Loading...
HomeMy WebLinkAboutSDP202200055 Plan - Submittal (First) 2022-08-31SOUTHWOOD SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: 09OA1-00-00-001E0 PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4773 PG. 328 TOTAL AREA (ALL PARCELS): 119.78 ACRES LIMITS OF DISTURBANCE: 18.32 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 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 07600-00-00-051AO PARCEL AREA: 1.23 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4706 PG. 198 SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA22903 SEE ZMA2018-003 TOPOGRAPHY LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL.HU BER@TIM MONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS 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 51003C0407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.21 AC PROPOSED IMPERVIOUS AREA = 6.61 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 RNV: 4.33 AC. OPEN SPACE: 0.85 AC. RESIDUE: 109.78 AC. PROPOSED LOTS: 4.82 AC. TOTAL AREA: 119.78 AC. ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. REDEVELOPMENT -VILLAGE SDP202100019 SITE PLAN AMENDMENT #2 COUNTY OF ALBEMARLE, VIRGINIA ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. TRAFFIC IMPACT ANALYSIS TABLE 3: PHASE 1 SITE TRIP GENERATION: ITE AM PEAK HONK PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN Our TOTAL PI OUT TOTAL Phase 1 Residenfia!0 Apartments/TowNlomes 220121 270 D.U. 2,000 28 95 123 90 53 143 Single Family 210 30 D.U. 343 7 19 26 20 12 32 Residential Subtotal 300 D.U. 2,343 35 114 149 110 65 175 Commercial Retail 820 25,t1(10 S.F. 944 15 9 24 46 49 95 Office 710 25,000 S.F_ 277 43 7 50 5 26 31 Commerciat Subtotal 50,000 S.F. 1.221 58 16 74 51 75 126 Phase 1 Total(3) 3,564 93 130 223 161 140 301 Phase 2 Residenhallrl Aparbments/Townhomes 22012! 143 D.U. 1040 15 52 67 51 30 81 Single Family 210 16 D.U. 193 4 12 16 11 6 17 Residential Subtotal 159 D.U. 1.233 19 64 63 62 36 96 Phase 2 Total 1,233 19 64 83 1 62 36 98 Southwood Total (Phase 1 + Phase 2) 4,797 112 194 306 1 223 176 399 Source: ITE Trip Generation, 10th Edition. 1. Residential trip generation assumes 10% of the units will be single family dwelling units. All others will be apartmentstlownhomes. 2. ITE includes lownhomes and apartments in the same category with the 10th edition. 3. The overall development (Phase 1 + Phase 2) is capped at 5,000 daily trips. To ensure maximum flexibility, Phase 1 trips 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 net increase of 159 units. VILLAGE 1 SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ TOWNHOMES 220 54 D.U. 400 6 19 25 18 11 29 SINGLE 210 26 D.U. 297 6 17 23 17 11 28 FAMILY VILLAGE 1 TOTAL 80 D.U. 697 12 36 48 35 22 57 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY APPROVAL 11I 8/24/2022 G r� ro OaK H: 1 Q r� - B;ttellw� �n ►lickory St SITE LOCATION VICINITY MAP 111=10001 DEVELOPER: SOUTHWOOD CHARLOTTESVILLE LLC 967 2ND STREET SE CHAROTTESVILLE, VA 22902 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: (434) 327-1690 SITE PLAN AMENDMENT #2 SUMMARY CODE OF DEVELOPMENT TABLES: 1. THE PROPOSED ACCESSORY DWELLING UNITS ON LOTS 8, 9,12, AND 34 HAVE BEEN ADDED TO THE PARKING TABLE. FOUR PARKING SPACES FOR LOTS 8-9 HAVE BEEN RELOCATED FROM ON -SITE TO HORIZON ROAD AND CARDINAL HILL LANE. TWO PARKING SPACE REQUIRED FOR LOT 13 HAVE BEEN RELOCATED FROM THE PARKING LOT TO CARDINAL HILL LANE. 2. THE FLEXIBLE USE STRUCTURE TABLE HAS BEEN REVISED TO ACCOUNT FOR THE ACCESSORY DWELLING UNITS ON LOTS 8, 9, 12, AND 34. 3. SHEET C0.02 WAS ADDED TO COORDINATE WITH OTHER SOUTHWOOD VILLAGE PLANS. 4. THE OPEN SPACE TABLE PREVIOUSLY INCLUDED ON SHEET C4.06 AND THE HOUSING & DENSITY TABLE PREVIOUSLY SHOWN ON SHEET C4.05 HAVE BEEN RELOCATED TO SHEET CO.02. ON THE OPEN SPACE TABLE, THE OPEN SPACE PROVIDED, REC. AMENITY & CIVIL SPACE PROVIDED, TOTAL GREEN SPACE PROVIDED, AND TOTAL AMENITY SPACE PROVIDED HAVE BEEN REVISED DUE TO THE LOSS OF ONE PARK ON THE CORNER OF CARDINAL HILL LANE AND WARDELL CREST. 5. THE PREVIOUS HOUSING & DENSITY TABLE HAS BEEN REVISED TO BE A DEVELOPMENT CHART PER COUNTY REQUEST ON OTHER SOUTHWOOD VILLAGE PLANS. EXISTING CONDITIONS & DEMOLITION PLAN: 1. AN ADDITIONAL AMOUNT OF EXISTING VEGETATION IS TO BE REMOVED IN ORDER TO ACCOUNT FOR THE ADDED BERM DUE TO THE EXCESS EARTHWORK ON -SITE. EROSION & SEDIMENT CONTROL PLAN: 1. THE LIMITS OF DISTURBANCE WAS INCREASED FROM 15.23 ACRES TO 18.32 ACRES IN ORDER TO ACCOUNT FOR THE ADDED BERM ON THE EAST SIDE OF HORIZON ROAD DUE TO EXCESS EARTHWORK ON -SITE. THE TREE PROTECTION AND SILT FENCE HAS BEEN REVISED ACCORDINGLY. 2. SEDIMENT TRAP #4 DESIGN AND LAYOUT HAS BEEN ADDED. BLOCKS & OVERALL LAYOUT PLAN: 1. THE BLOCK LINES HAVE BEEN REVISED TO REFLECT THE BLOCK LINE ADJUSTMENTS WITHIN 15% ON THE SOUTHWOOD VILLAGE 2 PLAN. LAYOUT & UTILITIES PLAN: 1. THE BUILDING FOOTPRINT ON LOTS 8-12, 14-23, 25-32, AND 34 HAVE BEEN UPDATED. SIDEWALK CONNECTED THE BUILDING UNITS ON LOTS 8-12 TO THE SIDEWALK AROUND SPECIAL LOT 40 HAS BEEN ADDED. SIDEWALK CONNECTING THE BUILDINGS ON LOTS 14-23 TO THE SIDEWALK ALONG CARDINAL HILL LANE HAS BEEN ADDED. 2. ACCESSORY DWELLING UNITS HAVE BEEN ADDED TO LOTS 8, 9, 12, AND 34. SIDEWALK HAS BEEN ADDED BETWEEN THE ACCESSORY DWELLING UNITS AND THE SINGLE FAMILY DETACHED AND SINGLE FAMILY ATTACHED HOUSES. 3. A SANITARY LINE AND A WATER LINE HAVE BEEN ADDED ALONG THE ALLEY BEHIND LOTS 8-12 IN ORDER TO PROVIDE SERVICES TO THE ACCESSORY DWELLING UNITS. LATERALS FOR LOTS 10 AND 11 HAVE BEEN PROVIDED FOR POSSIBLE FUTURE ACCESSORY DWELLING UNITS. 4. LOT 34 HAS EXPANDED TO THE CORNER OF CARDINAL HILL LANE AND WARDELL CREST. TWO PARKING SPACES HAVE BEEN REMOVED IN THE PARKING LOT ADJACENT TO LOT 34 DUE TO THE NEW DRIVEWAY. OPEN SPACE PLAN: 1. THE PARK ON THE CORNER OF CARDINAL HILL LANE AND WARDELL CREST HAS BEEN REMOVED. 2. THE MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY TABLE HAS BEEN RELOCATED TO SHEET C0.02. GRADING & DRAINAGE PLAN: 1. GRADING HAS BEEN MODIFIED ON BLOCK 12, ON THE NORTHEAST SIDE OF HICKORY STREET, TO HELP BALANCE EARTHWORK FOR FUTURE DEVELOPMENT ON THAT SITE. 2. GRADING HAS BEEN UPDATED IN ACCORDANCE WITH UPDATED BUILDING FOOTPRINTS ON LOTS 8-12, 14-23, 25-32, AND 34. 3. GRADING HAS ALSO BEEN UPDATED TO ACCOUNT FOR ACCESSORY DWELLING UNITS ON LOTS 8, 9, 12, AND 34. 4. A BERM HAS BEEN ADDED ON THE EAST SIDE OF HORIZON ROAD DUE TO EXCESS EARTHWORK ON -SITE. THE GRADING EASEMENT HAS BEEN REVISED ACCORDINGLY. DETAILED GRADING PLAN: 1. GRADING SPOT SHOTS HAVE BEEN MODIFIED DUE TO REVISIONS TO THE BUILDING FOOTPRINTS ON LOTS 14-23, 25-32, AND 34. 2. AN ADDITIONAL DETAILED GRADING PLAN SHEET HAS BEEN ADDED TO PROVIDE FURTHER GRADING DETAILS FOR LOTS 25-32. SANITARY PROFILES 1. THE SANITARY LINE FOR THE ACCESSORY DWELLING UNITS HAS BEEN SHOWN WITH SANITARY LATERALS FOR LOTS 8-12. WATER PROFILES 1. THE WATERLINE FOR THE ACCESSORY DWELLING UNITS HAS BEEN SHOWN WITH WATER SERVICE FOR LOTS 8-12. Sheet List Table Sheet Number Sheet Title CO.00 COVER CO.01 CODE OF DEVELOPMENT PROFFERS & TABLES CO.02 CODE OF DEVELOPMENT TABLES C2.00 I EXISTING CONDITIONS & DEMOLITION PLAN I C3.01 I EROSION & SEDIMENT CONTROL NOTES & DETAILS 1 C3.03 EROSION & SEDIMENT CONTROL PLAN PHASE 1 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 C4.06 OPEN SPACE PLAN C4.07 GRADING & DRAINAGE PLAN C4.08 GRADING & DRAINAGE PLAN C4.09 GRADING & DRAINAGE PLAN C4.10 GRADING & DRAINAGE PLAN C4.12 DETAILED GRADING PLAN C4.13 DETAILED GRADING PLAN C4.13A DETAILED GRADING PLAN 1 C7.05 I UTILITY PROFILES 1 1 C8.03 I ROAD PROFILES 1 r 4il ply ��i CLINT W. A. :oZ?SIUFFLET >� Lic. N S4Ja0 or k8/ 2112022At G z O H a U U LU w 0 Z O U) w Of w DATE 8/24/2022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. 1 W > ^ w LL LU 0� LUw Jco m W < p > o U W 0 0 WU" LL 0 0 0 `2 1 0 U) IOB NO. 40919 SHEET NO. C0.0 L VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT NUMBER OF SHEETS= 26 PROPOSED BUILDING HEIGHTS BY BLOCK TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK BLOCKS 3-4 PROPOSED: 35' MAX. BLOCK 5 PROPOSED: 40' MAX. FLEXIBLE USE STRUCTURES LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING AREA (SF) SETBACK SETBACK SETBACK 8, 9, 800 2 STORIES 5' 3' 5' 2-CAR 12,34 MAX. 40' GARAGE BLOCKS 6-9 PROPOSED: 40' MAX. PROPOSED: N/A NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) PROPOSED: N/A PARKING REQUIRED AND PROVIDED PER ALBEMARLE COUNTY CODE 18-4.12.6 TOTAL PARKING TOTAL PARKING PARKING SPACE LOTS HOUSING TYPE SPACES SPACES LOCATION REQUIRED PROVIDED 1 A-1 D, 2A-2B, 3, (2 SPACES / 6A-6E,12, SINGLE FAMILY DETACHED UNIT) X (26 52 (50) ON -SITE, (2) ON 24, 33, 34, UNITS) = WARDELL CREST 35A-35C, 52 SPACES 36A-36D, 39A-39C (2 SPACES / UNIT 4, 5, 8-11, DUPLEXES + 1 GUEST -SITE, (2) ON 37,38 SPACE / 4 UNITS) 18 ROAD, (3) ON FCARDIN:AL X (8 UNITS) = ILL LANE, (1) ON 18SPACES ELL CREST (2 SPACES / 13 MULTIFAMILY UNIT) X (20 40 (2 ADA VAN) (37) PARKING LOT, (3) ON (2) 6-UNIT AND (2) 4-UNIT UNITS) = CARDINAL HILL LANE 40 SPACES (2 SPACES / UNIT 7A-7H, + 1 GUEST (28) GARAGE, (24) ON- SITE, 14-23, TOWNHOMES SPACE / 4 UNITS) 58 (2) ON HORIZON ROAD, (2) 25-32 X (26 UNITS) = ON CARDINAL HILL LANE, (2) 58 SPACES ON WARDELL CREST (1.5 SPACES / 8, 9, 12, ACCESSORY DWELLING UNITS UNIT) X (4 UNITS) 8 (8) GARAGE 34 6 SPACES FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. HOUSING MIXTURE PLAN BLOCK HOUSINGTYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Numberprovided SUB201900174& SUB202100019 1-2 N/A - Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40 years 0-15 2 Habitat Single Family Detached Ownership 25%-80%AMI 40 years 0-10 0 Accessory Units Rental 0%-80%AMI 10 years 0-5 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 5 Habitat Condominium Ownership 20%-80%AMI 40 years 0-20 15 5-8 Habitat Townhomes Ownership 25%-80%AMI 40 years 0-30 18 Habitat Single Family Attached Ownership 25%-80%AMI 40 years 0-15 4 Habitat Single Family Detached Ownership 40%-80%AMI 40 years 0-10 2 Workforce Ownership/Rental 60%-120%AMI N/A 0-10 0 Accessory Units/Carriage Units Rental 0%-80%AMI 10 years 0-5 0 Market Apartments Rental Unrestricted N/A 200-225 0 Market Town homes Rental Unrestricted N/A 0-30 0 9-12 Habitat Townhomes Ownership 25%-80%AMI 40 years 0-30 0 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 0 LIHTC Apartments Rental 30%-80% AMI 30years 80 0 NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115- MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX. 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'A 28'A STEPBACKD MIN. N/A N/A 15'E 15'E 15'E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK BLOCKS 6-8: NO MIN. / NO MAX. MIN. NO MIN. 5' BLOCK 9: 5' MIN. / NO MAX. 51 NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACK MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. BLOCK 9: 20' MIN/NO MAX. MAX. NO MAX. I NO MAX. GARAGE SETBACK TO COMPLY WITH TO COMPLY WITH BLOCKS 6-8: TO COMPLY WITH 4.19C / NO MAX. FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR FRONT ACCESS MIN./MAX. 4.19' / NO MAX 4.19' / NO MAX BLOCK 9: FRAMEWORK STREET FACING GARAGE GARAGE DOORS ARE NOT ALLOWED IN THESE BLOCKS -ALL OPENINGS AND/OR GARAGE DOORS ARE NOT GARAGE ACCESS MUST BE SIDE LOADED, RELEGATED TO THE ALLOWED IN THESE BLOCKS. ALL GARAGE REAR OF THE BUILDING, OR ACCESSED FROM A ACCESS MUST BE SIDE LOADED OR RELEGATED NON -FRAMEWORK STREET OR ALLEY. TO THE REAR OF THE BUILDING, OR ACCESSED FROM A NON -FRAMEWORK STREET OR ALLEY. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT 1 SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF 1 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. e IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. C THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE OR FROM THE FRONT PORCH. 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). G FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. Original Proffers X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00-001E0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMt) and TMP 90A1-lE (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-00-MlEO, 07600-00-00-051AO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. 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 ZMA 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 Parce1090A1- 00-00-001EO are hereby removed and superseded by these proffers. Tax Map parcel 090Al-00-00-OOIE0 (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenway Connections to Potential Adi acent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (100'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 l(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300th Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia 7t�— compan By: Dan Rosensweig, Manager 1j'pLT F CLINT W. d ? SIUFFU541i >� A Lie. N AV 'f,rj 812112022 �� G • M E 0 0 0 N vi N >E w a E LU Q LL o 3 0 - a L M Q j U m W J —Lri v zH v 3:o �x <�N< ne � 2 aciN ¢ . c L^ 0 0' N N M a� W J N Z 0 f f Z O U U m w 0 Z O _m LU w cke DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. 1-1 (W V J J w 1 4 J / co 06 I � (n W LLl ILL > ILL Lu Oa J m LU a z LL G O W O —1 LL W 0 LL O ° O 0 O 2 D O U) IOB NO. 40919 SHEET NO. C0.01 L �!� N 'A�t �0% TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA i O CLINT W. �7S UFFLET >0 • • �Af Lic. N SIJ6! (4� 8/24/2022 ,tom �v �4V; • r�s10!1AL �ti�1 ti01NAL • M E 0 0 � u N � N C > E W a E w w 3 Q LL o 3 p LL - WO`m� LU V2 aj-� Z .. rn O P C7(A `�� LU a w 30 )x U) W i c ry Z O Fv> V) c N W N W M � d � O W vi M O x c� O F 0 w w w 2 Q z O DATE 812412022 0 } DRAWN BY C. GAYNER • DESIGNED BY C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • SCALE N.A. IL(Uj V J H4 0 U) w J z co F_ It LU �>z - LLJ J 10a CWC Oz G Jco m O w ¢ J o w U a LU W 0 LL Q o LL w O 0 DC w Q 0 O o O U in O o m O o a t JOB NO. 40919 SHEET NO. CO.02 BY BLOCK SUMMARY BLOCK ASSOCIATEDPLAN(S) STEEP SLOPES (ACRES) OPEN SPACE REQUIRED (ACRES) OPEN SPACE PROVIDED (ACRES) TRAIL&PATH AMENITY REQUIRED (ACRES) TRAIL&PATH AMENITY PROVIDED (ACRES) REC.AMENITY& CIVILSPACES REQ. (ACRES) REC.AMENIN& CIVILSPACES PROV. (ACRES) MINIMUM RECREATIONAL AMENITIES &CIVIC SPACE REQUIRED RECREATIONALAMENITIES&CIVICSPACEPROVIDED TOTAL GREEN SPACE REQUIRED (ACRES) TOTAL GREEN SPACE PROVIDED (ACRES) TOTALAMENITY SPACE REQUIRED (SF) TOTALAMENITY SPACE PROVIDED (SF) 1 1.80 5.97 0.23 0.00 2 000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 405 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 10,000 THIS PLAN 0.56 0.05 0.05 0.56 2,025 TOTAL 0.56 0.05 0.05 TOTAL:405 LF CLASS BTYPE 1 PRIMITIVE TRAIL 0.56 2,025 2 0.10 1.10 0.20 0.00 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 8, 700 THIS PLAN 0.44 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.44 1,491 TOTAL 0.44 0.03 0.03 TOTAL: 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.44 1,491 3 0.00 0.00 0.00 0.00 0.00 0.00 THIS PLAN 0.23 0.00 0.00 0.23 0 TOTAL 0.23 0.00 0.00 0.23 0 4 0.00 0.00 0.00 0.00 0.00 0.00 5-g 0.00 0.00 0.12 0.11 500 SF NEIGHBORHOOD PARK 600 LF CLASS BTYPE 2 TRAILSa 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY` 0.23 10,500 THIS PLAN 1.08 0.11 0.66 4,415 SF PLAY FIELD 1,866 SF TOT LOT 985 SF COMMUNITY GARDEN 2,693 SF GARDEN 3,940 SF PARK 1,855 SF PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 TRAILS 0.90 28,551 TOTAL 1.08 0.11 0.66 TOTAL: 746 LF CLASS B TYPE 2 T RAILS 0.90 28,551 9-11 0.38 0.00 0.50 0.13 5005E NEIGHBORHOOD PARK 2,170 LF CLASS B TYPE 2 TRAI LSb S,000SF NEIGHBORHOOD PARK OR REC. AMENITY` 0.63 22,700 12 0.00 0.00 0.00 0.15 6,5005E ACTIVE USE REC. AMENITY 0.15 6,500 TOTAL 2.28 7.07 2.31 1.05 0.19 0.39 0.74 10.41 2.13 58,400 32,067 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 6FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 `SPACE REQUIREMENTS IS CUMULATIVE AND MAYBE PROVIDED USING NOT MORE THAN 6SPACES, NONE OF WHICH CAN BE SMALLER THAN 5005E DISTRIBUTED ACROSS BLOCKS DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS BLOCK AREA (AC) BLOCK CLASSIFICATION MAX. NON- RESIDENTIAL BUILDING (SF) NON-RESIDENTIAL BUILDING (SF) NUMBER OF LOTS PROVIDED S.F. DETACHED S.F. ATTACHED TOWN HOUSE CONDO/ APARTMENT DWELLING UNIT RANGE TOTAL UNITS DENSITY RANGE REQUIRED GROSS RESIDENTIAL DENSITY TOTAL# MARKET % OF TOTAL REQUIRED FOR FOR RENT TOTAL TOTAL %OF UNITS UNITS UNITS UNITS REQUIRED (DU/AC) (DU/AC) RATE UNITS UNITS AFFORDABLE SALE APARTMENTS NUMBER OF UNITS TOTAL UNITS 1 7.1 GREEN SPACE & 0 0 0 0 0 0 0 0 0 0 O.O 0 0% 0 0 0 ado BUFFER Fifteen 2 l.s o 0 0 0 0 0 0 0 0 0 0.0 0 0% o 0 o ago 3 1.5 NEIGHBORHOOD 5000 0 0 0 0 0 0 412 0 3-6 0.0 0 0% 0 0 0 a� DENSITY Percent (15%) of the total number 4 1.7 5000 0 5 3 2 0 0 5-14 5 3-6 3.0 3 6a�o 2 0 2 40% URBAN DENSITY 5 6.8 RESIDENTIAL 5000 0 54 4 4 26 20 60-127 54 6-18 7.9 10 19% of residential 24 20 44 81% VILLAGE dwelling units 6 1.3 NEIGHBORHOOD 10000 0 0 0 0 0 0 0-31 0 0-28 0.0 0 0% constructed 0 0 0 a� MIXED USE / on the NEIGHBORHOOD Southwood 7 0.7 PLACES 10000 0 7 7 0 0 0 0-12 7 0-18 9.7 7 10a� Property 0 0 0 a� 8 1.2 10000 0 14 12 2 0 0 0-17 14 0-18 11.4 11 79% 3 0 3 21% 9 1.7 10000 0 0 0 0 0 0 0-61 0 0-34 0.0 0 o°ro 0 0 o a� 10 1.9 URBAN DENSITY MIXED USE 20000 0 0 0 0 0 0 11-62 0 6-34 0.0 0 0% 0 0 0 a� 11 5.7 20000 0 0 0 0 0 0 20-182 0 6-34 0.0 0 0% 0 0 0 a� 12 3.0 30000 0 0 0 0 0 0 13-102 0 6-34 0.0 0 0% 0 0 0 a� TOTAL 34.0 N/A 0 80 26 8 26 20 N/A 80 N/A 2.4 31 39% 12 29 20 49 61% L LEGEND IIII \\ LEGEND •�,htpiTti/���� \ REMOVE EXISTING VEGETATION ?: STEEP SLOPES - MANAGED / / / \ \ ® I.:� CLINT W. Ct i STEEP SLOPES -PRESERVED / / / / \ MILL &OVERLAY ASPHALT �.�/7 S ICI F F L ET > • `. \ / / Lie. N SIJS! 4� ---- SAWCUT ASPHALT i G 8 24/ 2022 SCALE 1"=100' \ I `�.i' G , EXISTING INTERMEDIATE CONTOUR , / - - 32_ - _ _ - \ \ I ••ror S/ONAL EXISTING INDEX CONTOUR 0 100' 200' \ \ ~•♦�cc•••' EXISTING EDGE OF PAVEMENT _ _ EX. EP_ _ _ C&G' \\ Zk EXISTING CURB AND GUTTER - - _ _ _ - - _ _ _ irk „\�\ \ \ / i — - - _ / _ o PROPOSED CURB AND GUTTER CG-6 o c EX. 15" RCP ����-- = /\� \ I > E_ EXISTING STORM SEWER -----y----- I - \ \ ` _ _ 7___! %�'/ 1 \\ \ I I w w > J EXISTING SANITARY SEWER - o SAN-Imm- > /) \ , - /// / % / // \ \ a o 3 EXISTING WATERLINE \ If I, ' \ ` ` ( / ' I w G s M DAM INUNDATION BREAK ZONE - - / o\_! v N z0 EXISTING FLOODPLAIN o 0 0 0 0 0 0 0 0 0 / o o ° / ' 1 + / r / ` \� = - += ' / / 11 a\`\ (1 \ \ I oIn C, rn V fy STREAMBUFFER - - oo ,' r/ /CL \1\\1 1 1 I z x c� EXISTING TREE DRIP LINE I O o O ' + \ / , r / / ' ' ' ' �/ / / / / /� \ \ I 1 I I 1 I I � a�i - a o _ \.. .\ \ APPR XIMATE Ln _ ry z EXISTING TREE 15' OAK 1 0 \ \ , / / / / // i /' y 11 - I - - _ - - _ �\ \ \ \ \ \ i J > i ' / / HOC TION OF = ¢ O I I o \ IIIII � ° ry Lu / i __ - - Lu 00 / I will \ 11 // ° / ' / / / ' / /'/ -_ // /%%/i// I r/ II �frlT� /'TI �✓�t/FFf// / 1 -ltli\ / \\ \ + ,T� O / / /// '_ - \ LEI r / V /-/i / / / / �L/ 1 t o , r / / / / / / , sJ //i �/ _ \ \ >o / / / / %' r ' ' ' I ! / / / I / ASMA T {�\ ` T r- ` \ o�// H, % ! I I Ir�_a__F_ - -1 1 1--L L NOH�rRbA / X _ ��-���FVE -- - / / / / / / / / / - , / /iX " i f ' 1 I / I L__ J I L------t--Y-V-� �1_O _ �__1- C \ l \ \A \� -� �e ♦ -- O I / / Rpt I I -- -- 1-VA------ F-t-i- -ETA : , 1��+sG�11 `c \ / 1 I I 1 1 I I \ F-�-i-�_�__ \ \ \ \ \ \ \ \ \ _ \ \1 / _ _ =<9- �AD POWER LINE-LO E _ \ = \ _--- i /l�J`�Z� �r.[ / _ IIII _ o \\ o / ///�/j +/ / / ,i1T�/ -i/!/KPH \ / °°/ /i �'''�//' / I �� I I r ' If\\�!/'//�%/'/%i /'�'/'/ ���- /l/I/l it �ii//i/�LC-#�1 xQ REMOVED. / '/ / , k \ ``-� P?�/VNPi I ,� v� /�2WSra 0 o /i 1 / . , , / \l.�'1// / / / / j _ l l 1 / / , / / / / /i / / / , / / / , / I / / �c p/ / / / _ / / t S T� w \ /o % I /i//Ups 9i�HT J9 1 / \ \\ \\`//// / /� // / / i- _ I I I I l // / / '/' // / / ' / / p i� J // / i' i / s� /� w H / �I l I / / / // / // / / / GQNT'WTOR/T� / / /i / /' > W ° �% !. / / / / // -��� '\\\ \\\ , �/ /� / / ' _ _ - / - _ / I I 1 /, / / / / eO'ORD*fE WITH-POIl 1i IIVN! / / / \ / / / - / !/i - .G ��j' y 2 Q \ \ MANAGED I I &l CE r / ` \�\\l/ - l I l / / / // / / / / / / / / / // / i . I III Q /� _ STEEP SLOPES / / / \ I // �ASEMENT ° / �/�✓%y/ \\ \ \ /i Ill I I II I I /' / //' // / / / EMiyIE / rp\�/ / \ v - _ \ (TYPICAL) �/ _//111�,/ I I // ��/// \\ '�'� '''/ _\ ._ I ) I I 1 I III / / // / / / / , _ / /%//%/� \� / x� �\� �. // z /r / o / - / I I ' ! / /' r / / / / ' EXISTING VEGETATION ' / I o /-_-1 I I 1 11 I II I I / / / / / rFC$f'HAL„T ! �_ \ // \/,% / /�/ �///U FfOUN[(1 UTILV INI O� c°�'� :-'�\ �`- /ii / / / //' Il ° / '/ / /i//% /'//iIlIIII t ,--,'---- -_/Ill 1III�1\\I\II\\I I I III! i' � \I\ I TO BE REMOVED DATE I - _ \ I / / l - \ \ ' -_-_ 'sC /_ / / / I I \ t / I \ \1 I TO BE{ R�LOTEQ \ i / t.` FR IL \\a \\ `\ . \ / _- -___ ✓-�Co + / / i/� \ d i / r / ri% \ I I - - - --- - - (\�\ 4 ( I C)ONTReCTOR o (/ I ` L`.1./ /i ` _-_- / O \ \\ \\ � + _� _ / \ r / /i / / / _ _ / / / I 1 / �/ ��\ ` �4}ZC �09 O-Qb-O(R-�b1 QJ c � \ \-,���'i' \ � � � t.� 1 �/rr _ / � 8/24/2022 .� _-c- / ! / / / //r '/ ��\ / I I I !\ \� 1, - \ /S T �\O l��Ly� L`k LL \ /�// '6 y\ / '/ '�� / DRAWN BY \ \ \\ \\\�; / - l l \ ® ' / Ill \ ' /r� /'/ r, / /'/ _ - \:\ / 1 I / _ - - / \ \ COORDINATF\WITHT�CI. y4 / / / y��r �ii.= _ \ / l \ l /// / / r/ ' ' / / - _ \\ / 1 I I I / 3 \� \\ - _ _ �Q \ \ \ 1 /l �\' JRt , \(1 � \ i )1 � =�r--_-_ -� � \\ / / - � 1 I I .� � �\ c - \ `RdCT � /' IREryQ(iV l + / III r - _ 1 C. GAYNER \ \\ /�/ 111 = _- _ _ \ \ , II I , (I.�/��'f �GATIO,AI-0� \\ \Q \ \\ II\ +,/„ / /// , , III, I1 Ir = -r �- ; II IIII /III,/ 1/11�1\\O / ///.`E' O� \ P / /'r // r / iz _1_; �SRH,4L , II iv /ii .L,��(#l/l/ITNELSS£Sri i /I/ I IIII 1.1 1 \e� -\\\\1/I///i,/'/�� 1u1�1/�Il/l,/I11)l /. ��P'v )�°/ r/r / %; , //i/� i� --- _- / �' I ` _ {: I11/l/ / Q" �(V\/' lL-� NltA TA2Tdbc� • DESIGNED BY \ /\ / \ \ ` \0 //)\I \�i/ll,l IIIIIIIII / IIIII' I I I.I\ \\ \ \ - - /%%� //���/,///�, i/ /\6cP' I I/' 9 / ////'/ j�/ % �'// /_-_"_ _ _ `r! \� 1 1111Jill' II II IIII \\\\ _ '//� //,/// / F' tij l,9/ /'/''//' ,--- + _ �`=} _r• C. SHIFFLETT �1 1 11\\ \l \ \___ rMY, / 1\\ \\ \\\\ \\ \\ 1\\���\ \\ _'///�ii//��i' //'//I///%,///� I///°Ill _ 1 l ° \\ \ \\\\\\\\ \\\` \\\j��//II/ l \ + / /° �I( /IIIII I I / l / / Il \ _-' S ' \-tom-t=- i CHECKED BY \ /. r // 1 I I l / / l 1�'k 3fi8 a-,_� �, v \\ay,�� r/ ( \ \ \\ \\\\\ \ // // , l/ / ° I III I II / I - �--" r/'illll7 /If' ----' / \\\,\.