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HomeMy WebLinkAboutARB201900161 Plan - Other (not approved) Initial Site Plan 2019-12-23f H o- GENZEAL NOTE OWNERS: TMP 04600-oo-oo-olgB3 (PORTION OF) CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oigB3 (PORTION OF) D.B. Son, PG. i7o 39.98 ACRES (1.193 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 27,2029) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FH-FLOOD HAZARD OVERLAY ZONING DISTRICT NOTE: A SPECIAL USE PERMIT APPLICATION (SP2025-00025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2oa.6 BYTHE BOS WITH CONDITIONS. TOTAL PROJECT AREA: BLOCK 1 - CODE OF DEVELOPMENT PARCEL AREA = 12.o ACRES BLOCK 1A -1.293 AC PROPOSED USE: BLOCK 2A: 32 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) FUTURE BLOCKS: RESIDENTIAL (MIN. 36 & MAX. 408) AND NON-RESIDENTIAL (MIN. 5o,000 sf & MAX.13o,00o sf) USES BLOCK CLASSIFICATION: BLOCK 1: NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 36 UNITS (MINIMUM) To 408 UNITS (MAXIMUM) - 3 DUATO 34 DUA FOR THE PARCEL BASED ON 12,o ACRES PROPOSED DENSITY: 32 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 2A) WITHIN 1.293 ACRES BLOCK 1A DENSITY = 32/1.193 ACRES TOTAL BLOCK 1A DENSITY = 26.8 DUA REQUIRED OPEN SPACE (BLOCK 8): CIVICIPARKS = o AC GREENWAY = o AC OPEN SPACE = o.o AC BUFFER = o.o AC TOTAL OPEN SPACE REQUIRED = o.00 AC OPEN SPACED PROVIDED: PHASE IA: o.00 AC BUILDING HEIGHTS: NO MINIMUM HEIGHTAND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 1S FEETAFTER THE 3RD STORY OR PROVIDE A MINIMUM 15 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. SETBACKS: FRONT: NO MINIMUM AND 3o' MAXIMUM PORCHES: NO MINIMUM AND 25' MAXIMUM SIDE: NO MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 28' FROM THE TRAVELWAY (SEE DETAIL ON SHEETS) REAR: 5' MINIMUM AND NO MAXIMUM BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT = 20,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 1A=io,45o SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRI C U LTU RALIFO RESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2025. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN NOVEMBER, 2019. FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2029. DATUM: NAVD 1g88 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE CONSTRUCTION OF ARCHER AVENUE AND SALAMANDER DRIVE. LIGHTING: LIGHTING -ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENTTO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 1 SHALL BE DEVELOPED IN AT LEAST TWO (2) PHASES. RECREATION: NONE REQUIRED AND NONE PROVIDED WITHIN BLOCK i PARKING: (2) PARKING SPACES PROVIDED PER MULTI -FAMILY DWELLING UNIT - (2) GARAGE & (2) DRIVEWAY PARKING SPACE PER UNIT: 32 GARAGE SPACES & 32 DRIVEWAY SPACES TOTAL + GUEST PARKING: ONE (1) PARKING SPACE PER EVERY 4 UNITS REQUIRED: 32 UNITS 14 = 8 GUEST PARKING SPACES + 64 PARKING SPACES = 72 TOTAL PARKING SPACES PROVIDED: 22 PARKING SPACES + 32 GARAGE SPACES +32 DRIVEWAY SPACES = 85 TOTAL PARKING SPACES (18% OVER REQUIRED) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVEDIMANAGED SLOPES: THERE ARE NO PRESERVED OR MANAGED SLOPES ON THIS PORTION OF THE PROPERTY. FLOODPLAIN: THERE IS A too-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS IN THE BROOKHILL DEVELOPMENT FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. THE APPROVED FDP PERMIT # IS 2026o0004. THERE IS NO FEMA FLOODPLAIN LOCATED WITHIN THE LIMITS OF THIS DEVELOPMENT. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING & DRAINAGE SHEETS. NOTE, IF ANY RETAINING WALLS ARE CONSTRUCTION, THEY WILL NOT EXCEED 600 LINEAR FEET IN LENGTH. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS WITH THE PREVIOUSLY APPROVED ROAD PLANS FOR ARCHER AVENUE AND SALAMANDER STREET. