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HomeMy WebLinkAboutWPO201900062 Plan - VSMP 2022-08-31SOUTHWOOD REDEVELOPMENT -VILLAGE 1 SITE INFORMATON TAX MAP PARCEL, AND OWNER INFO: 090A1-00-00-001E0 PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4773 PG. 328 09000-00-00-001AO PARCEL AREA: 8.83 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 3375 PG. 063 090A1-00-00-001DO 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, VIRGINIA 22903 SEE ZMA2018-003 TOTAL ACRES (ALL PARCELS): 119.78 AC. 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 TOPOGRAPHY LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 WP0201900062 WPO AMENDMENT #2 COUNTY OF ALBEMARLE, VIRGINIA SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.092 0 CONTACT: PAUL HUBER, L.S. PAU L. HUBER@Tl MMONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS WETLANDS IMPACT: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT WATER AND SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY 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 02/0412005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.21 AC. PROPOSED IMPERVIOUS AREA = 6.61 AC. ALL PROPOSED STORMWATER MANAGEMENT FACILITIES RE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 8/24/2022 Ca< H I SITE LOCATION VICINITY MAP 1"=1000' 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 WPO 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 C0.02. 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. Sheet List Table Sheet Number Sheet Title CO.00 COVER CO.01 CODE OF DEVELOPMENT PROFFERS & TABLES CO.02 CODE OF DEVELOPMENT TABLES 1 C2.00 I EXISTING CONDITIONS & DEMOLITION PLAN I 1 C3.01 I EROSION & SEDIMENT CONTROL NOTES & DETAILS 1 C3.03 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.04 EROSION & SEDIMENT CONTROL PLAN PHASE I C3.05 EROSION & SEDIMENT CONTROL PLAN PHASE IIA C3.06 EROSION & SEDIMENT CONTROL PLAN PHASE IIA C3.07 EROSION & SEDIMENT CONTROL PLAN PHASE IIB C3.08 EROSION & SEDIMENT CONTROL PLAN PHASE IIB C4.00 BLOCKS & OVERALL PLAN C4.01 LAYOUT & UTILITIES PLAN C4.02 LAYOUT & UTILITIES PLAN C4.03 LAYOUT & UTILITIES PLAN C4.04 LAYOUT & UTILITIES PLAN C4.06 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 C6.00 STORMWATER MANAGEMENT PLAN C6.01 STORMWATER QUALITY MAP C6.02 STORMWATER QUALITY SUMMARY F CLINT W. D�7 SIUFFLET >� A Lie. N SIJIl a; 8/ 29/ 2022 G •oo000NN��, rA N z 0 f f Z O a U U Uj W O Z O U) W I DATE 8/24/2022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. (W V J J �1 I 1 W a ^ w LL J 0� LLl J w W < 0 > o U W 0 0 W " 0 0 `2 1 D 0 V ) L NUMBER OF SHEETS= 27 ]OB NO. 40919 SHEET NO. C0.0 BLOCKS 3-4 BLOCK 5 PROPOSED BUILDING HEIGHTS BY BLOCK BLOCKS 6-9 TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK 1*,NLT PROPOSED: 35' MAX. 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 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 N-SITE, (2) ON 37,38 SPACE / 4 UNITS) 18 N ROAD, (3) ON FCARD X (8 UNITS) = HILL LANE, (1) ON18SPACES DELL 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. 5. NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKa 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 SETBACVC� 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. 4.19C / NO MAX 4.19C / 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 FOOTPRINT MAX. NON-RES. 1 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-OOIAO, 090A1-00-00-00lE0, 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 NMll 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-OOlEO, 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 090AI-00-00-OOIEO (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenway Connections to Potential Adi acent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (I OO h) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 3001° Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVMLE, LLC, a Virginia 7r� compare By: Dan Rosensweig, Manager F CLINT W. D�7 SIUFFLET >� A Lie. N SIJs6 AO 812112022 , % ,,aaS'SJO0000 1 AL ENG .•440600 N Z 0 X f AM Z O CK U U UJ w 0 Z O U) LU c1 I DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. l-1 (W V J J w 1 4 J / co 06 I � U) W LLJ IL ILL Lr iY Oa J m W Q z CC LL G O W O J Lu 0 LL O ° O 0 O 2 D O V / ]OB NO. 40919 SHEET NO. C0.01 5 N L O' ���pLTH of i� •� CLINT W. :u72S UFFLET >� • • A Lic. N S13S0 IV Z'F aizaizozz �,` G •0; SfONAL �N .• M E O 0 U N U N � >E w ai E 1Lu Q LL o ❑ LL i n Q j U m z w J -Un N d O N O - t v z � A, H CC U X <nNw � w O o Q � N 2 C N > z =U _O c n u) 0 N N w CK M N J u 0 U 0 x 0 w > w w F_ = Q U O z 0 DATE Ln 812412022 O DRAWN BY } C. GAYNER • DESIGNED BY C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • SCALE • N.A. (w3 V J �1 0 I in W _j m W w > Z 0 O2 CWC G J w m O 0 w Q J R o W a UJ w 0 LL Q O " LL w 0 O W N O a o O U O 0 o U m p V) a m a t ]OB NO. 40919 SHEET NO. e� C0.02 TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA 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.AMENITY& CIVILSPACES PROV. (ACRES) MINIMUM RECREATIONALAMENITIES&CIVICSPACE REQUIRED RECREATIONALAMENITIESBcCIVICSPACEPROVIDED 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 0.66 0.05 0.05 0.56 2,025 TOTAL 0.56 0.05 0.05 TOTAL: 405 LF CLASS B TYPE 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 986 SF COMMUNITY GARDEN 2,693 SF GARDEN 3,940 SF PARK 1,855 SF PARK 2,666 SF PARK 220LFTRAILPEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 TRAILS 0.90 28,661 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 SOOSF 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,SOOSFACTIVEUSEREC.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 SMALLERTHAN SOOSF 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 O 0 0 0 0 0 0 O.0 0 O% 0 0 0 O% BUFFER Fifteen 2 1.5 0 0 0 0 0 0 0 0 0 0 0.0 0 0% 0 0 0 0% 3 1.5 NEIGHBORHOOD 5000 0 0 0 0 0 0 412 0 3-6 0.0 0 0% 0 0 0 0% DENSITY percent (15%) of the total number 4 1.7 5000 0 6 3 2 0 0 6-14 5 3-6 3.0 3 60% 2 0 2 40% URBAN DENSITY 5 6.8 RESIDENTIAL 5000 0 54 4 4 26 20 6a127 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 a31 0 0-28 0.0 0 0% constructed 0 0 0 0% MIXED USE / on the NEIGHBORHOOD Southwood 7 0.7 PLACES 10000 0 7 7 0 0 0 a12 7 0-18 9.7 7 100% Property p Y 0 0 0 0% 8 1.2 10000 0 14 12 2 0 0 a17 14 0-18 11.4 11 79% 3 0 3 21% 9 1.7 l0000 0 0 0 0 0 o a61 0 0-34 0.0 0 0% o 0 0 0•�0 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 0% 11 6.7 20000 0 0 0 0 0 0 2a182 0 6-34 0.0 0 0% 0 0 0 0'�0 12 3.0 30000 0 0 0 0 0 0 13-102 0 6-34 0.0 0 0% 0 0 0 0% 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_ F_ I:\103\40919-Southwood_Redev\DWG\Sheet\CD\C2.0 - EXISTING CONDITIONS.dwg I Plotted on a/29/2022 11:16 AM I by Catherine Gayner r r I, • L. • • r r \ • i ` • • r • FF • / H \ '11 • • 14 t • • I • 1 1', flg4: • A • r•nIL'"fr 11. q., •.,1 IIi • 1j •+Ir1f'a :• 1 I fir.,,. � • n4••'•1 •1f -4, _ .,. f1Y11,,,1r,, nlfr• I,yy, � In iql pL,r•,• `+, 1j• •�to •I,1 ' I •. f11 IIj,f11 1•'1,•.111 •� ♦ t . � r 41�1' •I 'i •i +:if•1•Yu•i•J•i "!fi ' �";♦ ,••"•:-•n:•�•:'•::-•^;fir„�•, �, "• n � . . . rain•:i!�::��a:!�:e:!:: ��:::�::�'•r'� �� � u:i: �:q::: ��:: r•e:•i:ii •yip li r • .: •:1ii'Jii iia+i:: ��c•!�f••u • . „ I '�° �" pl • . 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com nm 44 o SOUTHWOOD REDEVELOPMENT VILLAGE 1 _ _ _ n o DATE REVISION DESCRIPTION N m n O Z z03 COUNTY OF ALBEMARLE, VA o m o o Z z o 10 EXISTING CONDITIONS & DEMOLITION PLAN I 1 rn A N •••'••••NCO r 0000 Ira •> -4 S• o: These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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 i1111[2N, 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 Dry Storage: Dry Storage Required (cy) (67*DA) 133.3 rest of Stone Weir 419.0 Dry Storage Provided at this Elevation (cy) 245.2 31ope of Dry Storage Sides 21 1.1 vm aE CREST OF STONE WEIR ' ASIE ORCU FLIER CLOTH GMGINAL (;ROUNO ELN. 1 -SEE P TE 3.13-1 COARSE AGGREGATE CWS 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: 49 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 " ua 9 1•P%•iAYT_ �..i ir�� YGi per �� �-. ENTRENCH EDGESOF r MATE CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. LO 1 2 TRANSVERSE CLOSED . r: Y•Y •::��:c� . '� ' CHECK SLOT UPSTREAM AND 6* g DOWNSTREAM TERMINAL TRANSVERSE OPEN CHECK SLOT ST 3.13 BM SEDIMENT TRAP 3 SOIL STABILIZATION BLANKET (TREATMENT-2) No Scale No Scale Sediment Trap #1 Design Drainage Area (acres, < 3) 2.38 "FOB Trap Volumes: CREST OF STONE WEIR WMDAR E Elevation (ft) Area (so Volume (cy) AND 461 947 A - 462 1295 41.5 DRY STORAGE N YMPaE' 463 1667 54.9 N 464 2065 69.1 465 2487 84.3 WET STORAGE A, 466 2935 100.4 o nvaEo) FLTER CIOTH 0_f 350.2 ` " IS" O Wet Storage: .SEE PLAIT 3.13-1 COARSE AGGREGATE" CUSS I RP 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 39 Sediment Trap #2 Design Drainage Area (acres, < 3) 2.62 11• 1YAaMaa Trap Volumes: ORGNAL CREST OF STONE WEIR yyryEgE Elevation (ft) Area (sf) Volume (cy) °ROUND \ 415 1609 fLN. �a 417.4 2653 189.4 DRY STORAGE K YARMRE 419 3429 180.2 N WETSTORAGE F, MA1f (MCAVATED) RRR CLOTH N GROUNDL ELN. 1 Wet Storage: .SEE PIAVE 3.13-1 COARSE AGGREGATE" C1 Ss I RFP P Wet Storage Required (cy) (67*DA) 175.5 Bottom of Stone Weir (ft) 417A Wet Storage Provided at this Elevation (cy) 189A **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) 180.2 Top Width of Dam (ft) 4 Slope of Dry Storage Sides 21 Top Trap Dimensions 34' x 102' 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 OF EMERGENCY SPILLWAY Drainage Area (acres) 5.78 DESIGN HIGH WATER Basin Volumes: (25-YR. STORM O-EV)(2S-YR. STORM ELEV.) Elevation (ft) Contour Area (sf) Volume (cy) 0,5• 418 3010 MIN 1.0' 421 4625 424.2 RISER CREST 423 5855 388.1 ' DRY • STORAGE DEWATERING DE GE 426 7780 757.5 WET STORAGE SEDIMENT CLEANOUT POINT EER CED (•TO 6 CS Y°% 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) (Orifice+T) 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 oScale Sediment Basin #2 Design MIN. VWI SPILLWAY CREST OF EMERGENCY 2' WITHOUT SPILLWAY Drainage Area (acres) 7.33 DESIGN HIGH WATER Basin Volumes: '(25-YR. STORM ELEV.) Elevation (ft) Contour Area (sf) Volume (cy) D°. 409 2870 - - --- -- MIN. 1.0' 412.5 5580 547.7 RISER CREST 415 8580 655.E DRY • STORAGE DEWATEMNG DMCE 417 11810 755.2 wET STORAGE SEDIMENT CLEANOUT 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) 491.1 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") 7.0 Collars: Runoff: (See Routing in Calc. Book) Depth of Water at Spillway Crest (ft) C (Use 0.45 for Bare Earth) 0.45 Slope of Upstream Face (Z1) Tc (min) 5 Slope of Barrel (Sb) 12yr 3.69 Qp 2yr 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/100fl) 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 3T 3:1 3:1 Yes 100 30 3.3 No 0 0 0 0 0 N/A Yes 8 3.9 0 415.5 `,{IALT 000 ��F i!