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HomeMy WebLinkAboutWPO201900062 Plan - VSMP 2022-10-13 (2)SOUTHWOOD REDEVELOPMENT -VILLAGE 1 SITE INFORMATON TAX MAP PARCEL, AND OWNER INFO: 09OA1-00-00-001EO PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4773 PG. 328 09000-00-00-001AO PARCEL AREA: 8.83 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 3375 PG. 063 09OA1-00-00-001 DO 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, VA 23117 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: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAU L. H U B ER@TI M MO NS. 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 02/04/2005) 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 'm �ry f Oak Hill Q J� P� ri x 84te:nl3t In C Hickory St a 'c Jacks° loz SITE Ra LOCATION 1' $/IPr c»c-� 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 CO.02 WAS ADDED TO COORDINATE WITH OTHER SOUTHWOOD VILLAGE PLANS. 4. THE OPEN SPACE TABLE PREVIOUSLY INCLUDED ON SHEET C4.06 AND THE HOUSING & DENSITY TABLE PREVIOUSLY SHOWN ON SHEET C4.05 HAVE BEEN RELOCATED TO SHEET CO.02. ON THE OPEN SPACE TABLE, THE OPEN SPACE PROVIDED, REC. AMENITY & CIVIL SPACE PROVIDED, TOTAL GREEN SPACE PROVIDED, AND TOTAL AMENITY SPACE PROVIDED HAVE BEEN REVISED DUE TO THE LOSS OF ONE PARK ON THE CORNER OF CARDINAL HILL LANE AND WARDELL CREST. 5. THE PREVIOUS HOUSING & DENSITY TABLE HAS BEEN REVISED TO BE A DEVELOPMENT CHART PER COUNTY REQUEST ON OTHER SOUTHWOOD VILLAGE PLANS. EXISTING CONDITIONS & DEMOLITION PLAN: 1. AN ADDITIONAL AMOUNT OF EXISTING VEGETATION IS TO BE REMOVED IN ORDER TO ACCOUNT FOR THE ADDED BERM DUE TO THE EXCESS EARTHWORK ON -SITE. EROSION & SEDIMENT CONTROL PLAN: 1. THE LIMITS OF DISTURBANCE WAS INCREASED FROM 15.23 ACRES TO 18.32 ACRES IN ORDER TO ACCOUNT FOR THE ADDED BERM ON THE EAST SIDE OF HORIZON ROAD DUE TO EXCESS EARTHWORK ON -SITE. THE TREE PROTECTION AND SILT FENCE HAS BEEN REVISED ACCORDINGLY. 2. SEDIMENT TRAP #4 DESIGN AND LAYOUT HAS BEEN ADDED. 3. DRAINAGE DIVIDES HAVE BEEN ADDED TO EROSION AND SEDIMENT CONTROL PLAN PHASE I IN ORDER TO DELINEATE THE DRAINAGE AREA FOR SEDIMENT TRAP #4. 4. SILT FENCE HAS BEEN ADDED TO THE BASE OF THE BERM ALONG HORIZON DRIVE. 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 CO.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 S&D S&D C2.00 EXISTING CONDITIONS & DEMOLITION PLAN 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 1113 C3.08 EROSION & SEDIMENT CONTROL PLAN PHASE 1113 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 -44t pLT N �/F 00,a�. CLINT W. 2SFFLET >� • L, -0 Lie. N 543119 4�,((: i G 10/ 0/ 2022 �4 V; CL O ce 0 F a 0 DATE 8/24/2022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. (W V J J H� I I W Q ^ w LL J O� Q LLl J m > W Q p `L U 0 W 0 0 O W " LL 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C0.0 L NUMBER OF SHEETS= 27 PROPOSED BUILDING HEIGHTS BY BLOCK TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK BLOCKS 3-4 PROPOSED: 35' MAX. BLOCK 5 PROPOSED: 40' MAX. FLEXIBLE USE STRUCTURES LOT GROSS FLOOR HEIGHT FRONT SIDE REAR PARKING AREA (SF) SETBACK SETBACK SETBACK 8, 9, 800 2 STORIES 5' 3' 5' 2-CAR 12,34 MAX. 40' GARAGE BLOCKS 6-9 PROPOSED: 40' MAX. PROPOSED: N/A NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) PROPOSED: N/A PARKING REQUIRED AND PROVIDED PER ALBEMARLE COUNTY CODE 18-4.12.6 TOTAL PARKING TOTAL PARKING PARKING SPACE LOTS HOUSING TYPE SPACES SPACES LOCATION REQUIRED PROVIDED 1 A-1 D, 2A-2B, 3, (2 SPACES / 6A-6E,12, SINGLE FAMILY DETACHED UNIT) X (26 52 (50) ON -SITE, (2) ON 24, 33, 34, UNITS) = WARDELL CREST 35A-35C, 52 SPACES 36A-36D, 39A-39C (2 SPACES / UNIT 4, 5, 8-11, DUPLEXES + 1 GUEST (12) ON -SITE, (2) ON 37,38 SPACE / 4 UNITS) 18 HORIZON ROAD, (3) ON X (8 UNITS) = CARDINAL HILL LANE, (1) ON 18 SPACES WARDELL 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 MIL NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115- MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX. 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'A 28'A STEPBACKD MIN. N/A N/A 15'E 15'E 15'E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK BLOCKS 6-8: NO MIN. / NO MAX. MIN. NO MIN. 5' BLOCK 9: 5' MIN. / NO MAX. 51 NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKS MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN, O' MIN. BLOCK 9: 20' MIN/NO MAX. MAX. NO MAX. NO MAX. GARAGE SETBACK TO COMPLY WITH TO COMPLY WITH BLOCKS 6-8: TO COMPLY WITH 4.19C / NO MAX. FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR FRONT ACCESS MIN./MAX. 4.190 / NO MAX 4.19F / 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 1 SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF 1 1 FOOTPRINT MAX. NON-RES. 1 STREET FACING BUILDING 1 LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. C THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (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'. PROFFER STATEMENT original-Proff X Amendment Tax Map and sure um s)J 0M0-00-00-001A0, 090A1=00=Il0= ]V), Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: August 2, 2019 33.% acres; TNT 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned $oml4to NMD and TMP 90A1-1E (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner') of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-WW1E0, 07600-00-00-OSIAO (the "Property") which is the subject of rezoning application ZMA No. 20184103, a project known as "Southwood Phase 1" (the "Project"). Pursuant to Section 33.3 of thee Albemarle County Zoning Ordinance the Owner hereby voluntafil pr(ders the conditions lided tag ow be died to the Property if itis above. lygroffered as a part of the r aested rezoningand the w� acknowledges than (1) the rezoning itselfgives rise to the need for tie conditions; and M such reasonable relation-W the rezoning requested. This proffer statement shall supersede and replace ' the proffer statements approved II* 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 090A1-00-00-001EO. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parce1090A1- 00-00-OOIEO are hereby removed and superseded by these proffers. Tax Map parcel 090Al-00-00-OOlEO (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised J*y 229, 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 kin 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 cart 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 ") 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 300°i Certificate of Occupancy in Phase 1. SOUTBWOOD CHARLOTTESVILLE, LLC, a Virginia 7tlity compan By: Dan Rosehsweig, Manager t pLT N CIF a!a J/4Ar CLINT W. 7SIUFFLET >� • �Af Lic. N S4389 r 10113/ 2022 N Z O f i LM Z O U U LU w o U) Z O W L > O w U ce O W a O V) UJ W o; DATE 812412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. 1-1 (W V J J w r— q J co 06 I � U) LU LLJ ILL. > ILL. u. Oa J m W z \ a / L 0 W 0 O —1 W 0 LL O ° O 0 T� O i D O V / IOB NO. 40919 SHEET NO. C0.01 L �!� N 'A�t TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA CLINT W. • �7SI�IFFLET >� • • �Af Lic. N SI369 ,((4�0 0/ 0/ 2022 tom Vo Vohs ��V; • r�s�0!1AL fit, ;I? tiq�cc�N• M E 0 0 � u N � N C > E w a E w w 3 Q LL o 3 p LL - wO `mom LU V2 a�-� Z .. rn O P C7(A `�� LU a w 30'x U) w �i vry Z O Z =tea' n ~ W ° nO > p wM L U 00 ow 2 O a M O x c� ti w 0 F 0 ry w w p M = a U o z O i/I DATE 812412022 0 } DRAWN BY C. GAYNER • DESIGNED BY C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • SCALE N.A. (W3 V J H4 0 U) W J z co F_ It W �>z - LLJ J W 10a 0z a0 J co om 0 W Q J LL o W U LU W 0 Q O " LL W O W 0 0 0 O 0 0 U 0 O m m 0 o a t JOB NO. 40919 SHEET No. CO.02 BY BLOCK SUMMARY BLOCK ASSOCIATEDPLAN(S) STEEP SLOPES (ACRES) OPEN SPACE REQUIRED (ACRES) OPEN SPACE PROVIDED (ACRES) TRAIL&PATH AMENITY REQUIRED (ACRES) TRAIL&PATH AMENITY PROVIDED (ACRES) REC.AMENITY& CIVILSPACES REQ. (ACRES) REC.AMENIN& CIVILSPACES PROV. (ACRES) MINIMUM RECREATIONAL AMENITIES &CIVIC SPACE REQUIRED RECREATIONALAMENITIES&CIVICSPACEPROVIDED TOTAL GREEN SPACE REQUIRED (ACRES) TOTAL GREEN SPACE PROVIDED (ACRES) TOTALAMENITY SPACE REQUIRED (SF) TOTALAMENITY SPACE PROVIDED (SF) 1 1.80 5.97 0.23 0.00 2 000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 405 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 10,000 THIS PLAN 0.56 0.05 0.05 0.56 2,025 TOTAL 0.56 0.05 0.05 TOTAL:405 LF CLASS BTYPE 1 PRIMITIVE TRAIL 0.56 2,025 2 0.10 1.10 0.20 0.00 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 8, 700 THIS PLAN 0.44 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.44 1,491 TOTAL 0.44 0.03 0.03 TOTAL: 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.44 1,491 3 0.00 0.00 0.00 0.00 0.00 0.00 THIS PLAN 0.23 0.00 0.00 0.23 0 TOTAL 0.23 0.00 0.00 0.23 0 4 0.00 0.00 0.00 0.00 0.00 0.00 5-g 0.00 0.00 0.12 0.11 500 SF NEIGHBORHOOD PARK 600 LF CLASS BTYPE 2 TRAILSa 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY` 0.23 10,500 THIS PLAN 1.08 0.11 0.66 4,415 SF PLAY FIELD 1,866 SF TOT LOT 985 SF COMMUNITY GARDEN 2,693 SF GARDEN 3,940 SF PARK 1,855 SF PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 TRAILS 0.90 28,551 TOTAL 1.08 0.11 0.66 TOTAL: 746 LF CLASS B TYPE 2 T RAILS 0.90 28,551 9-11 0.38 0.00 0.50 0.13 5005E NEIGHBORHOOD PARK 2,170 LF CLASS B TYPE 2 TRAI LSb S,000SF NEIGHBORHOOD PARK OR REC. AMENITY` 0.63 22,700 12 0.00 0.00 0.00 0.15 6,5005E ACTIVE USE REC. AMENITY 0.15 6,500 TOTAL 2.28 7.07 2.31 1.05 0.19 0.39 0.74 10.41 2.13 58,400 32,067 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 6FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 `SPACE REQUIREMENTS IS CUMULATIVE AND MAYBE PROVIDED USING NOT MORE THAN 6SPACES, NONE OF WHICH CAN BE SMALLER THAN 5005E DISTRIBUTED ACROSS BLOCKS DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS BLOCK AREA (AC) BLOCK CLASSIFICATION MAX. NON- RESIDENTIAL BUILDING (SF) NON-RESIDENTIAL BUILDING (SF) NUMBER OF LOTS PROVIDED S.F. DETACHED UNITS S.F. ATTACHED UNITS TOWN HOUSE UNITS CONDO/ APARTMENT UNITS DWELLING UNIT RANGE REQUIRED TOTAL UNITS DENSITY RANGE REQUIRED (DU/AC) GROSS RESIDENTIAL DENSITY (DU/AC) TOTAL# MARKET RATE UNITS % OF TOTAL UNITS REQUIRED AFFORDABLE FOR SALE FOR RENT APARTMENTS TOTAL TOTAL NUMBER OF UNITS %OF TOTAL UNITS 1 7.1 GREEN SPACE & 0 0 0 0 0 0 0 0 0 0 O.O 0 0% 0 0 0 ado BUFFER Fifteen 2 l.s o 0 0 0 0 0 0 0 0 0 0.0 0 0% o 0 o ago 3 1.5 NEIGHBORHOOD 5000 0 0 0 0 0 0 412 0 3-6 0.0 0 0% 0 0 0 a� DENSITY Percent (15%) of the total number 4 1.7 5000 0 5 3 2 0 0 5-14 5 3-6 3.0 3 6a�o 2 0 2 40% URBAN DENSITY 5 6.8 RESIDENTIAL 5000 0 54 4 4 26 20 60-127 54 6-18 7.9 10 19% of residential 24 20 44 81% VILLAGE dwelling units 6 1.3 NEIGHBORHOOD 10000 0 0 0 0 0 0 0-31 0 0-28 0.0 0 0% constructed 0 0 0 a� MIXED USE / on the NEIGHBORHOOD Southwood 7 0.7 PLACES 10000 0 7 7 0 0 0 0-12 7 0-18 9.7 7 10a� Property 0 0 0 a� 8 1.2 10000 0 14 12 2 0 0 0-17 14 0-18 11.4 11 79% 3 0 3 21% 9 1.7 10000 0 0 0 0 0 0 0-61 0 0-34 0.0 0 o°ro 0 0 o a� 10 1.9 URBAN DENSITY MIXED USE 20000 0 0 0 0 0 0 11-62 0 6-34 0.0 0 0% 0 0 0 a� 11 5.7 20000 0 0 0 0 0 0 20-182 0 6-34 0.0 0 0% 0 0 0 a� 12 3.0 30000 0 0 0 0 0 0 13-102 0 6-34 0.0 0 0% 0 0 0 a� TOTAL 34.0 N/A 0 80 26 8 26 20 N/A 80 N/A 2.4 31 39% 12 29 20 49 61% L LEGEND IIII \� LEGEND •�,htpiTti/���� / / \ REMOVE EXISTING VEGETATION O /rlAr CLINT W. ?: STEEP SLOPES - MANAGED / / / \ \ ® Ill i STEEP SLOPES -PRESERVED / / / MILL &OVERLAY ASPHALT �.