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH BUILDING UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. TRASH CONTAINER TO BE STORED WITHIN GARAGE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS: OPEN SPACE: o.00 AC (o.o%) BLOCK 2A DEVELOPMENT LOT:1.193 AC (200%) IMPERVIOUS AREAS (BLOCK 2A ONLY): TRAVELWAYSIPARKING: 0.425 AC (35%) SIDEWALKS: 0.04 AC (3%) BUILDINGS/DRIVEWAYS: o.56AC (47%) LOT AREA/LANDSCAPING: o.28 AC (150A) TOTAL:1.193 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET 2A & 2B. TOTAL PROPOSED UNITS: 32 UNITS (15%OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 5 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 5 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAYBE IMPLEMENTED ATTHATTIME. NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETYACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION, CODE 230 WAS USED FOR THE DEVELOPMENT PROPOSED 32 DWELLING UNITS ADT RATE - 5.86 VPD PER DU =188 ADT (94 ENTER/94 EXIT) AM PEAK RATE - 0.44 VPD PER DU =14 VPD (3 ENTERI21 EXIT) PM PEAK RATE - 0.52 VPD PER DU = 27 VPD (11 ENTER/6 EXIT) RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SITE R©. - / POLO G�®LINOS ROAD SCALE: 1� = 2000' Sheet List Table Sheet Number Sheet Title COVER 2A PROFFERS 113 PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT & LANDSCAPING PLAN 6 UTILITY, GRADING & DRAINAGE PLAN 7 NOTES & DETAILS 8 STORMWATER MANAGEMENT PLAN 10 TOTAL SHEETS BUILDING NO TES. 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. EDGE OF PAVEMENT -- CURB PROPOSED ASPHALT PAVEMENT '::i EXISTING VEGETA77VE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD .STOP SIGN G• PROPOSED HANDICAP PARKING SPACE STRIPING tt PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) 200 EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 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 PEDES7RIAN AND VEHICLE ACCESS PROPOSED CONCRE7E . . . . . . PROPOSED & EXIS77NG GUARDRAIL — - PROPOSED • O 0 O 100 YR. FLOODPLAIN APPROVALS DEPARTMEENT OF CONIIVIUNI`I'Y DEVELrOPNIENT --- — PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTIVIENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARIVIENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT R. COLLII-NSZ Lic. No. 035791,1, G� 701VAL 0) w T' fyi rrN N 1? S , • 3:f �... • r .... • • k r 4' � • NO, j w Lj w w z z V) U) z o W o I LLJm L b U) LU LU o 182150 SCALE 1 rr®6Qr N Original Proffers Amendment _X Brookhill PROFFER STATEN ENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800 04600-00-00-019A 1, 04600- 00-00-019A ), 04600-00-00-019131, 04600-00-00-019133, and 04600-00-00-019134 Tax Map and Parcel Ntunber(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 Broolhill, 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 & E:LIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHIL.L APARTMENTS, LLC is the owner of 'fax Map Parcel 04600-00-00-019BI; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019114; 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". HORNNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject f t « I Y J o he rezoning application identified by Albemarle Count the "County") as "ZMA 2) - Y ( ty) (15 007" for a project known as `Brookhill"(the "Project"), which includes the application pp plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District NMD ( )Application Plan,' last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5 2018 (the "C ode of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntaril}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 acktnovvledges 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 ("Polo Grounds Road Improvements" . The Polo Grounds Road oad improvements shall be completed in two phases. Owner shall begin construction of Phase 1, 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 Proiects. A. The Owner shall contribute cash. on a per "market -rate" dwelling unit basis in excess of the number of'units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and tratisportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Thrce Hundred and "Thirty-three and 18/100 Dollars ($7,333.18) f'or 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 prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy sf this Proff er 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housing objective through it variety of housing types, including but not limited to for sale unit s, rental units, accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximurn 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 andpr•equalifyan 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 ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable I lousing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the urrit(s) without any restriction on sales price or income of the purchascr(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 (Pt) 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 (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. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall bethe responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT reviews 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"i) 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 it VDOT Official a 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, bonding 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 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 Housinu Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification i cat on for , • „ I o the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved b pp y the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). .For purpose of this Proffer 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 Units may not exceed the maximum rents established in this paragraph 4B shall apply for• a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Kent Affordable Housing Units during the Affordable 'Term shall contain language reciting that such unit is subject to tine terms of paragraph 4B. In addition, all contracts pertaining to a conveyance 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 Tenn, 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 County Housing Office a copy of the rental or lease 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 snake 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) (tile "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 it CO for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (I000th) 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, trorn Rio Mills Road to the Berktnar 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 ratable 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 shal I 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) it 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 Cotmrntunit Development and Regional Transit Y P �, msit 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). Tire Transit Stop shall be installed and corn leted concurrently P ty Witt] the installation of surrounding roads and sidewalks within Block J. 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 (S50,000) 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 16, 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 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 lvlid-Atlantic "MSI"). The annual adjustment shall be made by fritiltiPlYing the proffer ed Cash Contributions amount dire for the preceding year by it m fraction, the numerator of which shall be the MS1 as of December I in the preceding calendar year, the denominator of which shall be the [`viSi as of December I in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual acliustrnent shall be $7,333.18 x 2017 MSI/2016 M.SI. Each