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HomeMy WebLinkAboutSUB202200058 Plat - Submittal (First) 2022-03-22GENERAL NOTES OWNERS: TMPoy600-o0-0o-o18Az CROCKETT CORPORATION BROOKHILL BLOCKS 16 & 17 CIO HAUGH & HELVIN 435 PARK ST 455 SEC NDS TREE, 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 zzgoz TAX MAP: D4600-00-Do-oi8A2 D.B.558o, PG. 415 INST. #:zoz100012953 24.98 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o2800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY i7, zoi9) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA2oi5c0007 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, 2o3.6 BY BOS WITH CONDITIONS. TOTAL AREA: TMP 46-18A2 - 24.98 AC. BLOCKIS -13.04 AC BLOCK 3.7 - 11.94 AC PROPOSED USE: THIS SITE PLAN AND PRELIMINARY SUBDIVISION PLAT: 81 SFA UNITS (28 SFA - VILLA UNITS & 53 SFA-TOWNHOUSE UNITS) TOTAL UNITS IN BLOCK 16 & 17: 134 TOTAL DWELLING UNITS (53 SINGLE-FAMILY DETACHED UNITS, 28 SINGLE-FAMILY ATTACHED VILLA UNITS, & 53 TOWNHOUSE UNITS) ALLOWABLE DENSITY: BLOCK 3.5: ig UNITS (MIN.) TO 58 UNITS (MAX.) BLOCK 37: 31 UNITS (MIN.) TO 94 UNITS (MAX.) PROPOSED DENSITY: BLOCK 16: 57 UNITS BLOCK 37: 77 UNITS REQUIRED SPACE: B16l B171 1 CIVIC ARK 1 GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o 1 1.8ACRE5 I a. ACRES I o.o ACRES jaACRES 0 1 3.3ACRES I 3.8ACRES I o.z ACRES 7.3ACRES OPEN SPACE PROVIDED: B16 B17 TOTAL BLOCK 16 & i7GREEN SPACE REQUIRED: 10.4 ACRES CIVICIPARK lGREENWAYIOPENSPACEI BUFFERS ITOTALGREEN SPACE o 1 i. ACRES I 2.1ACRES I 1.i ACRES I 4.6ACRE5 0 1 o. ACRES I S.oACRES I o.l ACRES I 6.o ACRES TOTAL BLOCK 16 & 17 GREEN SPACE PROVIDED: io.6 ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES 14o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK STOBLOCK 1g FRONT SETBACK: B' 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: 18' 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 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, zoi5 AND UPDATED BY ROUDABUSH, GALE, & ASSOCIATES IN SEPTEMBER 2021. FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER OF 2021. DATUM: NAVD 1988 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 (1) PHASE OR ATOTAL OF (2) SEPARATE PHASES, RECREATION: TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: PARKING REQUIRED: TWO (z) OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT ONE (1) ON -STREET PARKING SPACE PER EVERY 4 TOWNHOUSE UNITS = 81 ATTACHED UNITS / 4 = 20.25 SPACES REQUIRED PARKING PROVIDED: TWO (z) OFF-STREET PARKING SPACES PROVIDED FOR EACH DWELLING UNIT TWENTY ONE (zl) ON -STREET PARKING SPACES PROVIDED ALONG ROADWAYS BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.3. 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 4, zoo5. 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: lo.6o ACRES (35.34%) LOTS: 12-93 ACRES (43.11%) ROW DEDICATION: 7.61 ACRES (25.38%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALKS: 245,7255f BUILDINGS, WALKWAYS & PATIOS I DECKS: 176,690 sf DRIVEWAYS: 45,600 sf TOTAL IMPERVIOUS AREAS: 468,o15sf (10-74ac.) 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. SEESHEETvI. TOTAL PROPOSED UNITS:135 TOTAL PROPOSED AFFORDABLE UNITS: zD 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. 1. HALSEY AVENUE WILL BE DESIGNED TO THE "FIGURE 9: CONNECTOR ROAD - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OFTHE ZMA202500007 CODE OF DEVELOPMENT. z. 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 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT. / / / / / - / / / ! / / r' / I ROJECT BOUNDARY • ' I OPEN ���, • •`.` FUTURE ROAD EXTENSION / SPACE \ (UNDER DIFFERENT SET OF PLANS) y . LOT LOTLOT ==a ;. / SOT `. •/ LOT r • ` r LOT r O 131 LOT LOT \ r •✓ V ' \ % '.` ••✓ \ gal r LOT ``��� r �33 / LOT ' I -34 BLOCK 16 =s r 7 \ LOT J� LOT _ E( =oT v \ OPEN ='9P� LOT SPACE r - LOT /, vOiO � /� L O3 LOT 96 �� LOT OPEN -/, j -•� SPACE *OS 41" LOT I LOT V / lOT LOT19 LOT LO- oT •.'� /(/ \ \ LOT / BJ / ' / / \ e OPEN •�// LOT\ _ /' / ••! 's LOT 6 4 / \ / LOT / r _-� J •�•� - LOT\ _; BLOCK 17 1 / •' /� 4 r \ \ \\ LOT 4 LOT \;' / \\ oT /. P LOT LET 8= 1,� I =E LOT r3 � / .•"I LOT L � / ,� `\ \\ ` LOT 33 \\\ �•N� T/]6 /' co Js LOT . ✓ / Lour % OPEN SPACE \ `/,• r Lor ro j • I r � T 6 ;. LOT T P�CNUC 3 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I I I 1 1 r \ \ r \ - L46 41 4 \ - - _- _- / / LOT / L LOT r 1 LOT \ i 6 ` \ 4 \ LOT LOT ` / - i ' T30' NATURAL BUFFER ALONG \ PROPERTY's PERIMETER BOUNDARY / SHEET LAYOUT SCALE: 1" = 100' 1 1 1 1 1 i I I I 1 I 1 I II ----------------------- VICINITY MAP: SCALE: 1" = 20 5 Sheet List Table Sheet Number Sheet Title i COVER 1A 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 to UTILITY PLAN 11 GRADING & DRAINAGE PLAN lz GRADING & DRAINAGE PLAN z3 GRADING &DRAINAGE PLAN 14 NOTES & DETAILS 16 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 PROPOSED ASPHALT PAVEMENT - _ - EXISTING VEGETATIVE/LANDSCAPE BUFFER - - - - - - - - - - - GREENWAY BUFFER - - - - - - - - - PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN 61 PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING ----------- ZOO ----------- EXIS77NG CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 Tw 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES 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 00 OO 0 0 100 )R. FLOODPLAIN Lic. No. 035791 ;, 03/21/22 AJ Q Cy' z � O Z 01) H� M U) OD N M Q ' M N in CD Cn N N Q w 1 z LU J J J_ LU LU 0-6 O LU LU I-1 = J O U � I� LU z �I N H T-I z LU 06 LU ko cf) T� JLU U O J< O c:) N = U O w O F- w 0 w OD' co _ D U) 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): 04600-00-00-018A0, 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, 04600-00-00-019133, and 04600-00-00-019B4; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to 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 04600-00-00-0I8DO. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookbill"(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 "Brookli ll Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations 41 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the sane definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle CountyZoning 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 Pure g P P tY facilities and infrastructure i.e. schools public safe libraries arks and transportation. For the P safety, , P P 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 for 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 Y r'h' seven and 57/100 Dollar, 5 447.57 other than a constructed For -Sale Affordable Housing Unit ( ), g 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 to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housingobjective through a variety of housing es including but not limited to for sale units rental units J � tY g ty'P 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 of households with incomes less than eighty percent 80,0 of the area median income may qualify, g tyP ( ) Y 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. This notice shall not be given more than nine 90 days nor g ninety ) 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 dune the one hundred twee 120 day period, the Owner shall have theright q P e twenty ) 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 permit ("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 confines 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 (50`s) 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 Berkmar 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 and maintenance agreement that is acceptable to the County prior to approval of road plans for >� P ty P PIx Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the 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 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3/0 . Y P P ( ) For purpose of this Proffer 4B, 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 P eq g 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 fast (the "Affordable Term"). .. Conveyance of Interest. All deeds conveying an interest m the For -Rent Affordable () Y N 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 Term, 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 Term, 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 (1000th) 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 Management. 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 P g 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 ("MSI" ). 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 J , J of the roffered Cash Contribution due for the immediately preceding year based on the formula contained p YP gY 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 collectivel 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 the 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 tY 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 (1 at) 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 gr 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 co Z w o m OzJ O Q L r > z w N W ce w o 0 N M r M Z M N ® M t N O WN N W > LJJ ZJ J_ C/) LJJ 0 1 Of U Wt Y LU U) Ln LU ZLU � a� (n LU W JQ 0 O O N U z O t'—^t t--t D a Cz G 1-1 J LU 0 V..[ LU 1--1 LL LL J 0 Q IY 016 z 1--1 1 rl U O m LU J I--t O O�/~ w a U) JOB NO. Ffift"tJ SCALE N/A SHEET NO. IA -1F,= y PHASE II INTERSECTION IMPROVEMENTS H 19 _ ImrrtuvtmtNU- A 3 1 f _ PHASE II ROADWAY IMIROVEMENTS PHASE i INTERSECTION IMPROVEMENTS ♦ �A O IMPROVEMEMENTS , 4 OA PHASE ROADWAY IMPROVEMENTS e e V PHASE IV INTERSECTION IMPROVEMENTS �, POIDGRgMt6 ROAD / _ 2 98� PHASE I INTERSECTION PHASEIVR ADWAY / / I BROOKHILLTRAFFIC PHASING PLAN ASyh0, \ y., 0 . e 1 PROPOSED PEDESTRIAN CROSS -WALK _ FXISTNGTREE AREA ,+ -A TRAILWAY CD CTIOS/,TO -- CONCPETE WAL 0- ' L1 ram} �._ PRO Ca`q4E �/ 1 PATH IAYCO.NIBE 7 / _� / PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONx • CONSTRURU)NEWWESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH! TJS' OF STORAGE • EXTEN D WESTBOUND RIGHT -TURN LANE ON POLD GROUNDS ROAD FROM So' OF STORAGETO zoo' OF STORAGE • CONVERT RIO MILLS ROAD TO A ATI RIGHT IN/RIGHT-OUT OPERATION. INTERSECnON2 • CONSTRUCTASOUTHBOUND ROADWAY PRO VIDING LEFT -TURN AND(,)RWHT -TURN .ANE. • LO-MUUCTANEONPOUND GROUNDS LANE ON POLO GROUNDS ROAD WRHxSo FEETOF STORAGE NTERSE T C ONB • ROADWAY EARANCET/ RIGHTED, ROADWAY TA NORTHBO ROUTERS • TURNLURAN S2 NORTHBOUND RIGH TURN LANEON US xB WITH xoo' OF STORAGE. ROADWAY TO PROVIDE (O LEFT TURN LANE 4(x) RIGHT -TURN LANE RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBOUND LEFT -TURN LANE ON ASHWOOD BOULEVARD WITH coo' OF STORAGE. RMRIPE EASTBOUND ASHWOOD BOULEVARD APPROACIi TO PROWD o) RIGHT -TURN LANE SEIVINTERSECTION tOVEMENTS :RSECTION S CONSTRURSOUTHBOUND ROADWAY TO PROVIDE(,) LEFT - TURN LANE AND (s) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WITH and OF STORAGE WITNESS the following signature: OWNERS of� Tax Map Parcel 04600-00--00-018AO: By: e/Ltl /4 CHARLES R. HA GH By. ANNN OGLE—I19UG Date: 7 g' / zz.0 / 9 OWNERS of Tax Map Parcel 04600-00-00-01800: CHARLES R. 17USTEE UST By: DOUGLAS B.O M BY, TRUSTEE Date: S- 13-/`j 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 04� Ann O. Haugh, Its President Date: W-Vy 8, 2,019 Page 9 of 10 NOTE POLOGROUNDS ROADWAY AND LANECONNGURATI FINAL IESIGNISEXHIBfflSFOelUUSTPATIVEMRPOSESOI AMD LANE CONFIGURATIONS OF POLO ROU ROADWAY IMPROVEMENTSWILL BEIN ACCORDANCEWITH APPROVED TRAFFIC IMPACTANALYSIS AND FINAL APPROVI CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENT - PROPOSED SALAMANDER V \\\ - CROSSING(3 TOTAL) \ \ \ 2'INVERTED RETAINING � — WALL D CILVERi HEATS WALL SYSTEM \ \ SALAMANDER TUNNEL d AS r. THI IS E BOAC FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT O o � 6 V J O 0 a� PROPOSED 6D• ACRE HIGHSCHOOL rl-, SITE ➢ _' �' e TMP46-M HORNELAND YO ,� CORPORATION QO � ,tct tt. y � Q' TMP46-01) CRAFTON I CORPORATION I: PROPOSED 7 ELEMENTARY ACRE SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018130: HORNE LAND CORPORATION, a Virginia corporation By: C.J- 7"7 /-/1lLA..,d . ,& Am 0. Haugh, Its President Date: 0" �s'f' 7. 'i.01 9 OWNER of Tax Map Parcel 04600.00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: C?_4, C. " Rzos.,G�L— Ann 0. Haugh, Its Presidents%- ---- Date: Plky 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 O4600-00-01-OISAO, 04600-00-00-01800, 04600.00.00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS,the application to amend the roffers 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 1, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019133, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, 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 Connection onlyif VDOT does not do so to reduce the value of the credit for in -kind contributions that are available • to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Court Board of Supervisors waived the Planning , County P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-4 1. , Pp 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 8. g § 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. •R! 