ER / I / OHP� / , i NEW HORIZON DR CL 1000, OHP� °0 CURVET 6 o / / A = 20°31'58" / o / R = 599.00 \ 4 --DH�� /� ° T=108.49 \ ssa �� a L=214.66 \ ,4 / o C=213.51 o ' PC = 22+37.27 ---- _�-- PI=23+45.76 RG ROAD 0 j PT = 24+51.93 \ 9 l _ - - OLD LYNCHBU o T STATE RR 0 E 631 WIDTH) (VARYING 32.5' STORMWATER _ o FACILITY o - - - - - EASEMENT o , 18 _ o 40, ` 25e / . / NEW HORIZON DR CL 5 •, �tpLTN OF �0i A = 57°25'46" • %O 14 ; R = 277.00 : C 0 T=151.75 �� CLINT W. L=277.65 2S F LET a, C = 266.17 • \PC = 17+20.93 a �A,F Lic. N 54320 4� 9/10/2020 � PI = 18+72.67 = 9+98.57 TONAL �• dil 20' PUBLIC DRAINAGE PT 1� � SS NG••• EASEMENT, TYP. i > o~o"#Oq � i IB+50 17+50�- 0'o E 36 /' N U N �9k00 R277' > E E 0 3 X 0 O LL O n 19 W W smo m GRADING ,a 0 EASEMENT a n° a O 20' PUBLIC DRAINAGE p x N EASEMENT, TYP. \ aJe ai a 0 L oR 00 I �Orc LC` O� ui W O W ~ \ o 0 \ V A \ W Lu L U C1 a NXh ) I I _ \ % \ a ,'�'� .^.a �II I O I I ^_ \� ^ ' \\�. • O DATE '��rl / \ i I ' \ J I / • DESIGNED BY 5, \ \ C \ GGT C. SHIFFLI \ \ C I I \ c 26', • CHECKED BY c) \ • C. SHIFFLETT \ \ \ \ I \ \ \ \ \ I W.OAK � OCT • • SCALE \ \ \ \ 1"_30' P0' 10' PRIVATE \ 5' DRAINAGE I I \ I /� SYCAMORE \ ,-EASEMENT \ 5'.. �i -I \\ \\ I (Wig 18„ J L__ r1 I I I \ GRADING Li � F� 0 i ,- N ., �28, r 2I ' I EAStMEN I I I u - v - o / L = 202.65 6 / STREAM BUFFERo / i / 5' Z L _ _ _ I \ PC �24 551.93 R401' ' / 20' PUBLIC DRAINAGE CARDINAL - - y y0 5 EASEMENT, TYP. : ' CURVE I t8' \ \ 1 ` W PI = 25+55.46 g 9 I I { /\ / + I > / PT = 26+54.58 SIGH 4 = 21 °34'40" q / /\ / 1 o ° / / / °/ �ISTANCE 5' '.••'R=218.00 / I I I / / �\ �`/ °o°/� \ .X 1 T=41.54/ LU Z / EASEMENT \ / �/ \ 6' o R2�": L = 82.10 \ / \ Q /I Q I /t // \ PLANTING �!� C = 81.62 - �// L I I I / / ` / / /� I O � J • I S / STRIPPC = 10+54.99 I f w LL ti6XO R218' - PI = 10+96.54 f I I I \ ` k� m LL t8' _ �/ �/ > O s / U) 6' PLANTING o %O 5 10' PRIVATE i T -/ \� / _ - - - - W TTT o / - , STRIP a / DRAINAGE c� -UGP- - -UGP -I _ U L 48.' 20'� �18". W V as LSO EASEMENT D �t a - - - - - - - - - - - - z CONCRETE a / e - - 10---w-----w-----w-----w- c NEW HOURVE DR CL BSIDEWALK j / I I n P) II / WH IRTONDRIVE 4J ° A = 22°25'28" / / ° 107.66' R = 399.00 T = 79.09 a / / C 0 3 L = 15 . 