annual adjustment shall be based on the e amount of the proffered Cash Contribution due for the inunediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 1 S/100 Dollars $7,333.18 per single family deta ched edMr Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/I00 Dollars 55,447.57 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 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 Crash 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 continence until the number of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a. total Cash Contribution equal to the total value of: r) the Elementary School Site, and related improvements to be completed b Owner, ii the 1 P Y ) lrt,h School Site, iii) the Polo Grounds Roach Improvements, iv) Route 29 Intersection Improvements, v } Ashwood Boulevard Connection, and vi) the Trail Network, (collectively referred to as the "In -kind Contribution"), The In -Kind Contribution amount shall be $28,336,662,00. The hi -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 tine 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 (I'`) CO issued for a dwelling within the Project, 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 elementary school of, as shown ors 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 �id 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 TH p7 ll 7 SCOTT R. COLLINS- Lic. No. 035791,'ra 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 Generall& The road improvements listed in paragraph IC (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 h p is shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. 1. 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 z the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County ® er has not so requested, (or VDOT has not approved the traffic signal within that time period) tine t ff Aft Owner shall be relieved of any obligation to install a traffic signal. WJ I P 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the � to m Ln property: Z ¢ C3 A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's 5 Z design standards for a Class B- type 1 primitive nature trail, shall be established within the OLU� 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 t I County. Installation of t y he Trail Network shall conun � _ once concurrently with the site work for the first Block developed within the Project LU 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 casements, rights of access for grading, utilities and cri maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear Fes— c i a notation that the Greenway area is dedicated for public use. If, at the time the County requests a 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 easerrrent 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 `frail 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 y) Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance L9 T Page 4 of 11 Z (y) CV ,i LJL cY) LNLMJ CAI 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. W N 8. Public High School or Institutional Use SiteW < Within one year after written request by the County, the Owner shall dedicate t W o the County, by General _J Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or ®I such other use as the County may determine suitable, of not less than fifty (50) acres abutting apublicly- dedicated right of way, as shown on Figure F,: 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. UJ 0 9. Historic Resources. L9 _J A. National Register of Historic PI s c aces Eli ' grhilqy. The existing Brookhill dwelling is eligible for the < National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Pr, • • e � g Preservation Act or 1 J66 (NHFA), which is administered by the Virginia Department of Historic Resources (DER). i 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 