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, 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. per, Clerk, Board of County Supollsms 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: BROOKKT$„L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ta— By: An cGinty, Its President Date: BROOKHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc. Manager By: Alm R. Taylor, is President Date: Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County oMillsRoad to the newincluded a connection from Rio Mill h Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; n p y p t, and WHEREAS, Albemarle County approved 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 I 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 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. 1 Clerk, Board of Counto4pervisors Aye Nay 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 f 0 VJ r M Z N C) It N C:) N N W> LU ZJ _ Vl LU H 0 01-0 Z� LU W' Y Ul C/) LU ZLU � VJ JUj JQ O ® O N I ! ! .' �hi� N 0 �I �1 M� W V / I..L LU a z LL oZS (n LU LU I� LL cn LL_ Q �1 z 1 T__1 06 9.0 Y 0 co �1 0 W J 0 H w a In JOB NO. 182150 SCALE N/A SHEET NO. 1B ,TH pF� SCOTT R. LLINSZ O c u1 U Lle. No. 035791 / n I HlvOO r � BOULEVARD CONNECTION I � � SAND CODE OF DEVELOPMENT? - •^ TH J J v 3 PROPOSEDTRAILHEADACCESSAREAT Dg Rb BUOFF RSSEEPROFFFER � / �� Py f ORN Z Z — Po 03/21/22 4 G1� SIONAL W z E� PROVIDE PARKING, AN INFORMATION KIOSK, OR MORE INFORMATION ON REQUIRED BUFFER \ AND A PEDESTRIAN ROAD CROSSING TO /, O CO uj g �zyY f c C J 90 ASFfyyOpp _ ' / \u ACCESS THE MULTI -USE RAILWA W ¢ w a , G _ q W o _ % J `lu ;\ LAKES �\ _ NEIGHBORHOOD J < Z C I SITE ' W� E SW s IMPROVEMENT BS`i 1' O •4 SWM FACILITY #3 COUNTY OF ' cS .i 3o'MIN.NATURALBUFFER ) EMARLE / cJ u ) ROPOSED PRIMITIVE TRAIL WITH - - J R70M7 RO Z(g q0 'n uI ° Z " � .4 U Z W CONNECTION TO FOREST LAKES lb 1' PROPOSED B II ALBEMARLE COUNTY \ RESERVED STEEP SLOPE IO SROAp J a Z_ 0PRI a a k jj / I' BLOCK v, ' v R OI O Z N m TRAILWIAY III, (TYP.) o 2000' N V ° z o \ -r--• TRAILS (TYP.) 1 Q VICINITY MAP: SCALE: 1" = C GENERAL NOTES \ DEVELOPMENT J I1 / ,- B ANCOURT Z i AREA (TYP.) of Z'^ o ¢ z " '*•.>.. OWNERS: TMP 04600 oo-oo oi8oa TMP o4600-00-0o-018Ao < > Lu k .;; O ,- tn'\ _ �^- HAUGH, CHARLES R. & HAUGH, CHARLES R. I E.J.OGLESBY JR TRUSTEES ELIZABETH ANN OGLESBY H. z Sj E 435 PARK ST 2575 SEMINOLE TRAIL > / / D T.M. 46 -188 %% CONN _ _ .r ' � CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22901 E W HORNE LAND CORPORATION _ �.., j '� OPEN \ a T MP o4600-oo-00-0190o r ----- ,- SPACE l ) ,% (TYP.) - � O N CROCK ETT CORPORATION 10 HAUGH & HELVIN 435 PARK ST z O m Ice CHARLOTTESVILLE, VA 21901 C9 C9 a PROPOSED CIVIC SPACE- _ �c'P \ -� ' BLOCK 12 j '' EASTERN POCKET PARK - 1 Q DEVELOPER: RIVERBEND DEVELOPMENT, INC. z z z z E BLOCK 10 - .°i ( •, F BLOCK 1!} - (LOCATION TO BE DETERMINED O ❑ EXISTING ioo-YEAR ') , =<'i WITH FINAL DEVELOPMENT PLAN) - 4555ECOND STREET SE, SUITE Goo CHARLOTTESVILLE, VA 22903 O N w w w O N w s w O U z _ FEMA FLOODPLAIN (TYP J - F_ � z - PROPOSED VEHICULAR it \� INTERCONNECTION ACCESS ENGINEER: COLLINS ENGINEERING aoo GARRETT ST, SUITE K Ui Z z J z O O a __". BLOCK 9 ` PROS RIMITIVEt. �. TO THE MONTGOMERY CHARLOTTESVILLE, VA 11 oz 9 o f g m o N - o' MIN. NATURAL BUFFER \ TRAI WAY - ♦ m a z z z a w ry C. j ; RIDGE NEIGHBORHOOD o ROUTE zg �\ \ IMPROVEMENT \ '.- o j /i i /� TAX MAP & ZONING: o4600-00-oo-oi800 o4600-00-0o-o18Ao o4600-00-oo-oigoo D.B. 733, PG. 690 D.B. 1333, PG. 45o D.B. 731, PG. 6go I --I u w S f m z F 0 \ \ .; _ ,, Z;`. ♦ ,. -. OPEN �% .. PATHWAY �', ROPOSED CIVIC SPACE j� - +. / - }' P CE/ ALBEMARLE COUNTY liuj jj (TYp') MANAGED STEEP SLOPE Ai. R-1 RESIDENTIAL Ra RESIDENTIAL ZONE: R-i RESIDENTIAL P•ti w o w ¢ aj O U O U w g O tv M `� / BLOCK 11 GREENWAY' �``° "•e (TYP.) (2V TOTAL PROJECT AREA o4600-00-00-01800 4z55AC a z s z ROUTEz (TYP-) j 9 ) ` °•,., �'' ' .� D \ O O j"f� IMPROVEMENT li "' "'' =-��" °e "�+ ���a, P S '' _ o4600-oo-oo-oi8Ao 27.29 AC. 600-oo-oo-o1 - zo g a g c z . - G �/. \ SWM FACILITY #z , li � - ° +�� GREENWAY BLOCK 18 e. GER J � � -'_♦ � •• a, I / ° � - � > GREENWAY..: ;: d" •, � o oo .66AC. 4 9 7 x o AC. TOTAL n�5 O w O w O � � _ (TYP.) ,. «: UPLAND '. ♦ j ..,p ° 6 °.°° �`♦ ". / PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT ¢ PROPOSED 5o' BUFFER, j1`. PARK •., \ j /�l ! / z_ /�'N AROUND VDOT STORMWATER- - ♦ EXISTING ARCHAIC WOODLAND ,:.� °.o• ♦ j fig- DEVELOPMENT !, <;. - MANAGEMENT POND CAMPSITE AREA TO BE PRESERVED AREA P. ' (TY ) '' _\ O �, TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY ao15. z z g L9 z ,� a \ a 7- ,: - , BLOCK I6 �� BOUNDARY EYING INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, xo15. IQ I \ / �I - " .` '� - �� EXISTIN / I G / - - DATUM: NAVD 1988 C7 H _ -�y ti \ ioo-YEAR Z in AMBUFFE •""' a dbo.. ... s ,\ n FLOODPLAIN (TYP.) UTILITIES: COUNTY WATER AND SEWER CNI BLOCK Q ' ' FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD In In C m w �n M Q /- PROPOSED RIGHT IN -RIGHT OUT 0+00 ¢ 4 z �� _ BLOCK \ .� L1 DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s w / \, ---_ / INTERSECTION IMPROVEMENTS. w�'} ` F' Q L"��'7 "' "- \ SEE BROOKHILLTIAREPORT Z) J TRAFFIC CI OUT MAY ALBEMARLECOUNTY '. ►� �J PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢Q o 0 0 0 0 1 m .,. FOR FURTHER DETAILS: 0 MAIN STREET BE CONSTRUCTED AT THE f MONTGOMERY RIDGE PRESERVED STEEP SLOPE BLOCK �. 3 BOULEVARD ENTRANCE INTERSECTION STREET 5 r`'�� NOTES: (V C wt OF MAIN AND (TYP.) NEIGHBORHOOD O k 1 I THE NORTH/SOUTH CONNECTOR ROAD B LOCK -AI / 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. Z OPEN f 1 '�. < < i. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE (V �. SPACE) t i DETERMINED WITH THE SITE PLAN PROCESS. LL OPEN lye `/ f r L (TMPv) y. , SPACE ' .%/ Y/ �/ �4 •$�/ 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 04 a ` I ;? (TYP.) s -. ' ;, �' BLOCK ' I ♦' O 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE Z 1 I EXISTING ioo-YEAR PROPOSED ,'• ���/// OR FOREST LAKES. L1 , w • I FLOODPLAIN (TYP.) �' RIMITIVE ,,!' ti� �y ' t'- ty 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI T.M. 46 - i8D TRAILWAY V CRAFTON CORPORATION �OPQ i + :-: (\, O� /� BLOCK ° `°3 DEVELOPMENTAREA `r O C�� D THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THEFLOODPLAIN. J J BOUNDARY (TYPJ f (L\Q D 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN LLJ \ LLI PROPOSED NEIGHBORHOOD CENTER i •• . r '- I IMITS OF PROPOSED REZONING ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FORTHE L � J (LOCATION TO BE DETERMINED e a ;. P WITH FINAL DEVELOPMENT PLAN.) 1 _ ^� e BLOCK 17 ^ m PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLANuj ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY (�-] _ _ _ _ _ _, _ _ _ _ _ _ 1� - _ r �• o ' // /` ' 7. DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP I.y �- �6 aCJ Q J_ • s 1 �/ l y/ PROPOSED ioo' BUFFER ALONG RT. zg '-I ` - �•, `--./ INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. Z Z F- O w w i •� NATURAL LANDSCAPE BUFFER - BLOCK 4 v t ACRE HISTORIC I `` <� �� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN LL'1 (,/) J 7o' / BROOKHILL PARCEL BLOCK_j BLOCKS °° �' �7- J' ', �,' J �ti-'"� a & 30' LANDSCAPE BUFFER �t ���/// ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C =, 1--1 ALBEMARLE COUNTY ' /S ( ' AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. ' /� v' ANAGED STEEP SLOPE F v / NOTE: A PROPOSED MULTI -USE PATH APPROXIMATE LOCATION OFf; ;: ' (T,P) GREENWAY MARKER FOR THE 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER Q J J J HISTORIC _ W IS PROPOSED BY VDOT ALONG THE ' - - 1 i BROOKHILLPROPERTY+ ',�) \ °°.° (TYP.) + 1 ROUTE zg FRONTAGE OF THIS , ( - .,\, • \i' MANAGEMENT AND EROSION CONTROL MEASURES AS NECESSARY FOR THE DEVELOPMENT. I•• -I !Y U Q _ _ PROPERTY. PATHWAY TO BE PROPOSED zo' BUFFER"„° �' • '� • 1 .I r 1 I A a' J 't�: \ �l `_J 10. CONNECTION POINT(A)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT CSHALL ONLY BEA ¢ O W F- 1 w ~ Y LOCATED WITHIN THE VDOT R/W. -! i +I 'e'f w; 11 as .�; " LOCATION OF EXISTING �' \ I I PEDESTRIANBICYLE ACCESS CONNECTION. (n Y � O i7 a '� BLOCK 1 UNN CEMETERY TO ,•01 I ? 9 `f 11. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ¢ 0 LL1 z 1--1 Q G� REMAIN LOCK LINE (TYP.) .` ` �J tl I° NOTE: ALL STORMWATER MANAGEMENT FACILITIES t " LEGEND U Q Z � ~ 1 Co • Jr,t AND EROSION CONTROL MEASURES SHALL BE / a � J � � LOCATED OUTSIDE OF THE PRESERVED SLOPES. BLOCK$ I � � BLOCKG ALBEMARLE COUNTY- � ' • 3 "'e� ' I � GREENWAY PRESERVED SLOPES 1L Q Z Z (n ul � Q I.0 1 PRESERVED STEEP SLOPE � i :• ,-PROPERTY BOUNDARY (TYP.) _ (TYP.) `. ° ---- NOTE: AREA WITHIN THEioo'BUFFER Y / JJ !•• !- •. O / ///J BLOCK? `'•- VEGETATIVE BUFFER MANAGED SLOPES ® 0 1L Q z O Q �' LIJ Lu � 06 O AND OUTSIDE THE EXISTING TREE t �. \)Lu LIMITS SHALL BE REPLANTED IN r O EXISTING `'....•• •�••• ® OPEN SPACE < ioo-YEAR. _ DEVELOPMENT ....... ACCORDANCE WITH THE PLACESzg � --- - / AR P LOODPLAIN (fYP.) _ '., WITH HOA APPROVAL, A io' MULTI -USE PATH FORESTED BUFFER REQUIREMENTS� r 1 INGBROOKHILL �`m )� \`,, _ LIMITS OF igTH CENTURY SHALL BE EXTENDED TO THE ENTRANCE OF H SE TO REMAIN'- GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS 0 WETLANDS �• � CO Q I,_- C MPONENTS OF BROOK - - C3 MONTGOMERY RIDGE. THE HOA WILL NEED -' L w TO APPROVE THE TRAIL T AND EXECUTE NEED I TJ *' • $ DEVELOPMENT AREA , I ;: �`"°tl0O° BOUNDARY(TYP.) EASEMENT DOCUMENTS ALLOWING THE C �-�1 ( PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE& THE igTH CENTURY COMPONENTS OF � U EXISTING lo0-YEAR . { ° ° ' ;„' • : CONSTRUCTION OF THE MULTI -USE PATH / r j - . \ BROOKHILL LLI �� ON HOA PROPERTY. FEMA FLOODPLAIN (TYP.) ., / a P 1 - l / ', � OPEN Z � 'PROPOSED PAVED O 0 k' 10' -� 'SPACE . ' - MULTI-PURP SE TRAIL 10' MULTI -USE PATH TO BE CONSTRUCTED ALONG PRIMITIVE TRAILWAY E O � � �y�•� THE NORTH SIDE OF POLO GROUNDS ROAD COm Un'r L_ w ;rr^.Bi;f epartment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL < W �ilB# ROPOSED PEDESTRIAN TUNNEL IMPROVED INTERSECTION ` Ap roved by th LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° J _ O(i_ _ _ , d Supervisors AND STOPLIGHT. - f`.�. • - - R 000o EXISTING too YR FLOODPLAIN 0 I-1 _ _ OV'GNFR\V SEEBROOKHILLTIAREPORT J POLOGR PROPOSED IMPROVEMENT TO S Np1P D8f P STgTF UNDe " (\J FOR FURTHER DETAILS '" '- - _ POLO GROUNDS ROAD FOR R\v RT 6 R0q p 1 43(D. (So' TURNLANES- SEETHEPOLO B. ...... STREAMS JUNE 15, 2015 �i" ) GROUNDS ROADWAY annef * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w - IMPROVEMENTPLAN 4. APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE O ALE FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD " io' MULTI -USE PATH w F DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -' 200 o zoo 400 eoo SEE PROFFERS FOR FURTHER DETAILS " O PROPOSED LOCATION OF HISTORIC MARKER n 1 w m u) PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. O - OR18C \ CROCKET CORPORATION ( IN FEET) O JOB NO. 182150 SHEET 1 OF 1 SEEPOLO GROUNDS ROADWAY IMPROVEMENT PLAN&TRAFFIC TIA. /'� 1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE — - --- -- -" � SCALE N. T. S. SHEET NO. 2 +n II II I II I II I II I II I II I II I II I II I II I II I UIm ------------ 00 r ° I° ° 0 ,o 7\T' k 1 1 WBLOCK 10 SDP202000008� INITIAL SITE PLAN I I _ APPROVED -03/o6 20'\ SDP202000082 BLOCK 9 FINAL SITE PLAN APPROVED JAL SITE PL, APPROVED FINAL SITE PLAN APPROVED 4/z3/zozo I r_ THORNRI TH �F / �-'------ \ /-"/" SCOTT R. LINS'Z, U Lic. No. 035791,E 03/21/22 \ � I JT _�__ I I ��< 1 g , BLOCK 15 Z /J w I , \ \ / , II 1 z / 0 CL - J � / v�i to //�///J /-�'�� ,ice/ I ' O -_ / \• // \, �/- \ ` I `` O O ~ \1<O+ > i ♦ \ _] --- OCK 1 ♦ BLOCK 18 L 1,,�\ \\` R ' `\ \ / // �' `ry \ 0 0. L9 ROAD PLAN _ BLOCK 4C I ��v o aI 1` BLOCK 3 1 / 1 f/o BLOCK 1B I la \ „ ' ll I % \ \/ �� 'l %l \- I No L0 SDP202000070 G) INITIAL SITE PLAN 0 0 / o- APPROVED -zo/z3/zozo I � r ' BLOCK z ° a �, � / � \ '\ ./ I I (\DP201900078 � o >✓ ` _ _ a.' / ( ' \ 7 \ / i / / ` �- _ C INITIAL SITE PLAN \°° \ G_ Q APPROVED-oz/zi/zozo ` °o\ o � _ }'a ° / 1, � �\ _ y \ \ / --- J / I ( � J � 1 I SDP202000035 \ \° L J \ J J I I FINAL SITE PLAN ROAD PLAN BL K3LU APPROVED - 01/05/2021 SU132oi8-ooii5 O� o°`S�I / I / /� U �� o -LU C) INITIAL SITE PLAN I ° °0 ° � / APPROVED - 061o81zoi8 �. SDP201800049 Q LLJ °° IN S TE ° BLOCK AREA SUMMARY ~ Q 1 ° , a LL I U J le -I 1 _ i I Development Greenspace/Amenities (ac) 1 a Area Per Area (Roads, Proposed J .� °°ol - Block Land Use District Brooklu'll Prore�AC sed Lots,Buildings, Development w A COD (AC) (AC) Parking lots) Per Area (AC) LU z = CODA Civic / Civic / Open Open Total Total Greenway Greenway Buffets Buffers �_ BLOCK 19 1 I 10o r� - (� pe '-' 1 BLOCK 6 i f Parks Parks Space Space Greenspace Greenspace 1 0 / I Required Proposed Required Provide O l (� i1 I Required Proposed Required Provided Required ProposedUl o o I ° 0 1 Neighborhood Service Center 12 12.72 12 11.05 0 0 1.67 0 0 0 1.67 LU °°o° r� ° o i o° o IA Neighborhood Service Center 1.24 0 0 0 0 0 m ° 1B NeightborhoodServiceCenter 11.48 0 1.67 0 0 1.67 LLB 1 ♦ BLOCK 7 0 A\ ° 06 °�- - 2 Urban Density 6.3 5.1 1.z 0 0 0 1.2 00 1 v� o --' 0 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 T--1 BLOCK 86. 