•IL��. , CLINT W. y: �v )SFFLET >� .0 r Lic. N $4380 �a2 Co 8/24/2022 �43% 'O'03ol'ONAL 'C qr M E C3 O N � N C > E a E w Q LL o 3 p LL w 0 CC LY m,^H L M d_ V00 Z J - Li O d (A N C7 LPL L�� (L w v 30'x V)) w i c ry Z O Fv> C U) N 0Uj i M of C� I n DATE 812412022 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T SCALE N.A. ((3 V Q J J Q I-I i w 0 U) 1 06 W W z 0 7� CceWQ G J LLJ r O�/ LL LI. O J m Z W Q O 0 O LU C) O w W " 7 LLI 0 C) 06 O z O L2 LI 1 ,O V / JOB NO. 40919 SHEET NO. C3.01 c a 2 O N 0 3 a. 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I� Y� __ - - - - - - - _ _ _° __ / / / / YY/lC/l:/Lr)' / / / , // / , / / // / / / / LTI.G ' - - - // _ _ _ _ - - - _-_ -_ - - / 1 Y I 1 \ \ MAPLE \ 0do- 1 . ,\ '� 0 0/ , SEDIMENT BASIN #2 - _ - - - //� / , / // / / / / o / /I/ SF / / , / - ' ' ' / - ' - - - - - TP _ x I I f 1 I \ \ 6/ / / / / / / / / / / / ° / ) 0 5.54ACDRAINAGEAREA(PHASEI) I - / / / /a / //', / / / / / // ', / / / - '/ - --------�--- - -' / �1 =»_I /G /' / ' / 0 / / / \I \ O ° - - - - - - 7.34 AC DRAINAGE AREA (PHASE 2, USED FOR DESIGN) ^/ ' / /'� - ' / / /b ° , / ' / / 1 7 �'/ I /' /� // / / , / ' / - ' - ' - - ' - - - - - - - - - - - -i - - - - / - • / _ /_ / ,U(5T I /' I' ° /' / I.7II /-A ° ° 0 0 / TOTAL STORAGE REQUIRED:983.6CY ✓ ./ -' / // / / /o , /// /// ' / / ///1 // /' / /' �'-/'-- � _ - VSO- -��- - �''/ �- 71 I ///ice/ ��\ % o , I - / / / / / I /1 / , , / - - / - - r / / / ' I o / - / Z/ I / - - ° O TOTAL STORAGE PROVIDED: 991.9 CY - / - --\ / 1/ / / / / / , / \ / / / - ' - - / - - - - - - - - - -- - - - - - - i IV I - / / / , ' / /� - / / / / o 0 0 0 0 0 , / \ f 20 I I Al DD / / / / / / / ' / , I / , / o „ _ / I - , TOP OF DAM ELEVATION: 416.00 - - - ' / I I / / / / / / , / / ' / / - - _ _ _ _ / I / / / ' o /�/ �_- / _ / /_��-'\ / •�00• ' by �/ I 1 I I I 1 / l l / / / / ' ' ' / / /' / / // - 452.9 ^I --I k //' /� /- '/ -' /,' / o / / \\I �/ ii-_- \ \ /�'_' _ - OPT �f�� ,i N/ / I I I I I I lI I l l ' // / / / / /',/�,' /' / /' // -�� 43. 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I 1 I I l l l l l / / / / / / / ' ' ' ' \\ I \ \ \ \ \ I l / / / l / // , l l I l I I I l / / / / / / / / / / / ' / / / // / // /, /'/ /' / / - / / /' \\- l\ I \ \ \\\\\ \° \ \ \ \ \ \ I I II I / / / / / / / , / / ,' ) / //// // 7 7& \ I 1 1 I I / / / / / / / / / // - /// I I I - \ \ , \A 0 , \ TP \ \ \ \ 1 I I / , / / / / / , / / / / / / / i I 1 / l / , / / , / / / / p /// ll I \`\1�\ \ \ \ / / ' /� \ I I 1 I I l I I I l I I 1 I I I I / / / / / / / / / a�/ / EROSION CONTROL LEGEND i / I ' \ ,t \ \ \ / \ \ \ \ \ \ \ 1 / / / I /I / / , / / / , 1 / / / / / STZ / i '�\ I I I 1 / 1 / I / I I 1 I I I l / I / / /' , , / / / / / / C / ' �' / /i l \�\ \\\ \ \ \ / / / / , / \ \ I 1 I 1 I I / r I l / / / / / ' ' - / /✓/ LIMITS OF CLEARING AND GRADING - y \ \ o\ \ \ Pf�IVAYE€20' SANI �AR I / / / I / / / , ' 1 /l / / \ \ 1 I 1 I / / '' / / / TP / / / s : :. t'1 I \ 1 I ` \ \�\o\ \ � � 4 / / / I l / /// / I 1 I 1 1 I I I I l / / l -1 � '/'- \ ` N \ / 0 I1 / / / / 1 / / , l / I / / I / / o \ \ � EW l3' ASEML�N7\ / / IBAFIF F I I I I 1 1 / / I \/ \ \ \ \ \ \� ° \ \ \ \ \ \ \\D.�. 98 ,(�. 6i48 \ \\ \ 1 \ I I 1 / / / /' /' / / /' / / / / / I III, / // / / / / , 42p 1 1 , I I I 1 I I 1 I I 1 I / / ' / / / / / ' I / _ _ _ - -�\ \ / / / ' Ifd�R / _ /� ms I I I +� -' - _ Xl-�i SOIL TYPE BOUNDARY 11 I l \\ \\\\ \\ �O \\, \ \ \ \ \ \ \ 1 I / / / / / / / / / / / �j,/// / // / / \ I B I 1 I I 1 / / / 1 I \ ` e \ \ \ SOIL TYIP�. I I I / / / / / / / / / / II I ///// / // 1 I I I / / 1 I I _ S¢�F�NCE' -'- I I \\ !\\ \ \ .a \ i \ \ \ \ 1 / / 440 8 III �l / / / / / / , I I / / I 1 I I I I I I I I I \ I ` - / - - - - - / / ' I I \ \ \\ \ \' \ \ A \ \ \ I I 1 I I I l I / I + I 1 / l l 1 / l III I I I I IN \ \ J HOOK (TYPE - _ - CE CONSTRUCTION ENTRANCE 3.02 ' \ y \� \ \ \ `3J� ' 1 ' I I I/ l I 1 I I l l I l I l I 1I " I I \ \ \ \ \� \ _ - __ -,-/ I -- - 1 \ -.e \ \' \ \ \ \ `9' 1 , ► , I l l \ \ I I I i I \ I I, I/11/ll/l / /, I I - - - - /- \ \ 0 \ \ \ \ I I I \ \ \ \ - \ - - /- - - - ' - . - _- SF SILT FENCE 3.05 //, 403.R _ \\\ \ \ \ \ \ \`\ \ \ \ \ \ \ \ I 1 I 1 \ \ \ N. \ \ \ \ ` \ \ \ \ / ' / I , I I11 /. l lI 11, l /, /l / - "� \ I 1 1 I I , l , I 1 I l I I 1 1 1 \ \ \ \ \ \ \ // / %/�/ / / ` \ \\, 7 \ \ \ o\ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ 4 SEDIMENT TRAP #2 ' a3.6T J I I I I \ \ \ \ \ \ \ \ \ \ - _ - _ - - - - i i ' SF- ' - / '�" O \\ \ \ 6 \ \ \ \ \ \ \ \ N. \ \ I I \ \ \ _ - _ - , / \ \ \ \ \. \ 1 1 1 / l I / 1 1 I \ \ / / \ -\ \ \\ \ \ \ \ \ __ Jill I _ \ \\ \ P O \\ \ \ \ \ \ \ \ \ N. \ \ \ \ \ \ \ \ 2.62 AC DRAINAGE AREA _� I I I I / \ \ \ \ r / '�/ ' , _ \ \\ \ o ` \ \ \ \ \ \ N. N. \ \ \ \ \ ` \ , \ \ \ _ - TOTAL STORAGE REQUIRED: 351.1 CY , I I I I I I I t \ \ \ \ \ - \ \ - _ - _ ,'/ - IP INLET PROTECTION 3.07 / 0 / ' / =\` \ - - \ \\\\ \ \ \ \ \ \ \ \ \ \ _ TOTAL STORAGE PROVIDED: 369.6 CY \ h 2 III \ \ \ \ \ \ \ \ _ - - / - ' _ _ - ' '' / / ' /- - ' - / / \N \\ \ \ \ \ o T\� \ ` \ ` - - TOP OF DAM ELEVATION: 420.00 I , I / I I \ - - �/- ' - - - - ' - - CIP ® CULVERT INLET PROTECTION 3.08 ////'I �\\ \ `\ `��\\\\\ \ \ \�\ \\ _-___ \�� -/ /.. \\I 1111I\III \1 \I\\\\\ \\\ \TS - __- -/'i /- ' / / j \\ .\\ \ _ \ \ \ \ \ \, \ \ \ \ \ \ \ ©. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 I Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com nm 44 O o SOUTHWOOD REDEVELOPMENT VILLAGE 1 _ _ = N n v DATE REVISION DESCRIPTION m v \ N W z COUNTY OF ALBEMARLE, VA in � m m< z N O O fv O O rn r O r v Z W O �' 1p EROSION & SEDIMENT CONTROL PLAN PHASE I A N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. \>�\\ o\_ I \1 �-\ \`\\\I7\ l\� \\\\ 1 1-I \\I\1\,\ PL I\'/\ \1\°\1\l/Q \/\oI \\ 1 � \ \'1 '1 r\\ \I/\II �\ \ \7\ /! -\ \_ \\\\'o I /' I\ 1\ \\/\\\ / y\0\ \\ —\\ \ \\\1�\\/� \\ \\ �\ \\ �`\�\�\/\\ \ \\ \\/\ 1 /� \\\/\4\1\ \ \h\\\1 0\�\%\1I\9\�1 �\\\\.\ \/\ \:' 1I\ \1\ \ �` ' 1\\\\'1I\ \1 '\\\/ /\\\\\ \ \�\ \ 1 \/ ` /\\ \\\\ \\\ \ \\ I \ \\\/\\ \\ \\\/ \ \II \\I , ' \` \\\\\�\ l '\\ \\\/_/\ \\\` I \ \I� \\1 I \ \\' \\ \ \ \ I\ \\/0 _1 \\ \ \\ I\I \ ' \I\ _ \\\ \�\\\\/ I\ /\ \ \ \ \\\I _, `\ \ \,\\—\\�I\,\\ I\ 1 � \\\'/\ \\\\\/I\ = \\\`\\ '_\ /\I\\1\\ \ \ \ \ \�1 .'\ � I/ I\\ \ -\ \/\ \\/\'\ I\ \/ \\\\\'\_ \ '-,\\\�-91\\. 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THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com nm 44 O o SOUTHWOOD REDEVELOPMENT VILLAGE 1 _ _ = Ln n o DATE REVISION DESCRIPTION m O \ tv W `� z COUNTY OF ALBEMARLE, VA in � m m< z NJ O f O v O O m r O r O Z W O 1p EROSION & SEDIMENT CONTROL PLAN PHASE IIA A N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com nm 44 O o SOUTHWOOD REDEVELOPMENT VILLAGE 1 _ _ = Ln n o DATE REVISION DESCRIPTION m O \ tv W z COUNTY OF ALBEMARLE, VA in 1 m m< z N O O fv O O M r O r O Z W O Co 1p EROSION & SEDIMENT CONTROL PLAN PHASE 1113 A N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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F11,0 Z 41 2 �� (i= 44 j SOUTHWOOD REDEVELOPMENT VILLAGE 1 _ = = N n 0 N DATE REVISION DESCRIPTION =� os .q*C =: O - � m p • y N 0� '� i k -­1 � D • Z 1.4 O 0 0 ko COUNTY OF ALBEMARLE VA II [' '"` � M a 2 a ' • �a �\ a r � M r 0 I. O 2 Z O "� �•r0 VINi�lv BLOCKS & OVERALL PLAN I I { A IQ ��""j11� These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. I 90° BEN _ -------------------------- JACK BORE 12" RESTRAINED DIP (52) __________________-- ----------- W/ 24" DR17 BASING � _ __ -_ _ _ __---- I LYNCH 110.02' -- -OLD _ ___ ___c -STATE ROUTE 631 — _________ ----------------------- t375'TO DR. VARYING R/W WIDT —AMBROSE r ---------------------------- -- — — COMMONS VDOT STD. WP-2 J __ UNDERGROUND ------------------------ CENTURY LINK LINE ----------------- R( T � � _ OH GT ELEC C TELE. V LINES B ~ T LE VAULT _ � oyT WIPEDO APPROX. LOCATION OF 7- 22.50 CENTURYLINK UNDERGROUND _ BEND oyP, LINE. CONTRACTOR TO T 20' PUBLIC DRAINAGE COORDINATE WITH CENTURYLINK. O.H ELECTRIC EASEMENT, TYP. P\ TELE. & TV LINES (2) PROPOSED DOMINION IRRIGATION SWITCHES. CONTRACTOR TO METER COORDINATE WITH DOMINION. FUTURE CONNECTION TO TRAIL IN BLOCK 2 PROPOSED DOMINION METER. CONTRACTOR TO COORDINATE WITH DOMINION. BLOW -OFF ASSEMBLY WITH 8" GV; STUB OUT R604' WATER LINE FOR FUTURE DEVELOPMENT 5' 6' PROPOSED TREE LINE 12" GV 12"X6" TEE, 6" GV AND FHA PROPOSED UNDERGROUND MCI LINE. CONTRACTOR TO COORDINATE WITH MCI. 12" CLASS 52 DIP WATER LINE BLOW -OFF ASSEMBLY WITH 8" GV; STUB OUT WATER LINE FOR FUTURE DEVELOPMENT SPEED LIMIT SIGN 20' PUBLIC DRAINAGE EASEMENT,TYP.- C20' ACSA AEASEMENT AD NAME SIGN .( 8" GV — 52 SAN G-12 FUTURE COMMERCIAL ENTRANCE, S a BY SOUTHWOOD PHASE 1 - BLOCKS 9, 10, & 11 PROJECT-- - -- HORIZON ROAD -� i _ +50 .W 61 'LIC RNV — X8" TEE W10+5( " R267' iff _ r 8" DIP LLIIJ 3+50 13+00 WW 12+50 R233' STOP SIGN R25 2" ARV IN 1"WATER METER BOX I GRADING I ' EASEMENT 12"X6" TEE, O 6" GV AND FHA I I I m MCI HANDHOLE. / I C CONTRACTOR TO I _ COORDINATE WITH MCI. +I Z PROPOSED TREE LINE I I I I I � � 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. FHA PROVIDED BY ACSA WITH 12"X6" TEE AND 6" GV. II ACTUAL LOCATION TO BE DETERMINED IN THE FIELD EXISTING BY FCC AND ACSA. ASPHALT PATH ' LUALL I "=3U' 0 30' 60' EXISTING EDGE — GVT-----------------------------t= n�__f OF PAVEMENT 115P�-- — — _ — InI BEND — — �� -------------- ______ EXISTING SOLID - _ 12" DIP ------------------ --------- — _ C WHITE_LINE- -- --------- - W ------------ lw --------------- EXISTING---- ------- - ACSA 12" GV --- - - _____________ FCC TO INSTF�LL CROSS ANCHOR _ — — _ — —_ — RESTRAINT PER ACSA DETAIL. ----------- PROPOSED DOMINION � � ' -------------------- --- — _ _ _ CONCRETE a..AR TO BE ------- UNDERGROUND LINES _ _LOCATED AP ROX. 18" UPSTREAM___ �BpT�gTO' PAVEMENT TO BE � _ FR�UI6Y3�FS G 12" TEE. COORDINATE WITH DOMINION. — — —REPAIRED PER II =___— ________ — VDOTSTANDARDS FCC TO CON ECTIiSL2 _ _ _ _ _ = v I - --- —__ �--------- GVINLIEU12"TS&V t 815' TO SUNSET AVE. EXT. -- --------ND O OVERLAY -- O CG-11 ----------------- ___---- PROPOSED DOMINIO GP SWITCH. CONTRACTOR TO I o R45' COORDINATE WITH DOMINION. S CURB ( IY UFO WIPEDOWN GF r PROPOSED DOMINION METER. CONTRACTOR TO I I GP UFO COORDINATE WITH DOMINION. I OF — I PROPOSED POWER POLE. HP U 20' PUBLIC DRAINAGE I I CONTRACTOR TO HP + UFO I COORDINATE WITH DOMINION. - EASEMENT, TYP. I I PROPOSED DOMINION I oyP 1" CORP STOP AND COPPER I OVERHEAD LINES. I / - SERVICE LINE TO IRRIGATION L U I CONTRACT jTO� OHT \� C Ian -E WITH DOMIUPW I It - METER PER ACSA DETAIL ` J � / 0 OHP� G , , `--' 7� — O-- OHP — — OHP— OHP� Oy7� I �ONP/CFO 6' 13' PLANTING STRIP 8 5' BIKE 5' CONCRETE LANE SIDEWALK r 5' BIKE / LANE. I FUTURE CONNECTION TO SIDEWALK AND BIKE LANE M 20' PUBLIC DRAINAGE ' EASEMENT, TYP. %SAN _20' ACSA EASEMENT N 54 ' R100' FUTURE COMMERCp%rFNTRANCE, BY — O T OOD PHA EILWKS 11 & 12 PROJECT STUB OUT WATER LINE F R 2" GV FUTURE DEVELOPMENT 12"X8" CROSS CAP 12" --_—� ATE VALVE I I RESIDUE #2 115072 SF I I PROPOSED TREE LINE— — > L_ ��° ----- - ----- /UGP/ r I L__ LJ I -1 II I -J - oyP <A S� CLINT W. •v )SFFLET >� A Lie. N 54330 4SY• aG 81241 2022 43 % tip•... • N� M E O O N � N C > E v E w 3 � w v Q LL 3 p LL w o 0 W m L M d-Voo Z -mi— in O O > (A O ry C7 W N R vM 3oL�nx U) J oa LL �� w � i ry Z O m > U) ouj > M of 00 / CL X T J LEGEND: LiCONCRETE SIDEWALK 11 HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT ASPHALT SPORT PAD BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT I DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' (W V �1 I Z W J v I Lu a -I W a I— O J ED —_ Lu a H L i0C.6 Lu W o 0 J O O 1 O JOB NO. 40919 SHEET NO. C4.01 a i c 0 d 0 3 a D a0 o �z 20 o� T E'o a D 0 Ir (D 3 Z z„ o� � a F d `o2 5 Q§ o. 2 Y X C 0.0 016 12 �0 `o 06 0 a � Ma 10 a 0 e A C m 0 nE �E F_ 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. 