�� - C.SHIFFLETT \�\\\\\\ \\\ / 1 �/ /I I III I ' ,. \ l / O \I I I I \ `_, `�\ • 1 - I \\\\\ \\q \ �AM1i�t\\\\��\�\\��\ ��///�%%//�'j/��/'/r'//�///l/lllll \ III IW /I// \ ,1 \ II;III I I \ _ II // ..'^ \ \ W�/ I r^� +\ \ \\\\\�\ SCALE lit \ b\ \ ♦9 \ I \ \ ` \\ \ -_ _ /, /ice V/,/ //! / /, /. 111 r / I \\ \ 11 \ ...,.. .. �I� \, i I \ - - -( -\ 4 - I \ / / _ \\ \\\\b vA�on1r\ \�� _ �'�;����/r���j�%�';�/l�%/' .II °I . ) a/Y — -- -I \\ -- --� - -' ,7�� 1 i =ioo \ p \ \ \\\ \\\ 1 \ / // /// //// I I�1\\ \ I /6 I _ -_ - _ _ _ \ I 1 :�\ �q OII� r \ I r \ \\\\�� \ \\ \\\ \ \ \\\\ \\��^,;-_;IIII,/ ,ii //i//i/ I �G / U 11 11 II�. / \ `^ ' <` +I \� \ I \\ �/ Ill I.11 / ,a/,/,r' , - - - -'/ ,;I. _V _.\ \.,...- _ - - - \ \ \\ \ \ \ \\\ \i i,^I1� l li //i ! , - - \ �LJ .I:. \ - _ _ - - _ .\ `- - _ rl_ _ 1 C \ \ \ \� \ \�o\�\\ \\\ ate_ _ /� _ ` \I \ \ I 1 ` \ \\ \\� \\\\o\\\y\ \ \ \\ \ \ \ \ \ \� �\ _� IIII / IIII/ /// r/ / I 1 /' ,/ �A - 1 �.-.. - - - _ _��,�^ _- _ _ _`-•.z r+s�il' ♦ \ I 1 \ \ \� ,1�\\\\\\ \\\\\\ IIII \ • \\�\\ �`,.\�,�;�_ _�'�X// r, ,i�i/%IIII/ /lil�1\./', q o1 \\ 1 I 1 REMOVE -- —_= - r / r \\\�u \1111 • ==i/ii/rrr r / I\ / II ASPFi T--- - -[t; - --I - \ \ t /@OtW / / 1p \ \ ITTE N SANE- - - _--" _- _ - ` \ND 1i//� ��J+ / / / \ \!, `I POR�I OF/ 'T PRILY DEAD - # _ \ \ 1 y 'lJ` / /1 ` \\ dq 1\\�\IIII\,�1 �QAI I — — III 11 I i/ /t / r /i //DDCI'` TADRIAVEWAY \ n / / /w \ \ o \ \ I / \ _1 ' \ \\ \ E OVE PLY ! W \\�\\\ \\ I\�\\/ \ N, ASIa�, \ \ I I I 11 I1 1 \ (� l � � �IIIf I-�� II I v / `\ \ L \ (\� -� _ + \\\ _�� \ \ I ,\ \\\ - \ / / , / e \ / i\I 1 9 I '�li 11�1 J 11\\\`v o _ ����� - ( \\\ \ �`�`\\ \ I \ \\- ❑ \ / / \/ar 1/ 1� 1 / // UIIII\\\ \' dam_ - --- ,\ \ I \1 �j4, / / / / r u y/ • \ \ � � � C- / � _ � �� ) I / \ 1 / 1\\ \�i � / � 11 I i y it J _ _ I I �I \� / l / III! I // `\ \I, 11r,Illll I I X � �❑� \ � \ \, 1 _ 1 ! P I/ ►'1 11 I I /y oo _ ool / rT%r/i // // %f-}�1 r \ \ /�' _ _-_-/ _--/-_ _` - / - I / I q. V /_/ 1 !IIII r IIIII Z r III vl Y'� ' `r w- o o /// / //p / U \ _ \/ �.\ / \ \is� - ,! ` I II \ +'gym °000000000 /o /d/// / f II r %-,/ , / \ / ) ,I _/ /.`+ _ _ _+_/ I `✓ I I I I I I;i II\'-_ I i y" \ I I Illllllll o o ' / \ \ I I \/' II / I I I II / / /� .� /�'�/ ' / II/ / i�'///' / / , `l >M / �\ y /�� - \ '\` \\\�I Il�\ y-� IIII.o\\I\'��\\ I1\\`I u,\\ 111 //I//�// IIIIIWIII I1,�I �{ ,\I V / �- r ,� �i , / / \/` � \ _ �/, \\\II I\I�\��d\S�\\I % \\/ v //lf1 / 1III'o \III\\ > _j -/ /_\_'\ ` / v_� _� < 4 \ \ \I\ /'///i/ / I II\ _ /_/ / / / - /\ �� -' \ \ - _ /J \ \ 1 \m 111 \ \ \\R'\\1 11 IT] V /♦iV /r// �l!/ -/ \ s \ I _/� i . / \ \ L O�Ct41 00 00-891(JO \ I \ \ \ \ \ \ I\I I III' I / / \ / / "/ I l ` Z jr\ EXISTING \ \ \\ it d D GkIARLQTTESVlLtE2Lfi % i4f o ^\ + 1 1 I I 1 �` I \� \ \ I I) V I I I 1 _ \-.0 _ R2 E IVENNAL - - �% i t Y \ \ U +\ / N VEGETATION TO BE , ` � I � \ 1 � � / /' � �_ \ \ � � r - _ � � _� = k Q. , �i' �� , \ 1 \ / _ _ _ o- REMOVED \ j l \ ' / \ \ �C-'' %/i'� \` 37C5AG 0\6�' / I, ` �_.' i I I I I I /E^ \� �� C �'� _\ \ - /'i/ / %_� \\ -` IN - ' i'/i%i i ' ''� r /,�r l I / j'� r 1 \ ` ll"" %/ 1'� / ✓/ / % / / �� J \\ 1\ II /,,' f� / \\ \ \\1���1\I �' W \' ) / // it \ / i / / '�+ / / �' / /11 / _ i _ %/ /i -\ �JI I/ r//�P /� '/ i // / /// \ \�\\ \\\\ //%// i ' IIII%/ r — //ii _ i� I /i /hi///ice i I I r / P ,��- // j �� NI .S \ / --1_ '%I I I I \ 1(\ + /// ice/��// 7/ / �'f/ � )IIII \I CI �// / '/' C 1 i� '.,I �_ _ ' ', / �- NIT %//� \ \\ \\\=_ _ / �.a'/// G lCL i I �I 7 / � - - _ �- / \ � \ ti_ / / /i /i /i / � i� r // , ( /) � / I I � - i / 9.// _ /' i'i' �'' �' / / =-i i IIII '♦ \\\ \ \\�\ mil_ i / / �i / /�( y� / l / I';,,J/ - 9 / �/ '�' / / IIII \ ��_-__-/i�'//'%�\\\'\\ \\\��_ �'�//�'/ //�/ it/,/' Y'/Sl/ / 1\ /� / / II J iC•,���t'\I IIII %/i%IIII _/��'' LL 'y \ _ ' / / / `777rrr"C LI //!>i/i�//i/ i 'i�/�// � , ' / / / / / / / � � i % � ' / 'Xv + / ,/ 1. � \ ! � _ - _ _ �� ��/_iii �//// / / f/ 2 /1 UG / V III / ///J/�%�� � i=Q oP / / / / /� _ /i I I \ �_ _ /�� Si% /ii / / / I �'// / / ! / / �/-/ / /�y� III -s' y�r ! (_` �_. „'/� _ 06//''/\ \`\\\ _�-__�� i //, /'/,// //„ , 1 -\ I! '$�♦,,J -'1 ,YI�1 I,lu / T\� �i/`�\ _�____�'�,,/- O wWG) / /,//lam�/ / //IIG I / \ I \ \ \\=-�i_��_%IIII 0']� c � _.���� �/11 \�\! // r�n/� I 6, / /' ', / / / / / / ' / // ' '//' 4 / / �C />"'� // // l//l/l ���--/� - i, ��� I� _ _ _ _v_- ✓i/ / /�/�`\�i / J 1 I 17 d / / r / / / / / / / I / / / IIII l l - - - %/ 1\ - _ _ _ _ //i /i//i/ / �� = I/ \��\ \ 1\�!!� / / / // \\ G*rr'� A. o \` - = / - W Q Z , / / / /i 'ii //Ill„ /' ` = ' ' %sue _� �'%�iIIII/ / / \ `�' \ \ / I I I / / l II �// // / 3 I I / / / IIII//`-f��'=__� I / / // + I / /� / / / �%!'� i � -TJ /, / /i/'i / / = _ _/rr` �\ \\ - \ / / // '/- __--�//1 //ice /ia ( \ I\ �! �V�y�/\\ \ \' F' IN \ \ bQ\ 9y`94\1�"P\ C SVf/ //_ _ _ _ _ l / =r / // / / / /� 'I •C- _J ` \ u w l \ \ \ �✓ l I I I , , / / / �\ /„ // , // �// / -� '/ram s i/i'/i /IIII/ /'�ri / 1 ` \ ^ \ \ \\ \\ \ p`1,(ma`s 'f / \ \qq \\ \1 U \ �1♦✓�'"ry� -- Z \ Q/ i/ T-39\. X'1 PV \ I I ' / / // ,/ / / / 9/i /i _-- r/ / // // 'i / // / -� l F J \ \� \\ ` W \ `i \l/ / \ `\� \ dl}A� ISAI(l Tkl Y / // / // / / I IIII IIII' � /�/ i/ / i =%//i/l�� y /ice y .✓/ /// /// / i i ii / // /i / \// j�/ 1 I I � _ \ �\/( \ \ \ / � U e\ \ \ \' 1 � ^Ol � � I I 1 I- \ \ \ \ EWt 3 �t "/ /// 8ME /, ' / PR�� FItAI,, '\' I bf= \ \ \ \ \ \ I/ / / / / / / // / \ / Y1.• / �/ ? \\, \ \ \. \ ` \ Sys - - / \ \\ ,\� \ \ / ''i% // i I >' 1_ _ \\� U) / 57< / fit- .I /\V,\ \ y\ \ 1 J,II(IN, 1/\0 ol \\°-\'N 0-- \-\ \\���a•\�\J�-�- _�—= _`�\_��\\�\�\2_ -ate __-+���\j�tj -���A>1 1 /I I /\�\\5_- \ \ \ ��)10 O \ \ �11 ° o `_ \` °\O 1 IRj395.55'12 _ \ ` -�\\ \ Sy \��� o + IIN�OUk394.48'12"PVCjN�j' \ ., \pt / I \\ -��_ t�Y �____ ��� _ /i i/ l/1 // / IIII /� _, '-%-=ice // _ _ IIII "^ \ l \-_ 1 \\ _ \\ L / / / / /i/ i// / _ i ice' / / / / \ -_�- \� �\ _ml _ _ � �� �^ / I 11 / IIII// l /" /// / IIII/ / / 'IIII ___ i i _ -_y � _ / / .Q--�'"� / \ �// /// `\\\ / '� ( I O / \ g�� \ i\�'�h\b\�-�- ���� /i/�� / / I \) // / �, / IIII/ / / % /// /�'i/ice �i i i ��i� _� /i iS �// .j / // r / / / j///� 11 / / \ - / IP ♦ '\`\ \ \ \ // \ \ 1�/II \IIIII// /' \ \\1 I\\\ V/ // \\� \ \ o� If 11/i!�'/\\ OTOP=d98)1``/ /l h / II/II!( % / / / ... / / / // / = i- - / r askw _ \ \. y \ // l 7 / I l / / �'// /// / / /� /// / � / UGI / Sy / / �// O i / F �j IIII / x�° \ 1 1 \ / - ' \\ \ - - -_� �\ r \�\\ \ ♦ - - V' / 'i _ INV IN 30.6 12" ?P / 7�)y ` + �, '\ \ \�� \"\\\_/i/ / IIII lj//Ill \ o, \ \ ``�\\- i� �1 I / /// I I/ // /////i// / // / 1Ny.0gT-394.51' 12"PS/C \\�A\ / // I l I l / // / , / v o 00 \< \/ \ I `\--'i //,� ,� ! / l 1, /////// // IIII r /�/�/i Q' / /� , �g / ._ ` \- L-_ , , ♦*s''$ /l )� / - \ \ o _ o — / / /T� / �'�: - / / \ I I \ \ \ I \ /ii , \ JOB NO. ` 0 1\w'\ °.°� 1\�- //y//I I/ III l // IIII ///l//l/// r//, /�/ /� / / / ' / �' / /L d I I / \ \r / -X \ \ \�\�`x\\\\\\�///a_-���� `--`\ o\�`!� I\�o��..,.�\\moo I\�_-_///r///lI Ill/IIII //'//// //�( - \ o Q \. _� /�/r �l 1/�, / /,// //// / , /�J /�r / / / `/ / / f /� , I I l 1 1 1 I \\� \� /-�- - / �� _� ° - - - - \ O \ o \ate `C\ o a d o y 9 .iv/ / l 11 Il " I I l Il SjS(((/II /„ �l l I / / A. v / / i \ ',pi 1) I // \�\ �` _ = 1_t - i \ / / \\ \ `' \ / n - - . o _ �\ \ °."� r �` /f 1 / / / IIII l I / /� r I �f' I . _ _ "'C / l 40919 S _\\,_ o_ \ _� i-L,(,.- _ oa \ \ 1 / / / L �✓ / / \ I �\ -_\ -4 - -s / - \\`� '/'i� _\ \ - _ ` o \ _ \ \ / O r / / / ,{V�, / \\ S �/ / J i / �l ° o o _ _� _ \ 11 \ \�\ / / / / I 1 L d u �-__-�� \`-_ '�L�----_ __ � �-__ `\�^_ SOP=� \\\�.-'l `-"•it'�////r/ ///11////////! IIII'I�I II/ r/II \\P��'�L/i � �{ �%/� - \ 1I \(O `-�� `y.i �_�_- - / \�aZ' / \`\��� \ SHEET NO. �O\o\o \ \\ / I �i �j j ///// / /,,/ % l/ // / / / I I I 1911 \ ��/( , I , 1 / \ I I + / O / ! I / IIII l C'��_`�- _i ' �` �( \ \ '� \ r % Ci2. 00 =fl�� \-\\�.. L Excavated Inlet Sediment Trap #4 Design Drainage Area (Acres) (<3) 2.88 Trap Volumes: Elevation (ft) Area (SF) Volume (CY) 450 2229 (Wet Storage) 452.86 3703 314.2 (Dry Storage) 455 4943 342.6 656.8 Storage: Storage Required (CY) (134*DA) 385.9 Bottom of Excavation (ft) 450.0 Top of Inlet Elevation 452.86 Storage Provided (CY) 656.8 Slope of Wet Storage Sides 21 ST SEDIMENT TRAP 4 No Scale 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) Trap Volumes: Elevation (ft) 494 496 498 Net Storage Area (sf) Volume (cy) 2314 3096 200.4 3524 245.2 Net Storage Required (cy) (67*DA) 133.3 3ottom of Stone Weir (ft) 417.4 Net Storage Provided at this Elevation (cy) 200.4 -lope of Wet Storage Sides 2:1 )ry Storage: )ry Storage Required (cy) (67*DA) 133.3 rest of Stone Weir 419.0 )ry Storage Provided at this Elevation (cy) 2452 31ope of Dry Storage Sides 2:1 1'I vwMN i MI CREST OF STONE WEIR YEIUABLE GROUND ELN. FILTER CLOTH ORN cROUau NDO ELN. 1 -SEE PU1TE 3.13-1 COARSE AGGREGTE'• CIASs I RPRAP "Coarse Aggregate Shall be VDOT #3, #357 or #5 Weir Length (ft) (6xDA) 11.9 Bottom of Trap Elevation (ft) 491 Bottom Trap Dimensions: 40' x 60' Top of Dam Elevation (ft) 499 Top Width of Dam (ft) 4 Top Trap Dimensions 56' x 80' TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTING INSTALLATION " uu L� V •crr�-L��'a L� 1 LiiTTy�:�r �P � / •rr;a -yENTRENCH EDGESOF MATERIAL4z CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. LO 1 2 TRANSVERSE CLOSED "' �„ CHECKSLOT 6'UPSTREAM AND f' DOWNSTREAM TERMINAL TRANSVERSE OPEN CHECK SLOT ST 3.13 BM 3.36-4 SEDIMENT TRAP 3 SOIL STABILIZATION BLANKET (TREATMENT-2) NO Scale I No Scale Sediment Trap #1 Design Drainage Area (acres, < 3) 2.38 Trap Volumes: 011 CREST OF STONE WEIR �gE Elevation (ft) Area (sf) Volume (cy) GROUND 461 947 f1N. A' - 462 1295 41.5 DRY STORAGE YMRa£' 463 1667 54.9 464 2065 69.1 465 2487 84.3 WET STORAGE ` 466 2935 100.4 (ExGw ED) FLIER ClOTN pRf1NAL 350.2 1 EGA01pLN° Wet Storage: .SEE PLATE 3.13-1 COARSE AGGREGTE" CIASS I RPRAP 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 T 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 35' Sediment Trap #2 Design Drainage Area (acres, < 3) 2.62 ""ME Trap Volumes: ORIGNA. CREST OF STONE WEIR 0AA9IE• Elevation (ft) Area (sf) Volume (cy) GROUND 415 1609 f1N. 0 417.4 2653 189.4 DRY STORAGE - YARME T' 419 3429 180.2 WET STORAGE Y MIX. (IXGVATED) CLOTN ROUN G GROUNDD `FLIER ELN. Wet Storage: .SEE PU1TE 3.13-1 COARSE AGGREGATE" CWSS I RPRAP 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) (6xDA) 15.7 Dry Storage: Bottom of Trap Elevation (ft) 415 Dry Storage Required (cy) (67*DA) 175.5 Bottom Trap Dimensions: 26' x 94' Crest of Stone Weir 419.0 Top of Dam Elevation (ft) 420 Dry Storage Provided at this Elevation (cy) 1802 Top Width of Dam (ft) 4 Slope of Dry Storage Sides 2:1 Top Trap Dimensions 34'x 10Z 3.13 ST 3.13 ST 3.13 SEDIMENT TRAP 1 SEDIMENT TRAP 2 No Scale No Scale Sediment Basin #1 Design MIN. 1' WI SPILLWAY 2' WITHOUT CREST OE EMERGENCY SPILLWAY Drainage Area (acres) 5.78 Basin Volumes: DESIGN HIGH WATER (25-YR. STORM ELN) Elevation (ft) ContourArea (sf) Volume (cy) (DEWATERING 418 3010 MIN 1.0' -- -- 421 4625 424.2 RISERCREST 423 5855 388.1 • DRY . STORAGE 426 7780 757.5 WET • STORAGE S_EDIMEM CLEANOLR POINT ( STO% EERR DUCED ID 34 Wet Storage: Wet Storage Required (cy) (67*DA) 387.2 Design High Water 424.0 Dewatering Orifice Elevation (ft) 421.0 Top of Dam (ft) 426.0 Wet Storage Provided at this Elevation (cy) 424.2 Top Width of Dam (ft) 4.0 Available Volume Before Cleanout (cy) (34*DP 196.5 Bottom of Basin (ft) 418.0 Cleanout Elevation (ft) 420.00 Approx. Bottom Dimensions: 112' x 56' Distance from Cleanout to Orifice (ft) (> 1') 1.0 Upstream Face Slope: 3:1 Downstream Face Slope: 3:1 Dry Storage: Dry Storage Required (cy) (67*DA) 387.2 Baffles: No Riser Crest Elevation (ft) 424.0 Length of Flow, L (ft) 135 Dry Storage Provided at this Elevation (cy) 388.1 Effective Width, We (ft) 60 Diameter of Dewatering Orifice (in) 5.0 L / We (Baffles required if < 2) 2.3 Diameter of Flexible Tubing (in) (Odfice+Z') 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 Tc (min) 5 Slope of Barrel (Sb) 0 1 2yr 3.69 Qp 2yr 9.6 Length of Barrel in Saturated Zone (Ls) 0 1 25yr 6.85 Q 25yr 17.8 Number Collars Required 0 Dimension of Collars N/A Principle Spillway: Available Head (ft) 1.0 Emergency Spillway: No Diameter Riser (in) 48 Bottom Width (ft) 0 Diameter Trash Rack (in) 72 Slope of Exit Channel (ft/100ft) 0 Barrel Length (ft) 137 Length of Exit Channel (ft) 0 Diameter of Barrel (in) 24 Crest of Spillway (ft) 0 Barrel Inv. In Elevation (ft) 421.00 Barrel Inv. Out Elevation (ft) 418.95 3.19-1 ST F EDIMENT BASIN 1 o Scale Sediment Basin #2 Design MIN. VIM SPILLWAY CREST OF EMERGENCY 2' WITHOUT SPILLWAY Drainage Area (acres) 7.33 DESIGN HIGH WATER Basin Volumes: (9s-YR. STORM ELEV.) (4s-YR. STORM Elevation (ft) Contour Area (sf) Volume (cy) oA' 409 2870 - - --- -` MIN. 1 0 412.5 5580 547.7 RISER CREST 415 6580 655.E DRY STORAGE DENATERING OMCE 417 11810 755.2 WET sroRAGE SEDIMENT C E 01.T POINT (• WET • STORAGE REDUCED TO 34 C.Y./ ACRE) Wet Storage: Wet Storage Required (cy) (67*DA) 491.1 Design High Water Dewatering Orifice Elevation (ft) 412.5 Top of Dam (ft) Wet Storage Provided at this Elevation (cy) 547.7 Top Width of Dam (ft) Available Volume Before Cleanout (cy) (34*DP 249.2 Bottom of Basin (ft) Cleanout Elevation (ft) 411.5 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) 491A Baffles: Riser Crest Elevation (ft) 415.0 Length of Flow, L (ft) Dry Storage Provided at this Elevation (cy) 655.6 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) To (min) 5 Slope of Barrel (Sb) 12yr 3.69 Qp 2yr 12.2 Length of Barrel in Saturated Zone (Ls) 125yr 6.85 Q 25yr 22.6 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) 48 Length of Exit Channel (ft) Diameter of Barrel (in) 36 Crest of Spillway (ft) Barrel Inv. In Elevation (ft) 409.71 Barrel Inv. Out Elevation (ft) 409.00 3.14 ST SEDIMENT BASIN 2 No Scale 416.0 417.0 6.0 409.0 74' x 37' 31 3:1 Yes 100 30 3.3 No 0 0 0 0 0 N/A Yes 8 3.9 0 415.5 �t pLT k �tF 00, CLINT W. 2SFFLET >� 0.0 Lie. N 54389 ,((�r i 0, 8/ Zk/ 2022 ��V; r, 111ti'oi :.N�,,� M E O O N � N C > E v E w Q LL tj 3 p M. o w 0 m6 �_j VG�o Z .JH - ri O rn C7w _ a w 30 �x VV) w i ry Z O'^ Fv> c L ,-I N 0Lu i W M Cr CDW 0 x c� 0 F 0 w w w U Q U � Q Z 0 LA DATE 0 812412022 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLEIT SCALE • N.A. LU Q J J Q I -I w 0 0 U) 06 W li 70 Q CW G > J a.Li .L 0 CC 0� J m z W Q 0 O z LU Q C) L1I W " F5 C) C46 0 z 0 0 L2 u.I I ,0 V 1 JOB NO. 40919 SHEET NO. C3.01 L \`���\ �\ �i� \\\\\\ 1�1�1111�1111 Ijll '11 lII i I I \\ \\\�` \ ` - - -/'�/'/// /�'i�'%��i i'% 'i�/•�//..o�///'/'/,//( /•,� // I / 6 / , l l/, // //,// /,,/// ///, /�/ - \ \ I - \\' - - 701 \ I 1 I I I I I I \ \ _ - / /'/ // / / / // bi / / // �/ // / / l l / / / , / / , / / / / / / / / / / ' - ` �- 5 \ \ \ I \ 1 I I 1 I \` ` \ �`--- ' ' / ' " ' / ' '/ �.dj /"/// , /l/// ' I I b_.l, l / / - _,A \ ` - //9// \ \ \ l 1 1111 1 1 1 \ \ \ \ \ I \ \ , / / / //, /i/, , / r/i /////, // / / / Ivv �/ / / / - - \ \ \ _1 / \\° \ \ 1 ,// //// /, f f�I//' ��' / /o sw4zs�i3 / TP / / ///// / /�/ ///'// \\ \\CWD \ \\\ ,\\ \ / ) \ \ \ \ \ ` / / / /� , // / ,1 .` / I \ 0 \ \ \ \ \ \ \ \ \ I \ \\ \\ \ \ \\\ \\ \ \ \ ` \ -' / / /// x / 4 / / / ///'I I / / FR TAlili WA D IN E t/6 / / - \ 1 \\C / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \. \ `�� \ \ \ - - - - - ' / / / / / / r / / / / //,4,//, ///,% �i'/ / / /, //- / / /' I ,/ Ax Eh�`M f�l PG /b)TM �r / / I/ _ \ `� \ i / \ \ \ \ \ \ \ \ \ \ \ / / // //// // // / / / / / ,( / 1 l/ \ \ \ \\ \ 1\ \\\\, 1, 1 \ \ \\�\\\\\\\\\\\\ \ \ \\ \\ `\` \\ \ \\ / /// ////% %/'//�//'o// / //////II //, l lll/ l9'), 1 \ \ \ '\\ \ \ \ \ \0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ - - - - - - / / , / / / / ,, /// / i i //i /6 , /// / l I l / / SEDIMENT BASIN #1 / TW 427.34 `, I ! I / / / I I I 1 I ` / .SF- _ CIP 953 z3.z \\ \\ \\ \\\ \\ \ \ \ \\ \ \ \ \\ \ \ \ \ .- \ \ / / / / / / / / /, // "/ /// // /// ...VVV\\\\rrr`))) 1 I I I \ \ \ \ a \ \ \ \ \ \ \ \ \ \ \ \ \ \: ` \ / / ' / "/ / / / // /i / /'° / / / / - / I l 5.78 AC DRAINAGE AREA I I 1 L� I I - - \ \\\ \ o \\\\\\ \\ \\\\\\\\\\\\ \\\\\\\\\\ \ \\\\ \\`�\. \ \ \\ \ - - / /' //'� ��/�'fI /�i/''//i// //i/�i/'//,/ /,/ /l: //l`/ TOTAL STORAGE REQUIRED:774.4CY1 BW424.70 TI I I 1 I I , -- t 11 \/ \ \ I 1 ; \ \ \ \ \ P ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / , // ' /j/ �Y / / ' / / / , l TOTAL STORAGE PROVIDED: 812.3 CY / I 1 TP I - ' I I \I I \ I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ , / / / / / / / / / I \ 1 I / - /I 1 \ \ q \\1 \I\\\\\\\ \\ \ \ \ \\ \ \ \r\ \ \ -------' / /i ,/ , //i p/ //,/ / lrll / \ L I - \ I I I 1 1 \ \ \ \ \ \ \ \ \ \ \ / / /r / / ' r ' /i / /Q` // /d // / / / Ill TOP OF DAM ELEVATION: 426.00 I \ \ 1 I I I I I >/ CWD _ - ST4 / i 11I \\\ °\ \\\\ I\\I \\\,\\\\\ \\\\ \ \\. \\\ \\ \\\�------'' /'///// // ///////i / /l I - /' / \ SB1 \\ I 1 - -- �� I I / I I \ \ \ � /i / / , / / �/ / � / / '/ / / / Ill _ I l \ �, / / \ \ �, \ \ I I ' / ` _ / l�\ 1� l / I I I -I \ \ \ \°\ \\ \\II\\\\\\\\\\\ \\\\\\\ \\\\\\\ \.�\\` \\ -` '------ ////%/ /r�,. " /'/ /////o,/////�/ / / ' AI1, � \ / Tw426.50 / \\`\ \\I\\ \\ 11I 1 I I / / -I ' , Tp - i / l / 1 1 - I \ \ \ °\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ - - - / //// / /// a l l / / / I \ \ \\ \ \ \ \ SF \` I I / / .- - - I 1 \o \ \ \ \\ \ \ \ \ \ \ \ \ \. \ \ \\\ �� `---- / / / / �/, / / / , % I 1_ 11 I BW426.50 \ 1 / k i _ T / I I "I \ \ \ \ \ \ \ . \ \ �\ \ / i/ // / III- 111 I a o \ \ \\\\ 1 I / / / - --- _ / / \ \\ \ \\ \ \ // / \ \ - \ \I II I \\ \\ \ \ \ \ \\\\\\ \ \�` `� /////I / /i"/ ///// I III I \ / . \ \\ I I / I __ _ _ \ / / / /%, \5 IL TYPE\: / / / / i \ / �. �_ ___ _ I \ \° \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ I �I, / /'//%'/�/ Zr//I i' / /', / ' `- 1 , / �/ 0 6 , \ \ \ \\\\ \\ \ \ \ I I I I �/� / .I/\�! _\�'-- � - / I \ Q \ \ \ \ \ . . \ \ \/ \ `�/ -, / // / ,// i/ / ',� // / ' ' ' --11 J 16 I /d� / / \ \ \ \ \\\\ \ ` \\ \ I■ , I � , --_____---___/ \ \\\\\\\ \ \\ \ \'\ h ` „/ / //i / /// / / / r/ / III \1 / / / //III /' \ \\\\ \ \ \I I i j I /� _ _ \ ) \ \ \ O \ \ \ \ \ \ \ \ \ \ \ \ \ ` I � // / / /// / / /,o// , / _I / d / - - I I I \ \ \ \ \ \ \\ \ I I ' / 11 _ / _/ o \ \ \\\\ \ \ \ \ \ \ \\ �.\ / / / / / /W/ / _ I O/ / I I \ \ \ \ 1 1 I q- \ \ \ \ _ // / / /I / / / i / / _ I I I \ \ \\\ \ f PC \ \ / / / /' ' / / / /' / // ' \ \\ \ \ \ }/ ` \ \ \ \ \ \ \ ` AIGI BUFFER! - - - _ / / / ,/ / / / / / / // / / - - - / \ \ \% I \ 0 \\ \ \ \\\\ \\\ \ .-F.IaOCLPL,41111--/////// //,/i///'6r /% / �i,/ 1 1_\/' 0 5 / /__i 1 / \ \\\\\\\ \ 1\ 4 \ - \ o \ \ o\ \\ \ \ \ \ /,i"/ ,// // i6/// / / / -i // /l I ,' / 6 / / / '/, _ / �, I 1 \ DC \ \\\ \ \\ \ \ \ I I II `/\ �\\ /I / _ o ` \ \ / \ \\\- \\�A�II�111A-- =. ,, / ./ �/i i°�� // I \ %_ //%j 'a / o/° j / ,///, // /' /'//I;-- - / ,-_ 1 \ \ \ . I I / �\ \7 1 /' `/ \� °� 41415�� \ O\\ \ \ \\ \ \` \ \ - \ _ - '" '"%i"'"I /iv /' ' ' I / '/ o / / / \ \ \\\�� �� I� /< I \ \ .. \ of \ \ \ --_ _ / / / // / / / / ' I // /{/// - - _ \ \ \ \\ / \ G I // `- O \ \ \ \ \ \ \ \ \.\ \ _ \ - _ - _ / ii'" /' / 6�i' ' / /i' !'� "�' / S_i- �/ / l / 'A _ _ _ TS \ \ \ \ \ \ \ \ \ \ \ \ ' � \ G (/� \ ° O o 1 \ \ \ \ \ \ \ _ \ ` _ - - - / / - / •' / / / / / / / - _ - \ \ , \ \ \ \ \ \ \ \ _ // \ 1 \ \ \ \ \ \ \- / / / ,//°/ / ,' / // / SOH o / / \ \ T 1\ \ _ '/ ,- \ ` ��\� ° /\o\` \\ \\\\ \ \ \ \ \ \ \ \ _ - - - - - -_ i yi?� /ter �� i%.' , / / / i, /' _ _ _ . STRUCTURE 126ATO BE INSTALLED \\\\\\ \ \ \\ \\\ \ \ \ \ \ \ W.OAK\ \ \ \ b ' ' / / PER SEDIMENT BASIN DETAIL. WHEN \ \\\\ \ \\ \ \ \ \ \ \ \ y \ \ P_- / / /i / / / / \\\\ \ /1 / I \ `��`4 r�OHP�-_=\ \ \ � I - - _ _ - -z -r _ - - - h _ _ , / /, 6// 32.55LF OF TEMP. HOPE o / � / ,� / / \ \ \ \ \ _ \ 1 \ I 1 / \, / \ ` \ \ ` \ \ \ �\ _ - ' _ _ - _ _ _ _ _ _ _ _ _ _' / // INV. IN = 416.43 /- / - I - -SEDIMENT BASIN TRANSITIONS INTO \ _ �_ - ' I - _ _ - _ _ - - - 23 / �/ / /'/' , - -DRY POND, MODIFY STRUCTURE PER \ \ \ \ \ \ �\\ \\ \ \ \ \ I\I\ \ \ \ \ % �\ \ \ 1 \\ \ //i/i r------ 77, / / / \ \ \ \ \ \ \ \ �I �� \ \ \ 1- \ i \ �\ v �\ //'++ - - - ! i/i / ° ' / ' FINAL GRADING PLAN. \ \ \ \ \ I \ \ 1 1 /\ 1 \ \ ` I --� \- - =-'_ - =tea - _ °_-------_ INV.OUT=416.27 / , /`, /,' / / /// _ / l \ \ \\ \ \ \ \� �� \ \ l / I \ I 1 \ I I \ \ ' \ �� _ _ - - - - - - - _ j�;��� /' - OL Lrn���.,...rE 1 , o� / / / , / ,', '/ ' /' - - - � / \ \ \ r \ \ \ \ \ ` \ I\ _ �f/\/ \ SXCAMORE I t I / \1 \ / \ \ \\ � �\ t _ --_- _ --•w_ _ %' r - 'rraw� pTH)� / i /i' / DD /'/ ''/' �' �'��/ �_----- - �40� \ \ \� �11 1 \ \ \\ \�I \\I \ \ I \/`� �� \ \ /l7 n `. \ --\ \ - \ _ --_ 419.7 , -- - g + 4152 _ ( YIN- I , / // / / /_--- 1 \ _ \ / , I \\ i>o \ -�-` �\ - \__ ____ 1 --- / O ° ��� _ - OPZ ' ///' , ' , / / �/- ,' '' / '' i 1----�_=- _/�i' I ICI \ \ \ J \ --\ / \ \ \`\ \I\ \-, `\\ \ /I // I \ llEl / o _ � -4171 0 / / / O \ O �� y �a - ��-- --- --- - --O ------ - - - - / / / ' ' / - _ -_�% _--' 1 r 1 \._ - ✓1TiP` \ I \ \ �\/ //; o - 1 O`o-a0a:5 ,,C ---_- _-_ --_- _'--� --------_ -O----`---- - ,' ' //-/i/''! / ;'/!aO-jLTYP�r- // ':' - - -6ZB-_ /,/,I 1 \ \ ` \ \ �„ \ / // / / o I \ o � ! - - - - - -�_ �- �.-co---------- __i I / TELEP / // // / / // / /,I / ---- __�__-r / / I I0000 y I I -I `�❑�`\ \ `, `\\ \\ 0,0 �� �� �. / _} _._ - - - - - - -O- - - _ - - - - - % ' /' / /,{YYJig4'l� o, /�/ /, / / // /� / / / , ry%�` / /i _ - - - - - - _ _ _ - - / �� I I I I I \ ` \ \ \ MA'PLE \ \ \ 00 o I - \ 'I-° o SEDIMENT BASIN #2 \ / / , / / , / o / / / ' / SF ' / / / ' / ,LJ /`+' ' I / � ' ' - - - / / 1 � _ `' \ \ o � _ 6 / / / / / / / / / / ' / / / / I I -�- v/ 1 I / o , \ 0 5.54 AC DRAINAGE AREA (PHASE 1) � � - - / / / / a , / / / / / / / / / / / / , / / / - _ - - - / _ G�,��/�J / I 0 / `\ \ o ---- /,' �' I / / / ° /I / / L7 ��/ / /�/, , / �- - -_ _ _ --/'--- _ ' -' ' I711 �` //�ji 'UGT / / / . 1 O _ _ - _ 7.34 AC DRAINAGE AREA (PHASE 2, USED FOR DESIGN) _ / / - - �� / / / / �/ / / / / - v , 1 0 , / I -1 l , ' ° O o / TOTAL STORAGE REQUIRED: 983.6 CY ✓ / �/ / / , , / // '� / / / '� / / / / ' / , ' - I - - - / - �Sp- - �� - �' ' 1 I I I - / / /' - / ' ' ' - / ' \ / 1 I o / ' �' �/ I / ° o TOTAL STORAGE PROVIDED: 991.9 CY _ / / - / \ / ,y/ 1 / / / / / / , / / ,' / /'/' ' / - - - - - -_ - - �� / I -0 I / , / , - / /�- i/ , / / o00000 / /\ f 261 1 I DD / / / / / / , / /� / ' I I. I / , , / / /, I o ,/ _ ; •, I \ - - / TOP OF DAM ELEVATION: 416.00 I 1/I I I I / / / / / / / / / / / _ - _ _ _ _ - - - I '/a/ OQ �!