1 °, �� 1 3A Urban Density 3.3 U) , ^ v � I 3B Urban Density 1.8 \ 1 -5 Pzoi800054 -0\ / 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 w U 1 INITIAL SITE PLAN APPROVED - 09/o7/zm.8 L - 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 O SDP201900015 - °°° / �\ 4B Urban Density 11.39 6.83) 0.52 1 1.09 0.44 1.54 3.07 of J FINAL SITE PLAN 4C Urban Density 6.58 2.31 1.46 0.85 1 Q i 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 C'] 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 C:) 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 0 O I --I ° ° - °°°o S q0( GRO`� �a �Dp90 /. / 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 .. 0-io oo�o- OPO° a °o o° ER R 04° 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 °„„°° o °o°° T 643(D,g 8AP 263 ppppp0O,00° 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 O ° z63) ° 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 6.23U u O � °q 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 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 / / 0 a o BLOCK 13 (APPROVED INITIAL SITE PLANS) 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 JOB NO. 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 1821 S� PROPOSED RESIDENTIAL COMMERCIAL DEVELOPMENT GRAPHIC SCALE I 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 �ov9g°s� F (APPROVED FINAL SITE PLANS) I 200 0 700 200 400 800 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE ems- PROPOSED RESIDENTIAL DEVELOPMENT I � / (PROPOSED INITIAL SITE PLANS) I I / ' ( IN FEET ) ' 1 inch = 200 ft. 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 0 / I =200 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 18 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. 3 19 BrookhillHouse Parcel 3.2 3.2 0 1 0 0 0 0 Total 223.9 174.5 168.8 r 106.0 10.3 3.25 1 53.6 31.01 28.8 2005. 16.0 12.28 108.7 66.59 _ i i/rim _ \\ - �) \ \ 1)11 I \ _ ) \\ \ . 1, /; / / � \ \ \ \ - - _ - J %�� �� ¢ _ = _ NOTE: TH -,} _ / - - - /rii/i r \ - \ \ //; \ I 1 , 1 /� _ - - - � rrr rrrr� - \- -\ �\ , THE CONSTRUCTION OF PHASE II POLO GROUNDS ROAD IEW) IIII _ - IIII / \ d � 1 \ / \ / �... _ - �ii rr r1 - - \ \ III / � , - \\ / \% � \ \ Y- IMPROVEMENTS PROVIDED UNDER A SEPARATE PLAN IS Gi / // / /// /, \ _ �i► y\_� = I \ ; I \ �/ /// ' / j'{. l \ \ -_ - r� y - !I 11 ,__ _ir, i�� - \\\\ 1 I I I /�/ � ll '/ // \� ` \ ` �� '� \ \ ��/i I \ . »:: �� r � / _ - r � I — - \-,�\ // j/ I III I REQUIRED PRIOR TO THE ISSUANCE OF CERTIFICATE OF �SCOTT R. LLINSZ X �" \ \ /, / \ 1., z� - ` _ \ �- ' , \\ ' I L) Lic. No. 035791' - I I ...... . . i 1 \\ \\ - \ II IIII l // 43 '6�/ii�////� / ///�-: \ \ ���\��R\�C \� _ ~ J ,, / . \..:,::a;'. - - i� ..!�".y:iy''—�.— ..+.- �/ / I __---J�\\ I _/ I OCCUPANCIES FOR BLOCKS ,� 4 r /'—ky \ I III I I I I 1 \ A3 Nti / / �/ / / /Z/ \ < � - � �_ - - -ft y 0 9B ��� ..��, r - _ _ = 03/21/22 w / -- ) \ - / OP " .�� E arena v m u �'-- ., .!�'.,�.- ,..�yr T .- w- - - / / \ \\\ \ �\ / % / l / \ ��� \ / / / / / i L 1 _ -- \ \ - - / 1 l ASSOCIATIaNTN@'' / / y - - / - \ \ - / /// /- / I / \ \ I \ I \ \ < �/ / J I \ E....�. rn,.G � Y"' " ry y r - , \ — // // / i / / / / — — \ \ \ � — — ' — �SSIONAL E��S \ // / l \ « l \ �\ ✓ D.B. 5512,' PC.; 30 '" "- / i / / / / / r \ \ - _ - - - - \ -\ // �� rri. l/ / / / / / —,\ \�� IIII//-- , / l / l \ \ \ \ - � - . �� _ _ / 1 50.7 ACRES • _,rem �% . / / / / /---I_ /// / \ \ \\\\ - EXISTING STREAM \BLOCK 4C �_-.=L ® ♦i y, A - �-� i l / / / \ �_ \ �� / / / / / / / - -- - - _ / l \\ - _ /// l 1 J/ I 1 1 _ / ' ) / \ \ \ • �� / LL'�Y.' .�� f. ' / » /. LL%LL _ / / ' - - - �, \ / �� l / I / / I / r - - - - _ _ / - l . / / �- ii ��, //� � -�- _ I �� / / / / / / \ / - f ( - % . - r ,� ,� / / � � FUTURE PUBLIC GREENWAYTO BE DEDICATED TO - / v� / / / � y -.,- \ \ ` - - _ - - - - - / / � - ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT - - - - - \ i / — — AA A\ v �� � � — , AA o 1 �/ / / / / l — , l�',�' / '— — —� i - — �A � i / / / / i — — v v� v _ - A �\ � \ . o ,I / / l l l - - - - / // / / // /� - �� PER PROFFER #2 OF ZMA20180ooii - - - - - � / / / v - - - V�\ v� / i � � \ V A A \ _� � ® 1 `.' . .' / I ll I — — / / / / /%` '.+e i '/i �/ i i � / ' / , / / / � / / / �' — — c, �A - — I l / / i VA vv\ Ca V V .V � I ---.. 0 .�.-,1.\ / / / I i i // //'/ � � -- / / / v— v \ _� I / / —��v -- \� \ �/ \ V 7 / — i / / // �� — — / I _�, i — v C- — A� �A t — / / / / /// / / / / / B OCKi ���� �V��� _ -8L0 v -- ,: , . .. / e- / / - i / i/ - i / / .BL%,��i8/ / - /- / \�� �� _ - - - - 3 A LIMITS OF FEMA APPROVED V � \ OO �::1.I:. .' '.'.1'. `. / / / i i / / � / / - - A � v - - / i / / / � LIMITS OF OPEN SPACE / / // / - / / / - - - \ iooYRFLOODPLAIN- v ° GREEN WAY PARCEL , - / / / / TMP 46-19B V i - - - \ vv vv - ----� vv � �\ ��:� �. / .�. / // IIII / / / / /ff / / / V� --�i// / / - - / / / / � - - _ v\vvvVv v v A / / / / / / - - - / vv vv \' % / / / / / / / - - - - / / N K-CROCKETT CORPORATION _ - - i / �'-- v,� - vv vv -- -� %V 0 ' / 'i i / / / // / / / / Ix. / - - i / / / DB 5626 PGI484 i -� --- �- / \ �'�vv vvvv vv \ - LIMITS OF SUN NY g ��, `C IIJ I I / / // / / / i i / / / z v \ _ / �// / I / / � o _I v�vvvv V} . l/ / / / / , - �- /� / - / A / / / BLOC 1 j / , — / �, - / / -,-�- vvVvv �) DAY DAM BREACH` 0 \ / / / ' ' ' a / / l / ��,, v- vvvv �� A 1 e / l// l\ / // / / - / / vvvv vvv vv A -v l l �, llI I /. $ // // / v. 1V'QI(I �l II////// �/ - - - I (nco -, a a° // / V v � \VA \ � / / / / / EXISTING SANITARY SEWER AND j 1 v / / / / / / / _ J / / / / - A w co I I f 1 II I I / /// / - �� / ����vVA\\V1 v_/ " j / / 1 �� I ill I I J ) //// // // /� / / I / /- / ) - y 20' SANITARY SEWER EASEMENT T I / - / / i \ o m / �I \ ���A11 ��/ 1//l// 111/� A /'I III//IIIIIIIIIIII IIJI� iz /V// // �/ / � / \ / / i r�'�'i-1\vim\ i 0 0 I / / I � I // 1 IIII II / / v_ - - ,- \ �� / / / (/ / / PROJECT BOUNDARY (TYP.) I I I I / / / // l ( I l / / / '� I / / - _ / /// \ �� - / // / // \ b o (i // / I /------- / / i \VAII \v� \ / /�i� / / / l 1 �*i� / 1 ] ,\, o /l l II I I I / 1 -- - / -� ��� / // �� / // / l I t Vf �/ ; I I I l // // / /�v v I 1/ / / I 1 _-----_ .- -�/ i//i I\1 I A� �� �I // /i/ / V/ /, ////, l / / / / /, , , � � � - / /BLOCK o // ri/ �C - S / I o0 �- / - -� / �////�//// \ ---- �/ / / / /;/ \� o ) - cs V ALBEMARLE COUNTY I I / // / j/�� A\ l l l I/ / // -� --- //�/r 1 A1111 wv � W \ / / // / /�� A / / /// // , • / MANAGED STEEP SLOPES I I 1 I I I l / i / / v / \V 'G / / / /// // � / / 1 ® O° A —\ ) I I A /�— -- / -� , �— — / � 1 \ \ i / / / // - / / k - \ V I I / / IIII/ / �/ �// - �/ / l l / 0 A A \yA \ l I l I I I 1 I ( / / / / / / ( - - A 11 li 1 // /// / - / ° \V / // vl) 1 \ - - AVA 1 - �v / // ///�/ �' A T�/ l a A \ V A \\\VAV` A \\ \ 1 1 I / / / \ / i' i / / � l l l GENERAL NOTES: A \ - - � _ v `yam��/ //////////%///,; � - / / / J I \ 11 \ � I 1 / -1 I ( �, - / „//� �� _ � - - / // r%- - o° �� A vI\ \\\VA V A \\ �� AAV A A A \ ' 1 / / i v �' i / �/ I I I 1 / 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID \ , � I IIII III /I l/ /� - - - - - -' / /�� , o o / VA \ 1 \ VA �\ v l(� � v �' �' �' / �/ / -�V I III I \ / - 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM Xy� v A _ _ I I IIIII BUCK z- - - - - - / oo © / ` 1 \ \ \ \ \ I I I ' \BLOCK LINE, TYP. � � / / \ I / BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE \ ' j _ v / 1 I1111 11 1 - o / \\ \ v \ \ V/�// I I / ) ) I \ i i / / I I �I III I \ - SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED \v I I� - - - vim_ //// o o // \ \'��j[1 / / \� 1 � // / / � Z I'�I(l/ 111 v Ate' VA1 _ Y o / / / / / UPSTREAM OF THE PROPERTY. - '' o o �/ �/ /� / l - /' �' / - i / --,\ \(l l I V � - _ 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. v/ I Iv v —/r,/ o / / , / / — BLOCK 3 \ \\ \ - � f / / ° / / ' \ - /////! I l \ \ - 3. BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL �� //// 1 A _ � � / / • o o / / Z/ / - Y / I � --- // � \ � ` _ _ �I/ � 0 0 /% � \ / // / / / �� ) // // I \ ` \ - - - INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF / / \ / � � /� �0 , �/ o , r _ � / // V // 1l \ UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS \ ,,// / y� C� / /, / - / / / l — A—/ — 1 - ' „�/ \ - j - • o i % ' / ` %� ' . // , \ } I / l / I \ \ \ - -' AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE \ \ , \ �s `1 �/' \ \ / / � � / TI I I 1 \ \ \ — � � / CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION — — — — — \� - / Av I �� Av o o A +I I \ - - - - - AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY - \ \ \ \\� \� \ / ' / ' \\ \'y \\ \ \ \ /' SEWER, STORM SEWER, AND WATER -SERVICE PIPING; - ----- _ _ \ \ \ \ L� \` \ * , � \ \� ALBEMARLE COUNTY / , / I \ 11 \ ` _ - UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE -� vh v v / / i1� %ri o / / A - _ - - ,i ' CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED v �v �\ / A // a 5 - .y \ LOPES 1 � 77�> %\ PRESERVED STEEP$ / V\\ \ \ \ / / \ \ \ I / / /// , ` \ '\ o \ / ,a'?� \ - / TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES \\ �� \ / / / / /� / / '; \ \\\ o l I R \ _`�-- } ,f� j \ ` - - - -' /-' SERVING THE PROJECT SITE. - \ \ \\ \\ \ \ / / / % / ///�/ // ! I, 1 �\ o a \ // / / / I \ I \ \ - I \ 1 I "� I \\\ _ - _ � - � ,-� 4. CONTRACTOR SHALL VERIFY SIZE TYPE & LOCATION OF EXISTING \ / \� ,� � \ / / III I / // / �/ / / / � //,� - 1 1' °p \ / / / / \ x � % ' � , � 1 I II \ \ \ , - «. - - ' 1 1 I 1 1111 ' l \\ _ i - 1,- WATER LINES ON THE SITE. \/ /// /// / //i/ _ P \ \� �eM // /////// //// ��� // II / V �\ ° V — 0 0 / /// / /� / \ � ---- 1 IIII A A� ----- - I �V - / /1 %�l j�//l /�// // / /� %� a II / /EXISTING LIMITS I \ --- - �, / �� � r , - / / /// / // \ o / / / / v - _--- � VA �- -> � > �� J \ =// ////� /�//////%j /� / °o / O /// // / OFTREELINE - II \ I-- i _j// r - i / / /.i / v �V / - // / / o / / / - AA \ _ - / / v , -/ / / / // 6 0 _- - / // l / % - - / lI l l l �° / ti'a EXISTING WETLANDS (TYP.) / I / / - - -' -., � - ` � I 1 A - - _ - % / / � / 0 - - - // / / / / // / K -Th / , j / IIII ll IIII 111 III �° I 11 II II II IIII -- / // // / / / // s j i '1 1 �\ -_ i \ =� ,� <. - - - L / / o / - - - _ / ,- I I / A / /i �i/I' I IIII III I o / ��P _ / \, - >= _, _ / yl // / v — I N�� --- �� - 1. / / - - /I _�� I I / / \ \ / / /// � � � j \ \ \ \\ II. FUTURE PUBLIC GREENWAY TO BE DEDICATED TO i - �- _ _ \ \/ TMP 46D-B � - _ I I / \ \ /, /j /// /\ ) \ I ° / /� ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, - - - _ _- _ - / r ' /MONTGOMERY RIDGE OWNERS ASSOCIATION - - - - V �q1 �_ j % o 1' - / �i A , / / a 6 / \ / o �// ///I / / I I \ \ _ / - �/ / �� �\ // i DB 3433 PG 132 \`` / / 2 2oi o ooii '1 / / a8 \ \ \ \ ,,�­), r\. - /%�///� / / / °°o i \ I\ BLOCK 1] `✓, - - - _ / / PROJECT BOUNDARY (TYP.j /� - \ - o \ \ / / / / / \ / V / -- - - / ao // A - I - - / 3az /// TM / // // I I I / o I P 04600 00-Oq-Oi�A� - / r - �/ -� �/, /` � \ ` / / / / / I1 � / / / / / \ \ ,� s \ 1 / \ I a I \ \ \ \ CROCKETT CORPORATION` ; - - - - / � - ., - � / / i! I s / / / / / 1 V I � .... I \ I A, A A\ \ D.B. 5580, PG. 415 - / / / / '` __ - • / /� / / / / ( I I I � � \ \ \ V A A V A v v �% I / � o d l A ,, 24. 98 ACRES v -,« ' / ' / `°> / ` _ / --10 \VA\ VA=�` / / � I v 'v � I / I 1 yI - - I ,,,e \ v v l �. '� \VAA VA\V AVAVA�VA\ V Vv / / VA� -- �_ // / I v y -� \� �� ` III I VAv v - ' S AVA\�Av�VA VAV\vv�-v- � ���__ <\ l� a v \ �- \ -- \\\ \ \ \ \\\\\\\�\\\\\\\�\ \ c \ \\ \\\\\ , _ l V -.�- \ VA\�V A\ vvvv vvv vvvv / I \, .� c AVAvvvv v v / / I /v �, V A ,«-- - \ \\ \ V A V A\ �A v vv vV . A \ V vv v v v v v A I v A I / \ \\ \ 30' NATURAL BUFFER ALONG \ V v V V A V A v v v v v' / I I I j� v v v v v v �/ v v /- a \ \ \ PROPERTY'S PERIMETER \ \ \ V i A\ �� \ \ \ \ AVA I l i /J� f..i VAA \ \ \ A A V A -- / �� �, �I/j ////�� ��- �� �� / A \ \ \ \ \\ \V A �A / �'ll\� \AAV A \ V A `°" —� _ / �� �:i,// / � \ V / i--� v \ \ v A \ \ \ eEXISTINGSANITARYSEWERAND��/ ���� \ V // // '� \ A — / V \ \ \ I V A A I }VA VA \ / // — / - // / �� V A — � ,,— V A \ \ � A A Ito' SANITARY SEWER EASEMENT \ ' '/ V�A VAA VA V A VA V A / /// / v �,/ / v v A � _, i %� V A I I I V A\ �\ V v v A A\\ D.B. 14SO PG. 313 �> \ \ Vl A VA / i/ v - - i i� A \ V �\ e �� / \ } i / �. / i \� 1 - � ,1�VA\\\\ \ t � � v 4 `� e ,00 �v � \\I�A VVA- I\VAA V � / �� �� � ,\ _, �� I \ \ � - \ / � / - / _ v , v� � -��w }1 I A I I v A v \VA\ ICI / o �o � I \ S // i / ,//�,/ / / �� v --'� � A A V I I V v v v\ V A V\ 1 1 1 1 �I I o Z � 1 1 1 J (I j I 1 1 AV A A � .� \ � -/ - / �� /� � �y vvv_ - ///-�v I �\ \\ v v I -�- ��' -\ / vvv—� - v IIII V A v A v `vAvv A I I / 0 � , IIII( _ I I v // �� A �%/, v— — —� 1 ii �\-\ \ BLOCK7\ \ ' o / I - . , //,/ / ./ / -'-' ,i \ I -'j- A- - v I 1 A \ V � � AMP 04600 QO-00-019B9 � v / / , �� / ; j /i . / / \ - - - -- r� $E � � ---- � -- ' - - --- - I I TMP 04600-00 00-018A0 I I LIMITS OF OPEN SPACE / i/ - - / // / - - - - i v �- ��� A I \ \ \ V I I OPEN SPACE G NWAY PARCEL 1 GREENWAY PARCEL - - _ / ' /� i - - - -- -. - /- , I � \ I I CHARLES R. & ELIZABETH ANN 1 R007�iILL MAST R ASSOCIATION INC III ( `� / / \ ! / / C/ j _ \ \ ) \ // I I \ \ - - OGLESBY HA( GH I o D.B. 55 PG. 303 / - , / i -«o j i/ i \ - D.B. 1333, P. 450 ` o° I \ \ \ \ / i ' f // / "/ / l / / / / // i / %i ii i A -� \ II III \ \ \ \ 0. 