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HomeMy WebLinkAboutSDP202200017 Plan - Submittal (First) 2022-03-22GENERAL NOTES OWNERS: TMPoy600-o0-oo-oiBAz CROCKETT CORPORATION BROOKHILL BLOCKS 16 & 17 C/O HAUGH & HELVIN 435 PARK ST 455 SEC CHARLOTTESVILLE, VA, 2903. SUIT INITIAL SITE PLAN & PRELIMINARY SUBDIVISION PLAT DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE yoo CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: D4600-00-Do-oi8A2 D.B.558o, PG. 415 INST. #: 202100012953 24.98 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA20280003.i WITH PROFFERS - APPROVED BYTHE BOARD OF SUPERVISORS ON JULY 27, 2029) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2D26 BY BOS WITH CONDITIONS. TOTAL AREA: TMP 46-i8A2 - 24.98 AC. BLOCK 26 -13.04 AC BLOCK 27 - 12.94 AC PROPOSED USE: THIS SITE PLAN AND PRELIMINARY SUBDIVISION PLAT: 8i SFA UNITS (28 SFA - VILLA UNITS & 53 SFA -TOWNHOUSE UNITS) TOTAL UNITS IN BLOCK 26 & 27: 234 TOTAL DWELLING UNITS (53 SINGLE-FAMILY DETACHED UNITS, 28 SINGLE-FAMILY ATTACHED VILLA UNITS, & 53 TOWNHOUSE UNITS) ALLOWABLE DENSITY: BLOCK 25: 19 UNITS (MIN.) TO 58 UNITS (MAX.) BLOCK 27: 32 UNITS (MIN.) TO 94 UNITS (MAX.) PROPOSED DENSITY: BLOCK 26: 57 UNITS BLOCK 27: 77 UNITS REQUIRED SPACE: B16I B171 CIVIC ARK 1 GREENWAY OPEN SPACE BUFFERS lTOTALGREENSPACE o 1 a.8ACRE5 I a. ACRES I o.o ACRES I 1.2ACRES o 1 3.3ACRES I 3.8ACRES I c.2ACRES I 73ACRES OPEN SPACE PROVIDED: B16 Biz TOTAL BLOCK 16 & 17 GREEN SPACE REQUIRED: 10.4 ACRES CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o 1 i. ACRES I zi ACRES I i.i ACRES .6 ACRES 0 0. ACRES .o ACRES o.i ACRES 6.o ACRES TOTAL BLOCK 26 & 17 GREEN SPACE PROVIDED: io.6 ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES 14o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5 TO BLOCK 3.9 FRONT SETBACK: 8' MIN. & 25' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: io' MIN. & NO MAX. GARAGE SETBACKS: 28' MIN. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2025. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015 AND UPDATED BY ROUDABUSH, GALE, & ASSOCIATES IN SEPTEMBER 2021. FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER OF 2022. DATUM: NAVD1988 EXISTING VEGETATION: MOSTLY WOODED. PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. LIGHTING: NO LIGHTING IS PROPOSED. PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (i) PHASE OR ATOTAL OF (2) SEPARATE PHASES. RECREATION: TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: PARKING REQUIRED: TWO (2) OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT ONE (3.)ON-STREET PARKING SPACE PER EVERY4TOWNHOUSE UNITS = 83. ATTACHED UNITS / 4= 20.25 SPACES REQUIRED PARKING PROVIDED: TWO (z) OFF-STREET PARKING SPACES PROVIDED FOR EACH DWELLING UNIT TWENTY ONE (22) ON -STREET PARKING SPACES PROVIDED ALONG ROADWAYS BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.2 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY y, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY, LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 50' ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 2o.6o ACRES (35.34%) LOTS: 12.93 ACRES (43.11%) ROW DEDICATION: 7.61ACRES (25.38%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALKS: 245,725 sf BUILDINGS, WALKWAYS & PATIOS I DECKS: 176,690 sf DRIVEWAYS: 45,600 sf TOTAL IMPERVIOUS AREAS: 468,03.5sf (20-74ac.) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUALTRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER &SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEESHEET2A. TOTAL PROPOSED UNITS: 235 TOTAL PROPOSED AFFORDABLE UNITS: 20 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH NOTES: THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. i. HALSEY AVENUE WILL BE DESIGNED TO THE "FIGURE 9: CONNECTOR ROAD - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OFTHE ZMA20-500007 CODE OF DEVELOPMENT. 2. SABLEWOOD DRIVE, LACONIA LANE, MARCELLA STREET, AND MARCELLA COURT WILL BE DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8OF THE ZMA203-500007 CODE OF DEVELOPMENT. / / / / J / / / / 1 / / / r , / I RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA / / / / / I I IJ / / / I � - 1 I I I I /I I i 11 PROJECT BOUNDARY ` I OPEN `'�, •. " \ FUTURE ROAD EXTENSION / SPACE ��' -`'• (UNDER DIFFERENT SET OF PLANS) In LOT •% / LOT /LOT / LOT • / , s - • �/ - - - LOT ' _ - , LOT `I I 4 LOT I •, , LOT-33 LOT LOT LOT LOT 134 LOT / _ .. LOT BLOCK 16 -- \--\- _O_ Mq I �♦ J� LOT / ---" RCFLCCCggq ST l / \ LOT ,\ `p s v LOT \` 1 �L� ' \ OPEN P LOT SPACE I`Oi LOT X:` 07 , , 96 `1/ , \ - LOT 141 , OPEN I \ io5 / / OT �/ j ••/ SPACE -'� \ ♦ `, LOT \i Icr , 9 / \ / / W 41 // / / ``•"/y/ /''\/ 1♦ LOT I LOT V LOT \ z�5 // // `/ /` ♦ Lor\ i / `� 116 // ;.•� �' ♦ LOT\ LO- / 9 // // 'J ♦ LOT \ ` ♦/`\� \�� my Br6 // / / 4•"// /, Ir ✓ �� � LIT / \ OPEN SPACE ♦ \ LI LOT .3 _ /' / v3 11 /i XT 45 / 01 LOT BLOCK i7 41 • `� ' LOT :I // 44 •.1 /� 4 /' LOT ' 4 / \\ ♦♦ Lor oT / `•`✓ ,' \LO\ LBLOi LOT ♦\ ��/'♦♦ \ t\ 4v /'/ Br 8v .•r ,� �/' �'�' LOT 4 \♦\ ♦; / )9 /' C y OT 40 -\ LOT "L / zg L G�� ♦L: LOT 39 3 // '� BT \ /, J j I • / LOT pcoN , LOT 1 /i♦. /14 .../' LOT R /O /r �.. ,. / ..� ,� ✓ � O ` LOT \ \`� 34 J � / OT z. LOT 33 z♦` - / - r R • r --\_ 0� ` LOT 32 `,,� - \♦ \ Jv /,, ✓/yQ OPEN LOT 3= - , / rL •. LET / 30 - _J /' - /i SPACE 1 LOT 68 G " 1 ♦ - N LOT 66 '/'/ / _<-`- J •��./ 1` LOT . LOT '. 3 1 L T fio Sv ♦ LOT LOT \\ . LOT , ', LOT \ i 6 1 \ 4 \ LOT LOT \ \� / -- -- -- ----- -- �------- � - / 30' NATURAL BUFFER ALONG \ PROPERTY's PERIMETER SHEET LAYOUT SCALE: 1" = 100' I 3 I I VICINITY MAP: SCALE: 1" = 29 S • Sheet List Table Sheet Number Sheet Title I iA COVER PROFFERS iB PROFFERS 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUTPLAN 6 LAYOUT PLAN 7 LAYOUTPLAN 8 UTILITY PLAN 9 UTILITY PLAN 10 UTILITY PLAN 21 GRADING & DRAINAGE PLAN 3.2 GRADING & DRAINAGE PLAN 23 GRADING & DRAINAGE PLAN 14 NOTES & DETAILS 3.6 TOTAL SHEETS BUILDING CODE NOTES: s. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.3.-og AND THE 2025 VIRGINIA CONSTRUCTION CODE. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. LEGEND EDGE OF PAVEMENT CURB acI PROPOSED ASPHALT PAVEMENT ] EXISTING VEGETA AVE/LANDSCAPE BUFFER - - - - - - - - - - - GREENWAY BUFFER - - - - - - - - - PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN 61 PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING 200----------- EX✓STING CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 505.71 TW 506.21 BW PROPOSED SPOT ELEVAT70N TW DEN07ES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 0 0 0 0 100 YR. FLOODPLAIN Lie. No. 035791,1, ;, 03/21/22 114 N N J L9 Cy' z 1 _ O Z M I --I N � M Q ' D N W CD W N Q W � z LLI Z J J_ LlJ > � w 13- 0 06 L9 _jLU r- O w I-1 J U � Q LU z f-I UlU U) � F Z LU w 06 IY 910 F_ rl F J U w U JQ V O 0 N = U O w .�. G O F- w 0 w co-' _ a to JOB NO. 182150 SCALE 1 "=100' SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018AD, 04600-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019134 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00.018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR., TRUSTEES- CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018AO; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019134; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred tc herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018DO. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ( Improvements"). "Polo Grounds Road Ira ") . The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and 'or to the issuance of a CO for the 270th single family dwelling unit. The cash contributions Pr g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollar 5 447.57 other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a variety of housing es including but not limited to for sale units rental units J � ty g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s)shall be available for sale. Thus notice shall not be given more than ninety 90 days nor g ty( ) Y P to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty 120 day period, the Owner shall have theright q P a ty( ) YP , to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building pemtit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (501) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the P Y � ,( � ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkman Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement P ry and maintenance agreement that is acceptable to the County prior to approval of road plans for >p P tY P PIx Phase I roadway improvements. rovements. The Owner's improvements shall be dedicated together with the P g County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 413, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y Y g Y Housing Units during the Affordable Term shall contain language reciting that such unit is subject the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J , P g Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tenn, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle Count Housing Office a co of the rental or lease P Y g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Tern, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( )> hundredth (500th), eight hundredth (800th), and one thousandth (1 OOOth) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Manag ement. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ('MST'). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSU2016 MSL Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars 7 333.18 r single family rty $ per g Y detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash g g Y g Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P q value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, Y collective) referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be, 28 336 662.00, The In -kind Contribution $ reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of first 1 CO issued for a dwelling within the Project the Owner shall dedicate to the County, ( ) g J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y IY P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road Improvements") -above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address an adverse impact to this designation g Y mP 8n as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 1COTT/R. COLLIN' Lie. No. 035791 03/21/22 z O � a k U a Zn w O o to Z J O Q i r > z w rr `H Dui li w o 0 N M O Cl? Z M O N M N O O N N W > w J J U) LLB O U W ' Y w U) Ln W IU Z aaaaa� U) J~ w Q J OO O N U O t--t I--1 I --I D Q Cz G I --I J UJ 0 V..