/1 ,'- \ \�__ /'/ / / / /�/'!/'0� / _ fOa TP / s / / I I i I I I / / I/ ///////, ////,///'/A'//'//, / / /�i-------' 452.9 II- f -I Ii'I �1/ I, /I //// /1,7-c j /,' /�i \ / o / 1 ` \ ` / - - - _ / / -_'__ ' %' i_` _ / \ �+ / y I I I I l l I l / / / / / / / / ' ' , / / Iy I I / ' / / /// '\/l / 'Y 1 /o ` ' , ' % A I I I I / / I / / '' / -J �4 3. I 1 I ! / / / /'/ / ' /'� II / ' /% \ �� / /i--- - -�/ / �f I 1 I l l l / ' / / / / / - o' /�� I-, �' .� \ ` � -// / - '' - / - I I l l l l TS / / ' / / / / / ' �(' � �1r _ r_ \ / / DRAINAGE DIVIDE ' / r- / , . , i / 0 1 I l l / / / / / / \ / / / o° /` / --/-i;-I�, �� -\\ '1 \ // �! ., , / 01 50 / / I I I I / l / / / / --------------- I I I I / / (TYP.) ' \ -_ / 1 1 /'// // / - / 1 I I I I I l I I I l / pC / / / / / --- _ Z\ 1 I � / 1 v \ - 1 -5S'' \ /I I • I - �- ; / / I I I 1 / l I // / // 1 \ _ /---------------- -` \'�j•j \ 1 I �\\ / '' t_ v l / 1 -7_/_ o / / r, o I / 'r �i/i - \ \ , , / / / 02 % / 1 I I I l l / / / / I \ % I / c _ 5. //y;iIII/� i �_/ / - -rl"�" \\\\ \\ \ --- -/��4 / / \ \ f \ ,I l I I I 1 I1�'I11� l� /I/, ////,//I/ /// \�\_ ___- � - - - - - -A \� 1 \ \ VI ' ij�1 ��-y UGP� - � ' ' - �' ' I I I \���1. _ -� - / ` t ' ` ,/ / I I I 1 I 1 I l I // ' //I 1/ \ l \\ - _ -----_ ---- / - ------ So DC \ \` �\ \� I - W RThNDRIVL '� I \ \DWG // - / ' \ �'_. �1G / �P 4A6' / / I I I 1 I I I 1 1 / / / \ _, C r 'j -/�---\_-� I I �___ _ -.ram f / / / l l l 1 I I 1 I I I I I I I / // / \ \ \ --= _=____ - -- i = -- \ Iml 1 /I 40.81 I I ��-�---- / I / /�/' / I , - --; _ / --' / / 1 I I I I I , \ ,, - - - _ _ _ _ -F \ \ 1 1_ {I 1 / / �\ "` , _ /� / AFFEE / / I I I I I I / \ _ 1 \ \ 1 ' I \ I I / + /I _.o SF 3"1' / : / / / / / / I I I I 1 1 I I 1 I \ \ \ `\ `� ------ � � - _ / �` MI I I I \ \ \\ /\ ( � ^ �� - ---� I 6L- I I I \ a°� - ' / I I I 1 I ! ' I I I I I \ \ ( \�{\\ \ �\I 446.8 TS I I 1 cn1 I I I 1 / \ \ \ \��- \\ \\ ��\ \ \\ I -' . - o O TP / / 1 1 I 1 \ ]/. \ ` \ - _ - - - - _ _ _ `- - I \ \ I I I 1 C \ I \ \ \ �'\ \� _ _ _ _ _ 408.7 I I 409. I o . I \ \ \ \ \ \ 1 � 1 \ , \ \ / - - \\ \ 1 I I / / r n, 'Uv' _ / / SB2 STRUCTURE 102 TO BE INSTALLED \ \ \ \ \ \ \ - - - - _ _ \ \ M \ 1 _ ✓1`\ /_' , \ \ \ \ 1 I 1 o Ft - - _ - PER SEDIMENT BASIN DETAIL. WHEN \ \ \ \ I \ - , - - \ \ \ fi I I I I \ \ \ Tom \ \ \ 1 \ \ I I / / / ' / 'I I ' 0�_1001 -��� / f f SEDIMENT BASIN TRANSITIONS INTO \ \ \ \ \ \ I ` I \ \ ` - - . - \ ` \ \ \ `\ ,/ / , / / TP m / 1111 I 1 \ � \ \ ` I \ ' ' \ - � t` - \\\ - 1 / // \ I / / , , o - 13 - - _ - BIOFILTER 1, MODIFY STRUCTURE PER \ ` \ \ - - \ I 1 \ I / / '�I J I I I c 1 I I \ \ \ \ a63. j , ' �>- - �GN _`�\1 '111 \ \ I I/ , // �. 90 / 8 -_ .S'j - sI� \ \\ \ \ \ ) / / / / / / /� '� _}-� I In I I I \ 1 I , __ -_ I 1 \ / / / , 0• - - �s - FINAL GRADING PLAN. \ \ \ \ - / / , , / / ^b_ \ I I 11 I/ / ' y9 / P _ - / - TP ♦ / \ \ / / / / , / / ,� / C. 1 1 I_ ' - - � `, I I _I \ I +I I /t / y �/ / _ - - - - - F�MER�iENCY�F'ILLVVA�( / - - - ' - - \ -/ r / / I I \ \ \ \ / / - / , ' / I I 1 , / / ' / / _ _ - \ t 1 - I I/ i� , - - , / \ \ 1 1 / / / / W /- J / 1L 1 / 1406/ 111 II /�I I I ��/ '� ' __ / -1--/ - / - -- / // / I \ \ \ / / ,I / /-' ,' , / ,'� - I/ / \\, / --� \ III I /I 1 I 40�.� / r'. / - - / ' - , ' / / 1 1 \ / / /' /' / /' ' 0' -- I ' 1 ' T /' '/ `� I - / - I 1 I � , O/ / i / _ _ _ -f _ i m I I , �- -I/ I � - ' , I- - - ' - - / 1 \ 1 I / / / / / / / i / / / / , , ' �i 1 II�/ / / !/ i 'M1-�\ I , -/ / / ,/ / , w / , , - - / I / , / / / / _ / , , / /��(� r II , N(ATCH LINE_- E SI-f EST 3.04- / Ill /I l,/ \ II II ' / I/ --- z I,` - /�-�♦ _--_- 1 / / / / / / / ///\ --- // / 50 - /I N /;:_ j _/__ _ter �/�� �_� 11 /l/l /,l \`,i 1 II 1 . / /, �p / // / / /\ / -/// / //- TP ---' ---,-__- /' / / , / , / / / ,// ' `--- / / ////,' - ,' _-- I �- / �C / / / / / = ` \\\ / I 11 / o /! -- / / - - /-- ------ // / / / ' /' / -� / \ /- -' /' / 5/ , tiI iTS<'OF- = I / /// / // // / I II 11 / // / / / / / / / / / / - - TP -- _--- / / / / / / / / , - - - / _ - //1 // / I II I / / / o / / / / / // / '' ' / / // TP ', -' / ,- �` -- // , , / O / DC / , // / / / / I -, �, / ,- / I / / - \ ,_, \ I / / // / ////// / ` \-- III 11/ / 1 I / I// / / / / / / / / , -' /-- ♦ / / / / / I /`�.- / ,' -' , / -`- 1 11 1 I 11 o I / / / / / / / , I I I / 1 - - �_ / / ' I I l / I / I I / l r I` - ,l II 1 1 / - / /o / / / / / / / DRAINAGE DIVIDE' ,' , , /,'--�1�\- ,�. 1 ! TS / / / / / I - �/ -- /' -''/ / ,- 1 - _/// / -' /�/ / //lll/I/I \`I -_ _ _ - \ \ 1 / / / , / , 0 1 / / 436.7 - - \ \ \ \ I I l I ! , , - - / G I �/ / / / / / l l / / / \ \ I I / / / / / / / / l� -III I III 1 I I -I 01 1 I / ' ./ / I / ,/ I fY� . / / _------- \ \ \ \ \ \ I I I 1 I I ��/ / / / / / , -4 ' ' '/,/I ll// // -III I IA I/ I I °I 1 .// / / l l l I I / / / h / ' / _-- ---_`` \ 1 \ I 1 ' / / I �/ G� / // /// /' 111 41 I I I / _- _` \ I I I / / t, I 46. l h / \ \ \ / / / / / / / / / / / _\ / I 1 I II 11 I to I I TP / 1 / / , I / / /L7 / / / / - - _` \ \ \ \ I I , , l 1 I l / / / , I \ / , / T l 1 / / / / /, , / /- / / I / / I I I I\ 111\1' I I I I I II 1 \ I/ / / / , // I I 1 I/ / / , + / // '/ /'-_ `\\ ` \\ I I l l / I I / / / / / - -�/- / / // /% / /' / / // ' - I I I l / / / / / `� \ I l I l / L / / / / / / �fx6 / I l I I / , / / /,� / 1 I I ° I 1 I f I I I I / l 1 / / //// - -'4\ \ \ / l , l / / / / / / / - - l / / / , / / / - ` - 1,1 \ I i l !/ // 1 / / 3o \ \ )I 1/II l I / // / / / / /// / / - l 9( I I / ''/ / /,/ ./ // o \ I I I 1 / / / / , 1 ° 1 / / , , I IIL T�(/PI ' / / / / / / / / / / I ; �� 3. / /, , ,/%//!' / /' ' / /, , \\ \ I \ o I I I / 1 / // �/ -\1 / /// / SF \\ \1 I I I I I / / / / / / / / / , / , / / / �/ J / / / / / / / / '_-� \ I I I I / / / / / I / 1 / / / / / / / /� / ,' / ' / ' / \ \ I\ I\ \ \ \ \ \ SF \ ' I I / /' lr/,',' , l /'/i f� / �\ I 1 / l �/ I / / / / ,' / 1463.5 /� / /,/ / / i , /// - / /,. // / , \ 1 \ \ \ 1 / // \ I I / / // // / / / // / / / / / /, ' // / \\ 11 \ \\ \ ` \ \ 1 1 I I / / / / / / I, // ,' ,,1 / I// /' /\ l Ill II I I lI / // / / // / / // , // , / // i / / / /.,/ / /., , - . / ,' \ \\ / \ \` 1. ` O \ \ / I / / / / / / , � ) / / / / / / / / 13.Ts' \ I 1 1 1 / , I I l l l / / / , / / / / / / ' ' // \\ /// II 1, \ \\\\\\ \o , \ TP ` \ \ \ \ I I I I / / / / / / / / // // , / /// , , I If l I 1 1 I I I1 / l / I l I/ // // // O , / /� \ I I 1 , , / l , , / , / / / , / a, EROSION CONTROL LEGEND , l � l � , I I \ \\ \ ` , \ \ \ \ \ \ \ \ \ 1 / / � / // / / / / / / , / 1 1 / / / / / ST2 / / 1 1 1 1 1 1 1 ' I / I 1 1 l / h l l l / / , / / / / / c / /- * \ 1 / / / / / rr / / / - / I I 1 \ \\ \\\, \ \ \ \ \ I / / / / , / / / , -/ \ II////// I1111 1I 1111 Id.I l / / / / / / / ,n ,/, // ,, \ '\\ \\\ � \ PoWUA'TE20'SANIFAR� \ I / / / / / / / / / / , \ I / l / / / \ 1 1 I / I 1 / l / / / ' / / / TP - _ �/' LIMITS OF CLEARING AND GRADING - 1 \ 1 \ \ \ \ c\, 1 \ , / / / / / / , / I / / I I I / // / / // / , /I / // /, _ - - / I \O\ \ I // / I I l 1 I 1 I 1 / / / /:�:::�:� o \ \ E f�' ASEEME!V t \ / / / / / / / I I ` \ ` Ir CF / I /, / / / // / 4 +65.y7' /BAFF E( I I 1 I I I 1 I I I , ,/ , / I I I \ \ � \ \O\\ \ \\\\ \ D. 1'984 .6�48\ \ I \ \ I 1 I / / / / // / '/ / , / 1 1 Il/ l// /� ?O I _- ` _ \ \\ ° \ , \ \ I / / / / , I I /ISfdIV�VV�IR I l I I 1 I I I III 1 1 / / / , ��i I I - - _ - 'x� � SOIL TYPE BOUNDARY / 1 4_-------- - - I I l \ \ \ \ \ \ / / / / / / / / , / / I I I I , / - / , - I \\ , `O \ , \ \ \ �OIQ T 1� :1 1 / , / / / �, , ,/,/ /, - \ I I38R51 I I I I I I I I I I / \ __ __--- / \ I I I \ \ \\ \ \� �•p\ \ \ \\ \ \ \ \ \\ I I I/ I' I' ' /' /' / 4408 I I Ill/ // / // / I 1 1 I I 1 I I I I / ' l \ I - _ SiLTFENCE ' / - _ - _ / �� � ' CE CONSTRUCTION ENTRANCE 3.02 \` \ >� 1 I I l l/ / 1 1 111 I / % I I l 1 / I I ` \ _ III \ \\ \ \ \ \ \ I I / / l '� 1 1 llll „ / III 1 / I 1 I f / \ 1 -, \ y a \ \ I ! 1 I l I I 1 J HOOK TYP. , = / , % / I, \ ----• \\ Z�Q / \ \ \ \ \ \ \3\9� 1 1 I I I l l \ \ I I I 1 I \ / II ////////// / // I l I I 1 1, , I / I I i I I I l \ \ \ \� \ / c -- / %/ 403.2 � \ \ \ \ \ \ \ \ \ \ \ 1 I \ \ \ \ \ \ \ \ / / / / I I / I I / I \ - /, -\ \\Sy' \o \ \ \ \ \\ \ 1 1 \ \ \ \ \\\\ \\\ \\ \ \\ /, I /I l / / 16T I I I / / / 11 I 1 \ \\ \\\ \\ \\ `` -- _ -_�' ''/ SF �'--./`'% / 1 I l I l 11 � � SF �� SILT FENCE 3.05 \ \\ \9( \\ \ \ d \ \ \ \ \ \ \ \ \ \ \ \ . \ \ \ \ \ \ \ \ \ ON SEDIMENT TRAP #2 ' 1 a3. I I I I l I I I I I \ \ \ � � � - _ _ _ , / - / \ \� \\ \ P o \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2.62 AC DRAINAGE AREA _ 1 I I I I 1 I I / I / f I \ \ \ \ \ _ _ - - - _ ' ri �� /- ' „ \ \ \ \ \ \ \ \ \ \ _ TOTAL STORAGE REQUIRED: 351.1 CY \ I I I I I 1 I I / I ( 1 \ \ \ \ - - \ \ _ - - - - - , I , , IP INLET PROTECTION 3.07 "� / , = 1 \ - - ` \ �\ \ \ \ \ ° '\ \ \ \ \ \ \ \ \ - ` TOTAL STORAGE PROVIDED: 369.6 CY \ h { 1 1 1 III l I I \ \\ \ \ \ \ \ \ ' - - - - \ � - _ - / -_ _ , ' , , / / / / / - � 0 ' \ \\�\\ I- \ \ \ \\ \ \ \ ° �\ \ \ \ ` � ` ` TOP OF DAM ELEVATION: 420.00 1 1 I / 1 \ \ \ \ \ _ - \ / - ' -" ' �i \ \ \ - -` _ ``\ _ - , I 1 1 1 I \ \ 1 \ \ \ \ \ \ \ _ - / ' / - ' ' CIP ® CULVERT INLET PROTECTION 3.08 , / ,/' V\\\ \ \ \� \� \ \ \\ \ \ ` \ \ -� - _` �� \�_ ice- -�//I // / /'./< \ 11 \ \ \\\\\ \\\\ \\ \ \ \ \ \ TS `�� --- --�,-- _� , -,' 'i - %'� 111 \ \ \ \ \I T \ \ \ -�►� , ;; - - %"� \ \, \ \ \ \\ - � - - - - _ ' -, DD DIVERSION DIKE 3.09 ICI 11\ - \ _ \ \ \ , \ \ \ _ __ nc- ,S:o�_ -,,` -� // i , \ \\ \\ \\ 1 \`�\�\ - I\ , 1 �� -`---- - '� _--- ' , //,/ / / ,- \ �� _ _ _ - - _- \ \ \\\ \ _ - \ - - - - zz - _- - / , \` \ ` ` \ \� \ _ - - - - - - ' , / - /, , / / RWD RIGHT OF WAY DIVERSION 3.11 _ _ __ , \( `` _ _ / , '/i CWD CLEAN WATER DIVERSION 3.12 -t- I 0 N-- - --" \\� - _ AL/ 39�3`�- `� _ T,�..VINuft\ \ \\ `\ \ \\ \ - y� - - - ,/ SEDIMENT TRAP 3.13 / o � I\I -- ✓\�i ��--___��3`AN-� �� -_ \\ o �`\ \ \ \- j - �\\\ \\ \\ \\\\\ \ \\\\\ -; \_� F71vC",-``_ _ --- '-,i-- , ''i �/, /// / _// I _ _ --- - _ _ / I / 0 O 1 + �\`,l , ,ram • \�� 16 - - _ _ - - = _ _ - -� - _ o ` \ , ' / - \\\ \ \\\\ \ �\ \ \ \ \ - \ J H �TFzp i _ _ _ _ - /! = i/ ' / / ,- /, \ \ SB SEDIMENT BASIN 3.14 +\\ _ y O 1 \ \\\ \\ \ \ _ ) I o \ � r=� , �,<�=_ - \ %`-.:- - - - _ \ SAN- - - 4z --11 - - - / \ \ \ \\ \ - - _ ` \� \ \ \ _ - ' / , - /% , // // ,' l - 1 ` / 11 1 \ / ` - \ -mot__ 4 \ \ \\ \\ - - � �" __ _- - - / 1 OP OUTLET PROTECTION 3.18 \ \ \ / --- ��- I ..- �- / \ \\\ `�- - \ _ _ _ _ TEMPORARY SEEDING 3.31 `' y� /i l \ ` P / - = _ _ \ \ \ \ o� o 0 o a o 0 0 \\x\ \ _ _-_- -_- ` \\ \ \ \ \� -_ _ - - _ _ - , / / / ��' // / / / /' PERMANENT SEEDING 3.32 \ '� \ \\ I //' l ` / / I \ 399.1 \\�\ �_� -- \ \ / _� \ �\\ \I oIQ I \ - _- _ - _ �� \ \\\ �\ � /,'�/i/ , /'/ %1'��\\1it l 1111 , // / // // / MU MULCHING 3.35 \ / o ` \ / S \ I � \ \ _ \ \ / / / \ \\\\\ \ - ` \ y\ \ \ _ - / / / / O TP TREE PROTECTION 3.38 \\\\ \\ \\ °o / �fi� _ _ -�' \\ ?J.""- '\ �\ , -1 a\�\\ �-O, ------i_- \`` \\ \ \ _- '/,''-'/', ,' '///I /\/ \ S 'LE 1" 5�/ / I// f _ _ _ _ - - - - - - \ \ - - - - - TZDNffiAf�Y EtNE 7citSEMENT / l / l \\\\-\\\\ \ \ \ 398.8 - _ -- ` �\ 3 l I l �`\\\W, \\ \ \\ ° \\ f, 9 �' < \\\� - \\ \ B�'94 688__-' ' /'/' / / I \ \ \ , \ \ -0 , / �' / DC DUST CONTROL 3.39 \ \\ \\ \\\ \\\\` ` \ \ / // , Q12 \ W.p p . a� ` \ \ \ - \ \ \ \ o \ ` \ \ \ - - / '''' ' �' / / ' / / / / / / / / / VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER \\\\\\\\` \\\\\�` ` - \\ ° ,- \ \ BUFFE \ \ I + \ \ \, \\ \\\�-- - ��\\� ! , , ' / /l ' / l /, / /, l I I I *�� \\\ \\�C \, \ `_ ./ ° / _ R � _t \ + °,.-.� - 3973 , . .��. � � O \`. \\....\\\ - - - --' -,-/,- //1 I l / / / /, /l l /// , 1 r / / / ,, I pLT FI CIF go • O' //#,,N• r� ?� CLINT W. 2Z :u/7SI�IFFLET >0 • • A Lic. N 54389 ,(t�r 'Ci, 812412022 �O or 0' G r, �ti'oi :.N�,,� m E 0 M o N Vi N C > E w v E Q LL o 3 0 LL w0 M, cY W L M QLJ Vc0 J -m w " vi C7 ur rv� w M 30V)x oa =-11 LL ti = N N xv >� � a �M EO1 W 4 o_ 4 � l- M O x (D F 0 w Ill a z O W > 0 am O ce 0 LMI z O a_ C U) w 0 z O V) w w 0 DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=50' 1--1 W o Q v J -' N 0 J W /1 1 1-4v) > Q ° 0 W. 2 `: 1 0- 0. 0 0 a Z' Q T Z J o C- v W 0 3 J Q 2: 1 r' 0 w LN O<~M Z = J w m U W Q 0 O 3 7 c LW a W Z v X O L'z wu0.E2 Em"6 m w OV , � m = Q a z Om XB 0 O -13 z„a 0 0 O�w ~� o r = W �3 0 d m 2 Y 8 I B = h Z) X 0.0 6 0 , = " 00 / ^ `o - - E = ,M 06 a 9 Na ° JOB NO. 0 o Mr3 0 40919 e .8 SHEET NO. a O C3.03 -0 E �_ L Il r ,'A0,% t,pLT N (lF �0 / �ti \-44 \`/ 1 •� CLINT W.MONSOON 2• / ,' ' /' / / / / / j I \1 I \ I \ \ I I iJ/2 slUFFLET > / 24.6 / / / r\/ \ �� • 4 \per \ \\\\` ` ` �� �� II • =//I' ,-_ �� I I ` I-__-l��=Yr /����> /��' � / / i�///' '/ /' / ,' ALOCATONAOF i�rl 8/2412022 �,• \ Lie. N . SIDS! 4 • __ - -_ - _ _'�'; , : ' ! ; _ - - _ / / / // / / FaHS INGFHA ! , PooreZ'�S Ei Pw 4000 � ^y-'//I// - =-/_- � _ _ _ �_ _ _ _ _ / _ / f / l / / / / _ _ / ___ r_____________________ / / ' . ' i / ' / - n / , / / l l I / / , / - - / / / / / ' / / / r I l i t \ 496y9 -/- -- - 7 QI\ �/ \ I l F /� > /_/ / !//////l1 \ \\ r' i- t----------o Lu /0 / / i/ / / / / / / 1 SOIL' TYP /I f' ' %i"�% S % % ' ' '- / - --I 1 -- ------ - 1\ 1 OLD LYNCH UR(3 OAQ ' �` - \ /- T \ +z ¢ LL o 3 / \ / ' ' l ; "/" ; ' '� =f='� I I 1 \ - 1------i --r- - i \ \ 11 . 2' � ' --- \STATE ROUTE 1 50 / \ \ _ _ - / ! / / I I I ! �_____ I I 1 1 \ L- _ L_-_ C m,\r_ s s- \ \ rr s r•� OLD'LVNICHBURG hOAD I f- \ t--- I I \ \ 't �Y� ` �_------- --�----' - __� ` I' a � STATE RO�1TE �'31 I _ __ //- /T / // // // / ! I I \(VAR,YlAIGR/l�/W1\TH)\ \ \\ \ \ \\ \ \ \ \ \ \ � \ \ �� -t-�-- \ \ `=CEATURYiMfLn \ _ _ '\ -� rvV a~ �i0V) (A / _ - _ _ _ _ -Lu J -; <_ v -fEL ' ' / - - ' ''n > N O / \ � _valfir/ ,- ¢ / _ _ _ _ -Of \ / / (5HP-}-Y O/ / / / ' / / / / / / ' ' / / / / ' ' ' ' " iLu ' _ 509 _ / / , ' / ' y l r 1 - Y ry L- - i / / / / / / - _ _ _ / / / / I / �/%'( i' / / ' / ' / 1 /y.LECTRIC OHP / / / , / �rrETEcrn_� / / / / / / // /'' / , // / / / / // / / , / M _ �•OHT,r� / �'� �- • ' _- / / / / I f / I51 ow / // / / / , / / / / 7ELE.&7VLlNS _ TYl SILT FENCE I \ / l II / / / / '/ / / / / / ' / / �i ' \� �O a' / / ' / / / / / / / / _ / /J'HOOK (TYi) / / / ' ' ORP� / / / s \ 2 \ \\\ \ \ I O / / / / / / / / / / / /7' / / / \ SOIL 7YI/ � I I 1 1 � l I // // // '/ / ,' / /' / /' / /' //' / / / / / / / / / / / /' DD / ' / ' ' OH I I I I 11 I J)FEAINgGE DIVIDE , / / , / SF /' /' / •���� [\\ �\� � /' // �' _"''�_- "--" -_ - � `\��__/ I 1 1 I /I I I I I I / d• 1 1 I / / / / / / /SO,iL �y w F_ 0�1_ / 1 I I � I I I �/ / 1 � � I � \ O I/ �` / U O II I \\\ \ / -'"" ''"" _,_[ // 1 \ \ 1 , I ` 1 1 / Sf*DI E TTRAI�#1 I / / / / /' / I / T l \ `\ // I I I I I \ \ , I `_\/' N/ Z I\ 1 \ I 1 I / 2.h38 /�C ORFIINAIC,E IART _ I / / / f , I y 1 s19 O LL \ O DATE TbITA' STORAGE R�QIIJIRtC): 318.9 CY I I _ \TO A S I I \ \ ` \ •I y Y I I 1 \ \ \ \ 1 TS \ \ --- �' / / / i /� j > _ - - _ _ _ - _ / / \ [ \ \ \ T y FORAGE P�20�/ID D. 350.2 CY I P ORDA �LEV TIO 6�.Om_ _ \ \ \ \ \ \ \ [ � \ \ � 1 � I 10000, ` I � "F \ I \ \ \ \ 1 \ � . ' i �i' � 8/24/2022 _ DRAWN BY If \�\ J� / -- - --� ��$TNEWEIR \ \ \ \ \\ \ \\\ \ \ %\ �____ 1 1 1j� I I \ cS \ \ '` - // / / ` TP \ \ \ \ \ \\ \ _ - _ \ I 1 may/ \ I I I \ [ o - - - /l/ / C. GAYNER IIJII�S�F - _ I \ \ / �� BANCE:SF --_ \ \ \ _ _ \ TP - / E-- --_ � \ \ \ y...�' \ � � \ ` \ I I I I \ \ \ \ \ N / / > L�� ► I / ^T/ / \ [ � - _ - _ , DESIGNED BY I,_I�rs I s = _ _`'\ T �` ,1&32�zEs \ \ hl \ \ �. �.+\ \' - - - ` ` ` TP \I I I I ��/' / I I \ \ ` _ _ / III • ` s�L -�__�---_ _ _ / I \� I` ^ NI ,►� DD \ \`� \ \\ `,� ---\ I I I / / // / \ \ �\I • C.SHIFFLETT !-------- TP �� 'k5ti� \ \ \ \ \ \` ` \ ��� l+sPIN 1 I / / \ ---- • y/ I - _ / \ I s ' - - - - DID CHECKED BY >�i- a -zse ! ST1 ` \ \ \ \ \ �� i'r 1 / / / \ 60' _ " - - - , - _ / L I \ \ \ \ [ A f _ \ I I I I 1 t� 40' \ _ _ - - - - ' i • C. SHIFFLETT ♦ - - 73-05 �Tdl \"' \ ` ` s i_ - - \ \ _ 1 1 I I , I / d1 '� / / / / / ST3 _-_ _ TS AT L,I - S E SH ET,C3.03 - -`�-� - ` _______;� ;_;� - '\ 11 I I \ - - , , - _ // • SCALE \ / ! I `fit / . ��- ANEff\ \ \ I I I SF - - / / \ \\�i ___---_=\`�-- f,11 1� I/C/ r\� [ 1/ /I I / \\- -- - - - ' _--__- / !'''\ _ \ • 1"=50' \ I I DID / - ----- DC T ---__- - _- -- _-- - _- -_-- _______- F---- ' \\ \ CWD \, \ \ \ \�\ \ \ / \ \ ! 1 r / / \ ( I / \ _ 4 _ 1� !^ \ \y■\ 47,2.¢/ / -'y/ ' / / V� I J \Iti \ -� � TP ---, J / _ / 23.2' / \\ \\ \\ \ \\ \ \\ \■ ` \ [[ \ [ / ' Imo/ / / I C l `J� I I =s^ rP�s r:�iC� s>t-s,t 490.8 _ 4 / \Imp SF - CIP��\-, \ Lu � \\ � ,/!-' _ - - / (� ir ST4 ' \I \ \\ \\ \ \\ \C I �` \\ r\, \I I _ _ /'� \ _ - - - - - / - - � _ _ - - - - - / - / I - V/ Q TP _ I \ \ \\ \ �I \, 1 �1 i ', �.'� 2s% r' / / /� l / J/ I/ I,'� I 'I 1 + \�- -' [\ \ \ _ J /- _ a---- �° ------1*-- -/ IT_\ \ �I 8EEC / / l \ / / ? - y I � �--� \ 1 � J awn \ '�-c� H� v �TIts( �1 Y I 1 I II I/V-\ LJv. _ �� ' UGP=c't�- -_ s yy2��� _'/\ \\ i �I Z -UGP - ,t-,,t s- -o-�� mw� �' 1` /' mil/ / , �� 47'2 - _-- _ - ------ -- I \ \ \ \ / l/TTER UT -E------------ __�__ --`--' _ _ _ EROSION CONTROL LEGEND z - - - ,'%� r / /��X.- / / � I � /' � - � - - - L1.=4695-� * w J \ \ \\ \ \ \ I I\ 1 \ v \ \ \ � 1 _ _ - _ -- _ _ / 1 I \ /V�/ / , - + 475.2 LIMITS OF CLEARING AND GRADING - \� AAA / �`�� 75.0 LLI \[W.OAK\� ��� \I \\\ �_ \ \' \-' I \\ / BUG ��UGP- ^ J LL 1 I I / - -`- SOIL TYPE BOUNDARY L.L UGP < Z \ \ \ \ \\\ \ \ \ \� +� \ \ \ _ _ _ � \ I I I 1 I y 474.8 I I r ` \ ,'/� / _ -I-I' I" ` may" CE CONSTRUCTION ENTRANCE 3.02 wl� O \ArSYCAMORE \ �\ \ \ X\ / \-_ \ \ Q v / � SILT FENCE 3.05 F_ LL It �/ / / (c . 7 IP 0INLET PROTECTION 3.07(A C) w y \ \ \ [ \ _ _ - --77 \ ` ,� �/ \J \l C 0 /\ \ \ \ r � UGC I 'f [ \ G * I Y I I I , 7 \ ❑ \ \ D \ \ c I <� I \ \ \ \ UGP - / / n� r \ 1 / 1-I\ \ \ �Fc ' I /\\[/ I CIP CULVERT INLET PROTECTION 3.08 O \\ MAPLE j� \ \ �� \�'�r / CS ` `\\ \ \c \ Z- - /----'/t7`_----'UGZ� // �- �'\,� o '/�/v/ / / \ I I , I Lu U '\ \ I \ I -------' _---- - /-- \ \ rnx / CIO l // \ \ \ \\ /fit \ _3.2 I'/ / \ \ - \ ' , / Ir I,I I DD DIVERSION DIKE 3.09 �w/� ' I 4�7 I I // �/•i %UG`T / �1X ' '� J /� / \ 1 C V / - 473.6 - - - \ - . \ + / l I \ \6'' _ _ _ ��j„_ / �/ J ___ __ _ _ �j z/j��J06 II II I _ -- `-_ �\ \✓� L 11 RWD RIGHT-OF-WAY DIVERSION 3.11 Q j \ / , / / , I e- / P \!/Gr\�( O ~/' \ 4 / / \/�\\/ "_/ // _ / / ^4j0 _ \\\ \ \1/I/ I / \'\�\.� _ //�1\�/ 1 11 1 CWD CLEAN WATER DIVERSION 3.12 O - LLjOw / %� / I � � �c ` - � / / ' � \ \ - _ i / / \ _\ c � c^ � � \ �c \ \ \ I \ \ ST SEDIMENT TRAP 3.13 O DRAINAGE DIVIDE /y \ > y / '/ - - - \ TYP. ' / 11 / / y / \ \ - _ i' i _ 46S.S \ / \ / i /_ \ loe _ SEDIMENT BASIN 3.14 w �I� \ ` '\\ / i''//// \ \ ` `[ _ / '' '\- �I J' / \ �+• U 1 \ ' \ `I\ i \ \ V III* /---J--'- UG� - --- /'/u \ \\\,,,I��� �\,\"�.,� /��/ j /i _. \ `\ \ \\ \ \--' ���i�'�--+- / �`a /z 462.4 I 1 1�I ` '� _ \ /\_ \ [ \ \ 1 \ \ OUTLET PROTECTION 3.18 1 \ \ 't�WAR1�OND1RIDL� L--1-- \� O� �' \ ///'/ -- \♦ \ \ \ \\ r____ - ��'--- I �\��66,r@. \'\\�/ ,I 1� \ \ /\ 1 1 I 11 CI y , j- I v I \ / \ \ / / - _ _ wa�<.' I \ 'o \\ y/ \ I / J TS _ w � n / - ' > _ _ �a � I � _ �-� TEMPORARY SEEDING 3.31 ` / 'JW�1 \ + , �! PERMANENT SEEDING 3.32 , ^ JG'(! //// //11 J 1 r 1 ` MULCHING 3.35 / / ♦/ l_ \ \ \ / / / // _- _i / // l / 1 \ 1 `' 9tSbi I \ 463. / / /�i / / ' / / // i f/, �// /r' / //,I� I '1 tv. O' / TP TREE PROTECTION 3.38 JOB No. 462. 1/ / , , / / / / / /� / �1 \� / / / Y 1 L / _ \ / ' / / / \ \ \ \ \ \ _ / / /i / / / / / / / / !/ / 1 40919 \ / ` i U / / DC DUST CONTROL 3.39 \yc'U / / / / �! , 1 i SHEET NO. , , ,� / \ \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� / // // / ' \ \ \ \ \ \ \ \ [ = _ ; ; _ _ _ - /� // / �'// /// �'/ / , " '// //y i /� / ///' �P/ / / / /� / / "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 1i3.04 L \\\0 /\\ \\I �I111 11j 1 1\1111`I I \ \ / r/ bi/ ///��// l l / // /, //////////,/ '- \ \ \ \ \I 1 1 I 1 I I IN \ -,/ i // / // / / / / /' I\\11111,\\\\ \\� -- ,//,//,i////\ \ \\ ,/ / / / / % %///X\ \TP // O /\ \ \\ X/ip \ \ \ \ \\ \ \ \ \ \ \ \�\ \, / // / ///// /// / / j/l //l l l l l IP\\\\ / / ' / // / // ' /' / // /� \ / // / / 4151 / \\\ \ . F N.\ / // / / ,// // \ ! \\\---'i,ii////I 19 ITP ST400 ° \po \jo \\\\----J�°\ \\ .\ / II11ID o�\ \ \ \ \ \ \ \ \ \ \- / / / / / / /// / 1 i \ / / , �' (� \5 IL TYPE\: , // / / / IP \ I I \ \ \\ \ \ 111 \\ \\ \ \ \ \ \\ \ \ \ \ N.\ \. \\ \\ .` `---' -�'r //,/�//' i// //'' /' ' i / ' I 1 I / ° / �\ \ \\\ SF \ I �/ \ \16 \ \ \\ / ,/',/ \\ \ I I/I� \ p\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ �\ \ `-- _ _ _/ , / / / /py/ /, / J 1 I I 1 l / b / / \\ IP I ♦ N� '/� / ,,� �C - --- \� \ \ \ \O\ \\\ \\\\ \\\\\\\\\\\N. \\\ N. \\'\`\\\�� \� /'%/ / '' III/I /^ ' \ \ \ / N. N. \\\ -�_ - - _ i , ,///i / /Xo///i '/ I ! /p," ! MU \\ \ \ \ I I I1�C I r/ ----_ \ \ \ ° \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ AM BUEFEF? - - - _ / r / i! / /i / ' / / ' / O '/// / ', / / / /III 1 /' / /o ' - I /\ \ \ \ I \ O\ ` \ \o\ \\ \\\\\ \`\\\\\ N. \\ '�ir laeDLPLRl11l---///''/�//,/!,, ,6, ,,/ /_ �;!/'! / o/ IF - \° o \ ` \ o\ \ \ \\ \ \ \N. 1%A4IDAIAFZEA - -'i.. / / ' C / of / I \ , l 0, a \ \ \ \ `\` ��`\` �\ `_, -_ ��/'/ ;i'/' /' I / '// / / of \� o \ \ N. \ o\ \ \ \ \ \ \ \ \ \ \ \ / ' // // / 6i// / r \ / ' /, o bN. - / /i'/ ' / 6// / , /� tea/ /� OZ NN. �4-t�OHP�- - - h ' - / i / IN / / 6'/ ' 1 / ! �i _ i , l I l ' I 1 \ \ v\\ ='1 - --_ `\ /��++ - _ /„/ ' ------ _ GROG ° ' / R'�� /' ' /i - _ / \\ \ �\� \/ -?\=� _ -b_ //r --- OLTA7f1h0TE 1OTt'N. Ol SYCAMORE 9 / / \` 419.7---' \`I`I --, - `,\ og + 415.2--i�gRY1NGR1w \ O'// - _ - \ \\\ _ \ IN IN IN O \ I ° O -408-5 _�C a -d - . �� - - - - - _ - -o 0 1 O° ! - _ _ J- _=__� =:ram_ ----o- -- i ' FEEP$LO '! / // r / - I -I ❑ \ \\ \\ \ C0 O ' _--_------ ___--i°�--------- ;/ SF '/ / !' '/ - IP - - y01 I II I \ \\\ \ MAPLE\\ /per\ / o I '. �\ '� o °/ I - - - - o °/ - - - - '•, /' ,'/' /a 6 ! / ' ,' / / / ' - I - - _ / / I I _»I _I ''�� ` > I i p // /1' \ O o o - - = o O/ _ -/- / /i��� l /'° / // /' N� / / - I I�,a %.UG`T / / o// oo N 409.2 po° / / 411.1-�,/'/' /, IL� I'P I oi'I \\-�' ,/ o 0 0 0 0 0 0.0 0 0 0 0 0 0 ° / ! '� �' \ f� I ' ' I I// IP /' \4-'!