it treatment plan for any such cemetery for approval by the Count LU Director of Connntmity Development, or its designee at the plant or plat review, Y C. Greenway D enway Area Woodlands Camp. There shall be no land disturbance b Owner or b an of i Y Y Y is (� licensees, or successors of the Woodlands Camp located in the Greenway Area and identifie d in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which c i UJ p ch shall be an orrbmalUJ and all of which together shall constitute but one and the same instrument. U) [Signature Pages to Follow] <�{ (D U c) 04 LU ua b UJ Page 8of11 o®c X rz o) JOB NO. /� 1$2150 SCALE NIA SHEET NO. 1A PHASE I INTERSECTION lf}t r IMPROVEMENTS -- — af _,a T 1 f :::1 _•y fNTERSECTIONi CONSTRUCT(.) NEW WESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH 375 OF 3r STORAGE. EXTEND WESTBOUND RIGHT -TURN `"--_ ( �, �, � ,--w.--_'�_=-"^�` yK}� �'\ -" • _ LANE ON AULU GROUNDS ROAD PHASE IIIN'rEftSECTlON � • FROM 5a'OFSTORAGETO2fla'OF IMPROVEMENTS yf ! _ ' ^� .° STORAGE. s ' CONVERT RIO MILLS ROAD TO A • z+-' J. J .` RIGHT IN I RIGHT -OUT OPERATIO N. r ti t INTERSEcTiON2 , J I t �r coNSTR.teA 5oUm67UND. ROADWAY, PROVIDING (x) } +� LEFT -TURN AND (i) RIGHT-TURN LANE. - CON57RUCTANEASTBOUND 4. PHASE III ROADWAY LEFT -TURN LANE IMPROVEMENTS: GROUNDS ROAD WITH i5o FEET OF STORAGE ysw j(/tjf d ty`+ INTERSECTION 3 CONSTRUC.TARIGHT-IN{RIGHT-OU ROADWAY CORUC ATNORTHBOUND IGH` _ a PHASE It ROADWAY IMPROVEMENTS TURN LANE ON US a9WITH ios'OF PHASE IINTERSECTION 6'`/L D STORAGE - IMPROVEMENTS PHASE 11 INTERSECTION "�"� Ir�l>'�avEMEriTs PHASE I ROADWAY IMPROVEMENTS f i INTERSECTION4 CC) NSrRUCTNORTHBOUND +J "' ROADWAY TOPROVIDE (})LEFT s TURN LANE & (a) RIGHT -TURN LANE RESTRIPE. PAINTED MEDIAN' TO PROVIDE WEST l-BDUN LEFT-T Pt-1A E V D URN S rNTERS CTfON �`�" -� t E \ IMPROVEMENTS J �` LANE ON ASHWODO BOULEVARD Rro E N75 WITH xoo" OF STORAGE, p ,�' '` �� v j. " -~ ' • RESTRIPE EASTBOUND ASHWOOD f >Y rA Ian p`''R, •any ;* a y ti BOULEVARD APPROACH TO PROVIL (a)RIGHT-TURN LANE PULO IsRauNDS ROAD PHASE IV INTERSECTION % 2 t .3 4 i Y_MEN 1i l TS u� � .. �., rNTERSECiIONS CONSTRUCT SOUTHBOUND ROADWAY TOPROVIDE (s)LEFT. DGJ91 7a__ ~'-� ' TURN LANE AND (s) RIGHT-7URN PHASE 1 INTERSECTION PHASE tV ROADWAY �JF°�rty�JU1PROVEMENTS IMPROVEMENTS LANE CONS TRUCTAN EASTIlaUND LEFT - TURN LANE ON POLO GROUNDS r_ ROADWAY WITH i5o' OF STORAGE .... ; RG : BROtOKHILL T FFIC PHASING PLAN V IA die 7 r r �O 3 �p-:-. _ `. (M1 L'�: CRo55-WALK EXISTING TREE AREA _ <C I _TR'AILWAYCOUNfCCTTIQiNTo 0VDOT ROtrr 9y� \ rj r iU i y1 .. /EONCRETE` EWAL `C 1 ..... iMFROV. MENTS-5VJllA P( 1 �•: t ly I' WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: i CHARLEkS R. IIA0GH BY: _ 'hL, + IZ,ABLT11 ANN OGL SBY f (,1f1 Date: OWNERS of Tax Map Parcel 04600-00-00-01800: By: Cl-URLES R. T-IAucH, T IJS'rFE V By: - DOUGLAS B. OG 1— BY, "TRUSTEE Date: S, e "-! OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1,04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation BY t�.! ,J �✓t oa at Ann 0. Haugh, Its President �! Date; " (7,y -a I. I' Page 9 of 10 NOTE.POLQGROUNDS ROADWAY AND LANE CONFIGURATIONAS '. SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY, THI FINAL DESIGNAND LANE CONFIGURATIONS OF POLO GROUNDS JQ ROADWAY IMPROVEMENTSwILL BE IN ACCORDANCE W ITH THE APPROVED TRAFFIC IMPACT ANALYSIS AND FiMALAPPROVED ROAc f TJV41346-76 ENTRANCOT9 UVARRY TMP46-14A TMP45-58 t f ti I ROCICYDALE CHARL OTTE W1LLE QUARRY PROPOS ROAD CONNECTION BE DWEEI'1RIO IVIitt.S ROAD AND j 6ERKIMAR DRIVE ' f r� Tr+iPg6-1BB � _ HORNELAND CORPORATION TMP 6a f j'f TMP46-AB f AS HORNE LAND CORPORATION CRAFTON MPr,6-A8p l, �% tr CORPORATION y i FINAL ALIGNMENT OFBERrNIAR DRIVE TCJ BE CONSTRUCTED BY zoa7 if ;t i (PER VDCJT'1do°o CONSTRUCTtoN Pr A!]SI r FMP46-181) f , CRAFTON % CORPORATION $ 1 _ FIGURE D: RIO MILLS ROAD ROADWAY CONNECTION r FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT i _` 1 I_ J j l�•. �ti ., f r - PROPOSED6c+ \ ` ACRE HIGH SCHOOL SI-rE � � 4 ! °\ TMP46 i �f AORNE LAND �! CORPORATION l tit TMPA6---BE) CRAI TON CORPORATION 4 ,1 PROPOSED 7 ACRE ELEMENTARY SCHOOL 51TE r. , FIGURE E. BROOKHILL SCHOOL SITES EXHISITh OWNER of Tax Map Parcel 04600-00-00-018RO- HORNE LAND CORPORATION, a Virginia corporation Ann O. Haugh, Its President 11 Date: F �p OWNER of Tax Alap Parcel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, Its President Date:. Page 10 of I I ORDINANCE NO. 19-A(9) ZTVIA, 2018-00011 BROOIUIILL PROFFER AMENDMENT AN ORDINANCE TO ATVIEND THE PROF ERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019133, AND 04600-00-UO-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for `Pax Parcels 04600-00-00-01 SAO 04600-00- 00.01800 04600.00-00-019A1 04600-00-00-019A2 04600-00-00-01913 1 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 201E-00011, Brookhill Proffer Amendment ("ZMA 2018-11 "); and t t WIl1;R>vA5 ZMA 2015-11 proposes s - e to amend I roffcr Numbers 1 d of )e Proffers D IH 6 and 8 the f s that were p I , approved in conjunction with ZMA 2015-07 clue to VDOT's planned construction of the Rio Mills Road connector reflect road specifically, to tefl-ut that h [tic developer will be responsible for R R r the construction of the Ilia MillsMi11s Road Connection only if 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 front 60 acres To 50 acres; and WHEREAS, on November 14, 2018, the Albeinurle County Board of Supervisors waived the Planning Commission rind Board of Supervisors public- hearing requirements pursuant to the applicant's request and County Cade § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-11. BT IT ORDAINED b [he Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-I 1 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the profff®rs dated April 18, 2019. 8 1 Claudette K. Bor ersen dohereby tcrtLty that thelgting writing is a tl uc, ccIr ut copy of an Ordinance duly adopted by the Board of Supervisors of A ibemarlc County, Virginias, by a vote of six to Zero, as recorded t)clow, at a meeting held on July 17, 2019. rn&�tt t_aerk, Bnard of County Sup r Isors Ave Nay Mr. Dill y _ Mr. Callaway Y Ms. Mallek Y Ms. vIcKeel Y --- NIS. Palmer y Mr. Randolph Y OWNER of Tax Map Parcel 046011-0040-019I371: BROORMLL APAII'f'1YI;1° TS, Lilt, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: I-taystack Corporation, Man, get By;. Andre% '. 4 fcGinty, Its President Date:3 2c�il BROOIUIILL TNVESTIYI,NTS, LLC, a Virginia limited liability company (Contrast Purchaser) By: River Bend yrN Lagernen Inc., Manager - By: Alan R. Tay or, is jP'resident Date: /"�`�f 1 q Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkrnar Drive Extended in the Places 29 Master Plan as a priority road improvement; 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 Commonwe alth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale r t p og am teased on Albemarle County's 20•I6 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 g ,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 1.1, 2018: and WHEREAS, the public comments received by the Virginia Department of Transportation supported h proposed alignment t e o os of he t new connector road. Pp p pad. 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 Berkrnar Drive Connector; and BE IT FURTHER RESOL VED, tha t the Board of Su �;rvisors her eby respectfully requests sts p the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certi€y 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. Clerk, Board of Counlo 6pervisors Aye Nay Mr. Dill Y Mr. Gallaway Y ts. Mallek Y Ms. McKeel t` Nis. Palmer Y Mr. Randolph Y TH 0 SCOTT R. COLLINSIZ I---r Lac. 