�/7 S ICI F F L ET > \ / / \ I �A • 1011012022 SAWCUT ASPHALT a SCALE 1"=100' \ I o� �;`.i' G EXISTING INTERMEDIATE CONTOUR , / - - 32_ - _ _ - \ \ I •r s/ONAL •�'�u•� EXISTING INDEX CONTOUR 0 100' 200' \ \ ~••���•• EXISTING EDGE OF PAVEMENT _ _ EX. 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CREST OF STONE WEIR gE Elevation (ft) Area (sf) Volume (cy) GROUND 461 947 f1N. A' - 462 1295 41.5 DRY STORAGE YARPH £' 463 1667 54.9 464 2065 69.1 465 2487 84.3 WET STORAGE ` 466 2935 100.4 IXGVA ED) FLIER GLOTN DRAINAL 350.2 1 E`"a"LN° Wet Storage: .SEE PLATE 3.13-1 COARSE AGGREGATE" CIASS I RPRAP Wet Storage Required (cy) (67*DA) 159.5 Bottom of Stone Weir (ft) 464.0 Wet Storage Provided at this Elevation (cy) 165.5 "Coarse Aggregate Shall be VDOT #3, #357 or #5 Elope of Wet Storage Sides 2:1 Weir Length (ft) (6xDA) 14.3 Dry Storage: Bottom of Trap Elevation (ft) 467 Dry Storage Required (cy) (67*DA) 159.5 Bottom Trap Dimensions: 74' x T Crest of Stone Weir 466.0 Top of Dam Elevation (ft) 467 Dry Storage Provided at this Elevation (cy) 184.7 Top Width of Dam (ft) 3 Slope of Dry Storage Sides 2:1 Top Trap Dimensions 98'x 35' Sediment Trap #2 Design Drainage Area (acres, < 3) 2.62 ""ME Trap Volumes: ORIGINAL CREST OF STONE WEIR MRIABLE• Elevation (ft) Area (sf) Volume (cy) GROUND 415 1609 f1N. 0 417.4 2653 189.4 DRY STORAGE - YAPMR T' 419 3429 180.2 WET STORAGE P MAX. (IXGVATED) CLOTN ROUN GRWND `FLIER ELN. Wet Storage: .SEE PLATE 3.13-1 COARSE AGGREGATE" CWSS I RPRAP Wet Storage Required (cy) (67*DA) 175.5 Bottom of Stone Weir (ft) 417.4 Wet Storage Provided at this Elevation (cy) 189.4 "Coarse Aggregate Shall be VDOT #3, #357 or #5 Elope of Wet Storage Sides 2:1 Weir Length (ft) (6xDA) 15.7 Dry Storage: Bottom of Trap Elevation (ft) 415 Dry Storage Required (cy) (67*DA) 175.5 Bottom Trap Dimensions: 26' x 94' Crest of Stone Weir 419.0 Top of Dam Elevation (ft) 420 Dry Storage Provided at this Elevation (cy) 1802 Top Width of Dam (ft) 4 Slope of Dry Storage Sides 2:1 Top Trap Dimensions 34'x 10Z 3.13 ST 3.13 ST 3.13 SEDIMENT TRAP 1 SEDIMENT TRAP 2 No Scale No Scale Sediment Basin #1 Design MIN. 1' WI SPILLWAY 2' WITHOUT CREST or EMERGENCY SPILLWAY Drainage Area (acres) 5.78 Basin Volumes: DESIGN HIGH WATER (25- R. STORM ELN)(zs- R. STORM ELEv Elevation (ft) Contour Area (sf) Volume (cy) 418 3010 MIN 1.0' -- - -- -- -- 421 4625 424.2 RISER CREST 423 5855 388.1 • DRY . STORAGE DEWATERING DMDE 426 7780 757.5 WET STORAGE S_PMEM CLEANOLR POINT ( WET STORAGE REDUCED ID 34 GERR Wet Storage: Wet Storage Required (cy) (67*DA) 387.2 Design High Water 424.0 Dewatering Orifice Elevation (ft) 421.0 Top of Dam (ft) 426.0 Wet Storage Provided at this Elevation (cy) 424.2 Top Width of Dam (ft) 4.0 Available Volume Before Cleanout (cy) (34*DP 196.5 Bottom of Basin (ft) 418.0 Cleanout Elevation (ft) 420.00 Approx. Bottom Dimensions: 112' x 56' Distance from Cleanout to Orifice (ft) (> 1') 1.0 Upstream Face Slope: 3:1 Downstream Face Slope: 3:1 Dry Storage: Dry Storage Required (cy) (67*DA) 387.2 Baffles: No Riser Crest Elevation (ft) 424.0 Length of Flow, L (ft) 135 Dry Storage Provided at this Elevation (cy) 388.1 Effective Width, We (ft) 60 Diameter of Dewatering Orifice (in) 5.0 L / We (Baffles required if < 2) 2.3 Diameter of Flexible Tubing (in) (Odfice+Z') 7.0 Collars: No Runoff. (See Routing in Calc. Book) Depth of Water at Spillway Crest (ft) 0 C (Use 0.45 for Bare Earth) 0.45 Slope of Upstream Face (Z1) 0 Tc (min) 5 Slope of Barrel (Sb) 0 1 2yr 3.69 Qp 2yr 9.6 Length of Barrel in Saturated Zone (Ls) 0 1 25yr 6.85 Q 25yr 17.8 Number Collars Required 0 Dimension of Collars N/A Principle Spillway: Available Head (ft) 1.0 Emergency Spillway: No Diameter Riser (in) 48 Bottom Width (ft) 0 Diameter Trash Rack (in) 72 Slope of Exit Channel (ft/100ft) 0 Barrel Length (ft) 137 Length of Exit Channel (ft) 0 Diameter of Barrel (in) 24 Crest of Spillway (ft) 0 Barrel Inv. In Elevation (ft) 421.00 Barrel Inv. Out Elevation (ft) 418.95 3.19-1 ST F EDIMENT BASIN 1 o Scale Sediment Basin #2 Design MIN. VIM SPILLWAY CREST OF EMERGENCY 2' WITHOUT SPILLWAY Drainage Area (acres) 7.33 DESIGN HIGH WATER Basin Volumes: (95-YR. STORM ELN.)(25-YR. STORM ELN.) Elevation (ft) Contour Area (sf) Volume (cy) oA' 409 2870 - - --- -` MIN. 1 0 412.5 5580 547.7 RISER CREST 415 6580 655.E DRY STORAGE DENATERING OMCE 417 11810 755.2 WET sroRAGE SEDIMENT IXFANOIR POINT (• WET • STORAGE REDUCED TO 34 C.Y./ ACRE) Wet Storage: Wet Storage Required (cy) (67*DA) 491.1 Design High Water Dewatering Orifice Elevation (ft) 412.5 Top of Dam (ft) Wet Storage Provided at this Elevation (cy) 547.7 Top Width of Dam (ft) Available Volume Before Cleanout (cy) (34*DP 249.2 Bottom of Basin (ft) Cleanout Elevation (ft) 411.5 Approx. Bottom Dimensions: Distance from Cleanout to Orifice (ft) (> 1') 1.0 Upstream Face Slope: Downstream Face Slope: Dry Storage: Dry Storage Required (cy) (67*DA) 491A Baffles: Riser Crest Elevation (ft) 415.0 Length of Flow, L (ft) Dry Storage Provided at this Elevation (cy) 655.6 Effective Width, We (ft) Diameter of Dewatering Orifice (in) 5.0 L / We (Baffles required if < 2) Diameter of Flexible Tubing (in) (Orifice+2") TO Collars: Runoff. (See Routing in Calc. Book) Depth of Water at Spillway Crest (ft) C (Use 0.45 for Bare Earth) 0.45 Slope of Upstream Face (Z1) To (min) 5 Slope of Barrel (Sb) 12yr 3.69 Qp 2yr 12.2 Length of Barrel in Saturated Zone (Ls) 125yr 6.85 Q 25yr 22.6 Number Collars Required Dimension of Collars Principle Spillway: Available Head (ft) 1.0 Emergency Spillway: Diameter Riser (in) 48 Bottom Width (ft) Diameter Trash Rack (in) 72 Slope of Exit Channel (ft/100ft) Barrel Length (ft) 48 Length of Exit Channel (ft) Diameter of Barrel (in) 36 Crest of Spillway (ft) Barrel Inv. In Elevation (ft) 409.71 Barrel Inv. Out Elevation (ft) 409.00 3.14 ST SEDIMENT BASIN 2 No Scale 416.0 417.0 6.0 409.0 74' x 37' 31 3:1 Yes 100 30 3.3 No 0 0 0 0 0 N/A Yes 8 3.9 0 415.5 u�t pLT k �tF 00,a�. CLINT W. 2SFFLET >� 0. 0 Lie. N 54389 r i G 10/ 0/ 2022 0.64.l ' G r, 3ti'0JN :.N�,,� M E O O N � N C > E v E w Q LL o 3 p LL w 0 m6 �_j U000 Z .JH - ri O rn C7w _ a w � 30'x Ln oa "=LL w o En or)i vry U > Z O Z LUW L1On. = ~ 0 LU OU W M a_ CD O o: a 0 Q O x ti c� 0 w F 0 ry w w w N ~ M < O Z 0 V) DATE 0 812412022 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLEIT SCALE • N.A. LU Q J J Q I -I w 0 0 U) 06 W li 70 Q CW G > J a.Li .L 0 0� J m z W Q 0 O z LU Q C) L1I W " F5 C) C46 0 z 0 0 L2 u.I I ,0 V 1 JOB NO. 40919 SHEET No. C3.01 L -.I" -- --�+1 /'/I \ 1 1 \ \ \ _ - / / / - / ii, - iI / A/, •///i.a1' 1 1/, / j//' / / l l / / i / / . i / . _ - i !I- ----`O //\\ \\\ II111 111 I IIII11 `I I \ \ - �� "'/'/ '/ / r / b/ / / // �// I l / //////// / - - + \\ \ \ \" II I 1 I 1 I I \ \ -' / // / /ji, //,i //i / / // // ��// / / r / 1 / u /l / / /I I /// ////// / / // , / ` 5 \ II, - 1 / \ \o \ \ 1 / / / r / / / / I / / / I/ / /// I ' / / 0 sW 428 3 / / / / / / / / I / / / \ \ \ \\\ \ \ \\\ \ \ \ \ /, / / // `// //// // / �l / J,i A TP / / / / / / -- \ \CWD \ -� \- - / I \ o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / r / / r r / / // / /` , / R T IIW WA I Dd IN E �t/ b / / \ \ \\ \ \\\\ \\ \ \\\\`\ ` ` \[A \ \ `- --'' '' ''''// / ';/ //;'�;/,///�!,r ///1, lI /,' /11PI I.) / / / / _ \ \ 11I\`\�\ i///// \ \ \\ \\ \\\\ \\\\\\\\, \ \\ \\\ \•.\• \\` ,, /////, /' /,'/////',// //j/i/ ////%///:III ' ' / /MAx HEll / / / / / lYf)-) I I I \ \ \ \ \ I11 \ \\ II/ 1\ \\ \ b \ \ \ \\ \\ \\\\\\` \ \ \\ ` \ ` \ \\\\\ \ \ \ \ \ \`_ / ,, // / j / ///// ////,�////' '/'//'/III /' , \ I I l I , I / I CIP \ \ / / / / , j / SEDIMENT BASIN #1 / I / 1 ♦ / / SF- - - - - \ \ \ \� \ \ \\ \ \ a \ \ \ \ \ \\ \\ \ \ \ \\\ \ \ \\ \ \ \ � \ \ \ \ - -- / / // ' /// / /// ,/�/// //( //,S�/// /// /// /// / 5.78ACDRAINAGEAREA/TW427.34 , 1 L� t-II� 9i \\ 1 \ \ .V\r) \ \ I I I 1 _\\\ \ \ \o \ \ \ \\ \ \ \\ \\ \ \ \ \ \\ \ \\ \\ \ \\ \ \\`;�\. \ \ \\ \ - - - / ,' /,I , i'/i /'�i/''/'i// ///%9'i,'/// / /I/ /'- ,II`/ TOTAL STORAGE REQUIRED:774.4CY1 BW424.70 I ITI I I I I I -'N - , _- _ � 11 \ I \\ \ \ /II II "II\j\\ \\\\q\\\\\\\\\I II I\\\\\\\\�\\\\\\\\\\\\\\\\ \\`\\I\\\\\\\\\--- ----''/' �///�%,ii/��'I ./ ///////'�//','///,///I 0I./l \\TOTA TOP OF DAM ELSTORAGE OEVATIONI42600/'/ I \\\`\ �� 1\1II I TP I I �'- i'iWD f --ST4 /I 1 I ' / 1 I I 1 \\ \ ° \ \\ \ \\ \ \ \\ \ \ \ \ \ \- ---'/ /// / / /// - \ I I I / I I I \ \ ` \ \\ \\ \ \ \\ \\ \ \ \ \ \\ \. \ // //, �,/,/,/,// /� //qJ/lI / / / / 111 /_ / / \ SB1 \ \ I \ I \ / I \ \ \° \ \ \ \ \ \ \ \ \ \ \ \ \ \� \ \ \ - / / / �/` m/ ttT+' /o/ / l / / I \ TW 426.50 \ \ 1 I / - _ I I \ \ \ \ \ \ \\ \ \ \ .\ \ ` - ------ ' / / / TT/ / / / / III I1 / \ \ \ \\ \ �\ \ I / - --- _ -I I / - 1 \ q \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -' --- / // / // , A // / / I 1 - \ \ \ \ \ \ SF I 1 / - _ _ C I I I I I \ \o \\\\\ \\\ \\ \\ \\ \ \ \ \. \ \\- -- - - -' ///// / / / Al�/ /'/ / %I I 11 BW426.50 1 / k i- -- / I I �I \ \ \ \ \ \ \ \ \ \ \\ \ / //// %' // III- 111 \ D o \\ \ \ \\\\ �\ \ 1 I / / , ��_� _ --- _ -\ / / \ \ \ \ \ \ \ \ / / / , \ \ / _ \ 1 I \ \ \ \\ \\ \\ \ \\ \ \ \ \ \\ \ \ \\ - \ \ - i / l / / / 'Q/' \' I, ' b \ \\\ V 1 I / / \ I I I \ \ \ \ \ \ \ \ \ \\ \ - \ \\ --/ / /I / // // / / / , III / \ \\ I I / I _ --_ \ _ / / , / / 1\5 IL TYPE: ' / / / i \ I/ /, �. �_ t ___ _ / I / - 1 \ \\ \° \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \. \\\.\ .- -- _-/� // / �l/��/ / �j/�i' / /', / I `- 1 , / // 0 6 / \ \ \ \ \\\\\ \\ \ \ \ 1 1 I I �// / III\ v -`�. -h- / \\ \\\ \ \\ \ - /// / / /// , / I / \ / I Q \ \\ \ \ \ \ \\ \\ \\ • \ \� �\ - �/ / i / ' ' / //' / �' ,' III \ / /I // 6 \ \���\ \ - \ l \ 1 I \ \ \ q \ \ \ \ \ \ \ \ \ \ \ - . / / // / / / / - I I \ I / / / \ \ \ \ 1 I I i I I /� _ _ - _ - 1- ' \ \ \ \ \ \ \ \ \ . ` \ --/ - - - - -t '/ ' /' /;' �, A ,, , ' ; 111 J 16 / Wd / / \ \ \ `\ `\ \ \ \ \\\ \ \ \ \ \ , I / I / ' / '\ \ \ - _ _ - - - _ �' \ \ \ \ \\ \ \ \ - \ - /i /// ,/P9/ / 'r III 11 / t/ // /� \\ , \ \\\\ \ ♦ lI-- a� - sic \ - \ o \ \ \ \ \ \ \ \ - - - , / / / /// / ho// , / _I // I d / / N I I \ \ \ \ \\ \ ' / -/ •1 i \ - - \ \ \ \ \ \ \ \ \ \ \ - - - - _ _ - -/ / / / / / / / / / I I I J I / ^ \ \ \ \ I I -------- - / a / I \ _ p•/\ \-_/ °\\\\"\\ \\ \\ \ \\\ - \-- _ ,, //////i///°//,,//, %II /// i // -� III I\ \ \\ \\\\ \\11 f IPC ! _\ \ ° \ \ \ \ \ \ \ \ \ \ \ \ ` - AI GI SUEF_EPr- - - - _ / / / '/ r / / / / / / I ' / /, ' - ' / I I \ \ \ \ \ \ \ \ 0 \\ \\ \ \\\\ \\\ \ \ - F.IaOCLPL41111 -- //r/r,/ /i,/ir , 1 /% / �i J I 1_\/' 0 5 /__i 1 / \ \\\\\\ 1\ \ o \ \ o \\ \ \ �,�//, ,// // // / - , // //' I /' / 6 / / / ',- _ , /I l . \ DC \ \\\ \ \\ \ \ \ I I I LI\ �\\ /7 \ \ \ \ \ �, - \ GO(VSER1%A�/1�111 AREA- - - ' . // / C / o i , / / I \ / , J ° a /// ' / - _ - _ / \ \ \ \ \ \ \ \ \ \ \ 4 /r / � I /' `/ \� Oi-. 41 5-\ \\\00\\\ \ \\\\\ \ \\\\ \ \ I \ - \ �ii ///�///?