/. / \� , / / / ��' .ice• / /TP / / /' / j'\� _ 4$O /o I / \ / / I y / l / o/' / /\ \ I/ ���'-_ \\__ / \ \ /� i' /,,�/ % - OP1 . ff j OP2 I / i,/ \,I // 4qs I �JI 1 k ./ // / // �/ !/ ' O l ,\�/' / `,Ji� \\\\�l \/�/i/i, /%i-\/ ' ��i. �r\5 MU I l / i` /' 4S I r \ I ' '/ ///!'/OPO o y / -� \\-I 1 1 ///,�/ i, / ♦ T; I l / _ Z\ > // r _ ��_,�-��� \ \ , r/ l\ I // i,%/ / / !// T'�` / r•''!`'P�� I 1 1 / 1 1 // I \ ' IP IP - -\\� \ �V \ I I I UGP� 5 - T- Q IS ( Yj W�AR7IDN DRIVE 1 \ / RIM 1 I 4f6. I / y-- / SF1� 1 I \\ ,\ ^ ^� `T I 1 �o OO '/ '/ ''/ IP IP �\ -- _-� - Y- & \ I �I I I1 \ \ 1 '\ \ \\/\\ \ �_- __ \ \ I I 1 409, ° ° (�t��" � ` \ \ - - - I I P 1 1- '/N. \ \\ 1 408.71 I \ / , / / - D TP ' ' I \ 1 ` \\a/� \ / \ - \ `I I `' \ \ //T 1 - �� ~' \\ \\ ` `\ \\ \\ I \ -� 'r. ♦ \ \\ , I / / / /'I /b pY - / i' �r IP 1 OP3 ,,• \ - I ' i / I 1 �\ \ \ ' J o �gE , , > ! , , ♦ ' 1 �: a:. - _ M U I IF, / ��` ' I I Ic I I \ 463.8 } _ \ 1 /ql ` j TP / /' !/ / ■/� _+I I IO " I \\ IP qS0 / ! ,' W t- I / 1 \ LJ',' / / S PS / I I IF, IP-� /' T / U lIl,I,1 1 I 40&.� I / �' / _�-r r/ ;,�� ,,I- _ ' ' D -r IV(ATCH LINE_- E SHE�T'3.06 / I - - \ 1 / I l= 1 f l ,I/ / II / IllIIIl / \ II 11 / as / / ,�' ' _ ' -' ' - �v IP /\ I ./ / , / / - / / >!� , _/_ >� �r�/T' / // '/ /' -- , - / 435 / ! / / I,V / _ I I / I r'-� 46 .8 9 LIMITS�OF = O %' / /' // ' /' / ,' / SF / /� TP ,► ' ' / / ' I' / IP PS '�h / IO / _^ I / / / // \ \ \ �\ _ BISTURBAIVCE' Ill / 1 0 l // �/ ' ' - - I / I _ / i 18.3iAC5FS--- /II , / ,' ��'/ - _ // /' / I , / ,, ,l,l //'///ram \\- / O\ I \ 1 / / /I ' / I I I I oIP 436.7 I P a \ N. \ I / I I I P o1 ` / Ay I , /- 11 4 0 I I q I I f p I / / / / ! ' /L� / / . / _ r� /46. I / / / / 440 \ IP / ' I Jo I / / I , /I / °� I 1 1 I I I 1 1 / l / / / / / l 1 / / / / . / / \'49 / l i / _ _ l T- / I' SF , , / , I ( / / / ` 1'11 ,\ \I � \ \ S \ I ; ; 1 1 / � � I l / / /' // ,'/ ,' l l /---- \ TP 46 11 1 \\\ / L / x EROSION CONTROL LEGEND \ \O\ \ \ P)ZWATEX'SANIFAR / \p\ \ .... LIMITS OF CLEARING AND GRADING - I \ ON ` \ .Ell8'$EM y� b / / / / / / , / I I l / / / \ 1 - - - G �� ?� 98 6148 IL` �Yr11 " ► I- \ \\ \ O \ \ P \ SOIL TYPE BOUNDARY 10 II I \ \ \ \ \ \ \3b� I I I I / / / / / 44081 11 I I \ \ \ \ •P , \ \ \ \ 1 1 l 1 CONSTRUCTION ENTRANCE 3.02 SF �rl 403.g� �\\\\ N. SF� SILT FENCE 3.05 / \` \ \ \\ \\a \`\\'\\\\\ \ \\\\ \ \1\\ \ \\ \ \\\\\\ �\ \\ \ \�\\\ /,///1I111//Il�ll/lIl// �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \` ` \ _ - / // II/II l 11 11 l + \ - s \o\�\ •\\\\ \\ \ \ \\\ \ ` \ \\�\ \\\ i ��'///%///Illlll/� \ 1 O , I'� \ \ \ IP \ Q6�//��� IP INLET PROTECTION 3.07 0 \\\ \ \\ \ // / � � CULVERT INLET PROTECTION 3.08 N. N. /sal \\\ \ \\ \\ \\o`�°\ o qo 'C\ `"�\ -i �� �_ _/ / \ )4�/ \\\ \ \ Dp _ / _a5 , DD DIVERSION DIKE 3.09 \ I-\\---'7:7- - \\\ \\\\\\\__-"�_ _ �_-- - ii'i/ - \ \\ .\ \\ \\\ \ TP ` RIGHT-OF-WAY DIVERSION 3.11 \ �\ � _�N.�,T`s� =oil- SF o \ N. _ _ �' \ `\\` \ = _ _ _ _ _ - _ `__-- __ \\ - -_ _ \\ \ \ \ \\\ \ \ . \ qq /,/, / , , /i�,� CWD CLEAN WATER DIVERSION 3.12 402-40 \A, \\ \\\ \\ \ �\\\mil► /ii/ / / SAF C* \ \ \ ° r� T _ - - -_ \ \ \ \ \ \ \ ` \ \ \//, / /f SEDIMENT TRAP 3.13 t / o o �\`I ,ram • \�� 6 - - y _ _ _� - o p \ \ 1 \ ' / _ \\\ \ \\\\ \ �\ \ \ -- - _ - /! = i/ /i l \ SB SEDIMENT BASIN 3.14 \" \ \ \\\ \\� - i 401.8 1 \ / ` - \ ��t-_�` 4 \ \ \\ \ \ - - \ \` _ _ _ - / /,,I I OP OUTLET PROTECTION 3.18 \� \\ o°p\\ // �/-� --�-' \\�L'\\�\ + / \\\\\\ \ \` --_--�\\� `��\\\ //r i / _%' /// / TS TEMPORARY SEEDING 3.31 \ `\_ o d _ wft \ ` P / = _ _ \ \ \ \ �o� o 0 0 0 o p o \\n\ \ _ _- _ �\ \ \ \ \\ -_- - - _ _ - / / / / ��' // /' PERMANENT SEEDING 3.32 / \ 399.1 \\\ \\ \\`---\�_\\� of \� \-__ -_--�' / ,/� , / ' MU 4D1q�j / / ' \ \ \ \� �__� =_ \ ` / _� \ \ Q 1 \ \' \ \` _ -_ _ _ // , / / /), \,1 1 1 / , \ �/ , / / O MULCHING 3.35 oIN � �/ \ \------__��\`\,\� /: \\\ \�\,`-`Q \ \\\\\ \ � - ` \ y\ \ / / , / O TP TREE PROTECTION 3.38 \\\\ \ \ \ \ O \ \�\\` � \\` \`\ \\i\\\�\O N. \ \ \ - J\---------- \ ' -----_ \\\ TZDNffiAf�Y EtNE �itSEMENT / I l DUST CONTROL 3.39 N. \\ \\\\ \\\� \ \ ` / ° -4Q1.2 \ I/I!p \ \ \ , I ` \` \ \�- ° o � \ \ \ \ \\ \ - - - - ' / / /i / l l / / / / , I l \ \ ` //p _ / O a� \ \ \', \\ \ � \ \ \ \ \ - - / , / / / / / / 0 , / 50� / // / 9 / * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER \ \ BUFFS \ \ I f \ \' \ \ \` �� \ \\\ \ / / / l / / / l tp't N CIF.0 ?a CLINT W. ?: :u775 FFLET >� 812412022 r, 'ti'oi :.N�,,� L� z O a U w z O N w w DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1--1 W o C 3 g J ,-, w U° Qm ' 2 N ^ O Z T zQ @ J v W ^ N LL 3 v Q C J o G ^ w a Oa~� z c J m p 0 W Q U > 0LL ~ a W Q z w v'X o O _ L'zo. O Lu 16 2 / w H '^ m w vJ Eo a 06 c m Q m a0 0 c O z O 3 ON Oz„ 0 a O~� o r W3 o. d m .Z Y 8 h X 0.2 00 O m h m= / ^ E `o vJ eM 06 0 a c Nc 10 a 0 JOB NO. 0 o �0 40919 �8 c 0 SHEET NO. u o C3.05 t E H_ L /' / / /' - - - - - _ - - / / / / /j / /1 - I I ) \\\1 ,4NN440000 `, ,'A0,% t,pLTN (IF�0 / �ti \-44 \`/ I •� CLINT W. 2• , ,' \ � I I � I II •o ' 24.6 /' /' /' r \ / I I \ \ I I • / / I I � I I / �v 751�.1,FFLET >� / / / / / ■�k4, _It TYr ` ` �� > �` �A Lic. N .2022 4` \> �� / > � ' ' ' / �' / // / . / / /iG8/ Zk/2022- - - -'h� -- 11ALIf '' \'/ / / ---F----- - -- - - - o / - ------ -t--- - --r-------------- QI\ / / / '�\� \ // --- ` ----E-------- / I l -F--- ----- �-----F--- --_ _ \\--� \ '\/ /Y\ - �- _ \ \ - - - - \ __---a w v E / / ��/���,_I F__�-____ l\ 1 �_T-�� �43` QW 00 /0 / _ 'am, f� _ _�_ ' % / / ( I a - - - - 1 I \ O\LD LYNCH UR(3 OAQ ; \ - - -\ s \ \ - z a oSOIL TYP / \_ _ _ - . ,-; - -_f /� 1 I -1--LL 1 1 1 / \ \ - - ' 'i_ - 1� - , / I I /----- t-- -- \ \STA71� ROUE --1 - ` \ w O `m / ____- __ __Y_�_______\ ___ 1 i---I----1----1 \ 1 \ }____\ \ \ �i� ys. a�Tt- - \ �_- \ \ \ - _ - \ Lu J s M i------- \ _ OLDLVNICHBURG OAD I f \ t- - \ , \ \ t _ CIP \ V STATE RO�1TE 631 I -- - 00 Z /T ' // // // / ' 1 ( \(VAR,YWGR/l�/W1\TH)\ \ `\ \\ \\ \\ \ \\ \ \ \ \ \ \ \ \ `-\---'-L - �� _ \-UA'DERGROUNB _ _ _� � =----- \ _ OP6 %� _�iO V) (!I Lu GP ' '' / / _ lfir/ -�� s� ^� .. i/ f5` / i l' / / , / G� / - /� I / //�_�__ J -i �_ S v ry Z ((ifrp-- L_ - / / / / / - - / ' - / _ / w / / / / OHS 1 �- / / - ' ' ' • - - ' / / / / / / / / / , / / / / / - ' / / / / / / l / / / - / /1 / I / I / / 0' / / TP + V - / �/fi / CNf RECTRIC ,( / / / / / / �p.rrELEcrn�Ec _ - / / / / / , / / , / / / / ,'/ ' / / ,' / / / / /' ' _ , / , / I f / 151 M H � / / , , , , / / / / 7ELE. & NLIN S a / II / // / / - / _ 1 / , / / / / / / / / / I 1 Cl fl / 1 / / / / /1 -' - TP IP If /� / ,' '' � f i ( / � IP I / ' ' / / I r _-' � H __--- >/ / / / ! \� \ ��\\� \Q ' / \ - ' / - ' ' - ' ' - - - - - ` i - - , 1 1 1 1 , 1 I I I I , / ' ,' \ I / / / ' I I \�� \N� \,' / '-_�_ / \ \ 1 1 ( 1 1 I / I I I I I I / / / / I l \ �' V I \ / ���/' N/ / /' Z ' - - ' ' - - - - - - - _ _ / \ ' - DATE I I I '\ R9p \\ �l I \ / PS \ \ l \ \ 812412022 DRAWN BY TP C. GAYNER ��TU�2BANCE: ��\__' tES ^ / I I I \ \ ` \ \ --_--- \ , \ \ \ \ \ -_�--------------_ �/ III • C.SHIFFLETT 5 ` dlf d a _ _ _' \ ` `I / /' I \ \ \ \ \\ \ ` TP I I I I / ti I I \ \ / I TP - / \ \ \ \ \\� \-- \ SF / / I \ \ \ - / I s c-___-_____ = / / ' ___-�' \ \ \ \ \`\ \\ ��► �� , l / ----- _ � • CHECKED BY - - ` - „� \ - ' - T - / - ' • C. SHIFFLETT MU / \ \ 1 \ Imo sue..-� pea Qa5 49O \ \\ - -450- SF AT H LINE - S 5 \ sF IP - 4o SF 45 _ _ 1 _ _ _ _ _ SCALE / 1 "=50' TP -, ,,\ 490.8 I l \ \ \` \'' \\-_---1r(w� �\ TP '--/ 614 \I �\ \ \ \ \� r \ r\1 \I /XI - I , .;_ I /i / I II +a8B8v�" =\ \� _-�� ------ / I ILA i 1? = ---- ---� I �\ \\ \ \\ �/' ' / / 26j r-/�/ ,' /' /' ,' �' I \ YYY\���,' \ /\r L\\ \ _ _ J /- _- ----- -Y-- \ i4 �I� \ l I\ I \ \ ` I I/ 1 111, .- I �_ BEEC_H r1 / �/ / /► ,► / v.j�� I, , , l /--- ------ -TI 1\\ \ \ 1 \I '1 1 1 1 11 I /-----' ' l / 1 f l II \I \ \\\ \\� TP %� ` r_'�-c-� �- - =-'' �'(� \\I W ,� \ -k a u11 \_ �, _ \. r ram.- ,� 1�l\v �__ _---=__---, �'\ ' , I LII 1 I 1 I 1o1,/I(' -I - I ,� } V \1\ r\\ \� \ ' , /-I\\\ `/- \T --_ - \� ' ,�\ U) "� �\ T I I I 11 "- �� I l I - \`\_J`\i'_-,� -=�-_'-\\\� ' / ' _ �1 ._ --- - / \\ \\ LJ /,( ' Q &GT / / I I �� I �I, / 'L\J \ 1 y- ----'� '�e.� I I I I I /' +� �J Imo__1- /�\ �_\___==- - \c_�..��-q ��n'2�� , ���//l / o- -1 -UGP y - - -UGP -_ �lCiP = - - - _ -- - - - - - l / - _c''_`�_�'_ �_ys' - \� �. ��// \ I \ Y \ / Z ----s- �- ( vG-T= /' 47, \\ 1� \-------- / ' / �� / / / -� l/TTER UT -E-y------_ __'__�- _ - _- - I J \ \ \ \ It ` / X` J I \ / - _ % r / X. , / / - 1 / _ _ _ - - L1.-4695 ` y - EROSION CONTROL LEGEND * ce w a_ ` , \ \ - ' I \' A' /' / l _ - - - _ - - - �SAN- f 475.2 LIMITS OF CLEARING AND GRADING - J /' 75.0 �SAN ��������� LIJ O \ `\W.OAK\ l / \ ` \ / I -�- \ I 1 \� /f /' `_ z7 \ - - =-�� SOIL TYPE BOUNDARY � \ \ r / ' I / - I /' I UCH m I �I ` CE CONSTRUCTION ENTRANCE 3.02 w O \k A / \ \ --- I \ \ I O III �tp `I / ---I_I'r ` 5.. Ir O Z \ \ \ \ \ I I I I y 474.8� O MI _---- SYCAMORE \ �\ \ \ X \ / \�_ \ \ �\ /� \ I x I/I I\I \ \ '� / /' ) �`�f �� Q LL ,000' / 3�.a�r ' SF X SILT FENCE 3.05 W `J If 10 Lit / \ C/ INLET PROTECTION 3.07 rr Z \ �vr+ j \ \ \ 1 I I \ \ \ \ N\ _ _ IiPT"\' G W \ / \ ` \ ` r _ - IG� Q C 50� I Y I I I , \ ❑ \ \ \ \ D0� \ c 1( �I \ \ \ \ \ \ UGP _ / n� r ' / 1-I\ \ ^� 1 v , �/ II CIP ® CULVERT INLET PROTECTION 3.08 O c_ I 1 i I i\I \ \\ M4PLE �� \ \ 4\ I \ \G� �' \ \\\ \ \ \ T / ---- 'UGZ� / \,\ Z ./ \' ' \/[` ' I W - �\ ,' / \ \ \\ ` ' - - �� 3.2 / /' / \ \ ' /'/ \ 'r '1/ I DD DIVERSION DIKE 3.09 W '1'P G / / /'��/i' /' l \ I ///� \I II O �__ _-_--_�/ '�' --_ \ �1 \ __-�� // /' �\ \ �ipT� �__'G�j /.�1� / \ / /I� _ - _ \ / \ _ - - - / I _ - �j /j��J q/A - - - - -' I 1 - �\�/1 ✓� L 11 RWD RIGHT-OF-WAY DIVERSION 3.11 Q 06 /� i ,' // ~/' ' \ 4 / / \//�\\ l�/ ,, i/'-'/ / - - - 4j0 \\\ �,-.r 1/ I /"( `\•� -' ,� --� `�I CWD CLEAN WATER DIVERSION 3.12 O _O _ I G l �/ / /Im, / - // _ - _ , \\ \ 468.5 \ / - - - /\ o -� \\\ , \ \ II\ 1 O SEDIMENT TRAP 3.13 �t \ I� \ O \ \ /� \ / ^ \ '� // C SB SEDIMENT BASIN 3.14 \ \ II I /��W �y� _\ / / - / \ \ \ �\ / �' _ i� J' / \ `C ` 1 1 \ �\ T W \ II I �/---�- UGP- __ T fi'fv/.v I I� �., �1 �'��'/' /_-. \ \ \ \ \_-\ �/-'__t-\ ��/ o \ /z ,�-6,. 4 i 1 \\ \ \ \ i V, �1--4w _ -~ W=--�v-w �_ �W� \ \ /\ \ < �� / '�'��/ /\ \ \ `\ - c OUTLET PROTECTION 3.18 WI�/ARTON DRIVE -/�' \ \ \ \ _ _ - _ I e\\�( ,I \ d \ 4456.8 / / / ' ' \ \ ` O TEMPORARY SEEDING 3.31 '1 11 11_ - T II \ � \\ \\ \ \ // _ / /` � ' _ br rn e' I O \\� '/ � \ 11� ,! ` / ' /JW�S1\ + // / \ / / O PERMANENT SEEDING 3.32 Z�7� r\\\ �,/♦♦/1• MU MULCHING 3.35 T 1 I I \ \ \ \ I _ _ - _ I I II II I 1 T ` Y\\ '_ - ' / i ' �/ � � � � 111 / c I I - , _ _ _ / / , , , / , , / ( / / , / / /� TP TREE PROTECTION 3.38 oe No. I \ _ _ _ / \ \\ / / / / /// \////// Y'///// I 1 \p� / \ 463.8� I // /� ' \ I` +462.1/^/ / / i/ // / / �-�'�' / / � `� l / / k �� /i\\'' '/ 1 1 I / ` i ,' ��Y DC DUST CONTROL 3.39 40919 L�/ OIL �Y O� I O -"--- _ - �-/'/-/ i //�' f�//�( SHEET NO. T / / , �_ _ _ _ VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3. 06 L \�I ` ZAF O b TP _� I 0 \ 446IP / a I - - - — -- 65 0 \ ///iTI//�/II1I\I/'I\ /\\ 1I/ I'\ - I1r II %+ /I//I1\Il'//1,II 1 // 1/I ,/�lem1�/�-// / / I/II\//I/ I /- /�%/\ /lII �I,�sI1'/II,1,///1 II//,."�_ _1 , \ I1I///I-, I/IIl� /j \1� I '��/\ /I/ -,//III/ l \I \�I I/ \/I ' 'y '/� �1 / /� `l\\�n/ i I° / / / ` '/I //I_ /l'� �/\ 1 ITI l��/I%I/\ 1 ,!II /iII\ �,/ `1 \e\ �\,, I`I I /\ms\ \I \I/I l` I \ / I\\\ ' \.,° /II -_\ / I \/1\\�' / \ \\'\\1J-\\`\\ `, \ \1\,\1/ II\1�y14"I �, �1//I\1 I`I \I� I \ /. \ 1 \ -\1\ �I/ I\ \/�II\III\111I 1\1 \1/1' �I 1 �\.,\ \ `\ -1I\° 1 \_I �_ \1- \/I\� \ �__- _�-I\%II1 - \ I \1 l 1r\_ _ \1�\ I -'I\ \I \ \\/\\1II/ 1-�I\\-I\I`I�% -\I'4� \' Ir-\\1 \o ` I' l�- \1\I I/ r�I`\I -� o1 II 01'\�1\l\ \d \/- \`/ \/`l\ \-1o\1 \, � /I \ \/- //I _ \\\\HI/� \ `\_/a `\/ \-lP�\ \\�r\/`\ / o \ \\/ I\\o \\/'/`\''\ \9/\ °r\ /\\ \\�\\/ 0 \\ •/Z\ /I\\\�'�\+/'\,�\ � \`\/\\//` 1 ./ �\ \\/ -/_\/Q�\/ \\/y / \ -\ I\\/ \ \\ \\/\\\/\\ �\\ \I \\ \`/\ / \�\\°\'/ \\ �,/\_ \\\ \ /\II\ \ 1\ /_A \-/\ 1\ /� \/ r\I\\ �/ \\\ \`/�`--\ \ /`\\\-\, 1 /\\\` =� \a\�\\\/\\\/^a\\ \I =—,\�\\ _"/ / I\ \ '\/`'\ 1=i _ \ '\\ /\ ` \\// \\ I \ _:\\ -_/f / I \ `\\\/ \�` =, -\\ \\_'� / / 1/\ i / \\\\\/l`\/\ -`_// - \ /`\./ \--%__\ ''s—\/- /\�y_` ' -I \\,/ - �� \\\ I /\v\/,i- \ I , \-\/\ \ �\ !s i/__ -4\\` '\\ 4r-/ �\ r \/l oL/`ii1\ /_\ _ 1_o-r/_—!\ `\ `�\ / '\\l / - i 'l —— _/` \' / ,\ er /i \ I_--\I—\-_-tl\�\ / J\11_--_/ /\ --, % .Vi�/0-/I -\/ \/ f-/ -/�\�-a`/I-_-,/` ',\/O-__1/ _I/ / _,,_= -►`_P\\f/ __ �af'_ , :/ //a'�'1�\- ` / 15f1 / _ / 5 / l/ -_/= ; _ // `///\_.iI �/\ � ,'"' //-/i /�\\ /,/!iO`_ , 4-/ /� !+!\/\'`, \C7 r\/' '/�/'/I_J(, / \ '/\ -\/// \i•\\ I �'/,/I,-/—`/\/P_���I\ / _/ 0/\� +,! "/�_//' /— `'/ -/ �__/_ /'✓ � I - //\I , /- 6�- /_\,i/-� _��'—•,// "i �- -/.-% fl-t/'-,/_,/' 'j�_' \—_/ !/'-/r-'��/�/_/-/// i /U'///'/P'/i —I,i•- ,//�, •/f!'�II— / / //1///'/�'_-////I/\^;_//!_,` �;1�/,�',/_/,,°•,/\1i/ i ,/ 1-rO/—II/ _ \, /' : ce_/, /` �,I1y\/ /1I// /1 /lII//'/� 'I�_/l�_//\-\//\\�/1' I//u/ / /,/I/ /L \ArI//,I�!\%, ,l�I/ �.l // ,I//'/l�J-�/ // r l/;,I/ To,///i 'l/',// `//,// A_C-f'///,,\////,//O/-I7/,///l // !l//_I�/F� o/ / /zI// ///�1♦//' I//\�v \//�/\/I/ /N/// Rli/� /,/ {//l2/ /%l//1'�i �r///I!w//r/// Y0%T,// / i/1 /� I, ��E1\I /�/I ,/�_/ I_�_ "C-1\//,1�/�p�C6/-// -/ilT�/l' _ 6O.� H`� \ --,' j\I)4O - I\.o\3/i� 3.'/ I1` 5�5 / \ `IlI' 1 \j _I\lI1'/l \ I � -' �\ �/��� `l/ \_�/ `�• a� 0 4151 0/1 rp a /°/ j °\`4 / b/ /\ /\ i 'I I II QY' vIIjIIb6 �vII h I / `\ J14 /_7/ �®/\ / - � , -,/ \ \'1\\ -/ \ L�-�I-,'/\-__ _/�/ / I -� \�J / ❑_ ✓//II I/- /\ _ //---0IL TYPE, °\ \ IP0\ 1 IF, MSUEFEPr- / o\ p_ — _� _--/'_/ - o _kL,0 �A0 \ \ \ 4� °\ o 0\ 4ID1AF- OX / OH °o/ IF, ,W O A- AU K� PO O--ORIP \/\ X/ iC-///'/—A�/, M///am� / O�-/-- \ R � - CE .- - -\415.2 G ` —408-5 °---- ° 1 o -- -- _ _\''I•�-_�` i 6 /\G\Pam----------- IF, MAPLE �' o 0----- -- - ---o IP0/ — 0j - -»> 0 1 O — — —— °O °_ O 0 o'' OO%Po0�p-J /I //' o°41.9. 0000000-00000o TP o AN _IP N Z\° > P C�.W;W— � WRTbNDRIVEVA _0 SF IN�_ - 408.71 409. o IP TP ' \ \ -40 mu !m%oI Wr_ '08 4638�\ ]'06j Ill I _ P PS4�P 40&J O, -I VATCH LINEE SHEETC3.08P N l000X MU LIMITS�OF1j-� 46 .8 9 4 OBSTURBAVCE'TP /(TP IPOSF 18 BiAC 0 ° l0 o 436.7 I I �YpIP oo/ -4 Gp/ D1/, , /4 127 44Jo TP 5" + IF, I O, TP \J-HOO TlP \ 0° EROSION CONTROL LEGEND i\, \\�, \ \ 100, \ P)WATEX'SANART_._. LIMITS OF CLEARING AND GRADING\\ / / / \\EM��$MEN�Nt' \ COTp SOIL TYPE BOUNDARY /�///// ////// //1 ///// ////4408' lI' llll/I I CONSTRUCTION ENTRANCE 3.02/ C)0403.g \t,� XSILT FENCE 3.05 0\SF O � INLET PROTECTION 3.07 \\\o\ IP CULVERT INLET PROTECTION 3.08 0kV DIVERSION DIKE 3.09 tp RIGHT-OF-WAY DIV ERSION 3.11 mu Ps ° - CLEAN WATER DIVERSION 3.12 °O T _ - - - SEDIMENT TRAP 3.13C o 0S 0 16 0 SEDIMENT BASIN 3.14 OUTLET PROTECTION 3.18 4 00 0 TEMPORARY SEEDING 3.31 °_ftaft - 01 ` PERMANENT SEEDING 3.32 o/ \ `4D14 \ �9. \S ' T_ \� ` J � ' MULCHING 3.35 0 SOON / O TP TREE PROTECTION 3.38\\� �tSENT+ - - - - - `Y$EtNE IS 1"=Q\\ ` O 894 saw*\ 68 0/ DUST CONTROL 3.39 Q1.2 Al * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER ° / ' R t 397.3 �\ o� �\�. \`....\\\ -----' -'�/ t pLTN CIF.0 CLINT W. ?S :u77SHIFFLET >� 812412022 LmI z O a U In w 0 z O U) w 0r w Q DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=50' 1__1 W o C 3 J m" N J 1-4 LLJ / U) 00 Q° 0 ' 0 a_ a 9 7 a L � za� J ° v Wv Q J C > o G w _/ N Oa~� zc n J w p m o W Q U 0 LL 3 w Q W 00 o Z mN o. w - 162 0 DC Lu �/•� �w vJ Eo a 06 Q O. 0 0 O z xg (D3 O� Z. 0 O O~� o r W 23 o. d m 2 Y . h X 0 m o O d 0 m= / ^ E `o vJ EM 06 06 �a 0a JOB NO. o 0 40919 �8 SHEET NO. u o C3.07 t E L /' / , /' _ . - - - _ - - / / / / /j / /1 - I I ) \\\1 ,4NN440000 r _ I I \ 1\II I 1 \ 1 1 I ,'A0,% t.pLT N (1F �0 / �ti \-44 \`/ I •� CLINT W. 2• , ,' \ � I I � I II •o ' 24.6 /' /' /' r \ / I \ \ I I • / / I I � I I / :v 751�.1•FFLET >� ` ZZ\ > �����' ''= / /�/'//// //.// / /// iG 8/Zk/2022 4 - - - I -'�hss� -- 11AL G�r 4000 ��}, QI\ �— \' ''//'//''1 L I -F---- --- �\ -F--- -- _ \ _ / \ — �- \ — --�-\ ---a v E _ -- -----F---� �< � I->00 /0 SOILTYP a r\LD LYVCH UR(31�Z0.' LL LL o / j'' . / / / / , ' / \ - _ = - - - / r / I / \ \110 12 ---- - - 'RIYV-t- \STA71� ROUE 1 _ - ---1 - \ \ \ \ �� w O `m I I i----�-----�----- I I I 1----- }---- \ \ � �=-a��-�-� ` � T � _ \ a V oo z / / / OLDLVNICHBURGhDAD I f \ t- - 1 1 \ \ t'Y CIP \ = `_ _ _ \ / / / 1 STATE RO�1TE f#31 — - __ - - - _ - ` ` ' ` _ — — / �� T / / / \ N. \ \ \ \____ _`_ �__ \ \-CEAWRYLIN \ _ _-_ - \ ! _ _— - (D Lu / / A A A-UNDERGROUN`0 A _ (/1 a / / I ( \ (l/s�RYI\lGR/l�/w�bTH)� \ \ \ \ = \ CE - _- - - - -_ _ _ _ - _ Lu ' / / , ' / I /� {-_ ' �/ / / ' GP _ - - GP t".•fi" tfir� ��� _ ' -�' �^� . [/ OP6 / , / G� Ln a�i ry z /' \ -+- U) 0.1 \ \ o rp--L— — i / Opp / • -- ' / / , / / / / , / / / i --' / / / / / - , / / / - / I / / O' / / / / / / / / / CNf �ECTRIC / / / / / / / � y 1 / 6tiP / / / - p.trE[EcrRic - / 1 I I / - /' ' / - - _ ' / _ -I ' / f / I M / / t / - ME. /Nc-s' — _ _ — _ _ _ / / / / / / / // / / // / / /'/' // / /' / — / / / / / / / / / ELEarv[/Nfs / TP / ! I / / / 1 51 H / _ l / / / / / / / / / / / _ _(IF / I 1 o fl ell s&7y'1/ �.- / 7 1' SOiLfYPEy PS - o ( H / / ! ���\� \\\\�\Q ' /� \�' / _ ---`i -- , I 1 1 IIII I U / / / ' I f \� \ �� \ \� / - _ _ / \ \ \ 1 I U z DATE / - ` \ \ \ \\ \ \ I\ I\ > !\ / _--- - - - - -- \ -- ' \ \ \ \ \ \\ \ \ N. I I 1 I l _ \ \ / 1 \\ \ \\ \\\ �' %/�� 812412022 i _ - - _ - - - - — \ \ \ \ \ \ \ \ \ \ \ I \ \ \ _ _ _ _ L DRAWN BY \\ \ \ \ C.GAYNER IIJII�S�F - _ I \ \ I / I TP ;` y - _' \ \ ` �'F3�TU�2BANCE: ' - _ / I I \ \ \ \ \ \ \ \ \ \\ - \ \ \\ I / TP / I I \\ N. \ - / DESIGNED BY I / 1 \ �\ \ \ \ i/I/ OP5 �y.,L� _-/' � a.'apES \ ^�,\ . //// I i I\ \ \ \ \`�\���I_,�-- ---\ TP \' i I I l /' / �� '\ \\ \\ \ `t--------'__- - / �/ III �\� •• C.SHIFFLETT �, - - - - - - ' / • CHECKED BY TP _ MU , r� SF /I / ��.� _�_� \ _� �i��� IP SF l�•I -----' • C.SHIFFLETT cot- _ sF AT H LINE - SEE SHEET \ 07 \ �' _ -\ • SCALE IP _ __��_ __ (490.8 LI1_I / _ \ a'�• 465 \ \ \ \ 475 480 / - ----- TP _,'� 1� � �I• 4� \ \� \ \ 1 °�' _ - - -•'�" L JJ � / \ \ _ / \ � � ' , 7 % '] / \ —� - -J, N. \ --1- _- _-�C'Pr---�JL��---\� \ I / /� J -.-_ ._^/- N. LLJ L�� 7 �_ \II�T �/ \/' II (%) /' ti ----_-'�� /\ 1 I 1 I II I '' _ 'F ��? I� _ _ \ \ ` -_ - _ - - - /I _ _ o'\\ ,p Jyy+2� -/ �# "'� ,J //� U'GP-I- —UGP - -- i✓ -� s - -- - - l - - - _ _o-` _] = - \x �. _ �\�%/ I \ \ l Z y =-- UG =- _- =-=-s �- — tIGT= E .' � - I - - \ \ \', IQ/� �,\� \,� I /. -' �'' l /—�� 47�1 — _ - _-- T9P 4Jy —------_ Q - / / / / l/TIER UT E_-y — — — — — —_ _ — _� _ - - _ - - EROSION CONTROL LEGEND \ \ \ yl�l \ I I\ \\ \ \ \ \ \ N..IY I � X` � I \ � / - - - - - - - - ' , ' %� ! / , ��X .- / , � /� - -r` - / � / � - � - - - Ll.= 469 5 y - — � * W \ \\ \ \ \ I I\ >/' // t (7.-= -46 773- ce < / _ - + 4752 LIMITS OF CLEARING AND GRADING - J \ \ \ \ \I \ \ AAA r — �SAN— — _ \ \ \ / \ 'lam C \I / , \ / 1 / \ /' 750 �SAN ���. LL.I O \\\\ \\ \ I�\ v \ \� \ o \ \ `\ W.OAK\ \ \ \\ x l I -�- \ I 1 \� /f I /' \ _' I _ ` \ -' z7 \ —� - - - =—�� SOIL TYPE BOUNDARY _ \ \ \ \N. \ \ LLJ \ \ }/ I \ \ \ \ `` / �' I I \ \ I / - \ '' U� CE CONSTRUCTION ENTRANCE 3.02 O m \\ \ \ �I \ \II\ ��`\ \ \ \\ �\ __\\ \ \ \ \ \ \ \-- \ \ I I I I I y 474.8 I t yy _---- U \\ \\\ \ I \ \I\ �\\ \ SYCAMORE \ �\ \ \ X \ / \�_ \ \\- /� \ I x I/I I\I \ \ '� / /' ) ��/ �� Q I I LL Ile/ , / r iSF� SILT FENCE 3.05 W / INLET PROTECTION 3.07 rr I' \/ I \l Q W G w —UG�— -�� I I \\I\ /�"I <I [/> /�� Q �'� I y I I I 1 , \❑ \ \ \ DO\ \ c I \ \I I 7 \ \ \ \ \ I \ 1 UGP _ / r \ I / I\ 1c\\ (� 1 CC � < n � CIP CULVERT INLET PROTECTION 3.08 G \I \ \\ MAPLE �� \ \ "� ` I I\�/�t / / \ \\\ \ \ \ T /----''� 'UGZ� "-' �'- \/� // 1 1 I ® W /' / \\ ` ' - - _ I'' / \ \ ' /'/ \ \ 'r 11� I DD DIVERSION DIKE 3.09 ��/ w I�IirrPE: G�- //// /-1X\ '� i \ I /� / / 1 I�-_------'--- + 47$.6 _ \J_ -- -_/ -- \ \ \ / k ✓/ cr \ - - l � \ ' � \ \1\\ \e � - - - � /1 \ II � 1 RWD RIGHT-OF-WAY DIVERSION 3.1106 �70 ,//\��J�146�. /\!/ r 1\ / �� ----\�_�/ ��_ C I/ '\I --\ / P_L//," I Z �� G'�'�<`�\_- U i// IJ �I I CWD CLEAN WATER DIVERSION 3.12 O 111/ �JI / // // l/ It/ // ,/ wl / /// `\ `�� /�'�-- -- -, \-/' Ny\� c��'- \\KPH\ \ \\I ST SEDIMENT TRAP 3.13 O \ /� / 468.5 \ / \ / _ '\ / /- 1 \ OO —� /\ '/\ I \ \ \ I I\I f _ \ / - -/' \ /- / cam' I 1 \ I I I I\ \� SB LL 6n SEDIMENT BASIN 3.14 Lu wfi'w/.0 I� �.� - _". \ \ \ \\ \-'\ --'-'_ _ _ /Q \� �--rn• .4 I ! I \ \\ \\ I IV -H--I� w L / — w — — -\-W_�cJ Q // \ \ 'V Q \\ \ \ I \I \ 1 \ \ \ OUTLET PROTECTION 3.18 1 wIt/AR110N DRII/L _ - - _ _ - _ ; I b,�r6 �� 1 1 1 11 4G6.8I I ��\-�---- / �� �� \ ��/ %/ ;_`\ \ \ \ \ \ N. l -- -_ i_ i - '/ - ' I\� 'o\\\ `9y/ I /A \ I�/ J TS TEMPORARY SEEDING 3.31 1 \\\\\ \\ ` / ' \ \ \ - ,,,, O PERMANENT SEEDING 3.32 \ \ \ F \ _\ J \ _ " �� / / / / �' /- ' - \ \ \ \ \ \ \ t \ / i ' '//' y \ - ~ \ �\ �\ / / �� _ _ // / / / / \ \ \ \ 1 1 1 1 / / - / i ' �� / / �I -/ / i 7////'//iv r NN \ \\ , / ♦ ♦ /1• MU MULCHING 3.35 T 1 I I I \ \ \ \ I I _ _ Z \ - '(/ - / / _ \ 1 a \ I I / / /, / ' ' _ \ / i i 1 \ \ \ I - �- - " ' / \ \ 1 I b11 - \ / / / // / / '_ _ ' / i ' // I \ P �I� '\ ' / / I I TP / / I \ 1 \ 1 I ) 1 \ / / / / '/ I / d / 111 / c I I - , _ _ _ - / , / / 1 / / / / ( / / , / / /� TP TREE PROTECTION 3.38 oe No. -+- I� I \ 463.8� I // -d- _ /� - - ' \ \ \ \I 1 / U I`/�// // / k U� ---- / \ \ \ \ \ \ \ \\ \_;-'�� /// /'/'"'/i'/%j-'' ��'i!/i////'/ / / 1 1 / ` i r' ��Y DC DUST CONTROL 3.39 40919 �',// \ \ \\ \\-_l--=_ ' /'/' " / ,/ / i __'i -. /I / 0�L �Y D� I 0 \ \ / / / / / / - / //i / / / / / / / / / 'r / / �\ , / / ' / \ SHEET NO. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3 08 L NOTE: BLOCK AREAS SHOWN PER CODE OF // / \\ .',tpLTF+ �,F/�� DEVELOPMENT "SOUTHWOOD PHASE I - A / // \ :j�0 CLINT W.'�0. c� NEIGHBORHOOD MODEL DISTRICT CODE OF // \ \ ? DEVELOPMENT." ` \ / j/ \\ /� ;v/7SI�IFFLET >� / � ,� • / / : -v Lic. N . $4389 ((4; I / \ \ _ - - / / \ 9'Lie / / i�IN 0 G 8/ 24/ 2022 41V'; J L _ _ �'`, N \IN, �s� HATCHER CT. D // I I 1 _ ' - J\N \ ° 00° 0 11 ^ ') f/li\�I_ _ /!/y/ // \\ / I I I I I �// Q I. E °00 1 . l` ° I-,� '0-'J \\v/I., _ ! J !