2 ACRES I I \ / I % /// / ' \\ \� / / �i/ -, / ii � i-�-- / -,�, -- / \ \ - - - J I 29.92 ACRES . _ I \ �\ / r - _ - - / I I I - / _- r \ I \ I \ I \ - e - - - - I \ I \ \ _ - / ; \ / / MONTGOMERY RID \ SOBDIVISION /� / / y - - \ ` �' - ' ✓� A V A \ QO _ V V \ EXISTING STREA - /-/_ , / / / / / , r I y , — EXISTING STREAM \ — >� A 1 V A o VA � i/ / / / // l' / / ��� _risi�A\ �1VA\AIII \ VA _r —�,A I I � l I /,/ �/ � ' /i v i/ ( -�- -� -}' , III V A \ — 0 - � � � — — — — I ) (` �4!. EXISTING TREELINE TYP. / +// � I ) :: � �:\ � ) / I' � � / / %// ii� � yy y �i � , . — — EXISTING ioo-YEAR FLOODPLAIN (TYP.) 'i / - \ / r \ \ \ n / \i i // / / \ \\ 0 I I I \`\—,�''"�/-_ \ \ —� 1 e o� \f j.: / / , i r .r r./ i / // /� �- / ,/ N////�///\i— �— _ —IIII / , I I ( � V V ; I A � PORTION OF EXISTING R/W TO BE ' / i � //// / —� — o f I I to I \\ \ \ \ \ ` — — I I I - ^\ \\ \ — / / , I \ o' LANDS % XISTING PROPERTY LINE (TYP.) / i i / , \ 1 /.%, //IIII/ // // f _ — — "— // / ' — \ I \\ / \ / 1' 0 3 CAPE/REFORESTED I / l \ VACATED WITH THE IMPROVEMENTS TO , / / / / / / / \, . / / / — .— -- — — / — / I I 1 \\ \ \ — — / — , / / ' POLO GROUNDS ROAD (SUB2oi7ooii7) ,' _ EXISTING ioo-YEAR FLOODPLAIN (TYP.) ' / / / /i '/ //�/// // // / '— — —'` �� \ \ \ � \ I — �' EXISTING 12" SANITARY SEWER TO REMAI / I \ O' i — — ' / y" / - / ' / / // //% j;, x /,j %/ l / l / - / / — s \ — / i / I f / i � / / /i // / / // / -- ' e BUFFER AREA \ � � \ \ �I I \ � / / / /l / / /i-- // ///// ' / i — — — — / \ \ i� � \ - / / ,i/ ll/l' // � I ''I I i / / -'%/%//Ill//// 11�// '_ - / ,,// \% \ � � - -' 3 - / EXISTING PROPERTY LINE (TYP.) - \ \ - - i / / / // / / / / / // V/ � s �� 11 I \ ��� � — — � i/ EXISTING o' PRIVATE LANDSCAPE BUFFER EASEMENT I 1 y \, ,� — — � / / /' �-- , , i/ j�lllll / /// l l 11 / / // l /� / I ( //i/ I �' / ,%///////// IIII /// 11 / / / // � — �/ / l// \-\\\ e o s \ lT 1, � ���� � - -.�.i //- D.B.Sui, PG. 644-675 0 � / / / / // / / I I � / / I ( � ' � �/////// /// / l/� l l / - - - - �// / l IIII/\ \ \ �� -' - ��j _ / EXISTING R/W (TYP.)-- / �, .. llllIII 1 I I \ \ / , / /-/ / //// / /// /// / / / / , / y / / / / \\ \ \ ��a \\ /:i-10 \\ - __ - _- --/ / o c / I IIIII 1lv \ \ l / , ////// / i / � \ ,\ //r r 1\ I I III J / / /. p 1 m \ ` � \ \ / IIII / /// II II/ l�/ / / - / / // l// i \ r\ -.. _ - / o \ °q ., - / 0// 1."� L'. � � II� \\\ � ,' �\ / ////// / /// , / / /�A�/ \ I // \ I \� EXISTING EDGE OFPAVEMENTTOBEREMOVED_ - - // i o \ ?° \ o ° / EXISTINGro"DIP SANITARY SEWER °,,�-\ 1 I\\\\\ \� �,'' �- �'\ ,//////// ////// ///�// I ��-- \��, /////// // '/'/// I,Ill'111/ \ \ \\ \ \\ \ � & REPLACED WITH THE IMPROVEMENTS TO , ; - II o \ o ° / P), / /::::::I, 0 \ \ \\ \\ \ \/\J\ X\ - - \ \ / / IIII ///\ // / /// / /// / - - � / /� //// ////// W/ IIII 11 \ \ \ ," \' s - \ POLO GROUNDS ROAD (SUB2oi7ooii7)= - _ - I ° _ - -� - - OD n ° 0 �� - / �' o \ \ \ \ \\ 1\ \ \ \ I \ - - - / / %/// / / //// / /// ,// l / // ^ / l 111 %/7/� IIII 11 I I I I \\ �,- \� -_- __ -- - __ -- ©° - ----° �/ \ \ / ///// ///// // // //// )1�� �l IIII/ � \\\ r - -- -- I _-- - � \-- ;I� %/ 9�... o IIII \\\\\, \\ _-_- /'%//// 7l l \I �o° \' =- - - -- -� - - 0 c I \\\\\,. \ \\ \ \ / IIII IIII// IIII/// // /// IIII l ll 1 11 ' —� — —__ OQ 1�_ '..; ♦�.. s s-----s--._ --s --= --- QLLdllel�® -- r_ _.-. --- -�\ "' o I \ \ \ \ \, -- -_- r .,, �, � '////Ill //// / /; /1/ J 1) I ' I \ // / //// /// /l l\\ _-- oao,; -- -- _ - --11 -= C \\\ EXISTINGEDGEO EMENTTOBEREMOVED /i IIII/// / / /IIII (//,; ///!/// , /l// , // -- II I I I/[I(l(\\�\ \\\\\\\ \'\'\1 r / / ii// / / \ > y� --- — - _ _— POLO GROUNDSRO 4 T'��= _ &REPLACED WITH THEIMPROVEMENTSTO - y \ //, IIII//\/ ///( I -1-I-} \\\ \\\ \ \ ,\ \ \111 _ - (VARIABLE WI _ `: \\\' \\ POLO �: iij // / ( I l\ I I GRAPHIC SC�LE % / / 1 \ \ \\\\ \ �\\\ \�\\ \ \\1 \ \, ' _ - _ - - ) P GROUNDS ROAD (SUB2oi7ooii7) - _ _ \ = EXISTING 7z"CMP \ \ \ \ � , - = 5 - IIII l -- CULVERT&HEADWALLS \- DTH D g° - >` \ \ \IMP _ \ - �� \ _ ^ii // \\\\\\�C:\\ \\\\\\1 \\ II \ _ _ = ` \ \ ` / -. - \�,..\ \ \ \ \ � \ /\ / `/ / ' \ \ 7 � 1-- I I I II I II I O sO 300 I � / I 2"" \ \ \ - - _ \ EXISTING GUARDRAIL - \ - / i ' - -- - � � /1 \\\\\\\\\\\ \\ \ \ \ \ \\ \\ \ - TO REMAIN _ ��.�� MONTGOMERY RIDGE OWNERS AS�'OLIA7- � - � _ - - � _- i \ I I \ \\\\\\\� \ \ \ \ \,\ \ \\ \\ \ - - - CROCKETT CORPORATION EXISTING GUARDRAIL EXISTING GUARDRAIL T \ \\ �\ DB 4102 PG 472 . � � � - - - � dim\ \\� \ \ \ \\\\\\\\ \\ \\ �� \\�\\\ \\\ / _ = _ _ EXISTING EDGE OF TO BE REMOVED TO REMAIN / i EXISTING 8 CMP CULVERT %% i� ; ,>-r � ( IN FEET) � _ - = \ \ / j \\\ \\ I (\ \ \\\ \\ \\\ \\\\\ \\\\\\\\\\\ \\\ TMP 04600-00-00-018C0 4 " \ li: \ - - - _ = __ _ _ - - PAVEMENT TO REMAIN 79.50 ACRES SEE PHASE 2 POLO GROUNDS ROAD SUBzoi\ooii EXISTING - \ -' " \' �' / // \ \ \ \ \ \\ \\\\\ \ \ \\ \\\\\\ �- _ DB 624, PG 193 EXPANSIONTO/REMAIN DRAIL ��A �®v EXISTING EDGE OF �V �� / A \ 1 inch = 100 ft. - --� / j A A\\ V VA \\ \ \ V' / _ ( 7 7) GUAR \ ii f_\ /// \\\ \\\\\ \ \\ \\\\ \ \ / )-- - - _ _ - - - - PLAN FOR ENTRANCE DETAILS- \ ��� I � PAVEMENT TO REMAINS / / \ \ ` % i jj / \\�\ \\\\\\\ l \ \ \\\\\ \\\ \ \\\\ \, � \\\\\ 9. Q N 0 ti N M L9 z W W ul z J J 0 u at 0)Ir— z I` O ( . r- i rM Ln � r- i N M It 0 m i N (n O CA N N Q � z W J J J W (n Lu a O W F_ � O Lu 0 L0 J v Q z Y ~ I— W r- I w I U) �_ ,--I W 66 Lu i--I cl� O m J h1 O J O ~ F W a � JOB NO. 182150 SCALE 1 "=100' SHEET NO. 4 PROPOSED CG-ii (TYP.) PROPOSED STOP SIGN-J°Z - - �• 1 X \\T W W W W C w w S ��\ ROPOSED CG-ii ENTRANCE (TYP.) 49 LOT > I xooOT 000, pS TH OFF J� PARKING ON PROPOSED CG-ii ENTRANCE (TYP.) " ��� " /ROPOSED STREET SIGN LOT / / �� / THIS SIDE OF THE STREET y/ Q� F� \\\ \ / / M H I E - SEE SHEET 6scoTT R. LLINSZ w w I - o �y s\ / 47 O - / o �Gy\\ y PROPOSED SIGHT DISTANCE EASEMENTNo. 035791 25'R O TQAV SLOT LOCK LINE (TYP.) : ' o� 4 FUTURE PUBLIC GREENWAYTO BE / / h \ �� �s�\\ 46 \ / 0� o o� 03/21/22� DEDICATED TO ALBEMARLE COUNTY w / Q� 'Aj 9 \ N ASS �yG1 W w w w/ L vv / TONAL AT TIME OF FINAL SUBDIVISION PLAT, / ti�! r ' \ (� \ \ h1 / PER PROFFER #z OF ZMA2o3.8000ii W W W w w w / 18' \ `a \ i A °' \ 'NO PARKING' SIGNS TO BE PLACED �� PROPOSED GR-z GUARDRAIL (TYP.) PROPOSED SWM FACILITY ^ \ PO \ &MAINTENANCE EASEMENT / x ; • \ , • �� ,o : , EVERY z5o' ON THIS SIDE OF THE STREET w wC� ' / @ � O � xfo PROJECT BOUNDARY (TYP. 0 w yyy \ \ �\rpPO PROPOSED // Xho /AFia STREET SIGN j Na w *'NO PARKING' SIGN FOR CUL-DE-SAC �xh° / j / , \ \ aax o \ �Q 0000, PROPERTY BOUNDARY I� w PROPOSED CG 6 CURB (TYP.), v V / � PARKING ALLOWED / O v V ! / THIS SIDE OF THE STREET yo ry� r s /PROPOSED WALL \ \ v / / / / / LOT \ % \ > Q` 7� 1 T \ 15R °° oz 1 (MAX. HT. = 6') pC1x \r�' \ \ / \ \ / 8 \ oA's4� \ � % / a FTegti� EXISTING PRESERVED (nn m OO 'NO PARKING' SIGN FOR CUL-DE-SAC /w / \C/r O\ \ STEEP SLOPES TYP. Z `L � PROP ED o° \ w / \ �Tytir / (TYP.) o Ln EXISTING3.00-YEAR FLOODPLAIN(TYP. UNDERGROUND �x 0R \\ \\ ~\n // // \ \p� \ / ~ � 0 /� O O O SWM FACI TY'B' " I \ \ \ \\ // PROPOSED STOPS o% �_ _Z Y (n tz O O/ �� o FBI z \ \PROPOSED GARAGE ✓ " 00 h 5: _ a s PROPOSED CG-lz (TYP. : / o /, ��Q h V/ 18'xzo' MIN. (TYP.) % h N ol I � w• l24 ��\\\ \/ /� � LOT �y / h� �O�O / N 'NO PARKING' SIGN FOR CUL-DE-SAC / ti \\ \ \ \ i / W OJ \PROPOSED CG-11 ENTRANCE (TYP.)_ / PROPOSED CG-9D ENTRANCE (TYP.) O ® �i \ u~ PROPOSED 5' CONCRETE SIDEWALK / o \ $�, " LOT ROPOSED 6' PL NTIG STRIP / \ \ 4 PROPOSED 4BIKE LANE (TYP.) EXISTING PRESERVED 1 / `W STEEP SLOPES (TYP.) I �/ / > 3 PROPOSED LOT LINE (TYP.)\ / / r j N O\ \ / -ho / LOT / L \ \ •// ry� M 5 LOT PROPOSED WALL I\ n// L h�OJw // \ \ J MAINTENANCE EASEMENT O I \ \ gPC�I / / �* �P QO 48- / ti� �O So/OPEN - / // R W ' SPACE L9 460 w _ 50- ��f Q // / M U) FUTURE PUBLIC GREENWAYTO BE I m _ _ M/ Cn I --I DEDICATED TO ALBEMARLE COUNTY �� ' w ' I w ° w �' PROPOSED SWM FACILITY h° / ATTIME OF FINAL SUBDIVISION PLAT, W w w r PER PROFFER #z OF ZMAzo-18000il MAINTENANCE EASEMENT A� / y'� f / M -u �� a ROPOSED CG 6 CURE (TYP.) / w 4 �� 7 r // / m - - m°Ou ----- --- - - / - f N - '�1 CD M w all- ° / / 0') XISTING STREAM TYP. ~ ff ill °C°L° ° j NO PARKING' SIGNS TO BE PLACED EVERY / / CV (TYP.) O ➢�T $ z o' ON BOTH SIDES OF THE STREET / \ j ti ,. 5 / GRAPHIC SCALE / N Q u=mom PROPOSED SWM ���: m �u-.�� � u��i�w d111wr�F FACILITY B m wIn u / 9 30 0 +5 30 60 m R�urin a O / � Z • � I�w uH o / - Lu 0 E 1p % Q�� / ( IN FEET ) F� i' ti r ryh° fOtA PROPOSED 5' CONCRETE SIDEWALK j Q 1 inch = 30 ft. - J J tiX / \ / m ,. > w P IV / Z LOT AREA CHART CSC HIOgii irk h�� / LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE W r I��I,ir - \ f O NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf _6 �� wuI Lo 1 4,743 3,072 46 4,137 3,005 91 2,860 1,906 C7CJ I .:., IIIII � •• 4 (TYP.) \ lii PROPOSED BIKE LANE TYP. O / O 2 4,914 3,196 47 2,037 1,638 92 2,646 1,745 0 W \ um ITi-N' .. .. 3 5,411 3,637 48 1,952 1,554 93 1,935 1,538 Lu J -o 0 V U Ili Hill ul� ° / 0 4 6,067 3,979 49 1,887 1,490 94 1,953 1,556 H 0 Eli III m ll� ry -� I IILIu� i�ullll III N p _ l`i� _ Q ulliip I • / 5 6,505 4,457 50 1,842 1,446 95 1,970 1,574 %' �r j W 6 6,156 4,124 51 1,816 1,420 96 1,965 1,569 U J Q PROPOSED SWM FACILITY O w' �`--mllw= ; ' j\ R< MAINTENANCE EASEMENT i - I_m-m,- � � - _O - / � �W W \ 7 6,153 4,141 52 2,578 1,688 97 1,947 1,566 Q �I m 8 - - 53 2,375 1,529 98 2,810 1,883 9 5,430 3,593 54 1,787 1,391 99 3,781 2,697 ill-i PROPOSED 6' PLANTING STRIP Q ( I --I w°Illi I 10 5,630 3,784 55 1,784 1,388 100 3,021 2,481 z d © I wlllllllr'I °umullu / + 11 5,062 3,314 56 1,782 1,386 101 2,992 2,452 uJLu I --I 'Luuu IiIII11i"x (:(�Jll Illumilln � ullTmT1, � �� �' � / 12 5,062 3,314 57 1,782 1,386 102 3,691 2,620 nu m ue o=v W W 13 5,062 3,314 58 2,299 1473 103 4,064 2,938 L wlm lu- m w I, Ill�llin� a°u�ul°r�r�� � 3z F/P,� � 0_ // � � 14 5,062 3,314 59 2,308 1,480 104 3,047 2,507 mull mwwu m=ul ul I w ul ul /p rl � �rnu m uFlll III �� 15 5,062 3,314 60 1,782 1,356 105 3,047 2,507 in qM5,011100 ul � .i IIIII °Illmi, /C'FjC / / ® 16 5,156 3,390 61 1,782 1,386 106 4,064 2,938 �J J \ mu- mI aCJ w w � \ - / W . w 17 5,249 3,468 62 1,782 1,386 107 4,044 2,921 uj _, 62 R/BUR/w _ _// 18 4,924 3,219 63 1,782 1,386 108 3,044 2,504 PROPERTY BOUNDARY (TYP.) w u-I O O � / ` 64 2,308 m 0 % / I 20 6,491 4,42200 65 2,272 1i452 110 3,921 2,834 rc 21 6,260 4,200 66 1,782 1,386 ill 4,755 3,054 CONNECT TO ENTRANCE PROPOSED W WITH THE PHASE z POLO GROUNDS O W W W W W 22 6,263 4,207 67 1,782 1,356 112 4,857 3,136 w ROAD EXPANSION PLAN // 23 6,318 4,249 68 1,782 1,386 113 4,924 3,208 elf 0 O 24 6,333 4,315 69 1,782 1,386 114 5,216 3,463 30' POLO GROUNDS ROAD � /O j - - O LANDSCAPE BUFFER (SUB-zo17-117) D n / I w W W W W W W W W W w W 25 5,683 3,724 70 2,341 1,500 115 5,672 3,760 Q m EASEMENT (D.B.51n,PG. 644) O / O 26 6,860 4,773 71 2,461 1,588 116 6,049 4,003 ' PROPOSED STOP SIG PROPOSED STREET SIGN / ioWWWWW.WWWWWWW Ww _- y O O \\ / W WwWW WWWWWWWWw ; o / w w . �. W y +. W 29 6,312 4,3223 74 1,76655 1,369 119 6,4 9 4,397 O O ✓ O 1--1 PG lo+ �/ % 30 4,477 3,296 75 1,776 1,379 120 5,366 3,454 7.8g �` W W 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 33 4,477 3,296 78 2,471 1,598 123 5,134 3,448 u 0�/ F -- O 34 4,107 2,890 79 2,462 1,594 124 6,353 4,311 ILL ° ~ - - - •-, w --- SIGDISTANCE=5O0 O 35 3,030 2,490 80 1,774 1,378 125 6,235 4,204 c HT _ --------- �.1\\� O 36 3,030 2,490 81 1,782 1,386 126 6,195 4,176 10B NO. ---- 0 37 3,737 2,656 82 1,782 1,356 127 5,451 3,532 ° 11L �1� _ _ SEE PHASE z POLO GROUNDS S) \ \ 38 3,910 2,798 83 1,782 1,386 128 4,695 2,930 182150 FOR DENTRANCEODETAILS GyT DISTANCE, \ ` O 39 3,030 2,490 84 2,408 1,556 129 5,927 4,036 SCALE (SUB-z017-117) �a S00, \ 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"=30' 42 4,503 3,216 87 1,818 1,414 132 5,292 3,520 - O\ \ SHEET NO. \ � � 43 3,172 2,540 SS 1,849 1,450 133 5,292 3,520 44 3,172 2, 54 1 89 1,873 1,476 134 5,292 3,520 5 O \ \ \ 45 4,418 3,149 90 1,880 1,483 135 5,292 3,520 :�p LOT / / ; •L79T TH o - E SHEET? �K(.) I MATCHLINE SE / ��� F�� REAR SETBACK _ I ` ss J // LOT ZOS O \ \ ry SIC R. LLINS'Z O \ \ / U Lic. No. 035791 � EXISTING PRESERVED 44 STEEP SLOPES (TYP.) / \ \ < / / ~ LOT d % 0 4 L21 kbz�� l / \ > \ / / / v / 78 PROPOSED CG-11 ENTRANCE (TYP.) / �o� 03/21/22 l � / \ cIT o, \ /� LOT°6' OPEN /W / / \ \ \ II// OT / // / / \ \ / ` FUTURE PUBLIC GREENWAY TO BE SPACE / // \\ \ \\\I f�% 22 / // / / \ / 43 77 0 / LOT \ \ \ �_ \ / / \ \ OPEN h / / a°. / O ` DEDICATED TO ALBEMARLE COUNTY / \ \ \ \ NO PARKING SIGN FOR CUL-DE-SAC \ / PROPOSED CG-6 CURB (TYP. / 41 ' ry AT TIME OF FINAL SUBDIVISION PLAT, / \ \ \ \ // yo� / i \ \ SPACE / tos, M / OT PER PROFFER #2 OF ZMA2oi8000ii PROPOSED \ / \ \ —I ` // % ! �� LOT ; y 8 PROPOSED CG-i2 (TYP.) LOT LINE TYP.) / \ / \ / // / ° o% 76 O ` / ( f37' 42 PROPOSED 5' CONCRETE SIDEWALK LOT \ \ / // / \ � LOT � PROPOSED TYPE. III BARRICADE \ \ BLOCK 1]=°j. N / / 75 / LOT ` / / \\ �3 i \ \ \ 'NO PARKING' SIGNS TO BE PLACED / / EVERY 250' ON THIS SIDE OF THE STREET / by o° PROPOSED 5' CONCRETE SIDEWALK ` / 8 74 / / o LOT M/ u m SR — — / f �J w m \ / // / \ \\ / / ��` ✓ f4 t I LOT o1 ��¢� _ / 80, 73 / q 3a'F i Z Ln PROPOSED GARAGE / / / v / w �° ,` / PROPOSED CG-9D ENTRANCE (TYP.) /A-F/ O o 0 / LOT h _ _ _ — O / f 41 a 1 y O i8'xzo' MIN. (TYP.) / / o , �� LOT / 1 � h° PROPOSED CG-gD ENTRANCE (TYP.) °• ;� I / � tsx xh �Q / xh / ~ > / / y1x / o� 72 PROPOSED CG-6 CURB (TYP.) LOT I o LOT / / 1 PROPOSED DRIVEWAY (TYP. 24 3 / p I 4.'