[ V) W 1--1 LL L.L J 0 Q IY 016 z 1--1 1 rl l0 O m J J I--1 O O~ ,Uw, LL w w a to JOB NO. Ftift"It SCALE N/A SHEET NO. IA i� ® ' �� ill Ii IMPROVEMENTSPHASE 11 INTERSECT[ rimrrtuvemtrvU- 3. PHASE 11 RAD 0 WAY IMOROVEMEN75 PHASE IINTERSEC�ION ,♦ �A O IMPROVEMENTS A PHASEI ROADW AYIMPROVEMENTS r-v e r` $ PHASE IV INTERSECTION us� ,' ,� N IMPROVEMENTS ( , . / A I % s (' ®/ rolDmmurlm rDAo f PHASE I INTERSECTION PHASE IV R ADWAY /— \ BROOKHILLTRAFFIC PHASING PLAN , 00 L,\ I oG`�'Aq ry ff! CRROSS�ALKDESFR�� - IXIGTaIGTREE APEA PROPPOOS5FEppRR06\0D "awAreco WARlopro MPROVEMDw•ITST GWII P[ , I IY I �\•" OPOCONNECTOR RO�\ O.. AL CC ONN TOR If 7 CL CL ���._� l;l� �' • �� �I \ CL PATH AYC PRO C IME s FIGURE C: HWOOD BOULEVARD CONNECTION EXHIBIT PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONa • CONSTRUCT tO NEWWESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH! 375 'OF STORAGE LANE ON OF STORAGE TO ROAD FROM So' OF STORAGE TO aoR' OF STORAGE • CONVERT RI 0 MILLS ROAD TO RIGHT IN/RIGHT-OUT OPERATION. INTERSECTON R • CONSTRUCTASOUMBOUND ROADWAY PR OVIDING LANE. ( NANO r) RIGHT -TURN LANE. • EASTIBOUNDLEFT-TURLANE ON POLO GROUNDS ROAD WITHaSO FEETOF STORAGE INTERSECTION B • CONSTRUCTA RIGHT4N/RIGHT-OU ROADWAY ENTRANC ETO ROUTE., • TURNLCONSTRUCTANORTHBOUNDRIGF TURN LANEON US xB WITH zoo' OF STORAGE. ROADWAY TO PROVIDE (r) LEFT TURN LANE a to RIGHT-TURN"ME RESTRIPE PAINTED MEDIAN TO PROVIDE D STBOUNO LEFT -TURN LANE ONA OFSTORAGE BOULEVARD WITH ESTRIP' EASTORAGE. ROULEVE EASTBOUND ASHWOO I BOULEVARD APPROACH TO PROWO (.) RIGHT -TURN LANE SE IV INTERSECTION '.RSECTION 5 — ------ CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE(.) LEFT - TURN LANE AND (o RIGHT -TURN LANE CONSTRUCIAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WRH gO OF STORAGE WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: By: G� CHARLES R. HAUGH By: %o Ao?Y 4n. Q7wl.T oLw )6/.d IZAfBETH ANNs OGL BY G.�u— Date: %1Axi/ 8' .0 / 9 OWNERS of Tax Map Parcel 04600-00-00-01800; By: ; /�4yr1/ CHARLES R. HAUGH, 17USTEP By: DOUGLASB,OG BY, TRUSTEE Date: S- 2r-/q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: (G - 7F7In t LJ //" sa'I` Ann O. Haugh, Its President Data; �%-u-y 8, 2.o[ 9 Page 9 of 10 F 0 SHOWNOLOGROUNOS LANECOP MR ! '/ SHOWN AND IBITLAN ICORGURTIONS MR i W ROAWAYINANDUNECONFIGURATIWILL BE IN ACCODAI / 44D c APPROVED TRAFFIC MPACrANA YSISANDRNAI / CONSTRUCTION PLANS FOR THE ROADWAY IMPRI PROPOSED SALAMANDER �. CROSSING(3 TOTAL) i� N I 29NVERTED RETAINING \ _ WALL_6NDCLILVERT �\ HEMS WALL SYSTEM I L, SALAMANDER TUNNEL I CRO68Wr 8 FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT ° O 0 0 ❑ N - o PROPOSED60• ACRE HIGH SCHOOL SITE p" � _ l 1 TMP46-zaB HORNELAND CORPORATION Q y �h 'L �Q� pJ� yao TMP46-,BD CRAFTON I CORPORATION / PROPOSED 7 ACRE ELEMENTARY SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-00-0181B0: HORNE LAND CORPORATION, a Virginia corporation By: C AA/, /0A2.A4_d1Z.,t- Ann O. Haugh,Its President sa -I' Date: >,-� F. -3.o 19 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: obt, , C. " Ann O. Haugh, Its President Date: P13t 2; AO / C% Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS 04600-00-00 18A0, 04600-00.00-01800, 04600-00.00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019114 WHEREAS,the application to amend the rollers that were approved with ZMA 2015-00007 for Tax Pp P Pp Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-00-019A2, 04600-00-00-01931, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS,ZMA 2018-11proposes to amend Proffer Numbers 1 D 1 6 and 8 of the Proffers that were H, , approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road • p P Connection only if VDOT does not do so to reduce the value of the credit for in -kind contributions that are available t de Y to the developer, and to reduce the acreage of the hi school or institutional use site that the developer is required to p • 8 high p 9 dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § I8-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 20184 1. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P L Bt $ 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a time, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of sic to zero, as recorded below, at a meeting held on July 17, 2019, unt Clerk, Board of County Sup Isois a Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, �ge= By: Andres#TtNrGimy, Its President Date: _ S Z3/2d raj BROOKS ILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: �Alm R. Tay or, is President Date: Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle Count included a connection from RioMills new Y II s Road to the e Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; n p y p t, and WHEREAS Albemarle County approved roved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved the remainder of funding , P pP 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW THEREFORE BE IT RESOLVED that the Albemarle County p Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. 7 r Clerk, Board of CountoOpervisors Aye Nav Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y_ Ms. McKeel Y Ms. Palmer Y_ Mr. Randolph Y ICOTT/R. COLLIN' Lie. No. 035791 03/21/22 G z O a kVi D, Z w O U) Oz ._1O Q in H > z w a1 W f Q N 0 N M J L9VJ r z ti O CV, I�-/-•�I M V / F1 N 1� CM m 1 N (n O N N Q W > z w ZJ \J_ W W 016 0 L9 H LU W LL z = _j Q U a W Y L z W 1 Ul T__1 LU Z LU�� LL''t1 W ' ^ Of O t111J Q U J 0 O IJ—I U O O~ w F_ w a Ln JOB NO. 182150 SCALE N/A SHEET NO. IB H OFF NOT SCOTT R. LLINS'Z __ J LiC. �� No. 035791 r THwO�DQ �}, c2 / PROPOSED TRAILHEADACCESS AREA T V-`•qRb c l 7 PROPOSED ASHWOOD BOULEVARD CONNECTION sr .r UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT THORN y c� l� Z — Z 03/21/22 o��SgIO F OR MORE INFORMATION ON REQUIRED BUFFER \ T C}' W NAL EIyG~�� PROVIDE PARKING, AN INFORMATION KIOSK, AND APEDESTRIAN ROAD CROSSING TO�0��~ *_•, `' c� icy j p0 ^: N W a w CO I ACCESS THE MULTI TRAILWA c 90 SHWOO6 = on -USE p / q W J LU 0 voo uJ o FOREST LAKES �Q NEIGHBORHOOD I SITE Z x W IMPROVEMENT • 4 BS-1 Oc sp ` ~ _ SWM FACILITY # COUNTY OF 3 ' 'MIN. NATURAL BUFFER EMARLE p 3 ROPOSED PRIMITIVE TRAIL WITH - �� \ R O M RO 7C(S q0 � UI m t Z w Z U W ' CONNECTION TO FOREST LAKES i P OtO GROUN pSROgp rm _j J a J) < U O a a IIl --� -- PROPOSED © / I' ALBEMARLE COUNTY -� RESERVED STEEP SLOPE O o _ ? PRIMITIVE I BLOCK 1 TRAILWAY 3 I (TYP.) Q, 0 o N 1.1 z C l ° Z u v, o � ca n - -. TRAILS (TYP.) VICINITY MAP: SCALE: 1" = 2000, h� DEVELOPMENT I w g 0 AN COURT 3' o O o¢ GENERAL NOTES AREA (TYP.) OWNERS: TMP o4600-oo-oD-oiBoD TMPo46oD-oo-oo-oi8Ao< > , - R. & Lu - S-{OP BLOCK 15 III E D 1 - >,- �,,.,; F��.: ----- � ,' ,' / -s�-, vd�• _ � I ` _ HAUGH, CHARLES R. & HAUGH, CHARLES E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. PARK T SEMINOLE TRAIL ,', ✓ - I 1 z CHARLOTTESVILLE, VA 2xgoz CHARLOTTESVILLE,VA ]xg02 Z > 4 HORNE LAND CORPORATION _ �' `ONN / _... . -. CC ..'. EN TMP 6 CROCK ETT CORPORATION SOPACE ZO i y _ (TYP.) E GO HAUGH & H LVIN 435 PARK ST � , - t <,- ,.• f „y i I BLOCK 12 °; PROPOSED CIVIC SPACE- �.�0 ;/_ �p� \ --� ,I CHARLOTTESVILLE, VA 22901 f7 Z C7 Z M I BLOCK 1O \ i - I '` \, ` °•`, BLOCK 1 _ ' I _� //' a `�1, EASTERN POCKET PARK ' (LOCATION TO BE DETERMINED O' 1 O- ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 O w O w O u EXISTING Zoo -YEAR y : = � -1\\\ WITH FINAL DEVELOPMENT PLAN) "• -- CHARLOTTESVILLE,VAxxgo3 W W z _- FEMAFLOOOPLAIN(TYP.) g: \ / ,\ -_ I \ego _., `... --- _ _ PROPOSED VEHICULAR -- - INTERCONNECTION ACCESS "" ENGINEER COLLINSCOLLINSENGINEERING zooGARRETTST,SUITE K (./) z < a Izz z m z Z g _ BLOCK fj --`Jl PRO IVE ',. ° - V CHARLOTTESVILLE, A xxgox O g N \ T '�`Y '' \ ': / �- -� TO THE MONTGOMERY o'MIN.NATURALBUFFER 0 z a w o ROUTE x �� �. _ \ e �. r r - ".: ) i' •" / RIDGE NEIGHBORHOOD o TAX MAP & ZONING: 0 600-oo-oo-oi800 0 600-oo-oo-oiBAo 0 600-oo-oo-oi oo i-r u o r++ w IMPROVEMENT .. PATHWAY .. .. ♦� a , .d I, i �,,. ` . • y ',.' :.r OPEN / , PO '., / OA D.B. 73z, PG. Ego D.B. 1333, PG. y5o D.B. 73i, PG. 690 � W a m �+In a o f o Z w p ti ^i M '--- 1' - R EDCIVICSPACE .�, \ SPACE i \ r r / ALBEMARLE COUNTY R-i RESIDENTIAL R-z RESIDENTIAL ZONE: R-z RESIDENTIAL W o z w f i -. `, (TYPJ :w GREENWAY •; �. e 1 • � 'd''" ^,h \ �. i / MANAGED STEEP SLOPE � (TYP.) , i /� p < y RV- TOTAL PROJECT AREA: oy600-o0-oo-oz800 - 42.55 AC. w a Z w ' Z O U ROUTExg 1„I >;, (TYP-) - 1 'H '.',' / OpD j )' " ~\'• • "` 04600-oo-oo-oi8Ao - 27.29AC. g g z IMPROVEMENT ;_ ' ..` ', ;�='<. _ e "" GRETMP AY A,•P ," �•: ----- BLOCK 1H E(t _ G V \i ,O. _ oy600-o0-oo-oigoo xo7.66 AC. O 0 p z SWM FACILITY#x ,I,^`. PROPOSED So'BUFF •_.- GREENWAY _ (TYP") UPLAND a ( •)°_ ,,, -. - - _. .. " \ 01 "'` •° PARK .e ,� % ° \ -� - r J `E'er O �'a \J0 z oAC.TOTAL 775 PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w N �ii a w N Tii w z Q J AROUND VDOT STORMWATER- I MANAGEMENT POND ) '"" \ ". ?EXISTING ARCHAIC WOODLAND ' •. "-., \ ` �`, . CAMPSITE AREA TO BE PRESERVED ! ��' DEVELOPMENT AREA (TYP.) M\G - O ti� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2D15. z Z g ur � 0- z !'; , , �_ I� i , +rim • .," F; BLOCK 16 ��,:""-,... ,' - BOUNDARY INFORMATION WAS COMPILED BY LINCOLN H xDi . SURVEYING ON MARC 7, 5 p M O w..- i=• ,�.. ..> �. �. ,,. ..•+ ,•-'.' \•".,."I , DATUM: NAVD ig88 S C'7 Ln ,, - �' EXISTING zoo -YEAR m I --I Z i� m TREAM BUFFER (TYP. ° d • ,,,• �k \ . \ . " FLOODPLAIN (TYP.) a t. - UTILITIES: COUNTY WATER AND SEWER CV \ vwi� BLOCK C1 `• ` / c''�) /J FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD w ~ Q PROPOSED RIGHT IN -RIGHT OU r ¢ 4 z �� ___ BLOCK 4 - / v DATED FEBRUARY , xoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4 5 e INTERSECTION IMPROVEMENTS. w SEE BROOKHILL TIAREPORT �a Z .� �,, TRAFFICCIRCLEROUNDABOUTMAY{ ��� / _ ,'A,.'