0 0 1 „ �. >• --- --- - — — — — — — OLD LYNCHBURG ROAD STATE ROUTE 631 — — — — — — (VARYING R/W WIDTH) / — GPGP UGP _GP — HF GP _ — HP LOHP— GP — — — OHP— — — — — OHP— — OHP— — — — OHP— — — — / ' I _ � -¢- oHP— — - — — oHP—DEDICATE EXISTING OHP� PRESCRIPTIVE EASEMENT 17.5' FROM O.H. ELECTRIC CENTER OF RTE. 631 TO TELE. & TV LINES VDOT FOR PUBLIC USE F� 8" GATE a -s- -�--- -- 8+00 - --+_ 36 19 p0 / R27T+00 _ y� 8" DIP ' NO PAR SIGN R7-1L 20' ACSA .EASEMENT RESIDUE #1 918381 SF PROPOSED TREE LINE LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT ASPHALT SPORT PAD BIORETENTION PLANTING STONE DUST MILL & OVERLAY ASPHALT !•v��GUU�As SHALL I "=3U' 0 30' 60' — --_--------_-- 110.02' ___________ ------------------- RAW --—AMBR( ± 3751 -------- ---------- ---------------- ------ ------------------ STD. TD. WP-2 ----------- - — UNDERGRC I --------------- -- - - - CENTURYLINK --- —OH _ —GT _ ,_,�+n — OHP— ELEC — — — OHT� . �GLP TELE. VLINEF OHP— GP — — — 0H T E VAULT OHP� _ OHT v APPROX. LOCATION OF / P� F— MANAGED STEEP CENTURYLINK UNDERGROUND SLOPES LINE. CONTRACTOR TO (TYPICAL) COORDINATE WITH . 20' F CENTURYLINK. O.HELECTRIC TELE. & TVLINES (2) PR SWITCHE; vv N` VV ~ m 6' 52 FUTURE COMMERCIAL ENTRANCE, BY SOUTHWOOD PHASEI- BLOCKS 9, 10, & 11 PROJECT ° / e _lA. 13 0() GRADING GRADING �--�_� 36' �_�-� -"NO PARKING" EASEMENT PIPE 15+5p ---F----F—--------�-------�--t-------F—" 12+50 15+00 14+50 14+00 13+50 13+00 , SIGN R7-1 DEFLECTION 14 W —W - R233' - 20' PUBLIC DRAINAGE 8"X6" TEE, 6" �" _ C9"_ EASEMENT, TYP. GV, AND FHA r �k I ` \ c ro ' TEE - 8" BLOW -OFF ASSEMBLY WITH 8" GV; STUB OUT WATER LINE FOR FUTURE DEVELOPMENT SPEED LIMIT SIGN PROPOSED DO CC COORDINATE V BLOW -OFF ASSEMBL WATER LINE FOR PROPOSED UNDE MCI LINE. CONTR COORDINATE 20' PUBLIC DRAINAGE EASEMENT,TYP.- 20' ACSA EASEMENT 53 CROAD NAME SIGN 8"GV- -- ---�_ _ �_—HORIZZOONROAD A W 61 PUBLIC RNV� --+ W10�5C '67' 9 / LIJ a STOP SIGN "NO PARKING" 8 ,.. . SIGN R7-1R q \ ^^ R233' �{ 6' PLANTING \ STRIP PROPOSEY \ \ TREE LINE GRADING I \ \ EASEMENT) Q L \ 8"X6" TEE, 6" / GV, AND FHA �cr T \ �----UGP———UGP---- UGT— — l=UGT—� _ - --- - - UGT- 2" ARV IN 1" WATER / METER BOX J GRADING EASEMENT 12"X6" TEE, 6" GV AND FHA MCI HANDHOLE. J/ _ CONTRACTOR TO . COORDINATE WITH MCI. PROPOSED TREE LINE — — — — —UGP — — — — —UGP — — — — —UGP — — _ UGT — UCT UG _ T- - — — — — — — — — — — — — — — — — — — — — — yL-�' — UGT— — — — UGT— -•_ —UGP _ _ /0, S� CLINT W. •v )SIUFFLET >� .�G Lic. N S13se �42 8/21/2022 fit+ ..t� ,IL M E O O N � N C > E a E w E w v Q LL �O 3 p LL LY W L M d-V00 Z — in O d O N C7w N� a w v 30 x � UO) oR �LL w ,n i v ry Z O Fva� w M of [L � 00 � H- AM DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' (W GV/' J J P" > Z W J > V) a Lu W aLu ~ J m uj LL Q ��xx O W W W 0 J O O 1 ,O V / JOB NO. 40919 SHEET NO. C4.02 c 5 d z c L ' oo / / ��ALT N ��F ��i / ° / / RESIDUE #1 `:71 0 7 8" GATE // / VALVE fo� CLINT W. 0 918381 SF .� •o r. o / :c./2SIJJ.FFLET >� • l 0 0 ° "S/ tiONAi, 0 / 20' PUBLIC DRAINAGE - - S'C 0%" \p���1 EASEMENT, TYP. ` ������• ° / i / s- J� hr 0 DEDICATE EXISTING �_�- 8+00 /� ` o p O 6' i" J 8+50 50 M E ' PRESCRIPTIVE o 0 / o EASEMENT 17.5' FROM / oCENTER OF RTE. 631 T / �0 W N a.e . N o VDOT FOR PUBLIC USE / 36 19x0 R27T > E w o WPO BUFFER FUTURE TRAIL BLOW -OFF ASSEMBLY PIPE DEFLECTION / N T � Lu u > 3 / / CONNECTIONS WITH 8" GV; i Y p ' " ¢ a o 3 p o ° STUB OUT WATER ] ' No w O m THREE -BOARD 8"X8" TEE 13 � � W t ,.� PUBLIC DRAINAGE & STORMWATER / ` LINE FOR FUTURE o /' GRADING W � V s O FACILITY EASEMENT / \ FENCE DEVELOPMENT ° # "NO PARKING" EASEMENT a > o N CL / o RETAIN# G WALL / + RETAINING WALL. 20' ACSA 51 / j SIGN R7-1 W w'm a y EASEMENT 8" DIP z „ v °' o MA/ 3.5' HEIG T O 8"X6" TEE, 6" 0 '9 V MAX 4' HEIGHT �! 20' PUBLIC DRAINAGE 3 O x to ' o / "NO PAR G" EASEMENT, TYP. a w p 0 o FUTURE COMMERCIAL ENTRANCE, GNAND FHA O PARKING" J w o RETAINING WALL 2. BY SOUTHWOOD PHASE 1 - o R o MAX 4' HEIGHT BLOCKS 9, 10, & 11 PROJECT ) SIGN R7-1L � x v N z ' °° ' o / SIGN R7-1R = v ¢' O o -- o D.jC PROPOSED "NO PARKING" , ° - a , 12 ~ Y rn U) ' o / ' o TREE LINE SIGN R7-1 /' �a5' N w o ' 0 / PROPOSED / . v M ° ' 92 99 LF CLASS`B BOUNDARY 0° ' / ' T/rE 2 PEDEST IAN / Tr 5 J ) LINE (TYP.) Ox \ / /L 20' ACSA PROPOSED ' o ' /ORAIL DRY SEMENT TREE LINE \ / / °° - /0 20' PUBLIC / /POND / \ \ \ o ' I 1 / o / DRAINAGE / / / \ s / / `\ \ \ \Ln Q �o EASEMENT, / / / \ O �J o ' I ■ 1��RI�(f°TEACCE�S / TYP. \ �lx00 / 1 x\ \ m o EASEMENT p ' 1 5' SIDE /y� ' J Q ° SETBACK / / 3576 SF4000, / o / \R01 0 0o / \SETB /. > I/o 3901 SF ° \0 0 / NO PARKING" ,/`1' �� I K I A z .\rI �o SIGN R7-1_ DATE /oo 5/8" METEg"NO PARKING" > o o° SIGN R7-1R 3/9/2022 o / D°o /-�. � DRAWN BY 0 0 LOT1C "NO P GRADING / o 3892 SF EASEMENT ` °00 // `5 SPEED .\ C. GAYNER � 00 4" SANITARY LIMIT SIGN DESIGNED BY /'° ° ° J / RAIL �' / PEDESTRIA LATERAL EDI AT F +STING- oGHP� / 'BUFFER \ CONNECTIO \ (NP/ x\\ I \CST\ •• C. SHIFFLETT /\ � &� ° / / \ \ AREA LOT 1 D 8"X6" TEE, 6" I I I CHECKED BY — PRESCRIPTIVE o / \ \ \ I \ • 3829 SF GV, AND FHA I � � oN�— � EASEMENT 17.5' FROM° / / \ . d I � � • C. SHIFFLETT — OHI�� ' � CENTER OF RTE.631 fO , \ 5' SIDE g VDOT OR_PI LIC I�SE� / / LOT 2A E �Bj o PROPOSED I \ UST • • SCALE _ i \ 4425 SF \ I TREE LINE \ _ / ° / / O \ TIMBER STEP \ \ / \ 1 "-30' 2 P r8"X8`., v, _ o O 15' PRIVATE SANITARY j _ o a KING (TYP.) TEE ' 8' x SPECIA LOT 40 AND WATER LATERAL I `� - - - - - YNCHBUR G ROAD ° LOTS 8-9 OLD R \ 8 6" TEE, 6" e 6 ° r� / 10 940 SF EASEMENT (TYP.) I I J I _ - D Lo / I STATE ROUT W pTH) ° / 4087 SF 4 / 6 5' r- 25' MAX. FRONT 10' PRIVATE I • (VARYING R/W _ may° / 25' AX. FRON MIN. FRO \ f O EASEMENT I I a L J 20' PUBLIC \ SETBACK TYP DRAINAGE o SE CK,TYP. ETBACK \ / 2. LOTA/ W - - - - - - - - EASEMENT o DRAINAGE - LOT 3 \ T 8''GV 5' MIN. 5 ° 1 I 3810 SF — I. _ - - / 2455 SF W I / \ - - j � � ,4SEM ti�oo R25' SETB ING" 'NO RK1NG'- LOT4 \ �' Zax00 - SIGN R7 1 UGP- _ ( I / I UGP ° 1671 SF ` J J � S.TO P ZbT 11 I / o/ 40' \ \ - �' \ SIG SIG 7-1L LOT 10 _ PROPOSED � C,-1 � 2813 SF 2891 SF � • EMERGENi� � � - r, J o / , LOT 5 ° �� 0 9 R25' y SLOT 8 LOT 9 3' SIDE i TREE LINE �� j , 1827 SF /'ZA+S SPf 2830 SF / PRESERVED o LOT 6 iDING % i 3561 SF ETBAC ^rn,rr I - ACCESS EAY . I EASEMENT L J / S \ STEEP SLOPES o ° j 3'SIDE / 20 /' / c 0G� 'NO f � / ° IGN 14' �a UGT� �L i U�� / 20' PUBLIC DRAINAGE (TYPICAL) o o \ \ SETBACK /gk a �� 10' PRIVATE I - _ _ �� ✓ X� EASEMENT o ° / / \ / / DRAINAGE I U�7� _ - — — UGT— �X " . , ° o /OC' 6 : / 28' 6' ' mm•^ EASEMENT 8" YARD STRUCTURE E - - I STREAM 8 EoR LOT 6B \ ( 8'x6„ DRAIN (TYP.) (TYP.) Z Q 3002 SF / 4Q.1' .. •. ND PARKIN \ TS&V (2) 11.25 6" HDPE J \ W a SPEED \ xy0 SIGN R7-1R BENDS/(3) REM L �< a / LIMIT SIGN 6 / 20' PUBLIC DRAINAGE ' �' ' � (NP) I / - C. / > / 5' MIN. FRONT/ / / � EASEMENT, TYP. n � _ / BOLLARDS WIT } 0 0 / SETBACf �' V D I I I /\Lu 0 0 / o \ . 1 i 3' SIDE o� 55 PRIVATE - �KN� X BOX c / / a J W �\ SETBACK16, o 5',, ALLEY / �/ � PAO(R2R)KPILNAOGTSSP7AAC-7ES\/ 'rOx0O 0 \ TBAr K/ 2146 SF 41 " 6B+LArIzL1LEY RALLPLANTING 5' m$FH STRIP -ACCESS a I- J LOT 7B MERGENCY j // W Q ;;° , I c 110 �S c/ / /\ SAME 1616 SF SETBACK e EMENT y �\ LL O / A R218' PROPOSED \ od LOT 6 �\ /Y,DT 71 -7C \ 8' I - / P / 2�0 $P' 1614 SF (7) 6'I RIS RS WITH TREE LINE \ \�� Z �` 3245SF INTERIOR 8' ✓ x O HANf�RAIL 6' PLANTING / /0xh N(SPARKI \ GARAGE o' "NO PARKING" i c _ — — — — /UGP— — —UGP _ _ / STRIP O� L \IGNR7-1 \ cn�l I 18'.: 0' 18. B MPER______________ 0 5' o (TYP.) + CONCR TE OP 3' SIDE z� GN#R7-1 B OCKS (TYP.) _ LOT 6E \ SIDEWAL • . ° ; l5�DJP \ \ �:. SETBACK # — — w— — — - — w— — — — Q I \ \�, WATE'F,2 i " �I 6 6"# 10; I �—w----_w--- 5' MAX. 2877 SF \ :.:: �O QJ ; : \� / INE,' LOT 7E R SEftS WIT BP) l WH RTON DRIVE - - J 20' ACSA a ° ° h0 / 2154 SF LOT 14 HANDRAIL o - T Q ti FRONT x \ / .\ 1838 SF # 102 SETBACK, \EASEMENT �\ CONCRETE 'LOT 7F 3U w CON O #11 OR TRASH 13 \/ R # 5' REAR ; 10' PRIVATE I / p 16 SF 5 EA ' LOT 15 BI4 R399• G(j / ETB}� 1617 SF o SET CK SETBA K . DRAINAGE ` 10' PRIVATE of EASEMENT 6' JLOT 7G > e' 5' MI f FR T +a= - # STAIRS. REFER: NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. L 7F1. DRAINAGE �$' -5 I I THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND G 28 CG 1 ; 1613 SF / EASEMENT 00 :: TO ARCH. PLANS:: TYPEIII xh0 T921 S3 SID / / NO PAR I G" 5' z a 5) 7" RISERS II FOR DETAILS: VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL BARRICADE SETBACK \ 5' REAR SIGf)1 R7-1 y I� WITH F�ANDRAIL �t o R25' S' LOT 16 # z 8"X4" TEEE, 4" GV, 00 .,NO �k 4 k 1617 SF# .5I'4M�ETE ONCRIfTE PADS I U AND 1 R " 6 TEE �` \ / 5' FOR TRPfSH CAN - -� - - STUB -OUT PA KING" �v� AND•FLiA 47.9' L� STREET SIGN # LOT 17 # I L I 0 `°• S#cN I` ..4 1617 SF 1.25" WATER LI E _ - - 8 X8 $ 0• R25' 20 RCS N SPA E 3g� + RAMP WITH TEE 2 6A E�ISEME a 5' REAR 155 SF N # HANDRAIL �. LOT 18 I 1" METER NT G CONDO #3 SETBACK 5 2352SFI ` ST TAINING RI 33.5' --- 5' �I RE RET. A/ LL 51 CONCR E WALL— / CG-1 s MAINTI S 6` C1 r LOT 3 � � SCALE 1"=30' roe rvo. 1 (JNUH n � 28' ' . SE BIACK - D , Po T a 468631SF I 40919 S a \ RETAINING \ 3' SIDE z I 6"X2" CROSS L - J , 0 30' 60' Y C ALL LOT \ SETBACK 6„X2" TEE - - - I ^ \ / sHeer No. RDA \ 22. v 5 \ FRONT 31 !0 NO PART G" t o BV ND+ a 5° RAQK 5 b, 2" FIRE LINES / it NAME SIGN \ + x> 18„X WITH 3' MIN. I KEY PLAN C4.03 T L — — / LOT 4 / / 2N S.TO "NO RK1NG" SIGN R7 1 00 40' 1671 SF \ �' \ SIG SIG 7-1L LOT 10 ZIT 11 ��ALTN rrrrr \ PROPOSED °° / O LOT 5 / / 28' / 9 R25' / t�G 1 LOT 9 I 2813 SF 2891 SF `fit (IF. trr \ / TREE LINE // ic� LOT 8 3' SIDE I ^nrrrr �� /� i / a 1$27 SF / / ZA 3561 SF 2830 SF I ETBAC �' f;Z \ PRESERVED ° \\ / NO I I CLINT W. y 0 0 / TSIDE 20 IGN I / �v 2SI�JFFLET >0- STEEP SLOPES ° / / �" 20' PUBLIC DRAINAGE (TYPICAL) 0 ° o j \ \ SETBACK / �25k a.' o� 14' y l/ F 10' PRIVATE / �-o`Lic. Pl . s4aee a EASEMENT ° o / \ / / G 0 6, 'aa DRAINAGE $„ YA ID �Q 8/ Zk/ 2022 ° / \ 7 "C 9 C 6 / 28' 5 mn,, I EASEMENT �i c SCALE 1 "=30' STREAM B ER LOT 6B DRAIN P �j S 3)02 SF / a9.