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" U - , 11 'r - - 11 , ­ MR MR'? , " ��/: -�,/ / .-Mel.��;,ffl 1�,­, 5m� - , 7� -p �...;�,,­, - , , � , I 1�, 1. & - .1 __ _. ­ - - _ LAM 11. , K%W 11 , ,�� k I y I I " , . m 'i" -,�� -- __ , — ­__ , I " - / _1 / j 1z 1, - ------------ ___ " gm ;, � _/ - I 'N" '' ,/ - __ _g g,;.ggx, �p� I 5 =�M_,;� " ... , . " � .r - . ; ? / I �f I,, / '4 � , a , , � � m. , , 'r, l, I I ­11-PININ 5�11 '1'1g�,,q-,,.�r " , ,�"4�,.q�,-­ , - �1­1­- " � ... I I � ,q " � / ,,, I (TYP.) . ON � SO,, ,,�i , o _, 11 / �- ,�/ ­l11w+1M1%1 ,It. - ��,�--tvIv�,11�,,,��";,�,,,�'�"9�� � , � I - ,. I I I 11� , - '��­ _110 i�_; &;-,,itrg�� - -, I 11 fG __ I. I , E,, m ", � ", - -00-00-0-1800 - ' . __ � - - _- , I f ,J_� R (BLOCKI WAY ­5 - �, ", - / , I , �1( ��-> TOTAL PROJECT AREA: 04600 42.55 AC. 2! Z r - Jj;�;�;�.,; , ` MAE " ,,� ,,� - — � � " I 11 �� I --- � - -�, - , 1. �, � '1� * �;, M , . ,, I � .11- � I ��'W% �, v, z� I , , . 1 7-,q ,, � �v �­ � 4 z-, � gv� g, e�, �e�K��j ',I� � -A 1'1� . -j , ",71�0­f.., ffimmag . 11, � � -00-0'18A0 � I ., __ ; 4: , .., _ - - / ,( - _9 AC. , N m?s .z 'n __­ , " � . 1_�_� -,x �_l 0460c)-00 27-2 :� :� a -1-1--.1--l. ­1VI'm - ''I I- . _� I '11--i . (I yl ,,; � , O_ � ROUTE 29,-, .." , I - , , .. W., �� �/,�,,;W, , " , --ii�i�!�i!�!i C) W � 2o7.66 AC. D _C- j . � By g", - -��4-_­-,gtp,5. Pg �:Im,',M�-Yx��'g,� . - \ 111�vw%�",. ,;� ` . �, M- -�, - 04600-oo-oo-o,iqoo - I, - ­ I I , ,� , �.� I -1 (, - ): IN 0 C2 0 IMPROVEN ...... � - " ,- - j ,�/ Wt,Z;1 - - , " I , , "'I 0 -_ I � �111111_ __ I -qqg. "g. g.' X00'.;318 , . I //" I I -_ 277.5o AC. TOTAL W uj u SWMFACILITY#2 ' � z: " -.1-1-1-1. I � �, �7, -, - " 1�1 `� I 3 I ,� 1�,.V­,, _,c ,,. , plrM� "' , � , I , - , , - �- - _'_ �, , I :% g - - 1_4 , "', � -_ 4 Ln _j I,i��i���!�� 5vr 'PA , k � , I _', 0.�;pz, -, , __ -, ��'T,,:D , ,, � ;I li��$$R!� 11" 111 � - 1 NWAY `;'�t " I'l- 11 i gvj,q-g,F,,w, % I "d � M,,,,,��,-30- If !/ , " ; , I I , 1, ! � " - � ,I j I I , / � " - _ �, I > > < __ - ­"11­1­1 " pftg '- , i _ , , - , " , _ I N I I N ", " ," , ,/ � III!�ry ,g 'f vvj_� p'-@kw6"- gg,­. ___ ._1_­_____1 Im-,"'i ` - ` RMWI UPLAND /,�,/ .j.M �,�� " NO �, g, lr�m , , � I I \�l . - , , LLI z I " (TYP.) "I, - ,� ,., 'p �,�'iW-, 11 ,., \ I � " , PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT �� � � I _;,,I`��m / , 11 " ", � jy � , , ,,2, .,w W,t�4q.:,� � - , , , ," . MM "j- I � .� , I, �111­1 ,/�, r;,��., � S. �`Rl "? "_ " I, i I I 00 �/ g ­_,.�, . " � 'y , . III M *:­�I,,Vz,�� I �"? ;1 I � M . 1� ---- g ­11 I -Im"I I "I. I , , _-.1-1--11: - "'I'll .I.I.n,,g- --- - PARK 5 -1 - �_, 011 �",,/, t";-�7--, I - -, - I " , � Maftm� - / I , 11 , A Ri i � I / I . � ; 11 �'.-Rg-g - , INNA� � / g,' ,�X"6"K, "'L"' �,�. , el � , o'BUFFER 1 ­ I - - 11 3�,.,%,� I - U ��g� � I - r�/� /�/ �w6vx­llell %�",� _� _- , � . � _ PROPOSED5 ,. " ­%�Wv � 11 , ffi;x,gr V_.N,� �,'� fi - , � "'6"R7�XAV 11 , , , _ / I \ ", z -, g��,�n;� I - "­­­ ,�/2/ , AROUND VDOT STORMWATER - � _§V� �11, � X� ,ffi , \ , TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN 11_1,1�_ .,� aA 4G ARCHAIC WOODLAND � , : " � �z;, : � I go �11.­X_015t/jllc�_,�� 15 , MANAGEMENT POND,� ! ,- ��11 � wo / -1 " J� <_�\ �__ sg�p �­­_AMPSITE AREA TO BE PRESERVE ��, SURVEYING AND BELL LAND SURVEYS, JANUARY 2025. ff,�;g�;,g,e,z� , ­ "'? I . I / \ \ 0- , - ,,,,.-. /,��,.'����t����//­*/`­/`"""""/""Z������/`��,,, ,,, 9-A - � �, , ii:� � ��' - p �, . / � ! I - i� ,; �gg ;gs,� . z; ,� �� mg- � - ­tk, I i f I ,,, I I �, - _ INFORMATION WAS COMPILED BY LINCOLN 0 I .,..--" \ ,... ml- , " 080M, ­�M f I, I e " i I I . I I , Lu " ,!_11y �,�,�,,vz­­' I __ I I " vz/,;* �f � , / w i iI, 11 '' ./m, � I 1� - . "" �� , 0 _j ' , g �,�--,gwe ­,-�T I * SURVEYING ON MARCH 7,2025. 14 L . �� , - , ,q; , — , , ,4 " �' I" ,�,, *1`10­1 I 111"I . ,; -, � I ,,ij.