� I ALBEMARLE COUNTY i �--- PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 0 0 0 0 0 o I� FOR FURTHER DETAILS: 0 MAINSTREET _ -� -->- "'-, BE CONSTRUCTED AT THE ���PRESERVED r `^ MONTGOMERY RIDGE 3 STEEP SLOPE BLOCKS %;;> NOTES: N vi j BOULEVARD ENTRANCE •.-r•. 3 INTERSECTION OF MAIN STREET AND (TYP.) - i THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 / / �' ' /� NEIGHBORHOOD z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. z OPEN � � / - / / z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE (V Q ' l SPACE € '%` % OPEN \ - �/ DETERMINED WITH THE SITE PLAN PROCESS 7 Z N ,.,/ L.L _ - ,,. SPACE ,y ' T/ 3.ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH (TYP.) ` ,-; ;-^ '_'' j tea. O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J Q \ 7� z BLOCK1 I I EXISTING ioo-YEAR PROPOSED ` ���.../// OR FOREST LAKES. / �� Lu I FLOODPLAIN (TYP.) s.: a, RIMITIVE o ,�� £' 4i �d 5 THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN W T.M. 46 - i8D ! I TRAILWAY -' 2 O� O Lu I --I (n CRAFTON CORPORATION -c _ I •, I BLOCK O V OP O C�� 2 THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. 7 Z J J Q 2 DEVELOPMENT AREA BOUNDARY (TYP.) / �/ (� f�\D a 6. PARKING FOR THE PROPOSED DEVELOPMENT SHALL BE PROVIDED IN Lu \ LLI PROPOSED NEIGHBORHOOD CENTER i _ \` \ ; LEBROOKHILL UNTY ACCORDANCE WITH ALBEMARLE COUNTY CODE i6.y.zz. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FORTHE C J (LOCATION TO BE DETERMINED I 1 °. BLOCK 1 ,p IMITS OF PROPOSED REZONING _ Z L PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 1 Z �. LLI - J WITH FINAL DEVELOPMENT PLAN.) ,� _ _ _ �, ,. _ _ _ _ _ _ m 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP 7 U r--, _ CXJ Q I# PROPOSED zoo' BUFFER ALONG RT. x BLOCK �_ s . � � �I � -" • ��''* `'" HISTORIC ' `-� � , ,. INUNDATION ELEVATION WILL BE PAT F THE FEDERAL EMERGENCY MANAGEMENT NUNDA ION ELEV O L R O G G SAFETY ACTION PLAN. L1-1 Z - 0 J LLI w 70' NATURAL LANDSCAPE BUFFER, &3o'LANDSCAPEBUFFER' 4 ) ±ACRE I.. BROOKHII PARCEL BLOCKS .__BLOCKS �, ' '�� \� r f--� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FORADESCRIPTIONOFTHE C (,/) I —I Q ALBEMARLE COUNTY " `� ` •Y ` �/'�{ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. < 'J I v , NOTE: A PROPOSED MULTI -USE PATH APPROXIMATE LOCATION OF MARKER FOR THE _ ' _ ANAGED STEEP SLOPE {Z,,, \ �. r �' \ i� - - (TYP.) GREENWAY -\S ( ) -�J / / 9. THE PROPOSED OPEN SPACE AREAS MAY EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER �L J Q = J J J ALONG THE " IS PROPOSED BY FRONTAGE ` ROUTE FRONTAGE OF THIS HISTORIC BROOKHILL PROPERTY; + r - - (TYP.) i , _ ._)- '. I `• 1 � ) ,� MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. ,•••r � � U Q i--i xg 4 PROPERTY. PATHWAY TO BE u _ _ _ _ - - - - _ , � , .: <---�j / ,� : \ `� ' ', PROPOSED xo' BUFFER �,. + ... .% �) '. \ • �,, � v -❑� __ 1 zo. CONNECTION POINT(A)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE O W I ~ LOCATED WITHIN THE VDOTR/W. '� I �1'i - .:.',',%7,y; �.�^t.� LOCATION OF EXISTING 1' i') PEDESTRIAN ICYLE ACCESS CONNECTION. (n ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q w Z p j, UNN CEMETERY TO BLOCK 1 w ab�:, "' 9 ..III DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. u Q H -0 � V REMAINLINE , LOCK LW E (TYP.) � � °°�` + NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND { � \' BLOCK 6 ALBEMARLE COUNTY \ `.° AND EROSION CONTROL MEASURES SHALL BE " i Y LOCATED OUTSIDE OF THE PRESERVED SLOPES. • � GREENWAY PRESERVED SLOPES � J f^ Q U) I� NOTE: AREA WITHIN THEzoo'BUFFER BLOCKS i ) � PRESERVED STEEP SLOPE � ( °'�, --, (TYP.) �: ��,.; `; • � ° ROPERTY BOUNDARY (TYP.) I ,*,' (� V •°•, ® VEGETATIVE BUFFER 0 MANAGED SLOPES Z 0 1L Z ¢ Q .. LLJ T--I W AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN O �i'� BLOCK 7 �,. O EXISTING ioo-YEAR / '`" t' °• / ®OPEN SPACE l I V i Lu 06 O ce ACCORDANCE WITH THE PLACESxg FORESTED BUFFER REQUIREMENTS a„ '; EXI - f 0 DEVELOPMENT*' .-.. FLOODPLAIN (TYP.) " Y' "-' LNG BROOKHILL AREA (TYPO `,. "' � I OFi THCENTURY - `'^ SE TO REMAIN g \' ' -nee°••••,•••••••.) _ •• PPP°_ -� •. WITH HOAAPPROVAL, A io'MULTI-USE PATH ,N SHALL BE EXTENDED TO THE ENTRANCE OF - _ -'i (;-_� ---- GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS sm WETLANDS JCL J U Q . ' € �f yy M N NTS OF BROOKHILL \ MONTGOMERY RIDGE. THE FICA WILL NEED �3 TO APPROVE THE TRAIL AND EXECUTE ALL T 2 ` - I ` tom' BLOCKS DEVELOPMENTAREA •„ -- \ BOUNDARY TYP. ) EASEMENT DOCUMENTS ALLOWING THE ED C --_\ PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE& THE 1gTHCENTURY COMPONENTS OF � EXISTING ioo-YEAR ! _ _ ° QI ` ', ,F`�,/�''`�,,� -1•pR CONSTRUCTION OF THE MULTI -USE PATH ON HOA PROPERTY. I o �1 -- BROOKHILL O FEMA FLOODPLAIN (TYP.) ;` ,�' OPEN OPOSED zO P A p ' J PRIMITIVE TRAILWAY � SPACE � � % MULTI -PURPOSE TRAIL'; 5 MULTI USE PATH TO BE COSTRUCTEDA ON io - L G THE NORTH SIDE OF POLO GROUNDS ROAD Cold Ur.. -.., epartment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR � � Q .—I co ,•'. T - • �: >_ FILE# �'�. ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL IMPROVED INTERSECTION ROPOSED PEDESTRIAN TUNNEL - v Ap Fovec _ Supervisors LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° O J ND HT SEE BROOKHILL TIA REP ARTHERD a• ` , I dl Ix€ , 4 I T , PO( `'- _ PROPOSED IMPROVEMENT TO -_- FO(iK SOU�N PR\vER �t N °000 EXISTING ioo YR FLOODPLAIN 0 C N F1 JUNE 15, 2015 r STgT RGROUNDg POLO GROUNDS ROAD FOR R\vPN } FOR FURTHER DETAILS TAILS T-643(pQROAO(so) TURNLANES- SEETHEPOLO -•-••- STREAMS 263) _ --- GROUNDS ROADWAY - annef LOCATION OF HISTORIC RESOURCE TO BE PRESERVED O J IMPROVEMENT PLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG O PROPOSED LOCATION OF CIVIC SPACE F_ O FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGROUNDSROAD GRAPHIC SCALE GALE w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- 200 o zoo aoo 800 io' MULTI -USE PATH n - , 0 w _ SEE PROFFERS FOR FURTHER DETAILS )rCROCKETCORPORATION PROPOSED LOCATION OF HISTORIC MARKER O a V) JOB NO. 182150 �, T.M. 46 - z8C • _ _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. ( IN FEET ) SHEET 1 OF 1 _ - SEEPOLOGROUNDSROADWAYIMPROVEMENTPLAN&TRAFFICTIA. 1 inch = 200 Pt. /'� PROPOSED ELEMENTARY SCHOOL SITE \ SCALE N. T. S. SHEET NO. 2 c 1 .11111. ur�.� I o° 0 0 ° tltb III le II III Io FINAL SITE PLAN APPROVED I RNRI AY '1 H ---- --- / � . / _---__-Al \� O_ 1 SCOTT R. LINSIZI 1 1 \ r \ �; I ? i �__� \ I L� Lic. No. 0357911a p ,' / ` > ! \ Qv / I ( - --_ \ I I 1 °� 03/21/22 cvQ E IW p Cp�--- 1 I IJ / Sj 7T 1 ' o -- - 1 BLOCK 13 -�V L I \ o S BLOCK 3.5 J o \ \ 1 I A YAN COURT 3 - - rr �\ ' / w I 1 �r� \r \ a � L �l� it ca -BLOCK 10 � � � � � y �, 1 �1 ��� / /' \ 1 \, j z XX 1 - DP2020o0008�V r.I X �Il \ V®� /// �% 1 �� � Pv� / �\� v'\ / H INITIAL SITE PLAN�� APPROVED-"03/o6/zo2o, �; // I / 1 r ��'\_ W / \ SDP202000082 II 1 " BLOCK 12 vI v BLOCK 18 BLOCK 14 - -=� 7 // II v -- r C K 11 _ 1 L9 VJ 10 o ROAD PLAN ♦ ♦ /' \ I / / t--� ♦ _ _ BLOCK 4C / /� N o 1 SUB2017-0011] -oftftft ' \� a o°Oo M BLOtK Ica BLOCK 3 / i°' -- 41 1, SDP2020000 O O 1 _ _ ,, ' r' /' / I N _ INITIAL SITE PLAN 1 ♦ ♦ ♦ 1 i e o _ \ \ �_ g APPROVED -20/23/202o BLOCK z ° Q I I APSDP201900078 INITIAL SITE PLAN PROVED-oz/z1/zozo o I SDP202000035 e \ /. / \ Q - / _ I I FINAL SITE PLAN ROAD PLAN PtK3 _ ! / �- \✓ ��Q / -_ j J LU Y APPROVED - 01/05/2021 SUB2o18-0011O 5 // o I° \ O I / �/; ' w L�.�L( O INITIAL SITE PLAN o '°e I --__-_- / �Q� I-� // - I I I 1-\ 016 m \I TI B K APPROVED - o6/08/2018 SDP2018000 _ IN STEPL9 0 \ -i w J ° BLOCK AREA SUMMARY Q I• 1 \ LU e ° / a@ 1i Z U J > e - Development Q O Greens pace/Amenities (ac) t I--1 Area Per Area (Roads, Proposed J j 1 °e.l �l Block Land Use District Brookhill AtropoLots,Buildings, Development Y -j COD (AC) ea (At-) Parking lots) Per Area (AC) LU z Z BLOCKI9 1 o r� _ a a COD(AC) Civic/ Civic/ Greemva Greenwa Open Open Buffets Buffers Total Total Y Y B L K Parks P i / OC 6 1 0 o a s arks Required Proposed Space Space Require ProvidedGreenspace GreenD 0 ° ) 7 I ( , �, � ° Require Pro sed Require Provided Required Proposed I 1 � � 1 0 9 e� 9qU) O Neighborhood Service Center I 1 zg 12 12.72 12 11.05 0 0 1.67 0 0 0 1.67 Ul �--� � I 1 1 1\ rl m o a lA Neighborhood Service Center 1.24 0 0 0 0 0 0 1B Neightborhood Service Center 11.48 0 1.67 0 0 1.67 w 016 BLOCK 7 g \� o ,°°' 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 L kD \\ LU o o 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 F- rl \ o ` BLOCK d 1 ',.� 3A Urban Density 3.3 3B Urban Density 1.8 l 5 V201800054 _ A INITIAL SITE PLAN - ' o / 4 Urban Density 24 27.95 19 14.0 0.2 1. 38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 LU U APPROVED -o9/o7/2018 v� �__-_ 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 O SDP201900015 / o°° 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1 1.54 1 3.07 0 J I �- I, PLA i °� 4C Urban Density 6.58 - 2.31 1 1.46 0.85 Q m / 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 (� w 6 Neighborhood Density 7.3 0 7 0 0 0.2 7.2 C:) J _ jyya57 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 O C7 I--1 oee _ _ ,,,.A° ' -/ 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 N S Ao` Roo1V i� / A ° ° ° E RT. POAD _ 8 Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 °e ° °°oo°°° e% °aooee°o 643 (D,g 4g1 p(�63) a°°°°° 1 / J 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 O r 9 Neighborhood Density 9.6 12.58 6.8 7.62 0 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 O - ° LEGEND: 10 Neighborhood Density 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 LU � w „m ° 11 Neighborhood Density 5.7 14.04 3.2 5.38 1.2 1.47 8.2 8.66 1.3 1.68 0 0 10.7 11.81 � m = PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT / Cl- I w (APPROVED INITIAL SITE PLANS) / 12 Neighborhood Density 6.7 5.7 0 3.2 1 1 0 4.2 JOB NO. 13 Neighborhood Density 11.7 9.7 0 1.4 I . I 0.9 3.4 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT GRAPHIC SCALE I 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 182150 egos (APPROVED FINAL SITE PLANS) I 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE °'�"200 0 100 200 400 800 16 Neighborhood Density 9.7 13.89 8.4 10.3 0 0 1.8 1.4 1.3 2.1 0 1.1 3.1 4.6 �� , PROPOSED RESIDENTIAL DEVELOPMENT I �/ 1 =200 (PROPOSED INITIAL SITE PLANS) I 17 Neighborhood Density 15.8 16.1 11.8 8.8 0 0 3.3 0.9 3.8 5 0.2 0.1 7.3 6 \ IN FEET18 Neighborhood Density 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. ( ) ' 1 inch = 200 ft. 19 BrookhillHouse Parcel 3.2 3.2 0 1 0 1 0 1 0 0 3 Total 223.9 174.5 168.8 106.0 10.3 3.25 1 53.6 1 31.01 1 28.8 1 20.05 1 16.0 12.28 108.7 66.59 I , � v )11 v vIIIIv vA — �v _, N `\ i / , I v v v v _ _ -� _- — — — — ,�,, 7 _ III NOTE: //� I I V v v — — — �v v_ � — — —�� '� / THE CONSTRUCTION OF THE PHASE II POLO GROUNDS ROAD I //,-/i IIII I I �V AA \ \ \ Il �_�� �� v � V I A VA�v >(< �, / _� / Y I �\.._L�� _ � _��-� -- - -� �-�! /'jam �� - vvv 1I I 11 ; IEw) // // - I 1` I \1\� Via- `1 Ali // / :� 11 �` �'`�� '' - \ )III l / IMPROVEMENTS PROVIDED UNDER A SEPARATE PLAN IS //�/j ,-- // l I 1 l�1 /ll ` II \(. �� � v 1 I \ v // A// v v - .v . / �� --� vv �vv / I I I I I i� v V // / _ /i/ //// IIII y �� '.. �1� �I vv\vvv v v ��i// ::::...I'� v .'