�{ . ( NO PARKIN \ 8 X6 (2) 11.25 T HDPE I ':'::'. (TYP.) ) �� S/ONAI �1,% 0 30' 60' ' SPEED \ ,' xg0 SIGN R7-1R TS&V BENDS (TYP.) I ~��, LIMIT SIGN /' 6 / 20' PUBLIC DRAINAGE _ _ / 5' MIN. FRONTi r ETAINING WALL. 0 ° / / i EASEMENT, _P n / /' o / SETBAC15 �" G1 M o ° - i" 3' SIDE o� PRIVATE - o E KEY PLAN % / MAX 4.5' HEIGHT / I M o BIORETENTION 1 0 0 ° j/ / >, 6 / SETBACK6, 0 5' ° _ _ ALLEY ry o o /•QNT PLANTING - _ / 0 ° / PARKING SPACES x00 TBA K 5' STRIP 6{61/ F� E .S .'LOT 7A - - - - - - - _ / R3' _ ° / f° 0 / ` 2146 SF 41 R5' P BLIC ACCESS w _ ;� vp / �� OR LOTS 7A-7 ti GG / I MERGENCY H_ w .6 3 404 LF CLASS B TYPE 1 PRIMITIVES j// LOT 6C / / A .' LOT 7B :�SEZBA K EMENT H_ W a 3 TRAIL.. ROUTE .LOCATION OF MUL / /c�k 110 �S K / TRAIL. ROUTE TO BE FIELD IRI�ATED / � / SAME 1616 SF R218' LL o / ` TO ACHIEVE RECOMMF,fiDED SLOPES /� . ,1� LOT 6 \� /l1OT 7D LOT 7C \ $. PROPOSED W t i / AND TO AVOID EXISTING TREES ° /\ ` 3245 SF / I w .. ` 2 0 SP' 1614 SF (7) 6-1 RIS RS WITH a TREE LINE a J - N /r C `� / , / INTERIOR I HANf�RAIL 8 F. $ N ��cc "NOPARKI \ / I pP a / LARGE�YTHAN 8" CALIPER / , 1/ 6' PLANTING / 9 �x , \ GARAGE o' "NO ARKING" W ry a STRIP 5' s �' \ (TYP. + I v o IGN R7-1 n�1 18 . 0' 18' B MPER z P 01r / Q ) D� SIGN R7-1 0 - cI "¢LA 3'SIDE o CONCRa O z� I B OCKS (TYP.) 3 O x In ° / / /` ` k �` •k k ®� LOT 6E \ S DEWAL E SETBACK �. jk.` `k 5' MAX. 2877 SF\\ 9' O�QJ O 10' � x C" z FUTURE TRAIL ° / f •. /� J �/ INE,' LOT 7E I RISEF#S WIT 8 v > O O CONNECTIONS o / r` / 2154 SF LOT 14 I HANDRAILP) ¢ Ur o / `% ,� FRONT 20' ACSA a "" h� I I • :CONCRETE F Y rn ' x`' / \ 18308 SF '102.1' ry > / i��+ ETBACK, EASEMENT x m w 0 • �k ' / / \ I w CON O #1 :FOR TRASH GARlS 10' PRIVAEASEMENT / o k/�� // P. \ 66 / / 'LOT 7F / / 30 I z 5' FR NT 5' REAR ' o o ` . / 10' PRIVATE o \ .,( ✓ 0 y 1613 SF \ S''FiEA ' LOT 15 I o w ° ° ' : Ft399' G J, 10' PRIVATE o g SETBA K DRAINAGE o , ,J'k• , Y G' / iq. 1617 SFI a Oil SETBIACK ti `o ° o /�/� ZEAM BL 6' LOT 7G > g- 5' MI FR T ++- 1 STAIRS. REFER EASEMENT o `3 28' Lf 7 / / DRAINAGE . •,2,8'. w = �• 1 0 ° / G 5' CG 1 ^g21 SF ; 1613 SF \ EASEMENT m I TO ARCH. PLANS:: IN ° / ` / NO PAR I G" z_ a 5) 7" RISERS POR DETAILS 000�0 °/ ' -� STORMWATER FACILITY TYPE I /�kh0 P) \SL SETBACK \/ 5' REAR SIGN P7-1 S y WITH NDRAIL o :. FA FL ° BARRICADE LOT Z I 8"X4" TEE, 4" GV, _ 5': y, �� � U AND 1.5I' METER o ACCESS & 20' PUBLIC o R2O \ 1617 SFI I 49 DNCRCTE PAD o 0 � DRAINAGE EASEMENT o STUB -OUT o "NO Xfi"`I �E` � �k - t \/ / 5' .. I FOR TRT CAN ° ° STREET SIGN PA KING" �� �Np F�{q 47.9, �� _ I� �o BLOW -OFF ASSEMBLY; FER S N7-1 L = 9TOp ` • , , / LOT 17 I o 0 0 '0 BVF PUBLIC DRAINAGE & STORMWATER STUB OUT FOR " GV SICSN I` ` . 1617 SF I I I 1.25' WATER LINE 0 p�o I FACILITY EASEMENT FUTURE PHASES 8"X8" 0• ' Zp ACS ) w 'o ° NNI TEE 20 R25' . t` • E SPA 36 '+ A RAMP WITH � 0� I 6A �aESEME k = , a NDRAIL < 5' REAR 155 SF LOT 18 I N t I NT G HA CONDO #3 ¢ O 2352 SF I I I I z Oka 000 SETBACK 1" METER 33.5' I STRI RETAINING p CG-14 sl AL MANT��AS 6° t 5�CONCR E WALL V7 DATE iI / 5 LOT 3 > ° �SIDEWA 1 P) SIDE D I 46863 SF 3/9/2022 6 28' SETBACK 5' z I 6"X2" CROSS O 5 RETAINING \ SID } DRAWN BY 5 ROA S ° b BALL LOT \ TBAC i 11 5°+22 5 6"X2" TEES 2" FIRE LINE /fiINJNG WALL I NAME SIGN 5 FRONT 3120 \ N a WITH 3' MIN VIDE C. GAYNER / "NO PARKIN �� BACK P:). REFER T ARM G I + OP „ B END SIG ♦�7 1 8"x „ V I E 6" COVER, PRO DSCAPE P DESIGNED BY / SIGN R7-1L \� LOT 19 GV, FHA 10' PRIVATE V MIN. VERTICAL • � TAILS.' I I 't SPN PUBLIC DRAINAGE & STORMWATER Yoo 6 5 / 2352 SFI RAMP IT ' DRAINAGE I SEPARATION C. SHIFFLETT I FACILITY EASEMENT °JI, \ EASEMENT FROM OTHER • LOT 25 A.. ESS EASI EN HANDRAIL CONDO #4 UTILITIES CHECKED BY / 6' PLANTING \ ° 1560 SF 20' PUBLIC I • LOT 20 1 - 4" LATERAL 1 25" WATER 1(LfJJ �Zi W,SPN / 3 Lu s U) LU Iz 1= IC) 1� STRIP (TYP.) DRAINAGE / SPEED EASEMENT 1617 SF I I W �R LINE • C. SHIFFLETT $'REAR LIN / 20' ACSA LIMIT SIGN 5 LOT 26 1 + • • SCALE EASEMENT 31 ` 1357 SF 25' MAX. 42 I / 20' ACSA 5 FRONT LOT 21 I I I 8"X4" T E,24; 5° BEND • 1 "=30' EASEMENT SETBACK, 1617 SFI t� " x LOT 27 GV, AN 1.5" CONCRETE PAD 5/8" METER o 1357 SF TYP. r: /8" MET ( ) ATERI METER FOR jRASH CANS • • � STAIRS. REFER ' ° (TYP.) 5' MI RESIDUE #1 "NO PARKING" \. I c SE PBA LOT 28 LOT ARCH. N. 18 : • 22 (7) 6" FfISERS TO FOR DETAIL$: / SIGN R7-1R 1696 Si \ 1617 SFI + W/ HAIDRAIL' 918381 SF TYPE III / CONDO #2 5' �-.�.�20' 18.' / �t1rTAJ l G "NO A KI G" 8 / W BARRICADE 25 / 1 (j:2 O'PARAL'PL :• :• V 32 / LOT 29 1FVA1 L. 5' FRONT STUB -OUT \r' 1702 SF LOT 23I�N -1 11 1 SEtTBACK PARKING SPACES, FOR: STREET SIG 1837 SFI I I o I LOTS 8-9, 13-23 a o 'MIN. FRONT + \o + SETBAC v LA ERAL 5':REAP-* BLOW -OFF ASSEMBLY; 8"X8" L S TEE -. R25' 3' SIDE I PCCE ISWA 5 CQNCRETE PAD:,.'10 STUB OUT FOR LOT 30 / SETBACK :FOR TRASH CANS FUTURE PHASES 1358 SFRj,R15' (7) 6' SERS 10' J 8' 'GV 20 HANDRAIL:. S Ei + WITH HANDRAIL �9 yp- �I LOT 31 SPEED LIMIT SIGN (. ) 1 ANDSC/#PEALAN C7 I (4)6" (SERS WITH 'REAR PROPO D:: > \� 1353SF ft;0E7AILS:'TY U 20'ACSA l: HA N RA BOUNDARY 9 x D R15' EASEMENT 6"X8" TEE, 6" �so O 3' I 8, BYLINE (. Pr ' GV, AND FHA LOT 32 ETBACK 43 I ow DRAINAGI :: .OUMPER 25' MAX. FRONT 1501 SF WALL o I BLOCKS (TYP.) 0 SETBACK, TYP. z - ... 5' Z R5' 20' ACS \ I I 1.8,; 5.81 LOTI34 34 � J EASEMENT S \ Uj 37971SF � 1) PARALLEL PARKIN v 5 5' TYPE III Q } / c SPACES FOR LOTS �x ACSA MAINTENA i \ 3' SID BARRI,,ADE G U) OT 39C25 32 / �O EMENT EASEME T 28' PET B CK 65.160' BLQW-OFF N CAP 'NO RKI ^ LOT 33 I ARV J w \ 4118 SF �� GN 1 \ \ 25 ASSEMBLY; a SE ENT � 3570 SF o CG-12 $I T STUB OU�PHAS O 2 \ 'MIN. F Y. 33 D Tl I1 CG-12 R2' fi 1 16 t� FUTU�t^PHASES m J i� N \ SETBACK \ °' SEMENT GRADING J \ �qR S, •.. "NO R30' 28 EASEMENT Q / W Q LOT 39B dA �C 6, �' PARKING" STOP FN O� \\/ 4102 SF / C SIGN R4 ' SIGN 200 0 STUB- O 1 k0 ' R�ET SIGN ^ UJ CG R7 LLEL 6 R �/" PARKIN S Q O NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF �'4*Op R2' WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND LOT 39A / 15 g�.� \ FOR L T 34 U 0 / 3596 SF / 1' 33A -� 5' Uj Q VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. \ '' R 25' MIN. \ l ' 3' SIDE ' 14, 1 +00�_ R184' o ETBAC 32A� \ i8 59: 30' �' PROPO D J TREE LE l � I ° o o 0 I ' l l 1 3 1° 1 ill I I 0 s 11 I WATERTIGHT o / I \ l MANHOLE I �- V_` LID oI Z l ° sP� J Vvv o SAN 2 II 1 c) \ \ 0 \ \� ° ° 1 `20'ACSA \� v uyy vv V o ' EASEMENT \ \ \ ° \ \ \\ \ \ PRIVATE 20' SANITARY SEWER INSET ` DAB. 2984Np. 688 � / LOT 38 � • : • - y'y � \\ \ / 1982 SF / 6'. a V V fj' MIN. ON 3605 F O PROPOSED ��\� `C STR \ LOT S :::'' SETB ETAIN G W O TREE LINE 2208 SF \ "NO PARKI � MAX GHT OPTION 5' IN: FEv T SIGN R7-1 40' &ETBAC R200' A'"SAN. \ , REPK Ig-011) \ 5' SIDE LATER LOT 35B PM B NEB SETBACK _ _ _ (TYP.) 4198 SF \\ O LtLi I LOT 36D / 8" CLASSIT ' _ _ _ _ _ \ \ 8"X8" \ \ / 4889 SF / DIP WATER FHA WITH I \ \\ TEE \\ LINE I GATE VALVE / LOT 36A LOT 35C 032 SF & STEEL PIL 4900 F \ \ I I S (1) PARALLEL / LOT 36C \ PARKING SPACES �/ 4794 SF LOT 36B PEDESTRIAN 0 FOR LOTS 25-32 I 4790 SF CONNECTION \ \ ,/ I AREA \ \ �/ 5' SIDE ^ ' PRESERVED I 5' SIDE \ \ SETBA STEEP SLOPES I l SETBAC — (TYPICAL) ( PARALLEL JOB NO. PARKING SPA A 3_3 40919 ` wive 000 OM low ` ` PROPOSED RE TRAIL ' SHEET NO. ` TREE LINE CONNEC C4.04 c a i c L ---- -- _------- -----_ _ — — ---------- _------------- J ------ - — -- • CLINT l 1 _ _ _ „l -- _ BLOCK 2 110.02'R/W - - - - O ° —0 2w 7 SIUFFLET >� pg3 --------- ----- - - - \ _ � 812112022 �v � SCALE 1 "=100' \ \ \ I o \\` / / _� — — OHP��� _OHT �� `sS 1' . \ NAL 00 / T\ / / 0 �p�1'- — - — —OHP— ,,•O01OCNN ���� 0 100, 200' \ / ° ° I 0 \ A - �pH�T� � a / 0 o - OHP 0 0 VDOT-SIGHT ° o MANAGED DISTANCE N� v Na EOrn \ STEEP SLOPES EASEMENT f i LOCK 9 ° (TYPICAL) EL ° /°°iBOCK 0� 5v=3. to° ` aLOCK 2 um 00 wo L_uj I II / O d' L s °0\ o °w 0 0 o / o CL o �„ 0`P� o/ BLOCK 10 �, no o Q o/QP�J w ° °0 Ul w 0 / o BLOCK 2 / c _ \ — ° °; 0 0 ° -/ - 0 �' I of _� �� ��_ ory Ej 0 o I i l o� / / �o vM — ` p ° l �° CLASS B TYPE 2 ,� c c n , .. i c -.3 �I o w \°\ PEDESTRIAN TRAIL ° �% I n IFC C - °' J o� V (297 LF) G \ 0 19,166 SF 0.44 AC. OF o _ _ / °0 0 BLOCK 2 INCLUDED IN % LO� U C�� — — —U y — — — e*s4 j j I u' , L� 0 0 /o THIS PLAN k\�J� r7---------- __ G // / o / o ,amp— - /� I l O` — f AN — — I / / I m / �° 0 \ o ( ° / / ' ` \ /� / �. 9— 1. / O —0H i' .. PARK \ O / J \ \ / - n ` > �. _— — o CLASS B TYPE 1 0 _ — — / (3940 SF) "�4 g PRIMITIVE TRAIL — _ 0 / ✓ I /n (405 LF) — _ —�� V / ~L \ o l l > 0 — P— w -' s._ � °� � I ,� —e .:' ..,:¢ E..... u �J—moo G C — , ¢� O � J1 _ �� 0 0 0 1 24,223 SF (0.56 AC.) OF / ;; 4'•' • "' L TRAIL _ 1 M r� 4 W ' u n , 4 v �z 0 0 0 0 0 ° BLOCK I INCLUDED IN / :.... '..:.;•:i • :o?:":i' PEDESTRIAN l .., 7 CONNECTION \\ I z o 0 0 o THIS PLAN ^ \ 0 10,036 SF (0.23 AC.) OF : :.: ;..� - - _ (115 LF) II / G / :v a"� I u P I - _ u?e 4 �i o I BLOCK 1 INCLUDED IN �' `' �•:•A' •`" � 11 / � p � l _ v GARDEN 0 J � I \ THIS PLAN ` P ao- / I - O � 5 \ i V 0 2 F :ia • '• 693 S \ I v,I - \ - I I i o I/ CLASS —W I I BLOCK 1 ° ;';; - nL7 v v � ' ° o 0 0 0 0''. TYPE 2 TRAIL ! -' v i Asa �s� N T U V • ° � LAY FIED° P I I r (4415 SF)BLOCK 3 i o IjZIa � i'�� � 9 '/ N V/ ` i�-7r- • ° I PARK l I \\ (2555 SF) I I i / / / �a �7 �/ �I BL o 0 1 TOT ' \ �\LOT o II d' (1866 SF) ❑ I � � l / / �'° /' / \\ \ / -� � C , ` o� • l� ' , ' �FF� / I • - -►� - _ °° ° , \ \ 6 BLOCK BLOCK 4 � ` 'o" °v� am o A A PRESERVED / (\_v STEEP o SLOPES \ /I O \ (TYPICAL) N yN J pCI�(A E) PARK / '/� �i _ G o o ( (1855 SF) B �K 7 ° ° ° 0 0 0 0 ° COMMUNITY - 1 \\\13 ^ ` \ O / ° o ` \ SANS _ O�O� o�c-o GARDEN I- / / \ V \ �'3� �, \ / ` \ V \\\ cc ° _ (985 SF) / \ — _ \ ° ° TRAIL / o _ 0 �A ��_ PEDESTRIAN CONNECTION \ �° °°E 0200 ' SANI.T• ARY WEREASEMENT °0 ° s� �,\\��V/A �J °O'688 �° 0 °0 0 0 0 0 \­�000 000 �°° WTT TlGHT/VENT/! ° TOP = 396°1 ° 0°o °° � o n10 Oo� 0 l.=390 � \ i 0o0°0 0 0 ° �0 0 `000°0 ' I_�\ �\ /j 0 / o v�13 ��'� C— �/ �' �qh / �� / // 0 7 \ �II° tXSANMH25 n o TOP= 396.2� �°o (WATERTIGHT) ° OD o . . Ll 06 0 0.=49.8 o c \ \\ III 0 ° ✓ ✓ \� > : v �� UGp A \ rJ o / V/ \t LEGEND ° / � / - J o \> m - 00 o / / ' \� O / ( <X> OPEN SPACE o° 0 0 ° ° \ F� 0 / 0 0 0 0 ° ° ° I I / \ NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS GREEN SPACE / ° 0 0 az \ li OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH ° 0 I\� 0 y BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING 3 / ° ° ° ° ` �� 0 Q — — — — SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH . RECREATIONAL/AMENITY / 0 ° I 1 �� 0 ® CERTIFICATE OF OCCUPANCY IN PHASE 1. SPACE p / ° ° f\,` I DATE 3/9/2022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' (w^ GV/' J w J LLJ O Z w J m Q w Q 0rn- LL W w z w 0o w o 0 O O 2 ,O V / JOB NO. 40919 SHEET NO. C4.06 c a z 0 d 0 3 c a D a0 o� 20z 20 o� T E O a c m a0 0 X3B O Z z„ O � a Hd `o2 Q ` n d m 2 Y � N X C do 0_ c E06 o 0 m a c 2c 10 a 0 a= A 0 m ° �0 nE H E L F- S:\103W0919fSouthwood_Redev\DWG\Sheet\CD\C4.2 - Gt{ADING AND DRAINAGE.dwg I Plotted on 8/29/2022 11:22 AM I by Catherine Gayner , - I I — 482, 00, / \ \ Ilin,i Y \ \ 1 / / \ \ if 485 If 498 I, /489— I II I I v V I A 1 I \\\� 4g _._ -.. �6'Q - / /// / �--\\\\\ 'I \? 