17 R399' DRA NAGEE m 26+54.58 6' e / 28 N I EASEMENT ' L PI = 27+33.67 PT = 28+10.73 5 I I J 1, \ I I \ \ 'o o R25' // ``rj•, 22' I Z I I _ _ c 50' \ \ f 20' PRIVATE ACCESS k•Ik..k I EASEMENT D / 40' 6' PLANTING ,,STRIP I o g �� F; I I 5'CONCRE E 40' r ` k 5, b:10.45' I I I SIDEWAL 3 R25' - ° I I lZ JOB N0j. 2 0' - I I ° SCALE 1"=30' 40919 \ o J O 30' 60' SHEET NO. o� I a, I I KEY PLAN C5.01 L 40' 28' / / R25�N�\ I / ••• . EpL N �� t�i ° / NEW HORIZON DR Cl i - ° ` 1` / PRESERVED CURVE 20` �� \m �Cz CLINT W. _y. db 04 / STEEP SLOPES m / / S F LET > I � . C, • / (TYPICAL) o // A=28°5T16" /5 D yo \':,1.$'•:• • 0 63 / ) o / - ;.:1•$; 2 x� / C ° 1 \ `_17� DRAINIAGEE / 14 ..�. �p0 ✓ ° / R = 401.00 y + • -o Lic. N 54Jf! 4 • o / T = 103.54 'j / 6' 6 N / • 911012020 . o . 28' 6' �r 2EASEMENTG SCALE 1 "=30' i00 STREAM BLIFFERo ° L = 202.655' / L ••ss (aG •• �i C = 200.50 R401' /20' PUBLIC DRAINAGE \ CARDINAL LANE CL TONAL flat � %%•• A 0 30' 60, f / PC = 24+51.93 yp s EASEMENT, TYP. PI = 25+55.46 6 / g PT = 26+54.58 / / ti / SIGH A = 21' 8 40 0" DISTANCE 5 R= 218.00 / E KEY PLAN �° / \ �' " / EASEMENT I T=82.106. r o PLANTING °` C = 81.62 — ¢ E STRIP R25 PC = 10+54.99 / I > .� o / • 4. 4 / E R218' 000 mo y 9 � J —'i Z k / / 8 6' PLANTING q / I I I ' 5 y �p 5 10' PRIVATE / } a ui a STRIP 40 �� DRAINAGE D �j 18 ^-20'��+=18' zr P / EASEMENT z ,� 0 x v 5' 0uj o / / /%� / CONCRETE o o • . ,` NEW HORIZON DR CL SIDEWALK I 10' Ln _ N z 0 2 l✓.` / CURVE / g cr> D O W / k A = 22025'28" 8 107.66'P) ~ o N j Lu 0 ii7 o/o /! j 10' PRIVATE °D 1 �p / L= 156.16 I o w 2 o Y lI `/ / R399 / / I I DRAINAGE r ° 1_ ` �'` / C = 155.17 C) EASEMENT O ° 0 ° �� / / PC = 26+54.58 6' . ° ` / 28' I �' U 1 0 0 ° / PI = 27+33.67 ui PT = 28+10.73 a pOUPLP1NIf aoO 0� / ' STORMWATER FACILITY q `ho 5° / L_ — 5d D I =O w n� (R ° ' ACCESS R 20' PUBLIC ° o R25'22' i+r o o DRAINAGE EASEMENT oo f l` �� 50' 1 p W / o o ° STORMWATER �� / t` \ 5 20' ACCESS PRIVATE 49.88' I 000 o 0 o o O 6�FFE� FACILITY EASEMENT Z$xp0 �, , kk.`. F EASEMENT I I o ° ° o ' /r��j , I 5� I 40' + 6' PLANTING w N ° I / SP �_ o I STRIP u ° o — — ` \ \'4` I 5' CONCRE E Z 10.45' I I SIDEWAL i 40 \� N 5' O y�xS'Y W DATE R25 ` �•. co - 0 6/4/2020 N / 8 5 2R z MIS t �. `]I• �_ DRAWN BY C. GAYNER DESIGNED BY 10 PRIVATE • SPp1 STORMWATER \ xoo 6. 5 DRAINAGE • C. SHIFFLETT FACILITY EASEMENT EASEMENT 6' PLANT ING + \` N N / 20' PUBLIC + $' • CHECKED BY \o°o STRIP (TYP.) DRAINAGE SAN �y8 / I • C. SHIFFLETT 20' ACSA `a � � , , . / EASEMENT � EASEMENT 5 �r.