.'.'.'.'_ _ �_- T�—�,_---<:- '�� / _' . �'i — vvvv � v- /�/ I I ! REQUIRED PRIOR TO THE ISSUANCE OF CERTIFICATE OF oSCOTT/R. cI5LLINSZ IIII / �/ l 1 ���1_ \\ \��— �y t \. — / � —C — � _ / —— _ -'\'\I-� I I i \ I \ \ OCCUPANCIES FOR BLOCKS 16 & 17 OF BROOKHILL. _ U Lic. No. 035791� \ II II /-- / ///- / / l l > -_- \ III //� / /�//// / ////� �7�'� --\� -_ / I !` ///i / / \ \'\\-/ I I - - 0 4 \ I IIII (I \ �a3 k3c� // / �/ /ll�'>r/6L��--� \ -_ I. / I \1\ T ... - -0 B - / �� - �-_ / j/ / — _ \ \ / I / ) 1 I / /' --- \ ��_� - nro� 03/21/22 � jI I I / / // / \ C ) 7/,— \ �) \ \ �,fl / ; OP E�rer.�reri-r�niu.uu ' / \ ."1"✓- ✓y . .� -� r. / / j '' \ ) ) I — J v" � \__ �"1 �i''�` -'-- / / / / / // / / \ " / l / / / / l \ - to ti \ \ 1 I / / / / /i L 1 � � � - - � / �\ /�' ,� i iy �. . -' - 1 / / / / _ _ �\ \\ \ \ - / // /// - / / i ) 1 / I i \ - _ - SSIONAL E_�G j _ - � \ l ASSOCIATION "IN®a' `_�% ' 1�� 1. 4. _. �, / / - \ \ i l / / / / / - - - \ \ I/Ill \\1\I \l< / �/� // `--=\� � , -- � � / \' � , i � ��. y i.�. .*- /l// _ \ �/ // / / / \ \ \ / D.B. 5512„ PC/ 30 --�-­y/ �. �. ._ / / // / / / / _ \ \ �- / / / \ - \ tea.. _ / 50.7?� ACRES _,re i LL �. -__ / / / \\_\ / l l l l I / / / \/j�//� �\ \\ \,\\ �� � �� /�`E\XISTINGSTR�EAM eBL .. � -: ! j / / / / / / / \psi h / / \\ 11 //�// / l \ \ \ �\ \ \ \\�� �1 \ \ Y \ _ -J'. 1 ,L`P:ll`.`.. ././. .Z.i�. .%.% ''.i LL. / // - --///i / / l l / / ---` I / / / / / lIl / / ((IdlI)I I /> / /) l -- > \ I L(`` \ i 1ln\ \ � / 1.. /-,/' l.. �/. ,*, ,/ i� _ i / / l/ ll/ z � i _ - / 11I / i _i \ J`.` i .l.��a� -k. \ \\ I / // / / / _ 1 \ 1 T i i FUTURE PUBLIC GREENWAY TO BE DEDICATED TO - - -/ \ �# I I / / \ // \ \ `c < _ _-- _ ` - � _ - � \ "/ / //// \ ,// �� // j/� ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, /- `__-- \\ \\ ( I I I / //// ' / / _ ��� _-- - s, / / \\ \\\ - �- - - � - \ \ \ \ �� � - - •` r LL iLLl / I / l � I / / / / / / PER PROFFER_ #a OF ZMAzoi8000ii - - / \\ �-�\ \ \ , , \ \ \ \�i�rti --\ \;. ` * \ f l / / / l 11 //////// �� � / /i/ _ — // / / // / / / / /'/ \- ,� I / \ IIII\ \ec/ \ \ - \ r1. / / // /////// /// "a%/ // --// // / / / / `-- / I / / \ ,_ = 3 \\LIMITS OF FEMA APPROVED_ \ \\ �\ o ..: , I� O O N AC / / / _ / /\ / / j / - - J / / B OCK i \�\ \\�O — — .DLO \ \\\ \ \ \ \ \ ` �` ` 1' LIMITS F PE SPACE / / /// / �° / / / / - - - - - - / / / / / \ / / BLO�I 3B / / / / \\ \\ \ -_ \\ �� \ \ IIII \� ` 4`:)}: 1'.`.i. / / / //// / i j/ / / / / // / \ \ / / / - - - _ -_- — \\ \\\ ioo YR FLOODPLAIN- \ \ \\ \\ \ /. GREENWAY PARCEL / / / / / a� / / / / / ' �Mp 46 19BB - - j / / / / / / / / / \ - � IIII \\ \ ) \ - - - - _ -_ ' \\ \ \ \ \\ ., J.'. / 1( / / / / / / / ///// / / / / / A / / \ / // / / / NNlF-CROCKET3 CORPORATION _ ' - / / / / - �\ �\ \\ \\ - o' \ f.' / ! I I l l / / / / / /// / 5626 PG 484 i' / - \ / / / /' / _ z \) I V '���vvvAvvvvv A /- _ - \ V LIMITS OFSUN� a , 1 ..,4%� )l)II� IIII I I l l I///// //�l//// / / 1.1 / /--- // i� / / // ///\ / / / / �, \ \ , K /� / / / o J v vv vv IIII ) A DAY DAM BREACH ®, C `. � `*I. l lI I I I I I I / / / / — / / - - / a / / v�<- ,,vvvv r-v I / / / I I � .::� 1 >�. �/I I � II I I I I I / //I( ( \ 1 / I / // / / // // r ,� ,,� - �� ( � � m / � �� \\\\ \\\\ I / I / / / / / / EXISTING SANITARY SEWER AND { .::: *1 I I I I I I I I / I \ ) l / / / / / � / /, J � - / / / i / / - - \\ o c=) / v v v A\ \ \ S / / / zo' SANITARY SEWER EASEMENT I I {`"' k )\ I J / ) / / / / / // / / / _ / / ) / IIIIA\ 1 / / II / I - � / 1 \ �vA\IA� ��/ 7 j/// //// ;II/I[i�II I 1 l� )I IIII If% ///, / �/ / i � / / \1 /f /l �l 9 I v A `..p/ �I // I II II /// ///�// // / 1 / / , ✓���'i-vvv\i 0 0 I Al)1l/ ? f / //// l lIAI I I4. 1" `.1` / I /////// /I / / // / / / �- % � v inlllll / I �/ j //� I ll l �� / / l / / / �/ / / / /PROJECT BOUNDARY (TYP.) I. I I / 1 / l I I III I l / // / / / / I / /'/ ' �- A 1 V A z / / / �- / / // v / / I / I I I / ----- - /// //� �� \ I v� U / //���,/ , � / / / �// 1I v ) // / //II / -- / / / � /7 � _ ti III �� vv / / / I I I l j - - / FBI // /%///�/ / /�/ / // // / �� \ it l l l l I I I / I I / / / / / // ) / / I � //// / / / / // // / �/ / / /BLOCK / / / / 1 \ �' _ // ALBEMARLE COUNT I I // / / 1 / - - - - / // / // //// - x �// ��� �® vA. lA/ �� / - / — — // //�//�//// \----�// / / // / /////� / // \ I I l / / �// V l I ( --- ///// �v VA\ \ / � // ///// / / may\ / / � I -_ / / / \ ��z, ///�/, � — _i / /// /l /l IV/ / �.: V I I I / / �v v A) I I I I /--- --� — --- — // 11 \I � 'vv\ �/ / / ��, I \ I ( I 'MANAGED STEEP SLOPES I I / / I / - / /Lu \ �// /�///�///// � ----- k // / l ll / / /// 1 / / /i' I --- -_A,_� / �%� - -- _ l / / �.. 1) �' vvv\\ l II I I / // v I — —_ ---- / - - / /�-A�1 . v / � / / //� / / / , / � ; - 7-/ 11 l / / / / : / // � . v vvvv 1 ( I i VAA / / / / / / / I A v\ �� / // /// / / / / - A / / / / / / // A \ V l A V I 1 1 ( / l / / I I GENERAL NOTES: , / / v �/11 I/ - -- / / / / �/ / / / / / V\ \ IIII A V V / / / // A I - A ' ` �/ ///////// / / / /// _ / / / /� - - /�_ - \ \\ \ \ \ J \ / / / / / \ / 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID L \ ,,,,/� - ----- --/-, I,////j��,�.:ll`%->,s\\\\IIII\ \\\\\`,1 �,\ / / _ III ( , -- -\ \ =sq � / �I I Illl INIIIII11II(// - - / /// / 1 / /jT / / !/ � ` j \ \ \\ \ \ \ II \ / / / / \ / __ 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM _ _ `FAR i / BLOCK z' - - - - / [ BLOCK LINE TYP. / / // / - \ l III \ \ \ \ - I / / / / ! f//. ` / - - - � - � - \ \ \ \ \�Pl / / / / / / \ / BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE \ � / \ " III - I 1 // // /// / / //y./i////-_ fi� �\\ \\\ \,///j/ I I U / / // 111 \ I I \ - _ I \ - _ " SOUTH RIVANNA DAM WHICH IS A FEDERAL DAM LOCATED \ / - - \ I - - - \ \ // J// / / o / Y%/ / / // /j /i/ / i -, �� // /I1 / / / / / / / // /r -I / / / / / f \ - UPSTREAM OF THE PROPERTY. / / \\ _ f /// / / / / / / / / / // / \ - / \ � - � / / / Q\ /j j / // --�Jj / / / / / / // / \ 2• A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. / BLOCK 3 \ \\ \ - / / % / / / _ i- l I / / � / � / - � / //1I l \ \ � - 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL \ / l/ \ \\ \ / - � / f ,/ / . o /; /� / /// / / / / //� -=�5 -- - �7 " 0 e / // / �/ / - I �/ 1 \ - - - N / // \\ \ - �/ \ / / / /� / / / � - - _ _ � / / 1 / // I \ \ - INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF N / - \ \ / \\ / /// / �,5 ` / / / '�, / / , / // / / I _ \ - - UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS r N \ \. /////// \ / l-=-- I / / o J��/ / ( //// // /// /i /// /// // 1 I � / / / / \ / 111 \ \ a - \ - � l `/ l / / / / i / / - - - - % /// � � / / / / // / \ } I / / / I \ \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE _ I = r4 \ / //////� \I \\ 1 _� / IIII // // � //// / / / / / / - , - / /) I l l I I / / / / // � / / / / I / / � � / / (/ I \ \ \ \ \ � / CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION m l �\ I \ \ / ////// \\\ IIII #` / o \\ \ I // // / /� / / I / �/ / / 1 i I \ � l \ \ \ / // \\ \ \ IIII \ r — / 1 �\ j / / / / / I I I 1 { / // / I / / / / / \ \ \ \ — -- — — — / / AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY �� A A \ VA — �V A, l�I // I vAVIV / / / / / / //� \ \ _ / --I_- \� A v v \ / //// ( \� v \� \ V A VA A _ /� / / �Oi / I ii / / // /// (\ A \ \ V A V l 1 / / / / / / / / / / / — A � — / SEWER, STORM SEWER, AND WATER SERVICE PIPING; / V AA - �i I� x /� i . v A /, �/ / / / / // / // // V A I� Z v �- �v v \ I / / \ V I �)// A \'. - _ - I /� / It\ V A A \ V AALBEMARLE COUNTY / / / I V / // /%/ /� // � A I / A v - _, / UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE\\ L , y v \�A� v �-\ \ \ / / // / \I \ V 1 /,/'/ // / / / j j \ \o - � - 1 ( 1 A / / / I A \ \ \ PRESERVED STEEP SLOPES I I \ -,,, / - - ' / / / " 1' / ' �� / / V I I V _ - CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED \ �I 1 �I I / ' I / / / / / / \ - - /, TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES I \ / 4 k /\/ 1) I - v A�\\\�v \ \v // / I A \ %%/�%//// �/ �� - A ) A`\V l�l 1 /I41 // l \ V 4 v\ �_ - / //f//////� / 11 V -- --' / / �� SERVING THE PROJECT SITE. / / \\ \ �\ v / I / // / / / _ - A 1 I 0\ / / V / // �x / / / / / 1 \ � t L k I 1 v _ - «- - - - / / / / / // / I \ � — — � / � 4. CONTRACTOR SHALL VERIFY SIZE TYPE & LOCATION OF EXISTING �\ - \ / / j l / �\ \ \\\ /.�/ /,// /d J I \ \ \ \ 1 1 \ \ \- // �j // \ II II l \ \ ------ -- // WATER LINES ON THE SITE. L9O v \ v / 1 / //� // /// /, / / //i V\ /// / �#t �1 Z ,/ / / A v - i v �� / / I 1 /�/� / //� / //// / /// �� I ) \ v0 /. // 0' 1 1 V / / // //// II V - / / I v �� I/// ////j�///�/�i////i////l V III I V1 / Avvl)I I 1.11 I /// ///ji//i / / { v _----/� �//-1 , I \ I I 1 1 \ / / / "' I � / / / / / /� 'I // I � \ v v / /// // // / /// /� �� I / -) :1 ///� 4% // /EXISTINGLIMITS \ \ A —"ate ii/ / //% /// II \� v -'i - �i/�/✓ii J/(' M / I v /i � �l// /// / - / /// //i�� � 11. 111 I /// / l f / / v -- // / / // / I IA v — - ;�» /��,� /� - � / \ / // / / / / II / OFTREELINE I \- / l \ / _ //l/l l/////j//!//�// I/ � / / /i / / L II Il �- _ / / /�/j/ I \ \ ! -- �`_ / // / /// I r / M //// // / / �/ l�/// ///� �� // / / // / - / �/ /// / / 1I1 VA - _ /< / / / / 1, i / l l l / ti NDS (TYP.) o / I / b II11 / / / / / \ - / / / /, 1 till °ill, /I / I ll -/ / / / ( ■ _ / / / / -- / � / / /, / IIII �� I / 1J- I I / / / / , I -- 1 / / / ,/-_ / 11I�11'I� I /// ac / /// IMj I / / / / / // - / / 1 _ - M / \ //" �l IIIIII I / O �`I` II \ — / 1 l / /i/=--/J / / \ v / / I/ ,� �/ / / A \ i �- / !