/,lid///// r I \i// �'/ pl/�/ o // / / - I \ \\\\ \ \\\�� `I�\I \f I I\. 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IN = 416.43 /� / - I - - SEDIMENT BASIN TRANSITIONS INTO \ f / / 23 / / '/ ' -DRY POND, MODIFY STRUCTURE PER \ \ \ \ \ \ \ \ \ \ \ \ I\�` \ Z \ % E, \ \ 1 \\ \ __ _ - _ _ _ _ _ - //i/i - - - - - / /� / \ \ \ \ \ \ \ \ \ \ I \ I \ \�- - - -I - - - \ \ \ 1 I'\\ f / --1\- - - -_ _ --�I "i °' ---- INV. 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THE TMP SHALL BE PREPARED BY AN 1 I 1 I I I VERIFICATION NUMBER ARE REQUIRED ON THETMP SUBMITTANCED WORK L. CERTIFIED PERSON, CERTIFICATION CARD AND •, �t p _T I+ o/ wo, 1 I I �r4 Are o CLINT W. ?: I I I FHA PROVIDED BY ACSA I 7SI�IFFLET >? I I I WITH ACTUAL LOCAT ON TO BE II �POg3 G Lic. N SIJS!4� DETERMINED IN THE FIELD I SCALE 1"=30' 10/0/2022 I I ASPHEXISTIALT TH BY FCC AND ACSA. 0 30' 60' - E _-- — of °u - - - _ - -�_�� EXISTING EDGE _ - N C`T ------------- ----- _���-�OFPAVEMENT 1125 _ >E —_--- _--�-GV---------- In, --- BEND ~ ° E - — - ant - -uj----------------- _ I ------------ ----------- --------------- �_ _ i 90" BEND EXISTING SOLID - __ --12" DIP f - a � 0 3 C WHITE LINE J - - - --- - w0 ----------------------------------------- ---- `i ---------------- EXISTI---------- ---ACSA12"GV -- -- �� _ FCC TO INSTF�t-GRO$S_ANCHOR W � N 0 _ - - - - ---------------- _ _ _ _ _ - - -----------------------__---R---- / _ _ // c a $ _ _ ________ I ------------- ------- PROPOSED DOMINION - - -_ R --J- UNDERGROUND LINES / a - UPSTREAM ESTRAINT P R ACSA DETA o_ > ry N _ JACK � BORE CONCRETE- f�OU..AR TO BE � a _ --- -- __ �� v u PAVEMENT TO BE _ _ LOCATED AP ROX 18" UP M G = a U) --- 12" RESTRAINED PIP (52) I I - T e - - �TF� T� - ---- COORDINATE WITH DOMINION. -REPAIRED PER FR�UI6FE3E#S G 12" TEE __ � & 6 ,� wQ ---------- W/ 24" DR17 CASING O _ _ _ ------------------ _� ANDARDS S o ry �� ____— ________________ --- VDOTST GVINLIEU 12 TS&V �� Kl) _ - - - - = FCC TO CON ECT � �ti o = -------- 110.02' _ t 815' TO = - - - - - a a - - _-____------ OLD LYNCHBURG ROA - a - _ _ R/VV--------T7At------------ ------------- STATE ROUTE 631 I SUNSET AVE. EXT. - a --- --- t375'TO T a�-a-- -- -- ---------f -- `—AMBROSE COMMONS DR.(VARYINCi R/W WIDT1 / / / / i / J I/// j� j�� j - - - ----------------------------------------------- / / MILL AND // �,/ / / OVERLAY a i " � W VDOT� L- - m� STD. WP-2 CG-11 _ _ _ I ~ ---- ------- ---UNDERGROUND --------------------- _ -- CENTURY LINK L/NE _ 12' - - - ------ _ ------------- - - - _ _ _ _ _ _ _ — - - - - - — - PROPOSED DOMINIO - - _ _ _ _ _ - SWITCH. CONTRACTOR TO - O R45' GP CD R45' COORDINATE WITH DOMINION. CD - --fir r —pr+ - �o -- cr- — -- c r� GP 1 v^✓ 0 0 _ _ oH� — - — _ Hr, ELEC �I 5' CURB I 1 �OHP - TELE VLINES B GP T E VAULT _ oyr WIPEDO ~ UFO — WIPEDOWN PROPOSED DOMINION METER. APPROX. LOCATION OF CONTRACTOR TO T I 22.5 HP CENTURYLINK UNDERGROUND _ BEND OF COORDINATE WITH DOMINION. I GP = a ° LINE. CONTRACTOR TO OHP� r a COORDINATE WITH 20' PUBLIC DRAINAGE \ I UFp I PROPOSED POWER POLE. HIP 0 O.H. ELECTRIC EASEMENT, TYP. P� - _ in DATE CENTURYLINK. � TELE. & TV LINES U 20' PUBLIC DRAINAGE I CONTRACTOR TO HP > + UFO COORDINATE WITH DOMINION. I PROPOSED DOMINION � (2) PROPOSED DOMINION IRRIGATION o EASEMENT, TYP. o 812412022 SWITCHES. CONTRACTOR TO METER - _ COORDINATE WITH DOMINION. I / OHP 1" CORP STOP AND COPPER I OVERHEAD LDS. DRAWN BY CONTRACT B- SERVICE LINE TO IRRIGATION Oyr U C IWIE WITH DOMI FUTURE CONNECTION "' METER PER ACSA DETAIL � � � pM"" C. GAYNER TO TRAIL IN BLOCK 2 � / � OHP GryT , OHP / / DESIGNED BY PROPOSED DOMINION METER. — OHP _ _ — OHP— — — — — I C. SHIFFLETT CONTRACTOR TO I / -OHP� OH7'� / / • COORDINATE WITH DOMINION. _ OHP� I OVA? CHECKED BY • BLOW -OFF ASSEMBLY WITH 8" GV; STUB OUT R604' pyr (/ ' / O / • WATER LINE FOR FUTURE DEVELOPMENT 5' 6 �� - FO 6' /o : • C. SHIFFLETT PROPOSED 13' PLANTING x TREE LINE i STRIP _ ON ' ---- I SCALE 12" GV / 8 I - - I 1 "=30' 12"X6" TEE, 5' BIKE 5' CONCRETE • 6" GV AND FHA LANE SIDEWALK I co iy U 0 PROPOSED UNDERGROUND ���� MCI LINE. CONTRACTOR TO ��� RESIDUE #2 � Lu COORDINATE WITH MCI. �jj U Ic r/Q LANE 115072 SF Q J zoo �vv Ju 12" CLASS 52 DIP WATERLINE Q BLOW -OFF ASSEMBLY h J WITH 8" GV; �^ \ STUB OUT WATER 20' PUBLIC DRAINAGE LINE FOR FUTURE EASEMENT, TYP. / \�\ \�\ w i%) DEVELOPMENT 20'ACSA _ w SPEED LIMIT SIGN CG-12 FUTURE CONNECTION TO \ I, Q Z EASEMENT 53 ' SIDEWALK AND BIKE LANE ` O ROAD NAME SIGN I w _J -- m J 8„ GV �o I I UJ Q 10' � 20' PUBLIC DRAINAGE ' EASEMENT,TYP. FUTURE COMMERCIAL ENTRANCE, 52 S SAN G-12 • % LL} 06 BY SOUTHWOOD PHASE 1 - r \� \� I /C� LU z BLOCKS 9, 10, & 11 PROJECT p moo SAN -20' ACSA .. �- - W HORN ROADR 25' _ �r� EASEMENT o "X8"TEE 11 10+50 o /- 1 00 v 54 /-12+p0 R267' — 8" DIP PROPOSED �- TREE LINE — 3+50 13+00 12+50 FUTURE COMMERCp%rFNTRANCE, BY / R233' STOP SIGN R25' O T OOD PHA EjLOPKS 11 & 12 PROJECT \ l STUB OUT WATER LINE F R \ ` 12" GV FUTURE DEVELOPMENT CIDI 12"X8" CROSS _ GRADING CAP 12" ' 2"ARV INI"WATER - METER BOX - - � � r 1 EASEMENT 12'9(6" TEE, O ATE VALVE 6" GV AND FHA I ^ 1 m MCI HANDHOLE. / Z c� CONTRACTOR TO / COORDINATE WITH MCI. Z /0GP J J' / I PROPOSED _ I TREE LINE L _J \ I C) 0 0 `2 1 0 JOB NO. 40919 / SHEET NO. I Ir II Q ; -----J KEY PLAN C4.01 L NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. I/ bUALL I "=3U' 0 30' 60' e / \ BIORETENTION PLANTING KEY PLAN o 0 u \ — — - — N 0 — STONE DUST v E I � = W / 0 1 ... / MILL &OVERLAY ASPHALT Q LL o 3 �LL wo �6� _ _ / Q V s N Z L r— --- -- w > — � 00 — — -- — —------------------------ - - - - - - 110 02' RAN � � `" N a \ ----- ___ t375'T ZI--'s u ______ .. f ._ v V OLD LYNCHBURG ROAD { -- - `—AMBRO p x Lu — I STATE ROUTE 631 VDOT o < 6 LL w — — — — — — (VARYING R/W WIDTH) ----------------- ----- I TD.WP-2 �� v� Z UNL7ERGR0 F c m N _ — - - CENTURYLINK o m-------------- 0 w ___________________________________ M Wl — — I OHP— — — — — OH OHT, _ . ELEC GP "GP GP P GP — _ 0H — GP — — OHP� STELE. V LINES vi — — GP — HP _ _ —OHP— T E VAULT _ OHT IN � GP M _ — OHP— HP _ APPROX. LOCATION OF P� 0 / ' T GP OHP— — — — OHP— MANAGED STEEP CENTURYLINK UNDERGROUND / j — —OHP— — — — LINE. CONTRACTOR TO / _ _ _ — OHP— — SLOPES ---OHP— — — — —OHP DEDICATE EXISTING I (TYPICAL) O.H. ELECTRIC ITH 20 P = — — COOCEN CENRDINATE TURYLINK. OHP— OHP— ♦♦ PRESCRIPTIVE TELE & TV LINES _ — ♦ O.H. ELECTRIC ♦ EASEMENT 17.5' FROM 2 PR > w 40 ♦♦ CENTER OF RTE. 631 TO Lu TELE. & TV LINES SWITCHES = Q 40 F 0 ♦♦ VDOT FOR PUBLIC USE COORDINA ♦♦♦ 40 (n DATE ♦♦♦♦♦ PROPOSED DO jcc 812412022 I♦ COORDINATE > DRAWN BY BLOW -OFF ASSEMBL WATER LINE FOR I C. GAYNER • DESIGNED BY •• C. SHIFFLETT CHECKED BY • C. SHIFFLETT RESIDUE #1 SCALE 918381 SF • I"=30' PROPOSED UNDEF • MCI LINE. CONTR COORDINATE W Q J uJu I% BLOW -OFF ASSEMBLY 8" GATE WITH O 20PUBLIC DRAINAGE VALVE STUB OUTT ' WATER ' LINE FOR FUTURE EASEMENT, TYP. DEVELOPMENT 20'ACSA Z PROPOSED SPEED LIMIT SIGN EASEMENT lz \ ' TREE LINE 53 Q ROAD NAME SIGN w J 8 GV � C/) 52 SAN L.L J w s 8+00 �+_ FUTURE COMMERCIAL ENTRANCE, Q �_ G12' 1g+50 17+50_'�F BY SOUTHWOOD PHASE 1 - O w J BLOCKS 9, 10, & 11 PROJECT J m _ W 1 u - W LL - �-16 <. —HORIZON ROAD �- -__ } "X8,'TEE -� +50 W 6BLIC R/VV W10 5+ 0 W ~ 0 06 6' 1V) z -6 13 ---W �- -�- 8" DIP U y GRADING �- 5 36' -� PIPE 75+ 0 ---F----FO -- --- --- - -�- - 1----�- -t--- ----F +50 / NO PARKING" EASEMENT Lu 15+ 0 14+50 14+00 13+50 13+00 12 DEFLECTION R233' STOP SIGN V R25' . J 8" DIP SIGN R7-1 14 -•",tip ° 0 20' PUBLIC DRAINAGE 8"X6" TEE, 6" EASEMENT, TYP. GV, ' NO PAR G" AND FHA .: SIGN R7-1L "NO PARKING" SIGN R7-1R R233' 2" ARV IN 1"WATER O 12 6' PLANTING GRADING METER BOX j \ STRIP EASEMENT 12"X6" TEE, O \ 6" GV AND FHA 20'ACSA PROPOSED" \ EASEMENT TREE LINE \� GRADING I MCI HANDHOLE. / \ \ \ EASEMENT) CONTRACTOR TO \ \ \ \ \ \ \ 8"X6" TEE, 6" / COORDINATE WITH MCI. \ \ \ \ \ \ UGT\ GV, AND FHA / PROPOSED O TREE LINE , / G //♦��I I \\ \\ ly I //\\ \\�\ JOB N0. \fJGT UGP— � 40919 ---UGP--_--UGP-----U P-----UGP-- —UGP SHEET NO. UGT UGT _-TUGT_ UGT— UGT— C4.02 — — —=U= — _----- --------GT __T � —UGP — _ LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT ASPHALT SPORT PAD . -44t pLT N �1F I!, O' /r�pi CLINT W. 7SI�IFFLET >� • �Af Lie. N 54389 r i G 10/ 0/ 2022 L 4A o ,��t pLT k �lF 000 ,�� RESIDUE #1 8" GATE ��`� PAL RESIDUE ° VALVE CLINTW. Z 918381 SF r' � r. /- 0 SIUFFLET / �v 7, Lic>� / o ado•'O. N . SIJS�4� UBLIC DINAGE /���\ ' ° //// / 20 PEASEMENT,TYP. } ,'A,/jpl0NA'4111 •�4G� o DEDICATE EXISTING / / o •6 �' 18+50 8+00 1 50_' o, E ° PRESCRIPTIVE ar �-' o / °EASEMENT 17.5' FROM f oCENTER OF RTE. 631 T / /' W N °.: '�O vi N C 0 VDOT FOR PUBLIC UiE 36 19+0 R277' > E ° WPO BUFFER / FUTURE TRAIL BLOW -OFF ASSEMBLY PIPE DEFLECTION / N T �� w > 3 v 3 / o di CONNECTIONS WITH 8" GV; i rip ' ¢ o a 3 STUB OUT WATER �lr w THREE -BOARD 8"X8" TEE 13 s w s M PUBLIC DRAINAGE & STORMWATER / LINE FOR FUTURE w V s O / FACILITY EASEMENT FENCE DEVELOPMENT GRADING ° / / 20' ACSA �/ "NO PARKING" EASEMENT a > N N a o RETAIN G WALL j RETAINING WALL. 51 SIGN R7-1 w w V EASEMENT 8" DIP ? „ v u / o MA� 3.5' HEI(/H I MAX 4' HEIGHT / O 20' PUBLIC DRAINAGE 8"X6" TEE, 6" 3 G a x U) ° / FUTURE COMMERCIAL ENTRANCE, o ° / "NO PAR G" EASEMENT, TYP. GV, AND FHA ai LL wQ o RETAINING WALL 2. BY SOUTHWOOD PHASE 1 - o SIGN R7-1L "NO PARKING" _ N z ' ° ' 00 / / MAX 4' HEIGHT BLOCKS 9, 10, & 11 PROJECT �' SIGN R7-1R = > O 0° 0 a,To PROPOSED "NO PARKING" ° . 12 ~ g rn ' o / o TREE LINE SIGN R7-1 / d5' ^ 0 ' / 0 / / / / PROPOSED tJ \ w M Lu 0 I 99 LF CLASS`B BOUNDARY �, ° ' / ' TYIeE 2 PEDEST IAN / 5 J ) LINE (TYP.) Ox \ ° T / �L 20' ACSA PROPOSED3 ' 0 /0 IL DRY /' EASEMENT TREE LINE \� r ° - - r /0 20' PUBLIC / /POND 0\ \ \ ■ o ' 1 I ■ / 0 / DRAINAGE \ N Q� �° �o ° / EASEMENT, / / / \ / \ M o I 1�6RIN(f°TEACCE6S / TYP. Ox 0 ` ' o EASEMENT \ 5' SIDE ° / SETBACK / \ \ 0 S\ / 0 ✓/./ �\� III Uc/\ \•• LOTlA F / ' ° / 3576SF y o 5 FRONTLu o LOT SETB O/ o 3901SF 0 �0,o 0PARKING"NO /z 0 0O o SIGN R7-0rn• lR DATE / r 5:0° 8" METE"NO PARKING" ° SIGN R7-lR 3/9/2022O 0 0 o GRADING DRAWN BY 00 LOT1C "NOP 0 3892 SF SIGN.. 3EMNT C. GAYNER0 0 4" SANITARY 5 PEED J DESIGNED B Y0000, ° ° 0 o RAIL PEDESTRILATERAL LIMIT SIGN C. SHIFFLETT GHP� UFF CONNECTIO TY EDI&AT F STING-o/ AREA 0 LOT1D 8"X6" TEE, 6" c CHECKED BY EASEMENT 175FROM°o / / 3829 SF ��� \ \ I GV, AND FHA y \ • C. SHIFFLETT —GHI�— CENTER OF RTE.631 fO / / i 5' SIDE VDOT FO"tJBLIC USE / / \ LOT 2A ETBj � PROPOSED I I � � \ � \ \GGT • • SCALE _° i \ 4425 SF \N11 I TREE LINE \ � , _ _ _ / / O \ TIMBER STEP \ \ / \ I I I \ \ 1 "-_ 30' � o O 15' PRIVATE SANITARY - - - - 0 � - 0 KING p.) i TEEr: 8' x SPECIAL LOT 40 AND WATER LATERAL I I J J _ 0 PACES FOR 10 940 SF EASEMENT (TYP.) CHBURG ROAD o LOTS 8-9 611N�YFt I I • _ - - - OLD LAN I STATE ROUT � NTH) o / / 4087 SF h 5' r 25' MAX. FRONT 10' PRIVATE I • VARYING R/W ° MIN. FRO \ /' G SETBACK, TYP. DRAINAGE ( �� � o / 25' AX. FRON - \ EMENT i �I 20' PUBLIC 0 SE CK, TYP. ETBACK \ / 2 / _ EAS Lu DRAINAGE o � F • - 5, � � LOT/i2 � I I I t - - - - - EASEMENT o LOT3 - - / 2455 SF \ T " 8" GV • 5' MIN. 1 I 38'V0 SF �, � V R25' _ SETB ING" I, LOT 4 \S.TO "NO RK1NG'- SIGN R7 1 - r I I �/GP J 40'1671 SF\ SIG SIG 7-1L LOT 10 ZbT 11 I I r -i PROPOSED ° / o 28' G-1 2813 SF 2891 SF o / ,0 9 R25 SLOT 8 LOT 9 3' SIDE I i ' TREE LINE �� / , 1827 SF /'Zp+6 S� 2830 SF � � ^rirrr EMERGENCY � GRADING �- -� 0 / LOT 6 i � • • • �` � ' i 3561 SF ETBAC - ACCESS EAS� EASEMENT _ _ _ _ - - PRESERVED o ° 2984 SF\\ Jlp' , NO I j / \ I _ �� I GT ' STEEP SLOPES ° 0 j 3' SIDE � �\ - 14' � I � X� � EASEMENT / /2hx �10'PRIVATE — IIIFLEXIBLE USE UG o ASEMENT 8" ; _ I UGT-- 20' PUBLIC DRAINAGE (TYPICAL) o o � \ SETBACK • A / _ �\ U�'T� — - �X ° / \ / Dv ° • o \ 7 / "C 9 CG' 28' 6' °. rr•^ ERAINAGE YARD I \ z 0 STREAMS ER / LOT6B . ••' & / � , DRAIN (TYP.) STRUCTURE � I 3002 SF \ / 4Q.1' • • ( NO PARKIN \ TS &V (2) 11.