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com DATE cn = cn N n II D O M r 0 z r O Z Z D NJ O '� y < y A { N < REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- 03\40919-Southwood_Redev\DWG\Sheet\CD\C4.2 - GRADING AND DRAINAGE.dwg I Plotted on 8/29/2022 11:22 AM I by Catherine Gayner -\— I 455 mom- — — _ — I''4////I \ /, /j, /// \ \ \ \ ♦\ \ \ \ `\ \ - \ \ 1 \ m \ /,/il/q/ \ // � � // \ \ \ \ \ ♦ \ \ ` Imo. \ \ P. 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I I 143 453 145 phi \ 1 ~ $m > o 1 / - ------ / o / } .to' MAX 4' HEIGHT / - _ _ ' ' / -1 v uj \azry.a\'\ 20'ACS_A 00 I 452 - - - LOCATION CD-1. o / / . 26.5 , O \ BVN \ \ \ \ \ \ 1 I I / , ' \ ' .EASE E / / ti \ \ ` 4" P DRAIN TO ^ o i - o DRAINAGE I - - - - I \ / I o \ / / / / , / , , , , I I I III I / w \ \ \ \ \ \ \ \ \ I / REST STORM /� / / o , ' , , ' I r / ' ' /'' —ROAD PRO ILE ON \- _ - - / o TYRI � / / / I EASEMENT, \ 1 7 \ � \ `` I I /\� \ � 451 _ SHEET C8.02. \ \ \ / _ ' Qr / // // / // / / I I l I \ RETAINING WALLSGHTW.. \ t130.o\ \ I / / ,------ -- \ \ a B' \ \ \ I O/I� l /���--------- 0 MSAFETY IRAI RAILING \ 26 1 \\ \\ \5� ' \ \ o o, /o/V p 9/ 27/.60' \ \\ I I , I I II -•I' ,'�///\ _\/\\_� , \- -_ -_ -�_ _ _- _ _ - - -_ -_ _ _ _ _ - l u H' w' 28.10, u /.o / ',' // / /' ' 414.71 I I �,,I I I / / D /0 // /g 2 \ \ hh \\ z //oi/ / / / / i �II I °p / // / / _ / 449 \\ 4"PVC D INTOI v - — — - / / , / , / I I 1 / I �1 ' ' / o / / / / �4 \ \ \ \ \ \ \ _ cn DATE 'O'' ' //'/ / / \ — / / / /III \ /' / /' �� '/' _ I \ / \\ \ I 1\ NEAR S ORM , / _ �'/�'/// / ' / / - -�\ \ STRU WK .SSE I I \\I I / I ------- -__ — -- 812412022 / , / / ' iyI 43 \ \ gOA �F O ILEION I x \ / - - - - - - _ _ _ o / o ° ' ' // ' / /' ' _ / i ' 43520r I \ \ 4 \ GRADING YH 18. 2. I 49 1 \ \ / } DRAWN BY / / o , / sw — 44g o \ I \ / \ r ' - /' ' / � * I / / / o i 9 4 / � / / / /' / 12 / / / / , / � - _ 434.70/ EASEMENT \ i /' \ \/\ C. GAYNER ° o %, /// / l ,/ / / / , / _ , // , \ \ \ \ \ \ \ \ I I� -I II \'\ \� \\ // - ----- DESIGNED BY 130 / / o / / , I / /. / I r 1 �r9 \ \ \ \ K / \ \ C C. SHIFFLETT o ' / % r , , _ - - / \ \ I I \ \ \ \ I - - - - - • CHECKED BY /��0�� '�/ / °o , r/ / / r // / // -_-- 4q \ \ \ \ \\ \ \\I \ \'\ v� a \ \ ` �� • C. SHIFFLETT ' i 6 / \ \ \ \ 1' \ `\ \\ ` —.—OH / // ///' ,' /' ° /r �/ / 124 / ,, ' / / // , - / I \ \ \ \ \ \ \ \ \ \ \ \ \ \ I1\ I �'\,, \ \ \ \\ I \ \\ W.OAK I // _ , / / / , \ \ I �\ \ \ \Yr • SCALE 'oe/ /LOCAT19N-1�D-2. / ' ,/ / / / 4 137 \ 5 R36 E A \ V \ \\ ,\ > \ � / '/ LOCATION OF CD-1. ' / 3.5 4S \ �\ \ W IVA SANITARY \ ' > / 4-` V TO-DR6YN TO 132 ANCD WATE LATERAL \ \ . 4" PVC TO DRAIN TO _ - _ _ / NEAREST STORfuL '/ ' �3 / ' NEAREST STORM ' ' - J l \ EASE�IENT�(Tl P.) \ \ \ \ \ \ \ \ J \ \ ` • - - - - TRUCTU�E. SE \ \ I V \ \ \ - - - - - — / § STRUCTURE. SEE ' _ - / 1�10 _ \ \ S 2. ' ' / ROAD PROFILE ON " 1- q _ % \ \ \ 10' PRIVATE \ I \ \ \ I \ \ 1I \ \ \ \ \� \ SYCAMORE �O 0 , / ' SHEET C8.02, i _ - — y` 1 \ DRAINAGE \ \ V \ \ l 414.1 EASEMENT \ \ / 20'PUBLIC'�_ O 23 / k`30 / /' /' �'�'' '� � 443 - -- // — — — — — — — — �— - DRAINAGE . , ui EASEMENT y - \ ` \ U _LOCATION OF CD-2. LOCATION OF CD -1. ? / ' ' / ' / ' ' . / - - - 4" PVC TO DRAIN TO I ` / / 10 NEAREST STORM %� I r, \ \ \ j TO DRAIN TO NEAREST , /' / / / /°9 / ' , / / / ': , - — — i \ �' . " STRUCTURE. SEE / � I �L J � ` \ \ \ ` \ �� I STRUCTURE. SEE ROAD / r / / , , i 12 N � _ _ _ � 141 �f' � ' / / ' / ° / , , / ' / '� SP - - - - ROAD PROFILE ON TrrT c GRADING \ \ \ / 'ROFILE ON SHEET C8.02. ' r o // i I +Ic I \ \ APLEEASEMENT209 SHEET C8.03OG% 'STFE\ CGl j i UOT� / % 20' PUBLIC DRAINAGE, / , o °/ / / O ' r / -- _ 10' PRIVATE - "s ' _ I / I �' —.ucT— —� � EASEMENT / / 1i3 ' / / �� / ,' ,' /� 439 ' 2I _ _ a - - DRAINAGE - - ? ,' -7- 454. \ ueT� —i ,' Ix Z g" YARD DRAIN (TYP.) _ - - -, C I ' / ' a- P/UB'LIC DRA/INAGE / / I/ i / / W > EASEMENT TYP. Fa J 2 w / /, ^O I I I I , I / T l � /"' / ' �� ' \ i'' \ �\' //' r I �► J J 1 � �' I \ /' /' / /' �/ / ' /' J m n/ b I / / r l , / / / �� /• JI A�0 V A Ic /' / / / /' ' / Q o $rmME ' h \ I / \ / / / / / /' �--I L co ui //- - ._'6 /5 I Q Z Z 436 —UGP UG� 1 N co (n I G) I rrVnn — 12 d i --- ��------- Lu 435 2P'ACSgr C �\ \ R-II 459 I E234 1ASEME Q N / / / 4 \ \ - - _ I _ �5\ 10' PRIVATE II 11 III/ \ — DRAINAGE I I v 0 / / 4" CLEANOUT (TYP.) . ` �_ _ I I j - - I \ 1EASEMENT o v I 4" PERFORATED SCH. 40 0'PRIVATE > a3$ I P I \ \ \ T' PVC UNDERDRAIN (TYP.) % - DRAINAGE - - _ I _ _ ` \ -. ' I I I 11 11 I NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE r EASEMENT I 235 EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR GABION BASKET - I p5L I I I DAMAGE. � I D I 1 , / I r--� (n)V \ ` FOREBAY WALL — I z I _ } I a 300 k 400 (SEE SHEET C6.01) 04 // ~ Ir- 05P€2'ES5 V& tZe k i, v i I,y Bills- LOCATION OF CD -'I. ' I r 239 4" PVC TO DRAIN 240 TO NEARESTSTORM Y/ STRUCTURE. SEE / / /� I / 2� SCALE 1"=30' JOB No. ROAD PROFILE ON i I 40919 / SHEET C8.03. I J 0 30' 60' SHEET NO. KEY PLAN C4.09 C a i L / / // / - - - 4" PVC TO DRAIN TO � LOCATION OF CD-1. / / ° � / / 211 21 — — N4NN• -------- - - - 4" PVC TO DRAIN TO NEAREST / / / / / / / /09 / / / / / / Cp NEAREST STORM -� LT N (�F •� STRUCTURE. SEE - • STORM STRUCTURE. SEE ROAD �-_/�\D\\I//I`/ \1/ \ \ / / //\////\-_ 9 /' / \.'\\// / \ \__1lIL\1I /I X/ /\'\ \/I \�\ /\,\W_ /\\ . l \\ %/ l l- \� \ /�-\N'-1\ -\-/I \// l�\ \N-\/ I I 'I / _ \I /'�'I I -1l \//'\i' ,\\J►1 /\?` I\, / I\�II/U ZQI I � 9 I \/ \o. /' \\' -/� I .\1/ I QI II I'I\\,// /\I ' \ /\/I\Y /�%\/'y\ \ i// /' \ ��� i /\p /,/\'4\ / \\- R- 1I\_ \ / I:I \ �\ - F\/\,/ L'I/I � -\ �//- \ /\p - °\//p/ - \/Y\�p/- ,/ \�/ L- /\LI1/ \/IoIP _ Li/ \/'I -- I\/N° I,/ 1\'/ P\i -\1I,I, _ 1l D/1I /�/ 1IEI GlI\I I -/ I1I 1 R .I \_1 /\ / _ ///-/1 - / -1 / / IIIII 1 I III - I I I 14/'1 I / 1I \ - /\ \I /l \I i \1 I- 1I\/_ I I '!I I 1 _II ,' II / , 1II\/ III \I \_ / , U_//'' �/I- '� ; / / I /-I/II/ I/\I I _- 'y-I I I / \--\' ///- /I 1 /I I I -I -! /_ \\ `c / / -I,I'/ /�II II I / / 'l I I 'I I// / /R\/ '/ /' 's1/ I //I � I// 1 / I' I// I /I /-/ o °/ / / ' I/\/ / ° / I// / \/ // /1/// - ° /I / / \/// I %/ \/I/ /° / // o''// / / /'/ /\1 / i/ II I/ /// I1/ I / / /I/ `' /// '\ / I / /l \-/ a �/\ / /, /// / \/// /, I6/I ' /I //// 3//1/,/ I _/ \ I// / / °I / /// I\I // "// / / /// / //// \ //// / '/ \/ / / //'/,/ dI / // 'a/ I /'� / I //\ I//,I /�/ i- / I/ / \ '�/ d// / /AI //\ / /1/ / // 6 a ///// /a\/ / '/ /5 la / /I 1// /S1/ /I a/ /1/d/\Q d p' l/ ,/1 N/ / //1/3 / / �/,id// /// , / \/l// / /� ,/\ //// �'/ ' I//' //''/a/a/ /,a/'//'/ /'/ ' //'\/_ / '/ /I / \I1/ qI// / / /-' - / J/, /_ , aa//\/// /// - \'_ ` /_ ,//./ ,/ / `- / / �_/ /\ / -'q/// _// /1� l!h- / 1/a'I s/ //\ q_//// - ,, 1�I/—I /' I '6/ S/ L 1'/ ///-/ //, /A - T'/ / / ,//1OaA//_ /2/-/'\l/.p/C0R-// �qI -� / �//, '/ q '\MC' ' / Aq'S//'/ T / E/WI' G// / P/ ,—//S�,/ NAS/+/ / / '' S"/''/A //iT_ A \ /1 L// /&/ E//// IL '/,-•/ // R12/�/1 II �/ 8// , 0'// /`F\ /U' //// A' /�''P/ •/ C/ '/U•' t''•j/ %�s' I'BIL//-I//.U� Z Oa IL , TS'1 I/// I�i 1/I YC o Pi' 0/ k'/1 / L6 / /I`l I IA// a / / 'RS/°� a'- P�IH,-II 1 R OIFjI-,L'E ON l// I SHEET HEET C8/.//1/0/S2.' '/ R/' O 0A_/_-SD_ EDa Ia PREON^� FIL-A-�E -- -_O,-gDN R- v I L6 l \ / / / /I '� /i / / / \/ � :•••'v•a�p�• G••J>S��� pww}� •�•¢>orvv O� /�NZ�k�A/1I2�a�ZH0•�>�� 2 � /oo cJQoZ�UV,Z/_ _ _ _ _ PREyER SHEET C8.03. CLINT W. %SjjJFFLET ,C>'STFEPS 09 0(YVPIfAI) 20'PUBLIC DRAINAGE Lic. P.513ee j OUTLET PROTECTION EASEMENT OP5, SEE SHEET C3.02 SCALE 1 "=30' S//TRAM B GABION BASKET201 202 FOREBAYWA. ,/' / 0 30' 6000 - yp) (SEE SHEET C6.01) 0'PUBLIC DRAINAGE EASEMENT, TYP. so 0KEY PLAN � u NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE !o OUTLET PROTECTION o EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR OP1, SEE SHEET C3.02 vE Lu DAMAGE. vcovy V) WFB vJ"PERFORATED SCH. 40 43uA vvN4o =x PVC UNDERDRAIN (TYP.) w Ln 404 U) o 1I \uj 234 o S 10'PRIVATE o_1OUT (TYP.) DRAINAGE CLEANOUT (TYP.) - O � o OPRIVATE EASEMENTFORTED SCH. 4DRAINAGE 1 ° NDERDRAIN (TYP.) EASEMENT 235 o ° �40� GABION BASKET o FOREBAY WALL zD I _ 300 (SEE SHEET C6.01) 04 o o _ DRAINAGE EASEMENT O �O° °, -20PI E 223 °° PUBLIC DRAINAGE& STOWTER 4) SEMENT w% FACILITY AEMENT' 224 / o/ LOCATION OF CD-1 Q C 239 / z 405 P8 240 TO NEAREST o DATE STORM STRUCTURESEE > ROAD PROFILE ON 8124120� = 27 2 406 SHEET C8.03. DRAWN BY DESIGNED B< UrV�' Y / / 1 O'PRIVATE - / DRAINAGE C. SHIFFLETT 456 EASEMENTFACILITY EASEMENT 0'2PUBLIC CHECKED BY 241/DRAINAGE 458 3EASEMENT C. SHIFFLETT k26 109 SCALE�EMEN LLI FC' 20'ACSA 20421 "=30' 225 EASEMENT 437 o438 b ull IL 1 440 44I I 4 8 / p63 RIPRAP h SPLASH PAD ZZ 20'ACSA EASEMENT / LIC DRAI AG LOCATION OF 4" PVC TO DRAIN 0 z TO NEAREST Z J STORM STRUCTURESEE Lua SEMNT ROAD PROFILE ce < W ON SHEET C8.03. w '/TARYSLWER JANCE, L7 0 z "IN Lu I GRADING 2vENASEMENT LL Q113 418 440.8O,W f / WZO I I I PARCEL �09000,00-OQ-001v0 1 I \ \\\\ \ \ I1 I o oLu SOHODGHARLOTTQSVIL EIC I o v_ - >/ I o It TW Q cc 115 �448.19' o /11 O ;50 o oi o I O Lu LOCATION OF CD-1. 4" PVC TO DRAINMQS SP 'TOP=407119' °\ TO NEAREST ANPVC °BSERVEDf STORM '// -394' ` /STRUCTURESEE V 198"PVC NE ROAD PROFILE l tP,20ACSA 2 \\ ` \ EASEMENT /r r-", /J 'PRESERVED \ \ \ \ \ \ \ �PEEr LO�ES'- \ \ \ \ \ \ _ _ _ _ _ _ _ _ -(TYPICAL) \ \ \ \ \\ \ \ \ \ ` \ \ - _ _ , / / JOB NO. \ o \ \ _ _ _ _ - - \ 1 \ \ \ \ \ PRIVAtT\E20'SANlTJ9RYSLrW '`_ - _ - _ - \ \ \ \ \ \ \ ` \ \\ \ \ - _ - t _ / / // / // 40919 N 0 I I I \\ \`\ \ SHEET No. \ D.62984.68 C4.10INS° 10 c a 2 c L V� CLINT W. �. i / / ,/ // ° i ✓ i \ ° / iv/, SI�J.FFLET >� ;Aft Lic. H . s4aee �a2 Co 812412022 �43• SCALE 1"=10' IRE 040*04 / E KEY PLAN I // � / / p / / / LU J V 00 Z \'�/ \\ V,/ I a {/1 N N R Ln uj �/°°p -'--- 00 �H O 0 1• / \ _ p 'I I. '°.` '/ /' / / / Y\\ \� ✓ \ / _ _ 3'--------------�' ° 0 DATE /. // .\ \ �' - \ / - I' - _ _ _ _ 1 I 0 8/24/2022 o // / / \`\ // \ \`\ \ /� \ \ - _ D - - - - --� - - - _ v } DRAWN BY l' p / /%\\ \\ `\` T/\ - _ _ _ _ .I I I 44728' - - - i47.112' •/ 1 I / / \\ `\ \ \,� \ / -• GFE=438.16 1 I C. GAYNER D 1 FFE = 448.16 I I D t�-L437.31'F- - -LOT . ¢ - 1 DESIGNED BY 437.93 1838 SF I I - _ _----12' _ _ ° • ° O I. b / / \ • / \ ` --_ I I - ____ • C.SHIFFLETT AX v I /� / �� I I 1 I / \ \ //`\ ��\ \ \ \ ,�� \ \ \ \ \ \ / / / / - - - -- i _ _ _ _ _ _ - - - 1 I - I • CHECKED BY \� / ° - - f J 1 -I- - _ _ °. • C. SHIFFLETT o 4 O I \ \\\ / \ \\ \\\ / \ ` ,� _ _ .1 1 D - _ • • SCALE 28, - _ vl • 1"=10' // , \ \ //\ \\ / d _ - - - _ •_ _ •_ ( GFE=438.99 1 I 448.19' + FFE=448.99 \ _ /o�438.1T 438.76' -LOT 15 1617 SFLU '-I-I ° \ •• x \ , o - - - -- 1• , I J \ ` \ . D \ . \ ` \ `✓\ \ \ \ -GFE = 439.82 1 I 448.98' �1 o e° TW FFE = 4Q.s2 D goo \ \ \ \ \ \ ` ° Q D - _ ��439.00' 439.59' LOT 16 \ I\ 1617 SF I \ TW k o z z \Ic \ /� \ k �\ \I'a �\ \\\ \�\ \\\ �/\\` �•- - - \\ 1 13.4' I W J I \ o 0o BW Q 433BW \ \ \ \ \ \ _ _ _ _ _ 1 I BS 449.66' LU .