/ III 1 // I / / / / // �__� I BLOE 611 \ k/ ' / I ( I I II III / / / / /- - ' /i/ %�//// 1 \\\ �j / / -,/ IIIII 111 0 / l: `I I // �� // v�� �� //_ -�� K / a - 4 o / 1.11/0l I'I I I l I t � I � / / / / „✓ � /' / / / ////.. 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X \\T \ 49 I m \ ROPOSED CG-ii ENTRANCE (TYP.) \ \ LOT \> I \ ✓ \ / ho / / p�TH 0 i ox / ,19 8 / y1 l PARKING ALLOWED ON PROPOSED CG-:L ENTRANCE (TYP.) ��� n ROPOSED STREET SIGN LOT �.. DD THIS SIDE OF THE STREET y✓ Ql \ ✓ t�/_ \\ \ // / M H - SE HEE 1 6 SCOTT R. LLINSZ o l ✓ d J� s\ ✓ 47 O � W , / •' \ \ �'� . ' '1 0 � xoo � �•T\ z ROPOSED SIGHT DISTANCE EASEMENTy U Lic. No. 035791 � 2 'R O < SLOT ✓ 1 9 �\ 5 \ p\ LOCKLINE(TYPJ FUTURE PUBLIC GREENWAYTO BE W / l ...... \ Q S� �\ 46 / '. d. ��o� 03/21/22�4 DEDICATED TO ALBEMARLE COUNTY / Q' \ 'Pj�sslo E�Gl AT TIME OF FINAL SUBDIVISION PLAT,l \ /�� NAL PER PROFFER #2 OF ZMA2oi8000u W W ( / z8 220\ . O PROPOSED SWM FACILITY ® / ✓' �' OpO \ 'NO PARKING' SIGNS TO BE PLACED �� PROPOSED GR-z GUARDRAIL (TYP.) 4) 1& MAINTENANCE EASEMENT/ / 9x° ✓ \ \NZXS pOS EVERY 250' ON THIS SIDE OF THE STREET Q w // �NOPARKING'SIGN �\ \ GeC/Ce</( • // d2FipOf \ \ ) PROJECT BOUNDARY (TYP. O / \ ✓ / \ ) \ ('/!y ('O PROPOSED w w �/ / 7 ry6✓✓ STREET SIGN ya / /'NO PARKING' SIGN FOR CUL-DE-SAC y Nh \U \ p ROPERTY BOUNDARY (TYP.) - e PROPOSED CG-6 CURB (TYP.) \ \ \ ✓ ✓ Y PARKING ALLOWED ON Q \ �r �y / S I / \ \ THIS SIDE OF THE STREET yo y� \ ✓ > ' = /PROPOSED WALL \ V / / / / L \ \ QC �� z T \ z9R o° o w O(MAX HT. 6') pC \S1, \ \ / / / / 0xso 6i \ \ // z f / SFT� s3 u I % / \69 F \ \ / EXISTING PRESERVED ' PROP ED o° NO PARKING' SIGN FOR CUL-DE-SAC / j/�q / \ \ \C�/ � r\ \ ' / \ \\ SLOPES (TYP.) o Ln \ STEEPSLO EXISTING ioo-YEAR FLOODPLAIN (TYP.) %I UNDERGROUND w kgR 1 \� \ \ \ // \ / / 0 ` O zO F SWM FACILITY'B' 1 \ \ \ \ j/ 1 PROPOSED STOP SIG °x �� o ~ z ® �\ \PROPOSED GARAGE✓ ✓O 0 Q h ,A w n O j a s PROPOSED CG-12 (TYP. I 18'xzo' MIN. (TYPJ x�' O I I ) �\ r / \ LOT / C 'NO PARKING' SIGN FOR CUL-DE-SAC \\ 1 rr. ��� W I - - - - \ / \\ \ PROPOSED CG-1i ENTRANCE (TYP.) / PROPOSED CG-9D ® TRANCE (TYP.) / /�Qm / 0 A ✓ �✓ " . . . . . . . \ \ � /ry W PROPOSED S CONCRETE SIDEWALK , \ •• • 9 / / �. \ � LOT 'PROPOSED 6' PLANTING STRIP • / y<•i �. , 4 PROPOSED BIKE LA E (TYP.) EXISTING PRESERVED 90✓ / / \ / ✓ / / \\ \\ 4 W STEEP SLOPES (TYP.) I PROPOSED LOT LINE (TYPJ\ / _ % ✓ /. \ / /x° / N I j /� \ LOT \\ \ / N /`\ W\ l l L L\ \ \ \ s ��/ W LOT / Jw� ss J► ! z I \ I ks. 1� \ //a/ / I \ \�PQ�\>L� / \ Q PROPOSED WALL 1 h/ / L I \\ \ \\ Q l g0 0 / J I W MAINTENANCE EASEMENT / / - 1 \ iL���� x°° �Q� Oh QJ / �(�> / / . W `/ - OPEN i� Q / J 1-4 - - \ - ° O L \1 .yoR/ �. SPACE /� / � / z M 0 50 FUTURE PUBLIC GREENWAYTO BE AT TIME OFDEDICATEDTO FINAL SUBDIVISION PLBEMARLE LAT, , �w I il� m Ile ® PROPOSED SWIM FACILITY x�o / A m - �} / PER PROFFER #z OF ZMA2oi8000ii & MAINTENANCE EASEMENT A� / -f y'� \ / M y .- _ = u \ a // PROPOSED CG-6 CURB (TYP.) -----� - - - -- ----- - - -' / / N Ln --- O - - II III _II / -- _-- III -=II / CA / NO PARKING' SIGNS TO BE PLACED EVERY j I m o m • III II IIIII_ II ., - 3x / / 2 o' ON BOTH SIDES OF THE STREET / / �� CV XISTING STREAM (TYP. I� - ill ,d O PRO OFACIL D BWM r. y f s / GRAPHIC SCALE / N • w �' � I iu r r ali p1 �? E / / Q i / ulllllllllllllllli�. ^� �. / . / Ili .• �• ' uj i e . -. ( IN FEET) J Lu �' � � � � � O I I ism. xt•° /\to�P ROPOSED 5' CONCRETE SIDEWALK. /� 0 1 inch = 30 ft. \ � � � J \ m m-P O LOT AREA CHART CSC /� ' ' w I \ ipi i /f ® pi LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LLI \� lu°Illili°lullu • ./.. f _ _ _ _ NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf _6 p•� O 1 4,743 3,072 46 4,137 3,005 91 2,860 1,906 ~ C7CJ Ilillluullu _\ \ mwm, 2 4,914 3,196 47 2,037 1,638 92 2,646 1,745 0 LLJ I u Ilu°1ui° / I -I \ PROPOSED 4' BIKE LANE (TYP.) O O J \ ' 00, MM IIII'' o I 3 5,411 3,637 48 1,952 1,554 93 1,935 1,538 \I -lii o x / 4 6,067 3,979 49 1,887 1,490 94 1,953 1,556 '~^ 0 I lllul m ue yti Q V ' - _ - - -. u� W -. - 5 6,505 4,457 50 1,842 1,446 95 1,970 1,574 = a I a°Ili°IIII / / 6 6,156 4,124 51 1,816 1,420 96 1,965 1,569 Q J I PROPOSED SWIM FACILITY - lil Ile . & MAINTENANCE EASEMENT 1 ill all-! III 1 / (0 % 7 6,153 4,141 52 2,578 1,688 97 1,947 1,566 w m md 8 53 2,375 1,529 98 2,810 1,883 m ffl -°1 -Ill- - "/ - / 9 5,430 3,593 54 1,787 1,391 99 3,781 2,697 ' I� _ PROPOSED 6' PLANTING STRIP O i / UJI 10 5,630 3,784 55 1,784 1,388 100 3,021 2,481 Y z �\ O I -II I�IIIII-A e o - / ` 11 5,062 3,314 56 1,782 1,386 101 2,992 2,452 LU H IJI \�11-11f__ -III �y X_ \` W WI i , T III \ 12 5 062 3 314 57 1 299 1473 102 3 064 2 938 - W al m�ll�l II _ - O /p,F 13 5 062 3 314 58 2 299 1473 103 4 064 2 938 14 5,062 3,314 59 / 15 5,062 3,314 60 1,782 1,386 105 3,047 2,507 \ Flu I /p � rl = e / Iv= u u 36 � /.j . - I� O16 5,156 3,390 61 1,782 1,386 106 4,064 2,938 LLI 07 IIII =" 6 / / / W W . W 17 5,249 3,468 62 1,782 1,386 107 4,044 2,921 uj _ lil z - u 11m./�V 18 4,924 3,219 63 1,782 1,386 108 3,044 2,504 O� m PROPERTY BOUNDARY (TYP.) °1 'ii j W 19 5022 3300 64 2308 1480 109 3043 2503 ulilulil /' 20 6,491 4,420 65 2,272 1,452 110 3,921 2,934 U) WWW CONNECT TO ENTRANCE PROPOSED 21 6,260 4,200 66 1,782 1,386 ill 4,755 3,054 // W W 22 6,263 4,207 67 1,782 1,386 112 4,857 3,136 Y I - WITH THE PHASE z POLO GROUNDS r � � W W W W W W W J `.J ROAD EXPANSION PLAN 0 / 23 6,318 4,249 68 1782 1386 113 4924 3,208 w 30' POLO GROUNDS ROAD / j 0 24 6,333 4,315 69 1,782 1,386 114 5,216 3,463 0 4 LANDSCAPE BUFFER (SUB-2017-117) O O /� I W W W W W 25 5,683 3,724 70 2,341 1,500 115 5,672 3,760 Q �► EASEMENT (D.B. Sin, PG. 644) n 26 6,860 4,773 71 2,461 1588 116 6,049 4,003 Co PROPOSED STOP SIG PROPOSED STREET SIGN / /C 27 5,955 4,011 72 1,780 1,383 117 5,449 3,521 ® / / \ O W W ° / WWWWW W ��� 28 7,623 5,405 73 1763 1367 118 6,437 4,382 O --=-- O 29 6,312 4,323 74 1,765 1,369 119 6,489 4,397 PC: zo+ - W _ - ----- _ __ 7.8g - o .� �� „ W �,` 30 4,477 3,296 75 1776 1379 120 5,366 3,454 Y - 31 3,630 3,090 76 1,765 1,369 121 5,059 3,352 32 3,630 3,090 77 1,769 1,372 122 5,090 3,464 0 F OO 33 4,477 3,296 78 2,471 1,598 123 5,134 3,448 Q F - - - - - - � "•` �,..� • 34 4,107 2,890 79 2,462 1,594 124 6,353 4,311 w ~ DISTANCE=S�� O 35 3,030 2,490 80 0 w 1,774 1,378 125 6,235 4,204 � � x -- ------ I �'� O 36 3,030 2,490 81 1,782 1,386 126 6,195 4,176 JOB NON --- 0 r `w 37 3,737 2,656 82 1,782 1,386 127 5,451 3,532 �_ nr rri i✓i i✓i iri SEE PHASE z POLO GROUNDS S.N PLAN� 38 3,910 2,798 83 1,782 1,386 128 4,695 2,930 182150 ° I FOR DENTRANCEODETAILS Gti1T�lS\CEa\ \ O 39 3,030 2,490 84 2,408 1,556 129 5,927 4,036 SCALE _ (SUB-2037-317) e�00, 40 3,030 2,490 85 2,649 1,728 130 6,160 4,244 \��\ 41 4,081 2,942 86 1,802 1,394 131 5,289 3,519 1 11=30' 42 4,503 3,216 87 1,818 1,414 132 5,292 3,520 - \�0,)GI 43 3,172 2,540 88 1,849 1,450 133 5,292 3,520 SHEET NO. \ 44 3,172 2,541 89 1,873 1,476 134 5,292 3,520 5 0 � 45 4418 3,149 90 1,880 1,483 135 5,292 3,520 '96' TY�— — I I _ /\ , LOT L 9T -- MATCHUNE -SEE SHEET 7 jo / i 10' REAR SETBACK�IL— , _ I I \ �, .// 1 `� l �T f? \ \ \ l %h / PROPOSED WALL w 7 LOT \ / o /,�. / / LOT / I \ �M P�/ ��o�. t c� y� OT� y / % I ' / /,�1/G� lR / / / I l I �1 \ �.. /\K o / /r \//.'l ti� / ��. (MAX. HT. =6') 7 : I - - , • ` •� � � LOT , � v I _ PROPOSED SIGHT / / Q III _, III I 1 _ \\ �1 ��// / / _� �� �// / _ /�//� _ V/ D 4' BIKE LANE (TYP.) i SCOTT/R. C7�LLINS7 Lie. No. 035791 p 03/21/22 `rvj z O V/ Z w =) o Ln O Z .a. O V) F ,A 5 z V/ w N W w w o N M z Q J L97-CY' z O M z M �--� U) N r-i > � M r-i N (n O N uml N N Q > z LU J J LU U LU 0- 0 F- O Lu � � p 2 (!) U J Q Q LL Y LU z rn UlU n ,-� LU o16 LU z tlo U) U) Y J LU U Q m U J O C) J i--i N = O w O r w a w U) JOB NO. 18282150 SCALE 1 "=30' SHEET NO. 6 FUTURE PUBLIC GREENWAY TO BE +' 'w DEDICATED TO ALBEMARLE COUNTY / G TH 0 + + + + + + + + + + w + + AT TIME OF FINAL SUBDIVISION PLAT„ / I a \ Lp PROJECT BOUNDARY (TYP.) PER PROFFER #z OF ZMA201800011 t \ .• � � ;.EXISTING PRESERVED. + w + N O` L O STEEP SLOPES (TYP.) �jjj�" � '\ o \ r SCOTT R. LLINSZ w W w . PROPOSED WALL 54 al m G \yam U Lie. No. 035791 + (MAX. HT. = 6') PROPOSED ZI Z G u ;P0 03/21/22 ry FUTURE PUBLIC GREENWAY TO BE LOT LINE (TYP.) w / / j ` \ ml n m \fir s ,Gl � �� O \ jONAL S PROPOSED WALL wu I 7-\ PROPOSED TYPE III BARRICADES & 4 MAINTENANCE EASEMENT �'I \ ND OF ROAD SIGNAGE PER VIRGINIA AT DEME OF FINAL DICATED PROFFER # SUBDIVISION OF ZMAzo 800011 PROPOSED WALL + MAX. HT. PROPOSED WALL W / 5 �� ` �\ \ - 1\ \ - - \ WORK AREA PROTECTION MANUAL PROPOSED SWM FACILITY & MAINTENANCE EASEMENT + ;w (MAX. HT. = 6').; + 41 PROPOSED WALL WALL MAINTENANCE EASEMENT1�1 PCKhYp.l, �' 1V A \ \V A\ LOT V A 54/-1 REpRSESB \\ u\ \\ \ \\\ \\�° \\ �35 \\ \ 1 0 / 6 LOT PR5OPOSED C�G-12 (TYP) 23 PROPOSED CG-ii ENTRANCE (TYP.) 14, PROPOSED WALL _ ry--i -- \ (MAX. HT. 6') PROPOSEDSTREET SIGN LOT "o,V, 33 - y6+soo ' _ 0LOT \ \\ \ \\ LOT 132 S \\ \ PROPOSED GARAGE \\\ \ 3 FRp�\ \ \ 15+5° I \- - - \ -I I I I- - I I I L \ -, MpX. C(p.l \ \ RpN 54 - 6ti o - \�o. 18xzo MIN. (TYP.) �� LOT \ \ \ z5 BpCKI� \ \l $ M\N (�PJLu -I I m \ ET \ CK, G i�y y e o m + +\ \ PROPOSED SWM / /.\ \ \ I \ 131 \ \ - 5 \ SETB? ; +oo -P� " z / _� \\ - - -- \ / / - - - - - -\ \ \ - I„ I I - -LOT I ' \ \ �PRA�E S, _ _ 15 k 'O�`'% _ _ J z _ \ 0 o a \ FACILITYA' / \ ROPOSED CG 9D ENTRANCE (TYP.) I LOT PROPOSED 6,PLANTING STRIP - M\N 1yP.l N\ R p\ o+� �� �..� z \ \\ f -I I I \ 130 \ \ \ \\ \ ' ECBPCK\ e4 z + + \ �: }� \ — — ° I ?z9- \ \\� PROPOSED WALL) // /. LO PEN \ (MAX. HT: 6') / l/ 126 l / / % . \ \ I i I _ _ - o P P + + + j ° I - - -- I PARKING ALLOWED ON \ \ �, 6, 4 14+0 �RC��L " 2 S ACE \ 7 / / - - - - s . I I I THIS SIDE OF THE STREET F 3 �V .l \/yP�l MP - 0 W W W W + + \+ + \ + + PROPOSED 5 CONCRETE SIDEWALK ✓ I I I I g` N Zo< < E(20pD PROPOSED STOP SIGN - o PROPOSED CG-6 CURB (TYP.) - s r 4 ' 13+50 pUB�\ S 1 \ 1 o - - - 3' p OS PUBS\C{tlW o n ROPOSED CG-ii ENTRANCE (TYP.)1 0 6 FIC.Fh li 54 z + 3 38 13+o0 �80 sR N i. / LOT 1 0 PLACE .� - - r\ e "PROPOSED STOP SIGN 8 I 1 RI .RI N W W W W + + + \ + +\ + i N\ p\S�� - - _ - - - Za+�6 9 PROPOSED SPEED LIMIT 6 I a ?sRa d 12+5° \ Pj W+ + I I I °g. ........... !IS ............ ........ ........ ..... .... \•` .. — ° 20—t.. . / PROPOSED WALL / ( ---- -- - a L 2G --- -- +oo-- --___ - _- o N --- - — — — I I io+oo io+5o + w ti o 11+ o o .1z -_ _ _ LOT IA \� MAINTENANCE EASEMENT I 11 00 S _ ._ °+,--�= --TANCE-z$o. _ � ..:• � , , • m \ \. •' L • PROPOSED PLANTING STRIP ED 6' W + + I + + \ + - L -I w w - - -.- - - o SIGH 85 ( \ \ 97y U ° 1 I T DIS \ \ I ) - I - - - - n . N - ROPOSED CG-zi ENTRANCE (TYP.) PROPOSED CG-zz TYP. 89 m I m. N W '` ( PROPOSED STREET SIGN m • . \. 1� N �I ry Imo.'. w O + +I + \ + 125 L SI-`--- - R -- - - LOT GHT DISTANCE=" 15 _ o I - + cq LOT + p� I \ NO PARKING' SIGN FOR CUL-DE SAC ROPOSED CG-6 CURB (TYP.) 110 96 \v-il lv m + + + \ - - - - - \ / � \ i 38, • � " ' - - NO PARKING' SIGNS TO BE PLACED 1 '_ 25 EI _ 1 { � .° F a• I D + + I+ PROPOSEDWALL I ��) \ \ ro - za :• PROPOSED STOP SIGN - I EVERY z 0' ON THIS SIDE OF THE STREET 1 1 0 W lO I I 9z� /. /PROPOSED CG 1z (TYP.) I I LOT I- I 5 �; LOT I u - p + + + (MAX. HT. - 6) \ / \ / 1 10 D w °. PROPOSED CONCRETE I =\ \ PROPOSED STREET SIGN p I 1 C I "o n _ 4 C FIB 95 wl Ih 5 z + + ) 1_pi \ / / \ \ r ¢ I I 111 } I LOT z9 FI 1 SIDEWALK LOT I a o 1O9 RIW'RI N N o J 12. \ 1 I I O 1 1 I I I M I I 54 LOT I m I 4. \ / " W \ \ �. ,a 1 = mow- - I = m= � � ,� ! - I ui Eli I i "' .& �,• Q °- m • . .:. I _ _I ,\ _ ,, N Q - � 94 _PROPOSED GARAGE , . I � z 6 PLANTING STRIP I J - p � _ - 1 / isle co I - = — ` - TYP.) I r N m g8 1z'xzo' MIN. (TYP.) II ti I I_ . J w a � - -� SIDE SETBACK (- - I °. � � I N � � � NO PARKING SIGNS TO BE M 0 I w v I 5- I LOT I _ I I N 1_ i - 1 --- y o + + PROPOSED WALL / d / / _P OPOSED 5 CONCRETE SIDEWALK V — —O u - - - $ - 1 I I m I LOT o Q LACED EVERYz5o ON - - (MAX. \ \ \ / / /�/ n l a°- - - - - - - - - - O io8T 93 w BOTH SIDES OF THE STREET � H PROPOSED DRIVEWAY (TYI g. N m L88 PROPOSED SWM FACILITY 89 o + m 112 yp1 I w \° o li M �--� &MAINTENANCE EASEMENT \ \ �T� / / 123 I IS ':I n X—' LOT m LL I C PG y1+o3.5 I y D LOT T PROPOSED I LOT I o > 2 1 m J - I I v LOT LINE (TYP.) n a a I I \ (TJ o / I I 12 N I< O I o I I 107 I + PARKING ALLOWED ON m " + EXISTING MANAGED d < i l / F I I I m I I I v Z I - M 1 - N THIS SIDE OF THE STREET- — - I p II N U) O STEEP SLOPES (TYP.) I - - I 1 I n 1- _- N W I U] " . n 88' - - O PROPOSED GARAGE �_ _ - - - I z5' E P-E/P _ - - - - - -1 I I - - - - - - - - - 98 I 5' SIDE SETBACK (TYP) - U I PROPOSED 4' BIKE LANE \ 18'xzo' MIN. (TYP.) - - - - 'NO PARKING' SIGNS TO BE PLACED - 1 N T— g' — ry \\9S� I is nL --- 9-_— _ - EVERYz5o'ONTHISSIDEOFTHESTREET 1 o Z I I N Q + + \ \ 'NO PARKING' SIGNS TO BE PLACED 1+ I I I - I I LOT J Q I I II Q Z �I EVERY 25o ON THIS SIDE OF THE STREET I j 91 I j $ \ . \ z ROPOSED CG-gD ENTRANCE (TYP.) I LOT + LV EXISTING'16o-YR FLOODPLAIN O _ (TYP.) PROPOSED- `/ aw m a I I\ I JLOTLINE(TYPJiLO 8 6 C LOT I u - +—p n LOT I J '. I .. W n Q IIE III I I J 113 I I z o 90 N Q� I ® w L� 101' J -8 - I I 0 \ \ = / 8 , / PARKING ALLOWED ON = - 1 o F}- LOT m v - 5 I II W 0- BLOCK 16 % _ J IM�I Q OO XISTING STREAM (TYP.) =i / y THIS SIDE OF THE STREET -, I a N LOT O O + + \ w \ � j o / �96 -- I v I 1o5 I r z o g I N I I I O� LOT I O vwi a 9 \ o I 0 LLJ i /.. // / j LOT / - y .:r l (� I I w Q �^ gs' — N I J FUTURE PUBLIC GREENWAY TO BE / / > r \ J 114 L I 102 - to O " L DEDICATED TO ALBEMARLE COUNTY W ` / I I 119 / / I ¢ a > " LOT I I 0 AT TIME OF FINAL SUBDIVISION PLAT, W + / I / / ) / I M� I LOT o - 88 r I ) Q / / - - I --I - I IV 2 PER PROFFER #2 OF ZMA2o1800011 1 : z " 0 10y • •' ROPOSED CG-6 CURB (TYP.) J Q l7 a .. 8g' I I; U J PROPOSED CG-913 ENTRANCE (TYP. 48R ... ! Ssz PROPOSED GARAGE I ry Q v PROPOSED I Q Y _ LOT (J O + 18'x20' MIN. (TYP) LOTLINE(TYPJ .) io1' 8LL LOT I Z�- nD " �, I II W I. 82'W O3 LYL . . 103 1 r~-i PROPOSED WALL 6 CURB (TYP) r � I �PROPOSED CG-9D ENTRANCE (TYIv Z W 1(MAX. HT. 6') ROPOSEDDRIVEWAY(TYP. V 5'SIDES� - I a m ROJECT BOUNDARY (TYP.) rl _ ET8gCK LOT - W a (TYP.) — I 85 I " 016 J L a w w 7n\ L T �\ n�ye� / \ \/ / / —1 _ I pC41 26+ Q o e z \ / _ _ I -2 y� w �\ LOT I — — — sr— l ry 1 a I_ 'NO PARKING' SIGNS TO BE PLACED 1 +.06 - - - io I . U) ROJECT BOUNDARY (TYP.) \ ~ ALL \\ \ O� // ROPOSED 5' CONCRETE SIDEWALK 5 ' - Y PROPOSED W� / / / EVERY 2 o ON THIS SIDE OF THE STREET N + I . _ - _ ry + .. MAINTENANCE EASEMENT \\ /t� �ti/ </ LOT \ \ m 99' / LOT I I J LLI U NO PARKING' SIGN FOR CUL-DE-SAC \ \\ \ + + ��, \ / / \ - 116 / / LOT - 84 M - 0 LOT i f 1 I J + \ < // �\ 117 // �I \ \ / - 1 1 1 I sr 1 I I Q m LOT 1 I — - ( J PROPOSED 6' PLANTING STRIP ii / / I / loo I 83 " 0 O J ry o + + z \ � / -' \ \ \\ / LOT l 81' PROPOSED q' BIKE LANE111 ry p OPEN W e:_ _ — — — \ \ 1o0 / 1 I o \ L " \ + + + SPACE \ �_ Sa \ \ / / PROPOSED GARAGE o LOT I Y w \� 55 / 18'x20' MIN. (TYP.) " $2 1 � I 0 F / / 1� / 101, pT. I " l 8a' I " 0 + + EXISTING PRESERVED BLOCK LINE (TYP.) / LOT I a8+ 6:7o O - w STEEP SLOPES (TYP.) I LOT ^p w + / L 99 81 m 81, 1 GR PHIC SCALE JOB NO N OPEN /\ / / " / LOT ry I 3- U s o 8215 -° 1 0 0 - 2 + � A � SPACE /M � , / -,� � .,' / 8opr. 1 _ 1� 1 I • • SCALE BLOCK 17 / / \%\...� 80' j I ( FEET ) III_301 f — / LOT I LOT 1 inc = 30 ft. 45 SHEET NO. ____------ I MATCHLINE - SEE SHEET 6 7 - BACK (TYP.) I \ /ro / / / " - / D / S� = MH-EX-i �� PROPOSED 6"xy" REDUCER s V / / L \ x I ' � `• \\ sv y/ / // / � \\ � EXISTING PRESERVED STEEP SLOPES (TYP.) PROPOSED 4" 45 BEN PROPOSED 8" PVC SANITARYSEWER \\\\\\\\ \ PROPOSED SANITARY SEWER EXISTING ioo-YEAR FLOODPLAIN (TYP.) - I I T s \ SERVICE LATERAL (TYP.) PROPOSED WALL (MAX. HEIGHT=6') / / £ PROPOSED zo' ACSA I � \ / MH-7 UTILITY EASEMENT LOT/ // .` QO PROPOSED i2"x8" TEE I PROPOSED y" DI WATERLINE (z) - iz" G.V. PROPOSED zo' ACSA `_: L / (i) - 8" G.V. UTILITY EASEMENT I / / �_ s \ \ \ / / / AN l f C i I - PROPOS DWATERy / �> v �� LOT SERVICE LATERAL (TYP.) A V V 3 Q STEEP SLOPES (TY ED i / / \\ \ \ 4 EXISTING PRESERVED �' ` P.) / / PROPOSEDTYPEA / A V / / / Q MH-38 SHALL PROVIDE FUTURE / LOW -OFF ASSEMBLY 1 CONNECTION TO BLOCK 18 / B\ \ � / ✓ / O / LOTW y. W I PROPOSED SANITARY SEWER // / / < \ / / I \ \PROPOSED zo' ACSA, / �✓ � � / / � a � / / LOT \ UTILITY EASEMENT �/ i // .. / w w I SERVICE LATERAL (TYP.) \ �/ I \ / / 3/ PROPOSED FIRE HYDRANT / ' O I / 6 \ ASSEMBLYw/iz"x6"TEE XQ MH-1A — _ -- —\ s I V--- s s —�-�s s 5 / `IW W m / a �I y W W ........ I IIE - T o H 3 y �x I CIIII 1 W W I I III III / � / _ NOTE: ALL ROOF OVERHANG PORCHES, ATION I III - - -- -- -- — — -�-, � -- < I I m=ul- • ' N S, PO S, AND FOUND S -m= eu- ", SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. 5 o PROPOSED 1z" 4BENDI _ EXISTING STREAM (TYP.) — =_ue j L" xo i • I fir, u • �� p � II IIIIII II IIIl�� / ROPOSED iz" 450 BEND / PROPOSED SWM FACILITY III W11= ••` /° . < ` / O �� 11 PROPOSED 1z" ti D I WATERLINE III / \\ FUTURE PUBLIC GREENWAY TO BE -III V DEDICATED TO ALBEMARLE COUNTY' \ AT TIME OF FINAL SUBDIVISION PLAT, d '< Illy a O / PER PROFFER #z OF ZMAzoi8000u o° O 1 I� OPENS x O SPACE • W PROPOSED iz" 22.5°BEND REMOVE BLOW -OFF & TIE-IN TO W .I iz" G.V. INSTALLED WITH THE % PHASE z POLO GROUNDS ROAD PLAN, SUB-2017-117 / NOTE: WATER/SEWERCANNOTBE ACTIVATED u ILL m uili FOR BLOCKS i6-i7 UNTIL POLO GROUNDS ROAD �� PHASE z PLANS ARE APPROVED, CONSTRUCTED, S TESTED, AND ACCEPTED. � � � A �' ✓ W W PROJECT BOUNDARY (TYP.) ag% - W _ / W o � 30' POLd� Ro N s I ROAD B F ER �0 W.WWWWWWWW..WWW O GRAPHIC SCALE W W W W W W W w - - SEE PHASE z POLO GROUNDS ROAD PLAN �� — _ _ — ( IN FEET ) -- _— FOR DESIGN OF zz" WATERLINE EXTENSION, — — — — — / �•. / O 1 inch 30 ft. SUB-2017-117— STATE ROUTE 643 POLO GROUNDS ROAD EXISTING PUBLIC ROAD o� 4' _ FIRE HYDRANT TO BE INSTALLED WITH o _ __- \ —sus PHASE z POLO GROUNDS ROAD PLAN, SUB-2017-117 FA SCOTT7R. CaLLINSZ Lic. No. 035791 .1, p 03/21/22 �1 z O J Cn..ww a w Z C) U) O z J o a H r > z w W ce F Q CD N N M L ti M M CT� N ® � M 1 N O w Cn N N w > Lu J LLJ u O U 1 Lu ul C0 Lu Lu C0 JLu ~ V 0 0 0 N Q z O m V / Lu 1C-1 G LL C;b z Lu J 06 z rl O cc __J 1J-1 Ow OF_ LL w w x JOB NO. 182150 SCALE 111=30' SHEET NO. 8 SCOTT/R. CaLLINSZ Lic. No. 035791 p 03/21/22 �1 z O J V/ u Z w O v) O z J O u H_ ^� L Z W u � `^J I W ce F L ti M M O� N ® M i N O w CY) N (N w > w J J U) W O zU ' Y w Ul cl) w LU J~ w JQ 0C)N u z Q J O 1- i r-i r-i 0 co U) a z J W C;b z W J z C6 U O m J OLU O oC W m W JOB NO. 182150 SCALE SHEET NO. 9 FUTURE w P�U�BL✓IC�GR�EENWAY�TO �BE DEDICATED TO ALBEMARLE COUNTY i \�\G AT TIME OF FINAL SUBDIVISION PLAT, G PROPERTY BOUNDARY (TYP.) PER PROFFER #z OF ZMA2oi8o0 u�o w w w w w w ww w w a mN EXISTING PRESERVED STEEP SLOPES (TYP.) �m 'YntiG r G r m O w FUTURE PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY \/r r FAT TIME OF FINAL SUBDIVISION PLAT \ A AIR -RELEASE VALVE iz" DI WATERLINE ROPERTY BOUNDARY (TYP.) w w (MAX. HEIGHT=6') j // / r LOT ! f _I I I \ \\ /� \ j' l /V ;� 101 // 3 . \_PROPOSED FIRE HYDRANT / \ / 117 I L \\� \. I 11 I I ASSEMBLYw/iz"x6"TEE f/ / PROPOSED zo' ACSA I JJJ!!! l \ I UTILITY EASEMENT j/ / PROPOSED SANITARY SEWER LOT I A ° OPEN \ j/ SERVICE LATERAL(TYP.) 3 8 PROPOSED io' PRIVATE \ / I z3 3 q o 3 SPACEUTILITY a� ��� �. UTILITY EASEMENT \ \ \ / / LOT P 100 ROPOSED 8" DIP SANITARY SEWER 1D LOT 82 �. i I I 1 1 PROPOSED zo' ACSA 1 r— D 3 UTILITY EASEMENT 11 0 EXISTING PRESERVED \ / \ �� W� V l LOT I 1 I LOT STEEP SLOPES (TYP.) i / NOTE: ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS 1 99 1 11 Ig / 3 • .. = 1 , / � _ 9 \ iI \\ PROPOSED 8" DI WATERLINE S ne / / \ SCOTT/R. CaLLINSZ Lic. No. 035791 .1, p 03/21/22 �1 z O J V/ u Z w O v) O z J O u H_ ^� L Z W u 0� `^J I W ce F ti M M Cn N ® M i N O w CA N (N w > Lu J J U) Lu u O zU ' Lu ul rn Lu Lu JLu Lu J< 0C) C) N u z Q J O 1--I I --I I —I 0 co Ln a z J Lu C;b z Lu J L) z C6 rl Ln U O cc I --I OW O W M W 1..1..1 x JOB NO. 182150 SCALE 1"=30' SHEET NO. 10 I 1 ! f \ 4 FF �93 3 �\ ` / W W W 1 �\ / \ \ \ LO \ y \ l LO PROPOSED 8" HDPE ROOF DRAIN SYSTE � / / �• / PROPOSED PUBLIC \ \ 1 xo / ,' io' PRIVATE DRAINAGE EASEMENT ko ( / / / j / 0•S / I / / / /• / W— I 1 \ uo� DRAINAGE EASEMENT 9 i 310 ^� 45: 4oa33 F 48 6 y / I N 5 ET z ENDo SC OTT R. CnLLINSZ A \ v i i t1 i 3 .67 GA �' Lic. No. 035791 � FUTURE PUBLIC GREENWAYTO BE- 03/21/22<v DEDICATED TO ALBEMARLE COUNTY 374 w 3° • \9 34 `o \ / / - ROPOSED GUARDRAIL / � 1 I f / ^� \\ 4 / P OPOSED DRAINAGE SYSTE o 404 SSIONAL ECG AT ER P