/i'C' / E_ 0 ' 1 _ / ° ' /+ w v o ° ° /' � - - // / ill I ' / / ¢ x LLLL ,, 3 ° I O / + ! / / / --/ / / />\ Ill / /�' w0 m,� 0 � / ° / _�` ` \\ \SEE SHEE S C4.01 AN C4.07 / /�+ a W M 00 / 0� \00 /l ,'Il I I SEE SHEET C4_.02 AND 4.08 I J ,/ ' /- — /, /_ _; r/ / _ . o 00 ° \ ) I Ill / I I / ' /'/ / ' / '' , - ' ' - /_ = / 111 �,1(I 1 ( - ' / `� �� = 3 ,,.. =T - // L l \ ! /,(Q�� a t��/l N N a It - _ _ / j q / _ _ZI _______ - W �= ° \ J . ! /_ / o I I / / _ / / _ __ I_ I 1------t-- -\-- y- - -, - -I ----- _ --- \_ / \)� o u \ 1 ` / ° \ iD -T �// l / / / / / / / // '' / Gis' �.ii/ I / r I 1 I ( ( ( �____ C _ \ r`--- T\�= - \. /�i O {n x W / - - _- / - -t-- -___ 1 t i ->--- Q \ 1 I l l , - �= =s`--sue o l o \ \ ` . I / / / ` ! I t I 1 F j \ \ 11 \ \ _ _ _ _ _ _- - � --;; - p ¢ //////// / �'-a 'ems- ° l \�\ _ // \ / / f %_`—� �� - �.J'' //'Jcr = _ _ �1( x U > � O �i/i�/r/i iii /'�'./ , ri/ - o \O\ .l � ' '!ii, r \ 1�/ /< / ,/ r .r��'�i - _< 7"7/ ri///'' ice= %%rf/�i i/ / �/ / //�I /!�I/i r ��= _ \ \ �,n VI /'/i/�/ii /ii� \�Fri _-''�-"�� ° \C\ / BLOCK 2 r� /„ / �cl / _I I //Ji/ // �(/ ' 'i� // // / 11 / ~ -_ _ \ \ w � > /i�////ii /n/i /! \ �� - --- �� 0 */ 01 1 I ' //�'i, -- -I _ y ( /}1�//�/' '// / /// '// / //' // / r ., // I ! !/ ( \ o �i _ PROP. \ �, � W //////(((L _. \ �_ =i�� O \ ° ( I/ /// ,�'i/�' �� _ Jll 1' ///'' ' i/' /" // �� / i '//!'/l !\\\� \1III l __' \ (ij- -��/ '� / i � - ' %'_ Ip.// / / /// / / / / // '/ / / -/_ r \ _ v 1 I Z - - I �i l \0 // - - 45(7 -I l I I / �O / / /'// / / �/ ' / _� s \ \ \ w -1 I � I I ll 1 n " � \ \ // / //// / - \\\ /' ' /' Cl• I �/ ' '/ ' / / - / / / / ' / / / / .c ', , ` \ _ \ o w I /i I l / / / �/ _ l I / r / / /i / / III I \) \\ ll/ 11l I lI / I l l 1� 11 1 r " 'o - ' - \ _ A / ! /// .. _ ' ' - `- / 11 / / / / / - -- / \�\ IIII/ IIIIllllll 01J <\It - ��\ice // Ilr +/ ° / / ///�/ '' i%" -� II .I !I \mil l! �' /O/ /'/ / /� '/ 1 // / J /' /J / ' /' ''- �� -,v, '/ / \\ liI 1 I l Il I l / I / I �- � ( /r l i - _ l I ! I' / / / / / ' / / r r\ ,i \ , _y_ // / / \\ ,° H- ,��/r-! \\\ 1 111/ ////�!%/�////!//// , ) d _ ''�i- \\ / l o / / //(k / / "_ ,, BLOCK 11 / / / I 1 �[I ( ' )",\ :`1 �\ �- - - - r \� \ \\ \ \ / 3� LbCK 9; 1 _ /!-0-='~c' �/r + / / J I 0 , / r _ I I IDH / / ! y \ I / \ ( `/ i �\ �c`.,:. i \ 1 J \ <\ \ \ II III 111 /%// //// / // � I/ / \\ \ \\\�\\ \ "� _-wt- -, / r, / /// - � �� // /7i// �// l I G - \ l (I I l \ 90 \ \ \ \ l 1 / / % `� � i / 'fJ \ \ \ I 11 /"/// //, r ',\\ /_ / / / / II i -_ z-_/ \ \ \ \ r / \ �- : \ \ 1 u 1( ! / / ° // , `'l �\ \\ \ \ - - / < / // // .. ( I / _ _ ��.�/ 4\� � 2a-�t�bbtAb \ ," 1 ; 'L olz ' - - - \ \ J J i I I I II Ij fl I /� // I \ \\\ b. \\-''�_�- + \ / / - _ (NH' b 'L%i L.C� _\ , \ o ' \� _. �._ - � \ 1 \ I III II Itlll I R.P.A. t 111 I (/// / I // � \ \ \\ \ \\'dui/ ._- _- / ` \ / / // ill I I _ _ \ _ 1 \ \ \ �5` BL� K 1 2. =/ �"iR �i l� ! //,� ., \ /r// ,i IIIIIIIII1111111\�\�\\\II\IIIIIII 111 \l�( / // �`\\�\\\1\ :,-�\a:- \/mrl�"--- i'. _ rA I I '�a\\ I -- T� DETAL-T /' - _e \ \ O / / // / I II \\\ \ \ \\ I I C 1 \� ( /i \O \ \� ) //)V I r r _ // /. / _- �c / J �� \ \ I I ) I \ \ o - _ / - \ / ,_� \ \ //''/'/11111 \\" \\\\\\III I y /p < ! \\\\\ \\\q+l // I / rI - / ", 445.E III _`�E�_�� \\ I / \ \ -- - / /� �r /c �'��\' \ \ x / . n r _ E - ET ' 4.03 AND C4. 9//// �,/• . �\ 1 1 1 I. \i _ /�� _ \ \ , I 1 t \ s; _ / - /// ll II \\\ \ 111 \ l� J. IIII \ \\t\\\\ \(�\* \\4\\ \ \ 1 / /! ll 11 III I \� ' ,_ \ l../ /J,. X/�,,., /,�� / jv-, '/// /�i r�////Z- - _ / _ [3. _ q\\\ _ ..\ \ I ! / / 1 I \ \ � _ - - - - - 480;',r / - - _ Z \� \ (7 / /i ,/, // i/ / I 11j11 I�\\\\\\ 1 1`\1\\ l �2\\ \Z\ \ I I' \\ \ \b�\� a/ !I Ill 11'l1ll l \ j�>I �// //�/ /////''''lll�ll 111 a '// / d//�/ �// / _ _ \ _ _\ 1_ J l \ "\ \ ` l � 1. / - - _ - - _ �- + / / // -� 'i; / f /i- ��( I1� \ \\� \ /'/i //// //11 1I11111\\\\\11\\_\��_ \ \"I \ \\ -�11\� I I I II _- /�// // /9' I ,ll / / r♦ ./ ;mow - _ l \ \- �-- '\ �3SI-3- 4_-,�, / I / -\-e\IIIII ��- / \ \ //� /- // / /i rr Il I I 1 \\ �\ l \ �- �\ \ >///1l 11 I I I I ll I I ` - %/ i//' ��/'//�//y!//Ic!/!!%/ / I IO / / /�,� !' /�j �G /j \ \1 \ l / \ \ _ - - %% .� - /r \\ I I - �_ I , \ \ `' 1 \ , `-_a`, J I I III ry,, _ / / '// „4 / // "//rBLOCK 1 V° ' _ _ �_ - �__% i /i//i// II 1�\ \�a\ \�\y,\ \ i - _ !\ (\11 I11 II IIlll' I(I II/"\\ \ / //j/ ,/�// // /� / l / // f - - - - - /'// � - - - _ - _ - _ _ I / I \ O ,S `/ I, \\\ \\M \ t\ 1 111 \1 11\ \\\--"i/'/ ////ii /' L I l /• _ _ I -/ii/ ly \ }\ - ��� �it, _ z / ��/� - IIII \( \\\ .�--�� \T I ti� 1yy \ 11 1 ) J \\ \�� \� \\\\ \ \ \\\ \\ \\\ \\\ \\ -"` \ - _ / / //'/� / /// // 11 l / I 171 / / l/ _ / ' I \ \ \\ \ \ + _ - - " - � Y' �@ _ = ' / - `� I I \ \ \ N )p �- ° `\\IIII' \ \ \ \ � \ \ _ / //// /// // � + �/ 1' / \ I -_-__ *- _ it-_ -�_ / 11 - J 1�,>tl\�1 I\ \ \O \\\ \\\ \\\ \\ \\\\ \\ \ - /i//�i/ / //b/ / // // I I \. fff111 I b/ I Ill l f �j 1 \ \ \ \ '/, l / _ \ ��\\�� - /Y!I /'ir I ,II ^� \I \ \ \ 0 �i- �_ %�-�__ I-Ck/ 1 '�=�i//IIII I1:\\ \ D\\\ \`I\\\\\�\\ \\\\\\\� /////ii�ii /%/ "///�i!//l� Qj / lI/ I!/1 l I III 1 I i _ _/ \ \ \\\ \ \\\ // / / ' \ _ _ \ -' „� %-,'4� \ ( I !/IIIII \\ \ \ > w \ \ /i / / I \ IIII II I --_ 1\ \\ // _ r 1 �'- a �'� , \ +il\\ \\\\\,>. \\.ems I1111 \\/1 /�I III \\ \ \ H �'�� I r Ii /'�' �� (l— _\ i, ���// III Il\� \q\\ \\;\\\\\\\\\�\ \ \\� \ - '� �/i�% �J/ /////'''��IIj /(( \ \\ II\t 1 / , \ I _ r J \ \ \\ \ ` 1 1 I \ \ \ \ 1 1 J I - sri- --� / J / / / / / / \ \ ` \ \ i p)k \'a\ \ \\ aL \\ \ x Q //+\I_` _` , irI(_�\=tea g °'�' IlIIII1 \'\\\%Q\\\�\\\�\ \\\\\ �i//II!////p//ill// II\ \ _ _� ) \1 1 / 1( I\ = Cs_ �+_ \ 1 n• \\ q\\\\�\,�\\\Q 111'i��PlINGRWSA20' \\` ���I \ U p l ---� _ �--, ��\\��\ � -- �\\\3\\\\ N I \\\\\\\ \\\N,\, -- -,/1 /�. i/ii/�yJd1 / /r! / � f Ili ! - — _-- \\ ��\\\�\ \\\\ D1.1024p.148D. __� o i = \ \\ \\� - _ _ - - \ \\ \\\y\\\\ \\\\1\\ \ °\ \ W\ \\ \\ `. `�-�iry�///// / / ,- // I - \ _ _ _ -� - - _ - _ _ _ _ - = \ //! P - - � \ (n DATE \ / /// I -� //m' U \ \ `\ \\\\ \ llllll III11 if \\ I I a' \ 11\\\ dI \ // 9 150 - \ -====5 i �\�\\\\mac )\I S'Xild1\'1111111' / ba \ \\\\ \ _ iiq///frii/ �.// / _ \ \\\ / / /'_ - \1 \\ \ - - \> / / I Ill \\\\ _ /i /' ice/ .O�'''r/ \ \\ \\\ k\ \G', I _ � r / %�� \\ \ \\ �\� - \\ \ 1 1 / //' %/////III 111 jj111//( \ \ o \\ \ �\ \ \ i - //// /'/ // (� / \\ \ \ �i '� T / - \ y�,•y� \ \ \\ \ �I 1/ I �\ \ 1 / lr \ 'C� \ \ �[ M T ' Y \ \ I \ \ \ll Alg \ \ \\\ \ \\ \\ _ !/ / / ///I�l IIII \ I _ = _ _� / \�\\\\\ '{�� \\ \ v_ _ \ \-� \ \` ` , ' " / _ I l 1 I 1 li + I� I 1\ \'\'W =�"'1( \l yl O 8/24/2022 _ - _ \ \ \\\ \ \\ \� \ \% I ///// glr r//iii//I III I 1 / l _ -_ _ `- - /i `o \ ` _ \ \ _ \ _ I I ... - - I \ I Ir I i � � \\\\ / 1 I > \ \\\ \ \ \\ \ 1 111, 1/ I I11 III!/!/�/ /i� //1j11'\ �\ \ \\_ \ - = a - + / // / _ _ \ 111 \ I\\ �` _ \ 'a \ / \ \ - _ + \ ' -/ ! �l ~- P J I\�Q �� \ I DRAWN BY ``-,+-\\ \ \\\\\\\\\\ \\\////"�%/�!����11, ".1%//�/j'l// 11 - \;ram__ - _ - - i \ ,,,, - �� 11 I A \\ -�� \� �' ^` E % /! - / til /'jl III /,q1// I\\O@4\,� �..lt \�1\\\\ II , ', I � // 1 J / \ \ ), // � l/ /A / i��i/i ce/�i/% ' '/ +\ +�\ _ _ =mom _ -- "/�i� / ''� 1,1 1 _, � \ \ \ \ I �� / \ N. - �CO - Q7 / , / 1 1/ l I -,I /I/I�/ n 0 ��I �I, I I'/' • �!I/�II 11\� ��' \ �\\\\� � 11 C. GAYNER ,-//-11/ /i �//// �ii .41,�,- /'O /% So r oi' ./�/ ,// / i // ''�(ae��- - -`gy m_' /--� 71111 , I _`R'I I /11 }- !If{.�1I/�1)IIII �I�II� I ',\ �\\\_ II '_ - - �'///%/i/�ii//i�i/��/'i� ' /o - / /- / "0 0 0 0.0 0 ° 0 + % / // / /, / / y // / / CC _ _\ / ` \ \ \: - I 1 1 \ \ I III II \ \\��,\ I I DESIGNED BY '%ter"/', /,�',r„//�, � _ o,_ , /i- /r � �, _ "�_ / ri/ / / // i/ 1)-.I / �, / 6 / r ' C /_'- O- - I , -F I \ ,U \\\ \, �l� // I I I1 1 \ \ • _ // // / / /i _ / . / l ll r / / / ' / /,' ` 9) ' \ \ �_ (/i \>,l \ \ C / I 1 1 1 11\I III /� \ I \\J I / / //� J' ', i // b / G / / /\ � / .� �\ \ I \ ` '/ \ _� /// II11 II j111 1(- ��\\�J/.` III / _ -\ _ \4 `• j \ 'U J 1 �1 \ \ \ I I • C. SHIFFLETT E�EE�== - .//r/'-/A �i�' /,i /-,0 1 j1� „ i ll . ;r / 'O /, l l/ +t \ / / ` / / / rC �.-_- \ \ \ �. _-_ \\ 1 II \1 I �" , ** + /i ,_/ o /_.+'1 r '/G/ / 1 ".l ! - - -- _ \ I [ l s/ ` i� >�_`/,� _ - I(11 \ \ I 1,TI % //,// // �' XII(/ ill\^}� \\\ _ = � � _ _ -� -' /i/� i/, r / yi ° /Y _ - �'�\QV /_f� J'/ / .�/ o i - \ `I 1 \ _`f,L, / i \ \ \ "- (1 1 1 \`�` I 1 i' / ! 1 \\ \ \ I I -_ _ _ _ '� -_- -,O/ii // - , _ �C \\� - ��" / " - / , i > _ - \ L V d�/�-- -`, _ !' 1 // /- / 1 I 1 \ \ I CHECKED BY �- r = /G'i, / / / n-°�/�// ! I + ' II �r t I I I C \ C. \ %�,c/i,L 1 B- �_�{��l,�l,i-� I 1 \ h % / / /i J /%/!J �'/J \\ \\\ \ Il E -?, i ` 'r / I I I /�/'(%' �� \ I Il / , -�° / I \ L - f� 5 I 1 I - \ - /,/'�/ �1�6� C.�HI$f�L��p / ! i I \ !// ,/i/iG��� ////, I �! � \ \ // �./� // Fv __ _ _�_ %�� / ! l� I I I f !/x� 11 BLOCK 1 ' �' / ' ' 1 \ I \ "�i �� /i' "f, !� ,/ \ / /� /b _ _ \\ 1 \� - • _ r \ �-�) , , i J I \ \ \ \ // �1 1 \ \ /: ' I \ l / I \I / / C. SHIFFLETT ��- _=_-. ,o///i/ 4 / I I I /1\ II�\ I _ _ - 1 \ \ \ / / / �_ %, /Z/- \\\\a },�{ $7,6'/��/ :----- / (I' / r ✓ / l lr '///p /, "a//'l�� %� l�\\ \� I / - cr= - �/�i Ai / \ / I $ + 1 \\ry - _ \ , J / 1 I J /1' _ _ //ir d \ \'\'N? /, ,i/ ! ' / '%` la 1 'III 1 N '/ i,.;�, \ \\\�\\ \ \ '/' • • SCALE - // /i / I I / I / Il I / / r l U / .�, / ) _ _ 'J'�'/' ' / ( Ib \�1�II( \I I/��' ./ /_- 'ii / - / / Y? /' J !r` _-_,ii/\ \\\\\�=_i�i -�. %�r//// / \ ' 11 / _ //'i' /%si,- \ \ 11 \ \\ 1.�=ISO' / i / ? „ / / ll R \\ \\ -% _-_---// / I r \ /� _/ I / // d / /////'��'�, ��-�__'-����i� t� �`- t�' i�%Tj///j� /I/ / / J/%,`�/ r \\(1� , //ii e _ \\ \\\ \ \ �j • - = i - //// I ! I \ o l/11 I I ! / qd/// r/ / %%// // i/ „� - - �/, / / ,� / /� I//////��� ���"-=i%/�Ill\ =`�_ /i��i j�// ! /�/ ��/' /// , / I � 11 11 ���==' i- \\\\\ \1111�'\�,q �j\,�\I$ 1 - / / / / / I I I l o l (/ IIII / / /o / / r r /,� 1 �,�"� ! I ! ! /I / �/ /I�l/l z =-- c ?� = "!,--,- � � - - \_ _ ''� /%/, / /Z�, iJ yl/. 'C .� / / I J � I ! I\III �\t_ i/i' - \ \\ \\\\ Illllgh l( \ � ... \ — jo / / / I I // (I 1 I( '/ 6 ' / � / I / PARVL-090 WjOfJ-�iEO / !I / , ' - �y // ///l 6,/ ` = _ _ %%i = \\\ _ _ _ 1.�\�i ��/i /i / n \ \ I ( i \ \��, /// I 11IIII I ,I I\\\1\ � C ` \ / / _ I q ' / T ChL�J A'RL,OT JVIL - 1 / / / / / /�/// / _ /i''�\ - ti� //'/ %/i/f � ! \, / \ \ \`. / 111 I \�\ \t �\ \ '�-!" ---" / I III /l-11 dlll II I I / l �Q I I l( / , +l / //ri/il//��z��'_==_%i,\\ 3 -\ i!�i/ //J/ / / \ 1 + II I 1 I(/ I \ \ / �- \-� I ( J/ I 1( I 1 O R(� qy M BL DI �\ / I / ii / / ! - _ / \\ __ > ",,) i i'ii / i ( \ \ 1 *- :' I I I II II \ W\ \Q \\ 1 _=�:�`.__ \ , 1 0 / / II II t I I I!\aEIG QC�'/'�"" /- ! / -g //'/ ii //'/'��� _=_-/Q /jl �'�1'/'4//i/ii/ �,ll'/ /! 1\ �I ! 'iy.�\�C�'6 \ �\\\ �'G✓ 1 IIIIII \\ \ I\ \\\\p�\ t-s_-. _ _ _ \` I /i I y / r / r / /ice �// /=r; '--__ ` % =� / / // / / J 1 \ �\ \ �J \ k�_ \ \\ l 1� `.-N � -,:— - � /' r l\ I I\ \ \' \ \ \ 1 , 1 I I I I I � l / Lf �. g//f/i��'�2,8 // r// ' / ` 1 f ' I / ! / '" _ = = =1k T� ,y // / / , / - _� / \ \ � �l \ \\\ (I \ \ � \ 1 \ �J\ � \- \\\ \. \\ \ \ / / / / / / // // ,---- �,- —, %iiiX// - ! / \ �\ •& \\ \ \ ``w\Ill li � \\\\\ra \ = \ _\ I I \ 0\\ �\ \ \ I I / / I // /// / / / / ///4i��i /S/iii - - --�� 9 - ,� /4/, /ii/ , I I I `/ \ \Jt \ \ \ \ \\I . \ \/-r- \\\� \ �\! "�)1 / \ \o \\ \ \ . 1 // / / 1 / /�/ / i / r / r,�i�/ i% -d/.®" ��,i „ / / / - ��" \J \ / C \\ T IIII( I 1 \ I 1 Lu _� __��-` �\\�__ h� \\�\ ' ��°'`_\ �/,�/I r \\ D� \\ \\, �fH�12O'I�A'lylT Yi/i /ice' 1111�/i�%//! / ! / / /'/ /i//i�/iiij�,% .0 _420,r'/ / '%�'"5%'� /�''/ - I 1 I / 1 1 \\ „\ \ \\ \\\ \ 11 �'� \ \\ \ r=�����_�a- _ �_\\�\\ / °_S_:-Ill° `o. \ \ \���1_ / ,,,, �i / _ _ //ri//,�/U, ,� „'ii /y �, , / , \ \ \ \\ __�_ - - \�\\J / ) .l \ b\ \ \ - �L�l� I I - _ / %i/i//i%//ii /ice /iTi:��. ��/ y �� �i _ i�� i �� / - \ I /// �c j\ \ \\ \\11\ \� ll\ \� \ \\ \\III\\ 1�\ ` \ \\\\\ \ IL '^J \.- _ \ \\\\\\ (f(y' - II \ - -a ' �f !( + I _ ,i+7//ii / 3 /i � ii / i/ i, , r / V \ \ \ \ \\ \ '\ h'7 t4 �4\ - -- �- Via\ \ tbd ,\ \ /, ", '11 'l"I/'// \ \ /,///i//S/ �„- _ / z, / ,*'�� i /' // / �, '�/I I \ \ �2 t' \ \ \ \� ��--_-_��� \\ \ \ \\�\ o \` \\\• \\\\ \\\\\\ �i/dlllll�llll/nll 1 1 \ \ / '�%ice '/�iii//j"%Z,�/j/fr /. ,�/i / , /-� / \ �\ \\ \\ \ \\\\\\\\ d �II��\'�� \ --__ �,\ .S � �\ � \ 1 I /,-q� - \ �i ///// // \ \ I - �_ i/7,/!,// ,- �i,�'o i i/ %/// + / i / / I ! T - \ _ \ I I(\\ \ \\ \\�, 11(l \ \ =� = \�_ \m> p\ Iy .,// .�C\\\ \\\\ \\ \ \\\\ Lyh� c $/�i//�/ l\\\l\1 \ \ _ i "' / ///�%//�i -%/ / \GILD /// 1 + \\ ,6 / ,\\/ \\ - \\ I\ 1\\\1 "a} \= \ _ _ \\ i- - _ - ��iz_\\ �,, \ / \ \\ \` \ \ \ \ Ccz _mac_ _ - g-,I / \\\ \ \ / ii' S = �',/ 1/� / j /i/ /','J ,i`/r, r G( \ t \ '\ I \ / / / \ \\ \ \ 1 \\\1 I Q I� \ l, t \ _ ��_ \ \a X\\\\1 \ �- \ \ ��gg ii /�\\ \\\\\ \\ - /i / - -i / // / 9 /., •l! ri �\ \ �/ \ \\ Q 11 \\l J\ \ \ _ _ �///� \ - \ ,i _— - - __ ��_ �\\ \ �\ \ \ \ \\ _ _ _ �s \r/ ter \ \O „ '/i /i / /y/�////// //�\ f (/(L� ! \��`\ I � '�`��r - - \ \ \ O �' ? J \\ \ \ \ llllll I U 1\ \ ( A \ - `\= _- _ _ \\\\\\� \ o \ \ _ \.� \\\ \\ i �/ /i / ' �T" // ! / \5/ \\ \\ O 1 _ \\ - _ _ \ \+ / \ \ \- X \ /� \ _ \ 11\\ Ill/ pI l` \ �/ / \\\ � \ �� 1 \ \ \��' \ � o \ 1= Sa F11VI] (�Y.1V \\ \\ i /// p !'/ /� ! !(lI ll�\\�\\\O�\�\\\\\\ \\ _- C \I \ \ \ _ / _ - - �\ �\ rygR `� Ia. + ( \\\� _ - �_ss� // / / % J1I \ \ \\\ \1\\_ _ \ \ 11 t _ - \\` / \ \ 11III'I1\ �l = \ \ .�c�\ - \ \_ \ _ �4 _ _ \\�_ „ _ �= _�` \� \\I Ill \ ° y - - -> , "- t I ) ///y�,r 11 I y�\4F03-,� �--- �\�� _ _ _r / y^`\1 \ �/ 11 I \11\�= \ \ - - - - - i'— � --z -Z � \\\\\\ I I n .\-- l ( _ �.'ta \ j-�� 10 l _ \ \\\ _� \��\ _ ,.o!� / // \ �/ //, _ \\ x\\ -\- ��2`P--zW-\__��_� ai _i_` �` \ �`l, \ \ \� l % 1 _ \ \\\� \\\ \ \\ 1' - \ /��_---��_ _ \ \lI/// I I\ \ !1 �,� \-� T= \O \\\ \ \� �� _ /ice %_�!//i-= i� _ �VQ�\\\"-- 9�/J(// I �\ \ I \ II 1 \ \\\_ \\\ \ / - � � \\, , i= = = = - - __ - -,Z \ I // l/ I I� 1 \ \ o o (/, a � ` ; 7 + \ \ � \ \ \\ � '�i>� / I /%/ / / / _ - _ ti = � ��� � � \ _ /7/ / ^� \ \ \ i / / - _ \ _�) / , I I \ I \ \ \\ \\\ \ - _ t\ I'�7/ / / \ \ \ \\ o .t,\ _ \\\\ \� _ - / // , �/ // / UY / =' i, �� >"_ _/i I / (// ^ /i 6 \ �J - A �,.� 1 / II * I I III I \ \\ \ \\ \\ \ , f\\\/ \\�/ \�\\% �_----� �1\1, IIII47 r/I�/ l`11 \ _11\, + ✓/J $ \ _ \ ���A-0Ot\\�� ���-/i/�/// / ///// i/i ,G/ J -- =s -,j, , // �1 1 \/ \ - ,// \ \-a` / \ \\ \\\\ \ -_-_ :\_ -, -_-_ _:�\;'Ulna fal / /1�1�-� - \ -\\\�� - -,/ / / / / , / - -i = z - - ' _ t 1 ", \ u,uj11111II'i �Y11111I 1 --1��=��� �_ _��\\\\llllll I=�\p\nO\\\ \ ° L \\ �\.- ����-=�\\� \`_�///i 11 !�/!// ///////�/i,r'/ii'ii'�%',- __ �- J ///y ///ii II / / \ // / / I 11111/I1111111 Ilbjllal)/I/111�11 _ %;,'` \\\\III I _ �\s\\\\\\\O\a \ \ -� _1 - - - - - - - -? \\ R'S' l �l/�j / / // // //j /i //_- _ - //' / �P /i \111 \\ \\\\- - .n ,` \ \\ \� \ i ' rl ice' q II'I IIII ll II III IIII I /� /, \\ Illlllllhtl �-Z: \\\\\\\," I °/� -s �- \ �--'-__\\Q L //l/l 11/V/. / // //r/j / G� S�/'/!i- //%b - ( ��/ / - \ _Q--4/qI/ \\\\ _ /. i / 5/6 I,IyI 11?IIII�I1111111 i111111 //I�• II/ ,i \ -�, - - \Illlt \���\\\\ \\\\\\\\\_ \\ ! ° / \ \ I / \a \ \�\ A✓/ / 11 l ! ////'// // // / /T�c_- , / ,/, ^T + �! / \ / _ - �\�\\ _ �. / \ \ \ _ �f / ®/�\ l b�'// I I II I !I /. - - - _ - _ \ \\\1\ �I\�\\ _ .��\\ \\\\ \\\\\ \- \\ I , _\ \ + \� \ \� \\\_ l// /� l //i /i /// / / 'i� / -» / '+ 11 \ _ _ k// �\O 1 _ Q� p. /j$ /,�/ ///� Illlkhlll o Illllll(q/, / 11 / z II G / \ \ / \ // ///// 1 I 1 1 �I II Ih It. II ff�� / �( / / / ./ // �/'// / I 1 I Ij 1 I q��� 1 / r l / it 2! -- - I� \\ \\\� y��\�\V� ��\\\\\\\\\�\\�> �\�\\\\\\ \ \ I /,°_ ` \ ` �. \ o 0 o d ° Q \ �/ \\ c� I1 \- _ _ J'Y l 1 �11/ �/l // 1 1 //ll //� ri/ '/i �ij'� ' _ '�i ( �7 ='-\ ( l \ I \ - J \ \\ \ , i� /, 'd// /r ! Ill/ M11� �II I Y'I ! 1l \ / Q --�� ��\ / \ pl\I\\\��\_��\\�\\�\\\\\ �\\�\\S\\\\ �% ° \ o� I l °-0��~ 1"\0 1\__ /,// III II/ !�/IIII////'///'/ /% /� i' /� / /^ \ / J \� \- �& _ / / / f(/i./// l/ II II II I�� II\\=1 _ - / � / - - ' i 1 II \\ - _ \ \ / -ter+' IIII ,i I 1l \� I J \ // 1 /l 11\�\\=____ \\\\\�\��\ ��\\�'\'I \�\ \1 r °_ _ - - `�_ \ o \ olo o� / / I 1 /l l lI l / r / J % _ I 1 - - _ \ / / / I I _ \ I W l / / / / i ! ll II �� \\ a - \_ / 'i �,� ' //ii ,/ / //I/I /l�llll I 1 I Ill�i Ir' I �+• I - ,/ -'•,'y1�`// 1\ I' III I\\ \_ _ \\\\\\\\\\\\\\\\\per\\\\\\\\\\\� /J��o� ��-__�\\�- `- """ °b r 1 '/% I/`D 1/ /I Il Il l .( ! ! _ ' \ I!r^\\\\\ _ _--\ _ \\ - -ri y l / I III I i _ ¢ I \\ \\\\ \ \\ \\\\ \\�� \ i/� / _ o- ° _ - t t I // 1 11 IQ r T r \ 1I�1 ' \� - T _ \ - / II I I I l t I III 1 • \ \ \ I Q / / r�// /Il 1l\\` -�\ �\\Q�\\\ \\\�, - -_°-c0.\` _,-a--= ===-a-a'-` -moo -,\ ' / i/i�/ W//!Il/// I -I I I I �/T ( / > 111�11 � _�>.��_ - _ `Y /y / �x ,,,�� j/11 /� 1 I ,l��rf C I \)\\\\\\\\� \\ \ate - \ ° O e._. _,i= �_ %s � \b\ I /� / ///� ////! l I Il (( \� (� / I t �_ / ////`,' \ __�-'�- - G-. \ //// , �c /„//r'/!/3 I Il /i J 11 IF /��= ' /",c,�I , 1 / //!!I\\j\�\�\\� -� .w \�� -1 \ I,,- -iS_== _'��-- \�`D `'y 1\� //jf////ii/r/i,/�/ 1I 1 / \\ \\11\a / V\I �i / /i \ l -/ _ _ \ / / / / ./�/// / Ir. Ll / \ _ \\ - - _ _ _' �- _ \ \\\ P // r/ .//,, / 1 , , \l(I \ \\\ 1 \ 1 r I II ( /!� \\ \ _ ; _ _ \\ �- \ / i /' /!/ // ' _ J %'/ %/ �/ I: • /p/ //r a J J i, / / / / I/I / , / // % jl 1 \\\ \\ \i) \,\\l \\\\ �Q \ \ \ \ \ i r - „i �3 ZZ \O I, \ 1 / /;/ / L r I \ \ \ \ \ \ \ 1 G 1 ``q 11 n \ ` - \ \ / r /I / ,i / // ,//// /�/l�/ ll ! 1 �\\ \\ \ \ , i - =-i c�-_ \\ ( / J,7 ! \ - \ N. \/ \ I ` = / _ / 11 III 'r ' ��_-- '$' ! 1/ Q r / ,/ /J/`� ' i / 1//li IJ) \ \\\\\\\\ \\ \ / !' _- - \\\p�'R /I.� \\\I(�!! /! i 1 1�1 \\\\ \ _ \\\\\\ \ y, \ \\ 1 \ \ / \\ \ _\\\1\\;.= i. t®` •�`\ // //i �/ _ / / II / L r // / I // // I(r//,,/ �/i 1 /r111 \\ \\\\ \ \\\ \ `. /i/, .r, i_= __��= \\\ �\�\ \ I /' 1 \1\ I 11 �I / _ ��\ \ \ ! \ \C �h\ , _ / // 1 !I / e _„ / !!� Z '�/-�/t / - , // /ll II I / / /! (\\/ii , / r/ 1)I \ \ \ \ / /VL \\ I I l �� \\ ll I ! / \ \\\ \ \ 1 \ / - 1 - r, / I «dzt. � \\i\I)� I // �'//Si , � _`�\�\\\\\ \ \ \\ ��\\�11 \\\ \ I I 1 ( \\ \\�` _ _ \\\ i/ \ \\ y \1 //O `%," J/ �\\\\\ \ 1$-/ y// / lI l /�_ ___-- // J Il i / / �' - 'i// // I!(/� \\\\\ "�/t/ l / \1\ ! /'/i//// -,/ ',�--\\\\\\\ \\\\\\\\\"o.\\?\ \� \\\\\ \�\\� \ l \�\-� 'I )/ ♦% / I \ \ \5n -� II // `=%�� /�\ \\\ \ \ \ '� // /fir //� %/ /�/! LLI L7 Ill -/ / , ` //\ / - , l I I \ \\�\ \\�\\\\\\ \�\ , i (!!/_ - I . l i/i /// /// , /// /// ' _ \ \1 \ \ �\\ \ \ \, \ \\ \ \ \ \\- _ _ V> 7i �'%i t/G! I l �\�= '3 �i// \\ \ '// /� / // j !l /� //� _ J' /� .�•� •.• I/I //- CO \ / � \ / / - ,// / \ \\\\ \\ \ I / / \ 11111 \\�\\ \ \ \\�\�\ -\�, \a \_ \� \ ,/ / l \ \ \ \ , � �-r 11 // 4r\`a/ �/ \ - fj II // / ri !l / J / , / / _ -, I \ \ \ \ \ \ \\ \ 11 llll � Z I ,i //ii� / , / / / \ \ \ \ \\ \ \ \ ,i - / _ _ I //l \ / \ _ \ - / / f ! !( iP I / / , _ / , , / ! ) \\\ �\\\ \\'\\�\O\ \ I l It %//,` \l .: / / /i � , i ' / // / \ \ / I //l //Jll ll 6/) \ \\\�\\ \ \\�\`C\ \\ _- 3`%` 1 /// ii A I I I \ \ \ \ _ J6/ �I / \ .,�_-;j„=-�y7 I� \ �`'• �t � I i I , %� / : •• II III / Q / / _ / / /, - _-, //, \ \ \\ \\\\\\\\\�\IIII\ I/I///' \\�\`',i'/�i� ',_, // + /i J�/i,///i /I 1J�ll�1\11\ �t\\\\ \\\\\\\\ \\\ \� � r%'/j/ , /� 9�� \ \ / / //!%/ F^y� �_„i-IIII/ll \ \ C \- \ /1� /�\i\�\\\t `� I/ /�i////// //�I W Il O -='/ ,-� ,/-\\\ \\\\�\\\\\IIIIIII) ! �\� \ /�/i /�/i, //// i /�,//!%/ l III I a �\\\ \ \ \ \ _ `1 //// ./ I \•,w+f `// ,� `L \ - C.'/ -11"� \ l/ // /- -ice- , �I \\\\11111111Ny__� \\\\_� ,4i '�'''!'/// //r /i/ // / 111 `�� \\ \ \\\���___�� -Z� 4///// '�I _`170. //T% ///�!//Q - <�=/,1I\III \ , _ !!I 1! ('1\��\\\\ \f //// / \/l I�\`- %' -- �__ _�_ _>J \I p /�, _ \ „/ /i, //i<S//!\/i i ! 1 1 1 ��\ \ \ \ �//i %ii/ j �II�I \ \\ / >/ l�I/j11111 =�_�_� \lt\I - _ _ IIII I I�\\\r,\�\ \\!\ I 14.,, / , `//1 hJ / , ��> / ll /l /!� �_\\\\\\\\._'/ ii�/ii%-/' '^ //! !< //i�i\) j / //!9// \ \ `�� �\ ', /i \ _ / - - _,\�l l II��� j� i ,,�t % 1I �{i, \ _ i / - 1 \\ \- /! _ _ // IIII II - 1\\ \ "/ _,�-�J 1 1 1 1 \ \\ \ \\\ t / > W / /- --1 _I 1 ! ' i i = - = i "% //1 %1,1'� ��\\\\ \\� _�, %/ii, %- - _ - i ` \ Jl/ IiN„ i , J 1 1 11 \I\ \\\ I /„ j ///// /I l ! 1 \ \ \ \ \ �- /�/ //� I / cS� \\\\� IIII \ \-\ H - _ - _ y I l I\ \\ \ ll \ Il I� /r' �q- _ _ / i - J \\\ 1 / I! / / / -r,- ,. � y A ���\\� 'i,/i "-_-i : _ //i/, i '% i ,c(/% ( �I; ° 111\ % ��, �J/ / / �l \ \ \�\ \ - _ - j �/�j//!/„i111�11111tl11-,� j-� II\I IIIII� \I - /JI I \\\\1Q1 `i • \\Q10 I ' 111 i �I �If\\\ ..L `C / 7-/ \ \ y 1 I \ 1 (\' =% S ri, _ � �� - =i, ;i ,� - - - \ I /,/V//i �i „/� - ,�/ \ /I IIII \\ // r/� / //// /r/ // I I \ \ \ v \- �- '�- / ,/ ///////////P11�71/�5 \ II III �11 \ - \ \- ' 3- - r%/ III II I I r IIIII`f'll I / W Z .- - \ 1 1 \1\ \ \\11 \\ t\r 'C 'ii i'� =c \\\�� /�/ii - _--`�\l // //-1 ,,i/,i�: � /( 11 /!/ //// /j / / I )U, \\t �C ///////// Il/�11111%� 'I11111 II111\ \ ---' _ _ , I I \ \\ \ \ \ \\�\ � -- nr `\\\� _ i , ,, - �\ l l d/ow/7 ,ii�,ii�„ i , ° / !! 1 11 1 11 / / /// %/%� / �i/ ! I \ \ \ �� / //j// ///�//�/,I / /!/ = �I l �lll/11V 1 \� \ \ _- _ - / J 1� 1 /lI III / III a 11,11�1 �I I)I I I / 0 \ ��'-\ 1 \\\\\\\�\\\�\\\\\�\ -�-� ��\�==vi///�= _.\\11/�ll///////��'i%-' / 11 Ili 111 / / // ///�FI( \ / _ _-- _ �, j ///// /j/�//%//01/-,I11j1/lI(\\\\�\ \ �/ _-„ !//�lli/d 11/I�! �l h' 1411j1\\ !/,'-`_�i�/-1\\\\\\\\\\\\\\�\\\����''�-_��`�__', -�\ /I M''i�r o./ ` I 1 /// //�//, / I \�\ - /////�r ///�/llllll )J\\\ -- \/�^�_c== ' r!/!l/ II II�I�Y// �II Iri-I1111\� U _ _ �� _ _ \ \ \ \\ \\\ \ ��'/i �� _ �-�i i _- \ )///!//,/04/ r*///', L \\ I I I lI/ / / I 11� / I \� \4\ \ \ \ - _ / //, �` y//'/ //, !�/!4< �\ \ _ r - - - - - / /// /1�11 / / ��1 1 / II \ I v %ice -_ \ \ \\ \ \\\\�`�\ \\\�-j/i-= \�__-`i"' - J/ l�//1 //!/�// o I I �1j111 / l 111 II // J \ \ �ia/%=-_-_� / ///1//'///////rf i/ � //1I/!1 1 / 1�' _ _ ,,,, �/!//!/ ///////[%/ / l 14 I I\ / s W �- - - --- 9-� \ . \\\_-i/_ _ - \ \ I %l 11 (r a� i''%:''r' /�. 111111/1/ l!l /Ill/ f ( I. -�\\ . - 'i//'//'////b'' mr r/rl/ /!//l I i/ 1J' 'i'`�s�''ll l�llhf l' ` 11 ' \� \` O _ l /ii / _ \ \ \ \\\ \ _ , , 1 \ ; \ - ' iii � l 9/j J I �1��� , , ' \ f 1< - ' / // / / /' ! 1 1 -1 \ \ _ \\ \ _ `/%s"" -- - \ - - , r / /�� ,//�4� I '!/ ) l / \ _ - _ / / I \ \ \ :� �' vim- -_ --J 1 \ l `__�, \\ i I // i/ //1l/ ///// / .l II Il� 1 \\-�_ -� \ \\\ \ \� - / 'i,�_i___ \� �' _/ / Ill/ /j/i//�i+4$ /� ',/',NIIIlII /Il!\ //! I J -�/ \� _"tom �- / 11111111 \ \II III \ \ \ .