\` • •SCALE d / 5 I I i 15=30' SEWER PARCEL 09000-00-00-OOI EO 3 SOUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT '- DB. 4773 PG. 320 n D 9 G D L 0 °° L ° � O = O D 9 0 \ S \ fi S7q V° 0 000 O° EPKISTPTEI/ ` 40' R198.05' PRESERVED STEEP SLOPES (TYPICAL) ` \ \ / JOB NO. 40919 `ftft woosm � _ SHEET NO. C5.02 I — — I - - �� ! i / _ _ / / / / / / / i / / / I / 7 SCALE 1 "=40' - 0 40' 80' ________. ___ __---/--------- �- _ -- _ ___ _ _ _ _ _ •\ \---------------- \ c9 -------- ( \ --- _ �� \ - $'------- / _________________ fir — � / / I I I I I F_ I___-__- 1 \ \ \ \ \ \1 �1 7��.\_____________ 1--- \ - - - OLDL1(NCHB�IRGFFOAD \ — e- a m � i -J-- -�- —C \ I I I I \ \ 1 1 \-------�------- - -- —\\ 1t------\-- \ STAFEROUTE63\1\ ----------< - \ \ \ SIGHT DISTANCE LEFT - 500' ` \ ` \ ` \ \ < \ _1+00� 11+50 12+Op --- - _ \ _ _ SIGHT DISTANCE RIGHT - 615' - + p11�- 12+50 F8+00\ - \ - - - = _� _ - _ _ -� �_ �- -�i�=`-i ��\ \ _ _ - ��h-'�a�" ��-�13+50 - \ 4+00 \ 14+50\r __ - - 1 �w-��- - -------�-�'-" �i��-�_ , _ �� h-J�_D_�-�-a�7-*0-- \ Jh7+00� 18 1$+50 \ 1919 5ii� �1 \iIiTg614- 7NP--_�i-- /YP��'487 'Dr$$/ _ tl / / / / / / / / / / / / / \ _ — — HT-� / HP / / // / / / / / / / / / / / / / / / / / / O — / / / / I I S\ I I 0 /r II I \— OHPICD // Pam'' OIIR / —�� / / / 500. i :1n 510 HEIGHT OF OBJECT = 3.5—\ 505 505 500 _ — 500 SD -615' 495 / 495 f—HEIGHT OF _ EYE = 3.5' / I / 490 / EXISTING 490 GRADE / 485 / 485 l PROPOSE / / GRADE 480 480 / � J os 475 J 475 EIGHT OF / / 470 OBJECT = 3.5' 470 / / / 465 / 465 / 460 460 455 _ 455 450 450 0 50 PROFILE SCALE 00y CLINT W. Sy: ZCd 9S F�ETao�a� Lic. N4; G 9/10/2020 E H Z O u U LU w o U) z _O cW U) C > OG w U O W a O ti W K LU N Q O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN �-1 U) z J W ^ w ILL J O L U JJ w cZ W aLL Q > O O LU " rr_nn V M U) O O 2 D O U) 30B NO. 40919 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 19+00 20+00 21-00 22+00 SHEET NO. C5.03 Q / 113 \o WCP 490 ,imp- , 490 \ \ - \ F i 10+ 486 \ HICKORySTREET 1116� \\\\\ 1--------'�/— \\0 tp e T -8� 491 - 11+50ucT- - \�493 -j-� '1\\\ \\\e I \\��`\� [ � Y � 14�1 I �n L c II I� , \; \ \I \ ;` \\\ `, \�\ �Q , '�1 i4►'I II, 'I iI I j °I�J J G, zn IIII \ it I A \ \�NGP�v—� V v� A A� GP I1I II \\\ '\\ J O 0�• 0/ / / i �G1 k �4 ¢ I +1 O \ 1 I I / /, J I y / -f/UGIy` T� II I I ' 1 ' I I I I III I I I II \I I III, II \ \ \ �> , j i IIUGPi' I 0,- / z000 \\ `V X.