OF FINAL SUBDIVISION PLAT, W / 37y6G 29/ i' �✓ \ y \\ 398 / ti^xo : NOT NO PROPOSED G AD S SHALL EXCEED 2:1 S OPE I PER PROFFER #z OF ZMAzoiBoo_oii= / ,,3372.67 BW / \ 374 TW / \ _ ° s \\\... /.. / : •_ / i �- f / /37o.67 BW PROPOSED 12"HDPE YARD DRAIN /374T w/io' PRIVATE DRAINAGE EASEMENT. W OPEN r w 368 67 BW /9xoo / $ 2 \ PROPOSED PUBLIC Q / 374 f \ ° 9 \ V OTE: SLOPES GREA ER THAN 1 SHALLBE PLANTED WITH A IVE W\� Ao e� sp DRAINAGE EASEMENT STEEP SLOPE MIX WITH ANNUAL•RYEGRASS BY ERNST CONSERVATION! PROPERTY BOUNDARY(TYP.) 368BG ,•' O z \ \ \ pF/y �. I 0 40 W — 74 98. GAR \ \ ` FQ OOO I / yh% �� f / SEEDS AT A RATE OF 6o LBS. PER ACRE OR 1 LB. PER 1 00o SF. I� 67 FFE / / 366Bw'-, 9 0�0 'G �0�0 /� \ 3 3Q8.67BSiy1T 1 / �p 0h \ 1 / / \$) PROPOSED UNDER ROUN�. I I DETENTIONSY TEM'B' � I\\ \\ \� - � \ 12B / PROPER TYBOUNDARY(TYP.p - / a s \\ /. ( LL I L 395.E PROPOSED WA(MAX. HEIGHT=6') V ui m /EXISTING PRESERVED// ` m STEEP SLOPES(TYP.) z EXISTING ioo-YEAR FLOODPLAIN (TYP.) I I I j L\\ \ s �� \ / 394.00 GAS// H / z ROPOSED DRAINAGE -SYSTEM I , \ P9 \ / / /� 364 B T \ / o oo /. // I 1 / PROPOSE (WALL 32B I \ / /! ago / xh 3 // /.f /./ ✓ ` GEO-GRID SYSTEM _.. I {.. W PROPOSED VAR. WIDTH SWIM / FACILITY & MAINTENANCE ESMT394.33 . - \' / F� I I 33 BSMT- �\ \ 384L � / \��`s \i Sao- ". / ti� �,,rQQO ,." • J / /- / / � �f l l l / / / / / / / / i ! / / / / / / / � ,. \\ �- /\z � q� / ✓383.0 I/ 374T... 1 .w\ /24/0 i / ./ j��393.67GAR 1 366 BW 392.67GAR // �I t2� \� /� 9433FF\\\/P OPOSE �RAINAGESYSTEM , /� /. .. / / / / / / / / Lu CD/ / A \/ -3 433 M \ / / / I I I / / / / / a C 39333 FFE I, EXISTING PRESERVED / 383.33 BSMT LOT STEEP SLOPES (TYP.) LO / 4.005MT PROPOSED WA 5 MAINTENANCE EASEMENT 3 iii / PROPOSED 12"HDPE YARD DRAIN SYSTEM I���T- w/io'PRIVATEDRAINAGEEASEMENT PROPOSED WALL 1/ _ GEO-GRID SYSTEM 368BG 3666W N / 3668B I I \ \ / / / I L � \\ \ \ /� �6B p 7 w ° .° . / �� 7•- j / , ✓_ ' / / / / �v CA /ia STARTOF WALLA 366' STA. 0+90 PROPOSED PUBLIC / / DRAINAGE EASEMENT YD-6 I W I I PROPOSED W FACILITY&MAINTENANCEEASEMENT \ PROPOSED VAR. WIDTH SWM " \ • I \ FACILITY & MAINTENANCE EASEMENT N O _ oo / ''�66 � l / / / / / / / � � � / W N \ \ \\ XISTING STREAM (TYP.)/:./ ✓ =' .. / f / / .. / /� l // //l /// / / // / / / /'/ / / / / / Q > Lu PROPOSED DRY JPROPOSEDSWMFOREST&/ / / / / / / / J O IN DETENTION 6d 3/ /. / % f r OPEN SPACE EASEMENT / / /\ / / > BASIN'B' tih Lu / \ / / / /ur J NOt VD , / ✓EASEMENTS TO THE EXTENT NECESSARY TO PROTECT / / / / I = I / - - -` ' / THE ROADWAY FROM FLOODING OR DAMAG I / / / / / I U ' FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY " , AT TIME OF FINAL SUBDIVISION PLAT, III PROPOSED DRAINAGE SYSTEM Y PER PROFFER #z OF ZMAzoi8000ii � 11 / / Lu OPEN PROPOSED VAR. WIDTH SWM, SPACE / FACILITY &MAINTENANCE EASEMENTLu ul 344 P ..... \ - i j . / . // / / / o NLu —34 PROJECT BOUNDARY (TYP.) o° l Lu --- J 5 — . 4 — — —3s2 30' POLO GUNDS — _ Ex-68 0 1 / / %/ / W W • W - W - W - W W W W W I I I / I I I \ \ \ \ \ \ \ \ — s —� I �� 1��..���v� III 11 v v v v ROAD BUFFE I I I I I J 4 3 1 �� a ® � � /�/ // �I. � � I I I I I I I I I I I 1 \ \ \ \ \ \ \ �\ � \\ \ \\ O 0 5 � W I II1 11\ \ N -ti W W W� G�A �I� C \SC�LE 0 10 \ \ \ \\ \ \ \ \ \ \ --ETIE-IN TO STORM STRUCTURE INSTALLED WITH t 3 PHASE z POLO GROUNDS ROAD PLAN, \ °°° 3 �/ / I I I I \ \ (�N FEET ) \ \ \ \ _ ,�.,. \ —_ — — - SEE PHASE 2 POLO GROUNDS ROAD SUB-201-11— PLAN � �J/ � 7 Z � 4 / / 1 inc h � �0 Ift. -- OR DRAINAGE IMPROVEMENTS, ��.� ` SEE PHASE 2 POLO GROUNDS`ROAD PLAN L SUB-2oi7 u7 `� \ \ OR DRAINAGE IMPROVEMENTS, —1— f \ �h�G SUB zoi7 ii7 34 kb i — SEE PHASE 2 POLO GROUNDS ROAD PLAN 3cZ s� \ \ 44� /[ FOR PROPOSED POLO GROUNDS ROAD \ \ \ \ \ \ \ \ \ \� / / C \ \ \ \ — EXPANSION & ENTRANCE DETAILS, _ Ql (( 4 a % \ �I _ SUB-2027-227 Drainage Easement Chart rt Pipe No. Size (inches) Max D1e 4p.t8h (feet) Ease me nt Width Required (feet) Easement Width P ro d de d (feet) 6A 36 12.5 30.0 30 13 30 9.3 23.0 23 33.5 34 z Q z O II r-i m V) z Lu J a 06 Q Lu z a Ln 0 J o- Q Ur � z z o I� < 06 rl O m J rJ-i 2 Ow O�/ LL w w x JOB NO. 182150 SCALE 1"=30' SHEET NO. I1 z Q z O II r-i m V) z Lu J a 06 Q Lu z a Ln 0 J o- Q Ur � z z o I� < 06 rl O m J rJ-i 2 Ow O�/ LL w w x JOB NO. 182150 SCALE 1"=30' SHEET NO. I1 / I EXISTING PRESERVED / I STEEP SLOPES (TYPJ l II XI STIN loo-YEAR FLOODPLAIN (TYP.) / / PROPOSED SW OPEN SPACE E, OPEN I o` SPACE iI � ti SCOTT/R. CaLLINSZ Lic. No. 035791 .1, p 03/21/22 �1 3"NDPE ROOF DRAIN SYSTEM w/ j _� ox�0 5,A �7Z j YD-�I � STALi6 8.5 Vl .. 'PRIVATE DRAINAGE EASEMENT re[i y 4 1, r_ o / 'N % H / PROPOSED WALL PROJECT BOUNDARY (TYP.) � MAINTENANCE EASEMENT PROPOSED SWM FOREST & FUTURE PUBLIC GREENWAY TO BE PROPOSED WALLS HT. 6') s / OPEN SPACE EASEMENT / DEDICATED TO ALBEMARLE COUNTY / ATTIME OF FINAL SUBDIVISION PLAT, /v (MAX. y y Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width ProNded (feet) 56A 24 17.0 38.0 38 57 24 12.8 29.5 30 58A 24 10.1 24.2 25 59 24 8.3 20.5 21 63 24 7.8 19.5 20 65 24 6.2 16.3 20 - FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY- I PROPOSED WALL 420 TW418.o � (MAX. HT. = 4') BG y3 AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA201800021 y16.676w -- / / OF / _- 422 TW END WALL -� 418.0 BG 416.67BW STA. 1+62 PROPOSED SWMFOREST&2 430 / / OPEN SPACE EASEMENT 422 418 BG 412/ ' y18 T BG / y16.67 BW � 418 BW -A11 II/ \ PER PROFFER #2OFZMAzol800011 �/. �.r .v .�; �, ��J...i,9,. � g � �, ./'.' �. �.I,._.,._ \, _.,. �;,. -'_.. �.�;� �,_... �, .. �, may,.- �, 414 1 m �, .. .PROPOSED WALL �, ,`�...-/ �, .\1;. /�, .I, �, ,� w --.-\J' �. ,START OF / END OF GEO-GRID SYSTEM WALL w - WALL F� d' �... w .� / 'l„9�.. �,.w/. STA. w STA. 3+ya - 8o TWw. _"'. _ 39� � .. .w39z TWw w °v .. �J'0. v. °v/. °vy . w /.w. / ww. „ \Ck 1 .38o BG - 86 BG 386 BG //...394TW �`j._ /_ �.. _ 4�9 �r.. G PROPOSEDWALL W 38a TvJ/ 3788W /f 38y BWw 3646W 88 BG f5g8 TV7 .. .p BENDOF EXISTING PRESERVED /d 41gB J WALL E / ,✓ \ ha' 1 y \ GEO-GRID.SYSTEM -� �..,..374 BG � / %390TW ,�, �,. - oo TW - 386 BW/ �; - 39z BG /-STA. + z -- STEEP SLOPES (TYP.) /T / 17.67 BW 37, BW `384 BG 394 BG 98 TW 3906 o"IW ✓j S 3 i / % �12 4zo y18 BG r.� \ LOT \ ' +.. _� - 8z BW.. 4 /� -..d,� ��... �. /�.. /� �- / pig' 418E , 39z BW - gB BGi. 394 BG� /. ? y16.6 Bw� \ \ ePROPOSEDWALL :\ /'388TW - 416.676 \1 1 SCOTT/R. 051LINSZ Lic. No. 035791 .11 p 03/21/22 �1 \ �.. �,.. - 396 BW 39z BW �, 404 TW _... �,... �,..V\� / / \ 35 / \ 38z 6G yoz 400 BG \\ MAINTENANCE EASEMENT t�4z:6j GAR; r w w _� e -.� 38o Bw 96 6G w 3ya Bw ;yoz L 1 443-33 FIFE \ \ /� 39a nV 94 6W yoo BW / \ ' / / / / \\ 134 441.00 GAR 43333 s 4�.% \ \ - 396 B 396 TW / / \\ - 9�V7 ''394 BW, o BG_ - - - \.7.....9z BG -\ ,88 BW-� -� \. �.,. \ - - \ WALL \.\ \ O LET \ \ 4?S7-gs f s •. Div,, / A \. / / .v v/ 6 T \ i sTn. 4+531 I T� _ - 13-3 3733 GAR \ \ \ 39 \% ` ( \ \ / 1 \ 4 FFE \ \ 4 y6+oo/ p J \ / BW o \ \ < \ \ ! \ LOTS a \ I m o ,3 a 127 . I /OT I I - - \ i \ / zAh \ / c��/w r w w \ w N i \ \ 132 z.67 R \ / V / 4 \ PROPOSED SWM FACILITY & ^ / I i :oo &AR I o6 - - - - - - \ -15+5q °n w I PROPOSED zo' PUBLIC u I \ \ w / PROPOSED WALLS 4 I I \ / 4 33 FFE + m m / \ MAINTENANCE EASEMENT m o m \ �4 7 LOT \ 'f w,l/ / DRAINAGE EASEMENT] w v) ^.r C, 3 (MAX. HT. = 6') FFSE - - 41 o GA� I I L I / /... z oo GAR \ \ 33- \�- ,....°' ° --.... -.� w\ \ M m b / / z \ t19 7`f I L 1 FIFE i t -131 4 7. \ 15+Oo ✓ v ��� Z / z a \ ` 3 Mq / \ ✓ y 4 41 I /LO 4z7.67 FFE �' ✓ w/` 1\. / 7zB O 0 H_ W W \ 388TW o / .' > �. \ \ I 40 .67 Sv�1T L LOT - 1 0 \ 6 B5 / ) .-. ��% e42 �. 73- / / H `n z W \ ` 8z BIG ro L 413.67 GAR \ \ oai _ - 7 7 Lu .. soBW c>�� I . FFE i \ ( n 41 9 1 \ _ 14 0. �/ / p \ 74 z � � 3 m 3 // r / / 414 33 � � \ � 12 1.00 R s ° +5ff_. .�w�i :P W v \ \v w 38o rw �� // LOT 404.33 BSIGI / \ i / 1% I 1416. GAR W l\ 374BG I 417.3 FF ti _ 116 6 o 372 BW / / 126 /" / zoo /.. �.1. ` •. \� I �._. I \.' a r 9 - _ 14+0 -. --� YD-4C 1 ' / > W - . ° Tw..._ , ' / .. / ;. .... ........ - .. - - 0 I I -.- - z / ... �3 y.> .... 7- i 4 1 1 746 rn ce N CONTIGUOUS \ W I ' Q i390 BG \ -� � -�:,- ! ,:. L - - - /0 _ .:. -�j5 ` j .v' _..-. _ / Q � 1.1 1 yW/ T .xY w WETLAND v s' v 888w / F YD-4 4 3 / W W \ / 3 / 13+p0 LOT 1 1 r '1 r ROPOSED DRAINAGE SYSTEM j W / PROPOSED WALLS \ W 72 BG / p 68A T : 3933 GA 1 h lal , I W W " W (MAX. HT. - 6) \ \ 37o BW 4 :00 GAR J ry 1z+5 �� / 6�k 9% 40.0o FF PROPOSED 1z"HDPE YARD DRAIN SYSTEM w w w v I I / - 7 \PRIVATE DRAINAGE EASEMENT 386fW �- 4 367 E 10� �, l 6 A co 1 - - 1 8o BG o .6SI�IT l 10+00 / . io+ o + o, 1z+oo f - ! w 76 __ LDT I I W - - - XX \ 8 6w 4 3 7 - ! - - 11+ 0 - . /11 50 v / o / - - �� S ROAD 67 i \ A I / �('� I 6p I / - o - pIJB IC 68 439 33 G%i 97 1 0 / I I \ \ 94 VV I '. I w' w. w_ _ w1_SPROPOSED 8 HDPE ROOF DRAIN SYSTEM w/ +:448 1 ' �� 388BG. \ w BoW 86 Bw 125 - _ k a o \-10' PRIVATE DRAINAGE EASEMENT, N' / i YI 1 / - � J I I � y �-'�. LOT I I r 3 3 1 - I I \ � 1 - ; �AT� 37zBW � I ... .. 6 -.. I 43 a33FFE � ° Ny \ 6--- 1 � ° 39 TN __ " W \ 390 BG / 6 . 5 ,! 66 - _ 1 3- 110 � y14o.00 G R� 1 1 ?r?9� r YD- z8. . 37�6 \ asaw r,�l ' ^; �. � 5 4 SoBSMT \- -1-- I 371 w I J N `\ AIL I N -- ° o.67FF - ) I 1 L.r_ I PROPOSED DRAINAGE SYSTEM / I \ 18�0 PROPOSED SWM CONSERVED \ 3aelrw � � r o r r- I I I � 1 1 «, a. _. \ 1 1 i}` a•: EN -III 38zBG �"°� - �.. -PROPOSED PUBLIC.... / I I I I I LOT �- - I I LOT ; OPEN SPACE EASEMENT I I� wAL G I 1 I � I `. J. 3aoaw r DRAINAGE EASEMENT 3 \ I a STA. 1+ _I L._.. 1 OO GAR 1.. II- _ \r✓ ; / � L -111 I I -439 1 : 4o.67G R9�_ o 1 ; I \ 6 PROPOSED PUBLIC - -LO \N 4 3 1 ;: ,. � � + _ 4 / I I 43967FFE 41 I `. 11 o` 4i:ggFF 1 . F \ 59 / i ----DRAINAGE EASEMENT I I I 1 1 7/0 \ o Tw rw LOT 4 3 I L T / 1 I I 3 3 p,. .. ° I � zo.00 GAR I I 1 - 109 _ 4zg.83 BSMT, � 1 s \ o 367BG 37o BG�.� , { 3 �24 „ PER F DRAIN SYSTEM w °-Ofi N PROPOSED8 HD 00 S S / 1 o 1 11 , I =u- \ T,AA1rw sTn roF \ �4 T I 1 L 9 I 10' PRIVATE DRAINAGE EASEMENT I BG NI Y / 4 9. 67.GAf'�; \ I ,. \736G 375 WALL '-. � / '.. n E «.. � I i I -a .. N. .-. 14. 