\-I - _ _ \ i I 449.88' / 7 L.L -I Z GFE=440.65 (r \ \ \ \ D \ \ I \ FFE = 450.65 I / / O �439.85' 44UA2' LOT 17 I I I / w Q 1 ° Bw \ Q \ , V . \\ ; 16175E ; I ED (7 I p Q lc 11 4 \ TW \ \ \ \ ° \ - \ \\ //' i // > O Q I 8 I F: \ Bw a3s.3a' W z w k �431.54' I L' k,433.61 O J U Q GFE=441.48 / I I I / o W \\\ D -L- I\'\. \I \\ ° \ \ 1 / 440•.71' 1' FFE=451.48 / I I // w 433 f49' / I \ \ \ \ I • 1 • I 441.25' LOT 18 / R�TAIWING WALL 0 2352 SF/ Mt HEIGHT = 3.1' �2 RETAINING WALL I / \� \ A3ss7' \ I / RETAINING WA L / / . MAX HEIGHT = 3' I I O 1 / /MAX HEIGHT.= .1' / BW / Bw I Tw D / �(tS 441.25' 445. 451.45' / ° / RETAINING WALL \ D \ / / / / I / O TW MAX HEIGHT = 2.2' \ p \ a \ / / / / . a a4ass' / / Tw Bw / soss' ` � I 1/ / \ � . \ \ ° \I I / � •� � / - - -i - - - - 1 448.1= � 2'/- B51'15 ` / ° I / ' ew / 444s3' / 7.5' BW hw / Bw 441 9 / 445.09' 1448.03'" 448.27' TS p 44 .11'. i -4 T / 438.8' / / / / / B / _ 441. ' 445:11' / 448.29' 451.29' 438.61' 439.97' 39. / / BW��/ / ..TS BW BW / / 445448.2T TV✓ x _ _ _ - _ _ - - \ \ v / / /TW 444st' t48.03' 4il.21' v T \ \ \ l I // . o' �: as .zo' / 44a.s3, 7.5' / / _ �\ � � Tw / TW / Tw 45221' / / / • g4a.96' Bw aas.lg . 'BW / BW 445.24' i Y 448.42' D v / JOB N0. D \ _ \ \ // / � / \ / / /' ET NIN r aa3.zo• 'I' I I 5214' _ 40919 RETAINING LL / . I RETAINING WALL I SHEET NO. IGH - 2. /MAX HEIGH = T.'/ f I / /� \ 439.29' // / / - i /'' . .' MAX HEIGHT='3 1 I 452.30' ,' / °. o C4. 12 \ / / c a z L -------------------- -------- ---- Tw / ' Bw � 14TW 4Bw~ / I _ - - ' - ' I / 6 BW ' ' / •���ALT N (trrrr 445.24' 8 1y6448.42' i ` .. v, _ _ _ _ - _ I `455.03' ■ / ■ ••� f /s BW / I - I \ / / • \�' t�� ; 443.20' Ii 1O0 I I i\i\i\ /r '• I tM I - a arb � • CLINT W. Z. / RETAINING ALL' / RETAINING WALL I I I� ® / :v iS1�JFFLET >� HEIGH 3'' / \ I' / 439.29" / ' qA2 . i • / ' MAX HEIGHT �3 es I I I _ _ _ • -off Lic. N . 54380 mar ' 452.30' FFE=45j.,(5' • ' • :321. 442.97i RE WALL/ r - _ _ - 1 ', ' i G 8/24/2022 �4/ MAX EIGHT = 4 h' i a ' /. I 1 D i 8° HDPEeROO •• sat' hG •r FFE=457.45% i . •• LOT19 GFE=443.2 I / \ ® DRAINAT2/o41AIN '� �0!�A�.F' �• Bw iw /2352 SF FFE=453.26 I I O �? o\ 455 �2EfAINING WALL SLOPE (TYP. �ti�11111N�� aaz.zs' / 439.83' % /. k / I y I I 456 MAX HEIGHT = 2.9' BW 28,. , /D/ q6g- P -457 a-s.69' / 439.7 /440.95%TW./IBS / 52.98 ` ,lRETAINING WALaaz. II453.21' - o o / ' ¢ o y / 57Ao" / > E / MAX HEIGHT = 0 8' BW / /. _ I / - E_ / Ny .44?/88' . FE=/35�4.003 I I / / / D. 457.88' 4 02' 456,98 ' �' / / _ ., 439.92' / / / A41.15' /. /. I I / I O Vj $ ' ' ~ U 6 3 443.80' L/dT 20 I I , / , o / T v I a617 SF I I / / / FSAN ` ' 458LL BS / 442.92' �'. / I / 1 I I / / / b 7.45 ' / ' / / W t M y"•" /\ / / / BW1.17' BW /' I I / / / 6 i - _ ' FFE=457.45' / FFE=457.45' w N -Li O / / Q-iVoo Z / �, / / I/I / I / - $ / a�Nry a 441., 5'44� / 442.10' T3 TW' 443.92� � - •/ , / � �'=�13.4' ' a 75 45'7.36' i z P i M 440.74' / RETAINING WALL 443.02' �d / 3 O n a � MAX HEIGHT= 1' / / // I I I D I a5614' a56.7s' i ix v LL 0 rw /' / I _ 457.36' 457. i i ,�_, U > O BS 53.84 __ 1 / b F Q u? 0 50, / GFE = 4'44.86 I I 494.01' i \ \ - _ I d d .co , .fir 441.14'\ 1 / % % FFE -A54.86 I I / / D 1 / `/ w W 444.02'' 444.63' LL,, I / Z 441.42' p. I 1 VT 21 1 I/ '� c i O 1_ .. b 457.00' b - w J 4 TC / ' 617 SF I/ I--r-12' � \ - ' i a45�s.79' a a5 z A7.56' > o F- BS 4'54.61' 1 TSui TS BS/- 442.TS \ D 41.42' I \ I / I Q I 458.03' I I I /. / d , I I / O LD BS / - Y a 54.68' I I 458.14' LOT 28 6 b I I / I 454.90' 169b t;F 0 / I I o I / I 458.14' w . / GFE = 445.69 1 I I Q / I /.' / w � FFE = 44230� \ I I I / 4 . $� I . 1445.46' FFE = 455.09 Z I Q / 458.01'� / = Q 1 1 a 1 > d 4574fP/ / ./ Z tJ 28' I LOT 22 I I I I I \ I / 1617 SF1 4�:37' O DATE \ \ 442.79' /: •I I I I I i 1 1 /° > � 812412022 DRAWN BY , C. GAYNER 44312T 1 ./ GFE=446.52 I I / 13.4f / I I ,/ ,r / qya .i •KETAINING WALL 'I/ FFE-/456.52 DESIGNED BY ss aa3s2 / AX HEIGHT =2:4' , I / - -/ cn 1 / • LOT 29 443.52' gyy , ( I I / I Z I = \ ° I / / / / • C. SHIFFLETT \ 1 �2 SF 4J 12' / / / 443.60' / .' .l ,5.Zq' I' 446.29' / I I / I I \ I, / / / \\ FFE * 444.20 I ' /. .D / .1 'I I�/OT 23 I / / 9 // I / v / ,'I / / d • , b CHECKED BY / I • C. SHIFFLETT ew sw' 837 SF 1 ,I D. / 445. ' I 443.60' I . \ BW • TW � / / . I / 1 / I 456.17'TS BW ' / SCALE 445.12' , Q 443.8T / 443. /. ��- ' - -1 I / ° / i , / / b, / • 1 ..=10' 12F- \ I / w TN TS 445.64 447. / . / // 460 / / I / / 460.14' / 459.23' / • \ FFE =445 20 44�.70' / / / Q 460.14' / I / 445-70' 445.62' / / I a ■ RETAINING WALL ° / LQT 30 M HEIGHT = E.2' 1358 SF / \ / ' ' / ' v' TS I / / ui 460.05' Bs / , 456.64' aae., eW / //, ' /./ . • � / , a � Q IF / J 444.01' / / / / / 6.23' .7 / i / / ,I , , LOT 31 / 446.,z• I / 1353SF / I p 'DP/. / `r•• 'a �I 2 / / p /. v o. / / / / , , l 1 Cp, . ? ' �r5 / 1 / / 460.14' \ TC I / FFE=446. S / / / / / / P/. a°i . ' 4 / / 1 , / / 460:04' . ./ 7 W I 446.19 /. . e}/ .D /- i / /D / Y / 460.14' / / - 63 BS / . / \ / . / p z � v / \ 446.32' 44/.12' \ / / // / / / I / / 57.88' / !' 459.91' °°0 4 .8,' / 7 T oo � 447.20 / / / / D / / / / / 4 / / I Q / 459.84' / 459.98'Lu b / RETAINING WA $ / / / / / 10 / / b / d ago > / M!)iC HEIGHT = Q 8 ' / /v 44s�Z/, / / ,D , j b I / b / b I oog 459 s' J v / LOT 32 / / / i ^^ 1501 SF BS Z 4 j6.77' 44 .8 / / / / i - - I / 460.15' Q l X / / TS v TS / / O / I / -1 T- - - - - / ' R O 3 ' / / 44827' / T9 3.07' / , / (`^, / / / % J L7 w � /. I '\ • % / / / / S 451.47, / BS , / D / V i , / / / 460 a9' _ - 46 .4T -1 BS / 453.17' e ° / / Q ``nn • ' / ,' / /' / / / / , / BSA 451.5aT /' 454 BS / , / / v / I / 458.19' / 461.47' / / I O V Q / •/ / • / / \ / , / 449.9T / / 4561.3T / 460.21' 461.01, 446.52' / , / / / / / TS TG, FS I `-____ T.S 7.87,. D a / / 1 / 460.2Tf w 7� v. I LOT 34 1 F , I Q 450 59' /\ / / / 3797 SF I / / U ui 1aD / 445.84' 'D I / / 452.90' T/l 4 10 I \, / / / // / / / / 457.50'// \ / E2�TAINING T 33 WALL \ / 35070 SF MAX HEIGHT 6 461 ° / / D 1 / Bw /452.52' /It / I T452.5 W \ \-� ❑ j D I / ! / 7 - N 1 tP I I. / o Lo / / D , °o - _ _ - - - N - -_ - SCALE 1"=10' JOB NO. og� °� I D I a 0 10' 2040919 SHEET NO. KEY PLAN / \ / I . 1 / d C4. 13 a i c L RETAINING WALL p \ / / > / TW / TW 50.99' D MAX HEIGHT = 2.2' / / D a \ / 1 - 444.96' /- - - 1 448.1 ' BW L; zN4�� Bt\yy / 448.42'/ r r -1 a 1,15 , /' I' p `,SALT N GAF• i0�t a41.05� / Tw AA1 / a BW / BW I1W / 8W TW , ' : �� \ p 445.09' I448.03'' 448.2T 451.3t' , CLINT W. j ° ➢S UFFLET >� pe9 / - C• i BS .4 t % _° °BW .91' - _'� / 44 .11` - °, b I b A� LIC. N . s1Jee �a� p / / / a / v /T / G 6/24/2022 4V; 1. 445:11' 448.29' 451.29' / I /%jj��� 53'J� b r' 441d3' / TS TW 448.2T 7V\/ \ / ON/j�, �� /TW 444.91' 445.091, 48.03' /4�1.21I v I \ a �N����1N��, 441,.20' / /444.83' - - 5 -4 Z ' \ TW ' S22t� y44ss' Bw 448.1 IIBW / a o 0 BW 445.24' i 448.42'- // i p N m aa3.zo' 'I I 52 14 ' �+ \ > E \ \ / RFTAINWG E D RETAINING WALL` 439.29' / AA2 . i '/ i I' MAX HEIGHT =r3 I BS / xLU 452-3 U di 44 :32' 442.97/ RETAINING; WALL/ r r - - - Q a o 3 / \ / MAX HEIGHT = 11' w O m ^� CWto, QJ V°o Z � LOOT 19 GFE = 443.2/ 1 I' _ ' \ d J - ° ° ° 1437.22' \ / / / / ° / / / 8W 4a2.29' ' . I /2352 SF FFE = 453.20 1 I / O I °� a > �p ry 439.83' i /' _,�' / I 1 / ° > L9 LU w M d Ex LOT 25 / 439-42' / / / a3s.7\ ,/ // / / 1 - ° / _ 3 O a' x Ln v uj 1560SFj / / / ./ I 1i p ' �� a;LL p 436.521 / \FFE- 9.50 / / / / / / BW 28' / 1/ 1 -�' � Q � v / I \ S v ry Z e / / I 52.98 i / 2 n _ _ D \ / ° / / RETAINING WALL/ ' / I / ' I Bs D v Q ° - -� / / / / / / 7 I / 453.21' u� LA ° - - - \ MAX HEIGHT = 0/8' aw GFE = 43e03 1 / \ TS D BS' / / / TW .44^y.88 ', FFE=/454.03 I / I / j` p ra v vuj /. I I / r�of 4at.15' / aaa.ao' L¢T 20 1 1 1 o S o a o w TW � � I /,1617SF i 1 / // ' SAN � � � a42.sz' . _ _ \ LOT 26 / / / 44 t17 6 ' IS 1357 SF /' / /\ / aauW Tw BW ' / 1 / I / / FFE = 440.50i ' / , 5 / 443.92j i / / v° a37ss' / / /// / �\ / 440.74' /// RETAINING WALL 440.02 s ./// - - j - I / 1 13.4' o 443 1 o I I p / S 53.84` 30' / GFE = 444.86 1 1 494.01' 441.14' I / / FFE=454.86 / , p 0° I > LL '/ . �444.02' I. 444.63' / Z = Q a3s.as' \ \ D / f DT 21 I 1 - /� ++ cn V 0 LOT 27 t ° \ �617 SF 1 / I �-12' \ z 135t SF o DATE \O FFE=41.50 a�8.7o' \ \ 1 \ I _ / / I / I I 0 8/24/2022 \ \ \ \ TS \ ° 641.42' I I I I 1 /�. /L 1 / = ' I O DRAWN BY 442.42' \ 1 D' Q / \\ � I i I• /l / 1 I / / i I ° C. GAYNER O IIj o DESIGNED BY \ \ \ LflT 28 \I 6 I i I I I I .l •I Il // I a5a.BS / ° 54.68' i I v 438 \� 4ao.5s \ \ 169$ \SF I I 1 o I I • GFE = 445.69 1 / I • C. SHIFFLETT FFE = 44230� I I I / I I Q i � I 444.8TI • 445.46' FFE = 455.G9 1 1 / Z I 4 1 I > CHECKED BY 28' . / LOT 22 I 1 I � I D • \ 1617 SF, 1 v k v D { , I 11 I p • C. SHIFFLETT 439.84' \ G5 \ \ \ \ 442.79' \ I l; •I I 1 I 1 I ' 1 p • • SCALE \ / \ aa312 n \ i AA5 _ _ 1 I 1 I -I a a ° 1 "=10' 7. 443127' I II ' / GFE =446.52 13.4/ / BS •-2ETAINING WAY C I/ FFE = 456.52 1 BS AX HEIGHT=2.4'. I 1 1 / L \ ego \ a \ LOT 29 a43.5z' Bw / I li?2 SF 444.TS l I I 443.60' / .' .1 445.7.9'I' 446.29' I I 1 / / \ui 440 Z/ L / OT 23 o ° v - \ FFE * 444.20 I -BW�I/ 9 / V aaos7 c \ \ I sw p a 5.�a' . j . I 1837 SF /� / p o / 443.60'IL . TW l ! .I / 1 / 1 BS / D. 56.01' v / / BW 4' I J I / I 456.17'Ts / 445.12' I Q 443 8T / 443 / ��_ L \ i 3' ,\ 442.92�. \ 1 I / 4 5:64' s - Lbw TW TS 447 •EFE = 445.20 , 446! 70' / 445.70' 445.62' / RETAINING WALL LOT 30 MAX HEIGHT = p.2' / L 1358 SF / // / 1 / l l / \Ak9 / / / v / I V Z LU ,,//, d ° }Ii / Q I„L. t 6.79' \ / / ' �/ / / I / / > V 444.04' I /6.23' .`7 / LOT 31 / 4as.12 9f a5 \ d / 1353 SFa / o. / FFE=446.7/0 I I / / / / �' 7/ to //. / ° / Q BS /' p a / W Q `�nL� �• V 44� s ° \ 446.92' . / / \ / ° / i / / LL Tw > C) 447.51 / / i W � W /FFE = 447.20 RETAINING WA $ / / / W LOT 32 M)?^ HEIGHT = g.8' / / / a e.�ZTV./, / / / I ° ! W 1501 SF'IT / / 0 TS v TS \ \ \ O I 443 .I 444.54' / ! nj / \ / / 3' / / / 448.27 / TS 3.07 \ \\ 1� BS 453.17' BSA '049.9T \ / 456/37' 460.21 // p�57.87. 45, 445.84• .\ lI l l 1. .p '. j\• 'r/ 1 / / /l / / / BW ' ' // 452.90' I �L \ / o \ / 1 l / / 457.50' / / / i F� TAINING x LOT 33 / WALL D . ' 1 I / \ 1 / / 3570 SF MAX HEIGHT r\P� 4"6' / , D 1 SCALE 1"=10' JOB NO. 40919 BW 0 10' 20' / \ //452.52' d TW . SHEET NO. KEY PLAN \\ I� I' 1 ti - I 1 f 1 \/// / / l // , I' // 452.5 / / ° \ C4.13A L o J f ° ° 0 0 �o ° / / o/ / / o 4 0 0. o 0 c�/o 0 0 0 / aft /'/✓i�� ---- /' / //i/'ii/� 91 1 1 q 1 / / /q' ,{I// � / / � , / / / / /j / / / /i w - \ \\ \ \ I I it I / I , ( / I rj i /0 O\\\/l/'1/l/ll'll//////'/A0r l \ \\ \\1 i,E an,la/nA11rA M/l!'