\�\I J -�- - - , 1/) \\__-'", \ , ,ii/ii ,�� / ///// / f�✓ / /lI I I I \ \ \ -_ / i \ /IIII //1 /,// \ %,- ��_-= -_ __ __1_ _ % � , 1 I)\\ \1 / i%�%i,//'i /�// / r r dP7X// l I _\ \\�__ / \ l�!// f/,f/may/ I/ _ •. f /IIII' j \ \ 1 , �____-___ _ -__-� -/-_ i --i -, �� ///ir /.d///// / I I // /l lull \ \ \ - =`�//� \1 \\-� \ //j�l//Ill Nd1ll II III\ //! -- _\ _/i 'ii'i/ 119/lI j�I \ III \\ i \ \II11- /�,/ - _ , I /�i-// oo i ' / �__ / / //r //' �I11111I� `\'4A'I11 _ J �j\ lI % I \\\ \ 1 '/ -i \ \\_- -Si- - -' J 1 /, /i �' ,�:�" //'ir iii + /%\ I - rl !/// /// l/ I I I l\ \� i/,/\ 1 j11 Z ii �////% � !/1 111 IIII I \\ \\ ' i / /-1/ la/ II� \\\ \ \ 1 m �/ - /i c - i = _ _ \ \ \ ! : - ' - - - ' /i , // /'� _ �%/%/%,� ��i/ // o ! I - / (/(/ II rl ( \ 1 I I \ \ \� = , \\\ \� �� _� _ _ _ _ _ ' 'i// //� 11 I I \ \ /i // // / / II II Il \ \ \ _ - ,/ r 1 II \ \ r/,i/i ,����'-'____\\\ `"'��--.,�-__�'-_G„/,,///S,/�, -_�.// �; /i»V'// o° 9T1 / \ (\(\\\�\\il \ �\ ��\\\\\\ - /�i, \\l Ill\ _ 0--�i/�rri�/P'/�///d/7/p/IllllIlll,.\\III`\� 1 `__ Y \\\\\\\\\\\� \ \ \� +� \ / "'�"� �� - %-- \\\ \ ,, -ice _ o/�"„� _- • y ,�„ i / o ° 1 /I ��.\ \\ II \- �\ -, ��\\�_��- _-_",/'o^\\\\(I\l "--45��� �'G//'i "/ IUIlIIl11UIlIl�src'`IIL=y\. \ I/i/ 1 \\ �\ : � t ,/ /' \\\ _ , - \ , / - i - _ - ,i,i - iy//-aq/ O 1 I'�1.0 \ \\ �\�. \Q \\` - % �\ \ \ _ _- --/iir\\ \�\\ \ --/oi /�✓ij/�//i MY / / I I III 1 �O`��� \ / �' / Y ! \ [7 \ \ l \-\ , // -i �i ��\\` =~i, - — \\ \ \ \- �// , �'- - - - / = - _ - �'i i -� �,iNN,.d + y I _ �\ \\\\ � - , _ _� _ _> _ --% , \\\\\k\\ \� _ - %Zi, " s,�y� II .l\ \ / \ ` /i // ,/i, - \ \ / , �\ \ \ - - -' �'- %-_ !_ o/// - .0 \ \ " \ \ - '-' �- - - ->_ _- _ /l \\\- - ", /�/ ">s/ // 111 11 IIg\ \\� \\\\\ \ \ / / / \ _ \ // sw//� / \ \ \\\\\\ \\ \ a, It \ 1 / //'/�� /� \ \\\\\ -//, -=i_= -_ _ = -�i z= s'�'�ip +d' \ moo'\\ s=' __ c= ___ _ -�//" \\\\\\�� t--i�if1 ////1 I1Il - -�� \\\\\\ \ // /_ \\\/ 'r \ (�/ A} \ \ \ /// // \ l /-�\\ \\ /// /�_____-_=�,/-i �ii/ / ! - O v\\\\\\ \_. t$%i=-� _ _�___� c-- �i\\\\ \�_c-'-,��/ %// \_� =moo.\C \\�\ \\\ r /!//( / _ \ \ ++ /i //// r \\\\ \ I , _\\\\�\ \ Z , //// / - �� - ' '- _ ,-i - v /ii//,i \ 1 _ \� 'C\\\\�`\\\ \\� -" ����_ _ _ __ - _-_ - -- //'/\\\ \\ =431 //i / I \\ . - --^� '\NO \ I : / I /jS \\ \\ -aZ _ �t \ \ - _ \ \ ' \ / \ -// /� \\\ \\\\11//i _ \\�-�// �'/0 l=-^ =irr� =___ -- o �i%� n / r ��. \/ �\\ �--__--�-,.�- -_ 7 /�/� \\Q\�=,sue----s�%'��%'��� \ \ 4uu, \\\\\\�\\\ II I I //�i-��` \\\• \ / \�\� �\\`( r_\ \ O //i/ / ^� \ J / \\ -, // ai/- - /� N / \ \\\\\� / �,,r/i \�\\\\�-�.-,may- '%, �\ \ \ /l / 1 /11 i- -,, / /�� \\ \\\ ////// �� \ \\\ // // // �\���'-°' / _� = = %/r�//i/// ,'O '+ _ 1% 6 \� \\\\ �� \ \ ~3c / i/� a - - a _�__ _ __ __iii _ \ , O - i �i ' �' :� \\ - .i \ t \ l / Il /I Z \ \ \ / -- ��\ `1 \ \ \ _ \\\ \ i -/// /\ \\\ -/ /�\\ \�, / �_a-"i.' __-_--gym% ii///ii/ 1 / \\p\\ ig_,-c� _ _ �-� �_ `s _ %� / \ \\\\\�\\\\\��� J/!//// IIII III II///I �\\\\ \\S \`\ �\ ( + I \\\ �„;i//iI\\\\\�lll l \\\\\\ ,�/% _\._-- "=v�=�S�----/�/,,lP \ / I + \ _ _��_=�=c-= c -�i_\_ �'/'� ♦ \- \ _ l '\� \ - \ ,� % , /., \ \ \ ! \ 1 ,/ / //// _ - - ___- _ _ - �„ , Y /i ce_ _ - -_ - _ _ -- -_ _ , c = �s -ate _ : _ _ a \ ` \ \ 1 \ - - 1// / / II I // % -3 / J \ ,,/ii', \\ 'rl I/� 11 \\\/!////�j/1 _--- - -- ,ii/d I ( 1 �_=_= •`�=4�0-'"�s� �`/i'� \\� \ �X/`\\\�\\1\\\ 1 - 'o�J, iIIIIIII//'� _ �_�/_ I_/ I\\\ ,\ \ / \\l -//�/ _ _ / + 1� �`�y 1 / V IIII\ ==_ _ _ o==�='-_ _=c�:�OQ+-� _, �� l)1 ,1a 1�\\\I11Y� G/ ,�:�', ,\%r,�/�//rll ,// l��- --�._ _J �_fS ,i, \\ \ \ 111 / \ 1\ d /r / ! �- �_ _ _ --Si �� - /o/ `11 / \ A_ - _ _ -__ - _ _ _ _ _ _ _ - z =�_ ,� _ - \ JI /11 III I IIII / / J �! r / / o_ ,-_ _ _-_ 11 '/ice%ice ' \ \\ \\\\ \ -/ /r !////% \�\\��\\ �� , %//1((\l /(///! /ram °�- = � ' o °j/ �` '� 1 I �y, _ - _ _ c _ __ - _ - r = _ _ _ _ '- - ` _ , / / / III, I - _ / f4 Y/ , / -o,.- -' i = _ 1 IIIIIIII'S,i_�\\ \�\\_�_Jr/i�!/�\\\\�\\\ ,, lllllnl/Jd)�I%Jll,fi/ __ o / + 1 /-� "Sdb1 ��-�_-_-� _ �_ < � I'I \ f -- _ _ _ -�cs- -_�- i _ \ /i / / III / / / /// „ _ _ - \\ T I II I I / - \�-''//i//.� \�\ ',' Ill " ri J /i/ J _ �%' o , / 1 �^a"- - - --- o o- \c r I - /„ _ r �. ` / _ - _ ,I + 1 / /i, - \\\\ \ \ , \\\ - / l /pp I ° },, - d '_` - - - r o o \ \;\!�/♦ \\ III I I / -�- - - -J \\\\ 1 !! - - - / // �l7 l � o , - J / l -\ - - ' `- \ o r-�15'[S�P _ �� �+-0 o � o ' 0 0 0 o e ° o ° �I\b o \\ \ \\\ 11\\I - - P" ' \\\ \ \ ! ! -c - _ �-I IIIIIIIII -\\ \\ \�- r //\\\\\ \ / I f//i , o o / �\ / ??/%� IkI + ° \000000 6*0000 / _ I Ilt% IIII � ,\ \\\\ \\ , - ' j/,/, �\',%.\\ \\\ - , /IIII loll I II II! /i/,I o �'o o 0 0 0 0 + I \ + �. _+� \ _ _ �" -\ s g ` .ps _ -R� `III \\ __ _ /� �'� r - - - ' + ,� -1k, �\ \�\\\\\ � - �° r-/ _ \ I t ��\ \\ �- 7 -/ _ I l 111 I : \\�\\\�\ //////!i , \\�\\\ ` //l III It 11 ItIII // / / r ) ♦ _ _ y L - �gy - _ ' - -�/- - ` t� /-je d \ /- _ I� _ \�\\\` _ _- \ � /i \ - \� \ \llllll \� \ / II I I! \\\ \ i/// //\\\\\\ \\ pI I I IIII( 6 ` , _ \ J-v \ \ _ \ �r `\ \\ \\\\ % y� I "' +��'� 7/ \ l l \ \ \ /llllll \llllll/ I / \�\,N," �� �'i'i %/ \\\\�\\\\\��\�111171 \yl�ll IIIIIIIIC/ / 0 / + 1 / -, t _ - -- - II III/ , \ _ //// // \ \\ ,/ I �1 / , i' 1 r \ _ \ -* _ ` \ _ lJ _+ \� \ \\\\_ '.1 i /' T_ ., - / + ~ \\IO��' \l\\I \�\�\ \\ \\ ! / _ 1111111111 ! / ,z /i /\ J/I IIII 1 / / - - , - ! . �, / + 1 _ / �`It�- _ / \ \\ .�► I I /-_--s \\ ../ ���',./ a , 1\�' o;\\ \\ ,`\ \ �� / na g l IIII II II! ���� \ 'o"��/\\1l\\\�y �\_ 1l1 IIIIII1111 0 , / � ��'� /, I \\\ � / \_\\ /_'� �\ I +� / i c i1/'. I. \ \ 1. 11 III lI \\ \\\ /�i/�i \���_� \\Y� JIII'I�'Ijllllll(' -J /� -'�/ -, -- .i- I "e+++•.- � \ r _ --_ _ \ + \` _ \ /Ill//)IIIIIIIII! \\\\\\\�.i'////i/`�3\\\\\\�_J III I1111111 ! ° / r -_ N / / / "� \ \ a-1111.1 J /ws� - - I _1--- /s__�<>�-��j/�// .� %N� - a �/_ \\\ l \\ O I IIII�I)IIIIIIIIIIIII!/i�-� \\�� j/ii� �_` .,'f� �0�\� JIIIIIIII1j1 11111111111 I o _ / r SriU�T RU i �, - �\ * \ \ �1.. ` - \\+`` _ \t + Ila�. 1 p iy�- '\"^..._ �/�_ _-=_-r_-1 %%fir . \ +/, /�/�� \� v f'� �- - - _ _ , /'. + \ , . , ; \ \ b-��� - ' \ \\ \\ II IIII III ///`.\\�\\ IIII// \ \\ �� \ / I 111 1 0 + - B 1 / \ �., -�� \ / - y� / - . \ _ � 5 � -'+c - q - , • ° -�•�\ 1 - + n / / / \ , ^ I 1 -Y -r—Izl'T �' /6 '� - 4 "� \Ill \\ \�' ' % y. \ �J J / - -- \ III I I U / / t_ \ \ . g99Y�� .r III II 111111j1r1I 11/ / \\��-f////-q/ /= _ - -" \\ \\\\ l\ \ tIII II tllllltl / /' e l \ - - / -� / \ \gI / \\.�-,�_7 _ ? '- - e+'�4d r. ,� \\ -.._ r \\ _ / _ " 1 / + _ - .. - \ \ ` / Via• ..- \'"'i''` %/ \ // / ` \\ ``'�'\� ' �- // ' \ �\ III I l l 11 l l I III / \ \\\`�, ,/�/- �_ -� ` N ,\ `\ IIIIIII \ \ 1 11yII Ill IUI1111111 I ° / -� f/ ,_ J + _ _ - - / +_ \ _ . / i� ! - � (; 7 \ ` ` � - \ _ ='�zrc! = �_ _ � ;sue' 1 � . /, � l � \\/ / �. /j� - / ✓ '� ` \0\` ``�C� %i ' " t //I/IIII// 111� llll/�ifrjL 'i �% _ _ % - ��\�Il�llt�\t` �/I l/�%/� o /� �i + ,jl'f /+, j! , I __�_+_ _� _ _ / \ _ \ t, + \�\l// - - _ = _ _j� _` \ y \\� %� - - / 'fit _ �_ _ _ _ — \ \ / \ - + r 1 r / - _ — - -� __ \ + \+ ' /-i �\\ �"K \ �� 1'L�:.' + / _�- \ '- _ > ` N. \�•Q ~ _ _ t i, _ _ _ y�\."0. ii,i�j"4i/i=- /'�' _"` ,\11�1IIt111\\\���'�i/9//�I °� P / ,'/'�'_' -62So-3=o ��r G / �r „-/^- \ -\__ - _ \ ' , ' t _ _� \ \ i \\ / //_ /- - - \\�\ �`�" 'IIII'/ \ t � �/� r\ / - f - \ \ `c =, '�a;r\ 'p- _ �. --1 _ _ \\ \ w�\ '!/i // !/ / /i �,- / , - \1 Itll\._� 11\ �M" _� ` - - �11�,;`1i / ' '- - _ _ \ (� 1 \� / /I / i \ \ \ ,l ••yj. ~� Ir/i/ r//, - \\\11 I , -� , - - , // ���_ _ _\i1` / _ - r i-� / /'� pS_s3s=�_= \ \ l \ + I \ l ' / ` \ + `.-� 0- /-, -.-�- \\ JOB NO. NI/////�%ii /-'o o,° -\\l \\ems /'i o -rr l �T ' _-_ \ --- �- ----\ I 1'!L!/'' -__ \ \ \� //�__ \� o \��\ \\\\ d // / / , O ` O _ - d "i •- Y `s ' 4 , IIII i = _ _ _ \\ J\ \ o ` -� + + / / \\ \ \ `\ \�� y7 I I / / 5�-- - \ \\ P o \ 'i �\\ \\ \\ \ / '/ - ' / /// IIII ,� \\ \ / _ ` \ o \ ♦\ \ \\ �� '/ ( - - \ / o , . ° \\\, o `%r /z' , , „-"e-�,///�/ \\\ \ \___O___-_' _-___-_`\. N. r ! /, // \ .� �C\( _ , 1, I !/, —__,� __ \ \ \�°\ \ 40919 / / o _ �- � .�\ ,J/ \ � _ - - /- -- - , i - - - _ \\ � \� _ � _ �cL � _ _ e ¢ \\\ � j �, � � / /(0 l�l/// �i / % _ _ _ \\ � \ \\\ \�N � \\ � �1 II.Ildi " �,:- � � O \ / 30Q• � \ \ . "�' , 9 / o r "- - a (- i , ' f N. r / / / _=; = _ - / i / _ _ \\ \� ` - -°=O� o -e- s 'e D / �� \`e� `s- i 'o/P lI 1I 11/!///�i /ram- = __ � \\\\\ \\\\ \\�\ I ' ' - /� \ \ / ' 1 h\ 11 I I III! , _ `9 __� \ q ' \ N, , \ \ �\\ �6 -' , / 0 00 }��.1 � . , I //�i/ _- _ / / �_\\\\\� \•c _ °— -' / i \\ �'/ //!Ill IIII / ____>� \ �@ \\ \_ ! \\\ I (/ '--_ =-'$ ' m om \ \\\ ��\ SHEET NO. � , ° - g 0 o o I �i m _ � �'' = -sus _ = -,/ /i v - \ -__ _- - � ' /r// \ d/ II II / / \ \\\\\\ I I / \ 1 / _ - \ ,;gzai � �� - \ \ \� \ o,' ' -\- r- �_-• ,' -' ' i�SL//G��=Si--�i/ii/�--\\\�\\ \�\_sc__\�___ _ _--''"/%/�_ \\�\t_+_ / f.'//� k/ll//I/I,�j//�/ _--\ ` \\\\\�\��Pq =T \ o°\�\\`\11j01�/ F-tic-� t���\�1\ \ \ \ \��\\O\\\�p �+ _-o / / + ! r- + -/ _/'/�r///i��-aS_�-�i%�j��\\\\\�\\�-=��_\\- _ -�� �iii//%i4�;"'� \\ / /i//jv"'11111///I��IIII//%///-�:i=�a\\\\\\\�\\\I Ill1\llb + \ \0 \\\�\\illllll%�/:: _-E�\&�\II( \ \ \ \�\ \ l/4.�0 ` _ / / \ \\ 1 0 \ \ \\ 0 , 5 n N u U C > m 0 m 3 0 N 0 0 9 a m 0 a , N 3 0 0 m s N a m c c 0 m 0 3 c a 00 o 0 O dN 20 o 2 c 2 m - a 0 c m m a0 Oc x m O 3 In Z m O a 2 F m or �3 n m c .Z Y M , 2 rn X C 0.0 016 , m m " N O , m 0 0, MI c Nc °a 0 o m46 m a 2 c m m c 0 o c 0 m nE O _ L F E L NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF 1 I 1 I I I ADVANCEDWAY. THE TMP SHALL BE PREPARED BY AN VE IFICATION NUMBER ARE REQUIRED ON THEMP SUBMIITTAL. ONE CERTIFIED PERSON, CERTIFICATION CARD AND •, �t p _T If o/ wo, CLINT W. ?: I I I FHA PROVIDED BY ACSA I 7SI�IFFLET >? I I WITH 12"X6" TEE AACTUAL LOCATION TO BEFG �+ • I 0$ •'o Lie. N 54389 4� DETERMINED IN THE FIELD I SCALE 1"=30' 8/24/2022 ; I I ASPHALT PATH BY FCC AND ACSA. - _ I G 0 30' 60' - E _-- — of °u - - - _ - -�_�� EXISTING EDGE _ - N C`T ------------- ----- _���-�OFPAVEMENT 1125 _ >E —_--- _--�-GV---------- In, --- BEND ~ ° E - — - ant - -uj----------------- _ I ------------ ----------- --------------- �_ _ i 90" BEND EXISTING SOLID - __ --12" DIP f - a � 0 3 C WHITE LINE J - - - --- - w0 ----------------------------------------- ---- `i ---------------- EXISTI---------- ---ACSA12"GV -- -- �� _ FCC TO INSTF�t-GRO$S_ANCHOR W � N 0 _ - - - - ---------------- _ _ _ _ _ - - -----------------------__---R---- / _ _ // c a $ _ _ ________ I ------------- ------- PROPOSED DOMINION - - -_ R --J- UNDERGROUND LINES / a - UPSTREAM ESTRAINT P R ACSA DETA o_ > ry N _ JACK � BORE CONCRETE- f�OU..AR TO BE � a _ --- -- __ �� v u PAVEMENT TO BE _ _ LOCATED AP ROX 18" UP M G = a U) --- 12" RESTRAINED PIP (52) I I - T e - - �TF� T� - ---- COORDINATE WITH DOMINION. -REPAIRED PER FR�UI6FE3E#S G 12" TEE __ � & 6 ,� wQ ---------- W/ 24" DR17 CASING O _ _ _ ------------------ _� ANDARDS S o ry �� ____— ________________ --- VDOTST GVINLIEU 12 TS&V �� Kl) _ - - - - = FCC TO CON ECT � �ti o = -------- 110.02' _ t 815' TO = - - - - - a a - - _-____------ OLD LYNCHBURG ROA - a - _ _ R/VV--------T7At------------ ------------- STATE ROUTE 631 I SUNSET AVE. EXT. - a --- --- t375'TO T a�-a-- -- -- ---------f -- `—AMBROSE COMMONS DR.(VARYINCi R/W WIDT1 / / / / i / J I/// j� j�� j - - - ----------------------------------------------- / / MILL AND // �,/ / / OVERLAY a i " � W VDOT� L- - m� STD. WP-2 CG-11 _ _ _ I ~ ---- ------- ---UNDERGROUND --------------------- _ -- CENTURY LINK L/NE _ 12' - - - ------ _ ------------- - - - _ _ _ _ _ _ _ — - - - - - — - PROPOSED DOMINIO - - _ _ _ _ _ - SWITCH. CONTRACTOR TO - O R45' GP CD R45' COORDINATE WITH DOMINION. CD - --fir r —pr+ - �o -- cr- — -- c r� GP 1 v^✓ 0 0 _ _ oH� — - — _ Hr, ELEC �I 5' CURB I 1 �OHP - TELE VLINES B GP T E VAULT _ oyr WIPEDO ~ UFO — WIPEDOWN PROPOSED DOMINION METER. APPROX. LOCATION OF CONTRACTOR TO T I 22.5 HP CENTURYLINK UNDERGROUND _ BEND OF COORDINATE WITH DOMINION. I GP = a ° LINE. CONTRACTOR TO OHP� r a COORDINATE WITH 20' PUBLIC DRAINAGE \ I UFp I PROPOSED POWER POLE. f IP O O.H. ELECTRIC EASEMENT, TYP. P� - _ in DATE CENTURYLINK. � TELE. & TV LINES U 20' PUBLIC DRAINAGE I CONTRACTOR TO HP > + UFO COORDINATE WITH DOMINION. I PROPOSED DOMINION (2) PROPOSED DOMINION IRRIGATION o EASEMENT, TYP. o 812412022 SWITCHES. CONTRACTOR TO METER - _ COORDINATE WITH DOMINION. I / OHP 1" CORP STOP AND COPPER I OVERHEAD LDS. DRAWN BY CONTRACT B- SERVICE LINE TO IRRIGATION Oyr U C IWIE WITH DOMI FUTURE CONNECTION "' METER PER ACSA DETAIL � � � pM"" C. GAYNER TO TRAIL IN BLOCK 2 � / � OHP GryT , OHP / / DESIGNED BY PROPOSED DOMINION METER. — OHP _ _ — OHP— — — — — I C. SHIFFLETT CONTRACTOR TO I / -OHP� OH7'� / / • COORDINATE WITH DOMINION. _ OHP� I OVA? CHECKED BY • BLOW -OFF ASSEMBLY WITH 8" GV; STUB OUT R604' pyr (/ ' / O / • WATER LINE FOR FUTURE DEVELOPMENT 5' 6 �� - FO 6' /o : • C. SHIFFLETT PROPOSED 13' PLANTING x TREE LINE i STRIP _ ON ' ---- I SCALE 12" GV / 8 I - - I 1 "=30' 12"X6" TEE, 5' BIKE 5' CONCRETE • 6" GV AND FHA LANE SIDEWALK I 0 0 �y V ��� • PROPOSED UNDERGROUND ���� MCI LINE. CONTRACTOR TO RESIDUE� COORDINATE WITH MCI. �jj U r/Q ENE 115072 SF �� Q zoo �vv uJu 12" CLASS 52 DIP WATERLINE BLOW -OFF ASSEMBLY Lu h J WITH 8" GV; �^ \ STUB OUT WATER 20' PUBLIC DRAINAGE LINE FOR FUTURE EASEMENT, TYP. / \�\ w DEVELOPMENT 20'ACSA IY w SPEED LIMIT SIGN EASEMENT CG-12 FUTURE CONNECTION TO \ I, Q 53 ' SIDEWALK AND BIKE LANE ` 0 ROAD NAME SIGN I J w _J J 8„ GV �o I I w Q 10, 20' PUBLIC DRAINAGE LL 0 ' EASEMENT,TYP. pZS FUTURE COMMERCIAL ENTRANCE, 52 S SAN G-12 % Lu BY SOUTHWOOD PHASE 1 - r \� \� I /C� z BLOCKS 9, 10, & 11 PROJECT p moo R 25' SAN -20' ACSA .. �- - W HORN ROAD_ �r� EASEMENT o "X8"TEE 11 10+5p 24'�- - o rArArAu/- 1 00 v 54 /-12+p0 R267' — 8" DIP PROPOSED �- TREE LINE — 3+50 13+00 12+50 FUTURE COMMERCM�ENTRANCE, BY / R233' STOP SIGN R25' O T OOD PHA EILOPKS 11 & 12 PROJECT \ l STUB OUT WATER LINE F R \ ` 12" GV FUTURE DEVELOPMENT I _ ' 2"ARV INI"WATER 12"X8" CROSS METER BOX y - - GRADING ' CAP 12" r 1 EASEMENT 12"X6" TEE, O ATE VALVE 6" GV AND FHA I 1 MCI HANDHOLE. / Z L c� CONTRACTOR TO -Ci / COORDINATE WITH MCI. i.z __ /0G? _ _ J ---- R J' / I PROPOSED _ I TREE LINE L _J \ 0 0 0 `2 1 0 JOB NO. 40919 / SHEET NO. IIr -----J KEY PLAN C4.01 L NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. I/ bUALL I "=3U' 0 30' 60' e / \ BIORETENTION PLANTING KEY PLAN o 0 U \ — — - — N 0 — STONE DUST v E = W0 / 1 ... / MILL & OVERLAY ASPHALT --------- Q LL o 3 wo �6� _"00 _ / Q V s wj N Z 110 02' Lu R/W U � N a .. f ._ v V OLD LYNCHBURG ROAD { -- - `—AMBRO p V) x Lu STATE ROUTE 631 VDOT o a w — — — — — — (VARYING R/W WIDTH) ----------------------------------------------- - - — - - - o ----- I TD.WP-2 �� vui Z UNDERGRO F c m N _ — - - CENTURYLINK o rn > -------------- __________________________________________ — — — M w — — I OHP— — — — — OH OHT, _ . ELEC GP "GP GP P GP — _ 0H — — — OHP� STELE. V LINES vi — — GP — HP _ _ — OHP— T E. VAULT _ OHT W GP M _ — OH HP _ APPROX. LOCATION OF P� 0 / ' T GP LOHP— — — — OHP— MANAGED STEEP CENTURYLINK UNDERGROUND / j lk — — OHP— — — — LINE. CONTRACTOR TO / _ _ _ — OHP— — SLOPES ---OHP— — — — —OHP DEDICATE EXISTING I (TYPICAL) O.H. ELECTRIC ITH 20 P = — — COOCEN URYRDINATE LINK. OHP� ♦♦ PRESCRIPTIVE TELEaEcTRIc. & TV LINES ♦ EASEMENT 17.5' FROM 2 pR > w 40 ♦♦ Lu CENTER OF RTE. 631 TO TELE. & TV LINES SWITCHES = Q F ♦♦ VDOT FOR PUBLIC USE COORDINA ♦♦♦♦ O ♦♦♦ (n DATE ♦♦♦♦♦ PROPOSED DOI jcc 812412022 I♦ COORDINATE > DRAWN BY BLOW -OFF ASSEMBL WATER LINE FOR I C. GAYNER • DESIGNED BY •• C. SHIFFLETT CHECKED BY • C. SHIFFLETT RESIDUE #1 SCALE 918381 SF • I"=3o' PROPOSED UNDE • MCI LINE. CONTR COORDINATE W Q J uJu I% BLOW -OFF ASSEMBLY 8" GATE WITH O 20PUBLIC DRAINAGE VALVE STUB OUTT ' WATER ' LINE FOR FUTURE EASEMENT, TYP. DEVELOPMENT 20'ACSA Z PROPOSED SPEED LIMIT SIGN EASEMENT \ ' TREE LINE 53 Q ROAD NAME SIGN w J J - 52 SAN L.L LU s 8+00 �-�+_ FUTURE COMMERCIAL ENTRANCE, Q �_ G12' BY SOUTHWOOD PHASE 1 - O w J BLOCKS 9, 10, & 11 PROJECT J m _ W 1 u _ LL �-16 <. —HORIZON ROADS -\ ° �' 06 Y / N ` 50 6 a 'TEE -� +50 W 6BLIC R/VV W10+5 UJ ~ 1 x5 �' _ 0 �9 16 or �' /" 12+00 V) R26T — O O 13 �W �- -�" 8" DIP U y GRADING 5 36' -� PIPE 15+ 0 ---F----FO----------�-- 1----�--t-------F +50 / NO PARKING" EASEMENT 15+ 0 Lu 14+50 14+00 13+50 13+00 12 DEFLECTION R '33' STOP SIGN ° ^V R25' 8" DIP SIGN R7-1 14 mow ° p 8"1 TEE, 6" _ Q 20' PUBLIC DRAINAGE C6� EASEMENT, TYP. GV, AND FHA ' NO PAR G" SIGN R7-11-"NO PARKING" SIGN R7-lR R233' 2" ARV IN 1"WATER O 12 6' PLANTING GRADING METER BOX j \ STRIP EASEMENT 12-1 TEE, O \ 6" GV AND FHA 20'ACSA PROPOSED" \ EASEMENT TREE LINE \� GRADING I MCI HANDHOLE. / \ \ \ EASEMENT) 0 CONTRACTOR TO \ \ \ \ \ \ \ 8"X6I TEE, 6" / COORDINATE WITH MCI. \ \ \ \ \ \ UGT\ GV, AND FHA / D PROPOSED O TREE LINE G JOB NO. \fJGT 40919 — — —UGP — — — UGP — — GP —UGP— — _ — —UGP— — — — —U P— — — — _ SHEET NO. UGT--— _ UGT -----T-------- UGT _ UGT---- I I \ \ 6 — — =UGT = — — _ , _ _ — UGT— C4. 02 i I T � —UGP — LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT ASPHALT SPORT PAD . -441' NLT FI CIF I!, O' PAL CLINT W. 7SIIFFLET >� • • �Af Lie. N 54389 ,((�r i'o 812412022 , , �_ .,.t�, 006&66fp II 0 m 3 a 9 0 o o �z 20 o � c mw a c m a0 0 O 3 U3 Z„ 0 � a o r �3 n d m 2 Y J N X C 0.0 dh m= 18 d `o E �M 06 a c �c 10 a 0 WoW- a c m m c In o c � m nE L F E L 4A o ,'A �t pLT k �lF 000 ,�� RESIDUE #1 s"GATE � �`� /'AL #,; ° VALVE CLINTW. Z 918381 SF r' � r. /- 0 / �v 7SIUFFLET >� / o ado / / •'O�Lie. W .54389 4 � ° / / / \ a ;�p ai 24i 2022 o / / 20' PUBLIC DRAINAGE _ ��rss�0!�AL QI0\p��<l� o EASEMENT, TYP. �ti����HN��� ° / / o DEDICATE EXISTING / / 0 6, �' 18+50 8+00 1 50_' o, E ° PRESCRIPTIVE b �-' o / ° EASEMENT 17.5' FROM —Vv f oCENTER OF RTE. 631 T / / �0 N 0 N 36' �9+0 R277' > E VDOT FOR PUBLIC IJE / - v E ' 0 / w ° WPO BUFFER / / FUTURE TRAIL BLOW -OFF ASSEMBLY PIPE DEFLECTION /� N T �� � w > 3 v w 3 / o / / CONNECTIONS WITH 8" GV; i rip ' ¢ U. o 3 STUB OUT WATER THREE -BOARD 8"X8" TEE 13 s W s PUBLIC DRAINAGE & STORMWATER / ` LINE FOR FUTURE �' GRADING W V s O / FACILITY EASEMENT \ FENCE DEVELOPMENT ° / / 20' ACSA �/ "NO PARKING" EASEMENT a > 00 N a 0 RETAIN#G WALL Y. RETAINING WALL. 51 SIGN R7-1 �+ w r� EASEMENT 8" DIP ? „ v u / o MA 3.5' HEIGy{T MAX 4' HEIGHT / O 20' PUBLIC DRAINAGE 8"X6" TEE, 6" 3 G x ° / FUTURE COMMERCIAL ENTRANCE, w a o ° / "NO PAR G" EASEMENT, TYP. GV, AND FHA & ai w wQ o RETAINING WALL 2. BY SOUTHWOOD PHASE 1 - o SIGN R7-1L "NO PARKING" = c N z ' 0 ' 00 / / MAX 4' HEIGHT BLOCKS 9, 10, & 11 PROJECT �' SIGN R7-1R = v > O 0° 0 a,To PROPOSED "NO PARKING" ° > 12 ~ g rn ' o / o TREE LINE SIGN R7-1 / d5' ° ' / 0 PROPOSED tJ \ w M Lu ° I 99 LF CLASS`B BOUNDARY ° ' / ' TYIeE 2 PEDEST IAN / 5 J ) LINE (TYP.) Ox \ 00 ° T / �L 20'ACSA PROPOSED ' 0 /ORAIL DRY /' EASEMENT TREE LINE \� 0° - - r /0 20' PUBLIC / /POND \ \ \ � o ' 1 I ■ / ° / DRAINAGE It \ N Q� �° j° ° / EASEMENT, / / / \ / \ M 0 I 1�IORIN(f°TEACCE6S / TYP. / ,!'O 1 \ �� � \ Ox 0 ` ' o EASEMENT \ 5' SIDE /�^x0 / /� j Q• I / ° / �C\\ SETBACK / \ \ S\ / 0 LOT 1A ' / / `/' '_ , •/,''I J _II // // ' ��// / /// / //// /� \ / \\\ (TYP.) 5\ o ° 0o T1SETB 0 I r /. \' I I > I I \vGp\ ••x 9SF ,o ° „N\ � 00 00°zO SIGNR7-RJx ° r• DATE 00 /1/ 5/8" METE"NO PARKING" 1 > ° 5 SIGN R7-1R 3/9/2022O o 9/6 o o o LOT1C GRADING DRAWN BY °/ °0 3892 SF SIGN.. 3EMNT C. GAYNER 0 SPEED °o 0 4" SANITARY J DESIGNED B Y ° ° RAIL PEDESTRILATERAL LIMIT SIGN 0000, ° (P�q &EmHp� UFF CONNECTIO I C. SHIFFLETT 40,u_EMSTING0OAREA LOT1D 8"X6" TEE, 6" CHECKED BY PRESCRIPTIVE o I I \ � oa�� � EASEMENT 17.5' 3829 SF GV, AND FHA FROM° / / \ \ I � �� ` / � � — —GHI�— CENTER OF RTE 6310�0 \ C. SHIFFLETT / / i 5' SIDE I I ` • VDOT FO"tJBLIC USE / � � LOT 2A \ ETBIj � PROPOSED I � � � \ \GG • • SCALE ` %i / \ 4425 SF TREE LINE I T� • 1 "=30' / _ _ i 0 (2) P \ TIMBER STEP \ \ :$"X8:' O \ I I 15' PRIVATE SANITARY I '7 \ \ — — — — — KING \ (TYP.) i TEE.: SPECIAL LOT 40 AND WATER LATERAL o y� o PACES FOR g 6\\" TEEFt, 16A 940 SF EASEMENT (TYP.) oCHBURG ROAD / LOTS 8-9 D LOT2B 25'M. FRONT 10OLSTATEROUN5' ' PRI_VATE / 4087 SETBACK, TYP. DRAINAGE (VARYING WWTH) 2' MIN. FREASEMENT CK, TYP. ETBACK LOTA_ �~cI I I J I L �I • • W DRAINAGE O LOT 3 ti " 5 I 38 V0 SF — — — — — — —EASEMENT o / 2455 SF 8 \ � T 8 GV • 5' MIN. 1 I / � R25' _ SETB ING" R71 - f I I 1 �/GP` J w 1671 SF\ SIG SIG 7-1L LOT 10 ZbT 11 I I r, PROPOSED ° / o 28' (,_1 2813 SF 2891 SF o / , LOT 5 / �'0 9 R25 SLOT 8 LOT 9 3' SIDE TREE LINE 1� / , 1827 SF /'Zp+6 S 2830 SF ^r rrr EMERGENCY GRADING �- -� 0 / LOT 6 i i 3561 SF ETBAC — ACCESS EAS EASEMENT _ _ _ _ - - PRESERVED o ° 2984 SF\\ Jlp' ,�� GT ' STEEP SLOPES ° o j 3' SIDE � �\ - 14' � I I _ / /2hx ��` 10'PRIVATE III; _ I —uGT-- 20' PUBLIC DRAINAGE (TYPICAL) 0 0 � \ SETBACK • A / _ �\ U�'T� — EASEMENT o ° / \ / DRAINAGE FLEXIBLE USE v o ° • \ 7 / "C 9 GC' 28' 6' °. err•^ EASEMENT g YARD I \ z STREAM B ER / DRAIN (TYP.) STRUCTURE 3002 SF \ / 4Q.1' • • ( NO PARKIN \ TS&V (2) 11.25 6" HDPIE : • (TYP.) I \ Q / ~ / W SPEED \ xh0 SIGN R7-1R � BENDS (TYP.) � � � I I / LIMIT SIGN h / 5' MIN. FRONT/: 20' PUBLIC DRAINAGE \ _ (3) REMOVAL I I i / SETBAC / EASEMENT, TYP. _ / BOLLARDS WIT } ^ o IS �' v 55 KNOX BOX I I I J W \ 3' SIDE o� PRIVATE ► � � SETBACK6, 5' ._w ALLEY-- I -� I ` < / 2 PARALLEL \ s F NT — — 6�G1/ FHA w J R 8 iQ PLANTING R -� I I / O PARKING SPACES • x00 TBACK 'LOT 7A 5' / co OR LOTS 7A-7 STRIP J / ti6 0 i \ 2146 SF 41 P BLIC ACCESS � � � � J I I I � J LOT 6C / �'G /A .' LOT 7B I MERGENCY I \ �`/ W Q 110 �S c/ / /\ SAME 1616 SF 4 •'SETBA K e EMENT y ��\ /j O R218' \ \ 06 /YiQT 7D�� LOT 7C \ • I 8 TREEOL LINE I I \ \ ` i i� iLu SF'1614 SF ) (7) 6' RI RS WITH I \�� z / 3245 SF O �(f RKl 1 �� INTERIOR HAN RAIL 8 _ _ I - _ _ ' PLANTIN �h c — — O ARA E \ G G - --- — p I� i N PARKIN G O G' I p u STRIP O /`LfO IGN R7-1 (n�l I 18 : 0' ', 18' B MPER � � � _ _ UG — — — i _ — � U O CONCR TE OP is • " QLA \ 3' SIDE(TYP.) Z� I GNIR7-1 B OCKS (TYP.) — — — — — — — — — — — — — 15�Dip \ :. SETBACK — — W— — — �— — — — LOT 6E \ SIDEWAL \L ♦ WAT'EFj i I (5) 6, 10::. W— — — — —W— — — — —W- 5' MAX. 2877 SF\\ O QJ i:: r:; `�/ INE,/ LOT 7E .:;;: RISERS WIT P.) l WH�IRTONDRIVE — — _----- --- J 20' ACSA a ° "' ?h0 / 2154 SF LOT 14 HANDRAILc T FRONT EASEMENT x / \ 1838 SF I I 'CONCRETE PA SETBACK, \ A a 102. RASH CAN ----- � � - J \ / 30 ':' I I 1 KOR T TYP. / ` .LOT 7F w CONO #1 zg 5' REAR ; ° '• 16 SF LOT 15 I I 5' FR NT 10' PRIVATE ' REA SFI SETBIACK SETBA K DRAINAGE I \ 0 10, PRIVATE 617 0 \ / 28' 6' 4 JLOT 7G /> / e' 5' MI FR T +�_ - I STAIRS. REFER: EASEMENT NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. L 7R. DRAINAGE �$' I I THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND G 5 CG 1 '921 SF ; 1613 SF EASEMENT 00 TO ARCH. FLANS ' /VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. TYPE I �xh0 P' �'SID / NO PAR I G" 5 z_ d 5 7" RISERS FOR DETAILS: _ ' 5' REAR SIG (t7-1 y ID in WITH ANDRAIL- 1 wwi SETBACK LOT 16M I 1 BARRICADE �o R25' ;4,1617 II 81%E, 4" GV, AND 1.5I' METER ONCR TE PADSTUB-OUT oNOXk �ijy SFI 49. 