.'.61. //. F/C ° Lu w b / / \ s3. / / f / 8g. / / F/o 8°, . / R/6yR PROPOSED 4' BIKE LANE (TYP. li LOT ao / Fjp PARKING ALLOWED ON / LOT THIS SIDE OF THE STREET 39 PROPOSED GARAGE 18'x20'MIN.(TYP.)�\ f / a9F c�P�:'• /% EXISTING ioo-YEAR FLOODPLAIN (TYP.) \ �/ r — — _\ /j \ / 7 icF E \ \ \� / // �/ LOT 38474 CN w w / nj �/ / h s> 7 3// xh° / // I I \ fls\ \ 5 / /�Q ¢ c% ti / / o F N / LOT \ O / ! LOT / I \ / 0 \ \ / C y / LOT y Nx PROPOSED WALL a r4 p� LOT ` / ��P / / 6 (MAX. HT. = 6') M QJw: b // / I I LOT \ \ \v/ tip/ j \ / f ff LOT fry z PROPOSED 5' CONCRETE SIDEWALK 8r 68 / OLl y PROPOSED 6' PLANTING STRIP I I / LOT to / / r ti / PROPOSED 6' PLANTING STRIP / Q 1 f q \ o � o° f/ J PROPOSED / / / LOT 36 / / / o f / / x / PROPOSED CG 6 CURB �x \Q� : — \5'STDESE= _ -LOT LINE (TYP.) ° j f b s f yh / g1 67 FUTURE PUBLIC GREENN% _) — — / L9 � z AY TO BE / (TYp� i DEDICATED TO ALBEMARLE COUNTY ey L0 ! / ' —�36' QO Q / / O ✓ / l si' �z i LOT tot, ��: TTIME OF FINAL SUBDIVISION, LAT, 1 ti 1, / 24 i y l l PROPOSED GARAGE --� �' 35 �C�/ / f t / 66 Q i--i 18'x2o' MIN. (TYP.) \ ti ��P / ° xho / ^ ` LOT f f ` f. EXISTING MANAGED ✓ H PER PROFFER #z OF ZMAZol8000ii h / N \\ yam/ O Q ` ` \ $5 xc° STEEP SLOPES (TYP.) 4 / OT / / /� / \ LOT tot f 0�� PROPOSED GARAGE D M h 8 / / / �' I �� 9t, f iz'x2o' MIN. (TYPJ d 0 —__so'_ — l l l // / ` / .:.QJwCQ f/Wh��.Q'. / LOT `� "f EXISTING STREAM (TYP. ' -� ' — 'NO PARKING' SIGNS TO BE PLACED: / O N \ EVERY z5o' ON THIS SIDE OF THE STREET Q QO J0 / 6 l � / a. 4 / I I LO I / � ` J / „ � � o o Q , � LOT \ w O °' a / / /, o W N QC w % / 33 \ f yQ� / / LOT f��Q y° w w I f v / 8t 63 QC�` ry / RO D GR-2 GUARDRAIL (TYP.) % y z POSE Q I PROPOSED CG-9D ENTRANCE (TYP.' o° I I _ _ - — _ _ _I \ 29 i / / _LOT �a1 /f / / at, 62 P�h �J�' P� 0 W � PROPOSED 6' PLANTING STRIP \ ` / / �/ 32 / ry / /,F J� �C� J J ,• \ � 90 \ \ / / � / �' xh° ,/ ROPOSED CG-6 CURB (TYPJ / LOT fy°. Q' 0� �� 'NO PARKING' SIGNS TO BE PLACED EVERY J w / / y� f ��Qw o 250' ON BOTH SIDES OF THE STREET > LOT r?1 / Oh�QJ °h W a- 1 \\ ! 31 j / ° / /at, LOT / ti �o O`f / 66 25' E/P E/P b r 6vim0 Q w 0 1 PROPOSED 5' CONCRETE SIDEWALK ` f/ �� Q1j PARKING ALLOWED RE o w • ' - '' �` THIS SIDE OF THE STREET / I \ LOT tat, / �• Lam/ oo / / . rX0 L9 LOT 30 �g �e / o y^i FSFT 59 w _�// / Q w 5' SIDE SETBACK (TYP.) — I . 1 \ tat' / / / / C� / I U J I � -- __-- � \\ �� of / LOT�\�rTyAJ�/ tia O � / / � Q I i \ PROPOSED SIGHT \ / / r, /000, DISTANCE EASEMENT / 8a, 5$ hO / uj w I PROPOSED GARAGE / yyh / fP} LOT y i8'x2o' MIN. (TYP.) f ax� ti° ¢Pe 57 / y� L — — —_ _ =1 — J — 1 54 RIW RIW I \ PROPOSED 6' PLANTING STRIP & / /x > / LOT \ / / / PROJECT BOUNDARY (TYP.) \1. : . — — — I OPEN SPACE at, PROPOSED ° ~ LOT LINE (TYP.) W / 56 ° LLI NO PARKING' SIGNS TO BE PLACED o ' / f LOT / / / \ W Lu xo / / o\ 2i1 EVERY 250' ON THIS SIDE OF THE STREET y h/ / Bt, 55 f / 00, PROJECT BOUNDARY (TYP J1 A\ LO OI \ y / ( o LOT. � � � n W 1\ ZI Z\\ ALLOWED ON + n\ �-1\ PROPOSED 5' CONCRETE SIDEWALK Bt, 54 \ <• ° Q / / — J � I— THIS SIDE OF THE STREET, o\ m a \ / ` / q / n1 ° , �\ ^�°��' F\ 4\ Y\\ PROPOSED CG- D ENTRANCE (TYP. xh° / J o \ Z 9 ) yy / r 53 / / Q m w \ °\% k \ m\ v / \ 8 / /xo / / w EXISTING PRESERVED \ I No\\ ti / / \ / STEEP SLOPES (TYP.) �� ` / / PROPOSED DRIVEWAY (TYP.) y /�,h i O J \ LOT \ \ N- �r I LOT \ /L�h j / ON = y \ yyx // / / PROPO/SEDD 4' BIKE LANE (TYP.) O IN 1\ q e '' / //�� O OPEN 51 / �\x°o� O t ii • \ o / 0 F SPACE I I \ � � � \ � x. / A \ s ✓ LOT / c j / I ox5 / ss 5 ; s / JOB No. C w w i i j '�, k 5'R 1 i\ / PROPOSED GARAGE 182150 i x `ro \ \ ry / / / OT 22'x20' MIN. (TYP.) w w PROPOSED CGii (TYP.) - PROPOSED STOP SIGN / 0 50 C 8>, r GRAPHIC SCALE � � i \ ROPOSED CG-ii ENTRANCE (TYP.) 49 / / � / SCALE H S A LOT \k00 / �` / 0T / xh / go o g 30 60 1 „ =30' 40000, w SHEET W ' / PARKING ON PROPOSED CG-n ENTRANCE ',TYP. -' \ s��� " /ROPOSED STREET SIGN LOT / / f (IN FEET) N0. THIS SIDE OF THE STREET / a ✓ F \\ \ / / MA HLI E - SEE HEET 1 inch - 30 ft. \ 6 w w 'Fy q�/ / fie' �x !Z s,\\ / 47 5 FUTURE PUBLIC GREENWAY TO BE - - DEDICATED TO ALBEMARLE COUNTY TH 0 1p ATTIME OF FINAL SUBDIVISION PLAT„� y PER PROFFER #2 OF ZMA2oi8000ii PROJECT BOUNDARY (TYP.) w y w w w v w w w w w U) \;:�A �(1 ✓ w w EXISTING PRESERVED. v w w O \� d w Y w w w STEEP SLOPES (TYP.) ����" III a Y \NhSCOTT R. LLINSZ PROPOSED WALL 54 1 f m G v2 tU Lic. No. 035791 � (MAX. HT. = 6') Z \ t0 0 4 w w w w w w 03/21/22 PROPOSED dG Z C \� �0 ry LOT LINE (TYP.) o m \'. �SSIONAL E�ol FUTURE PUBLIC GREENWAYTO BE PROPOSED WALL wt \ Z \` PROPOSED TYPE III BARRICADES & DEDICATED TO ALBEMARLE COUNTY w W w w w w w w w w w w w w / % MAINTENANCE EASEMENT 1 \ ND OF ROAD SIGNAGE PER VIRGINIA PER PROFFER #z OF ZMA2oi8000iiED FAc- (MAX. HT. 6') 4 1\ WORK AREA PROTECTION MANUAL w w "PROP& MAINTENANCE EASIEMENT W W PROPOSED H. 6) w w � w w w w w w w w w w w w w w w w w w \\ \\ \\ \\ ATTIME OF FINAL SUBDIVISION PLAT PROPOSED WALL 5 \ LITY w w w w w w w w PROPOSED WALL MAINTENANCE EASEMENT w w PCK� \V \V A\ LOT / 135 \ \\ \ ° s R`\ \ PROPOSED CG-1z (TYP.) \ r \' 4�, 1 w w w 31 z3'\\ \ \m \ \� \\ LOT \\\ PROPOSED CG-11 ENTRANCE (TYP.) \ w � \ \ w w w PROPOSED WALL - - — - - _ - - g' z - - - - 1 \ \\ \\ v\\ \ \\ 134 \ (MAX. HT. = 6') \ I - = \ J - - - LOT \\ PROPOSED STREET SIG / w \ w w w �. I \ \ \ \ 1 \ \ \ z LOT — — _—' S . "' y6*°°.. .) a 12 \ I I I LOT J \\ LOT 0 3 7 \ n I \\ 132 1 \\ 15+5° c� ^I PROPOSED GARAGE \ FRpN \ MPX P.l \ \ RpN 4 - s'l = - + 1 - cn m \ 18'x2o' MIN. (TYP.) LOT \ z5 \N• 5 6ti ° \ - r o Ln \o. \ N �m \ \ \ .\BACK \ 8 M CKISYP.I y�G \ PROPOSED SWIM { / — — — I \ \ 131 SE, \ !8P +pO �C� tih O Z // / \\ \ \ I LOT t \ \ Pie o a \ PROPOSED O PLANTING STRIP \ GPR `' 5 k ' \Di 1 z ' o+z �� .. �= w w w \ FACILITYA' // \ \ \ \\ / l PROPOSED CG-9D ENTRANCE (TYP.) I LOT I I I 130 \ \ - ' �M\gPCKIjVP.I S\GNP R PT' N � z W W L`\ _. -.- f- i. 12g. I I I I \\ \ \\. �.% \ \... 5 w w w \w PROPOSED WALL N W \ W PEN \ (MAX. HT. = 6')� �// 126 / / � : • ' ° : ... , \ \ I I I_ _ - _ 4 +o° � y P 14+50 � EI y w w ,S ACE w \ w w / 7 I - - - - - 1 PARKING ALLOWED ON \ �, g6' i4 t PRC�-` - i 2 EIP P I - - - - - THIS SIDE OF THE STREET F �V .l jYP l M �� / / 3 0 W I PROPOSED 5' CONCRETE SIDEWALK' / '�" � I I I I � zg` � -'� ROAD 'ARE i ,PROPOSED STOP SIGN 1 ^ PROPOSED CG-6 CURB (TYP.) - ° W W w w \ w w w \ w w w T 1S bz / v L - - " - - " - - - .' POSED \CRI`N 0 by ROPOSED CG-ii ENTRANCE (TYP.) $F�Bq / 0 3 PRO 4 Pl1g\ ° ht 36, pIC FL 33' a 38' }pO , 8d zSR / �-LLOT \ / / 13 \ - .: PNC� 2 - - Nrl —a-ROPOSED STOP SIGN 98 0 6i Rl N-RIVI 5 A�j5� PROPOSED SPEED LIMIT 1 a ._ . • . zo' \ Iv -" 11 \I / w w PROPOSED WALL / - \ -e 0' - - - - 1 io+00 io+ o - - w -ii+ o o iz+oo - LOT A - w I MAINTENANCE EASEMENT / 15 ii foo 5 0 }l - - \ M m PROPOSED PLANTING STRIP \ \ — w LL I — _- _- i o -SIGHT DISTANCE=28o I a5 q7 _ y o w w \w w \ w I L T - - _ - v N ROPOSED CG-11 ENTRANCE (TYP.) (TYP.) \ 89 m �1 0 N - - PROPOSED CG-iz TYP. + '� W w l w \ w I ^ I 125 SIGHT DISTANCE=z8g— _ a5R- N - - " \ PROPOSED STREET SIGN m \ LOT \ -- --- �SR ti� 6i . ^I LOT N \ : ^ �1 w w w w w\ w ---1 W W \ I CA NO PARKING' SIGN FOR CUL-DE-SAC ROPOSED CG-6 CURB (TYP.) :.. a - a - - M I 110 I N P 96 nl z I \ \ \ ti - -38, :. - - - 'NO PARKING' SIGNS TO BE PLACED W I Q w w Iv w PROPOSED WA ' ' ti - R ROPOSED STOP SIGN O WALL / ' i \ /PROPOSED CG-12 (TYP.) " ° EVERY z5o' ON THIS SIDE OF THE STREET t LOT 6' \ 9 > \ \ LOT -1 0 w\ I (MAX. HT. =III) \ \ / \ \ / PROPOSED STREET SIGN p 111 1 "°1 io FjC FIB 95 o wll F PROPOSED 5' CONCRETE z O '; Q I 1 LOT z9 v x SIDEWALK moo`w II 8' — 1 �1 °. o N Q LOT a O- i c I 0 I log 1 54 RI`N'R LOT 11,41 � my — 1 0 - J. 1 � a m N 94 PROPOSED GARAGE o z \ ROPOSED 6' PLANTING STRIP J p 7 _ — — — 10? o " " o? a TYP.) r I m a8 iz'xzo' MIN. TYP. �I NO PARKING' SIGNS TO BE M SIDE SEA (— I N \ \ / / / PROPOSED CONCRETE SIDEWALK I V O ^ 8i— — — — — 1 4 LOT " o O LACED EVERY z5o' ON w w PROPOSED WALL \ o 5 0 - - - - n ' 0, M I � m` BOTH SIDES OF THE STREET O -z- ��� (MAX. HT. \70\ \ / /. ---- ----_ Q b I -\O 93 \; i O \\ \ \�F9 \ ✓ PROPOSED DRIVEWAY (TYP. flu u _ - $9' - - - - _ m�N LOT PROP N I � z 88 N /" I I — o v O w PROPOSED SWM FACILITY \ \ �s\ / / LOT / �[ - - - - - - ° - ° g 112 1oi' I Ix \" 0 II M OSED CG-gD ENTRANCE (TYP. v I & MAINTENANCE EASEMENT \ FT\ / / PROPOSED + M \ 3 00 " I LOT PC: zi+o3.5 n—i LOT — J LOT LL l d / 12 C DQ \ J I LINE (TYP.) Q w n \ / 12 M -1-1 Z 1 �1 I 10] o \ II < LOT EXISTING MANAGED \ \ �o > / � b " I + ,� PARKING ALLOWED ON I STEEP SLOPES (TYP.) / \ \ N f THIS SIDE OFT S TREET- -=� w 1 N V) w \ 10 8' PROPOSED GARAGE \ — — _ _ z5' E P-E/P _ — — — — — — t I — — — — — — — — 98 r 5' SIDE SETBACK (TYPJ _ _ _ V 1 PROPOSED 4' BIKE LANE O \ 18'x20' MIN. (TYP.) \ \ \ \ — — — — — 'NO PARKING' SIGNS TO BE PLACED — 0 r L 1[ 9S� \ \ o — — — EVERY 250' ON THIS SIDE OF THE STREET - ^ o Z I Q 'NO PARKING' SIGNS TO BE PLACED.. '; I � I I I I i I I � ,, LOT Q 1 I �, • Q Z \ \ \ w L III IILI ul- / EVERY z5o' ON THIS SIDE OF THE STREET + I 3. o i �--� \ " ROPOSED CG-gD ENTRANCE (TYP.) 1 9 I I o W w w� m I�I�mr" / / v V { EXISTING ioo-YR FLOODPLAIN (TYP. \ eTu V / \ \ \ z LOT - ) PROPOSED w uell- / \ \ / 9'FjC:P I I I h O _ / \ \ \ /C o I 86' N W F // / LO I w 1o6 I o I i II Q LOT LINE TYP > s u w hlIli"I�� FRON� \ LOT N-Q " LOT 1 I I J J m \N• ��P 11 - I w o II Z W w w �\ 11h, NMI, \� y\ \ \ \ \ \ / / 8 MgKLr< 1w S4'R 3 , I - zoi' Z 9� r I w w wl\, // \\ \ / SE�i /b R/W �--I— = I a Q 3 - 1 1 Q l // \ \ / / / S�. PARKING ALLOWED ON - I > I Q v 85' ` I ® W w �ul- BLOCK 16 / \8,. / Otl LOT OQ Q LO XISTING STREAM (TYP.) _V / \ \i / tih - THIS SIDE OF THE STREET 6, - I Y a N LOT 1 O w w m II /j \ \\ / n/ 9 I 205 Z m \ \ i1111�11 mill �.-I''' \ \ O " - - I Q m C) W d $9 W till c /� �� LOT mI U s j °3 I I L9 O W FUTURE PUBLIC GREENWAY TO BE% mm= mWl�%EW='' / / / LOT / { � r r \ 11tF vW ioz' J � ^ 85' - N N i I J � � DEDICATED O ALBEMARLE COUNTY W " \ Lid l'I� wu E LI-EMI / // 119 / \ I I a I o a N LOT r-i 0 m I�m�l m�T I 1 Q (!) ATTIME OF FINAL SUBDIVISION PLAT, w w W \-IIwialF / { % m� LOT o 88 n PER PROFFER #2 OF ZMA2o1800011 �v /I \ // I a I 10 ° w _ I 1 + ROPOSED CG 6 CURE (TYP.) J - I PROPOSED GARAGE of 4 m . 4 N ?' vi n $31 = / - - 4. N L 1 PROPOSED CG-gD ENTRANCE (TYP. 48R 'r4z I 1 LOT �PROPOSED I t U Q I II It - - h - _ =xzo' MIN. (TYP.) - 103.' z ¢ W 8] N I LOT LINE (TYP.) 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Az / I PROPOSED WATER\ / / \ \ \ \ \ LOT / \ s / yh \ �Q MH- / p( �� SERVICE LATERAL (TYP.) v V V A \ 4 S EXISTING PRESERVED STEEP SLOPES (TYP.) I r / / / - > PROPOSED TYPE A -38 SHALL PROVIDE FUTURE -BLOW-OFF ASSEMBLY / i \ \ CONNECTION TO BLOCK 18 / —..\ � � \ / / / � O I / / p ' LOT \ SCOTT R. LLINS� Lic. No. 035791 11 p 03/21/22 "Ai F Q CD N N M / ii PROPOSED SANITARY SEWER / PROPOSED 20' ACSA, / // i J // LOT UTILITY EASEMENT / / // �/ PROPOSED F RE HYDRANT / Q_ SERVICE LATERAL (TYP.) 1 / / l/ l 6 v i _ ASSEMBLY w/12"x6"TEE L9 OD i--- --L-- --- t___--------- (f) I / MH-1A " "•"� — S�s " In — — — S 5 W W �Illpl�illllll / MH-3�0� x �� / / W w III I / / // / 10 wPllmi� — I I lill ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS 04 p[ — — — — _ i EE %/ SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. Q — — — m PROPOSED 22" 45°BENDHI EXISTING STREAM (TYP.) tiilill' - % i--i Eel I II / _ W W- - 'mWu ROPOSED 12" 45° BEND / P _I I I PROPOSED SWM FACILITY TF Vic, / / O V — , 7( PROPOSED 1z" DI WLu lI ATERLINE / O L9 ~ O LLJ � ur \ mml / i--i FUTURE PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY�� @ AT TIME OF FINAL SUBDIVISION PLAT, I - tiJ a OO \ = J J -- R PEP. PROFFER #2 OF ZMA2o18000u o° I O I II �DL-aIII-I�m: mIIII lu u / li OPEN ��SPACE EMT OOO W U�w Hill 3 iz" 2a5°BEND i 11 PROPOSED r-i gp ul OREMOVEB OW-OFF&TIE-INTO 12" G.V. INSTALLED WITH THE / / O \ LLI PHASE 2 POLO GROUNDS ROADLd - V PLAN, SUB 2017-117 / w NOTE: WATER/SEWER CANNOT BE ACTIVATED �I u �,WmLl FOR BLOCKS 16-17 UNTIL POLO GROUNDS ROAD ICI O (� \S// w W A PHASE 2 PLANS ARE APPROVED, CONSTRUCTED, TESTED, AND ACCEPTED. o W W W W PROJECT BOUNDARY (TYP.) U JI p T� -- - / R W{ O J J S 30' POLO ROUNDS / � ' � � ROAD BUFFER 10 �� s —- ,� ��DO /�O GRAPHIC SCALE Z _ I— W yyWWW s r s �� --- - e — - SEE PHASE z POLO GROUNDS ROAD PLAN — W W O ( IN FEET) w FOR DESIGN OF 1z" WATERLINE EXTENSION, _ _ _ — — — — — / O O O 1 inch = 30 ft. a Ln JOB NO. SUB-zo17-u7 STATE ROUTE 643 POLO GROUNDS RO182150 AD \ — — �— O -- - _ _ EXISTING PUBLIC ROAD _ _ SCALE FIRE HYDRANT TO BE INSTALLED WITH o _ v sa\ \ s� --- 1 =30' PHASE 2 POLO GROUNDS ROAD PLAN, —sue — SUB-2017-117 SHEET NO. T ���� 8 O LOT LOT 45 \l � 3 1= �79 I MATCHLINE - SEE SHEET ZO PROPOSED 8"DI WATERLINE S o I / /\ \ — \ / / LOT // / 0 3 y / PROPOSED SANITARY SEWER PROPOSED "EXISTING PRESERVED / \ \ F / / ® STEEP SLOPES (TYP.) / \ \ \ I / � / � � � � � •°�•///SERVICE LATERAL (TYPJ I/ i2"x8" TEE L / PROPOSEDWATERLOT 8��GPROPOSED 20' ACSA \ > \ PROPOSEUTILITY EASEMENT j^$21 SERVICE LATERAL (TYP) /7SERVICE LATER / / / / LOT / PROPOSED 8" DI WATERLINE PROPOSED q" DI WATERLINE J I I I /OT / j\\ � 43 / / / 3 / I LOT 3 LOT \ \ \ \� ROPOSED TYPE A / j / / / \\ \ / PROPOSED SANITARY SEWER 77 xH / BLOW -OFF ASSEMBLY / / \ / SERVICELATERAL(TYP.) �0 3 d. ry PROPOSEDTYPEA_ ROPOSERRELEASEVALVE \\ \\ OPEN / LOT %/ / OT / BLOW -OFF ASSEMBLY /� �v vv / // \ / / /� V \ SPACE v 42 t / i \ / \ LOT / I' / vv yA / V LOT V / / O , � FUTURE PUBLIC GREENWAY TO BE / / \ \ \\ / • . \ \ � \ \ ( / 3 / 75 i DEDICATED TO ALBEMARLE COUNTY / / \ \ / / \ 23 e AT TIME OF FINAL SUBDIVISION PLAT, vzZ\ p OPER PROFFER #z OF ZMAzoi8000zi \ / \/T \ \ ✓ \ / / / / . ' °° 3 / OT \ / j FIRE HYDRANT / 3 • I / OPEN / /PROPOSED SANITARY SEWER / 14 / b/ _ _ — _ — — \ / \\\\ \ i ff� SSEMBLYw/8"x6"TEE SPACE / SERVICE LATERAL (TYP.) // `' a 444 _ — — ` 1 \ � �\//LQT O I / / \\\ \\ j / // / - 1 i I LOT 73 / / /j y �/ J 7 O I \ / / LOT / s PROPOSED 20' ACSA I 4 \ > xho LOT / / / x�\ 1 3 UTILITY EASEMENT / tih / 7 / 3 � O - / PROPOSED 4 DI WATERLINE ( / / ti1 / LOT / I / I LOT / / / / / MH-z LOT // 3 -24 J / // I 40 71 ' PROPOSED zo' ACSA / UTILITY EASEMENT\ / / / / \ / / / / / /PROPOSED z0' ACSA / / \ \ \ \ \\ \ LOT / / a UTILITY EASEMENT EXISTING ioo-YEAR FLOODPLAIN (TYP.) / / 3 / / \ / / o /� \ ✓ / LOT \ / x° PROPOSED 8" DIP SANITARY SEWER /PROPOSED SANITARY SEWER'/ 39 / / / / h /\ / x / SERVICE LATERAL (TYP.) / / / PROPOSED SANITARY SEWER / / N / / PROPOSED WATER / O I < \ \ SERVICE LATERAL (TYP.) / j SERVICE LATERAL JYP) , I PROPOSED FIRE HYDRANT LOT / / a PROPOSED SANITARY SEWER// f ASSEMBLY w/ 6"x6" TEE / / / \ \ 38 / / / i / SERVICE LATERAL (TYP.) LOT / / LOT \ / / \ \ 2 / / / f / PROPOSED WATER / o / / O i/ / PROPOSED WALL I I PROPOSED WATER \ 5 / / / \ h 7 I / / \ SERVICE LATERAL (TYPJ x _ / v \ \ / / A h // = (MAX. HEIGHT=6') I IISERVICE LATERAL (TYP J / / A � i - y . ' / � xho � - � � " I \\ // / / \\\\ / / / %/ / / LQT / y ROPOSED12"DI WATERLINE 27 / 1 1 1 \\ \ \ / / % LOT \ \ \/ / i ROPOSED.8" DI WATERLINE 69 % / W y ROPOSED 12G.V�� LOT \ \ \ / // \\ y/ l / LQT //// PROPOSED FIRE HYDRANT II / a z6 \ U / / ASSEMBLY w/ 12"x6" TEE ' PROPOSED 8' DIP SANITARY SEWER / / ROPOSED 6" 4" REDUCER / I I \ / / \j o f j 68 / 4 c / / / / LOT / / > / / / '— � / \ / x PROPOSED SANITARY SEWER / / SERVICE LATERAL (TYP.) N LQ lu 3Q } / PROPOSED WATER / / LOT / LOT I / 1 pQ / SERVICE LATERAL (TYP.)_ / 35 d l l I / O j/ 11 / j/ // /�\ / / xho / n \ LQT / EXISTING MANAGED //I J � / / / / � \ / / a ti ° � , . \ 65 // . ; xh � STEEP SLOPES (TYP.) seal / O� / / / / \ \ LOT PROPO/SED WATER3 / O SERVICE LATERAL (TYP.) f / LOT \ LO 64 �� I; I iy I I I I � .. I ';• / / l �<�� ��� � � / / / LOT \ \� / / w / / '' o % At IPROPOSED SANITARY SEWER I I LOT / / PROPOSED SANITARY SEWER PROPOSED zo' ACSA /J�pQO SERVICE LATERAL (TYP. 1 I o O / / \ SERVICE LATERAL (TYP.) _, �Q3 LOT o I / / / / �> � J % / UTILITY EASEMENT I 3 29 / / / Q PROPOSED WATER v �, I l LOT / / %O � \ \ 3 / / �✓ SERVICE LATERAL (TYP.) jJ��3QJ 2 \�LQT � �� ho `TQ���t`�0000, 61 LOT PROPOSED SANITARY SEWER Q�p 31 / / f LQT SE\ ICE LATERAL (TYP.) I ° ^ \ / I I I I C I 59 \ \\ W — — — SE \ \ \ PROPOSED WATER ;' / PROPOSED FIRE HYDRANT / Q� tiP —PROPOSED zo' ACSA — \ \ \ / r / ASSEMBLY w/ 8"x6" TEE / Q AUTILITY EASEMENT \ \ SERVICE LATERAL (TYPJ; / r LOT LO i II I I' PROPOSED 6" DI WATERLINE \ \ \ \ \\ / / / / f 3 PROPOSED 8" DI WATERLINE ALP / / EXISTING STREAM (TYP.) W ° o PROPOSED WATERI I \ / ti 57 SERVICE LATERAL (TYP.) —� I / s LOT / / ROPERTY BOUNDARY (TYP.) 5 OPEN SPACE 6 io I i � — I / •PROPOSED 8" SDR-z6 PVC SANITARY SEWER PROPERTY BOUNDARY(TYP.) LOT NOTE: ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS yti / / 55 w 1 — / / } SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. PROPOSED 12" DI WATERLINE / DDI , PROPOSED 8" DIP SANITARY SEWER \ 11 \\ \ \ ,\ ' ° � -• s / 54 \ ��// � W 3 \ ^ \ ROPOSED zo' ACSA UTILITY EASEMENT / 0 Y //! LOT 3 / I FUTURE PUBLIC GREENW O EXISTING SANITARY SEWER 1 ti \ DEDICATED TO ALBEMARLE LE COUNTY TY � � 3 J • q '> � , T\ \ \ / o / •� � � ATTIME OF FINAL SUBDIVISION PLAT; PROPOSED WATER W PER PROFFER #z OF ZMA?oi8000u \ \ SERVICE LATERAL (TYP.) \ \ k �\ LOT \ \ 3 CF�o PROPOSED FIRE HYDRANT / / LOT 10 \ \ \ , ASSEMBLY / / 2 / 1 EXISTING PRESERVED oo / ` 5 / kOPOSED FIRE HYDRANT / STEEP SLOPES (TYP.) 9 \ \ \ \ \ yti PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) ASSEMBLY w/ 22"x6" TEE LOT sl GRAPHIC SCALE / 5o CC OhEN \ iPROPOSED 8"x6" REDUCER `ro ti \ / MATC N E I-i T 8 , " " s a" s" SPACE �\ ` / Ol49 0 / s ( IN FEET ) EENWAYTO \ V A V A / �a xho 1 inch = 30 ft. / LOT > PROPOSED / OT / BE y / \ \\ \ \ / y °i PROPOSED8" 48 y1 ° 8"x8" CROSS o IARLE COUNTY / A A 9 (4)-8"G:V. /DI WATERLINE•, PROPOSED zo' ACSA/ � / / - � � PROP058" PVC SANITARY SEWER DIVISION PLAT, / \ �2 / \\ UTILITY ELOT ASEMENT x0 ZMA2oi8000iz 47 -W ( \ SCOTT/R. Cl�•LLINSZ Lic. No. 035791 p 03/21/22 "Ai F Q CD N N M Q L9 ti O ZCl? `MTTJ VJ F1 N > M 0 N U) O W 04 0 N � a W > z Lu J J � Lu 0- Lu ~ C L90 Lu z= `� U Q W Lu z ul`W 1 vl ,--I ZLu as Lu � cn JLu u o J< O C: J N = UO w 0 � w a � � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 9 w FUTURE PUBLIC GREENWAY TO BE v v i DEDICATED TO ALBEMARLE COUNTY' � - / / PROPERTY BOUNDARY (TYP.) �� ,i, ,i, ,i, ,i, ,i, w ,i, ,i, ,i, ,i ,i, �, +ATTIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA2oi8000ii r r / w w w w w w w w w *v w� O w w w EXISTING PRESERVED U / m G / ¢¢¢STEEP SLOPES (TYP.) m , J �✓ Ji w "/ Ji � w � Ji w w � w w w Jr w w Ji � w -. ~� �_ ' �� i FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY \ w AT TIME OF FINAL SUBDIVISION PLAT,`' 1' `' \1' \1' ° ° \1' Ij11 \1' `' \1' 1' ° \ PER PROFFER #z OEZMAzoi8000s} w �� V A PROPOSED TYPE ABLOW-OFF ASSEMBLY PROPOSED zo' ACSA 1\ \ \ LOT UTILITY EASEMENT PROPOSED 3o' ACSA UTILITY EASEMENT IN \ PROPOSED 8"\ DIP SANITARY SEWER 31 �� �\ ISAREAD T \\ LOT \ \ � TH DUE O SANITARY SEWER DEPTH\\ \\ 134 A LOT \ \ S 3 \\ �� \\ �� � \ PROPOSEDTYPEA / w w w w /' \ \ \ T \\ \\ 133 ( BLOW -OFF ASSEMBLY �/ \ - - PROPOSED SANITARY SEWER \ e° w / w \ w w/ A\\ LOT \ I d I V LOT \ SERVICE LATERAL (TYP.) PROPOSED WATER H- o 127 V LOT I I - - 1 I I I I VA 132 SERVICE LATERAL (TYP.) % s \ \ \ � / � \\ \ \ � I I f I I I I I I I I I (I I \ \ \ � \ � — � z ••° . • 4 15+5° _ w J / W N k \w PROPOSED WALLS // PROPOSD SANITARY SEWER _ - - N 1 I _ _ I I I LOT \ \ \\ \` S / °w ,y\ ,i, (MAX. HEIGHT=6) / PROPOSED 8" DIP SANITARY SEWER 131 \ 5+p0w� 3 PROPOSED 8" DI WATERLINE \ /SERVICE LATERAL (TYP.j / / I I LOT W \ \ ` / j 7 / \ \ i I II i I I I LOT \ J \w/w PROPOSED 12"x8"CROSS w OPEN w , / /`/ / / \\ \ ( Ll _PROPOSEDzo'ACSA 1zg 130 \ \\ — s4+5° w p / ) s ,.>. z iz" G.V. W W 1W \ UTILITY EASEMEN If W R W W q' SPACE \w I/ PROPOSED SWM // / LOT (z) 8 G.V. \ \ FACILITY / / 126 I s ` PROPOSED \11\ lHYDRANT w w ASSEMBLY w/ zz6TEE w W X w \w w w w \ W \ � PROPOSED WATERi � °' \ z L - I H-zg � � s ° •• S PROPOSED 8"x8" TEE \ w w w \ w \ w w T 'SERVICE LATERAL (TYP j PS(� PD 3) - 8" G.V. ROPOSED 8"1 I WATERLINE o - L --- ---- -- - s 7 LL w F20 ° `' 8"x6"REDUCER ^ PugL\C LOT \ I O 98 3 W W w\ \ w zo+oo io+So " ii+oo zz+So °o Sz+ 0 _ w w ROPOSED 6" DI WATERLINE . MH 35 LOT I w w w\ L- w w W W w w. wW " w /// \ PROPOSED SANITARYSEWERI 3 \ \ I IC ..^ � -( \ \ ,• � LATER w w w\ ---h�� 1 +, 1 LOT (TYP.) 1 I y 1 1 SERV E LATERAL PROPOSED TYPE A _ _ _ t i0o 96 W W W W \ FF \ PROPOSED 4" DI WATERLINE PROPOSED 6"x6"TEE - - - - - PROPOSED FIRE HYDRANT PROPOSED WATER / r II Iw `h\\, - I BLOW-OFFA�EMBLY \ a / (3)-6"G.V.; /I I IASSEMBLY w/ 6"x6" TEE SERVICE LATERAL (TYP.) I 1, \I LOT W w I w / °ITi \ / / / /\ \ / 6 x4' REDUCER II ) LOT II LOT 95 - I \ " I I 1 I LOT y + I UTILITY EASEMENT 209 �_ �UTI OSEASEMENT °+ + I 1 III LOT \ / � PROPOSED zo ACSA H v 0 -1, v �, 3 W wl w A 124 LOT I 1 y W 11 1 mow_ \ \\ \ \ "II I .b I� 4 III L PROPOSED SANITARY SEWER I ° _ PRO' DS M I \ 94 y W - UNDERGROUND \ \ / / z I PROPOSED WATER - SERVICE LATERAL (TYP J v DETEN PROPOSED 6" DI WATERLINE CSERVICE LATERAL (TYP.)_ — — — — — j LOT 3 I 3 F ILITY \ \ \ (TYP.)- PROPOSED EASEMENT - _ - I I I - - - - = _ - - _ _ - - - - 1 1o$ -a\ I LOT •• w ull \ SI- - - o " + LOT �I 1 93 PROPOSED zo' ACSA I h - 1 LOT j I /r _UTILITY EASEMENT - - - 0 I l I _. _._.. + 112 12 jliilTl- / l I - 1 1, LOT + p p 3 I i�l - I EXISTING ioo-YR FLOODPLAIN (TYP.p lu e / L LOT LOT MH_ z m Lu a I _ul NOTE. PROPOSED ACSA ACCESS I� _m w w I..0 \� l uu= I PROPOSED 8" DI WATERLINE o 9 / EASEMENT SHALL OVERLAP PROPOSED Llil° I 12 , 107 e ^ 3 y w / �luil_I t \ W° _ / ROPOSED 8" PVC SANIT I _ + Y 1 , I w V L=i SWM FACILITY ACCESS EASEMENT = / I - N ARYSEWER s � -. I I I I I\ I b1 > m a_-------- I sED SANITARY SEWER I D - - Q v�/1/ SERVIPKupOCE LATERAL TYP.) I - - - - - _ _ _ - - - - - \ F e ^ _ _ _ - — =i- _-+ - 11 I -PROPOSED 8" DIP SANITARY (SEWER w � -�I 5 v y T ° II ------ d j ��0 m u H-z6 I/% \ n- O I I I LOT Z CL m l 1 I 0 4 3a LOT 3 . -PROPOSED WATER _ '' 0 L cI I io6 $+ I� TYP.) PROPOSED FIRE HYDLOT PROPOSED WATER o ASSEMBLYw/6"x6"TEE- SERVICE LATERAL (TYP. N Q113LID �SERVICE LATERAL LOSul~II �,t--] �oT N 3I j / I " PROPOSED FIRE HYDRANT I /// / / PROPOSED6"x4"REDUCER - a - -- -_=_ _ ii 3 ASSEMBLYw/8"x6"TEE 3 PROPOSED zo' ACSA \ / LOT UTILITY_EASEMENT //\ \ / / j 0 /" 1-jz� z -z - - I105 p I $ T y � / � nilTlll'w LOT W O PROPOSED SANITARY SEWERI o 3 :. TIE -INTO EXISTING SANITARY w W _ _z / /I-1i ii-I I' // / / LOT / \ / ti / / ! / I PROPOSED SANITARY SEWER I z3v I I SERVICE LATERAL (TYP.-)- SEWER MANHOLE W \ DEDICATED FUTURE BTO ALBEMARLE COUNTY / / 11 ! / \ I 114 SERVICE LATERAL (TYP.) I Ln ¢ m LOT } N W w W \ 'AT TIME OF FINAL SUBDIVISION PLAT / / 9 PROPOSED 4 DI WATERLINE a I LOT o Q a "I 88 �LI / - - MH 33 I o PER PROFFER #z OF ZMAzoi8000u / / I 204 I O w PROPOSED zo' ACSA_J I I d/ 4PROPOSED WATER -I I EXISTING STREAM (TYP.) W W \W W W C� / I SERVICE LATERAL (TYP.) f N - - - �_ Q a UTILIT LOT MENT /O W \ UTILITY EASEMENT - - I J 3 _ PROPOSED zo' ACSA- I I $7 LOT 3 b 0 EXISTING MANAGD"" W N E w w STEEP SLOPES (TYP.) / i \ PROPOSED 8" DIP SANITARY SEWER / I - _ _ - - ° _ 86 I PROPOSED AIR -RELEASE VALVE - LOT --_ _'L I I I 3 3 _ _ _ • • LOT v• . \ �1 \ \ PROPOSED SANITARY SEWER \ / 11 EXISTING SANITARY SEWER \ \ SERVICELATERAL(TYPJ 5 _ 85 / LOT 11 DD \ \ \ UTILITY EASEMENT - S L \ \ \ \ // 102 a I / - - I `on / O w OPERTY BOUNDARY TYP. \ \ \ \✓ j PROPOSED 20 PRIVATE % / 34 / \\\ \ ' \ / \ \ y \ \ PROPOSED WATER / ( ) \ / / �� � \ � + 3r=PROPOSEDA(R-RELEASE VALVE - w w w w w \ \\ / PROPOSED TYPE A-, LOT \ \ \ SERVICE LATERAL (TYP.) I' LOT `, w �\ PROPOSEDWALL AAV // 'BLOW -OFF ASSEMBLY \ A\\� 116 A /� LOT 84 tl SCOTT/R. CBLLINSZ Lic. No. 035791 1� p 03/21/22 "Ai F Q CD N N M L ti ZM C'7 O N CYM N O N N AIR -RELEASE VALVE Q W > Ld z J C0 Lu L- O z= U iz" DI WATERLINE W Y Lu n ROPERTY BOUNDARY (TYP.) ZLu w C0 Lu Of J Lu y / (MAX. HEIGHT-6') / // I \ \ \ \ / 3 PROPOSED FIRE HYDRANT \ \ / w w w w - VA / A / // s / 1OT / UTILITY 101 'd ASSEMBLYw/iz"x6"TEE I PROPOSED zo' ACSA \ / / 7 w Y EASEMENT / PROPOSED SANITARY SEWER �3 LOT OPEN \ \ PROPOSED 10' PRIVATE \ \ i/ / SERVICE LATERAL (TYP.)1 3 83 0 3 w w w SPACE���.�. UTILITY EASEMENT \ �� / LOT °- \ i% " ' PROPOSED 8" DIP SANITARY SEWER O b w �� z== _ �� A \ ii 100 o / - w w/ LOT �_ PROPOSED: ACSA / 3 / I EM/Ir - •, 3 'I / - I / w EXISTING PRESERVED �� �� / LOT UTILITY EASENT STEEP SLOPES (TYP.) NOTE: ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS 99 1/" / $1 L PROPOSED 8" DI WATERLINE w / \ SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. GRAPHIC SCALE 0 H 30 " i5 30 60 OPEN /��, �; 1 LOT + - ° N 8o I / SPACEco(� MATCHLINE - SEE SHEET / LOT y 3 / ( IN FEET ) 9 / "e _ : • / _; LOT / / �r \ 1 inch = 30 ft. / P I_/ WATERLINE \ `Y Q z O II r-i m V) Lu Cz G C z Lu F_ U Q r-i 06 z 1 rl rl O f� J r-i OW 0�/ F LL w w Ln JOB NO. 182150 SCALE 1 "=30' SHEET NO. 10 40333og BSMT \ 6. so \ \ 46A 4/.00GA YDlA 4�I - 3 46 39333 i • "� \ \ zJo 4oi, FF l✓ I i6B / TH Q LOT �, LOT PROPOSED 8"HDPE ROOF DRAIN SYSTEM II J I♦ _ — W I 'w \� PROPOSED PUBLIC ] yo • q� 45- 4 33 8 to PRIVATE DRAINAGE EASEMENT GAR s / �� W= I W o DRAINAGE EASEMENT / / 1 LINE_ 5 ET z % �_ ENDo \ / LOT / / /_S OTT R. LLINSZ WALL ' % t �� 3 .67GA / ic. o. 3579 L' N 0 1 STA.2+25 ax �i oo. FF 47 A // /� / / FUTURE PUBLIC GREENWAYTO BE / / \ — 30 " / - 9xh° y o LOT / i5 / ! / 03/21/22<v DEDICATED TO ALBEMARLE COUNTY 374 w " \ 34 \ o \\ PROPOSED DRAINAGE SYSTE ROPOSED GUARDRAIL, 0�� Gti ATTIMEOFFINAL SUBDIVISION PLATy' f 374BG 29 ', 46 / ' °° 404 / SSIONAL E� / ER #2 OF 2MA2oi800022- /374 w?67Bw 33 \v '98 y ti�x NOT NO PROPOSED GRADES SHALL EXCEED za S OPE / PER PROFFER 3 � � • o.6GBW r 3i 96 \\ PROPOSED 22" HDPE YARD DRAIN SYSTE / / TWA 99 I YD-1 00 w/ io' PRIVATE DRAINAGE EASEMENT I PEN /37oBG 68.6W B�xo� / �% 7 axso Z��, 7 S PROPOSED PUBLIC I I V SPACE 374✓ �\ (� Q � OQp �� So DRAINAGE EASEMENT OTE: LOPES GREATER THAN 3a SHALL BE PLANTED WITH NVIV — PROPERTY BOUNDARY (TYP.)