///' \ N. \1 \ ll r - 1 ) I � I ) / I \ - I I /I � i IIII I I IIIIIII( I I � `V�////gr'e 4 DRAINAGE AREA 5 RA A - / TOTAL: 0.30 AC GIMP V ��--- ER IOUS: c 006AC, TURF: 0.20 AC-�_- _ WOODS: 0.04 AC > _ o CN = 68 ._ _ S r 0 f0 o 0 0 - d 0. I / // ///// /ice✓_i iii//j,// rI I ff / / ° o /ems/, DRAINAGE / i! /i J /% ° TOTAL: 7.01AC o �{ si 4 / _ _31j/// DRAINAGE AREA 4 // % //j _ _ _ _'ti IMPERVIOUS: 4.24 AC _ _14 r!!: TOTAL:0.63AC - � /.///�� � = �_�; �_ TURF:2.77AC IMPERVIOUS: 0.11 AC / %; _ WOODS: 0.00 AC 1 I- // _ o TURF:0.38AC -CN=83 0 WOODS: 0.14 AC i / III / Tc = 6.0 \i l l \l I I l l l '1- 1fl,CN=67 �\///IIII `�­- /,IP , /i//Tc=6.0-�dI l`// / // / ''�i/- i/ 10- Il r - 475 480 485 'I �I R IIII \ !,/�; ��� / / - --__� \ - - o t PRE -DEVELOPED ONSITE - '1 POINT OF ANALYSIS 2 \ _ \ J -� \\\ _ DRAINAGE AREA A V \ c \ 7 <: -Nj/ TOTAL: 1.80 AC iy�/�// I / I I / , 1 - q DRAINAGE AREA 1A TO, / //�/�� •""� - \ I I BIO-RETENTION #1 TOTAL: 4.48 AC, - //// \\\ \ IMPERVIOUS: 2.68 TURF: 1.54 AC �\n\ \0 AZ WOOD,' \ •p\ \ �,\\\\t CN = 83 III/Nl/jd/ s \\\ o,\ \ IC=6.0 //05 -IMPERVIOUS: 0.32 AC TURF: 0.24 AC WOODS: 1.24 AC PRE -DEVELOPED OFFSITE = CN = 67 DRAINAGE AREA B ` Tc = 6.0 TOTAL: 1.07 AC- \ IMPERVIOUS: 0.37 ACC / p0 xt(i1 III III \ yc TURF: 0.03 AC ZHARL !I: 9 0 _ WOODS: 0.66 AC l S{g = CN = 73 '� i Tc 6.0 ,DRAINAGE AREA 1B TO BIO-RETENTION #1 / \�W ; _-- - TOTAL: 1.52 AC IMPERVIOUS: 0.51 AC TURF: 0.00 AC %?-� %'%ice�iii� WOODS: 1.01 AC - b' CN = 73 Tc=6.0� .i � _ �, - /i : it / � /// /�% �- i -i 5/ - d /i � / - _ // i / _ / / // / //►•� DRAINAGE AREA 2 TO r / BIO-RETENTION #2 TOTAL: 2.36 AC IMPERVIOUS: 1.37 AC 'W11 �i''j; 3, all. \ 3STURF:0.95AC WOODS: 0.04 AC /j\. •\ \\ �� 1� ��� � \� CN = 82 '4,g �Y �•�s �a.� ��- _ as <-_4 - of 11 Tc 6.0 _ - POST -DEVELOPED DRAINAGE AREAS rX, s . `1 Syr 7 1� I' ?"I. \\, III /llZI1�1 1. WATER OUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED PRE AREA 1 (ONSITE) AREA = 14.75 ACRES IMPERVIOUS = 0.21 AC. MANAGED TURF = 0.00 AC. WOODED = 14.54 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.42 0.404 10 YEAR 43.82 PRE AREA 2 (OFFSITE) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 2.30 0.101 10 YEAR 7.18 DRAINAGE AREA ANALYSIS (POST -DEVELOPED POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED) AREA = 4.48 ACRES IMPERVIOUS = 2.68 AC. MANAGED TURF = 1.54 AC. WOODED = 0.26 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.48 0.510 10 YEAR 27.80 POST AREA 1 B TO BIORETENTION 1 (OFFSITE, DETAINED) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 2.30 0.101 10 YEAR 7.18 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA = 2.36 ACRES IMPERVIOUS = 1.37 AC. MANAGED TURF = 0.95 AC. WOODED = 0.04 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 5.77 0.256 10 YEAR 14.31 POST AREA 3 TO DRY POND (ONSITE, DETAINED) AREA = 7.01 ACRES IMPERVIOUS = 4.24 AC. MANAGED TURF = 2.77 AC. WOODED = 0.00 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 17.96 0.799 10 YEAR 43.50 POST AREA 4 (ONSITE, UNDETAINED) AREA = 0.63 ACRES IMPERVIOUS = 0.11 AC. MANAGED TURF = 0.38 AC. WOODED = 0.14 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 0.61 0.028 10 YEAR 2.43 POST AREA 5 (ONSITE, UNDETAINED) AREA = 0.30 ACRES IMPERVIOUS = 0.06 AC. MANAGED TURF = 0.20 AC. WOODED = 0.04 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 0.32 0.014 10 YEAR 1.20 COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) 1 YEAR 9.67 10 YEAR 51.04 FLOW THROUGH BIORETENTION 1 Q (CFS) 1 YEAR 2.28 10 YEAR 48.74 FLOW THROUGH BIORETENTION 2 Q (CFS) 1 YEAR 1.04 10 YEAR 14.11 FLOW THROUGH DRY POND Q (CFS) 1 YEAR 1.33 10 YEAR 37.11 COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) 1 YEAR 3.73 10 YEAR 88.93 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED < 0.80'(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + //�� `•QPRE-DEVELOPED OFFSITE "MAX (1-YR) < 0.80"(7.42 ' 0.404AC-FT) / (0.510 + 0.256 + 0.799 + 0.028 + 0.014)AC-FT + (2.30 CFS) = 3.79 CFS Q(1-YR) POST -DEVELOPED = 3.73 CFS OK NOTE: THE STORMWATER QUANTITY CALCULATIONS AND PIPE CALCULATIONS FOR THIS PROJECT INCLUDE ALLOCATIONS FOR 2.14 ACRES OF IMPERVIOUS AREA FOR THE FUTURE DEVELOPMENT OF BLOCK 12. STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTIAL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION BASINS AND A DRY POND. FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING THE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C.3.C. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. DOWNSPOUT SPLASHBLOCKS SHALL BE USED FOR ALL ROOF DRAINS. WATER OUANTITY ANALYSIS POINT 2 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE ON -SITE AREA A AREA = 1.80 ACRES IMPERVIOUS = 0.32 AC. MANAGED TURF = 0.24 AC. WOODED = 1.24 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 1.75 0.080 10 YEAR 6.95 PRE OFF -SITE AREA B AREA = 1.07 ACRES IMPERVIOUS = 0.37 AC. MANAGED TURF = 0.03 AC. WOODED = 0.66 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 1.61 0.070 10 YEAR 5.01 COMBINED FLOW AT ANALYSIS POINT 2 Q (CFS) 1 YEAR 3.35 10 YEAR 12.00 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST ON -SITE AREA A AREA = 1.80 ACRES IMPERVIOUS = 0.00 AC. MANAGED TURF = 1.80 AC. WOODED = 0.00 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 0.91 0.049 10 YEAR 5.35 POST OFF -SITE AREA B AREA = 1.07 ACRES IMPERVIOUS = 0.37 AC. MANAGED TURF = 0.03 AC. WOODED = 0.66 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 1.61 0.070 10 YEAR 5.01 COMBINED FLOW AT ANALYSIS POINT 2 Q (CFS) 1 YEAR 2.49 10 YEAR 10.39 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED < 0-80*(()PRE-DEVELOPED*RVPRE-DEVELOPED) / RVDEVELOPED + QPRE-DEVELOPED OFFSITE QMAx (1-vR) < 0.80`(1.75 CFS ' 0.080 AC -FT) / (0.049 AC -FT) + (1.61 CFS) = 3.90 CFS OK Q(1_yR) POST -DEVELOPED = 2.49 CFS FLOOD PROTECTION: POST -DEVELOPED Q10 <_ PRE -DEVELOPED Q10 OK 10.39 CFS <_ 12.00 CFS STORMWATER NARRATIVE ANALYSIS POINT ANALYSIS POINT 2 IS LOCATED AT AN EXISTING DITCH. IN THE PROPOSED CONDITION A CULVERT WILL CARRY RUNNOFF BENEATH HORIZON ROAD, RELEASING IT INTO THE EXISTING DITCH DOWNSTREAM FROM THE LIMITS OF GRADING. ANALYSIS POINT 2 SERVES TO ENSURE CHANNEL ADEQUACY OF THE EXISTING DITCH. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH A REDUCTION IN IMPERVIOUS LAND COVER. FLOOD PROTECTION REQUIREMENTS WILL BE MET BY REDUCING THE 10-YEAR STORM PEAK FLOW RATE, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C. 1. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. `, %!Il CIF ooj • CLINT �v )S UFFLET >- ;-O ' Lic. H 44380 �a2 i G 8/24/2022 lV �� r 5,!"' s ti10 AL'C�'�� M E Cl M o N N C > E v E w 3 H_ w v Q LL o 3 C)LL wO - `mom ° Ly LM d_j U00 Z -If; O O (A N (7 W N d w 30'x VO) w ur) i c ry Z O Fv> c V) w � M � 00 w DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFF1 SCALE 1"=60' l� (W V pm" Z � Q a- z W Z Q CwC > G w rLrun � V O� a J m Q WLL Q LJ_ W � O Lu 0 O O O 2 O JOB NO. 40919 SHEET NO. C6.00 c a i c L BASKET EDGE 24" LONG EPDXY COATED #4 REBAR UUTAMNATA �24 12 �-A1 STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1) NO SCALE RIPRAP-LINED PRE-TREATMENT CELL BASKET EDGE 24" LONG EPDXY COATED #4 REBAR MUTAMNATA �A1 STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE RIPRAP-LINED PRE-TREATMENT CELL ° - d / io 0 ° / ° 0 PROP. RETAINING WALLS, SEE TOP OF DAM = 426.50 SITE PLAN FOR LOCATION 8 EMERGENCY SPILLWAY, RETAINING WALL 1 45' LONG, 5' WIDE TW = 429.23 INV. 424.99 BW = 424.10 1.01' FREEBOARD RETAINING WALL 2 100-YR ELEV. 425.49 _ _� IMPERVIOUS CORE TW = 428.10 10-YR ELEV_424.87 AND CUTOFF TRENCH BIN= 424.10 3� CREST ELEV. 423.92 11-YR ELEV. 423.75 60" RCP RISER W/ TRASH RACK & ANTI -VORTEX DEVICE INV OUT 417.90 (24" HDPE) 6" PVC PIPE POND BOTTOM 418.00 1 1T91' - 24" HDPE @ 0.50% 4.2" H x 4.0" IN ORIFICE W/TRASH RACK INV = 418.00 INV 417.90 POND BOTTOM TO BE INV 417.01 COMPACTED CLAY LINERS 8' DIA. X 1. CONC. BASE NOTES: EMBED 6" IN CONCRETE 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL. 1-YR ELEV = 423.75 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN 10-YR ELEV = 424.87 TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 100-YR ELEV = 425.49 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED. DRY POND DETAIL No Scale o ° ° \ \ \o ° / ° 0 / o \\ \ boy 0 GP 0 0 \ / o o / / °o \\ / oo° ° 0 / / o \ / l0 �VDOT�SIGHT ice/ 0 / o \ MANAGED ° DISTANCE 0 / o ° \ \ \ STEEP SLOPES EASEMENT 00�/ +' 0°0 (TYPICAL) ° 0 \ \ ® °/ 0 w 0 + / 0 0 / + o \ 0 \ / 00 - 0 0 1 o STREAM BUFFER/ ° / ° / \ 0 FLOOD PLAIN ( �° I o ♦ / o \ - ° CONSERVATION AREA I ° ° \ ° o �� l °°/ 1° + I ° i/ \ \ \ 0 0 ° °/ OVERALL t ^ \ 00 \ /0 ° DEVELOPMENT AREA Ik`\ 0� o °° / 0 / c '� TOTAL AREA = 15.23 AC (� 1A� ° 0 0 0 0 0 ° IMPERVIOUS = .5 AC \ 8 0 / , ' PERVIOUS 10.47 AC Cv �� .off o /r IBIORETENTION #1 0 ° o o �_ �: ❑ o i c / M "� 0 \ ° f -/ a /aaa a a�a�/ DRAINAGE AREAA 00 ��a a A a a a a s a a a a All. J /� . BIORETENTION #1 + 0 aaaaz. ( I aaaa o'[La�a�aaaaaagla� / / % TOTAL =4.39AC �* / 0 aaaaa.. aaaaaaa' aaaaaaaaaa FORESTED=0.26AC _ I �aaa�aa'aaaaaa / �:' ��� o. o as Al SWMFOREST AND aaaaoaaaa (�PERVIOUS = �aaao aa. OPEN SPACE &AAAAAaa » "- _ -J IMPERVIOUS '2.83 C ]� I / ' o is A a AREA = 6.36 AC a A A a \ I I FILTER AREA REQ. = 3,626 SFJ ° +-aaa .�.'.'r a y /' \ Q a a .. s� �: P ^ --�- ')= AREA PROVIDED = 3,809 SF s +\ 00 RVCT + A a a I DRAINAGE AREA B ` I i aaa ) BIORETENTION #2 I - -- �o aaa ` _ TOTAL = 1.92 IN o' o o A A l FORESTED = 0.00 AC -- * a a a c. ° PERVIOUS = 0.95 AC' I �� a+ o A A A :..� IMPERVIOUS = 1.02 AC ° o ' aA A FILTER AREA REQ. = 1,570 SF ° + ° AREA PROVIDED = 1,587 SF 4. \ 3 0 a A ; ,AREA EXCLUDED FROM \ , oo a a �w4i\ QUALITY CALCULATIONS L 0 N aaa..... \^ A / AREA r �aaaaaaa \ y^ \� \ _ °� aaaaaaa. s � + ° �aaaaaaaa4..�.��.w,��a ° 1 ° aaaaaaaaaaa� °0- ` aaaaaaaaaaaa �oaaaaoa'\AAAAA 1 AAALAAaaaa I 3 ono' aoaaaaaaa4\ A g°o°o°o°o �•�•• r••• " u ° .i�p &y4= AA � a o a a a,a�p a _ �a'Sloaapaaaaaaaaaaaaa;...... • / > \ °o SAA. a�aaaaaaaaaaaaaaaac' ♦� •••• �• �r s + o �_ az;eapaaaaaaaaaaa.'. • D \ ° * �yaAa3-Z71 �s 'ate al�oaaAhD •1 •. as °o aaaa.4�a-A� ea�ao.... �4i• •• as °„�.caa3a,aaaa�� aFnaaaaaaaaa. • aaa °° �aaapa,00�S._ Paa oo �na '♦ •�•• aaaa i oa a `4aaa� aaaaa.'. �`aaaaa �. ° a�eaaa:�_ 4�9�aa ♦ �..