33 1 _, 373BN i o. FFE 8% A _ = l - N I II a z.00 FF - �,37� Bw STA. o+o0 1 � 8010 I 4 33 I W ` 1 8 TM / I I I I_ / o. BSMT N L� - - - 43 7GAR �o \ I 1 I /o �+ II 1 :M:�t e \ \ a ` , I � 4 33 , i / - LOT �40 33 fFE 14 ., 3 ' B 1383BG I ROPOSED DRAINAGE SYSTEM - i 1 I .. L LOT 1 1 373 a1Bw �4 ZsoGAR I PROPOSED PUBLIC - - - YD- 108 430. oBSMt 41. ` 367 a� o \ 'START RAINAGE & SWM 64p 64C I / S%1 / - / I 1 4z:oo G R 93 3 S 6 FFE - - - =16=E s°c�s WALL I o :6� BSMT / �y ACCESS EASEMENT 7 v L it _' r s1rW ST . o+oo / 1 L T 5 71O -- _ �m 376 BG 9 / O =w= / - j LI- 378BW 389rw 12 / I : I 4333G/a LOT PROPOSED SWM FACILITY & \ XX44 ;67 FIFE �J 3 I- 58A MAINTENANCE EASEMENT \ 86 \ 9 r _liie.= 384BW y\,(,... \ I ✓- 5 V I LO LO _.o CAA / YY .V-�/OS. .397 r'N�,, _ I /...� I I 12 * 14 / I VI 1 101] I I If+ 3 _II - \ 397' W 7 I \ %o z.6 FE / - I 1 ROPOSED DRAINAGE SYSTEM LI fill,--- I _ g1 BG ..397 BG I� / I l+22:0 GAR I ,I.' I✓.. I 1.. I �.. L I _ _ 9 / / B /0 ; . �. - I �9 BW 3SBW. WALL Cr \ / � \ zz. FIFE ° m I / II II II II-_ � E DOF � -' PROPOSED SWM FACILITY & T srn :+z7: /'P OPOS� D PUBLIC MAINTENANCE EASEMENT, \ ° w J \ "5 / RAINAGE & SWM 62 - - 1 - I 3 7 I 1CL O ` 4 o4xW 8 ACCESS EASEMENT - - I - - - I I Lu O \ 1 , W Wil \ '".W ., �.�- .. ,- __ /yo BW-- £ND OFF...:-.:L ...Ln „ .,•, - .i,WALL C1 ;' I/ o '' I - I ) I ROPOSED iz" HDPE YARD DRAIN SYSTEM 7 :' LOT I I J ti .! - \ 4z ' , � / 1 z4.o0. AR I.. I w/10 PRIVATE DRAINAGE EASEMENT _. ._.. I _ 3Q_ / :. � I /o: 4433 G%� g ` y - �- o 2 O 410Tw \ I /I I L z 6 FE I I II 1 O j 45.00fF 9 I �o a424 ¢ 7 424.67.GA > \ \. './ + !.. ;' LL. II I V LOT I ... / L � I mow. o: � ! lono \ XISTING too-YR FLOODPLAIN (TYP.). 0 9 G \ 4 a w / / 408 BW LOT \ ✓ ' 1 423 I 1 m 106 4 .67 GAR j °o I Z. I I 1 39 - �n I 4z533fF� \ J 404r 41oTw P �/ plod I LOT I I I 44 .33FFE LOT \ > \ 86G 0, y16 BG �20 415 6 / \ Y ' L-I1 L I5 I .: a N. J f w 1 1 3 \ , 9 l - - } I 11 43 :5o BSf�T Q.a ) % 45 67 GA t 1PROPO�EDDRY � \ / / 3eBw ^o/ /\ yoyBW I j / � I I � � I ,L/ 3 I II •. I 0 PROPOSED8"HDPE ROOF DRAIN SYSTEMw/ I �" \ \ k / \ \ \ / ✓ OQ / IHDPT MENT O IVALI ITE DRAINAGE RAINAGE EASEMENTDTENTION LOABESI\ nlw 44T 10j oGA44 'GXITING M=ANAGEDE ROOF DRAIN SY8 STEEP SLOPES (TYP.)a r G TE DRAINAGE EASE EXISTING STREAM �/ LOT\/44+FUTURE PUBLIC GREENWAY T..-1\-..1�I•I . IIII I I 1I h33 -. Q a LOT :bo FFE o \ N l z l I /T z GA r I I 44 N f j:oo FFE 8$ I 1 tY DEDICATED TO ALBEMARLE COUNTY W "PROPOSED SWM ACCESS PATH m/ 4 I Y 4 5 7 I I 1 z .o FFE 1 7°h F I 104 43 a7 BS T I AT TIME OF FINAL SUBDIVISION PLAT, / 4 o I 4 �' 4z6 3 F E I I I I �. (I I PROPOSED T HDPE YARD DRAIN SYSTEM PER PROFFER #z OF ZMAzo38000u \ \ PROPOSED WALL / / 16 oo B Iv�T f I I I 3/0 - w/1o' PRIVATE DRAINAGE EASEMENT 1 GEO-GRIDS YSTEM I 4 S I 3% ' N - - ----_ - - LOT 1 G p oo GA I i 0 1oTW I 49i. 1 / � � �.°• .. W �\\I I 400 6 �406 BG 11� 1 I � - 440, 7FF � ff I • ° 49'.67 FF 7 �) w L . / ......... ...... w '�\ 0 398 BW 1 I�,o4 BW - IIy.' 1I -'.7` LOT' 45 W : J' v PROPOSED SWM FOREST & / II r 1 I 1Q 440 5o gsSM1T 4 p: 4 ] t'.' o° / OPEN SPACE EASEMENT 4oyTW o _ - - l I I II LOT n l- 3 7 / / / 3g86G m z I - ✓ 1 1 _ z6.67GAR / .0 3. I: 0::33GAR v.l.l. / / / \ 8 6 BW c \ \ \ e o' o Sao FE I _ I I I epl I 1.00 FFE R JECTB BOUNDARY TYP. \ 4z6.00 GAR \ 1'- / / O OU (TYP.) PROPOSED UNDERGROUND w \ /o w - � � � � 4z6.67{+I 5 .00 GA� - ) � I 3 - ". PROPOSED WALL 6') z�j \ L T (MAX. HT. - / �6- L I # 6 FF / DETENTION SYSTEM A 416.67 BSMQ\.- 4 LOT =� \\ \ \ � /� // 85 \ ✓ \ n PROPOSED 12HDPE YARD DRAIN SYSTEM LOT PROPOSED PUBLIC DRAINAGE \ 41oT 1 / / / / { w/ 1o' PRIVATE DRAINAGE EASEMENT 102 45 & SWM ACCESS EASEMENT \ °� \ yo66G \ \ 7 \ / / 04 ew PROPERTY BOUNDARY TYP. \ o8Tw \✓ \ \ / \ \ \ BSI�1T / / ¢ o / ( ) X4 B o8 6.o A \ \ \ \ \ / 4 83 / / 4 / + a: In 1 .. �,.. .... 404 G yoz BG 42 FFE......,. \� N O R T \ \ \ - o - - .. „f- 4 1.000 LOT \.,,. yo4TW \4oz BW. oo BW/ . 1. a \-7_ �.\.\ / r .. 1 \ BSMT 4z7,67 F \ LOT 451; 7GA 1.6 FF 8 38BIGBW 9 �`'70 iyo6 TW,/ 0 4z4. ,(/4` 16 „�, _/� / /I a 1101 1.452I33 FFH' / /- ._,. .3.._,. �,.------., 45 7 4 '.I ,... .... ..31. / yl.. •< ,�... .... 396 11 400 BG / / / / I,. 06 Mr...f - - 39s a 9l G 398 BW \ \ 117 \ 4zo \rFz6. /' 44 5 l I b 51.33 \ / \ TT � ., z.33 FF 3 8 . . PROPOSED WALL \ w �40o TW \ � yo8 BG \ � / // 1 / / � 1 PROPOSEDI8"HDPE ROOF DRAIN SYSTEM w/ 0 OPEN _. 398BG \ /i / L T- 45 7GA w1 0 (MAX. HT. =6'D - �06.676 \ i / 00 4 33 F ry / � / 16/ 5p.67 GA 10' PRIVATE DRAINAGE EASEMENT to b SPACE ­�96 6w _ \ \ ✓i YD_5D 1� _ S I l o l o°O 49z33 FF L ..START OF -�'S.... I I } ..+. LC'IT ,� / Z / WALL Cz - - 3987W 1 / O 8z 4.5. 398 6G w F+ 5 nRTOF / �' PROPOSED 8" HDPE ROOF DRAIN SYSTEM w/ " } ° _ Q H y EXISTING PRESERVED sT +o0 346.67 ew WALL c1 / io' PRIVATE DRAINAGE EASEMENT 1 L f I /.. Y , 11 51.67GA STEEP SLOPES (TYP.) 06 Tw STA. o+oo 400 BG 408 Tw / // LOT �r o GAR 3 z.33 FF a 98.6 BW yob TW :. 408 BG IxBi '. 99 .67 FFE/ / o ': / /... LOT YD-1L - /. .. 41z TW 406.67 BW L 44 .B3 BS T 16 1 is $1 ppAA / 402 BIG yo6 BG _ oo.67BW r404.67BW....41oTW / / ._' ° 3:. GRAPHIC SCALE �� .3 Ib / 45� 67 GA 1 � PROPOSED WALL408 BG \ / �4ioTW o6.67ew PEN G ( / / 2.33FF LOB ,' y 3 =s 30 eo / / / / 7 80 z66 MAINTENANCE EASEMENT 04 BG �-�-W`' 'Yr � L1 � 3 � • 36 - j 402.676w SPACE / � S { NOTE: NO PROPOSED GRADES SHALL EXCEED 2:1 SLO E. -_ / / / / �rsJ, \ 1 �4 5z.00 GA (tN FE T) / / T 1.67 FF LOT l l lynch =0 ft. / NOTE: SLOPES GREATER THAN 3:1 SHALL BE P AN ED WITH NATIVE - STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATIO f _ - \ ® 5 3 . l l� 79 1 1 442 WED SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,000 SF. \ - / fYP.) MATCHLINE -SEE SHEET 12 / D.DOG F Q CD N N M L9 CA ti M M C>7 N M LL N O 0') N N > LU J J u) Lu U Lu ul 0 LU Lu 0 E JQ O 0 O N Q 'O Iv ,1 m V / z IC� IG-I z Lu 0- LU 00 Q Lu z Ln 0 J o- Q U � z z o I --I T--I ill T--I O cc F� 2 Ow 0�F / LL w w x JOB NO. 182150 SCALE 1"=30' SHEET NO. 13 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCRON INSPECTION OF ALL PROPOSED ROADS WI7HIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLE77ON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY 774E DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WI7HIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMAIF.. EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 771YE OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT S£CT70N DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12. WOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPEC7ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA77ONS, 774E ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATI0N SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA775FAC77ON OF THE ENGINEER. J. ALL GROWTH OF 7REES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECT70NS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONS7RUCRON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2 STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGA7E BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLET70N OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS 7HE PUGMILL REQUIREMENT WILL APPLY. 5 THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACT70N BEFORE SURFACE 77?EATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTAT70N MAY BE LOCATED WITHIN THE S77REETS RIGHT OF WAY. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 7. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Pavement Design Fj RF= 1.0 T IP G ERATI 1'=200 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp o ADT �� Halsey Avenue 2665 2 2685 4 4 18.19 SM-9.5 1.5 2.25 BM-25 5 2.25 n 6 0.6 18.23 Sablewood Drive 227 2 247 4 4 9.89 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 Laconia Lane 640 2 660 4 4 13.31 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 == ° Marcella Street - \ 236 2 256 4 4 10.02 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 Marcella Court 1113 12 133 4 14 17.74 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 994 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. e II / e 0 0 CIL GRADE) 1/4ii a (POINTOFFINISHED ll4".l /4':z' 1/4..:1. 5 6' I z.4 zz' (CONCRETE PLANnry (BIKE TRAVE SIDEWALK) STRIP) CURB& IANE) LANE) GUTTETE R) 61' lz' LANE) 2.5 �(< CURB& GUTTER( R/W-RIW TYPICAL STREET SECTION - 61 ' PUBLIC ROAIJ RIX (HALSEY AVZ-1VUL) 30 MPH DESIGN SPEED (NOT TO SCALD 6' STRIP) NOTE: NO PARKING ALONG ROADWAY o ° POLO G_ UjypS - CIL 1I4n.i (POINT OF FINISHED GRADE) 1/ 1' 4: J' ON -STREET PARKING) NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS.'NO 6 �5 ==s �� �5 6 6 PLANTN lCG G RAVEL STRIP) LANE) RAVEL LANE)E) (URB pLpNTIN CDNCRET STRIP) SIDEWALp ' ' PARKING SIGNS SHALL BE PLACED EVERY i5o GUTTER) GUTTER) z9' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS F/C-F/C SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5-7• 61' R/W-RIW TYPICAL STREET SECTION - 54 ' PUBLIC ROAIJ RIX (SABLEIY00D-DRITlL; LACO1VIA LANE; ffARCELLA STREET, & MARCELLA COURT) ,25 MPH DESIGN SPEED (NOT TO SCALE) 4" TOP OF CURB STANDARD CG-6 CURB & GUTTER NO SCALE 7„ SM-9.5A SURFACE COURSE BN INTERMEDIATE COl COMPACTED AG( BASE COURSE, VD VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE u" (TYP.) SEE PAVEMENTCHART FOR DEPTH OF EACH PAVEMENT COURSE /i/7 (5' MIN.) 4" CONC. 3000 psi MIN.-\ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE iCOTTTR. CD'LLINS'Z H-I Lic. No. 0357911n >, 03/21/22 `tv41 z O � f N U) U w � 0 to o V) z P` W w CD / CD GENERATION C A LC ATIONS N M RIP GENERATION BASED ON ITE TRIP GENERATION IANUAL (ioTH EDITION) ' SINGLE FAMILY DETACHED UNITS (CODE 210) 3 SINGLE FAMILY ATTACHED UNITS (CODE 230) 3 TOWNHOUSE UNITS (CODE 230) DT: 11103 VPD (552 ENTER/ 551 EXIT)0 O M PEAK: 77 VPH (ig ENTER/ 58 EXIT) I� CY) M PEAK: 99 VPH (62 ENTER/37 EXIT) I co BEVELED UNITS �­1,10.GM MTEND GE09YMHETIC RE W FORCEM ENT TO WRRW E INCHES OF THE LOWER BLOCK FACE lG"MINIM Anchor -Di do x INFORCEMENT CONNECTION WX 'NOT TO SCALE) ....�,.n..�� I �w I IHET -� *, REINFORCEMENTLENOPE- / FWISHED ) GRADE I GEOSYNTHECC RENFORCEAENT IyV 1 1z ` 6- MWBAUM COMPACTED GRAMILAR LEVELWO PAD W WNTHOFOVERS6WG R=DEPTHOFEKCAVANON L-LENGTROFGPOSYN RETICREWFORCEMENT .-U-1311InV AnchorTM Diamond X LI EXCAVATION OVERSIZING WX (SCALE: BB" AT G Anchor*AI Diamond® X TYPICAL BASE PREPARATION WX 'NOTTOSCALE) •'"•'�`w.u„"�""` 1 N co 1 N O w m N N W> W � J J L > U) W Ul 0 C) w 1 W Ul U) LU V U) JW JQ 0C) C) N U z Q z O I� 1--1 0 m ZD 1C-1 G �I LU Elf r-1 06 LU W Q V) O- J un Q W 1--1 O �1 016 1 rl go U O m J I -I O 13� t_U J e m w In JOB NO. 182150 SCALE AS SHOWN SHEET N0. 14