�� =�iiT / 1 --\ \ \\ �• \\- I SiwcC SIGHT D� \ \ 1 +50 /-�- + CQ 2 g5 �- \ _ Cb \ \ \ \\\ \ \ mIo � ----- - - - - -- DSO 'l y Ism I t I \ \ \ \ 14+Qa�1� {�I O !� 1 /( IN, \ ,\ / // 1 \ \ °•� � - //� - // \ I\\ 11 I'1 ,'l 11 I ', III I I I \ I I 1` 1 / \\ � \ \\ \\ I 1 / v UGT ' / / \ \ cp 49 /\ 1 11 I P I I I UGT - / 4g0 1 II // UGT- 1 I \ Ilr ' \ — — G, I1/ I If V 30' \ U I I III II j r�// \ I \\ \ 0 If30 1 60 Fin 505 505 F-HEIGHT OF OBJECT = 3.5' 500 500 EIGHT OF EYE = 3.5' 495 495 --- SDL-z0 — — 490 ROPOSED 490 BADE \ \ \ `s0 HEIGHT OF 485 \ �'28 OBJECT=3.5' 485 480 480 EXISTING \ \ GRADE \ \ 475 \ 475 470 470 465 465 PROFILE SCALE ,�� pLTN pF 00 CLINT W. �� 9S F LET a, • Q 911012020 ^� E 0 N Q N � > E v E w U 3 � w Q U. o 3 U. W � m q -i Z j — n L6 O s: rn ar� a .�� : 0 Q W oa =� U L S ry U > Z Z W 2 F 0 S N > Q vM L U 00 wF O L a M O O 2 ti 0 W � � H- w o U z z O 0 O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (L.0 V J I —I I U) zLU Lu L-L/ > LL ^ w L1 J A � LL 0� w w U m Z LLI LL / O W Cn Q0 LU _ C 0 0 �T i 0 U) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 NEW HORIZON DRIVE TO HICKORY STREET SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 L 16+00 JOB NO. 40919 SHEET NO. C5.04 �J \ o o - / - o_ _ - - / / / Ly / / / �VAD$3 \' ° >..e'o'o ge=a-o — - - - - - 420 / / I I I I l l I I / / / r / / SCALE,14(40� / ' / / \ \ fir. ° / EM !!■ G■7C i! � 1 ` ti�_ Me 1'* j�FM IN MR ow LE [EFT�2f_ r F _ A / I\ \ \ a 1 oo - - - D Q) \ c Mp 439 439 \ ` < \ \ <� y \ � Y -441 / 4R..ri /0/80'/ T.o o - _ - - - - - _ \ / _ 1 \ \ \ 0 0 ob ° o o / ( 414 4t5 41fi q 1r 15"49\ --- / \ — — — — —— ---� o e ° _—'— �dH \ zo 4 445 i I / / - - - \ 16417418- A20 / / \ -419% / 425 425- / ti:,;.\ � "� 1 •' � O \ � �. __/ 430 / // ,, ,___ _- __ 435 - - -- :\, - /-- - - - - -- - / e T ---' — \ 6 lac / k/ / / HT-280'/ 17AN RI - " — W_'t r000 \ \ \ \ \\ ` \`// II I I I ' 1 / I I II II / / /- _ // _ `�\ �` \ \ •e.1• oI 1 IP^��OI\ 1 I / / --- DR ' '..r •'�.' . � � ,.. \ \ \ \ � �/ l I I I ! l I I 1 I I I / � �� - - � _ / / � ' � � ` � � � � \ I `, �'• • � '..1 1 1 \ \\ \ D'• 1 1 / / _ - _. _ - _ - - _ _ _ , � _ • \ \ \ \)7'\l /I /l/l /I i I 111 I I�/' / — _ _ �\\ 4�4 _ .