(TYP25 6" HDPE : • (TYP.) I \ Z Q ~ / SPEED \ xh0 SIGN R7-1R � BENDS .) / LIMIT SIGN h / ; U) 5' MIN. FRONT/: 20' PUBLIC DRAINAGE \ _ (3) REMOVAL I I i / SETBAC / EASEMENT, TYP. _ / BOLLARDS WIT } ^ 0 �' �' v 55 KNOX BOX J LLl \ � 3' SIDE o� PRIVATE ► � � \ SETBACF�. o 5' , ALLEY-- I -� / 2 PARALLEL \ s F NT - - 6�G1/ FHA w J O 8 iQ PLANTING _ R -� O PARKING SPACES • x00 TBAK 'LOT 7A 5• OR LOTS 7A-7 STRIP J / ti6 0 i\ 2146 SF 41 P BLIC ACCESS J I I I J LOT 6C / �'G /A .' LOT 7B I MERGENCY I \ j / W Q 110 �S c/ / /\ SmME 1616 SF 4 SEZBA�K e EMENT y ��\ j O R218' \ \ 06 k k LOT 6 �\ / ' /iiOT 7D�� LOT 7C \ • I 8 TREEOL LINE I I \ \ ` Lu SF'1614 SF ) (7) 6' RI RS WITH I \�� t z / 3245 SF O � (0PARKI 1 �� INTERIOR HAN RAIL U) 8 ' PLANTIN �h „ - — 6 G / ,GARAGEc — — O \ — — p I� iN PARKIN G %�O G' I p u STRIP O /LfO IGN R7-1 (n�l B MPER _ _ UG - - - i _ - U O CONCR TE OP is • " QLA \ 3' SIDE Z� I GNIR7-1 B OCKS (TYP.) - - - - - - - - - - - - Lu - lS�FF�IIP \:. SETBACK — — W— — — �- — — — LOT 6E \ SIDEWAL \� ♦ WAT'Ei� i I (6) 6" W— — — — —W— — — — —W- 5' MAX. 2877 SF\\ O QJ i:: r:; `�/ INE,' LOT 7E .:;;: RISERS WIT P.) l WH�IRTONDRIVE - - 20' ACSA a ° " ?h0 / 2154 SF LOT 14 HANDRAIL o T FRONT EASEMENT x / \ 1838 SF I 1 CONCRETE PA SETBACK, \ a 102. RASH CAN ----- - J \ � / ' �• 30'•':' I I 1 KOR T TYP. / ` .LOT 7F w CONO #1 / \ ^ O 13 �/ zg 5' REAR ; / -- 16 SF LOT 15 1 I 5' FR NT 10' PRIVATE < ' REA SF SETBIACK SETBA K DRAINAGE I \ T p .\ , i TBA 1 0 10' PRIVATE 617 0 \ / 28' 6' 4 JLOT 7G /> e' 5' MI t FIR T +�_ - 1 STAIRS. REFER: EASEMENT NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. L 7R. DRAINAGE �$' im im I I THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND G 5 CG 1 Tg21 SF ; 1613 SF EASEMENT Z) TO ARCH. FLANS '� VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. TYPEIII �xh0 P' 3'SID / NO PAR I G" 5 z_ d 5 7" RISERS FOR DETAILS: _ /1 ' 5' REAR SIG (t7-1 y ID in WITH ANDRAIL- 1 wwi SETBACK LOT 16M I 1 BARRICADE �o R25' ' • PA'1617 I 8"X4" TEE, 4" GV, AND 1.5I' METER ONCR TE PADSTUB-OUT o"NOXk�ijy SFI 49. � 6' TEE, 5' T Rq FORSCAN STREET SIGN PA KING" RND FHA `�• k k 47.9' L!H Sy „ GV S N7-1 L -= STOP • • / LOT 17 I J I ' SIGN Ik • :; 1617 SF � 1.25" WATER LI E ;. 8 TEE 20' ACSk • k N SPA E .r:; i:; : •: 36) A RAMP WITH N�L2$ 6A Et1\ME k`= k ti ; 5' REAR 155 SF LOT 18 I HA NT G CONDO #333 I 5 b SETBACK 51COTRI E e RETAINING— :: 2352 SF RET.WU LL -- CG-1 \ s MAINTI AS WALL I c �p0 • �•. : (SIDEWA /LOT3 � SCALE 1"=30' Ioe No. 48' X 92' ASPH 1 � � /� P n P)3. SIDE SPORT PAD 46863 SF I I SETBACK q _ e �� 40919 RETAINING \ 3' SIDE +- z I 6"X2" CROSS I� _ J _ ��� 0 30' 60' I LOT \ SETBACK 11. 0+22.5 0 6"X2" TEE -- -J �\ / SHEET No. 5 RDA S ? �/VALL ETAINING WALLS " 2" FIRE LINE / / v NAME SIGN 5 FRONT 3120 NO PAR I G" o x BEND WITH 3' MIN.S C4.03 <\ „ \� \ fTYP.). REFER TO I + 8"x KEY PLAN L s�.'o/ _ ► �.. . 1 ���j� �� .�� o �� • • • / l _ . O j �_j ��,�,�:.: ����® • • ; Irk«© �I������ �/� �� . ------------------------------------------------------- lwj�qqq&9 w 4 IN NMAFM LOME 7. to,4w1, on SHE all M oomm 'A MME NPr CLINT W. WpPlog 01012022 PA PRIVATE 0 LEY ,.,..,tea,,,.. ' • • • • ► //- — - .. . . . • �� 1 '� .eE ..'�,�,� ��, OI , , . ���.� • • . RAIL LOT14 HANDRAIL 1102.1'— C#0#1 ��� I� e • '• I1 �� •• I� ill, —aim�=• �iNi . • • ®�i �� ,��f' �� � � Ii i1i i1i i1 %� �9 . .. �IIIIIIII •Iulnm��.° • • . • � • ;A� . � c, ' � Iliittl+iA�►Rii��--- �� II■ �y,m��iill.ir � •- ' o( •.,c. i 1i Iw Z� �� . ���IIII Illgl■ �F • "�' 1 • . t. ,, A HANDRAIL .,.c., • - ' ii� — �I .;. 0 / i iii • I �� -� � •► / . , .• .� � 1 dlii!?�1;i1� ��; III �! a, CONDO VALL DATE �►� t - r Ir���i��t� ��i 1i'il �!� •�cRETAINING 31912022 Ii i1� i1� 1� I .� u • 1 `�� �r .- r��i��-, ��• „ri���• --�1 �+� �l ll� �l � E�lII� � I�� ' I.:- -- ! _ - .:. 1 \ �� ' �•••�� `5 f �_�III �A ®gOuilin ui m •n•vI1 , DRAWN BY • • • eI INS' WW41I FIRE LINES C. GAYNER • �i11 rly • ... ���� •' • �'ll� ' IIIEMU • .. • �i���� alp. ► A OVER,• •DESIGNED BY VMIN. VERTICAL DRAINAGE SEPARATION C. SHIFFLETT EASEMENT FROM OTHER will I UTILITIES billliw CONDO#4 CHECKED BY �r:��� •' �� lr a�1�ilMvdii� liw�� 91111 � I 6 � . �•� IIS' �U i �z� 3 W"—, / W S �U) Lu �Z 1 = �C) 75 1 G RY SEW EASEMENT EASEMENT • ' .��. -� .- RESIDUE • .'�� DETAILS-'.- 918381 SF TYPE IIISIGNBARRICADE ®..,�A , . I , • 111 T BLOW -OFF ASSEMBLY; .;lSTUB OUT FOR FUTURE PHASES ei / � I \ � �. ►- . — - � I e , • . . •" EASEMENT GV, AND FF. :UMPER 1 INS • • / II I � Illi- .e • - • ��' V� � r ', 1�11M E PHASES W. �_ ♦i - ��. _ all - 01 SIGN 01 fmlEASEMENT 1 ` NOTE: A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OB= A FTE]FMI-I LOT 39A < WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER ARE REQUIRED ON THE TMP SUBMITTAL. 3596 SF 3'SIDE Elm �. of W—M 10 WATERTIGHT 0 / MANHOLE LID z 1 • 0 EASEMENT o 0 EASEMENT INSET II D. B. 2984 . .: 1982 SF \ / �, GV �' MIN. ON 3605 F O PROPOSED ��\�� STft \ LOT 37 :::'' SETB ETAIN G W O TREE LINE 2208 SF \ "NO PARKI MAX GHT EPK INUP E1 N, ` 40 5' SIDE \ \ \ / 5 &ETBAC T R200' : is i i LATE RA \ SIGN R7-1 \ M BR E (ST 1/ SETBACK (T�'P-) 41198 SL0135F \\\ 1 OA ZON� _-- �/ LOT 36D / / 8" CLASS 52 _ _ _ _ I _ \ \ \ 8"X8" \ \ 4889 SF DIP WATER FHA WITH I \ \ TEE LINE I GATE VALVE LOT 36A LOT 35C \ / (1) PARALLEL LOT 36C & STEEL PIL I I 5032 SF 4900 SF \ / \ PARKING SPACES // 4794 SF LOT 36B PEDESTRIAN \\ \ O FOR LOTS 25-32 / I 4790 SF CONNECTION I AREA 5' SIDE ' PRESERVED I 5' SIDE \ \ SETBA STEEP SLOPES I SETBAC — I, (TYPICAL) ( PARALLEL JOB NO. PARKING SPA Allow \ 3 3 40919 ` ` 100 ` \ PROPOSED RE TRAIL ' SHEET NO. TREE LINE CONNEC C4.04 L - - i _ -------------- ----- -- -- - - - - \ - — - - ----------- ------- _ — ----- . - - • • - I ---- - o � ��- •� CLINT W. ?i BLOCK 2 - ----- , ------------ Og3 \ ( _ _ _ 1----- ------ - — — — _ _ :; /7 SI�IFFLET > - - - - - - -------- • ----- -__ — —1—_ �.o�G�Li.N�/S4389 4� \ /o _— ------------ / 10/ — \ 0 OMP— — U i�S G� SCALE 1 "=100' \ \ I I o \ / _ - — — !� 0 100' 200' \ \ / / o o OHP'/ ONE ° I ° \ \ l0° �VDOT-SIGHT �/ ��� �� _pOH7� 0 o \ \ MANAGED I° DISTANCE o // / �� �pyp� / 010 E 00 / I o \ \ \ \ / STEEP SLOPES I EASEMENT o // / ,�� LOCK 9 ,�.`� c \ (TYPICAL) ¢ o °° v ( / / °° /// p BLOCK 11 I /�;� w > E 0 A V / N IO ' O \ \ I / O° D//�\\ W V>1 3 \ \ �. /tj q°° °°°° \ �\ , / �� / ° °° / / BLOCK 12 / wo LL 0 I ` \ \ / �� / wow, o �� ¢J VooLr; Z .. I °° O —'�: / o //QPg\OQ�"�P o o// / BLOCK 10 � %J V) W / O °lb z i~ o / BLOCK 2 // o o_ e o t ° _ Y i o L o, o ° o �° CLASS B TYPE 2 , oC 0 - PEDESTRIAN TRAIL ° I �% n C - o w 13 o .6 (297 LF) O o / ,� �\ I � _ I I _ II 1 I ❑ �o H \ L ° 19,166 SF 0.44 AC. OF o LJ °10 \ 0 °° BLOCK 2 INCLUDED IN /0% LO� $ o °° /o THIS PLAN X\�_J� /'-------- // / v/ ° o \ o / ° / — / / § i I — v 9— / �j�, T PARK 0 -/ i- ICLASS B TYPE 1 0 ,.. (3940 SF) o �PRIMITIVE TRAIL _ ° (405 LF) - - :. I J / l UGP— \ \' ' 1 /1 Q� w H 0 0 - .... ° , 0 I JJ,, -/ I x a o 24,223 SF (0.56 AC.) OF / y- TRAIL _ 1 {` g W I n - `� v o ° ° O 0 ° ° BLOCK 1 INCLUDED IN / i -- PEDESTRIAN II �/ \ / O �\ \ v I I `y? z i/ 0 0 0 o THIS PLAN _ CONNECTION / / \\ \ / p 1 0 DATE ° \ u o \ �...• 11 LF �I � `v• . 5 \ 10 036 SF 0.23 AC. OF \ I > o I I BLOCK I INCLUDED IN - Ij \ \ 7 l \ Q /`o a ' ° THIS PLAN � GARDEN ` \ J / I 3/9/2022 I J G:'7 (2693 SF) _ r l �_ 1 / \ 5PN n ''i'4 O i o I �W \ \ I I DRAWN BY I �\ / O I --W--- _ \ CLASS B I I >� 4" . ° _ — . ......... .... GAYN / I I BLOCK 1 0 O o 0 0°>?: '.::::.::: TYPE 2 TRAIL I! A 0 0.�C ��$� n O ,` \\ \ U I� D IGNED B (746 LF)``\ v�V DESIGNED BY 00°°o / ,.�}' / PLAY FIELD I Q \J\V J / \ \\ ///''� I/ • C.SHIFFLETT ° II < BLOCK (4415SF) c U U p \ VJ/ -Xf I ' I i\ \ L-� • ° OCK 3 _ c o I I +0°� �G i� /-PARK�O�/OO \ ��\� �W • CHECKED BY \ °°° I to I / �//\\�� (555 SF) I I I / / / / Z\ / �� f ��\ �\,j_ n • 1� %, , O C. SHIFFLETT 0. o y` ^ I °1 / I 'sPN / B L 5 I / / / / / / \ n oF4 , /p� / \ J 1 1 • • SCALE 0 o ' I I � ,-'' / -' �� � LOT -- I G � � _ �. „/ / , G ,_ \\ \�\\ U � � � � ; `�'�� � i "=ioo' \. \,�'�'' �� (1866 SF) / �`� /� \\ \\ \ \ \,\ 13 / / '� /�i C\ ` o , • ot ° �004G _ °° \�\ \ \ BLOCK 4 / �� �Q� / \\' ° \ \ /' W o \ \ BLOCK 6 �j \ \ I \ 0 \ \ \ PRESERVED _ / 0_ \\� \ %x l J \� am STEEP ' / O ^ / n /G o \ \ SLOPES \ // / /"/ "/ \ /\ 0 . \\ \\ `. (TYPICAL) I / / �/ \ �► - / / / \\ °�y�y4 / \ \\ \ J �\ N \\\C\\ K INU�E) IO PARK �� // / \ t1� ' / Q �\ !\ \ / / \ i \ H� \ o o\ ( (1855SF) B OCK 7 / 1►� / rr r�r \� ` r� n� \i/ `:P4. \ \ \ \\ 0 \ ° 0 O o 0 0 0 0 0 0 0° COMMUNITY J \? o v�_� _ �Ov o 0�'e1-o GARDEN / / `�% \\ q^ �j \ ` \ v \\ \\ Gc �O'� °o -��� A-N-- 985SF) \I - -\ =i! \ ^ ° ° \ �. ` /.\ TRAIL \ 0 0 \\ �� PEDESTRIAN \ \0 $yam 0 CONNECTION / `oa \ _ / / \ / / z 105 LF 0 0 ( ) O i > 00� J � ° l E20'SANITARY i C \J :?°g'"� 1 \ \ \ n �'= ^ J \ 0 tilp \ .\ WER EASEMENT / G J ' L.L J o �� =UFFE �� B. 2984 p. 688 ° Q 0 \ , 0 �� 0 0 0 0 0 0 \ ���y EgOANMH26 ° /� Cf / // ' � $ \ \\ ° �� °' yYr ` < / O w U \ �� ° 0 0 (WAT�I�TIG oT o EN oE9 0 /� / /a / ! ^ / \ \ �- J- - -LLJ Q 1 0 0 0 \ 0 0 TOP = 396°1 0 .O ° / O i / ( ! / / / \ \\ I�/ ' � Q I� 000° \ 1.1.=390.8 /° / O � QJ r — � //l/ / f� / \LL U 0 0 ° o \ \\L 0.= 39 0 . I I %— — = WW\ / / °C \ / _ r / / Li A \ /�(% O �i °°O ° \ \ ° a ° ° C — o \Lu C.=� \ 13 I NN, 0 L V/ // tXSANMH25 \ 10 \ (� % I n / (WATERTIGHT) )0 I l I � 1 .\� 'r^�/ o TOP = 396.2I \ / C i r- y� / t O 11.=389.0 ° y% /�� Wi �� yy O ' 0 LO.= 3�9.8 G� �I o / r i/ / \ \ \ I = y < \ \ Q ❑ / 1 ° \� II �II ° 1 • 0 II 0 I / 1 I/ / \ ✓ \\\ > \ \O UGP� / \0° / I lei o / L/ J/� \\ �L O �� / \ \\ LEGEND O 0 ° I III 0 ` \ \ \ OPEN SPACE / 0 0 ° ° o _/ vH \� ;i V NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS 0 0 0 I. �or1°`""'�as'} O\ 7\ II GREEN SPACE JOB No. / ° ° ° la;� II OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH / ° ° �� ° 11 BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING 40919 / ° ° ` �` ° / — — — — SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH RECREATIONAUAMENITY ° \ o ° ° \ CERTIFICATE OF OCCUPANCY IN PHASE 1. SPACE SHEET NO. ° I �- L 1 I I I NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE 1 I 1 I I I I EXTENT DAMAGE NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR ,t pLT F+ �1� r0I 1 I I I �r4L CLINT W. II II I \ \ \ \ I\ I\ I SCALE1"=30' 00, l0/0/2022 c I/I / , , r <�_ — r —�� _ — — — ' fin: _ > 3 / / / / / / / / / / / _ _ /s— / / / I� -- --------------------------------------- — _ — — — _ _ _ _ ______ ----------- ______ a \\ \ 496.9 / / / wr aLL o 3 - -- _ +------------------1- ------ _ // / / I 1 \ \ ______________ �-__-__ / E__________________________� _-i W _ —_ W V oo Z / / / l I / I \ \ \---1--------------------------------I W - ui O ----- - -- i \ — _ _ a -- �--�---- -� ------ I I 1 \ I _ _ z_� 01� tea' ----- \ ` �' ~ � w r- \ 1 \ \ - t- - —T - - - �, �` �� ---------�--- II - \ — r \ -- — - 1 1 \ \ \ I \C 'i` &�J — — —� —L— — —� — — _ _ _ _ _ \ v - \ a � Q o v C L-- -�--------t-----T-- \ \ \ \ \ = — _ = - U �o I I I I I-----1 1 1------- I I \ \ \ IG� \ \ — \ _ _ _ — / \ / _ _ _ = O I \ S v ry Z 2 110.02' -------- 1 \ \ ---- \Ir ------ - -----F-------1 - 1 1 ` - -- - - -- -- -- - -- - - --- ------- \ 1 00 I t----------- T \ - - _ m M w - - /x/ j� C /JI. T \ � b v � \ \ \ \ \ \ \ \ \ \ \ \ \------ ----- ------ UNDERGROUND \ ��-- .