�aa a'a aaaapp��� @oaaoaa oG ♦ v oaonoaoaa aaaa � p8aa. aaaaa AgAAAaaa / 42 aaaaaa ° + 4?O aaaaaa aaa \ 0 =UFcER PORTION OF FOREST OUTSIDE 0 OFWPO/100 YEAR FLOOD PLAIN a��aaaaaaaaaaaaaaaaa o as aaaaaaaaaaaa / / ° TO BE DEDICATED AS PART OF g o as aaaaaaaaaac.:^ 3 n ° MITIGATION PLAN ° oaa�� aaaaapaaaa' q 0 00 00 aaa�4a ls44�aa / ' ° 0° + 1 ° aaaao aaaaaa°n ° ° ° 0 aaa \ri 3 ° 0 0 ` °0 ° ° ° ° ° ° ° ° ° ° \\ \ \ 0 o • • • • • PARCEL 09000-00-00-00 /AO OOD CHARLOTTESVILLE LLC APHOOD MC` _ Q/STRICT DRAINAGE AREA C UNDETAINED TO DITCH ALONG OLD LYNCHBURG ROAD \'\ �' / - �** 1 60" NYLOPLAST BASIN WITH DOME GRATE - TOP: 415.00' STRUCTURE TOP TO BE LOWERED AND ORIFICE TO BE PLUGGED FROM SEDIMENT BASIN CONFIGURATION. TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK SEE STORM PROFILES FOR ADDITIONAL INFORMATION CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 "j BOTTOM OF BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6"PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 415.05 10-YR ELEV = 415.25 100-YR ELEV = 415.96 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 36" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 4.63 ACRES TM= 10,877 CF ' 1.25 = 13,596 CF IMPERVIOUS: 2.83 ACRES MANAGED TURF: 1.54 ACRES FORESTED: 0.26 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (5' X 0.4) + 1' PONDING = 3.75' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 13,596 / 3.75' = 3,626 SF SURFACE AREA PROVIDED: 3,809 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 13,596 / 3.75' = 544 SF SURFACE AREA PROVIDED: 552 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE tea. •. �I oa�j r N �o An v PARCEL 07600-00-00-05 N SOUTHWOOD CHARLOTTESVILLE LL Jo NEIGHBORHOOD MODj DISTRICT DB. 4706 PG. 198 mm 1s#II mil• • Mw 4 um qw qC W`woqMu7.t7 N + //� O _I �O j/ U C=� SCALE 1"=100' 0 100, 200' 36" NYLOPLAST BASIN WITH DOME GRATE TOP: 431.91' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK INV. OUT = 424.43 18" HDPE CLEANOUT RAMP SOIL TO LIP OF OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF D BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE "- 6"PERFORATED o 0 0 SCHEDULE40 PVC UNDERDRAIN LEGEND v v SWM FOREST v v v AND OPEN SPACE -PROPOSED IMPERVIOUS AREA AREA EXCLUDED FROM CALCULATIONS 1-YR ELEV = 432.01 10-YR ELEV = 432.50 100-YR ELEV = 432.98 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 18" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 1.69 ACRES T(V)= 4,207 CF1.25 = 5,259 CF IMPERVIOUS: 1.02 ACRES PERVIOUS: 0.95 ACRES FORESTED: 0.00 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 5,259 / 3.35' = 1,570 SF SURFACE AREA PROVIDED: 1,587 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 5,259 / 3.35' = 236 SF SURFACE AREA PROVIDED: 238 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE `, MALT {I 0 ' 00 :�� i• CLINT W. y: :v�)SI�JFFLET >: • • 'a Lie. N 54380 • r �G 8/ 24/ 2022 43 % 196.4es M E 0 0 u N � N 0 Q O > E v E w 3 w v Q LL o 3 p LL wO - `mom °' W L d VooM Z j � - in O O 7 N C7 W N 4 d w 3O'x VV) oa w mLL Lni ry Z O Fv> c u' U) w � M � a� 00 1 DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' (W V z 5W a > a Lu J 0Q� W _j ui O W ui 0 O ui I..f_ O U) O O 1 ,O V / JOB NO. 40919 SHEET NO. C6.01 c a 0 m 0 0 0 0 3 c a a0 o � -z 20 15� ' m 16 E_ a a0 0 � 3 Z z„ 0 � a � w F ° o� e§ 0 dm 2 Y X C do � _ m c 0 E `o 06 06 a � 2c 0m 0 C m 2 A 0 m ° m nE ON E F_ L o -- - - -- --- / (tE SLUNt / o - - - - - - - - - - - - ' o _ / '� / / / STEEPSLOP9S� / / ° / -0--- ' �/ / //� // / /// // /// /// /// (PRI=SERVE) / 0 o \ STREAM CENTERLINE ° 0000 40O 000 % / �\\�.----- � / / //// y6o 0 o t / ' / I / / / // // / /0 °/ / ' / 0000 ,� / / ' / - / / / / /STEEP/SLOPES o ° / f � t i (PRESERVED) / o ° O / 20 202 P�h / /00 � // // 200 / 0.0 j 1 1 / DEQ Virginia Ru ffRed nMethod New DevelopmaCR pikr Spreodsheet-VerSion3.0 r 2011 BMPSeandxdsaMSimtlfi a 0 M13 Drag BMP Standadv and Specifications / Project Name: Sarthwaod Date: 1 8/8/2022 BMPOesignspecipcatiom car: 2013 Draft Stds & Spea Site Information / Post -Development Project (Treatment Volume and Loads) / Land Cover (acres) / / / I 1 A Soils BSoils CSoils DS016 Tmeln Forest/Open Space (aams) - undiztud ed, rotetted forest/o ens ace ormforested 6.35 6.35 Managed Turf(acres) - disturbed, graded 10.47 for yardz or other turf to be 10A] Imperviousaover(xin) 65] 6.5] •ToresVOpm Space weasmust6epmNaNin oaoNmoe Mrh the KryiMa &arsoJJ lkduaion MRMd 23.39 I RInoN Cceffidems Rv Ili \ ��r I s= - �• pw LIN NI MINESIN Wki -�► / P 1ti7 401 /_Z 108 $. - - - - A, 435 109 - - SPPN . / BIORETENTION FACILITY 2 SCALE: 1" = 20' T Eli WE 1 WIN, D Canatanta Annual Rainfall (indasl a3 Ta [Rainfall Hem imhes 3A0 Total Phos hams TP EMC m 0.26 Total Nitrogen (M) ENE(nWL) 1.86 Target TP Wad(lb/aae/yr) DIX -Pj (unidess correction fector) 0.90 A Sage BSoBv CSoils DSolls Foanst/OpenSpaca 0.12 0.03 0.04 0.05 Mara elTud I ass o.2(I on 0.25 Imperviouscover 1 0.95 DIM 0.95 0.95 Forest/Open Space Cover (acres) 6.35 Treatment Volume 0JI05 (xrsR) Treatment Volume (cubic feetl 30,949 TP Load(lb/Yr) 19.45 TNIaac lb1,J 139.11 ImwmatiorW Weighted Rv (forest) 0.08 %Forest 2]% Managed Turf Cover (acres) 10.47 Weighted Rv, (turf) 0.20 %Managed Turf 4506 Imr,eiious Coier(acres) 6.57 Far (impervious) 0.95 %Inicermons 2W Site Are. (acres) 2339 Site Rv 036 Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE tail IMPERVIOUS COVER tail IMPERVIOUS COVER TREATED (act MANAGED TURF AREA (act MANAGED TURF AREA TREATED Jac) AREA CHI data input cells onstantvalues calmirtnmcell DA. A DA. B DA. C DA. D DA. E AREA CREM 0.26 0.00 0.00 D.00 0.00 ac. 2.83 1.02 UO0 0.00 0.00 M. 2.83 1.02 Um 0.00 0.00 W. 1.54 0.95 Om 0.00 0.00 a(. 1.54 0.95 Um 0.00 0.0U a(. OK. OK. OK. OK. oK. Site Treatment Volume (tt3) i-9 Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (ft') TP LOAD AVAILABLE FOR REMOVAL IIb/yr) TP LOAD REDUC ION ACHIEVED (lb/yr) TP LOAD REMAINING (lb/yr) DA.A DA.B DA.0 DA.D DA.E TOTAL S,J02 0 0 0120686.83.M 0 6.14 ]366 .38 Om 0.00 am 852 0.69 .2] 0.00 ON am &96 NITROGEN LOAD REDUCTION ACHIEVED(lb/yr) 44.93 1J.38 Om 0.00 1 0.00 1 62.31 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (lb/yr) 19A5 TP LOAD REDUCTION REQUIRED (Ib/yrI 9.86 TP LOAD REDUCTION ACHIEVED (Ib/yr) 8.52 TP LOAD REMAINING (Ib/yrl: 3 REMAINING TP LOAD REDUCTION REQUIRED (Ib/yr): 1.34 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (lb/yr) 139.11 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yrl 62.31 REMAIN ING POST -DEVELOPMENT N ITROGEN LOAD Qb/yrl )6.00 DEQ Virginia Rurwff Reduction Method New Development Compliance Spreadsheet - Version 3.0 BMP Design Specificatinns list. 2013 Draft Sttls&Specs Update SummaySheet Site Summary Prolew T,de: SDushwooa Prim Purview Print Date: 44T81 Total Rainfall - 43 inches Site Land Cover Summary A soils BSoils CSoils DSoili Tmals %dTeal Forest/Open (acres( 0.00 .3 0.m 0.00 6,35 27 Managed Turf(acres) 0.00 10A2 O.m 0.00 1OA7 45 Impervious Cover (acres) 0.00 6.57 0.00 0.m 6,57 28 23.39 100 Site Tv and Land Cover Nutrient Loads Site Rv 0.36 Treatment Volume R' 30,949 TP Load(lb/yr) 19.45 TN Load (lb/yr) 139.11 Total TP Load Reduction Required 986 b r Site Compliance Summary Taal Runoff Volume Reduction(ft') 12,068 Total TP Load Reduction Achieved (lb/yr) 852 Total TN Load Reduction Achieved (lb/yr) 62.31 Remaining Post Development TP Load (lb/yr) 10.93 Remaining TP Load Reducton(lb/yr) Required 134 Drainage Area Summary DA. A DA. B DA C DA D DA E Total Forest/Open (acres) 0.26 0.00 0.00 0.W 0.W 0.26 Managed Turf(.or.,) 1.54 0.95 O.UO 0.ro OAO 2A9 Impery ous Cover (acres) 2.83 1.02 0AD 0.m non 3.85 Total Area (acres) 4.63 197 O.00 0.00 O.m 6.60 Drainage Area Compliance Summary DA. A DA B DA C DA D DA E Total TP Loatl Retlucetl pb/yr) 6.14 2.38 0.00 Q00 Q00 852 TN Load Reduced (lb/yr) 44.93 17.38 0.00 o-M 0.00 62.31 Drainage Area Summary Land Cover Summary A Soils BSoils CSoils DSolls Total %MTmal Forest/Open (acres) 0.00 0.26 O.m O.m Q26 6 Managed Turf (acres) 0.00 1.54 0.00 O.m 1.54 33 Impervious Cover (acres) 0.00 2.83 0.00 o.m 2.83 61 BMP Selections Managed Turf Impervious BMPTrea[mem TP load Rom Urdm ed TP TP Removed TP Remaining Downstream Practice Credit Area CoverCredit Volume Ift'1 Upstream Load to Practice (1b/yr) (,b/W) Treatment [o be (acres) Are.(acresl Practices (Ibs) (Ile, Employed Taal Impervious Cover Treated(acres) 283 Total TurfArea Treaed lacres) 1.54 Total TP Load Reduction Achieved in DA. Ib r fi.14 Total TN Load Reduction Achieved in DA. (lb/ Yr) 14.93 Drainage Area B Summary Land Cover Summary A Soils BSoils CSoils DSoils Total %of Tool Forest/Open(acres) 0.00 9.09 am 0.00 ODD U Managed Tuff (acres) 0.00 0.95 um am 0.95 48 Impervious Cover (acres) 0.00 1.02 O.0D O.DD 1.02 52 BMP Selections Managed Turf Impervious BMPume(ftem TPLoaciRom Untrained TP TP Removed TP Remaining Downstream Practice Credit Area Cover Credit Volume lR'1 Upstream lead to Practice (Ih/Yr) (Ih/Yr) Treatment [o be (acres) Area (acres) Prxtices(Rs) (Has) Empinyed Total Impervious Cover Trained] (acres) 1.02 Total TurfArea Trained (acres) 0.95 Total TP Load Reduction Achieved in DA. (16/Yr) 2.38 Total TN Load Reductbn Achieved in OA. 116/Yr) 17.38 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a list of some of the key maintenance problems to look for: • Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildupat curb cuts ravel diaphragms or augment edges that reveals flow r9p 9 p from getting into the bed, and check for other signs of bypassing. • Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds, and remove it. • Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repair It. • Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants or concentrated flows, and take appropriate remedial action. • Check inflow points for clogging, and remove any sediment. • Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the Center for Watershed Protection website. WATER QUALITY ANALYSIS SITE DATA POST -DEVELOPED PROJECT AREA FOREST/OPEN SP.35 AC MANAGED TURF 10.47 CRES IMPERVIOUS COVER = 6.57 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) 19.45 MAXIMUM PERCENT REDUCTION REQUIRED R REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR)R B/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) B/YR REMAINING TP LOAD REDUCTION REQUIREDB/YR* *REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.86 LB/YR X 25% = 2.47 LB/YR > 1.34 LB/YR FF-SITE NUTRIENT CREDITS ALREADY PURCHASED = 1.25 LB/YR REMAINING OFF -SITE NUTRIENT CREDITS TO BE PURCHASED = 0.09 LB/YR NOTE: THIS PROJECT INCLUDES WATER QUALITY TREATMENT FOR THE CONVERSION OF BLOCK 12 FROM FOREST TO MANAGED TURF. BLOCK 12'S FUTURE IMPERVIOUS AREA WILL BE TREATED FOR WATER QUALITY BY THE FUTURE DEVELOPER. if 4400440000 I• • CLINT W. y: �v 2SI�J,FFLET >� ..R LIc. N stage �a Co 8/ Zk/ 2022pal m E O O N � N C > E a E w Q LL o 3 LL W O \y Y Lu m L M d� U00 Z -n O d O N Lu (7 W N R OOM 3 0 n >� U)) ix Q L W � oa �� In i c N Z O Fv> C ul U) $ ry > M CC a � UJI H I DATE 812412022 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A UJ v Q 0Li Q 1 w/ z li WQ� ^ _J i O wMJ W Q 0 > 0 L f_ W w �0< 0 W" 0 O O U) O laaaaaaa Z) O U) JOB NO. 40919 SHEET NO. C6.02 a sese c 0 d 0 3 a. D a0 �Z 20 o � c T E� a w m as EL 0 f7 3 rn Z m 0 � a `o« Q § se se Y N X C d o 12 c `o of 06 a c M m a 0 N C an m m in c a O c° m nE aai �i H E L