�.•.t/,••L', 1 1\ \\ \\ \\ 1 I\ � l� �"�// v�, '�% ------- \ \ \ �,•I• FI11 \ \ \ \ \` \ / SCALE 1"=40' 1 r I 0---_40' \ 80' ' 1 < \ / \ / / / / / ' / ' / - _ t / / L'. ,:.....,F•. , : \ \ \ \ `gyp\ \ 450 \\ 1 / /a // / z\ \\ / i// /// / /' � - M \ \ \ \ \ 6 44p \\ \•' \ \ �� \ / a - -/- \ / / \ \ AAR ! 4Rn Agn 460 460 HEIGHT OF OBJECT = 3.5' 455 455 450 EIGHT OBJECT OF = 3.5' HEIGHT OF EYE = 3.5' DR.28� // 450 / 445 — — — — �� - PROPOS D 445 / GRADE / \ / 440 440 / ISTING \ / GRADE 435 435 430 5 430 425 _ 425 0 50 PROFILE SCALE 420 420 455 455 450 450 HEIGHT OF EIGHT OF OBJECT OBJECT = 3.5' 445 I 445 SDL - 38' TO END OF NEW HORIZON DRIVE / _ 440 EIGHT OF SD 2g0 / 440 EYE = 3.5' / / PROPOS ED GRADE 435 435 `EXISTI G 430 / GRADE 430 / / 425 425 / 420 420 50 ROFILE SCALE 415 415 �64pLTH pF•0� CLINT W. S 2 S F LET a Luc. N s4320 4C G 911012020 ^� E 0 N Q N � > E v E w LU oLL o 3 LL W 0 m a -i aQo Z —n O a U 111 a M ?r Q w ,^ S ry U > Z Z W 2 F U) S Lri N > Q vM L U 0- 00 � �r O a M O O x ti c� > (U 0 M 0 0 wrN w 0 a¢o O z O 0 O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN �LU V J I —I I U) z w Ll ^ w L1 J A � LL pw w U Z WJ Q Q >O LL W Cn Q S LU _ C O O 2 O U) JOB NO. 40919 SHEET NO. C5.05 9+50 10+00 11+00 12+00 13+00 14+00 15+00 CARDINAL LANE TO NEW HORIZON DRIVE SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 L 16+00 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST TO NEW HORIZON DRIVE SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 / Q I .1 \` I \ \ 1 \ \ C ::: Y::' �\ \ I I / / •I` I::caox Co :. / i r r r / r r / r / 1 1 -II / ' i'i' o f II \:.. \ \ \\ \ \ \ / / I I I'.. �' i �r'` r/� / r / // / r l�l// �ii'/ �� '_- __- \\\ \\ \\ \\\\ \\ ��\ \ 0 �-/ 1 /l � I 1 I I \` <b1 \ \ \� i rr � . °� :•1 I ,1:'•.: 1 - �' //,i / / ' �� _- -- - i - i///�---_��\\\ ALL \\`` ` - � \ / / ° I 1 \ a`S \ \ i r r M�' 1 \ I I e •.1 �..'. _ _ _ � r r r / / l /.i _ - - � � ' i i � - � '/i ' i i _ _ _ � � � \ \ \ \ \\ \ \ \ \� ` � - 438 Ir/`// o I i •,S6 I 1 .� r / lam. / i�� '/ �_ -_- ii - -�--�\�\�\\ \\\` \\ ` � \- _`�-_ v\\ \I -ii -`� /S ALE1"=40' �� 7 I / // _---_ i - _ \ - \\\\\\ I Pr 0 40' 458 I I �L � \ 7 \ � \ 1 \1 \ \ ` ♦ `• \ J 1 I � / l 1 � - _ _ _ \ � \ 1 1 \ \\ •\ 4g �}Z i � � _ _ _ _ _ ' _ �' i - _ _ - _ - � � ' / _ � _ __ _ - _ _ _ _ _- � _ 4$0. \ ` \ �S \ ` \ \ \ \ qq\ \ \ \ \ ` \ \ \ \\ \ \ \ \ \\ o cro NI I I I ODD; ., \ 1 _ _ _ �\ \ •\\ \ 1 1 ` \ \ Sig'\ _ - ' i / _ - _ �' _ _ _ _ \ ` \ \ \ \\ \\\ \0\ \\ \ \ \\\ \ \ \\\ I � I /��.