- E-- -�- \ \ \ \ _ __ -- __- _— - vi w ------ - - \----- - ` - t _ - -\ \ \ c OUTLET PROTECTION _ _ \ / ' _ 510 i , - - - - - = tl \ - - _ _ — _ — - d --- J _ \ ---t \� OP6,SEESHEETC3.02 - / �' -'--'--------------- \ 506 1 / \1 / _ I ` c P ��, v,v-moo— _ C _ - 86 - / / - \ �� __----------------_Lu p!;� FLEC r�$�� _ . �P ' " - - _ — _ _ - - - _ _ - __ - _ _ /��_ VLINE GP - // / / // — ------ _ - -_ - ~ N \ / / / _ _ _ _ _ E,VA LT / _ �� ' '�AHT / 05 / ' b$ _ / / / / / - / / / ^ - - - — — — — - _ - — — - o 77 i / / i _ _ i — — — / — — — ___—___ _ _ — —_ __ _ _ _ _ _ w OHP�� �y�� SOH / _ // // / // // // / / / / I i//_____________ _ — — — —_— Lu > F \ �T� / lea 50 _—_— I _—/ / / ' , / —_—'I / I / / I GP ��I' --- Q O _ / / / / / / / , / _ 20' PUBLIC DRAINAGE //�ca / _ UFq / / / / / / I I , / / HP \ p H.'ELECTRIC EASEMENT, TYP. ' / O _ _ / / - - / / / , / / / 1 v� DATE / , , / / ' / / " TELE & TV L/NEST / � , O 0PUBLIC DRAINAGE / - 8/24/2022 ,EASEMENT,TYP. 510.4 0 xODRAWN BY H J T� _ x 170 / / -,I �. U // // / I\ s -i- / o). / Oyp� / ' / / / / OHP+— — OHp— I / �� \ \ / / / / • DESIGNED BY / / / / / / / / �9' `r P' ' I / / / / • C. SHIFFLETT / ? OHP / - (/�C•_ / CHECKED BY , -�- / ,/ ,�I 69 / 17 v / / , /-- ---/ oHP� \ ' / - ' " / / / • C. SHIFFLETT SCALE r'/ 7 1 Lu \49as 169 / ARCEL 07600-00-00051A0 SOUTH D CHARLOTTESVILLE LLC NEIGH_BD MODEL DISTRfCi DB.47 - 198 ,,'' �llll / I/ \\\ / Z - _ _ _ _ _ - - Lu \ \ \ \ \ 20' PUBLIC DRAINAGE / I o rn v \ \ \ \ \ - _ - - - - - III \ / / \\\ Q w EASEMENT,TYP. // I `� \ \\ \\ ` \ --- ------------ — 2: J Q N \ \ c \ \ -- — — —— 1 20'ACSn _ _ _ , _ — I \ \ k. Q < Z c ----- 162\ \ I I EASEMENT / / / o / \ \ \\ � � _ + � � �--'! / / / n Lu 494, 165 \\ \ \\ 6 \ \ `\ �\ 10,1 20'PUBLIC DRAINAGE \ O --——— — — — — —— " \ `3 c 58 o co 6011 i C) bi —�o --v v v v - — - - --------- - -- — / _ _------------ ---- _ / / ///// ///� --_- /LLn E O - �7`�'1-_-_-__ — — — —__ — — — — — — ___----------------- -- �- - /'/'////////'/�///'_ V mN - - - - v a v 61 0 492 00--------------/--------- ----- -- \-------_-� �( /" //�/11 \ \\\\ram- Do ct �- __ _ 2 495 164/ 3 485 / // // // / GRADING I \\ / --,',' — \(— — — -f-4 EASEMENT _ J--- J--� L -- -- 495 I, I \\\ \ \ / _Jr _ / i _-__ i-1r--------- �] 06 485 (/ \ ��--� �\ \\ J �+ ------ / \ _ JOB NO. No L_J �'"— %/ i;�-_—� LJ — — `/ '� i l l� , 40919 / SHEET NO. N0 _ ; / . i /� \ KEY PLAN C4.07= E L / / / / / / I I \ -_ ♦ c 432.4 I I ? 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SEEC3.02 \ OP5, SEE SHEET I - - - _ _ _ 1 ROAD PROFILE ON - - - - - _ _ \ \ \ \ \ I I \ \ \ \ 20' PUBLIC DRAINAGE I I SHEETC8.01. / --_------_---/ / / \ ,/ I \ \ \ \ \ \ -� / \ \ \ \ - - - I \ \ \ \\ \ \ \ \ \ \ \ \ \ EASEMENT, TYP. 7 / 150 / _ L / \ /� I \ \ - - - - - - - - / \ I \ \ \ \ \ \ \ - - - - - - - \ \ ` 00 t5 �y0 Q55 A A6o �6� _______________ /_�_--'J -�\` - - - - / ///// \ \I I \ \\ \\\ \\\ \\\\\\\\\ \\ \ \`_-`\ \\ \\ 1 EASEMENT / _ \ 162 - - - - - - - / I - - - - _ _ _ - /' /' IJ I \ \\ \ \ \ \ \ \\ \ \ \ \ I I I I 1 1 / w LL _ _ - / \ \ \ \ \ \ \ _ 1 Q w /'/'/ // I \\ \ \ \ \ \ \\ \\ _ / 165 > / 1490 a /--------- /I 158 \ \ \ 6 \ \ \ \ w V o \ 54_ 475 - ao. _ A- �� \ o Ali / w Q q 07 W I a• � - - _ _ A8 \ � _ _ - � J W < C) LL Go a It m - w 53 153 0 53 LEC a 6 0 0 z GRADING \ W / \a I v 159 C 161 / a / Lu U Q EASEMENT 472.5 - - \\ \ \ 155 I, 20' PUBLIC DRAINAGE' EASEMENT, TYP. 02 460 \ \ \ \ \ \ \ 4 \ \ - - - - / � � / / / - - - - - - q6s \\ \ \\ \ \\ 475 480 485 // // // // / GRADING O \ 20' ACSA LOCATION OF-- / EASEMENT 4P� > /�. \ I 1 GRADING INTO_ /�c EASEMENT) / PVC TO DRAIN I STRUCTURE. SEE - _ _ _ ' \ I NEAREST STOI \\ ' I� - ROAD PROFILE ON -� _ - - /\ // \ • \ 475 480 485 _ - �- - cy STRUCTURE. SI}E \ \ SHEET C8.02. - \ / \ / D PROFILE OI� 1 � � / I / ' ✓ � I ( I \ \ \ / ' � _ \ 3 _ _ c // II I I 4„NEAREOSTSINTOTORM \/ .� \ 'If- - - _ - " ' L \ \ /� T� r� / I STRUCTURE. SEE SEE DITCH t \ \ \ ` \ \ \ _ _ _ - _- - - - - / / / / / - \ ' - - - _ _ •� / / I ROAD PROFILE ON I CALCULATIOf�� \ - , ` \ ` - - - - - - -_- - - - I� I / //uGT\ / // SHEEtC8.01. OE�SHEETC6.00\- \ - - _ - -------', JOB NO. )NoklCb-LI / ,'' \J '---____ _ -\ f ��\ /� I / -47R� I ,, - \ - - --__------------ D AIN TOI // / / !— — — — — — — —--------- ' " / / / /� , / \ART I I I I / \ _ - - - - _—_ �— — — — — — � - _ - - - - 40919 T I I 1 _ SOI�M /1 1 ' — —UGP— — - — UGP— _ - — - - - - - - - - - -DG?� — - — - - 'F-- ��- UR SSE I / I \/ ` / ' - - - - - -� —UGPI— — - — -�-UGP— — - — '-11 —UGP— - - 20FILE ON I I 1 / _ - - - - _ _ d J GT-I- — - 1 -- -F+- 1 _ UGT - U6T - - _ _ _ _ - - - UGT SHEET NO I \ / - _ _ ' / / ' �� `/ / / / _ I r j _UGT _ _ _ —I UGT— - _ _ - - - - - - - - - - - - - - _ — — UG C4. 08 UGP L ° / / / / / , � \ t / I I 4" PVC TO DRAIN TO - ;_� _� 141••440440• � / / / / / / / r , r / / - - _ - I NEAREST STORM ; ; _ _ - _ _ • A (/ r +\ ° / / / / \ / / / / r r / / / , / / / - _ \ \ \ 1 411 OUTLET PROTECTION I I I - _ _; - - _ _ _ _ • �;F F w o - - _ - _ _ \ \ \ / STRUCTURE. SEE • /� ' /o / / /' /' \ \ OC3 02SEE SHEET I I 48 1 / _ : -it � 1 I I I / a\ ♦ \ ` \ ` ``\ \` \ / / / / / 416.4 \ o / / / , /' / / / / / / / / r / / / / / / ' / ' _ \ ROAD PROFILE ON • CLINT W. , ° / /'/' SHEET C8.01. / - - _ - • � r . pl , 11\\ \ �\ / / / _ / \ /° _ 150 •v 7Sj tLET >� / d / / 45 --- \ / l / I , / / / / I 1 1 / / /0 of,' ,' ,' ,. , , _ _ ' - _ , , \ oo pp o p5 A �Ao : G 10/13/2022 0 / lI li lllll9/llilll llll1 II I / / //� / / ��0�'� // '// ° / /// // / /,'/'�/// /�/,'/ __--__ ss �n� Zi s Gg. / I / /4P o / / / / /' / / /' /' / / , r / / / , ' ' EASEMENT, TYP. - _ g •�1 •r /, q 1 1 / / l l I I l 1 C� / , , , / / / 20' PUBLIC DRAINAGE c� r� / • 1, l /, I , , , /j Q �<41 0 / // / / / / / - / 149 ������♦ / / , / / / / 4s r 0!1AL yQi;,/ 0�0% / / / / / / / / , / / / / , / , _ _ o l°ll,/ ,,, , / 1 I I / ,\Q'////' QgQ/\F'-\ / '/ o/ / / // / /f / , / , ,/,' /, r / / / / / ,' �/� pro of / — '450 o/ f 151 oEo, C oI u 00 / / _ \ • , /, , // I ' , , ,, / /�;'',/ // , ,' /,,_,,;/,�; ,' ' , / , I �I , l° , , j' , / I ,' / ,/ /42 .5U' / // ,/ ,' / ,' // , // // ,' / - U w 3 / �/ /' � 144 147 = /,° /,// / l/, / / / I I / /° l , , l l / / / / / / / / -- �r�3 //// / i// r ,o//, / // , / / // /l / , / / / o / '/ / az8.'0 '1 / , ,4$ `r ¢a o 3 / r / /roi/, //i// /'/ / , / l / I' l l /l / / / / , / / , , / / / / / / , // / / / 5 \ 5 \ pw - / I / THREE -BOARD ' , o , ' \ \ \ \ \ \ \ \ \ \\`GRADING w o V O r // // /, / / / / ,, / r / / / ' /' ' ' ' a'/ / / / /'- / / / / / / / PUBLIC DRAINAGE & STORMWATER / / / / , , _ / /// i!, �'r i'/, i s� / �i,' / / ' / �/ //l 1 / l / / /' FACILITY EASEMENT // °/ / FENCE / / / / / / / / / / , , _ _ - - _ _ \ o rn '/ /V/ . / / / I / `\ Z \ EASEMENT o o n /' / / I l r / 1 o RETAINING WALL 1. 8.7 1 5� l I I /20' A SA 4 _ _ - _ \ \ c9 W M a v / / / / / / / I / / / / l I l I I CASEMENT N — F ._ v w 6/ / // / / / / /� / / I / 13' / / / / / / / / E / / / / / / I I BW / l / I S4 I z ~ y a /� / 1 o MAX 3.5' HEIGHT / /IY/ O a3i!00' / EASEMENT, TYP. � a Lu � 1 20' PUBLIC DRAINAGE ' \ 3 O � >< cn 6 / / /// // /,// /; , / l �/ / / I o I / // I �I RETAINING WALL2. I I If I --- --- a c O o / I �\ IGHT h En > O 2 o ¢4151 I YRETAINING WALL. m MAX 4'HEIGHT � O/ w LOCATION CD-1. , 1 0 / / ///% / / /,/, /,/ r,Y Y/ / R�// %/' / //,r / / // / / ,/ ,6 ,/ / / / / / /// / // , /, // // // / '/// / / //' / / ,,/ / , 'I // I' IIII IIII I III 1/I 1 11I \I\ \ �II \ \ ■ I / 2/6.5 \ \ 1 \ 1 1 DRAIN- TO /\ \/\ voi O 1 o 2°PUBLIC az�.i• /o/ STORM o/ / /rQ / / STRUCTURESEE EASEMENT, 1 �o ROAD PROFILE ONI11 TYP126 / Aj, I----' SHEET C8.02. /RETAINING WALLSrW MAX 6'HEIGHT W/ 2Zy ------ _ O �� �0QWdwO ,',','/ °, /,/,', / /,• //, /m , /r /,, // // , ,_ , IIi I I; II , 1 1 1 I \ r- ► / /r oI, , /o../ , /7l/B6W0' '/ / - , \ 1 \ \ \ \\ \ \\ \ \ x ;\ .\ 450 I \ I1 I , lI I, I'I //// \_.` _��\ /__�__ti� ___ __-----_____ NnNj'/ P, rwcur,, aP - a � o T//O/ o 'o'/' o I 4 DATE / / NEAP > C(I /STRUSSE 8/24/20226o rO 9/ OA O DRAWN BYj ,6W ,tL EjON r o / GRADING / a3470LEASEMENC. GAYNER°9 bVV �/ o o - - - - - DESIGNED BY //' / / �/I // ,t' _��'—/��/ /•oHP/� / /° / /° /o o ,/ ��\II \\\ lGT 1I -_ •• C. SHIFFLETT 130 oH / /o`-- - -- CHECKED BY 138 6 �o 1 C. SHIFFLETT I o o OH /o/ I \ \W.OAK `\ • iY SCALE r• / 132 3$ 13 \ o15\ PRV\ \ \ \ \ I \ \ �\ \ \ \ \ 1,_30' \ /LOCAT19N-�D-2IAESANITARY 4'=PVC TO-DR/41N TO \\ NEAREST STORL/ / 0 / , 4L" OPNCVEACATRTIOOENSDTORSFATICNODRT-MO1. - - - - - J I / l \ ANIWATE�LATERAL \ \ \ \ \\ \ \ J \ \ E�SE�ENTTP.) \\ • ROTRUCTU�E. $E' AD PROF] (/ . / , , STRUCTURE. SEE � - 4q4 1 - _ - \ 1>;0 \ � \ \ ` \ _ \ � \ / ' ROAD PROFILE ON 1 _J _ \ \\ \ \ 10' PRIVATE \ I I \ \ \ \ \ , , , \ \ \ SYCAMORE • rl I' 414.1 C8:02. _ \� \ \ DRAINAGE / °O 23 ' O /' .' / �,EASEMENT 20' PUBLIC �' p / Q3 / / -- �-- DRAINAGE ,o .' /' /' �' /' � � -- � _ � ��/ � �\� \ I- I� \ \ � � \``��\ (Lu� ------ EASEMENT O / / / / ,' / AN T 210 4q? - _ /' \ rl \\ \` \N,V J _ LOCATION OF CD-2. \ \ J ' / ' ' ' ' ' 94� .. 211 134 '- - - - i 4" PVC TO DRAIN TO LOCATION OF CD-1. / ? / ' ' / / NEAREST STORM %� I I I- - 1 �" '� \ \ \ \ 3 TO DRAIN TO NEAREST ' ' // /' / 9� /' / /' / ,' ,' / / 'r / / 12 216/ N - 2tffi ' STRUCTURE. SEE �\ I —I I STRUCTURE. SEE ROAD /' / rr' ' ' O / ' / - - - ' 1 ` / ' / 'r ' ✓ - ^ fiiif IGRADING \ )MAPLE \ 'ROFILE ON SHEET C8.02. ' / / / / / o / / / ' / " '' ! 209 SP 1 ROAD PROFILE ON - I I �c I EASEMENT _ _ _ 1 _ ` \ \ \ / / ° / / / / / / i::. 