/ ` v O F 4° STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION .y, 366.67 BW.., P O 2 �9 OS \ , ° „, 74 �� 3 LOT 398.0o GAR FO �OD I j xh / SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. / 366 Bw, 0 P QO 388.67 BSMT V A oo I I / PROPOSED UNDER ROUND `� � / � V\ - 39� �3 % PROPERTY BOUNDARY(TYP.) QO DETENTION SY TEM B � , - ((( � s w � �� /'' yv �� �� °• M� 12 B V PROPOSED WALL v / LOT 395667 F ^ M.10 ? �xo (MAX. HEIGHT=6') �) ( 32A � / i ,' 2 386.33 BSMT / \/ o� u) m EXISTING PRESERVED o m I o\ 1 s STEEP SLOPES (TYP.) �' Z ( \ / �V- 2z- �i� soB� v3 H r EXISTING ioo-YEAR FLOODPLAIN (TYP.) �� s \ // 394.0o GAA v �� S� m z w / PROPOSED WALL / GEO-GRIDSYSTE M W f Cd PROPOSED VAR. WIDTH SWM V / 394.33 FACILITY &MAINTENANCE ESMT / 384.33 n Y � o � � LOT W � 24f0,i . ._ 374 I � - i / / y w 366Bw �� / — / 393.67GAR /� 3 � , , �2% 9433 FF ' � /PROPOSED DRAINAGE SYSTEM ° ° - j / / CD r 39z.67G�R /�� 3 433�MT \ y A �// // / I / / N i 39333 FFE EXISTING PRESERVED W _ / / i 38333 BSMT \ 3g�- \ LOT STEEP SLOPES (TYP.) PROPOSED WALL / °� 3�94.0 LOT 394.0o FFE S GAR \ \ \ w MAINTENANCE ASEMENT�I A 1 (� 384.0o BSMT ! f// / 318 \+ 374 384 LOT PROPOSED 12' HDPE YARD DRAIN SYSTEM 3 �� // W/lo'P� I / ' 68 BG \ RIVATE DRAINAGE EASEMENT / < / I GEO-GRID SYSTEM 3 8BG 66BW / ��\ 3$0 ✓ �� w 3 6 \ �� 336668 66 B W I V A � - I � z i Q IW W W W START OFv_ 68 BG _ - _ — A 1, V _ / / / � y �4 .. i I l / / / / W _ 5 - - / ti y WALLA 1 366 BW _ -38SA Cl? STA. o+oo 2 / / w� PROPOSED PUBLIC Cy') V) -_ — / bRAINAGEEASEMENT W W w WYD-b PROPOSED VAR. WIDTH SWM ) / o ' / / / � / VAR. WIDTH SWM 6A I W • W / p + / ) FACILITY &MAINTENANCE EASEMENT / h /��o 86 j / f f f ti FACILITY & MAINTENANCE EASEMENT o - 364 6 N EXISTING STREAM TYP. ,►�/ / 5 ° / 366 / / / W O LPL--111111= ICl/' /... a 61 I �-asv r ems: w PROPOSED J/ ,Lu -, J DETENTION J0 OPEN SPACE EASE / Z1.BASIN'B' > Lu 66 � �,�o � Z / / / / / / / / / / / L9O w Z = / / _J / _W Q =11�- _.ICI � NOTE: VDOT WILL ONLY MAIN AiN I HIN DRAINAGE \ � / � � � � � 1 ' u 4 max° �� EASEMENTS TO THE EXTENT NECESSARY PROTECT / / x J o 0 FUTURE PUBLIC GREENWAY TO BE 1� -III -� � 358 / THE ROADWAY FROM FLOODING OR DAMAGE. I / / U J 06 DEDICATED TOALBEMARLECOUNTY (�AT TIME OF FINAL SUBDIVISION PLAT, PROPOSED DRAINAGES' 1 4 M /j I f PER PROFFER #z OF ZMA20180001 / / z H Z Q P IN PROPOSED VAR. WIDTH SWIMr_. �\ SP CE'356 w I I I I I I I I W 1 FACILITY &MAINTENANCE EASEMENT / „ _ Lu 34 6 PROJECT BOUNDARY (TYP.) j "- s O o �' / 1 v v Vn WWw _ W J I 35 — - -- -- -- �,` I I j (�j EX-B8 1-35z �y��= 30' POLO GROUNDS 3� s /�- / � II 'J 0 54 ROAD BUFFER 350. - �54 s � �' , 52 - W W W W W . W _ I I \ \ \ O N �--� -- __ - � _, _ � W W � W W GRAPH ALE � -- \ � \ I IC C � Y W �W I y W' W I I 30 o i5 � 30 �W ---- _---ETIE-INTO STORM STRUCTURE INSTALLED WITH 3 \ O / — — —---_--— - PHASE z POD ROUNDS ROAD PLAN, 4Jl,. �/ I _� inch = 30) ft. ��� �� w IN FEET w SUB zoi ii 0 z SEE PHASE 2 POLO GROUNDS ROAD PLAN _ I —\� \ 1 \ \ \ � a Ln ------ OR DRAINAGE IMPROVEMENTS, �- _' SEE PHASE 2 POLO GROUNDS ROAD PLAN \ JOB NO. - FOR DRAINAGE IMPROVEMENTS —1— \ \ 182150 —_------- SUB-2oi7-u7 - _ - � � �\ ,, o /ti SUB-2o2 -u ---- \ 7 7 \ I \ \ v A VV _ 348 --- - -�, SCALE _ 1 =30 _ 6 -_ — -- SEE PHASE 2 POLO GROUNDS ROAD PLAN _�ci \ \ \ u i 4/C FOR PROPOSED POLO GROUNDS ROAD - EXPANSION & ENTRANCE DETAILS \ \ �� i SHEET1N0. 3� SUB-201-ii CO \ Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Pro\ided (feet) 6A 36 12.5 30.0 30 13 30 9.3 23.0 23 29 24 14.8 33.5 34 LOT 1.67FF LOT' I / I \ ' EXISTING PRESERVED/ - - - - - I \\ 45 /\ \ 79 I 442/ z5 \. STEEP SLOPES (TYP.) -_,__MATCHLINE -SEE SHEET 13 / 4 o.°oGAI /, I i■ � / , / \ 1 - j I I � � � \ / / _ So:67 FED / � ° 449�� o i / LOT 44 i G R ° °� w* -.Sd.00 R I / \ LOT 56.0o F E / ! 3 / / % 4�0.67 k d PROPOSED 8' HDPE ROOF DRAIN SYSTEM w/ EXISTING ioo-YEAR FLOODPLAIN (TYP.) / / / \ 21 1o' PRIVATE DRAINAGE EASEMENT / / / / / // 78 / s / z A " PROPOSED SWM FOREST & / \ 430.67 GAR j / OPEN // / / :. 56.0o GA PROPOSED 12" HDPE YARD DRAIN SYSTEM 4 / / / LOT \ 448�( / OPEN SPACE EASEMENT / 43133 FEE 431,0o GAR LOT / / / / \\ SPACE ` / / 43 \ 3 4 FF LOT w/ io' PRIVATE DRAINAGE EASEMENT / OPEN / ry/ / v \i4z1:33$MT_ _ 1431.67 FFE 22 / / \ 4 77 ° / z3 z, \ - LOT \ o / k 48.67FFE' / / x SPACE GAR / � 20 ' \ 430 I > / \ \ / 7 // xh 50. FE / N / \ 4z8.33 GAR \\ - - 8%� ` ' / i \ \ ' / / LOT OT 429.00FFE/ A ��- �� �� / /.� A / / / % 76 4ig.00 BSMT / A / / /� A A 4 42 44633 43 � 1 0o GAR \ 4 447.°o � 36 � / 431 .67FF LOT v � SCOTT R. LLINS_Z Lic. No. 035791 p 03/21/22 "471 LOT GAR o / o �':o E / x / ' 1g o° \ \ i _ / / / , o / _ 3 4 OT N , i/ z 427.33 GAR -� � / / �O 428.00FFE 4294/ 434 ti �� 418.17 BSMT o �DPE PROPOSED$" HDPE ROOF DRAIN SYSTEM w/ /- 4/0 < w PROPOSED 1z"HYARD DRA N SYSTEMIPRIVATE DRAINAGE EASEMENT / m w/ lo' PRIVATE DRAINAGE EASEMENT / 546 - v( /3, ri PROPOSED WALL z o m ' t � •- ��/ v< / // LOT \ t 4 67E 44 /v / zl GE SYSTEM 0 p < O GRID LOT vi, / ��° s - 430.33 GAR -I - I / / 41 4 F / / 0 431.o0 _FE LOT ENDbF H ; .� W ... `. _ .. \ ° xh A ° 2 YD-il ,' x : STAL16 8.5 (A w z FUTURE PUBLIC GREENWAY TO BE / 1$ /' xh I PROPOSED 8"HDPE ROOF DRAIN SYSTEM w/ / 54/0 7 / DEDICATED TO ALBEMARLE COUNTY 426.00 GAR / -aN1 � � I 10' PRIVATE DRAINAGE EASEMENT r / ro ' v W AT TIME OF FINAL SUBDIVISION PLAT„ 426.67 FFE / ✓ - - - - - /i / v � / I / LOT r / � / � / LOT > PER PROFFER #2 OF ZMA2(i8000 i O 43.6.67 BSMT / 30o U - T 24 / 40 �/// 44 LOT / / 426 y - / / 438/33 GAR jo/6�/ 54 \ 71 / 2oB 416 TW W \ _ 6% \ \ o / / / 439-0o FFE / ROPOSED DRAINAGE SYSTEM / / / LOT LOT � \ �/ / � - " � ° \ 4 q 39 ^x a / / zg. / / / / co" ,i= _ �. GRAS\\ 3�'.5 O 410.67BW1 i 1,/7� ti < . 42g.67 GA / / 6. GA ti % / / _� / 2 .X GAR / : / \ / / 430.33 FFE 'A / / 43 33 / - 0{1RTYARR _ . zoA 4�$ eW 4 3 .. 7 / 44 \ / 437.0o FF}3 4 2 FE / / ° - - A ✓ A YD-3E �- ' 43g / l / L 4 43 / \ 8/0 V ', ��. / � � � � / // YD-1H � 410.676W 414 33 BS / //o // ! 7%� \V y� j / J LOT / 5% �g/o 40.3 GAR. % / / / �42o BG / 44A / / -- A A / / 38 / / 1,41.00 v �/ / /, ;� zo 408.676w / - - --- \ v LOT r / / / / 53 / PROPOSED 1z" HDPE YARD DRAIN SYSTEM � i N PROPOSED DRAINAGE SYSTEM l / / �� '+ \ LOT 4�4n( r / / 2 :00 GAR V/ A 2 ° 436 / w/ io' PRIVATE DRAINAGE EASEMENT ^' h B 4 / I ! I 42933 GAR \ 5 j / / 435;00 5RE xh / 67 GAR 70 i/ o/ 4o6.6°Bw � ry i h1 44 4 9.67 FFE 4z I o.00 FFE \ V / / �/ / / tih / o. xh / " 7 o / LOT' ti T i9:67B5MT 4 \ V / - 407BG � 43 �42z / I I 4zo.00BSM V � � _ -: � / /°• � '� �/ // v / ti//� � � 4o76G M PROPERTY BOUNDARY (I YP.) 16 / / / / 27 \ V / // // / / 33GAR 6 ^ / Bw� / 421.00 GAR / / / / LOT �, t / /� /+39 FF 9 /f v l °r I (CI 421.67 FFE / / / / LOT Yp 3p 4 /.�/o / 4z 26/ I �/ / // ./ /�. / T V /// % 19 Uti 4 11.67 BSMT o6BG � I l / - / 43a ' 43 GAR 68 404.67 BW / �_ � / / i •° _ I � A $.67 GA Sz6 o PROPOSED 8" HDPE ROOF DRAIN SYSTEM w/ 10 ! � Q 4� - - - -� // / / // �T 4z933 F // / yh //0 4�.' FfELOT / in' PRIVATE DRAINAGE EASEMENT / �408 BG Q_ J / < �x / / 3 / / .. 52A.. - / l /... 67 4o6.67BW I PROPOSED 8 HDPE ROOF DRAIN SYSTEM W/ 4 33 GA j / 3o h 33 GAR lo' PRIVATE DRAINAGE EASEMENT 26.00 F�E 35.�ti o o PROPOSE D WALL LOT 3% - % / / LOT / / , : / LOT YD-1G �� ' 4ioTw M 1 �' 20.67 G R - -- / i. .r._.. ,/ / 4og.33 BG ° � � - _ � - (MAX. GHT=6�) i--i 5 4z1.33 F E y8 / /i 35 / / a �33 GAR 66 /r' / 406 BW EXISTING MANAGED u , , � � o FF ,r' / Z O r-i 418.33 GAR 3 PROPOSED 12" HDPE YARD DRAIN SYSTEM / 41 .o / 5-33 GA} c° \ LOT % STEEP SLOPES (TYP.) N 419.00 FFE W O w 10' PRIVATE DRAINAGE EASEMENT / / / z6.00 FFE START OF �Q I \ 4 \ ° j li/ / /� .c.. / / ti.., ° \. 65 xh /' 'WALLB , ,- 00 4og.00 BSMT % �/� SOT / \ N LOT / . 7 ` pP0 51 \ \ by / STA. o+oo 11 v 2 � / v��\� z / 4��. GAR\ \ / ° '� Co 3 z.6 G/XR Q� / / i N ooGAR E4 / / PROPOSED GUARDRAIL (TYP.) Oi LOT ' / / \ O / 7% I ! � < �� 17.00Gf,>!R �� �,, LOT �� \\ / / .°• < y�„ � aQ�O ,^ % /#z8 FFLOT %/ 5 0° / � N a / 9 `.6 6A ---_ 4' 7FFE / / 33 \ / �4az 4 ooGAR 63 YD-1F ryh 1-4z} b OTE: SLOPES GREATER THAN3:1 SHALL BE PLANTED WITH NATIVE Q Q 41 �o�7 6' i „ ' STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION Z I I 416.33 FFE �\ 4 .o / / / I / 4�6. FF PROPOSED 8 -HDPE ROOF DRAIN SYSTEM w/ JQ > H L LOT / \ / o SEEDS AT A RATE OF 6o LBS. PER ACRE OR 1 LB. PER l o0o SF. y L L 4o6.33 BSMT ; ! 0 414 2 / 8.0o GA / �� /� z% / LOT 10 PRIVATE DRAINAGE EASEMENT ���C� LLJ LOT 418.67FEE / 4a ooGAR 62 - J �--� Z / 32 / / '% / c� �3J ROPOSED DRAINAGE SYSTEM J Q y° 3 % z4. FF // b �� Q ! J w J 4oB PROPOSED 'HDPE ROOF DRAIN SYSTEM w/ Sh - - / 506 10' PRIVATE DRAINAGE EASEMENT 6.0o G R ti,� - •° z x�o - Q"p�� ' / � j. NOTE: NO PROP OS D GRADES SHALL EXCEED za SLOPE._- � d / --- - / . 416.67E oA X4ag 67 GAR 61 �y ti° �� p / j I "o ' LOT � I � ' ; ', � �_ // / LOT / �, r 5 r 0 4 3. FF -- � � . Q_ � ' - / / - � � LJJ � LLJ I �3 5% 40 r31 / 5 % / ---LOT YD-1E 18 2- 1 4:6o GA / _ /' . 4 .67 GAR - 1 413.0o z 1 6 414.67FF 426 / 18A /' / / r 4 3. 7 / ^ z FF /// ° / / L9 J 11 4 3 7 - i ° \ \ LO / 6 / / °° / - \ \ LOT i I y L - 0-6 BSMT V11130- o \ \ ti49 59 �-418l 0 39Q400 FEE 4z °/.S��/ o / GAR' 4 /1\ .• 18B � w06 v I I \4 /4% LOT �+ / / PROPOSED 12" HDPE YARD DRAIN SYSTEM LOT oo GAR 5$ YD-1D / w/ 10' PRIVATE DRAINAGE EASEMENT EXISTING STREAM (TYP. / ~ - _ lz - / / , / /l,16. - I- z Q I, I II 410.33 GAR 1 o i \ - \ / • titi \43� /,. , \ 0° ,/ � - 1 � ° °57_ � , < tih � i � / / � 401.0o BSMT �° 1 PROPOSED 1z HDPE YARD/ROOF DRAIN SYSTEM / //� 4 FF W U� \ E EASEMENT s' 7% LOT / ro i l PROPERTY BOUNDARY (TYP.) / W _ 1 b \\ OPEN SPACE � � °•' / _ 5 w(1o' PRIVATE DRAINAGE I ' - . . on GAR ' 6 � � � .416 � � � � W 66 W �.o LOT d Nti / d.67 GAR 55 00 rl C0 1 ° v 48A /3a/o I / ,LOT PROPOSED 8" HDPE ROOF DRAIN SYSTEM w/ !i , 14 &oo GA ,_ \10/ .PRIVATE DRAINAGE EASEMENT a 408.67 FFE \ - / 87 GAR 54 / ; JLu U PROPOSED12" HDPE YARD DRAIN SYSTEM / / �0 8 V / �- 398.67 BSMT y 4 v /4og. FF / w/ 10' PRIVATE DRAINAGE EASEMENT �4 4 0 xh° V o /o = PROPOSED DRAINAGE SYSTEM % \ _ /�xh / (7 J o� GAR % v O PROPOSED402 J GREENWAY(TYP.) \ \ \ `-� <' y yo � V v �zP/o 4A6'33 v A / YD 1B �� i CD �--� LOT : \ �� �I 36BA / �\ i GAR 52 l o �' PROPOSED SWM FOREST & �w 405.0o GAR\ \ o I, 398.25 0° ;; �� / 4 .33 / ° 405.67 FFEyx /z% /405. FF PROPOSED 12 HDPE YARD DRAIN SYSTEM , OPEN SPACE EASEMENT - w �I \ 395.67 BSMT X ti / / LOT 10' PRIVATE DRAINAGE EASEMENT EXISTING PRESERVED 'i 6A YD-z rl 3u, 03, FF OT S- �A GA i6 4ia w O STEEPSLOPES(TYP.) ' o \ \\ ' 3 ox5° / z3GA 50 GRAPHIC SCALE a JOB NO. 2% '03. o FF / 16A 30 " �5 30 6" J4 403.33 FFE \ � o - 1/� 182150 3933/o IN FEET 3BSMT � �'Y 3 \ �l�`46 46A 4 .00GA gTYD-iA // 4og / �� %�/ / SCALE 401, FF . 166 - ( ) LOT \ \ o° / / O PROPOSED 8"HDPE ROOF DRAIN SYSTEM wL/ x1�_ / // 1 inch = 30 ft. �� . 1 °=30� PROPOSED PUBLIC \ x / , 10' PRIVATE DRAINAGE EASEMENT �0 1 / 1 y 4 _ - _ ,c m DRAINAGE EASEMENT ` ^ 9 \ \o �W 5 \ 4- 33 FF G y / \ / 4oi, FF �. � s �/. /-/ '... / ., SHEET NO. ENDOf WALLA / / " �' !/ 5\ 3 67GA qT // A H INE - SE H E 11 / 12 PROPOSED WALL W PROJECT BOUNDARY (TYP.) I -MAINTENANCE EASEMENT PROPOSED SWIM FOREST & FUTURE PUBLIC GREENWAY TO BE PROPOSED WALLS, s / OPEN SPACE EASEMENT DEDICATED TO ALBEMARLE COUNTY W (MAX. HT. = 6') / / / ATTIME OF FINAL SUBDIVISION PLAT, FUTURE PUBLIC GREENWAYTO BE J.."� \ / - / % DEDICATED TO ALBEMARLE COUNTY PROPOSED WALL 18. TW AT TIME OF FINAL SUBDIVISION PLAT, (MAX. HT. = 4') \,y 6., BW PER PROFFER #z OF ZMA2o,i8000i2 - END OP / �� 4zzTW WALL \ ` �... _ 4118 BW : STA. 1+626.6' tl PROPOSED SWIM FOREST&4 _ 43 / / �SCOTT/R. Cl -I OPEN SPACE EASEMENT 422 �' 418 BG 4y2 418T \ U Lic. No. 0357911 y16.67 B - 418 67 14 416 16.67Bw AZ / �1-3/21/22 APER PROFFER #z OF ZMA?ol8000u w �W T - _ / GEO-GRID SYSTEM WALL _ 4�g8GI i-� 43 v A / PROPOSED WALL STARTOF p�� WALLOP, - ` w �_. �' �'.. .r w, w. w w '--w STA. o+ 10 �II \ \ \ END i STA.3+4o ,38o TW.. �' 39z� ,� w392TW� � s, y .0 �,' fir. w ,w _-_�4 \\ -�-\ �C PROPOSED WALL... w 38o TZ%J' 378 BW 3o BIG 86 BG y 386 BG % 394 TW MEND OF / / w .w 41g TW ;- ,. / 3g4 gVy 38y BW' l3S8 BG 398TW WALL EXISTING PRESERVED 419B iP Cn 1 y-GEO-GRID,SYSTEM.� �.. .374 BG 390 .I. -oo TW - 38.6 BW ; 39z BG 14/ ,.� STEEP SLOPES (TYP.) /17.67 BW 20 422 i /\ �../ \'\ \\ -__% I O�N� 372 BW 384 BG 394 BG 98 TW 390 BW / .. STA. 5+3z j % 12 4 z8 BG \ Z \ r\ � 8z BW �. 4 TN/ � \ 4 �.' ` 1 \ �� 88 TW 39z BW 98 8G i 394 G �.. / �20 418 BG �416.6 BW/ \ .LDT O \.. �V -�- - 3 396 BW 39z BW'404TW y16.676W JIV A -.:PROPOSED WALL 1 1 0 \ 38z BG - 4oz & 400 BG / / \ \\ MAINTENANCE EASEMENT S 42:67 GAR r w v, w 38o BW 96 BG. �,.. 3986W �-_�\ \ i �. \ \� _ / > 3.33 FFE _ 398 TW yoz TW v / \ LOT, - \ y BW oz BG / - 3' 396 B 396 TW oo BW Q 1 / \\ 134 441.00 GAR \ -. 1. 4If \ 39z BG \ \ j \ 441.67 FFE \ \ //� /. \ ...3946E --388 BW I - / \ \ \ \\ \ O L�OT..�.,.,.\ \ 431.67-$5.. -_��_� s p4 \ A \ - 133 38.33111''' +oo \ z \ STA. 4+43 ,I - - I. I \ \\ \ \\ _16 --'" O \ 398 BG LOT - - ,00-B3M s ..... •< r , -r W \ ' 88 BW °� 16 I i II \ \ \\ � \ LOT \ - \ �4 i \ z3Yo 1 1 k � 3 12 LOT v I\ 132 z.6 GAR ----- 4 \ \ PROPOSED SWIM FACILITY & ^ m / 4 4 �. 3 43 7 - A`j . PROPOSED 20'PUBLIC U � s' 1 0o GAR 12$ ° FFE ,, 15 , t + ) m m \ PROPOSED WALLS �' 43333 o DRAINAGE EASEMENT w a.:-' / W \ MAINTENANCE EASEMENT m m \ 1 6 FFE - _ 1 0o GAR LOT -f , / , Z o / 4 4 7 _ �- --- !- \ 2�-33 BSMT �! _- o s _ /'r w. - M $ o Ln J 4 4 � 1 1 4z7.00 GAR \ _ - W 4 4' 7 / 1 4i4.67 FFE 1 LOT 3 _ _15+pO w �� j' Z �3 / (MAX. HT. = 6') \ 0 6 BS c .6 BSMT ti 4'o L T / -I 4z7.67 FFE _ {-.. �" jw l . // 7zB O F- 388rw o 1 4 7 - 1 0 Lu 6 BS \ 8°/ ,_- f ¢2 - %, 73 / / �"� z W w w w \ 82 BG ro / 413.67 (3 \ � j o/a _ � - 3 4 7. 