6' TEE, \ �/ / 5' FOR T SH CANSy STREET SIGN I " — PA KING" Rq ��, ,RND•FNA `�• k k � 47.9' L� � "GV S NN7-1 L --, &TOP • • / LOT 17 I .25LITE J I ' _ J SIGN Ik • :; 1617 SF 1" WATER LI E ;. I O 8 X8 O� R25' ' 20' ACS• • k N SPA E .r:; i:; : •: 36) q RAMP WITH TEE 2$ 6A �EISEME k 5' REAR 155 SF N I HANDRAIL .. �k •�• ti .° .. ::•.i::.:.. LOT18I 1"METER NT G CONDO#3 SETBACK 352 SF I I STRI 33.5' I • RET LL RETAINING 51 C NCR E W I 2 MAINTI I AS A � APO SCALE 1"=30' JOB No 6= LL I � �i 48' X 92' ASPH! EWA LOT 13 I /� F SETBACK SPORT PAD 46863 SF I I i �� l 40919 I RETAINING \ 3 SIDE +- z I 6"X2" CROSS _ _j ° �� 0 30' 60, S ? Y WALL LOT \ SETBACK E FT 11. °+22.5 ° 6"X2" TEE 2" FIRE LINE --- \\ \/ SHEET No. 5 NAME SIGN 5 \ FRONT ET IN WALLS NO PAR I G" 00 $, BEND WITH 3' MIN.S I I \ / / v C4.03 ��RAr\ (TYP.). REFER TO I + 8"x V I KEY PLAN L �' �' , , • r ------------------------------------------------------- lwj�qqq&9 & w IIIIII 'N N'rBFM� LOME 7. to,4w1, on 020 all m WME Imdown MIN 'A MME •WpPloo,g'7 !1 i • - lip 1 IL ALLEY eE Lu •- • // �I! , j" �0�;, "off \ ■��� �\���9`: r 1 = ���►, �I`, • . • III - � O� 1 J � _� ��� ���� • • • .RAIL 11 r�.r�mo�> LOT HANDRAIL c 1102.1'- --�)� \ .: - �� ��� ��� • ! 1 i._�il III • . • #1 EASEMENT VMS' i ►I �� �,�� I �� � • • � '• =����1 �� •• I� ill, ��=• • �iNi i � � • • I � I _ ®Illlllill• I� •- . I�1 . - • ®� �� ,��f' �� � � 11 •1. 11• •1 %� 19 . .. �IIIIIIII •Iulnm��.° • • . • � • �>�A�;' . � c, ' � 11111,?, 1,14 �I II■ �y, m��iill.ir � • - - O (n _ a i 11 •1 Z� i�01-36 • ���IIII Illgl■ �F • "�' 1 1617 SF WIT - IIWI I RAMP HANDRAIL NMI RETAINING mle WALL IVA r +1i Iili new nw. i'i: _ 2 • �� �r •- ►�•1��•L�R• „111► --�L� �� �� girl l �h � I�i " i%i" -- � _ - .:. 1 •1•••J' IS f ,Bill -®®�gOuini� ou nui1� I• " -� e - �i11 rly2" FIRE LINES • ... ���� • • » - �' ll� NMI DRAWN BY COVER, PROVIDE DESIGNED BY AMU 10'PRIVATE DRAINAGE SEPARATION C. SHIFFLETT EASEMENT FROM OTHER Nil CONDO#4 UTILITIES 1, CHECKED BY a� • � I�r ��I�Il�sdl� ��9A1� .1 1.25" WATER PRIME�� � i� : •, - 'LINE C. SHIFFLETT \ > ' U / �z�- W�SPN / 3 W S �U) Lu �Z 1 = �C) �75 RY SEW EASEMENT 1� S,\ , EASEMENT • • l l I 11 • ai umlliumiY 11 \ � ..__I III .� - �IRASH CANS ``.��yll�e���Y�ll IIIC�—IIIIRESIDUE #1 "NO PARKING".. ••• III :.TYPE BARRICAD® �;I � 1 � ; I� III � I ��f• �� �_ �_ _ :��i� fir\ �► . �- • _ ri BLOW -OFF ASSEMBLY; STUB OUT FOR FUTURE PHASES 111111TATINNIU-11 kill] .e GV, AND IIIIIIiEASEMENT STREET SIG - '+'"!'°fir `` l�' IA BLOCKS •�� �� ���� ���•� �•��. � � � kMW ` MIN. FrtT .� ,.. �'_ ♦i WELOT 39B ow - fml 1 WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD ANDALLEL VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. 3596S MANHOLE10 WATERTIGHT 0 LID z 1 0 EASEMENT 00 PRIVATE20'SANITARY SEWER EASEMENT INSET D. B. 2984 . .: 1982 SF \ / �, ° GV 75' MIN. ON 3605 F O PROPOSED \ STRIP \ LOT 37 :::'' SETB ETAIN G W O TREE LINE 2208 SF \ "NO PARKI MAX GHT EPK INUP E1 N, ` 40 5' SIDE \ \ \ / 5 &ETBAC T R200' : is i i LATERA \ N-AANSIGN R7-1 \ M BR E (ST 1/ LOT 35B SETBACK (TYP-) 41198 SF \\\ 1 OA ZON, � _ - - �/ / / DI CLASS _ _ _ _ I _ LOT 36D DI \ \ \ TEE \ \ � 4889 SF � P WATER TEE � FHA WITH I � \ \ LINE GATE VALVE LOT 36A LOT 35C \ / (1) PARALLEL LOT 36C & STEEL PIL I I 5032 SF 4900 SF \ / \ PARKING SPACES // 4794 SF LOT 36B PEDESTRIAN \\ \ O FOR LOTS 25-32 / I 4790 SF CONNECTION N I AREA \ \ �J J 5' SIDE ' PRESERVED I 5' SIDE \ \ SETBA STEEP SLOPES I SETBAC — (TYPICAL) ( PARALLEL JOB NO. PARKING SPA 3 3 40919 ` 111#% ` \ PROPOSED RE TRAIL ' SHEET NO. TREE LINE CONNEC C4.04 L - - i 'A Op 000 ---_-------------- ------ ol --- ---- -- -- -_ �--- - - we - ------- ----- - � >i • .\\ Q / \ \`fx / \�n \ //-�'�, \\•�C\ �J\- \ r CQ / I ' \ J \'`.��\o❑: N •�• o ••o�pp ••`� o ..O0OH` ?o CLINT W. - - --------- BLOCK 2 - ------ - -----_ 0.1 ?SCFLET ------- -- LieNS4389 4 o �G4j 2022 SCALE 1"=100' o �OH— NAL 0 100' 200' o%= oHP l0VDOT-SIGHT ° ° 0 o MANAGED ° _DISTANCE 0 OE 0STEEP SLOPESEASEMENT 0 0 / o LOCK 9 o() E° v ° N 0 IO O O°/W>V' ° ° BLOCK 12 °/ °wo 0q°00 ° o° L-ujVo0 Z` Lr; °gWO BLOCK 10 �LL ° ,� ° ° oo ° BLOCK 2 ON o Lu o/ wM ° CLASS B TYPE 2 1 w0 PEDESTRIAN TRAIL o 00 (297 LF) � o L ° 19,166 SF 0.44 AC. OF 0BLOCK2INCLUDED IN LOC$ °vi 0 /o THIr7— — — — —— — M ° ° I'llo OOH— o� - CLASS B TYPE (3940SF) PRIMITIVE TRAIL / (405 LF) / UGP— H° J o °'1124,223 SF (0.56 AC.) OF TRAIL W, v p ° O o 0 0 00 BLOCK 1 INCDED IN PEDESTRIAN L z 0 00o THISPLAN CONNECTION 10036SF0.2DATE BLOCKIICLUDEDIN 0 2 �2o 3/9/2 ° THIS PLAN O 0 593 SF) DRAWN BY o cLss B U C. GAYNE JR 0 0 0 TYPE 2 TRAIL ° BLOCK 1 ?: (746 LF) j° ° \ I DESIGNED B Y 0°PAIED \ 4/ 1 C.SHIFFLET T ° 0(4415 SF) ° BLOCK 3 J o CHECKED BY ° 0 O L, I /PARK °C. SHIFFLETT ° (555 SF) L � SCALEo to i"=ioo' 0 Li LOT (1866 SF) °/17 W° a\ o BLOCK 6 BLOCK 4 PRESERVED 0 STEEP O//o SLOPES "I C 6•\ Vn 0 \ (TYPICAL) J/ K (1855SF) K 7 0 0\ ° \00COMMUNITY 0GARDEN _ ° TRAI ° / 0 0 PEDESTRIAN w < ON Lu z 1*1 105 LF _ °� 20'SANITARY 0INEREASEMENT GPJ0 =UFB. 2984 p. 688 ° o ` 47.0 °EgOAMH26 / o 0 0 0 0 ° / w U °0 /! / (WTgTIGHT EN oo oEJ- Q° ° °° TOP =1 ° ° \' 0 0 14Lu °° II=390.^ 0°°/LL Q o0°0 0 o ' Oa- Lu U �o° Z° — \\\\ Lu \ �Z 0 (o \�° tXSANM (WATERTIGHT) 1 o TOP = 396.2Io f�oo LO.=3f9.8 ° ° • O ° 0 UGPLEGEND \O/ 4j �o 0 III 0 OPEN SPACE 0°3 F lobs, / 0 0 ° ° o V NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS 0 0 ° I. �or1°`""'�as'} O\ 7\ II GREEN SPACE JOB No. / 0 0 0 - la;z� jl OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH / 0 ° �� ° I BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING 40919 / 0 ° ` �` ° / — — — — SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH RECREATIONALIAMENITY 0 \ o ° ° \ CERTIFICATE OF OCCUPANCY IN PHASE 1. SPACE SHEET NO. / . 0 ° ° I �w _ C4.06 L 1 I I I NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE 1 I 1 I I I I EXTENT DAMAGE NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR ,t pLT F+ �1� r0I CLINT W. II II I \ \ \ \ I\ I\ I4389 SCALE 1"=30 ,B/Zk/2022 ter'/�- , , r <�� - r —'—�� — — /— — — fin: / p / / /'- _ _ � _ _ - - - - - 1 ! _ > 3 ^ / / / / / / / / / / / _ _ /s- / / / II -- --------------------------------------- — _ - - - _ _ _ _ J I ,-----__ ______ I/ 7 / =�—� I \\ // / �'� / // . / ' c �� , i 1 a \\ \ 496.9 / / / wr aLL o 3 - -- _ _ / + - --------1- �- - _ I _ \ / 1 I \ \ i / /, — i �/ / , // / // / / y I I / I 1 \ \ ___________�______ ' E__________________________p _-i—_ W V oo Z �11 co----- - -- i \ — _ _ a -- �--�---------� \ I _ _ in z_� 01� tea' ----- \ ` ~ w ------r- \ 1 \ \ - t- - — T - - - , \ ` ' I \ \ \ I \C \ �— —===L---�-- \ v \ a �Qo C _ ---- \—_—___- \ I I 1------------� - 1 - \- -- \ -- \ \ 1 11 - \\ ---\\ 1 \ \ \ \ \\ \ ----- / / / \ \ \ \ ` \ O \ $ I 11,,,� `` -- - - ----- - -----F---- I N`�--t---- - -- - - -- -- -- - I � \r - --------- \-- \ I \ \ \ -- - - -- f --tLu ----- \ 1 1 T--- \ \ i- --- - ' JET ---- -\ \ \ \ \ \ \ \ �------- - UNDERGROUND \ \ \\ \\ \ \ \ - \----- -\ ` t_ --\ \ \ Vic— OUTLET PROTECTION __ - \ /' \ _— 510 -- _ --- OP6, SEE SHEET C 506 � _ _ �I ` � / 1 \ � -' c P , � 'v,v-gyp _ C � _ --,, � 88 - / / / - \ VLF �,,// �- ------------------- _ �� � / , , -�/ /�- ', ' p! "� — aH ' ' - _ _ '�� ayr ;� FLEC vc� 507 - 485 $�� _ . �P ^ /v/ Y,' ' " __ - - _ — _ _ - - - _ - - - iii _ - _ - -_ - _ _ i4HP �`� / iELFc VLINE / ' a 8• / // / / ' / / G�� - /' / / '/ ---------- - ----- - — — _--_-- ~ E,VA LT 05 p8 / / / - / I, / / / — — — _ ----__ --_ - ---_ — — o OHP�t- 508 / /, // / // // // / / / / I i//__________ — _ ---_— > H GP / , , , I _ __-- Q _ / / / / / / / , / _ 20' PUBLIC DRAINAGE //�ca / _ UFO / I I I I , / / HP \ p -0H.ELECTRIC EASEMENT, TYP.' / O _ _ / / - - / I / / , / / / I v� DATE / , , / TELE. & TV L/NES/ / / , , U O 20' PUBLIC DRAINAGE , r / ,' ' // / ' / // // / / // // /'" / / // /� / / Any° — EASEMENT,TYP. �' ^ -I' I / // // //10510.4 I / 0 812412022 / / / / / ' / / ' / / / ' / 'SOH / _ ' x 170 - / _ - ' / / ' -,I �. U '/ // / // // I I\ s ��-i- / DRAWN BY C. GAYNER / / , / / / / / / / / ' / / - / 'co , Oyp� , �� / / \ \ / / / / • DESIGNED BY / C i / ,/ OHP— `r °' N / / P� ' I / / / / • C. SHIFFLETT ' ,' / / ,' /' / / / ? / ' , OHP / - (/�C•_ �� / / / / CHECKED BY -�� 69��oHP�� / -' // • C.SHIFFLETT ' / — -max / ri SCALE I / / 1 , I I \ I I O 7 1 / I \ \\ /' /ii'/ii// Lu \70 // / / lool 169 / \ \ ` - \ ARCEL 07600-00-D0-051A0 \ 1 I I \ \ \ ` ' / / I \ o SOUTH D CHARLOTTESVILLE LLC _ , l �� // �\ \ / NEIGH_BD MODEL DISFRfCi DB.47 - .198 ,,'' �llll / I/ \\\ / Z - _ _ _ _ _ _ _ \ \ \ \ 20' PUBLIC DRAINAGE / I o of v \ \ \ \ \ - _ - - - - ' III \ / / \\\ Q w EASEMENTiTYP. // I `� \ \\ \\ ` \ --- ------------ — _ — — — — — — / \\ J Q N \ \ -- - - -- 1 20'ACSn c - 162 \ \ I I EASEMENT / / / o / \ \ \ \ _ - ' ! ' / / n \ \ \ \\ \ \ \ \ \ \ \ I I , 16 v� I \ \ t ---------- a ��'----494. // T�.�� m o SD5 58 \\ \ \\ 6 \ \ `\ �\ 10,1 20'PUBLIC DRAINAGE \\ - - __----------- \ `3 EASEMENT, TYP. / ' / \ / " / O c o co Lu475 - - �co��ao ° r0 sr / N ' 601 I \ - - ��' Z_ L' z 166 SA tv bi - - - - V a 61 0 492 �0-------------- / __ / /--------- ----- -- \-------_-� �( /" /11 \ \\\\ram- D� / // / xg I 159 v 161 / ---- �\ / rl 1 I ( \ \ \�_-= 03 495 164/ i \ \\ -- / /- -'-- ��— /1 / \ / \\ �3 — — GRADING-f� 1- ����G ��� _ EASEMENT _ L---- d`o_ 495 I, I \\\ \ \ / _Jr _ / i _-__ i-1r--------- �] / \ / �p / , ^ 485 JOB NO. No LJ 40919 --- ////'' `\-\ / /�\/ / J ,I'-- J \C _L.--���_ \ SHEET NO. No d� 07 _ ; / . / - i /� \ KEY PLAN ='E L / / / / / / I I \ / -432.4 _ I I ? II /� - ; F,pLTN o/ wo, CLINT W. /P2slUFFLET >� 81241202 ♦V SCALE 1"=30' / I >I 1 ` I I \ \ 1 I 1 I I / / nL �'r' ZONAL ♦�� f KEY PLAN Mo E NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE y- i / I \ \ _ ` / � EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR / / / / , > E / / , I DAMAGE. I w v E Lu TU. \IIL/j I/Hw w 3 LL ----------------- 11 I __ 1 1 \ ------ i-- C�J \ \ \ ------ \ 1 ---�-- \ \ a -� - \ / l f / I / I I I I ---� -- --- 1------- -- --- -- \ \ p — -+ — l 1 \ \ \ \ J W \II -\-------\ �\ ----------� S rn^ z - �- .. — -------n \ \UNDERGRO c OUTLET PROTE E- - - - - - -------Lw> OP6, SEE SHEET 00 \ L1 _ ' ' / ' "i OH ' ' /P I /' liP —I / / / / GP / ' / , ' P'P —yOFiP �P / / i�OHPi= i = / i , E/ViY� / / ' / ' 'i - - �` "�% V LIIVE� GP� / OH / _ - / / T GP ' I L L / / / c� _/— OHP— — $ / I / / / / / MANAPa�D/S`TE,EP " / /Y'_ _ L OHP�� — — T OHP— / / / — / / / / / /SLO¢ES / / / / / / / / / / / / / / / / / / ' _ ' ' " ZO' PI 0 OH/per-- / / ! / / / / / / / / / , / / _ - / / / / 6HP— / ��yPICAL 2 ' / - - - - _ Y / i /y.-ELECTRIC F �< / / ♦ / / / / / / / / / TELE. & TV L/NES/ w / f� // ,/ / OffiELECTR/C / -- 1 1 / / / / ,' / // / / // / / // /' // // / / // / ,' / / // / / / // / / / > w / / ' / / ♦ / ' TELE. & TV LINES' / - - - ' / / / / / / / / , , / / / / / / Lu 40 u z DATE 812412022 DRAWN BY ^\ \ \\ \/\ l/ // / / / / ' /' / /' / i' _ — — —' / — -• — — — l l l l l / / / / / / / / / / / / /' ,' /' / / / / / / / / ' ' C. GAYNER \ \ \ \ / / ' / - _ - - - / /l I I 1 / / / / / / / / / / / , / ' / • DESIGNED BY \ \ \ \\\�\ C.SHIFFLETT \ \\ \ \ \ / l I I I I I I I I 1 I / / / / / / / / / / / / / / / / / / / / ' / ' / / / , ' , / / ' / ' / • CHECKED BY C.SHIFFLETT 1 /' / \ / / / I I I 1 1 I I 1 1 / I / / , , / / // / / '� • • SCALE / / , I 1\\\\�\ �\\�' \\\\\ \� `�\\yy��\\ / ,,' _,' _,' ___ _ __ J I I , 1 \ 1 1 I \ 1 1 1 I / I I I I I / / / / I 1 \ • ----------- \�\\\ PdRCL 990D0�0-00-i9Q1A0 \ \ \ \ \ \ \ I \ \ / \ \ \ \ \ I I 1 1 I I I \ \ \ ------- - - - - - - ----/ SOUTH}}��OOQ(SHARLOTTESVl�LE4LC\ \ \ \ \ \ \ 1 I \ - / NEIC�HBOR1j00DWIOD�EL DISFRICT \ \ \ \ \ \ \ \ \ \ I 1 I LOCATION OF CD-1. _ \ \ \ \ I 4"PVC TO DRAIN TO, - - -- 'NEAREST \ \\ \\ OUTLET PROTECTION II I I STRUCTURE. SEE ;\ \ OP5, SEE SHEET I ROAD PROFILE ON I \ \ \ 20' PUBLIC DRAINAGE I I SHEETC8.01. / -------_---/ / / \ ,/ I \ \ \ \ \ \ \ \ �\ \ __ -�/_' — � 1 \\\�\\ \ \\ \\ EASEMENT,TYP. 7 I , 150 / \ � L 162\ I EASEMENT/ '� J • . \\\ \\\ / 165 i `'I"I 158 \ \ 6 \ \ \ / \ 151 \ \ \ \ a\� - - 54 - - , 154 w Q 07 00 WLL 0 bol� d'A- ' A _ aD O� O N > ID ID W Lu 153 0 53 \ / h 157 1 0 `r 6 0 I '�I p z_ WIN Q \ \ \ I W GRADING \ wl\ // \\a v 159 a 161 - / ao / Lu U Q 155 /- - 20' PUBLIC DRAINAGE' \ \ \ 0 !/ EASEMENT, TYP. _ 502 \ - 460 - -— / 1 465 \\ \ \\ \\\ \ \ 475 480 485 // // / / / GRADING l \ 20' ACSA LOCATION OF E 1. 47 \ —_—/ / EASE /� GRADING-- / - - - _ 4" PV IN TO _ EST STORM \ �c \ I (LOCATI -2. 1 / \ 1 i EASEMENT) > - / \ PVC T DRAIN TO STRUCTURE. SEE NEAR T STOPM \\ ' — ROAD PROFILE ON -� _ - - /\ // \ 475 480 485 _ — �- ' c.. STRUCI URE. SSE SHEET C8.02. — \ / \ / D PROFILE OI� \ � 1 �I . � / ' ✓ I I I r\ � MEET C8.0. \ i IMF 4 NEAREOSTSTORM I I / ,- ---- - - - - -_ / \ \ \ — \ / / STRUCTURE. SEE - - - - - % / ROAD PROFILE ON — / SHEEtC8.01. - - - -- _ - -------', JOB NO. )✓�okleD-1.1 / '---____ _ f I I / -47a� I - - --__------------ D AIN TOI // / / !— — — — — — — —--------- ' " / / / /� , / \ART I I I ; I ` / \ _ - -—_ �— — — — — - - - 40919 T I I 1 _ IS 17RS�OI�M /1 1 I '_ _= — —UGP — — - — —UGP — _ - — - - - - - - - - - - DG?� — - — - - 'F ��— SSE I / I \/ 1 / ' - - — — — ' ' ' \ ,_ U —� —I —UGPI— — — — —4-UGP— — — —'-11 —UGP— - - 20FILE ON I I I / _ - - d J GT—I- — — I -- F+-- 1 —UGT— — U6T _ _ — — — — _ _ - - - UGT SHEET NO I \ / - _ " ' / / ' `/ / / / _ I r j _UGT _ _ _ —I UGT— —_ — — — — — — — — — — _ — — UG C4. O8 / - I / T / — —Y — — UGP 2 L ° 4" PVC TO DRAIN T1 O __ /- •••: � •�`� 4 .4 .4.404400� •- _ - 64 OUTLET PROTECTION I +FA (F w/r+\ o STRUCTURESEE OSEE SHEET ROAD PROFILE ON o • 8 SHEET C415.4 o - C302.. CLINT W.'°/° 150 •U(7SjFFLET pl 0 -445- I'll bl� Zr> +••� 0! 40,. p A o p ai zai zozz I o /llilll �4s s9 p/oo •jG /q �o 20'PUBLIC DRAINAGE rrr/0!1AL P EASEMENT, . 4,V 00/\ °o /\o/F/r/ 450oi o/ �• : E 151 o / > / , / , / , / / s \ ao I // , / / / /' 144 147 = /, / , /,, r,//° /,// // / l/, / / / I I / /° l / , l l / / / / / / ---- �u- r ////// ,r„ ,o//, / // / / / // /l , / / / o / // / az8.'0 '/ / / , , , / , / / / / / / 4$ `r ¢LL.a o 3 \ \ \ \ '� 5 �' W L f" / I PUBLIC DRAINAGE , RAoINo AIGE & STO/RMW/ATER / /8HREEl -BOARD FENCE / GRADING rnM O r o/, /i/ FACILITY EASEMENT EASEMENT a 61 o RETAINING 1(/ SA 454 OW o z � B v � o.oMAX 3.5'HEIGHT a3io' CASEMENT 20'PUBLIC DRAINAGE n wb RETAININGWALL2. EASEMENT, TYP. o I a\p MAX'HEIGHT I �o=v >� Oo 3415.1 I%y /145 RETAINING WALL! N. •� / / ° ry MAX4'HEIGHT I I I I _ _ - _--------- > _L �- wM w Tw 17.73' \ \ \ \ \ \ \ 1 1 I I I 1 1 ! '/ \ / ow o'20'ACS_A 1 /O LOCATION 1/ /\ 1�7 a�.io _ 4DRAIN TO ---�-\.- k /o/ 20'PUBLIC REST STORM /q-T0 ° DRAINAGE STRUCTURESEE \\ '/q ROAD PROFILE ON EASEMENT, , / / / l / / - I - III \ I A I ° / / I / TYP. 126 \ \ \ \ \ 451 / - \- ' / / / I I I / '� s \ \ I * _ SHEET C8.02. \ \ \ / /�' / / /' / / / / / / / ' I 1 I I I 1 RETAINING WALLS. \ \ \ / - - - - ' - - / I I 1 I \ 1 / MAX 6' HEIGHT W/ 26 \\ \ / / ,' - /� _ _ O �4 8 o/ / / , / / / / r r I I I 1 1 \ / / / P / / / 71L60' - 1 \ \ \ \ \ X \ 450 0 \ , 1 I I / _ •� \ iy- _ _ - _ - - - - _ _ _ L w w// 1 I / ■■ /j /09 \ \ \ \.lr\: \ \ tea• \ 1 TI �l l /- \ �>_-I - - - - - x Q m r / ,' / / / ■ alp /o i / / / r g�8.10' \ \ \ \ \' : '\ : \\ 1 I I / I / / , �'\ / - - - _ _ - - - - ¢ O 414.7 // o / , 2 \ \ \ h \ r / , / , / II I , / p / / � / , � / r \ \ \ b LO AT O O� Cb-1. I / J /o/ ' / / / o / I I ` — / / , / , / / I 1 / II I �1 ' / / o / / / / �4 1 \ \ \ \ \ � 1 I � � v� DATE /O/' ' //'/ /III I \ /'//o� / ' ,'-' 1 1 \ \ \/ �\ \ \ 1\NEA�2 S ORM / / / i I / \ \ 1 STRU W SSE I I r \ I / I - - - - - - - - - / _ \l _ _ _ 8/24 2022 �/ / r 9/6 - \ / \ OA O ILEONI I-----___- O / / , 11 1 \/ / , r ° r / ,/ , , / / TW / , 'd3 \ \ 4 \ \ 1 / I \ \ /' l - DRAWN BY / Il I - / r o / / / a3620r \ \ / H ,t8. 2. _ / / p , / - - _ _ 4q GRADING �Y 4 ,vv E\ASEM\ ENT9 3a.7o1 • C. GAYNER0 o- - -_ - - - - - / o o � o DESIGNED BY , , / ° o ;001/ o \' X� \I \\ �lG I C. SHIFFLETT �01' / // / / /OHP�'-/ o / / / ` / r r _ 13'f 1 \ \ \ \ \ \ \ \ \ \I \ \ \ C `� 25 I ` ` • CHECKED BY o r / / i , _ _ \ \ \ \ \ \ \ \ \ -� \ /1' / \ \ • C. SHIFFLETT I ' /01/ / / / , / 136 W-OAKYr • • SCALE 1"- \ An / `/LOCAT19N-1�D-2. r/ • / / \ 30' s � �/ / 4'=PVC TO'DRI��N TO / / / / 132 : 3$ S $' 15'PRIVA E SANITARY \ \ \ \ \ \ \- "� / LOCATION OF CD-1. ANI� WATE LATERAL \ ` \ J ' 0 / 4" I j NEAAEST STORfuL' / % ' / i`3 , ' NEAREST STORM ' ' - J I l \ E)SE�ENTx l yH,.) \ \ \ \ \ \ \ \ \ \ ` \ • ROTRUCTURE. AD PRC9FI (/ . / , , STRUCTURE. SEE - 4q4 1 - - - /' \ 1>;0 \ \ \ \ \ \ \ . \ ` ` _ \ \ \ \ / ' S 2 ROAD PROFILE ON 1 _ - _ \ \\ \ \ 10, PRIVATE \ I I \ \ \ \ \ , , , \ \ \ SYCAMORE • rl I' 414.1 yo 0 SHEETC8.02. _ - \\lam \ \ DRAINAGE \ I \ I \ \ ' - / °O 23 ' O / ' . ' / - _ _ EASEMENT y \ \ \ \ \ J 20' PUBLIC �`' - p , r Q3 / / . i ?43 _ _ _ / �— - DRAINAGE o .' /' /' �' _ _�/ \ I- I� \ \ \ (Lu ------ EASEMENT O / r // / / ,' / AN T 210 4q? / - _ /' \ rl \\ \\ \ \N,V 217_ _LOCATION OF CD4. / r / � / 4?Z211 21 '---- i4"PVC TO DRAIN TO � � I JI _ I `r,\\ \ \\\ LOCATION OF CD-1. / ? / / / - ' TO DRAIN TO NEAREST ' / / /' /' / ' ' ' / - - NEAREST STORM %� _ STRUCTURE. SEE ^ m rT r 14 �t I STRUCTURE. SEE ROAD ,� � _ \ 'ROFILE ON SHEET C8.02.' / r / o / / / / ' ' " �' ! aP 1 'ROAD PROFILE ON Q \ - y > / / o r / / / /:i:.. _ _ PLE / ' r / '0 / , I c� I EASEMENT _ ! ` \ E TrcEP/ 3cL boor / d /r / / / I + ' I � [iGTi � GT �/ / \ 20' PUBLIC DRAINAGE'— o r / / i; :: . - A . ' / \ / /_ = CAS , , / r p r / � -- 10'PRIVATE s / _� / I I I � /—,tIG'7— EASEMENT / 123 0 / / bq / // / 43 r i _ - - - - - ? - - 454. I \ U _ �X Z / , 9 21 _ DRAINAGE _ , I �t� / o / / /, / / / 21 , _ - - - - EASEMENT _ _ / -�- I / I 1 v r / / /' / . / \ Q / // / mn;=•- 8" YARD / I ' / 201 T 202 8 E� / ti0 / // // h / ::,:: DRAIN (TYP.) _ / c I/ I I I \ o b / bn� , �'.:/: / / / 09 r DP 6" HDPE I / \ �/ I I I I \ 1' // ,' / /' / / / , w PUBLIC DRAINAGE / I I �� / ' ' / > LJJ EASEMENT, TYP. / / ' � � � 1 ' } 219C7� w ,\� a C) \�, \\\ ME \ \ I 06 27 z I0 ZI I mzell-� —UGP 0 �n1 C� l �\ q. c'��9�ov //---�--- ��------_l Lu 0 233 . \\ \\ \\ \\ I 11/ I w—i— ' r 43 / 20' ACSA EASEMEI'CA -I- - y1 10' PRIVATE 4 cv 4 \ �/ - - \ \ p " CLEANOUT (TYP.) DRAINAGE - _ _ I I I _ I \ - - I 1 I c/ 10' PRIVATE pi.8 EASEMENT �T o v ` 4" PERFORATED SCH. 40 > - - a _ I 1 \ \ /.) % � -DRAINAGE - - _ I _ _ _ • I I , I I NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE PVC UNDERDRAIN (TYP EASEMENT I 1 :::.\::;;. 235 I / I 1 EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR GABION BASKET DAMAGE. i• � ' � 1`� � FOREBAY WALL I z I v 300 k k 400 (SEE SHEET C6.01) 04 / R�E-S* 223 / , / / 236 / 'cN+� . .k ` •� `. w SEMENT cr ' x'cPo \ , 301 O'4ACS k`I E/1SEME , 1 OLbn�� `\ 03 pA0 �. py0 224 I / 10 LOCATION OF CD-1. PRAP ,302 p 40 I / ' I 239 4" PVC TO DRAIN 1 PAD cVNEAREST ' 43'�.9- 9 p \ � \\ \ / I � I TO NEA 405 \ , I �40 REST/ 7 I, Pp 3 120 /� \ I // r ' I / ?OI 238 , STORM /� I - JOB NO. / 1&T /I' r f- / ' STRUCTURE. SEE / /� / �� nJ SCALE 1"=30' ' 4 1 41:: / ti ' _ _ \ , / 4 - �_ _ ROAD PROFILE ON i � r I e - 40919 Z SHEET C8.03. 0 30' 406 0' / L SHEET NO. 407 25 / / - - - I. KEY PLAN C4.09 L --- - \ \ , ' / �/ / / / ''/ / / '/ fir::::. / --- 4"PVIIUNUF LOCATION OF CD-1. INTO tN 44400 ? / ' o " NEAREST STORM / ,��pLT FIN/0 00I� 4" PVC TO DRAIN TO NEAREST _ _ _ _ _ _ _ _ _ _ _ STORM STRUCTURE. SEE ROAD,° ' ' / / , , - _ _ _ _ - STRUCTURESEE _ 12 Pr\ �' SEE �•`� �� , PROFILE ON SHEET C8.02. ' / ' / / / o ,' �; . / .' S ROAD PROFILE ON rr^^ 'P _ 5 _ SHEET C8.03. _ / o / / / / / , • / P}�E ER / _ CLINT W. •y. �� STYE 3tL ° 6 /. r / r , /' / / / ' ' 09 /� _ - _ - _ - - - a • ;l/ : ' _ _ - - As / : •o`Lic. W . 5438 Ar P i OUTLET PROTECTION' / / ' / d - - - - d • • — _ EASEMENT / 123 0 // / oO / / / 43g / / 2I _ d - - - DRAINAGE - - •• / ¢ rrr „ 8" YAR iG 8/ Zk/ 2022 • - OP5, SEE SHEET C3.02 / // / o ' / / /�' — — EASEMENT •' G� SCALE 1"=30' , ' i STR AMB E / / - - •GABION BASKET' %� /: / DRAIN ( ) -i W ��/ 201 202 / `L / / `5 / i � A � � /ANAL7x-� 0 30' 60'FOREBAYW/b / 09 T YPE (SEE SHEET C6.01) ' / / I / l / ' r� 20' PUBLIC DRAINAGE EASEMENT, TYP. E KEY PLAN j" / . /' o I I ✓ / p r o l / / /� ' /i �' / 219 // N 'ou^ NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE � OUTLET PROTECTION o EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR - OP1, SEE SHEET C3.02 DAMAGE. ' / / / // ^c° I / 7 / ! b� / / , / /' x E U w 3 LL 0 100 // v d ( I '%\\ Ti _ 27 _ a�V ri O / /'/,/' j'�/ / / ' �' ,/ / k v. `�• '• I 1 , I l 08 / / �/'I / ` 222- -- _-\ a>ory 0 �%/ i i i��'/,i / ,� ' d13 ,'1"• k,(t k / , 1:�h0:. / I v I�Nl— -I-- ----- -- \ C9utn+`�� a 4" PERFORATED SCH. 40 / 6 k / , �/ / 1 \S / ^ / \ / I q3 °'A Q v c v O 4 z I p 'n x - - - - ♦ % / / PVC UNDERDRAIN (TYP.) /' o Gd1 k •�•` • k y / / 03 / // Q / //Tj\\\ / / \ 8 - _ _ j — — A49 v LL p Ln - / // // / - - ' ' / / o ° 1 d d 6� d1�yk``� •15Q1Qk / / / 20' ACSA / 435 / �� \\ \ /\ \ \ _ _ R31. a04 - _ I- _ 23 I - 23- I - - - - - - db� \ F v tJI i , ° o ilk EASEMEf \ k \S` y 10' PRIVATE o w Q , N / 4 \ . \ _ _ I - - I- - - d \ DRAINAGE 4" CLEANOUT (TYP.) • ' / `r 0 / �' I 4" CLEANOUT (TYP.) �_ _ _ I I I ° % - - o ° o ,�• �' \ \ ` PVC UNDERDRAIN TYP. o �� / 102 1 \ �( ) // EASEMENT 235 1 vi pP�pIN AI '\ GABION BASKET \: to \ d52 I STORMWATER FACILITY \ \ ? D I / p FL� co \ FOREBAY WALL z / x _ ACCESS & 20' PUBLIC M 400 l: / c0 ,.r 1 00 k (SEE SHEET C6.01) 04 0: I / r ' II. o o _ _ _ - - DRAINAGE EASEMENT \. \ \_ p3 / 1' p kr ° o -' ` / 05 \ \ k \ \ \ \% 04 20 Pf21 E 4 = / 1 l F o °� ' vF _PUBLIC DRAINAGE & STORMWATER / ' ' , - ' 106 A 1\ ' \ •` ••\ SEMENT i; r:; r r: v0,01 - , , ' ' FACILITY EASEMENT' / , ' ' °'p \ 301 Qp, AC$k v v _ _ \ \ / Lu w / - / ' / - SEME 4 11•k kk ^� \ 03 \ } .. / / .0 H 6...'