440 , 15 - - - - - SHEET C8.03. - - j I r- y r//�STEEE5 boor / / / / / r /, 1 - - o /� I I \ � , i \ \ G1 r / ' i. r : ' - - - - b I + ' I [iGT— i �/ / \ 20' PUBLIC DRAINAGE / ° ' ' ' (: _ - i' / ' / / /_ , / r p r / � -- 10' PRIVATE s / _-� / I I 1 �--t/�7— EASEMENT / / 123 0 / / / / �� / / / / / /r F .:439 / ' 21 _ d - - DRAINAGE - - ? / - - 454. �X z 5/ o /, / / / 21 , _ - ¢ — — EASEMENT _ _ i -�- I / I I v/r /' / .' \ Q 8" YARD / ' T 202 8 E� / ti0 r // // h / ::,:: \ DRAIN (TYP.) _ / c I/ I I I / r / / / J / / ' \ T HDPE / ' i I / / \ �/ (TYP.) I _As7 - � / ' I I I I \ I' // ,' / /' / / / , w a_ LJJ DRAINAGE _ --- - ' / / I ILl�� ' / ' ' / > EASEMENT, TYP. _ I / / I A- /, ^ / 1 i' /I J / / 4// � /// �/ L.L LLJ Q y IIr r LLJ 45. II \\ \ Iy I/ \� // // / /l // / //' // /1 \� LL Q 1q6 0 Lu +�6 5 I z V c I / 7`� - - O z \ I I L7 I I /- UGP - — —UGP I — // 11 46 7---�--- W 03 1 /I :! / //�/ \\� \ ` `233.: \\ \\ \\ \\ \I II/ I w—i— 1 �— —wi— — \ w— 23 '2QCSIA'\\\ 234 \111 1 1 1 4516.9 EASEME 100, 10' PRIVATE 1 i 1 I I 1 I c \ \ ` \\ \\ 1\ I C\\\ O DRAINAGE I 1 I I I 'r \ \ \ \ �1 ` O I \ - - 1 1 I c/ .8 _ EASEMENT � � � o v ` 4" PERFORATED SCH. 40 > - - pia - I I 1 \ /° 0 1 � i I \ \ /PVC UNDERDRAIN (TYP.) % � -DRAINAGE - - _ I _ _ _ • I I / I I NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE 235 I / 1 1 EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGEi. \ i . � 1`� � M. ` FOREBAYWALL — \� z v 300 k k 400 (SEE SHEET C6.01) 04 I � \ I ILLIU111 r 223 / ,' ' 236 k`I E/1SEME , 1 OL��� `\ 03 pA0 �. p50 224 I / LOCATION OF CD-1. PRAP 302 431k.9'p3 "� \ 1,.1 239� � 4" PVC TO DRAIN TO NEAREST I v g3 — 433 238 �40 STORM .I / STRUCTURE. SEE SCALE 1"=30' JOB NO. f- I / / ROAD PROFILE ON i r ' i 40919 _ 406 / /' — — v — Z ' / SHEETC8.03. _ J,I '� ° 0 30' 60' y ,X, 108 434 /\ \ \ // ' / i/ / _ 10y ' / /—_I I \\�/� L SHEET NO. �. KEY PLAN C4.09 L LOCATION OF CD-1i 4" PVC TO DRAIN TO . ? / ' o / — — I NEAREST STORM ,�� t pLT k CIF ��0, 4" PVC TO DRAIN TO NEAREST / , / 9 r / _ STORM STRUCTURE. SEE ROAD / / / / / / ,° ' ' / / , \\----- - - - - -- � r ry. �� ��-- - -- STRUCTURE. SEE _ i,Q ' - PROFILE ON SHEET C8.02. ' , / / / / o , ' �; . / � ROAD PROFILE ON T - /r4 • / I /------�/ / / %, // /�P�E�ER ' ' /oo/' / / /'//' / / ' /// ii/�.'0 / 209 15 \ -- --- SHEETC8.03. _-- - - o j� CLINT W. ?: 12Are .d 7 SI�.LFFLET > 'STEP 3tL 6 / / / / ' / ' - - - - h ♦• Oa - / 20' PUBLIC DRAINAGE `o Lie. N SIJ6! 4� P i OUTLET PROTECTION,,,/ - - - - d • —_ EASEMENT / 123 �/ / o� / / 43g / / 2I _ d - - - DRAINAGE - - •• „ 8" YAR Q 01012022 - OP5, SEE SHEET C3.02 / // / o ' / / i�' / / — — EASEMENT • o, G� c SCALE 1"=30' , ' i STR AMB E / / - - • GABION BASKET' ' %� h / h / : / ' DRAIN ( ) �i'rs/ ��i / 201 202 / `L / / `5 / i � A � � _ / ANAL � 0 30' 60' FOREBAY WALL .' ,' 00 / / a I / / b / / . / 09 10 ' , - - - - T YP PE yS •~gNCN��, (SEE SHEET C6.01) ' ) r/ PUBLIC DRAINAGE / EASEMENT, TYP. E KEY PLAN o. / . /' o I I ✓ / r o o� / / /� �: '�/ / 219 'ou^ NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE !!o OUTLET PROTECTION / / 0 3 s v a a A EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR - OP1, SEE SHEET C3.02 ,' °> / , `* I I I / �°i / \ /i \\\ / /' / ' - E DAMAGE. r I w E ;- U w 3 _0000, A ' / 5 I / , / / 08 07 / /\ ME ' �P 45 . _ _ ¢ LL o 3 �i 7 ' /� // / /�k 6 I I ✓ /' / / O \ / / \ 2 ow W t ti 100 / v d ( I / 08 '%\\ Ti _ 27 _ a_jV ri O �% / i i i / �/, i / ,� / d13 ,'1" • k ,(� k , , 1 I , ', 436 <b:. / I v — -I - - - - - - - - - - \ C7 W `w a / /, dk -�" �2 �vvv f -� .. N fh y� h _ to I z rr 01 000, / /r / 4" PERFORATED SCH. 40 r y k k / I �� / \S / ^ / \ / 1 q3 'A v v c ' op 4 z I p ,r x U) PVC UNDERDRAIN (TYP.) r R1 k �•` t y / / 1 i Q ,5 / / Tj \ l / \ 8 - _ _ - j — — AQg 233. - \ 9 � v LL w `k \ _ } 221 \ o = IN / Al / j`•i`` k , r / l \ - _ 23 I -� \ "v>O O W d k` t tQ1p / / , 435 /\ �. \ 404 - I I 23 I dy0 ¢ u; N d1 ty t /` 2p' ACSA co \ \ _ 3� _ _ 0 rn °° EASEMEf ' I/ `'\\\ i� d - _ _ I I - -- I --- ` \ 234 w _ I_ _ DRAINAGEE 4" CLEANOUT (TYP.)'` • ' / `r 0 )' �' I 4" CLEANOUT (TYP.) �- _ _ _ I I I - - o o _ k Q T Af9 BU o v 1 I 1 / 4" PERFORATED SCH. 40 T�� - - - DRA NIAGEE do - c _ _ I I v _ o / 17 6 1 .8 \ ,: EASEMENT o ,�• �' PVC UNDERDRAIN TYP. o �� / 102 1 \ �( ) // EASEMENT 235 N d pP�pIN AI '\ GABION BASKET \: \ d52 I p STORMWATER FACILITY ` \ ? D I / p w n, \ FOREBAY WALL ACCESS & 20' PUBLIC M 400 o _ •.r 1 00 k (SEE SHEET C6.01) 04 0: W ' o o _ _ _ - - DRAINAGE EASEMENT \. \ \ _ p3 / /) 1' p ° �Ft Ii ' i ` \• \ / - 04 'ES 223 ' /' ' 236 ' ~ rV Yowl�'1� o o °� ' F _ PUBLIC DRAINAGE & STORMWATER / ' ' , ' / • cb SEMENT i; r:; r r: N O� / i p O' _ - ' FACILITY EASEMENT' / / _ - ' / ' _ o �i 20` LU AC$ ` y t k \ \ , , F r/ , w _ _ SEME • k ^� 03 y sl I 000 - _ - / /k Q31 by9 P°' \ \ AQ 1 dy0 /, I LOCATION OF CD-1 Q 0 0 D y �! _ - / _ RIPRAP 302 43�•9" 40 239 4" PVC TO DRAIN z SPLASH PAD' 405 \ I ' I I / ry/ 40 TO NEAREST o / ah 238 , STORM DATE I 't / ' STRUCTURE. SEE , / QQ ROAD PROFILE ON o 41 1: / / , 812412022 406 \/ // /' —/— v — z / SHEET C8.03. } DRAWN BY 1 PRIVATE, ,' / / /' /' / ,' / _ / / / / / Qd`L >'• / I I _ / DESIGNED BY PUBLIC DRAINAGE & STORMWATER _ - / / ' / ' I \ p5y . DRAINAGE , ' / ' • C. SHIFFLETT ' ' S 435 / / / / \ / / ' r' /' / / • - / ' ' / / ' ' P ' i FACILITY EASEMENT _ _ _ _ _ / 45'0 / ' EASEMENT 20' PUBLIC / I \ 45 / Q55/ , • CHECKED BY ' ' i' • C. SHIFFLETT 1p � 458 241 � � EASEMENT / / ' / i .I .' � • /' /' / /'/ EASEMENT - / / I SCALE k W ' ' 20' ACSA - - I • 1 "=30' Z / ,' /'/ '//� /' ,/ // / / , �/ //' / EASEMENT 437 I\ I I \ 225 I-' - Ir / Lu W / / / / , // / / ' / / / , 436.7 ✓ / - / yy I W _.PN / / 1 1 / \ , I �l / Ir / 440 ` 7 / I I / / �� V CL J /; 1 / ,/ ' / / / � I , ' / // + ,' / /' /' ,' / � � / / 1 / / / 4Q? ..... / Qao /' X/ ri , I I l I , / / I 1 / / / / , , . \ \ l l / / l /r , J RIPRAP I l r.. / 20' ACSASPLASH PADC EASEMENT LIC DRAINAGE LOCATION OF CD-1. 0 z --- , 4" PVC TO DRAIN 16 / TO NEAREST 20' ACSTORM S / 17 / ' STRUCTURE. SEELu EASEMENT I F I ' / / 16 / s ROAD PROFILE Q \ \ \ \ \ \ \ \ 1 / ' ' II\ W ON SHEET C8.03. �2 U w 117ARY SLrWER \ / / / ' / / ' / / 1 / / / / / ' / / \ \ , 445 2 / ' r-� / / / cC \ \ \ \o , l ' / / ' ,'/' '// / I I / l <o��/ / 0 ¢ Z If Lu .3 Q / / 17 h / EASEMENT W LL Q/ I I I I I / ' PN 1 418 v - % 0 coV 440.81 1 /� I / // /////'// �'/////�// //�r?o �� n�o ��s I I I I I / 1 \ m rrnn / I I - W z V lI l l / / / // // /// I I I r S / \ .v.. / , =) /I, Z \ \ \ \ 1 1 1 I I \ \ \ \ \ \ \ \ \ \ I / / / lI // // � I I I / 1 ', '�./ , g � 419 � :� / , O _ \ 1 \ \ \ \ / / / I / I I l — -- PA`RCEL �09000; 00-OQ-001 iF0 I 1 1 I \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ / , , I I I I I I / I I I I / / l I / / / / I I I I I I I \ / ' ; , 9• o n � - , , SOD(TH OD GHARLOTTVSVIL E LLIC 1 \ \ \ \ \ \ \ \ \ \ \ \ \ / / , I / 1 I I I I I I I l / / / I I W o�% \ \ it — / / / I I I , I ���' 1 , , / ' / I I I 1 /l 1 / 1, I I l ,Lp , o / / / / I , / 448.39' , I I 1 I l / } , III ' 1/ I l , l /l // / \ I I I :4 � 1 o I I l / // / / ./I I I/ l / l I I \ 1 1 I I I h^ _ o _ _ - _ IDW / 1448.19' O �\N / / 5086' O uI'- o MNS \� \ � \ _ \ \ \ 1 / PN' �\ Z _% D� mil/ / \\ \ �� \ \ \ LOCATION CTO RAIN \ \ s \ °\ \ I S I J - -_-_-_ _ '/ /'/'i' /' \ \ \ \ \ \ \ \ TO NEAREST l \ ' TOP=407.119' \ \ / / \ \ \ \ NTIOBSERVED ( \\ o \ �/ \ \ / / ' ' / / !s \ \ ( �\ \ \ \ \ \ \ \\ STRUCTURE.OSEE /IIYWN-i97. 4, I�„ PVC ("4 W) \ \ �� \ IAIVIN:y9.19118"PVC NE) + \ \` \ \ t\\ ° \ \ \\ \ \ \\ \ \ U ---; - i, / \ \\\\ \\\ ROAD PROFILE ON Qq13 I \ \ \ \ \ .\ \ \ \ SHEET C8.04. O I\ I \ o ACSA \\ // I \ \ \ 92 \\ \ \ \ \ ` \ EASEMENT \ \ l I \\ o \ \'PRESERVED ° S-TEEP-SLO--PES— JOB NO. 01 \ PRIVA E20 SANIT)9RYSLrW - _ _ - - - - - \ \ \ \ / / / // 40919 \� / — \ \ \ \ \ \\ \ \ \ \ \ �` '/ SHEET NO. 1 I I \ \ D.61298d\p. 68k ° _ L LINT W. ?: APO Lic. N SIJS! (4� 10/0/2022 4V SCALEI"=10' -ohs �a NAL 'D/ / // .4 / ' \ / //'Mo E E KEY PLAN i / }� / ° / //.. i . / y - E LU LL WW ' 1 / // /. / / / �/ / 1 \ / \ / \\ \\ /' \ I / iQ Q� J V co Z U W w M a �zi x vN z Z F�a� om (\ \\ � ✓ w rb-1 I \ I I I I 1. //�O / s / ° / •/' / / \ \ / / � / 1 1 ° \ / O OW I 1 1 / / ° / / / / / /`♦{ PPP \ \ > W N • -LU - O °p / ` // ♦� \� �\ -_ 3------------- ° in DATE /./ 812412022 JII I' __ I o / ``� // \ ♦`♦ \ / i \ \ _ _ _ b / _ `'I. ` - -I - - - BS - - ° } DRAWN BY 1' p f /' \ / /%♦♦ \\ `♦\ \ T \ \ \ _ _ _ _ _ .I I I 447.28' - - - i47.1°2' .l ..7 �p I / \ / •♦ \ `../ \ \ �- - _ - - _ - GFE = 438.16 1 I p C. GAYNER FFE = 448.16 I I / / \ / ♦\♦ \\ \ \ ` \ ` ` _ T _ 437.3YI - -LOT 94- - 1 _ _I DESIGNED BY I I I J I I / ♦ . `♦ ^ ♦♦ \ ° / _ - _ I 437.93 1838 SF I - - - --'f2' _ _ • v Iv I i X I. p I / \ ♦ \ ♦ / / \ \ ♦♦♦ .. \ - r _ _' - I. I I I - _ _ _ C. SHIFFLETT I I / I \ /`♦ ` \ i \ � � \ / _ - � I CHECKED BY p° I �/ \`♦ \ / \ f l - -I- - - - - _ _ ° • C. SHIFFLETT I .4 O I \ ♦♦ / ♦ \ / \/ / / - - _ _ I I D - _ • • SCALE 28, BS GFE 438.99 �/ II I I \ \ \ \ \'` \ \\ ///\ \ `♦♦` i , ` \ a _ _ - - - _ _ _ _ _ __ _ -}. _ _ FE=448.99 i I 448.19' a I I I I ` \\ \\ \e \♦` i \ / ---_ _-LOT15 / /�438.17 I_ v LU \ / �• \ BS Y \ \ \ \ \ \ `` \ \' \ . \ \ \ \ ♦ \ ♦♦♦� ♦ \ \ \ \ \ \ ✓ // \ \ . 30' \ \ ZiFE = 439.82 I I 448.98' FFE = 449.82 \ \ oe d 434.57'\. I I / b - _ ��•439.00. 439.59' LOT 16 \ I\ I \ 1617 SF TW' \\ \\ \ p I \ - _ \ 1 BW \ \�\ ®\ \ \ \ 435.72' \ \ \% / _ _ _ ' - •\ \ \ , I I I \ \ O \ p 7� Z v \ 432.41' I \ 13.4'f J BW \ \ \ v \ \ ✓� \ I I I ° Q 431.74' \ \ \ BW \ \ \ /\ \ ` \ _ - _ _ \. I I ^^ > LLJ \ \ \I \ � ' ` \ /� 433. \ \ \ \ \ \ \ \ 449.88' BS-A ,/ 449.66' L.L J Z I I \' Q \ \ \ p \ \ Y FFE = 450.65 0 \ \ \ 44d.42' 1 / I / - O LU I I v BW /G N r Q \ \ \\\/// \ \ ` \ \ LOT 17 / _ J m Q I 431.07' \ IC `\ \ \ \ \ \\ \ I / 1617SF 1 // Q /��I� 432.89' I \ I IG Q \ Q ` \ \ \ \ ♦ ' _ _ \ \ \ \ . / / I I / I L. V 4 \ TW \ \ \ \ \ \ \ \\ \ // I I O 0 r Ic L \ LU BW \LU I 436.38' \ ° ` \ \ \ � ' - - / 1 /--'�-13.4' / I 431.54� I I �433.61' I p `\ D O \\\ \ \ .1 / 1/ D Q O J \ \ � ° \\ \ I �' GFE=441.48 /I I I / o W f" -L- I "\ �\ 1 \ ° \ \ I / 44G..71 II' FFE = 451.48 / / LL� 433149' / I �\ / / \ \ \ I li 441.25' LOT 18 / R�TAIWING WALL / 2352 SF/ MIX HEIGHT = 3.1' 2 \ / \ 7 / 435.54' \ 438.P6' \ . I RETAINING WALL d38.97' \ / RETAINING W L . / . I MAX HEIGHT = 3' I a O /MAX HEIGHT.= .1' . / BW / BW I TW p / / / I 441.25' / 1 445. 451.45' RETAINING WALL 11 ° \ ° \\ / / / / / / /. I TW / / TW BW 50.99' O MAX HEIGHT = 2.2' / \ a \ / 1 444.96' / / ` \/ / \ \ \ I / B / -- 1448.1 '448.42'/ _ B J 4£1.05 / �1 -/ - - - - - -T-'1,15' / \ D I T 444.83' / 7.5' BW I1W / BW BW / 445.09' I448.03'" 448.27' 451.31' / � p 439.5 BS 4"411- ° �p.91' - / / 44 .11,. / D . BW - / <l / / 441. 445.11' 448.29' 451.29' Q / i 438.86' / / / B 438.61, 439.97' 39.2 / BW Tom . / BW 441.13' / TS BW TW 448.27' TV✓ I / N/ Tw. /TW 444.91' 7.5' 445.09'/ 148.03' /4'�1.21' v 44%.7,3' 441.201 / 1144.83' - - - /- - -I- - - - - TW Tw TW 45 \\ \ / / / • g44.96' 448.1g'/ p / IBW JOB N0. \ / / \� • / / / / / 439.24' / .i BW 445.24' i / Y 448.42' IT ° / / R TAINING LL' 40919 /-I I 52 /MAX HEIGH = 3'' /, / RETAINING WALL I / SHEET N0. 439.29' // / / - /'' . ./; I' MAX HEIGHT =/3' 1 I 452.30' I , °. o C4.12 L I I / / / 439.29' / / 439.70' \ , / BS' 439.92' \ / / / / / ------------------------------------- / 441.62( 1 -- - - - - - - / /Z / -I -/ ' Tw Tw/ I B/ I \ _ - / 1B/W / �NALN1N4rr �r r4/ � .96Bw 44.1Ya 445.24' 48.42' ; \? Are 443.20' I / la ET NI R I I �`Y.�� rid i / f I I o 5z 1 + - - ° / . • / �AINWG ALL' / f' � I � arb ' : IGH = 2. ' /M HEIGH = 3'' , / RETAINING WALL I I �® • CLINTC L 1 N T W. ? • / d2, ✓ MAX HEIGHT- 11 I BS I / w -- I-- y b: ' :v/7SI�IFFLET >• / , I 0' /pI\_ _ - - i / FFE=453.�5' i A LiC. N 54389 44 :3z" aa2s7� RETAININ(; WALL1,452.3 _ _ / _ _ - - . • MAX H DG =A is r f3 4' / ' /R6�� / ° FFE=457.45 8" HDPE RO9 �i (�� 10/ 0/ 2022 �4V • L�OT19 GFE =443.2 I � ' / i / \ 1 � ° ® DRAIN AT2%'MIN w■■i`r�0!