•♦ d' 1:a I I I A .. \ \ � // \ ` \�\\� \\\ 1 I \ 1 \ \ \\ \ � '�'�/_--_ i� �I �-__ --- f� �' .455----------� \� 455 � ` \ \ \\\ ` ` \ ` � \\\\\ \� \ \\ A w RDELL (`R i T.•. .� d, .Z'j\ .� Q` \ \ \ - - • ' ' / ' l ' - - _ - - - _ _ ARDE CRE dh \ \ I. /�11 I S ,�0 i •. �� 'S� � ' \ \ qS. _ � � � i ' � i /_ / - - � - _ \ \ \ L SIGHT DISTAN v /I 1 / l l l / l / � / / l / r / � � �,�'�. :a�`�� a, � --' �� / �' /r'� / / / I I I I h .,`:j�y :• / / I ��C (ram l l l l � l l l /l l l l l / / l � / / l '' _ \ \ \ \ P� .�:. �'/ � i / V i f �■ / l '�: /':.:. / 1 I I . `.P 1 I l l / / / / / l �l / � / I l / / I /l YA�- _ \ \ \ \ \ \ \ ` \ ;� \ _ � � � ' 1r1 / � / / / ' ;, CEO � v / /M / / / Aa'• �� / I I 445 \ � \ \ � / AAO / 4 , ..-� �o � ::.. / ` v° • / / / / 447 n / l / � / / / / / � / / 1 / I I I 1 43 \ _ � l J/r�/p 1. X t9 �/ ,: • / ':� / / / \ I / / � f` // / / / / / // // / / // I 1 1 11 - \440 \ \ \ \ _ 440 � / /� / � /„SZ ' — l ••// i::' � N � i �// � � /� /446 / 4367460 ',d.",•L=, r %.� 2 s�. / / / /// // / /%'�, / / / k 459�' 445/ / / / / � � / / / / / / I I I \ \ \ \ 1 1 \ 1 I / q \ \ � - _ - _ _' _ _ � � ' � � / I� �� _ � � � / r U � ✓ .P 4J a ' c r / c� ' �; � / / / / � / / / / / / I I I I \ \ \\ \ \ \ 1I 111 1 111 1 42 \ \ - - — '� � _- �'' / irrr •! ---_ I i'' / J� 45a /SCALE $"=40' I r \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \ / _- - - -_ r — y `•• 455 447 / / f F ` v ,0 4i 1180, 0�1 I ASIR AIRS HEIGHT OF OBJECT = 3.5' 460 460 455 / / / / 455 28� / S�R / 450 PROPOSED 450 / 00 GRADE HEIGHT OF EYE = 3.5 / / / / 445 445 / roo/ HEIGHT OF 0BJECT=3.5' NOR\� / 440 440 OF.00 o ZZ SOS 435 435 / / / EXISTING / / GRADE � / / 430 430 / 425 / 425 420 420 9+50 10+00 FUTURE ROAD T,5+go O WARDELL CREST SIGHT DISTANCE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HEIGHT OF OBJECT = 3.6 HEIGHT OF T EYE = 3.5'' 18 C PROPOSED GRADE 0 50 PROFILE SCALE EXISTING GRADE \ 0+00 16+00 I CARDINAL LANE TOIWARDELL CREST SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE �646*0404000 pLTH Lji ooi CLINT W. �� 9S F .LET a, G 911012020 ^� E 0 rn N � N C > E v E w ui Q LL o 3 U.m ^ W c �jUaMD Z w — n O rn v 3 i < w S ry U Z Z W 2 ~ °^ w O v rdi � U n v > 00 1=- F O ui a � O O x ti w w rN w N 0 a¢o O z O 0 O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE77' CHECKED BY C. SHIFFLE77' SCALE AS SHOWN Lu ( V J J I —I I w W L.L w J A � LL pw w U Z WJ Q LL > O �— W Cn Q 0 Lu _ C O O 2 O U) JOB NO. 40919 SHEET NO. C5.06 0 d 3 �X o n� �z �o s c � T(- E E � a y c m A a0 =O c � 3 m Z m^' C � n � y F-2 0 2'§ o § n 2 Y J y V 0 0 m C �3 E o c 0 a o/ c b 10 a 0 o � � o m a� �N W 0 C p N nE c E F= L T \ \ \ \ \ \ \ \\ / / / / �' ` •..: \ \ \ \ \ / / / / /' / / I I III -I/ / i / ' ' i - - - \ \ \ \ \ \ \ \ \ / / / �/� /l�� i i /ii i �' — � �- \�♦ \ \` 1J � • A i / / / .\ OS / i j ��_ � � i/ � i � \ \ • • \ \ 1 \ \ 1 1\ \ \ \\ � / // � � .` •� \ - �''.:. \ \ i- _ - _ i _ �'� � ice'' � � _ � � � � \ LL \ \ •� CLINT W. • '•• 'Z 2s F .LET a .\ \\ \ I \ \ \ 4 \ - - _ \ \ GPI / UGP —— \ \ � / � � � \ fib• / i 'i �/_ � _ - _ _ � � � \\\ \\ \\\ \\ SCALE 1" 40' SCALE V=40' ` a .'•\.... \ p' ' . i'. 1 I 0 40' 80' \ \ \ \ \\ \ 'i i �� _ - - - - - _ - - _ - \ ` ♦ \ \ \\ \ N m 1 1 461 1 I '.:' a_. . p.. • : .. p ... ..1„y. Q... '.:. pF \ \ \ ti ' i i i �i i� - - _ _ - _ _ \ ` \ \ \ ` ` E E \ \ \:',•......',\w ....•.'.:• - \ 1 \ \ , '.: �... .\'.:'.: tit:' R`L \ x - tj ` \ \ \ \♦ \ \\ ..\ I I I..L. 4 ry t wJ—ai CI --77—\ — -- —� -- L�—rl r� 44 a I $ I d 444 \' • _1' ` bb' - i i _ \ - - - \ ` \ \ \ \ \ \ \ \� \ tr X U I I / \ D \,�, .i"1 \ \ ` •.' \- N 458 \`\ \ �S Z 2 I ST 1 I \ \ \ \ � �\ ^\ \ k1p,. .• I , \ Pr\G' IFS I f� ,.455-------- _ 455 \ \\\\ _U O w I \6� 456 45 4 x 457 + CARDINAL LANE W + IGH"f D TANCE I �„\ \ \ \ ., �_- � \ \ Q\cJ ♦ / / 56 / / _ _ 1 'pj _ _' - - - --o �b•�_:�h� ;•bhh�hb \\\ \`\\\\ \ \�\ \ �w 2 \ \ CARDI AL LAN G� y SIGHT DIS fANC s - / 2 0' \ \ I 448 � \ .:. •, t ' . I I II _ � o''�o� \ \ \ \ � ph�,y \ \ ASO FF ui w • � \ \ � 1 9S I I .., - h •• 1 7. I I I iRR6 — LC �$T \ \ 1 M .: • . - e. o q58" � / \ \ \ \ p 2• I I I � I � Rp'El- o - \ \ \ o 111 i4 \• \ ., \ :-• 56 \ 4455 : / 4$ I \ \ \ \ - � � �\a\ d- \ \ -, \ // I I I I 1 .Z�� :I. I I i I I i / _ d' \ \ \ �. O j Id, T \455. \ 4 4b3 4 \ d a. \ Will, I I / 00 - \ 0 45 . i. O 43 �J �— / \ \ \ - :•':454 \ I \ x 42 i \ \ 4$2.. 3 \ . r \ I Ag } ;: I I 447 0 - > o // \ \\ \ __ � .:451...