.. 7124 ss / I / k k O o AA . .. .. y0 / / ' / LOCATION OF CD-1 u D v L �� � , - _ - - ' ' / / / / ' ' - ' ' RIPRAP 302 1 43�.9`-431 dSLP 40 \\ \\ 1 / I I d ' I / / 239, 4" PVC TO DRAIN Z SPLASH PAD' 405 \ I ' I I / ry/ 40 TO NEAREST o 433 y ' / r I / p``° 238 STORM �_ DATE 120 1 // \ I /' / / .I ' / ' STRUCTURE. SEE I / - t Q4 ROAD PROFILE ON 812412022 \\� z / SHEET C8.03. } DRAWN BY /108 434' \ / / / / - 'I ' / ' / C. GAYNER 407 - / / r . , y 25 ,' / / � � /' /' / ,' � / � _ / / / / / Qd`L >'• : / I I _ / DESIGNED BY - - 10' PRIVATE / • / / /' / N PUBLIC DRAINAGE & STORMWATER _ - / / ' / ' I \ p5y . DRAINAGE / ' / ' • C. SHIFFLETT ' ' S 435 r / / / \ r' /' / / /' ' P FACILITY EASEMENT _ _ _ _ _ / 456 / ' EASEMENT 20' PUBLIC ,' / I Q55/ , • CHECKED BY DRAINAGE / ' , I ' i' • C. SHIFFLETT Q43 / r I I ' 2 � 458 241 � ' - ' / 109 / / / o SCALE 20' AC,�SA , ' / - - - - 436- ' / O EASEMENT / / i I .' • /' /' / /' EASEMENT W, ' ' 20' ACSA - - I • 1 "=30' Z/ ,' SpN /� /' // // / / , �/ //' / EASEMENT 437 /\ I I \ 225 ' - / C / / LLJ 436.7 W W CL 1•'11 440 ` \ I I 7 / / I / / rl r r , / � �� V , / rIr , J RIPRAP SPLASH PAD o, I : / {: `r v.. u h h / / / 1 CC v: v : v:. h 20' ACSA I G I I EASEMENT LIC DRAINAGE LOCATION OF CD-1. 4" PVC TO DRAIN 0 z 16 / TO NEAREST STORM I STRUCTURE. SEE ce Lu a_ EASEMENT I F : 1444 / , 16 / s ROAD PROFILE Q � W ON SHEET C8.03. � Ur 117ARY SLrWER \ / / / ' / / ' / / 1 / / / / / / / / \ \ , 445 2 / / r-� / / / cC Lu r¢ w _ - - - - GRA ID NG J J m / / 17 h / / I , 1 / / / / / / / / 1 1 , 1 I �\ 113 s I a AZ. ::F / / EASEMENT W w Q 10, I I I //' / / 1 co 440.81 1 t / //'�'///?o �� n�o ��s I I I I I 1 \ m rrnn W z V � Z \ \ \ \ 1 1 1 I I \ \ \ \ \ \ \ \ \ \ I /// O _ \ 1 \ \ \ \ / / / I / I I l — _ - PA`RCEL �09000; 00-OQ-001 iF0 I 1 1 I \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ / , , I I ,III / I / , I / / l I / / / / I I I I t I I \ / ' ; , g. o n � _ / , SOD(TH OD CHARLOTTVSVIL E LLIC 1 \ \ \ \ \ \ \ \ \ \ \ \ \ / , r I / 1 I I I I I , I / / / / I I o - ' ' / W �Q0% \ \ it — / / / I I / , I I / � :; :;.i;,. f:. dR 1 �\ !n ���' � //LLnn 1 , , I I I , o / / / / I , / I / I 448.39' , I I \:r,'11:4 _ 420 _ � IDW / �448.19' O 1' I I 11 4 I I 4 I I I I I I -o //bf'd�A%i0�,�\'jjj,,, 1CD- \ 0 1 1\ \ 1 1\ I �W - -_, //,4(fj// (�/ ///// \ \ \\ \ \ \\\ mHs \� \ � \ _ \ \ \ 1 / PN' ..... Z �` /ZON / / ,\\ \ �� \ \ \ LOCATIONCDRAIN \ \ s \ °\ \ 1 S IJ - -_-_-_ _ '/ /'/'i' /' \ \ \ \ \ \ \ \ TO NEAREST l \ ' TOP=407.119' \ \/ / \ \ i \ / / / / O/ \ \ \ \ \ \ NTIOBSERVLD ( \\ o /s ( �\ \ \ \ \ \ X / /r i // STRUCTURE.OSEE /HYWN- '7. 4, I�„ PVC (u4 Wf \ \�\. \ \ �� \ \�AN \ \ \ ' _ / \ \ \ \\\ \ \ VlN-�?9.1918"PVC NEJ \ \ \ �\ t\\ ° \ \ \\ \ \ \\ \ \ U ---; i, / \ \\\\ \\\ ROADPROFILE ON \^ ` IN\VgL( T=\?9L61' 12"�VC \ \ \\ \\ \ o \ \ ,\ \ \ \ \\ — / / , \� \ \ SHEET C8.04. \ I \ o 20 SA 0v \\ \ \ \ \ ` \ EASEMENT o'PRESERVED \ ° \ \ \ \ \' \ � \ � - - - - S�EE�SLO�ES'- � � \ \ \ \ \ \\ l \ \ \ \ \ \ \ \ — i __ \ \ \ JOB NO. / 011 \ \ \ \ \ \ \ \ __\ \ \ \ \\ \ _ --- --- / l \ \ \ \ ° \ PRIVA E20 SANIT)9RYSLrW - _ _ - - - - - \ \ \ \ / / ' // 40919 / \ \ \ E SEMNT - �\ - - - \\ \ \ \\ \ \ \ \� _ / \ o \ SHEET NO. 1 I I \ A' \ \ \ o O.R 2984. 68k ° �' lo'\ \ \ \ \ ° \ \� / \\\ \ L LINT W. 00 I 11 / / Q '/ D �/ / // r� / / // ° i //,/ ✓ i' \\\\//� �i A ' v see/2SIH.LFFLET r /' ./ / / N / . o / P �•• / \ / i � i \\\ / � \ / / � / I '/ / '9 I,G 812412022EOle ; SCALE V=10' NAL 0 10' 20' D / / \ / l0000e Q KEY PLAN i /// }� / ° / //.. i/.• / //y\\ \ k/ ' _ E LU >\\ / \\ \\ // ' / \ .. G t M ¢� J V oo z O U W w M a a5. LU O / > (\ \ � ✓LU 00 I \ 1 I � I I 1. � //,(/O / s / °/ •/' / / (/ \ \ \ / / � \ _ O /5 ° \ 0 \\�` //``{ > LU LU • ✓ - - O 3------------- ° in DATE /./ /� \ . \ / \ \ / 7 L _ _ - I \ 812412022 ° // / / ``� // \ ♦`♦ \ / i \ \ _ _ _ D / _ BS - - ° } DRAWN BY 1' p f /' \ / /%♦♦ \\ `♦\ \ T \ \ \ _ _ _ - _ 447.28' - - - 4_47.02' .l ..7 �p I / \ / \♦ \ \..' \ \ /- - _ - _ _ - GFE = 438.16 I I p C. GAYNER 1 FFE = 448.16 1 ' I I / / \ / ♦\♦ \\ \ \ ` \ T _ 437.3YI - I _ -I DESIGNED BY I I I J I I / ♦ . `♦ ^ ♦♦ \ ° / _ _ _ I 437.93 1838 SF I - - - --12' _ _ • v Iv I i X I. a I / \ ♦ \ ♦ / / \ \ ♦♦♦ .. \ - r _ _' _ I. I I I - _ _ _ C. SHIFFLE7T - � I CHECKED BY . I v .�' I I p° I �/ `♦ \ / \ ° / / _ - _ _ f l - ' I- - - - - _ _ ° • C. SHIFFLETT I .4 O I ♦♦ / ♦ \ / \/ / / - - _ _ I I D - _ • • SCALE o o I I '/ II I I \ ` ` \ \ \`♦ ///\ \ ♦♦♦♦ i , . a - - - - - _ _ _ _ _ - - _ _ + _ _ FE=448.99 I 448.19' I I OI I \ ♦ ♦ �\ �\ / \ - r 438.76, 438.17 1617 SF LU CL BS \ \' \ . \ \ \ ` \ ♦♦\� ♦ \ \ \ \ \ \ ✓ // / \ \ . 30' \ \ -GiFE = 439.82 I I 448.98' I G �4 \ o°o Tom/ \ , \ v ` \ \ \ \ / \ FFE = 449.82 \ \\ \� oo D \ \ \ \ \ \ \ v D - _ . -._ _ „ �•439.00' 439.59' LOT 16 \ I\ I \ TW' I \ _ \ 1 Bw 435.72' \ \ \% / _ _ _ - - •\ \ \ , I I I \ \ O \ p 7� Z v \ 432.41' \ - - - I \ �I 13.4' f LU J BW \ \ \ v \ \ ✓� \ I I I ° Q 431.74' \ \ \ ` \ _ ^^ i \ \ \I \BS ' ` \ /� 433. \ \ \ \ \ \ \ / \ \ - _ - LLi _ _ \ \ 1 I 449.88' A ,/ 449.66' L.L -1 Z I I �' \' Q \ \ \ D \ \ / - Y FFE = 450.65 I / / 0 \ \ \ 44d.42' I / I / - O LU r \\\/// a3s.65' LOT 17 J Q 1 v' BW N 1 p \ \ / \ \ \ \. 1 431.07' �\ Ic `\ \ ` `� / \ \ \ \ / 1617 SF // / Q /�/�I� 432.89' I \ I IG Q \ 4 ` \ \ \ \ ♦ ' _ _ \ \ \ \ . / / I I / I W L. \.J D 4 I /c 11 a \ TW \ \ \ \ v \ \ \ _ �\ \\ \ / I /// I // 0 Ic L \ gyV \ I 436.38' \ ` \ \ \ - - /--'�-13.4' Z ui ILU 431.54� I I �433.61' I D `\ D O \\\ \ \ .1 / I/ D Q O J ° /� ` I p ° \ \ I/ �/ I / U Q \ \ /� � ° \\ \ I �' GFE=441.48 /I I I / o W L- \`\ -L- I "\�\�1 \ ° \ \ I / 440.71` 11' FFE=451.48 / 1 I // LU TW 433,49' / 1 �\ \ \ \ I li 441.25' LOT 18 / R�TAIIJING WALL �r- / c) 2352 SF/ MIX HEIGHT = 3.1' 2 435.54' \ 438.P6' \ \ / i . I RETAINING WALL 438.97' \ / RETAINING W L / . I MAX HEIGHT = 3' 1 a O MAX HEIGHT.= .1' / BW / BW I TW D / / / I 441.25' / 1 445. 451.45' RETAINING WALL 11 ° \ ° \\ / / / /. I TW / / TW BW 50.99' O MAX HEIGHT = 2.2' \ a \ / 1 444.96' / / � 1448.1 ' 448.42' / 4£1.65 / TW -/ - - - - - - I, - \\ D I T 444.W / 7.5' BW ITW / BW TW \ / ° / / • BW / 445.09' 1448.03'" 448.27' 451.31' / 4a1.89' � p BS - ° 44.91' - / / 44 .11'. BW - / / 44189,445.11' 448.29' 451.29' Q / i 438.86' / / / B 43-61' 439.97' 39.2 / BW Tom . / BW \ - - - / \ / \ / / 441'13' / TS BW T\N 448.27' TV✓ I / - - - - - - N/ /TW 444.91' 7.5' 445.09'/ 448.03' /4il.21' v T 44%.7,3' 441.201 TW rw \\ \ / / / • g44.96' 448.1g'/ p JOB NO. \ / / \� • / / / / / 439.24' / .i BW 445.24' i / Y 448.42' � D \\ _ - _ \ / / / / / / / / \ / \ 1 / 443.20 14 _ � _ \ / / / E�T NINE IGH = 2. ' R TAINING LL ____ 52 40919 /MAX HE11 H = 3'' RETAINING WALL I / SHEET N0. 439.29' I' MAX HEIGHT =,'3' 1 I 452.3BS 0' I ,' °. o C4.12 L I I / / / 439.29' / / 439.70' \ , / BS' 439.92' \ � / / / / ------------------------------------- / 441.62( -- - - - - - - / /Z / -I -/ ' Tw Tw/ I B/ I \ _ / 1B/W / �NALN1N�rr �r r4/ � .96ew 44.1Ya 445.24' 48.42' ; \? 443.20' ET NI R �`Y.�� rid i / f I I o 5z 1 + , , ° / . • ' �AINWG ALL' / f' � I � arb ' : IGH = 2. ' /M HEIGH = 3'' , / RETAINING WALL I I �® • CLINTC L 1 N T W. ? • / d2, ✓ MAX HEIGHT=�3f I BS I / w _ - I / y I b: ' :v�7 SI�IFFLET >• A / / / , 1 452.30' / v p I \ _ _ i / FFE=453.�5' i A I LIC. N .�I.��O 4 • a :32" I aa2.s7� RETAININ(; WALL/ _ _ _ _ - - . • MAX H DG =A is r f3 4' / ' / I / I R6�� / ° FFE=457.45% ' 8" HDPE RO9 (�� 8/ Zk/ 2022 �4V • LOT19 GFE=443.2 I ' / i / \ I ° ® DRAIN AT2%'MIN■■i`S�O!�pL�1G� fvv/ I a 5 RETAINING WALL �ti 442.29 � / '2352 SF FFE=453.20 I / O .. � � I h5 J` � SLOPE (TYP. ������♦ 439.83' • / _k / I ' / co I I ' MAX HEIGHT = 2.9' , 1 y / / Bw 28.. / / • p I / -457 a5sss / rn $ 440.95% TW I I O O / / / > E /RETAINING WAL/ aaz. . / / ' r / ,'1 I BS / o / 52.98 i / ' \ - / / / 57A0' / N = / 1 453.21' / / / MAX HEIGHT=O/ BW/ /. / GFE= 03 I / ' i '_ / a E TW ,44?/88 ' FIFE=/33 I I / / / / D SAN 457.88' 4 02' '456,98 �' / _ .> / A41.15' O $ 1 443.80' !{ U w 3 4 .is', L T20 I I // ' / / \ d I�G a / aLL o 3 42.92'. // / /a617SF I I// 1// / ' / SAN �\ _b '458 7�.45' / / .'/ ¢LU z 41.17' BW / • I / / �' I , 6 / _ - ' ' ' FFE=457.45' / FEE=457.45' w -J - ui 0 BW I/ o / TW 443.12j./ /.• ,/ . I �z a' / / ,Am� AV _ _ .75' / /' -IT 442.10' a 441.15iTc TW ' 6' / C7 ur '-' � d 457.36 ' z � „ � o a i BW / ° x w p I _ i- 45✓'14' 456.79' a Tw ' a 457.36' 457.0 / / U) U z _ I >n 0 N GFE = 4'44.86 ana.Ul' / _ _ ` a ° c m .. .' I //. FFE=454.86 I I / N ry w •/ .444./0. z''i 444.63' iI --r-Z 457.00' 00 44142rT¢ TC 12' ' 1756/(617 SF 2o w �o H asa.61' I TS TS BS I 1 \ I I I -/ 1 / I/ /- Q I 1 458.03' I / O 442.42' 41.42' D \ AeT;T . C7 o \ I F 1 •' I BS / - Y ° 54.68' / I I I 458.14' LOT 28 6 b / d / 1 454.90' a I v 169b.SF I I I V I 458.14' / R I / I '. /� > w FFE = 442 \ I I $� 1 , /�5.46' FFE = 55.G9 I I I I 4 / / Z I I Q / 458.01'� .� / i '. 2 Q I I / I D I I / 457. J/ !' U 28' LOT 22I 1 I I / a / Q. I ° / / I 1617 SF I T O I /. I I i z I I I D // i D / I // .D '/' �45737' (1) DATE \ 442.79• \ l; •1 I I I I i I / ° > \ D\ Bs\ 1 I /I II I I II �v oK 8/24/2022 443\12' � } DRAWN BY I I / / I I / I / / C. GAYNER / \ a 443127' •1I / GFE - 446.52 / S /RETAINING WALL '1/ FFE%456.52 \ / i - ° I \\ vp I, / DESIGNED BY BS pa3sr M HEIGHT=/2A -� •• C. SHIFFLE7T \ LOT29 \ 443.59' BN, / ./ / Z , . \\ TS / •5.7. ' 1' 446.29' /OT 23 II / v /I / / b / • CHECKED BY 1�2 SF I / aa3.so' .� 1 9 I I / � / \ FFE � 444.20 11 BW .I 'I 1 T \ aa5. 1837 SF ( / I / / / • C. SHIFFLETT \ \ 1 1 443 60 I / I /I / / I ' / TW/ . I / .I I Bs I 5s.or �+ ' • \\ 1 I 1 I TS I BW3. 4 1 J / I / I 456.1T _ J / // v I /' / / / / SCALE 1 / 445.12' 14 443.87' l /, �-1- ' / I / b. / • I "=I0' / TW /- _ _ / R59 dW \ 5w FFE 445.20 TS 5 ' 447. / . // // // / / / q,6� I / / 460.14' b I '/ 459.23' 445.445.70' / / / • \ = '7 ' / T4456z' a / / / 460.14' / / ' / J / ./ / I v ■ I v ' d b d RETAINING WALL g / LQT 30 MAX HEIGHT = 2.2' // / / / / / / I / pr I/ ) / W 1358 SF 4a T Ap'$/ 460.05' 456. / 1 • \\t /// / l /l Ql . aas.la' l • l 64' J 444.01' I l l I / LOT 31 / 446.12' 6.23' 1353SF bC13 // v 460.14" TC / FFE=446.7/0 / � / Cp.. / / / �' 7/ '�n . / v D. / / i/ / // /, ro / / / BS 44%.12' v / " / / 447.50'88 459.9� 0 4 .81'QZ /FFE = 447.20 / / / D / / I p , 459.84' / 459.98 b / - �o / ' ' ' J / 4 / Q / b °oo / W / o aso.os' Q RETAINING WADY > MAX HEIGHT - 8' a 4481 ' / ' / I o D LOT 32 / / t ^ 1501 SF z aso.ls' / • < 0 3' / / / / TS ' TS 3.07' / ' / ^ / Q T 7- - - - _ LLJ I, /• ,\ `j i I \ / / / / 448.27' S 451.47: / BS / / / D (" I , / / - - - J m L.I_ 44 .3 BS / 453.17' / V / ° / / 460 49_ 46IIp.47' LLJ Q BS / / / v / i 458.19' / a60.21' 461.01' 1 a6.00' > p 45.52' 45s!3r LL L//V0J_ II��JTG ©gze460.27'f� LOT 34 1 O 3797 SF I ir U Q I L IL BW / / •A// //I = / / / I L- 452.90'Tw V- 1 457.50' gl�TAINING WALL LOT 33 MAX HEIGHT = 3570 SIF 4.6' BW 452.52' Q 452.5 w 1.tl /c \ D _ D go o / _ _ _ - - N - - SCALE 1"=10 oe No. v2 I i cot /l i a 0 10' zo' 40919 SHEET No. \ KEY PLAN N I / / ' / ,' a C4.13 L RETAINING WALL 1 p \ / ' ' z ' , / ' / � I TW / TW 50.99 D / MAX HEIGHT = 2.2' / D a \ I / 1 444.96' / 1448 ' a48a 2 / z I ,1111111111111 I / B '/ r a 1,15' , / • . Wit. v -/ �- \ \ \ D 1401.05 TW I I \ � 7 I ag4.83' / 7.5' BW ITW / / BW TW , ' /' 44 ew •� CLINT W. I p / . / 445.09' 1448.03'' 448.27' 451.31' , / 7SlIFFLET >� 439.5 ' / BS / TS / D ° a • C• Lic. N .SIDS! 451.29' ,,4tv4�� LG 812412022 G�4v; 41. 445:11' 448.29' Q / 451 53 p �r • 438.61" 439.07' ' ' ■j ss Tw 448.27' rw I r 0!1AL 444.91' t48.034�1.21v I / \ , /~0111111j1, / \ / \ / / 0' �: 441,.20 / -d4a.83, .5' / ' V ' / \ . \ / - - -- -I-- D \ z ry.961Tw mszz / EgBWaa5.za' 448.i 443.20' 1 i 0NIN c 521a + \ RFTAIWNG ALL' / 1 ta) i E __ '/ . RETAINING WALL n; E ,k\ / /MAX HEIGH 3'' `\ / / / / \ 439.29' / / / / / 4p2 . /'/ . ' i I' MAX HEIGHT =r3f I BS v p ' J H w N 3 / / /. 452.30' I H w w 3 ' 4a :3z" 44z.ar/' RETAININR WA&,- _ _ / / - ¢a 15 /3.1' \ / // / / i '. •/i. I // MAXHEIGHff=.4:11' rr.� � wO `mom O_ L m --- --- / /� /L�OOT19 GFE=443.2(L � I I Ov I // � WJVui O 1437.22' / / a BW FFE = 453.2 a "^ rn / / 2352 SF I \ I > 439.83' D I � W " M a / LOT 25 / a3s.a2 / - O u / . a / / / / LL w v 1560SF/ / BW 28"/ \ �_ �� 436.52' / \FFE = 439.50 / / / 440 95/ Tyy' '' I I ry Z RETAINING WALL' aazs I / 453.21' / \ In ° ----- -- 7- \ MAX HEIGHT = 0,9' BW /. /. / GFE =^A� 03 I ' I/ ° ry > TW '/ I FFE=/454.03 1 / �^ TS 44^y.88' ' 43 440.41' 439.92' / / A41.15' /' /' S o_ z// / ,' ' / 3 / is', 443.80L¢T20 I // / o // vJ / o , Tw I ,1617 SF SAN \ o LOT 26 � ' / � / / / , 441.g7 / 442.92' . / / / � / / i � / � / ' I � 1357 SF /' / /\ / / aauw Tvv ew ' ./ I I / / 1 1 / I I / / U) \ _ i / / 5 / 443.12; .� \ � FFE = 440.50i / / M / / / aa21o' /TS TtN =�13.4' � I 440.74' / RETAINING WALL 44t3.0r 443.1s _ I / 1 r - / I 0 \ a37 M. / \ \ D MAX1 AX HEIGHT = 1' ' // / I I 494.01' 053.84� 3 GFE=4'44.86 441.14'\ I / . / FFE=A54.86 / ° I I > LU ° Lu 439'.46' / I \ / '/ . �444.02' I 444.63' G, / Z u� I 2 Q o \\ \ 441.42' D. I I / f .//. VT 21 1 I , //� // ci 1 O Q \\ LOT 27 1 ° \ I I / I / 1617 SF I I / _ � z � / 1 I 12' / I I \ \xiSO FFES 50 \ p \//,•e ./• I // .i // i / // / DATE Ate. \ TS 8/24/2022 aa2.42' \ 1.42' \ / , } DRAWN BY D a \ I I. / \ \ \ � � I. // / I I / ,J / i / o C. GAYNER BS-° LOT 28 \I 6 i 1I,\\ I 1 I Il •I /l // I I 454.90' / Y ' v 54.68' I/ ° a DESIGNED BY 438 \\ 440ss \ 169b NSF \ I I / I I o I • FFE = 44230I - I 1 ' / I 445.46' FFE = 455.GFE .$9 69 I I I Q // Z Q • C. SHIFFLE7T ` \ \ I I I ,/ 444.$T / I I I I I O CHECKED BY / \ \ \ 28' . LOT 22 1 I I I D • 1617 I I I I I D I � • C. SHIFFLE7T a \ ° 439.84' \ 65 \ ♦ \ \ \ 442.79' 1 l; •I I I I I I ' D • • SCALE 443 ' _ •- I _ J a / I � a • I "=I0' \ '\ GFE 446.52 13.441.\4'' 443127' I ElS •.4ETAININGWALL I/ FFE=456.52 I I L a rl 443.62' I 11v1AXHEIGHT=2:4'. , f 1 / --/ I co \ LOT 29 \ 443.52' BW I •1 I I / D I ° ° 95 . / \ 1 �92 SF I TS / I 443.60' ./ , I 445.Z9' I' 446.29' / 1 I / Z / \ \LU 440 / I /, / � .l 'I OT 23 ° FFE # 444.20 \ \ I D / eW I 1 I 837 SF x . 440.97' . / \ I 445. ' . /� 1 ! / 443.60'BW / / .1 I / BS 56.01' , + / Q \ 1 I I TS I BW 443. 445.12' 3' \ V \ l Tw / ^\ .\ 442.92 . \ / / 13Wrsa5.7 46 47FE = 445.20 / 445.70' / 445.70' 445.62' / / / 'v / / I / v / ■ I I , RETAINING WALL LQT 30 M HEIGHT = 2.2' 1358 SF z / aV w a LL Tyv >'444.04'I \ // / // D , a6B 3' .� .79' \ / / // / • // / + / / / `^ V D / i L IT31 / 446.12'/, L.L J z I I' 1353 SF /// / p EP / /' v v / h / a o I Q - FFE=446.7/0 / / QJ.. / ' / V6' W 446.19 j / O . P/ L/.II.� �•LU / V . / I' Za / I \ / , 44� T ° / \ 446.32' . / / \ / v / LL 447.50' / / / D , .D , W LU /'FFE=447.20 5.32' / / , / / / / ° / / O Q RETAINING WADY $ ' , ,/ / / / / I / / W - \ LOT 32 M HEIGHT = g.8' , / / / a aaB.�Z / / ' "o+° ' / ° / w 1501 SF// / / // // // // / �� / // Q / / / /TS .v TS \\ \ \ 443 3 i I 444.54' r ! �/ \ / /' 3' / ,' / 44s.z7' s rs 3.07' , / FQ pl l• j / 451.47' / V • O 453.17' BS , / , 458.19" / O I ' 456!37' / I 460.21 0 #46.52' D�57.87'. 450 445 000 BW 452.90' Tw 457.50' Y \ 1 I I I I l \0, l l I I \ I / / / / WALL F} TAINING x/ \ LOT 33 D 1 I I a I D I I I \ I / l/ / 3570 SF MAX HEIGHT r\PO 5 I /I /l 4.6' / / / � ° 1 SCALE 1"=10' JOB No. \� / // 40919 / I \ l \�\ / / // /lBW / /45252' Lo / a / SHEET NO. - \ 1 I I \ I• Ia I . I I I / \ I Tw / / C4. 13A KEY PLAN \ I 1 l 1 a / 1 / 452.5 L DROP MANHOLE 00, DROP MANHOLE STA 13+57.20 11 ,���t 13 STA 11+69.03 TA 12+66.37 TOP 453.89 STA 16+08.5 C� STA 10+00.00 TOP 459.03 OP 456.09 INV IN 445.72 (12-11) TOP 446.28 CL1NT W. 14 TOP 464.27 INV IN 454.39 (14-13)V TIJ�NIN 448.65 (13-12) INV IN 438.94 (51-11) INV IN 436.32 (11-10) LJ 7 51�1FFLETINV OUT 459.46 (14-13) INV OUT 451.57 (13-12)NV OUT 448.45 (12-11) INV OUT 438.83 (11-10) INV OUT 436.12 (10-9) • • • 470 470 Lic. N .54389 24/ 2022 0'/'.110NAL tiq�cc�N• M E 0 0 u N N 0 > E w v E �.Wv.w3 Q LL o 3 p LL 0 wo `mom � V oMo a z .. - Ui rn O C7 LU �� w v a 30V)x U) w 0 i c ry z O Fv> c U' V) n N W W M a� ca 00 O x c� 0 O x F 0 w w w 2 Q z O i/I DATE 812412022 0 } DRAWN BY C. GAYNER DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLETT • SCALE AS SHOWN • 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STR 14 - STR 10 • • HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STA 00 W 41 444.5 TOP 444.56 INV IN 435,65 (42-41) ' ^ v STA 10+00.00 55 TOP 448.67 INV IN 436.95 (55-41) INV OUT 441.63 (55-41) INV OUT 435.45 (41-9) 460 460 STA 10+66.24 11 J STA 10+00.00 51 TOP 453.89 STA 11+84.49 53 12+6 52 STA 12+64.38 H� TOP 453.84 INV IN 445.72 (12-11) STA 10+00.00 54 TOP 489.57 TOP INV IN 439.80 (FUTURE IN) INV IN 438.94 (51-11) TOP 492.72 INV IN 483.02 (54 53) INV IN 478.83 (53-52) INV OUT 439.60 (51-11) INV OUT 438.83 (11-10) INV OUT 486.71 (54-53) INV OUT 482.82 (53-52) INV OUT 476.25 (FUTURE OUT) 460 460 500 500 L1 I w/ z li WQ� > LLJ a w J rl LL OZ LINEJ w m � WJ Q a F> O W z ��4 O W " LL O O T� i 5 ,0 V 1 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 STR 51 - STR 11 STR 54 - STR 52 STR 55 - STR 41 JOB NO. o HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 0 50 40919 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 PROFILE SCALE SHEET NO. C7.05 465 \ 465 \ EXISTING GRADE 460 � 460 14�13 16 g'03'O 455 8" \ 455 Ie/ro �3.00/ ro S ORM \ PI 501� Uyl i .5' � PROPOSED 450 GRADE 450 1 • 2 �34�OF � 8° uctile lron 300� � 12-17 445 E"D 8q OF � 445 � ,0p/rOn ° STO M � PIPE 1 9 \ 440 440 1' MIN. i 11-10 251.36' OF ' 435 8" Ductile I 435 1.00% QMQv � mJ Q � QoQ'roi. 430 430 W N W � � W W� W O Q�nQ�n �n �n Q Q�Qo � � � � � 425 425 PROPOSED / GRADE EXISTING GRADE 455 455 8" WA ER LINE 450 450 445 I 445 STORM PIPE 143 440 440 51-11 I 66.24' OF 8" Ductile Iro @ 1.00% 435 435 430 430 495 495 - - - EXISTING � RADE PROPOSED � \ GRADE 490 8" WATER 490 3.5' MIN. 8" WAT R L15LINE \485 \ 485 84.49' OF � 2.3' 8" pVC 2, 8" WA ER 2.p0% LINE 1.5' 480 S3 � MIN. 480 8'•pg�Op STORM S �0' 00� PIPE 167 475 475 470 470 455 455 EXISTING - � GRADE 450 450 PROPOSED GRADE 445 445 440 440 PRO OSED WAT R LINE 3541 11 8 435 � 435 i NQ Q Q OQ Q 0 W �W W 430 W � W � 430 0 0 J J 0 � V1 V1 V1 � � 425 425 L H U w 10, VC U K = 2.00 w A.D. = 4.95% Z PVI ELEV = 442.48 - PVI STA = 10+27.99 o LOW POINT STA = 10+27.04 Z (D LOW POINT ELEV = 442.54 0 + BVCS = 10+23.04 N BVCE = 442.58 IEVCE O EVCS = 10+32.94 AR5 = m = 442.62 27' VC K = 30.00 A.D. = 0.92% PVI ELEV = 446.08 PVI STA = 11+50 LOW POINT STA = 11+36.26 LOW POINT ELEV = 445.67 BVCS = 11+36.26 BVCE = 445.67 Q EVCS = 11+63.74 LL EVCE = 446.61 06 H U W U Of w HIGH PT STA = 14+84.61 z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE = 152 w PVI STA = 14+72.23 U 00 PVI ELEV = 458.54 _j 0 A.D. _ -5.83% W I+i� K=13.00 76'VC� U r__ N + W N ARS u (D C7 - co (n v ('M n O N V + . - (n 00 co ,It(M W (D � (D + r 00 I I W M W � W N V > + II II W+ I- NI-_ w+ w+ NI-_ NI-_ W+ W+ M I- M II II w Q U U W U 460 _ _ _ _ c/) w Q 460 X~ XQ X~ X~X~ W W 00 U 00 U 00 U 00 (n ao U m \ 0 PIPE -1, o 6 DEFLECTION, 713 NP' "CD- 1 455 rn 455 No EXISTING PROPOSED / ) GRADE GRADE / > 8 o�o MIN.. 1.3' o < \ 3' o M 00 UId- / \ 450 / 450 \ 11 / PIPE \ 1.4' Q W DEFLECTION, SANITARY (j I j / NP' \ / 8" CLASS 52 DIP STORM PIPE 34-33A 445 > > / D-1 3' / / STORM PIPE 225 WATER LINE PIPE 417A 445 _ OOj 3 STORM PIPE 223A SANITARY SEWER 1 2' LATERAL, DEPTH 440 CD-2 3' 1.3' APPROXIMATE 440 c UN UNUN Up U0 UN U� UM 13.8'STORM >r- >pjM >� j� co� >c >c �Lo PIPE 221 + + w + w + w + + + + + W W N W N W N W M W M W M W M W Iq 435 STORM U U�U� U U� U) U� U U� 435 PIPE 215 W� W W W W� W W W� W U U U SANITARY SANITARY PIPE 55-41 I'_ I- H PIPE 9A-9 430 430 r- VO CO coO N . 0 C)M 7 0000 U) 00 of r, 7 Lo N� M O a� v� v v v vNt v v� v V� I -IT v((> V(C) I-v 'It vL It vL v vLo It It 9+50 10+00 11+00 12+00 13+00 14+00 CARDINAL HILL LANE 15+00 16+00 16+50 W O QM opapv W JO r p > O M HW O Q O W OW W m ' w M H 0 a a H_ � I x H_ �F �QNQ NQ o Q Q Q aRn 00 (n io cn 4Fn 4R� x �� , =^ 4RA 455 455 PROPOSED GRADE Z� T I z 450 450 1 EXISTING GRADE 445 6" CLASS 5 DIP 445 WATER LINE 440 440 PRIVATE 6" FIRELINE CONTINUES. PROVIDE T MIN. COVER AND 1' MIN. VERTICAL SEPARATION FROM OTHER UTILITIES. 9+50 10+00 11+00 CONDO FIRELINE PROFILE (PUBLIC HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 (STING I IADE 450 450 RADE 3.5' 445 MIN. 445 6" CLASS 52 DIP U_ °4 U °4 (R 440 W (D U°4 > - _U 2 > � 440 wo W� EL W� fn� fn�U� �+ W o U W U W �W U)Q fn a W Q Q 435 1 435 9±50 ADU WATER LINE PROFILE 5-1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 01 44440440000 pLT FI o► wo, O' /0% CLINT W. 2SIUFFLET >� 0. 0 Lie. N 54389 ( r i G 812412022 �41V; M E 0 o N � N C > E v E W N N �i ¢ LL 3 p LL 0 W 0 N j V oMo z w -u O rn (7 W N d U 3 0 V) x UI ¢ L W p ur) i c ry v > z O'^ F c Lr' ,-1 P nO .V > A W M Lu Lu W J O x c� 0 F p w w w _ ¢ p ¢ z O in 0 0 HORIZ SCALE: 1 "=50' 0 50 • VERT SCALE: 1"=5 PROFILE SCALE TUG7�1� -I- \ I \ \ l 1 9 7 �\% , _ wiz'_UG MIN��t �, ® �- r ism NT w All NOW. ��I` ATV ` ���-' � ♦ �rll�� ����r.� ��91►q� � - - _ I ��1,6 � �' •�_ �� � �-= '�� •�- � _ ��' 1IIIr�/p ��j ,�� \ '.1 _ ;\ � f� �� `\ �I � �� . \\ �nFil 511 ��u� i ����s�l®�,� � ` I���� 1�`'''� dJ�_ Lp�! ►vim' I�®®� 1��� . ( ` � I, � '�17�� aa / 11��� ►�1m-\��I\ ' \� `•: �1 �E�� � �' ���\��'��►�\` �I �- -- �■ � ,�-��[u.w1►�#�1�II���,gym �A` VY` ( �►�� IT ow, odKIM "ore ■////////////I/`////.�J r- I • � � � ` � ` `.� � . ,�.1• --�.i• II �.ar� II �.1. � I Zia I � • • 1 � 1001 \ �',� � e•�•('' �'I ����j1w`► 1� M W®IIIIIIIIIIIII•'�.Wel�. \\ �.►.ice I ��� JYIII!I, � \ �.� �'••' �;�'� ��-� �� ,�►i' � �i►�'' � �. �,���r.--'.'il����--� == s1► !��■fir►=-������_��� •,�.�.�,�� �' 1 ��_ , 1 C ,! � I � ., , , .,► �a,�, ill .� ..$► � �j�, I ►'� � 1 (III � Q rr• •r.� rrr• yr p• r� � \ � ! .� �'� ' `� � � �r••r•raprrrrrrpp•rr, .,;�s� � .� ,,�� ,; , , ��� � �� Q\���\ OVA \.•.�s �a'`' . ����� .,1 �, � ��3 ��-vim � . - ,�•�• , �. - +1,.; ,,� �.,,;o.;. J iI 0 DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN 1� (W V I� Lu v''^^ Q i a _j Lu cr� J_ 0 Z LL J w O m W < a Lu z c) O LL Lu fi C) 0 0 O U) JOB NO. 40919 SHEET NO. C8.03 0 m 0 3 a v'D o � dZ 20 O C �_ E� a �N a0 O � 3 Z m 0 � a o� �3 a dm 2 Y do d� 0 = Eg aM 06 �a 10 a 0 0.2 m a �o nE L F E L