�pLviGr fvv / I a 5 - R EfAINING WALL �ti BW 442.29 / /2352 SF FFE=453.20 I / O .. I h5 J` SLOPE (TYP. ���444♦ 439.83' • / _k / I ' / co I I - ' MAX HEIGHT = 2.9' , y - / 456 - - ' i / ew 28.. / / • p I / -457 a5sss / rn ° 440.95% TW I I O - O / / / > E /RETAINING WAL/ aaz. . / / ' r / ,'I I es / o / 52.98 i / ' \ - - - -lktt - 57A0' / ry = / I 453.21' / / / MAX HEIGHT= 0/ Bw / /. / GFE= 03 I / ' i ' - / a E TW ,44?/88 ' FFE=/33 I I / / / / D SAN 457.88' - 4 02' 456,98 ' / O $ I ' !{ U A41.15' 443.80 w 3 4 .is', L T20 I I // ' / / \ d �'� a / aLL o 3 // 1.BS 42.92'. // / /a617SF I I// I// / ' / SAN `�\ -b '458 7�.45' / / .'/ ¢LU z B 41.17' BW / • I / / �' I , 6 / - - ' - ' FFE=457.45' / FEE=457.45' w -J - ui 0 I/ o / TW 443.12j./ '/.• ,/ . I �z a' / / ,Am� AV - - - .75' / /' w -IT a 441.15442.10' iT° TW ' 6- / C7 ur '-' d 457.36 ' z � „ � o a i BW / ° x w p I i-45✓ 14' 456.79' TW 457.36' 457.0 / / U O W GFE = 4'44.86 ana.Ul' i ` - - ` % , a d c m .. z FFE =454.86 N ry W O / .� 444.02' I/ 444.63' / I I / Z ° / p i 6T 21 I I _ /� +I + - - / b a57.00 w 441.42' I / . / •( / / / �•'� I I - - .. T¢ TC i o w 2 ° I I /' / I 617 SF I/ I12-F - , - I Aa5s.7s' d a571z2 43�TC F- zp BS U 454.61' I TS 1 12u, N TS BS I 1 I 458.03' I / =O O 442.42' 41.42' '^Af:OT BS / Y 54.68' I I I 458.14' LOT 28 6 b I/ d / 1 454.90' a I a ° J> d 5� . o N 169b NSF I I I 458.14 / R / w N I / > FN / GFE = 445.69 I I I / I I / I w N FFE = 442. I / I Q I '' m $TI. 14a5.46' FFE=455.$9 I I I / z I I I / i 458.01i � %,//p i i U 0 ` I 2.8' I LOT 221 I I I / I > I , d 457.4f'J a o I ° / / I 1617 SFi z I T 0 /. I I I I I D / I // . D '/' �457:37' DATE ` \ ° 1 aa5 8 2022 / I I I I I / 24 \ / es\ I I _ I / / / I v o / DRAWN BY I C. GAYNER / \ a 443127' I •1I � � / � GFE - 446.52 1 S /RETAINING WALL 'I/ FFE%456.52 I i / L - v / ° , \\ v 1 , / / d ,/ DESIGNED BY es M HEIGHT =QA' , 1-/ co \ pa3sr / / I \ \\ \\ \\ \ \ \ 1 1LOT I 21 29 F 1 1 443.59' BN3. .' .446.29J' p . ••• ••• C. SHIFFLETT 443.60' Z CHECKED BY FFE � 444.20 TOT 23 BW 837 SF 445.1" C. SHIFFLETT / 56.01' TW/ 456.1SCALE TS W / 445.12' 14 443.87' J /, / I / b. / - - • 1 "=10' TW /- _ _ R�9 1 \ Td 5w TS 5 FFE 445.20 ' 447. / . // / / / q,6� I / / 460.14" 459.23" 445/ / / • \ = 445'.7 ' / / 460.14' / .70' 445.62' / / I v ■ I / d b RETAINING WALL g v n / I / / ° th / / I / LQT 30 MAX HEIGHT = 2.2' // / / / / / / I / y %/ ) / W 1358 SF 4a T Ap'$/ / / / / / I / 460.05'BS 456.64' / /. /. d D I / / / CL Tyv J i / LOT 31 / 446.1z' / 1 / 1353SF // v 460.14' TC / FFE=446.7/0 / � / Cp.. / / / �' 7/ '�n . / v D. / / i/ / // /, 44%.12' v / \ 446.32' 88 447.50' 447.20 p , 459.84' / 459.98' b INQ ' ' ' J o oo RETAINING WADY / $ / / / T\N /' / / / / / / l o b / / d b ogo / � > MAX HEIGHT - 8' a 4as/Z ' / ' / + D / / b 1 , b .ass 9s' w LOT 32 / / t ^ 1501 SF ' ' BS TS / / / / I� i /. I / / L.L � z TS // Q // - - / aso.ls' / • < 0 TS ' Q T 7- - - - _ A O LLJ 448.27' S 451.47: / BS / / / D / m V / / / 460 49_ 46IIp.47'LU Q 461.47' / I � LL V 449.97' / / aGss!3r / I 460.21' 461.01' ,' I 462.00' , / 0 446.52' / / / / / / / / ' ? .? / TS Tz TSB , / / 1 / L___ / I / W LU / / 456.z7: gazer. 4 D / / W © v . I / / LOT 34 1 - / / I \ O I / D 460.27' f -- / / / Q 59' /\ / ' 3797 SF I / - / I ' �' LU U Q / i� / > vD / 445.8LU 4' 1 / / / / // // v/ 1 / v i / •A// eW / /I / I L- 452.90'V- Il Tw 457.0 gl�TAINING WALL J i I ' J LOT 33 MAX HEIGHT 3570 SIF 4.6' BW / / I a \ / / / D v v. 452.52' Q 452.5 cG D \ \ \ j N - - SCALE 1"=10 Joe No. v2 I i S al //� \ ///. / I /l / a o i a I I a. 0 10' zo' 40919 ° SHEET No. \ C4.13 KEY PLAN N L RETAINING WALL TW ' TW z ' / 50.99' D / MAX HEIGHT = 2.2' / D a \ I / 1 444.96' / 1448 ' a48a 2 / z I ,1111111111111 I / B '/ r a 1,15' , / • . Wit. v -/ PAL \ \ D I 401.05 TW I '� / ° r4 Are I \ � 7 I ag4.83' / 7.5' BW ITW / / BW TW , ' ,' / \ C% 44 ew •� CLINT W. I p / . / 445.09' I448.03'' 448.27' 451.31' , / / 1 \ la q / / ° - �.� 7SlIFFLET >� 439.5 ' / BS / TS / p D a • C• Lie - ON .SIDS! 451.29' o LG 10/ 0/ 2022 41. 445:11' 448.29' Q / 53 p �r • a / \ 1 \\ \ 438.61" 439.07' 451 39.2 / BW� �BW / / ■ sir/ / \ \ Tw 448.27' rw I j r 0!1AL 444.91' t48.03' 4�1.21' v I / \ •~0#11111 / / \ / / 0' �: 441,.20 , -d4a.83, .5' ' ' V ' / \ . \ / - - -- -I-- D \ z ry.961Tw mszz / EgBWaa5.za' 448.i 443.20' 1 i 0NIN c 521a + \ RFTAIWNG ALL' / 1 ta) i E __ / . RETAINING WALL I I i n E /MAX HEIGH k\ / 3'' / \ w `\ /' / , \ 439.29' / / / / / 4p2 . / i 1' MAX HEIGHT =r3f I BS / v p ' J H w N 3 / / /. 452.30' I H w w 3 ' 4a :3z" 44z.ar/' RETAININR WALE/ _ _ - ¢a 15 i '. / MAXHEIGHff=4:11' rr.' � w0 `mom O_ L m / �� L�OOT19 GFE=fw 443.2(L � I I Ov I // � WJVui O 1437.22' / / a BW FFE = 453.2 a "" rn / / 2352 SF I \ 439.83' D M a / LOT 25 / a3s.a2 / / / - / / / 3 O V) cn / . a , . / / LL w v 1560SF/ , , 436.52' / \FFE = 439.50 / / / / ,' / 440 95/ Tyy' '' I I ry Z - - D / �' / / Bs-.D 52.98' i / = U > O0 ° W / / v RETAINING WALL' aazs 1 / 453.21' / \ U) ----- -- 7- \ MAX HEIGHT = 0/9' Bw /. /. GFE = 03 ' I/ ° ry > TS .4aP/88' / TT \ m w O , .� / •/ i TW '/ FFE / D � � � w � � U 440.41' 439.92' / , / I I O rf ?,r0• i A41.15' '� 443.80' O � $ a � L¢T 20 I / / / \ m / / � / � 3. j .i8' , 442 1' SAN \ \ o O 438.38' � \ � / / . / 442.92' / / � / 1 , / / I � U _ _ \ LOT 26 4atn' / 1 P ' 1357 SF aau5w Tvv / I / a M \ _ i / / / 443.i2j .� \ FFE = 440.50i / / / / O 440.74' / RETAINING WALL a4s.oz 443.1s _ I / 1 r - / I o= ti 437.66' 1°S"�` HEIGHT = T / // // // I I / I I ° w D / / I / I _ // / I 1 4lS4.01' BS-53.84 1 ' \ 0 N GFE=4'4.86 1 / ° I w O 441.14'\ i FFE-454.86 i 1 / p ° 439'.46' '/ . �444.02' I 444.63' / Z u� I = a M o \\ \ 441.42' D. I I / , //. 6T 21 1 I , //� ,/ M I In Q O \\ LOT 27 1 ° \ I I / I 1617 SF z \ I i \xiSO FFES 50 1 D \ v j j I .//,•e ./• I // .i // i / i i // / , I / // 1D, \.\ DATE Ate. \ TS I 1 - 8/24/2022 442.42' \ \ 1.42 / , } DRAWN BY ,J C. GAYNER BS-LOT 28 \I 6 i tI,\\ I 1 I Il •I /l // 1 1 454.90' / Y ' v 54.68' I/ ° a DESIGNED BY 438 \\ ' 440.55 \ 169b NSFGFE \ I I / I I I • FFE = 442. � 445.46' FFE = 455..G9 1 I I Q // Z Q • C. SHIFFLE7T 444.$TI / I I I I O CHECKED BY 28' . LOT 221 1 1 1 I D1617 • 1 I I I I D I � • C. SHIFFLEIT a \ ° 439.84' \ 65 \ ♦ \ \ \ 442.79' 1 l; •1 I I I 1 I ' D • • SCALE \ % \ 443 12' - _ 1 _ J a / I a • I "=I0' \ '\ 441.6a' • / \ \ \ a 443127' 1 II ' I GFE =446.52 1 / 13.4f / ° v • FETAININGWALL' I/ FFE=456.52 1 I L a rl 443.62' I •/MMHEIGHT=2:4'. 1 LOT 29 \ aa3.5z' ew I I 1 1�92 SF I TS / 445.Z9'I' 446.29' / 1 1 / Z / i \ \LU 440 OT 23 / ° ° FFE # 444.20 \ \ I D / ew I I I 837 SF / V x . 440.97' . / \ I 445. /� 1 ,� / / o ! / I D to / a \ \ / \ \ 1 •}43.60' / / .1 IL I / BS 56.01' Tw I 456.17' v \ 1 I I TS I BW 443. /. g- -12' / D V Tw ^\ .\ 442.92 . \ / / 19W 4 Tw ' rsa5.7 / / / 46 FFE = 445.20 / 449.70' 1445.70' 445.62' / ■ RETAINING WALL , -/- \Jd`' \\ a \ / / LQT 30 MAX HEIGHT = 2.2' / �d5 \ \ I 1358SF Z /• a � w a Tyv D - I 444.01' 6.23' Ld i ^ / LOT 31 / 446.12' / { . �O I , 1353SF/// / D/7 Z v/ h / a p I 0 O Q FFE=446.7/0 �' 7/ h/ / // < Lu T� m ^ \ I I / . / F 20• I / S ° / \ 44644�.12-.92' . / / \ / a , / / LL v / \ p Tw / / /� / / , �, Q 447.50' / / / .° / _ LU W 'FFE = 447.20 RETAINING WA8 � $ / / , / I w � w ' LOT 32 M HEIGHT = g / / a aaB.�Z/ / / ' "+° ' / ° / 1501 SF// Q / \ I 1 I / I l \X l ' / / ITS 44 .8 .v TS Q 1444.54' r ! �3 , \ / /' 3' / / 44s.z7' s rs 3.or Fa Dl l• j / 451.47' / V • O .3 \ BS / 453.1T ,� / o Dv / P I 1 \ I , 449.97/\v / BS \ I 0 456/3/7' I 458.19" 460.210 446.52' 01, 445.84' BW 452.90' Tw i � I I / I I O v I � I � Q � �I O I \I' I I / / / / WALL F}�TAINING / \ LOT 33 MAX HEIGHT 3570 SF r\PO 5 I /I I\ 1 \ I 1 I I I I I / I / // / / 4.6' / / / ° 1 SCALE 1"=10' JOB No. 1445' I 1 \\� I ° I I \ 'I ,/ L\ l // // I //// ' 40919 BW I /45252' Lc)/ a / \ SHEET NO. \ a I / I/ Tw C4.13A KEY PLAN \ I 1 l 1 r 1 \/l / 1 / 452.5 / ° L I 0 0 0 0. / o 0 0�/o 0 / - /i /01 I_IbIbl I / I l "I l l/'/ /�11 I l /ro rlll /if a /,% ///' !i/N���! ✓/t If 0° /r / /'�� �r// Ill 1' ° ° �q ICI 1 / / / /' �I�I >/ 11_1_t t_\_a_ /O /'j/ l\° \� / / / s' // 'i j1�fi _DRAINAGEAREA3 IV-/ ry ° \ t '/i/ / //� - TOTAL: 7.01 AC �� ^ ^� /' DRAINAGE AREA 4 r/ %�����j �_ _ _ % ' _'S IMPERVIOUS: 4.24 AC /j i'�- a ct� / - -3/ri \ - t rrr i _ I I lI/ /llll / I'll/ %I� i 11�1III�III1/l 11�1 \\ / /iir /ir r \\\ \�\r/iii //4///, \\\\1I1\\\\\\\\\\\ \ \\ '/ir��rrr4/,r/ti )-1 DRAINAGE AREA 5 _ii�r%irr rl r/�l' TOTAL: 0.30 AC ' IMPERVIOUS: 0.06 AC TURF: 0.20 AC = WOODS: 0.04 AC ° CN = 68 : Tc-6.0-- moo_- -/ -0 0 0 0�.0 0 of S\ r I /qw DRAINAGE AREA IATO,'�/ I \ 1 1 \ I I I BIO-RETENTION #1 // / //i ���\\ ■ 1 \ I TOTAL: 4.48 AC IMPERVIOUS: 2.68 AC TURF: 1.54 WOODS: 0.26, 1 I/// , - � \ \ p\o���,\\\\t CN = 83 �ll/llll/�//, \� \\\ `3\ \ Tc "a l / �� mil^ \ �\�. /1 \ ==- �'b\o \O b .p 0 " /� _ _ -TURF: 2.77 AC / / 11I�r1 TOTAL:0.63AC - \ �%-��-� - '' �// �//i/////�'� /'// �' yL�' / IMPERVIOUS: 0.11 AC / ��; -; , - WOODS: 0.00 AC I I / /O/ / / / / - / o '��'�� II ////r'I \ I r / TURF: 0.38AC /// r -CN=83 I I�I IQ / / A ° WOODS: 0.14 AC �i'lll i��; TC=6.0 \ll l\il llll� l l \ \���.9�\ 1 �) \ \ \ ��CN=67 �\//llllllll ll - ., '- �-.:, �Z- / \\ \\\\\\ \\\ \\\\ \ \ 1 \ \ ,yo \ \ - /�Tc=6.0 .�i�/ \\\II' Ill o \ o \ I \ / 4 / I f iy `\ \ \ ! /� 475 480 485 _ �_ _ - R \ I \ r t• yj �Y A� POST -DEVELOPED ONSIT POINT OF ANALYSIS 2 _ \ k, \\\t _ DRAINAGE AREA A - / _ _ v,/'i TOTAL: �a/' / ��I \• I \ �% 01 1 n I lh 1 \\Sri lik t,1 Ll hill 1 h / 1 \ / / I / P DRAINAGE AREA 1 B TO BIO-RETENTION #1 \ TOTAL: 1.52 ACC I / IMPERVIOUS: 0.51AC �\_ / _> � //��%/ii////I // - /7 Zi/� AC WOODS: 10 01 AC / - / iCN = 73 4'TC=6.0 DRAINAGE AREA 2 TO'2 L ON / BIO-REFEN TION #2 TOTAL: 2.36AC / IMPERVIOUS: 1.37 AC/ 4' ? TURF: 0.95AC /ii'rl/�///r1/ < �\1 \•�j1 /�AYi IIWOODS:0.04AC 1c\\Off\\ \\\\\ ,\ \\ _ kCN 82 \ \I ,� ate,, � . e r TC�6,0 POST -DEVELOPED DRAINAGE AREAS IMPERVIOUS: 0.00 AC \ -TURF: 1.80 AC '_ r WOODS: 0.00 AC / POST -DEVELOPED OFFSITE - CN = 61 % \ DRAINAGE AREA B Tc = 6.0 TOTAL: 1.07 AC- \ IMP V _- ER IOUS: 7 _ r 03 AC 9 10.03_ TURF: - AC _ I4ARk _ �js / I I \ \\ \ WOODS: 0.66 AC _-CN=73IY, / \ era Ira r/\ 1 WATER QUANTITY 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. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 9.67 10 YEAR 7.18 10 YEAR 51.04 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. FLOW THROUGH BIORETENTION 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 2.28 10 YEAR 7.18 10 YEAR 48.74 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. FLOW THROUGH BIORETENTION 2 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 5.77 0.256 1 YEAR 1.04 10 YEAR 14.31 10 YEAR 14.11 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. FLOW THROUGH DRY POND Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 17.96 0.799 1 YEAR 1.33 10 YEAR 43.50 10 YEAR 37.11 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. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 0.32 0.014 1 YEAR 3.73 10 YEAR 1.20 10 YEAR 88.98.93 CHANNEL PROTECTION (ENERGY BALANCE): //�� QDEVELOPED 5 0.80*("rrPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + QPRE-DEVELOPED OFFSITE QMw (1-vRl :50.80-(7.42 ' 0.404AC-FT) / (0.510 + 0.256 + 0.799 + 0.028 + 0.014)AC-FT + (2.30 CFS) = 3.79 CFS Q(I_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 QUANTITY 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*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/ RVDEVELOPED + Q• PRE -DEVELOPED OFFSITE OMAx (1-vR) < 0.80`(1.75 CFS' 0.080 AC -FT) / (0.049 AC -FT) + (1.61 CFS) = 3.90 CFS OK QII_yR) POST -DEVELOPED = 2.49 CFS FLOOD PROTECTION: POST -DEVELOPED QIo <- PRE -DEVELOPED Q10 OK 10.39 CFS:5 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. DRAINAGE AREA = 0.39 AC C= 0.35 0 TC=6MIN S=5.00k 1(2)= 0.154 IN/HR Q(2) = 0.39(0.35)(0.154) = 0.02 CFS 1(10) = 0.232 IN/HR Q(10) = 0.39(0.35)(0.232) = 0.03 CFS V(2) = 1.15 FT/S (ALLOWABLE VELOCITY = 5 FT/S) D(10) = 0.11' GRASS LINED DITCH D = 0.035 TYPICAL DITCH SECTION DITCH CALCULATIONS No Scale � t NLT if �/F 00 o �rpAre CLINT W. 2slUFFLET >� 0.0 ' Lie. N 54389 r 10/ 13/ 2022 g�V; • r�S�O!1AL N�v i00006&66004:�' ^� E 0 o N � N = > E v E w 3 H_ U a) Q a o 3 p ILL - wO `mom � V oMo Z a - 1i .. O rn P C7 Lu a w v 30'x cva oa w Lni vry Z O Z W _Ua' ~ 0 > p nO1i Lu wM U ow 2 O vi a M 0 Q O W x ti c� 0 uI ix F 0 ry w F N M Q O z O W 0 0 DATE 8/2412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=60' 1� �Lu V Pill" Z Q z W z Q Lu > G Lu Lu (D Q� a J m Q W Q O W Lu Q O Q W " DC 3: 0 O O cn O 1 O JOB NO. 40919 SHEET NO. C6.00 L BASKET EDGE 24" LONG EPDXY COATED #4 REBAR PRE-TREATMENT CELL �-A1 STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1) NO SCALE BASKET EDGE 24" LONG EPDXY COATED #4 REBAR 1:1TiTAg4:L'FA '-Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE RIPRAP-LINED PRE-TREATMENT CELL o / o \ d o / , o \\ r PROP. RETAINING WALLS, SEE TOP OF DAM = 426.50 SITE PLAN FOR LOCATION 8 EMERGENCY SPILLWAY, RETAINING WALL 1 45' LONG, 5' WIDE TIN = 429.23 INV. 424.99 BIN = 424.10 1.01' FREEBOARD RETAINING WALL 2 100-YR ELEV. 425.49 _ -� IMPERVIOUS CORE TIN = 428.10 10-YR ELEV. 424.87 AND CUTOFF TRENCH Bw=aza.lo- - - - - - - - - 3° CREST ELEV. 423.92 1=YR ELEV. 423.75 60" RCP RISER W/ TRASH RACK & ANTI -VORTEX DEVICE INV OUT 417.90 (24" HDPE) 6" PVC PIPE POND BOTTOM 418.00 117.91' - 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 • 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 PARCEL 09000-00-00-OOIAO 'HWOOD CHARLOTTESVILLE LLC ■ 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) I STORAGE DEPTH = 15% X 13,596 / 3.75' = 544 SF SURFACE AREA PROVIDED: 552 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE 0 DRAINAGE AREA C UNDETAINED TO DITCH ALONG OLD LYNCHBURG ROAD - - - ------------------- ------------------- - ------------ - - - -+- - - ----- r 0 PARCEL 07600-00-00-05 ^� SOUTHWOOD CHARLOTTESVILLE LL Jo NEIGHBORHOOD MODj DISTRICT DB. 4706 PG. 198 ww Ef•lm W MIN op wow # •lei NUM o7- N!z + _ -77 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 SCHEDULE40 PVC UNDERDRAIN LEGEND SWM FOREST \' 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 CF - 1.25 = 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) I STORAGE DEPTH = 15% X 5,259 / 3.35' = 236 SF SURFACE AREA PROVIDED: 238 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE tpLT N (1F I!•a�. i CLINT W. 7SIFFLET >� • �-•� Lic. N 54389 ,((4�� i G 10/ 0/ 2022 ��V; r, �000iuLN�,,r m E 0 0 u N � N Q O 0 > E v E w H_ .WU Q LL o 3 p LL - wO `mom j V oMo Z o - 1i .. O 00 o, (7 W N d w 30'x U) w ur)i vry Z Z W =�Q> n ~ 0 > p ,0, nO1i wM L U 00 O uj � a 0 Q O x ti C7 0 W F 0 ry w w w N ~ a M o z 0 0 0 Lm DATE 8/2412022 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=100' (W V Q 1� I a- Q z � WaH_ a w J 0< a m W J 0 LJ_ I__ W z I• u O oC O C) U) 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET No. C6.01 0 m 0 3 c a 9X o O �z .2O o � C E a a- O xg3 O UI Z m O 22 o r �3 n d m 2 Y =N X C 0.0 dh m= 18 d `o E �M 06 2c 10 a 0 0.2 a N 0 0 nE c E F= L °------- - - - - -- // / // 0/ - - - - - - - - - - - 00 / / / / / / / / (TYP/ AL) / / / / / / / / to VItonfa RmoHReduR AfeOwd New Devebpmmt Camp)tinre Spread hee -Version 3.0 / / / / . - - t �9 I I - - - - - - � _ _ � � ' / / / ` / / / / / / / / / / / /° 1BMPStrrdrda rd 5pedfiotione 020130raR BMP AaMaNa and Spedfiocma � / Iiiy / / / / / STEEPSLOP/9S / / / / / / / / ° / Pro)ect Na.:; Southwood o ' STREAM CENTERLINE / / / / / / / / / / / (P� SERVED) ° / / Date: 9/30/2022 O / - - - - - - - ' / / /O ° / BMP Design 5perigcrniom fist: 2013 Draft Stds&Specs 0 0� S ///// /// // / / /// // // // / 6/ 0 0 / Site Information / ' / ! / / / / / /0 0/ / / Post -Development Project (Treatment Volume and Loads) / / �\ _ / / / / / / / / o , / 000 �,� / / / TEEP/$LQP�$ 3 0 / Land Cover (acres) .� / / / / ,S / / 0 / AsonF e5oils csogF Dsala rowls t ' Maragirc Tuff n sass disturbed, I � / / / / / (PRESERVVD) / 0 / / w i ) Pn 6.og F / /' / / / / O protected fores o ns ace orreforested 6A8 ° / / Manards TurNxtaQ-disturbed, graded 11.75 tt / 202 / / �CLh // for artlsorotherturfto be II.Tv / I I I ImnebeProrattadln acmnbnre xith Me Wtpinio RurroHRaducdm Metlrod 65lmp6.57 "rvVaams..] a<pen5p4r'dog�' / 20 /�I I ! I I rnncs,nae 11i rn.a:a..w. laid 0 I Go de \vie \ie ,,•; . -;; � � � ���=�� -- � Pam. ,�c;�.2.��►�; �� �� s'•�P \yA •����1•��i♦�'C•fefl I `i.� LAND COVER 0 MIN y _ /y00 OAK PAPPAP .. r r ' rc4o IA A r,tx 'Fel UNIT ,� �►��_ ram' �� 1, � BIORETEN TION FACILITY WREN prig, FFo oil Ilk POWOF �i:� • �.r I, �' 1 ► ME N �► • \'lllu 1 :LEI'VMAI Annual Raimall(inches) a3 Target Rainfall Evem(inrhes) 1.00 IDtal Phosphoms(TP)EMC(mg/L) an Total Nitrogen (TN) EMC(mg/Q 1.86 Tar et TP load Ib/azre/ r 0.41 P' unitlessmmettionfxtor O.m A W. BSOIIs CSoils 1DSolla Faest/Open Spam 0.m O.m 0.04 10.05 MaWdTurf MIS 0.20 0.22 0.25 Impervious Cwer 0.95 0.95 0.95 0.95 Treatment Volume (aae-ft) 0.7312 Treatment Volume(able feet) 31,849 TP Load (b/yr) 20.01 .. , TN load (b/P) _ .. 143.1s Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE (ad IMPERVIOUS COVER (ad IMPERVIOUS COVER TREATED (act) MANAGED TURF AREA (ac) MANAGED TURF AREA TREATED (act) AREA Clo data input cells onstantvalues calculation revs DA.A DA.B DA.0 DA.D DA.E AREACHEM 0.26 O.m 0.00 0.00 moo Ca. 2.83 1D2 Lon ton NO qr. 2.83 1D2 0.00 0.00 moo Der. 1.54 0.95 0.m 0.00 0.00 Olr. 1.54 0.95 0.m 0.00 0.m Olr. OK. OK Site Treatment Volume (ft3) 31sa9 Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (ft') TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCTION ACHIEVED (lb/yr) TP LOAD REMAINING Pb/yr) DA.A DA.B DA.0 DA.D DA.E TOTAL 8,702 3,3% 0 0 0 12068 883 2.66 0.m LED0.m gm 6.14 2.38 am am 0.00 852 0.69 &27 am am Qm Q96 NITROGEN LOAD REDUCTION ACHIEVED Pb/yrl M.93 1].38 0.00 01110 am 6131 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (Ib/yrl 20.01 TP LOAD REDUCTION REQUIRED (Ib/yrl 10.D1 TP LOAD REDUCTION ACHIEVED (Ib/yrl 8.52 TP LOAD REMAINING (lb/yr): 9 REMAINING TP LOAD REDUCTION REQUIRED (Ib/yr): 1.49 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD Qb/yrl 143.15 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr) 62.31 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 80.85 DEQ Virginia Runoff Reduction Method gave Developmem Canplianre Spreadsheet -Version 3.0 BMP Design Spenficnaans List. 2013Draft Stds&Spem Update Summvy5heel Site Summary Prq eft Tid e: Southwood Date. 44834 PnM Preview Print Tonal Rainfall = 43 inches Site Land Cover Summary A soils B 5,4 CSoils Distills Totals %of Total Forest/Open(acres) 0.00 6.08 0.00 am Gm 25 Managed Tuff (acres) 0.00 11.75 am 0.m 11.75 48 Impervious Cover lanes) 0.00 6.57 0.00 O.m 6.57 27 14.40 lm Site Tv and Land Cwer Nutrient Loads Site Rv 0.36 Treatment Velume Ift" 31,849 TP Load(lb/yr) 20.01 TN Load (lb/yr) 143.19 Taal TP Load Reduction Required 10.01 Site Compliance Summary Total RunoRVolume Reduction rits) 12,068 Total TP Load Reducon Achieved 8.52 ( lro Total TN Load Reducing. Achieved 62.31 (Ilro Remaining Post Development TP Load 11.49 Liao Remaining TP Lead Pro ctbn(Ib/yr) 1A9 Required Dralnaee Area Summary D.A.A DA.B DA.0 DA.D MAE Tatal Forest/Open (acres) 0.26 am am 0.m am 0.26 Managed Tud(uro 1.54 0.95 am am am 2.0 Impervious raver urn 2.83 1.02 am am am 3.85 Total A.(urn) 4.63 1.97 am am am to Drainage Area Compliance Summary D.A.A DA.B DA.0 DA.D MAE radial TP Load Reduced Ib r) 6.14 2.38 am am am 9.52 TN toad Reduced IIb/yrl 44.93 17.38 0.00 0.00 0.00 62.31 Drainage Area A Summery Land rover Summary A Sells 1 B5olls CSOIb 1 DSolb Tod %of Tod Forest/Open (acres) O.m 0.26 0.m 0.m 0.26 6 Managed Tud lows) O.m 1.54 Qm Qm 1.51 33 Impervious Cowr lures) O.m 2.83 Qm 0.m 2.83 61 JBMP Sebctbns 1 4.0 Managed Turf Impervious BMPTreatment TP Load from Untreated Tp TPRempved -Remaining Otivmrtreain Practice credit Area Cover tredit Volume lftal Upstream Loatl to Praai ce (lb/yrl pie/yrl Treatment to be (acres) Area (acres) Practicn (lies) pies) Employetl Tatal Impervious Cover Treated (acres) 2.83 Total Turf Area Treated (acres) Lsd Total TP Load Reduction Achieved In DA. lb/ r 6.14 Total TN Load Reduction Achieved In DA. IIb r 44,93 Drainage Area B Summary Land Laver Summary A Sells BSolla EStills DSoils Total %of Total Forest/Open(acres) am 0.m am am am 0 Managed Turf(acres) am 0.95 am am ass 48 Impervious Caver(xreo 0.00 1.02 LOD am 1.02 52 BMP selections Managed Turf Impervious BMP Treatment TP Loadfrom Untreaed TP TP Removed TP Remaining Dtiwnstres"a Practice Credit Area Cover Credo Volume(W) Upstream Load to Practice (Ib/yr) (Ib/yrl Treatment to be (acres) Area (acres) Practices like) d1e) Employed Tatal Impervious Cover Treated Ixresl 1.02 Total TuffArea Treated(zcres) 0.95 Tatal TP Load Reduction Achieved m DA. Ib/yrl 2.38 Total TN Last! Reduction Achieved in OA. (Ib/Yrl 1].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 pavement edges that prevents flow .9p 9 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 6.. FOREST/OPEN SP 6.08 C MANAGED TURF 11.75 ES IMPERVIOUS COVER = 6.57 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) 20.01 MAXIMUM PERCENT REDUCTION REQUIREDOAR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) 10.0 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LBUIRED 1.49 REMAINING TP LOAD REDUCTION REQB/YR* *REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 10.01 LB/YR X 25% = 2.50 LB/YR > 1.49 LBNII FF-SITE NUTRIENT CREDITS ALREADY PURCHASED = 1.25 LB/YR REMAINING OFF -SITE NUTRIENT CREDITS TO BE PURCHASED = 0.24 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. la�t Nio if (1F 00 iiiga CLINT W. 2S UFFLET >� ;-V ' LiC. N $4389 ( r • 0 0/012022 �Oi .,�.t�, Gol r,:.N�� M E O O N � N C > E L11 a E H_ to N �i Q LL 3 p LL w O m �� U00 Z N - n O ce O Co. so a (D W ELL �i ( n X ( ) LuO el( = LL In v ry Z Z xU >� OUri U) WWc ~ 00 N i G W M Lu �U 00 _1 =`H 0 Coo LD o O LD ti Lu F 0 ry w p ~ M ti a � o LU Cool O V9 DATE 0 812412022 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A • • � r-I rwn V 0 Q 11 I � � a ce w QU) Ga _J wMJ J W Q 0L_ O W Z w 0?a 0 W" 0 C) DC � O O U) O T� i O U) JOB NO. 40919 SHEET NO. C6.02 0 m 0 3 a v'0 o� �Z 20 o � E° a � m ro EL O r7 3 In Z m O � a �ro o� �3 u d m 2 Y J N X C 0.0 d N m 0 am. O N O E C V M O �a 10 a 0 m 0 m � m a m 0 m O m nE L F E L