7 3soBW m / 41433 FFE i3 \ 414 129 421.00 GAR 38oTW �N��3 / LOT 404.33 BSM '1% ti I 416.67 GAR 4z1.67 FFE I/ \ 6% �k /�w�/� YD B • 74A 374 / H z BW / z/o I 41 FFE I 4 6] BSM I � Y r 69,4 37 BG / 126 0A I BGMT YD-4A �/-44 ,LuW W r w396TW CONTIGUOUS o V BG yy W y W WETLAND 88 BW s'� 3/ e l . s - � _w o �_ � •, v,• YD- j 1 r r,' 1 • 3 LOT 1 \ r r 1 ROPOSED DRAINAGE SYSTEM W W A. 68A - / - 11 W w PROPOSED WALLS \ 37z BG ' -- - - - -- 39 33 ' W (MAX. HT. = 6') \ /3�0 Bw 413.0o GAR' DRAIN s6 fwl 413.67 FFE o 12+k5o '� <= 76B /76A 3 \19%' 40.0o FF I I wROo' PR VATE DRAINAGEDEASEMENT SYSTEM _ - 1 3so BG o .6 BSMT 1/o io+oo 10+ o - - 6zA 11+ o Z o - -1z+oo T v \ - LOT - I --\ 4 3 7 11+00 5 v o - -LL D ; 78 Bw 60 - -- I, __ o MARC pUB IC ROA 6 68 \ / / \ 1 43933 GA Q7 1 / . / F I w J \ I LOT \" - _ - w pRpp05 (\ 1 0.0o FF ' 1 \ \ 94 6oB P' -w w w-fd _--- - -- STEM 4 PROPOSED 8"HDPE ROOF DRAIN SY wl + 48 N 388 BG 125 - _ - s - 0 1 1" 1o' PRIVATE DRAINAGE EASEMENT C4 1 j F- N 38o'�W 386^BW I _ � I W W I w\ 374 b'Tw y 6oA 61 43T• 7 R r o/ I N l✓ LOT o 0 19. 6 GA I a LOT W W w w\ 9oBG ^ / 6 f 6 . °• - _ I 438a,33 FFE 87�6 3 � aasw r r�,� �\ <.. � -- /'� g f _ - - - �� 1 N Y� S i 1 PRO POSED SWM CONSERVED �37� �W� \ 3881TIN o , N PROPOSED DRAINAGE SYSTEM ENROE 3826G 'Ov I y PROPOSED PUBLIC ! / L T W W T I WAL G \ \ O OPEN SPACEEASEMEN STA.1+ill \ 3aoaw \ DR AINAGE RAINAGE EASEMENT o 0o GA440.67 I . / 1 . 1 � 0 6 G III I I 439'6 FFE 41°� 1 _ !r4 � 7 < PROPOSED PUBLIC LOT - i r _ LOT - DRAINAGE EASEMENT I 439 7 I 1! 1 17% 4�33 FP I I o, I Q W I I I 37 Tw ° \ Tw 373Tw LOT 413 FF \ 1/� 59 i DR I 1b9 4z9.83 BSMT L 4' ' A /•� 367BG 370BG ��4 3.6]�`5 / / _ 122 i. I �'I ' I k m 1 •-LDI` _`. `I 1 I �- g LL 3 o BW. C 6568Bw k I % .67FFE PROPOSED 8"HDPE ROOF DRAIN SYSTEM w/ \ o I / iI N 1 I \ Tw 381TW STAdTOF 4ay _9 I I GA �o.00 CiAR� 373 375BG WALL i - - • � 419.67 R �\ 10' PRIVATE DRAINAGE EASEMENT � a N. • e 20. FFE 8/0' ��,73 BG / 0 4 33 0 64A _ = 1 6 GAR' ! I N N I 1 a Igz.00 FF - I I 1 I � 11 ti _6sB� � \ � 37\ew 3736w / \, � 8/o z I' + � L l- - - - - 4397 -� I ! I � \ 7/o I I � � M O \!•. ; BW.I B \ \, \ 389TTG+oo �� \ \ I I. '� 41T0.33 BSMT I - - - --- { LOT 440,33 - - -- I16 B PROPOSED PUBLIC •^ £ 1 I'• �I I 1 _ 3 7 �, � 3siaw' / aoGAR� 64D 6 C YD- A 108 43o.50BSMT /' 1 �1. - � (n 4 I =- 5 1 z.00 G R 93 M 3, �� 9DRAINAGE &SWM 1 -_ I w � 365 B ';, s� � � \ � � S WALL F "� � I' A - 4 / 6 BOSED DRAINAGE SYSTEM I\ - , I �• � �!- 4z.6 FF -II � N �--� - /6 FFE _ - 65 ACCESS EASEMENT I 1 4 > \ ' / LOT�*o5.67 BSMT - do y f, o LOT z1. I 441.0o GAR ! 1 3 I % 4 7 YD E Ii 3 ST . o+00 9 /- - ---- k- . • -o� I_ l 4 $ 14 ,e = lil m \ 376aG / -1 / - -- - - li /,• 112 I1 I 44i.67 FFE I - !I 4333 GA LOT II I I< o Ili C0 PROPOSED SWM FACILITY -III- 37aBW 389TW 123 S 1 I-- b 0 MAINTENANCE EASEMENT w \ - /0 2 0o I 0 w I Ilil= - "�.� aw S _ // �58A -III S8B- _ _ I 4zz.00 CAA I I I 1 10 i.� BSMT 1 / �n /• �0 44.0o FF 9 II I \ 9� + i- d' III - I I LOT 43 3 III _I 'k \ 39iTv✓ °i 39'T'N - � / i5- 121 � '`. % I z.6 FFE , -- I 7 I I I 3 � / 9 BG 397BG E o06 4zz.00 GAR 4� 7 I I + r ROPOSED DRA I I I 1 ry I u.�a I m G 1 , ,, S q s9aw 35saw / o INAGE SYSTEM I I II PROPOSED SWM FACILITY& wALLcr / j/ ,,. / j 4zz.67 FFE 8/0, 9 __ _ - I I ]8A - - I �.LLr - r � _--- ' ., . � STA. z+z ! � 4 7 I I L __ -1 ` -- - I I I � V � N MAINTENANCE EASEMENT, \ m \ / PROPOSED PUB SWM - 1�B5 62 _ - - - - - - - - I 7 I - - -- - - - 1 Qaa m N �i�ll MT ' --I -- a \ L o4xw 58 / ACCESS EASEMENT - -_ -- - - - - / r I .:' / I w N \� i aw 57 / WALLO - - = - - 8B I u Q ,� 04 BG A,., I/� / + / I I I I ROPOSED 1z" HDPE YARD DRAIN SYSI EM I 7 LOT I I - 11 Q30 Q z 3 ! 4z I 4z oo AR I PRIVATE DRAINAGE EASEMENT I ¢ % 4433 GA gi M Y l o 7-0 IL V/ s 4 v� / \ 04 Tw / 41a BW z4.67 FFE I w/ I'I -LOT w o I 45.0o FF m - a K STA. no � 5 • .f, .,`..! ��;. \ y�.o6G . 4o Bw.. 4z4.67GA ��, \ �. I II I ° /.... 6 GA I o Zw. Lu PLAIN (TYP.)-x '" �g c/ - �A, 398 w �/ ti 8 LO 5:33 FFE, � I ( / I I 4z3. � / 1O6 4 � 7 P I I b o-Q � �, I � - "� ° � i � J EXISTING too-Y12 FLOOD s7 w 4o4T TW /o� LOT I 4 33 FFE �• + LOT _J Q 4 5 __ �O �-I I/ I 0 BSMT N J m \\ - 36aw M `o BW / /� 43.5 IS I Qd I % I46.67GA I J 4166G � 0 1 B / Q I I n � PROPOvU�EDDRY � � � / /� 44 ��� �� � I �/ ��3 II � I �Zo � 4633FF 90 PROPOSED8"HDPEROOFDRAINSYSTEM w/ j I � > � 11 DETENTION Wgro�¢ 1oTw �o AV Ci�v - _ __ __ - B 101o'PRIVATEDRAINAGEEASEMENT I Q CO �.. 4 - - II 5 �, W Lu BAST ,A, \\ , �� s A of s f,. o.o ' ° / 40o6 BG4 BW �' 1 / / zsyo vy� - - I YD- LOT/ 447 67 G ��,J LOT I I = \ �o:oo / �/ /� ��O ° -z ---- - I 1O5 44 33 F I 4480 I % 4 :oo GA I� I � Q EXISTING MANAGED- �z� _� �0� PROPOSE a 8 404 Tw / �/ _ v / T D 8"HDPE ROOF DRAIN SYSTEM w/ T I 9 ° 67 FF STEEP SLOPES (TYP.) \ ry S / LOT s O W W.� _ s / 38iT 400BG 1: ,�' QQ ti R / \3a6G / -i 4 I 10' PRIVATE DRAINAGE EASEMENT I I 3 ^ r--i EXISTING STREAM (TYP.) 96w 398 8w / / LOT Q� / (\ _L-- ! 11 I o I - N I J Q \ '- ;•_� / 11g / -----i I I 448 G R I ^ FI,33 LOT h �--� tY FUTURE PUBLIC GREENWAYTO BE. W v I �, LOT oo FFE; - o M I Y Q U) DEDICATED TO ALBEMARLE COUNTY 42S.33 4z5.ti7 GA I I 44 ry I J.00 FFE $$ �. / 0 3 PROPOSED SWIM ACCESS PATH o // / I 3 FFE I I 10 1 BSM, I I I PROPOSED 12" HDPE YARD DRAIN SYSTEM Z = -_J 06 AT TIME OF FINAL SUBDIVISION PLAT 4 1 4 6. I 4 43 7 PER PROFFER #z OF ZMAzol8000u� W \ PROPOSED WALL M I 416.0o BSMT\l/ N ] z - I I T 31/0 I w/1o' PRIVATE DRAINAGE EASEMENT / U Q \.\ GEO-GRID SYSTEM ` - 3�/0l - - = I I - 49.0o GA L J OT G / \ 404 1 vvI 400 B 44io \\ o6 398 BW I H04 Bw z o / I 10 Lu _ ' PROPOSED SWM FOREST & 404/1 "o N I 3 I I LOT i . ° I 3 I- Q 4 S� I 440 5o BSMT ° � , o w 0 OPEN SPACE EASEMENT 8 BG m - 39 m O-'-- V j z6.67GAR �� / o I 3 o 0133E v t 1 g 6 BW - - -� z FFE oI of i I oo FFE 86 YD-4G / / o NI w � PROJECTBOUNDARY TYP. 426.00 OAR - S r ul PROPOSED UNDERGROUND 4 ] /.00GA - I3 PROPOSED WALL IA z6.6 FFE / LDT ,/ /, / - 5_ll 3 1.6 FF - I I w 416.67BSMT z/ - - �. 7 LOT � 11 (MAX. HT. - 6')\ w m A A �;,. / ��5 / /� _ _ / ! I I L. 85 / LLI 06 DETENTION SYSTEM A' � S J/ �: !4 \ ° w9« a \\\ LOT \\ / i! \ \ F/ l / l I ! 3 1 ILu 0� III 1�. 4 PROPOSED PUBLIC DRAINAGE \ 11$ �/, / PROPOSED 1z HDPE YARD DRAIN SYSTEM / / LOT / - _ i--I / &SWM ACCESS EASEMENT 41oT w/1o' PRIVATE DRAINAGE EASEMENT / 102 / / / �� \ 41106 Bw �/ ' Viz? 7 �� � �� \. % 45i 67 F E / /_ _ _- y I CO '7- / PROPERTY BOUNDARY TYP. \ - l l l - - ry 13 6.o A \ / 44 .83 BSi71T h 3 o TW \4 z BW 408 BG / 42 "LE \ �' a\\\ Oo GAR LOT \ \\ / / I 1. �f I / 4 5 .00 G LDT ' / / LLI U 404 y o6TW 4 z 6 FFE �/ LDT 45z 67 F �R / 4 I < 3986E A 400BW / 416:67 BSMT, A 4 7 7 116 �� 4 �.67 FF $/+ / �396BW 9!! �O 400BG'. / LOT 24 \ / 101 45 ;33 3.. : 31 -qoz 3g8 BW 11 20 ,<4 I ' ; J z6. / b%o �1.33 FF Q / � \ / 44z.5o BSMT / / / / z 33 FF "LDT I V � / / $ I I � _ 3 >� PROPOSED WALL 4007w �08� 41zTW / // / / 3 3 0 O J / L' T 451,67 GA / PROPOSED 8"HDPE ROOF DRAIN SYSTEM w/ o 0 OPEN �39sBG O (MAX. HT. 6') ��g6 Bw - 67 B YD D o / ��/ 4y33 GA 1o' PRIVATE DRAINAGE EASEMENT N START of 410 \ �o 442.5 / J, / o° / z FF v SPACE 8 BG 5 44z5 - S� / / + { LOT / j 3 I I i m b Wnu Cz 3g8 \ �O PROPOSED 8' HDPE ROOF DRAIN SYSTEM w/ ry . a $2 45 111 w ST +oo 39 S ARTOF a a - ,. I EXISTING PRESERVED 396.67 ew CwALL c1 i 1o' PRIVATE DRAINAGE EASEMENT / / - H 51.67GA 0 F I STEEP SLOPES (TYP.) - / / j LOT 4 z o GAf� 406 TW -- STA. o+oo s_60BG- 4o8 TWew 4 4 - yos BG �� 67 FFFp�A I 3 1 � 33 FF LOT YD-1L 3 - o w 9 - OS TW 1z TW 406.67 BW L 99 S / _ - 4o1BG 4068E GRAPHIC SCALE ' m ,\ 00.67 BW yoy.67 BW 408 BG / / / " ' .- / Igo/ 45A:67.GA / i 3 3 G JOB NO. PROPOSEDWALL 41oTW 4 / / z. FF + / - LOT= ✓ 182150 o6.67B PEN 33 3o A- �5 3- 6u / MAINTENANCE EASEMENT 046E !� / / / h $O / I l z66 j t / 402.67Bw SPACE / B II SCALE S NOTE: NO PROPOSED GRADES SHALL EXCEED 2:1 SLOPE. s 3 / 4°�o gi.00 G,/A / / ° z6A z6 „_ , %.S /, Y / ; / v- °" � ( IN FEET) / / 1 -30 LOT / 1.6] FF LOT I / /r / f inch = 30 ft. / NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE - . STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION- -- - - - _ \ 45 �/ 3 / SHEET No. VFD SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,00o SF. - \ / L MATCHLINE - SEE SHEET 12 °.°OG k / • ;, /:,: ' 13 I 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 1 24 6.2 1 16.3 20 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUC77ON INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION 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 1S NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WI7H1N 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 LOCA77ONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS 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 774E MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION 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. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 77?ANS177ONS 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 INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC7ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LA7EST EDITION OF THE ROAD & BRIDGE SPECIFICA77ONS THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION ME7HODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL 1S ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA7ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA7ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONS7RUCTION 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 (CO-1 OR CD-2 OR U0-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS 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 THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE 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 774E ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE 1S PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE 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 TREATMENT 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 TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE S77?£ETS 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 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 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 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 SPECIFICAT70NS 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 " ® I ' RF= 1.0 -TRIP P G. NE F ATI Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp 1'=200 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 g 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 1 Marcella Street 1236 12 256 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 4 7.74 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 9.74 o. 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. o L 0 �° 11 0 ° 0 °° - i e ,� >' AMP 0 0 �-- o _ r o l r ti L o °F1 ° ° I S" o 0o � ° / 0 o o o J � 0 o 0 0 � 0- 0 o : JI l o x I I.SS.o °0000 o ° PQ-._._ s_LO GROUNDS CIL GRADE) 1 14„ 1, (POINTOFFINISHED 1/4 ":1' 1/4":1' ----------------- 56 ccc E � 4 1 (CONCRETEPLANTN CURB& (BIKE TRAVE SIDEWALK) STRIP) GUTTER) LANE) LANE) 61' 1z' LANE) 2.5 �, CURB& GUTTER) R/W-R/W TYPICAL STRE'E'T SE'CTI0YV - 610 PUBLIC ROAID R11F (H,ILSEY 4VE-1VUE) 30 MPH DESIGN SPEED (NOT TO SCALD 6' STRIP) NOTE: NO PARKING ALONG ROADWAY rtl vv C/L GRADE) I 9 I rtivv 1/4 i (POINT OF FINISHED ON -STREET -AEI PARKING) 1/4":1' 1/4":1' NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, 1'6� 126' 126'� I__ 6' S' 1 AS DENOTED WITH NO PARKING SIGNS.'NO CON BETE PIANTN CURB (CG-6 RAVEL RAVEL ON (<G-6 PLANTING C...T PARKING' SIGNS SHALL BE PLACED EVERY i5o' SIDEWALK) STRIP) GUTTER) LANE) LANE) GUTTER) STRIP) SIDEWALp 29' 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-R/W TYPICAL STRBBT SBCTI0IV - 54 ' PUBLIC ROAIJ RIX (SABLE7Y00 -DR-f E; LACONIA LANE; ffARCELLA STRL'E'-7 & fIARCELLA COURT) �5 MPH DDSIGN SPEED (NOT TO SCALE) 4" TOP OF CURB STANDARD CG-6 CURB & GUTTER NO SCALE 7„ SM-9.5A SURFACE COURSE Bk INTERMEDIATE COI 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 (5' MIN.) ii" (TYPJ EFR VEMENT CHART 4" CONC. DEPTH OF EACH MENTCOURSE 3000 psi MIN. � 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE `/ t I z W _ 0 a } b U)r! v, ry Ln DO LU DO z Of F / Ce w CD / F- N t P GENERATION C LC A IONS PGENERATION BASED ON ITE TRIP GENERATION M \NUAL (ioTH EDITION) SINGLE FAMILY DETACHED UNITS (CODE 210) SINGLE FAMILY ATTACHED UNITS (CODE 230) TOWNHOUSE UNITS (CODE 230) 7T: 11103 VPD (552 ENTER/ 551 EXIT) O I PEAK: 77 VPH (ig ENTER/ 58 EXIT) ti cy 1 PEAK: 99 VPH (62 ENTER/37 EXIT) CY) BEVELED UNITS ^mlQU. E%TENDOEOSYNTHETICREMFOACE.I,W TO WIFNMEMCNE$OFTHE LOWER BLOCK FACE 10" MINIM �\ AnchorTm Diamond® / X ILEENFORCEMENT CONNECTION WX (NOT TO SCALE) 10.6'} V REWFORCEMENTLENGTH / FNISHED GRADE I GEDSYNTHEFC REINFORCEAEW 6^ NDNRIUM COMPACTED GRANULAR LEVELWG PAD Ww=O DEPTR OFEXAVTION L- LENGTH OPGEOSYNTHEi w-U•DOIL+6" AnchorTM Diamond X LI EXCAVATION OVERSIZING RTX (SCALE: 3M-I'-W) ... ..^---.-----.- AnchoTT"r Diamond X TYPICAL BASE PREPARATION WX (NOT TO SCALLE) •""""�'°"•"'""'"""` I N ® co 1 N O WN N W> W z J J U) LW 0 r Q zU W' W I- Ul U) z LU WW V U) LU W JQ 0C) O N U iCOTTTR. CITLLINS'ZI Lic. No. 035791,E >, 03/21/22 a z O I� 1--1 M 120 ZD LU 1C-1 G f-I J r-I 06 LU W Q O- J Q W h-1 O �1 1 06 U O m J 1--1 O w J O Cw LI (n JOB NO. 182150 SCALE AS SHOWN SHEET NO. 14