\ ` �_'•.\ �._ x::� - 4 I .• { ..� I I I I I I H� AR \. ` 450 v h 4 1 = ¢ o h y t A � .:?�r,� . .: .. p�.. .. p ..-+.�•+a'. 7... .mod, :. ,a .. :..p . .�Y..P' '.r-.r-p : •+.cnd' 1. .. • .'\ \ _ ` � \ -450 O S I I /'wig AM 4 / l �:'''.n;.'a. \ \ \ \ •.L..�..•.' I I I I 1 r� ^�ohv�/ rr // / / / ,q a \ S d• • \ \ I i i1 w O •' '::} :•:• I co J t .. .. � 0 4 i \ \ co \ / 1 � v / .{ I O / \ - I DP`• C1 r / / \ I / \ I J D DATE / o / F / / / 7 � � .\ •.' \ Day` \ ` ` a .: .' 1....... I . • ,.....::'. h0 \ ' 1..... •' .{ ....• \ \ � / • "' � / Ds,. • \ ', � / 6/4/2020 ' ..'•:.•.. •.... .:'•'. .. , v s \ S> y. I 4' I \ 460 2 tP / / l O h ..... .... j. ...-, .. ...... .'••............I 1 rn _ �•f . i / i DRAWN BY C. GAYNER 459 Ph �� _\ \ \ \ \ \ \ \ L \ \ \ I ti \7\ \ \ / 0. �.•:' hi\ h / .. ✓ ` . 6 : DESIGNED BY 1 A' / \ \ \ � \ \ \ \ � \ � ` - - - .I I \4$0 � _ , � JG 458.:. '. ` i � po / .r " a yh y'. � / � 7 • C. SHIFFLE7T _ i \ \ \ \ \ \ \\ \\ \ �\ �\ 1 / / I ' \ \ \\ V - - /' ::'l' i. i' �`` -/ / / �/48 / /' // ./:. 'f. r • CHECKED BY / \ \ \ \ \ �\ \ \ J � � ' � \ ` I \� \ � _ � _ ., h .. � `, ' 447` / / F:: /.:. • C. SHIFFLE7T \/R-If'r'F..'. ' SCALE • AS SHOWN (LU 470 465 465 470 470 V HEIGHT OF 465 1 1 OBJECT = 3.5' 465 EIGHT OF EYE = 3.5' SDR - 1233_ 460 460 OF i r-HEIGHT OBJECT=3.5' / / 455 PROPOSED 455 2 0 GRADE SQ 450 445 445 \ / \ EXISTING — GRADE 440 440 10+00 11+00 12+00 13+00 14+00 TOWNHOUSE PARKING TO CARDINAL LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1'1 VERT SCALE: VI EIGHT OF OBJECT = 3.5' 460 460 455 455 \SD\ HEIGHT OF EYE =3.5' — \ / \ HEIGHT OF 450 \/ OBJECT = 3.5' 450 \ / \ 445 i 445 \ EXISTIN GRADE \ PROPOSED 440 GRADE 440 435 435 EIGHT OF OBJECT = 3.5' EIGHT OF SOS 465 ' 17• EYE = 3.5' 465 \ \ 460 460 PROPOSED GRADE \ HEIGHT OF \ \ OBJECT = 3.5' \ 455 \ 455 \ \ 450 450 \ EXISTING GRADE \ 445 445 440 440 J F—I VJ z W LL ^ w L1 J A � LL O Z w w U Z WJ Q OLL L0 W Q� W 07 _ 0 C) 0 O T � T 15+00 9+50 10+00 11+00 12+00 13+00 14+00 14+5 9+50 10+00 11+00 12+00 13+00 13+50 PRIVATE ALLEY TO CARDINAL LANE SIGHT DISTANCE PROFILE CONDO PARKING TO WARDELL CREST SIGHT DISTANCE PROFILE HORIZ SCALE: 1'1 HORIZ SCALE: 1'1 O VERT SCALE: 1'I VERT SCALE: 1"=5 5 5 JOB NO. 0 0 40919 0 50 0 50 0 50 SHEET NO. PROFILE SCALE PROFILE SCALE PROFILE SCALE C5.07 L