­ (/.' / , , \1 �,; I IN i.,.Ovgrd�q'­'�Y,we - 1%1 g�,'. N, 11-11, 1� 1, : m W , - -M."MmIg , J�r,g,j, 1 � ! I i I � 1��_ ! ; > - � I , ., - _� ,c , I r , 1_� ­10 , �_ , u .", m_ - I I � \ q,, ", "'M 1 , , < - I .,g � , i r 11 , .1. - ­ I,- I I iR I " I '­� , � � �, ,,, , , � f, -, � , - , � � . - .-' t;�,�% �mpr - , / I ; I , , , 11 ; � �� Lu - . .. ­­­ , ., , '' '. / / 2 '� " /,,� * I DATUM: NAVD a988 - I t ; '� I � - 11. "".__ ,Ivom��'? -5"R - ,L$pA-,Rw ,,, , ­,-�_ � � I I �- �, 11 1, \ I , f,5#_,4,g-,��,(,-z!;t- � I I; 1, � 1, I , r ,f / . _ - " \ � " k _L _1 '7, ,%.", a ,4 � t f , , . I 1, 0� ; , ­1­111f, , ,� ,�� , L_ ., " _.,I . , ll _" 'W M1,11.1 lr_`�,' I ""i"', t� -&-, ag v - �;, ., \ I � " , I � ;­ � � , __ ( ;; ) _-,., �, , � 11 �� g,,g,,�w ", , �, \ . . I f1l: � � i , I , " � g 1, i,'�111_5!10 -A? .11mv ­-1.1.0 - si, "g, _,%xg , ,; " , , / " � 4'� I \ " � 0 WM v m I-, AM L, -4 , � � \ I EXISTING oo-YD � I 11 1::�� . . I I I I -, �1'k, 5041iwlffl i" , 'm -. 1� , " I I ,- , - �. , , I r- - : i': - - j - I � \ .� �� iii,,,'-,!.'��iii . I , ­ , % _____ - ,�j 11 '11: I �.) L� -1 I /� \' -, - -, � - - )ODPLAIN (TY ']�!!�, :�', . . "I L__3' UTILITIES: COUNTY WATER AND SEWER \ I - 11 ' :( 4' EAM I3UFI­-tK (I Y 0 11 - � I ,-I'......"....', ­ ­- �, - - ...... j_ \ - , - N . �1�11_ ��r . . I - I -_ \ , a , :!�_ X5 3 I 111,1.11�: ij �' �0 "' � �6 j L `-­� " . � , 1, \" ,,_ �­_' "" " L_ ' ' --,�- ?­ v� jis -,-,I,- _'I lffi.�'111H;#;�. _ � 5 r.� 9 , \ ,, � � , � - I __'_L> . , .,I', , . 1; I,- � � I .... .- , , \ � ��og�. 4 ,5 �.,,,�,3%0 W , � , -, --�f I i , ,� 11 'i�', -_ , ". " " , _� " / ,V,"Z' I I - _ I P-, -, I Ix "11 .� , � - _`tl.,ZQ:,��m - , �/",I&�% , 11 Ih, --_ -003Co2BoD I I j .., I \ 1, _ _ - , - , , jV I ;�E > - 1, , - "�� .� I , , \ , \, W _��_N' - , , I , I \ , � \�_,' - """,, i�j� I � � . ,.. , 1 iffl , 1,11-NOR"', . �'��; xe , � , , I ) I � -- - " FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 52 �_ ,: .,;�, ��, , , I "t ffil.,�@" =� _ I A \ 1, -- I 1 .!� _� 11 I I,x 7 . , \, , ­� "/m , I I , , � , , ­­_- ,�x _X,,�', I- __ - I- LO LID kc � 1--i I ;q ", , - "I I , -B— i I , , ­1 I I '�,;;, !�i � ,-,, - , � - " ­ - - �. � __ , 1, � , .1 I _, _�, -.11-1-11 ­ .; I ,w%t I , 11 1� \ I '� ` ; I 1.�/ I �i'�gj, �, - I,�i�j�i� , 1 7 1-:­ - I 1-1---Jl DATED FEBRUARY 4,2005- IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE �� 9i , . . tWAI�IWNI I ,WX "' . � , - - . _:-, - ,,,I,-,-,,, I \ _ I � - 1�, , - ___ 1 7��4'/.� 1 " - 6, r1j 1-4 . BLOC % '. , ,., , " - 1.� - � " ��.�i��: , - -- j!. k I , I I �ll",""',,.]�i:,,,!;�,7,:::��i� - - �. � 1, ­­ � , C) -_ -_ -_ -_ -_ \ I , / " :7,"]�LI�.�::'.l , �� -, , , I ,��' ­_ � 1, 1. �_ - I INTERSECTION IMPROVEMENTS. % �,;I 11 , �_ I — - - �,:" :­;j"' t / " 71 ( , LO �, K 4 - - , -1 � - �1 e ') 1;; PROPOSED RIGHT IN -RIGHT OUT' ;` I or) m ;: �1_ , ) � I � 'I - , I - wk, !':v� " - 11 I, .: � , PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF �:,�'?� 4 ., ,z it I - � .-r-,- , ` I ' I- , - , , , � � - ". - � 11 lkffl__011`��"Aflm f , Z, / THE PROPERTY. `!;i I I - ',� W4 � I � g,��­" I _. / gIr" - I I / I 1� 11 MARLEC UNITY ' ,� ,,. ,"f;,�'i_, i,­"­'_'­ - 1 �� -4, ? - \ TFIC CIRCLEIROUNDABOU I MAY I � I 'g". . , X,: M'14-V-A��, . 1_1 I -Ti; J�� / --- � ��,,,�, - ALBEMARLEC � y_11111111 - ... �� IDGE - :��', �� madxi ,',%,�,,vj�;,1­­, ... _1 11 G SEE BROOKHILL TIA REPORT --- - _ a w - . " 1, � 1�7�_ 1 OMERY R , - � "'� _ ,.,- ,�­�_mo _W �j MIN'. 11 , __ _ �r NOTES: IvIp\ I Ill _� I r" I- ,��, - 4'. , FOR FURTHER DIE I \ -1 1, -ONSTRUCTED ATTHE '-,,*.PRESERVED STEEP SLOPE BLOCK r, )�;�`M-'6` -- " ""' �g;" I - iE ). ,�.. - - Ill"��,, 0""I.gs'.�.0, ­ I - , , I 1, BOULEVARI .- __ __ - ­ . - ft I `� '--- , ----__ 11. SEE CODE OF DFVELOPMFNT FOR DETAILS ON THE PROPOSED STREETS AND STREET I � ,�: -, I q . N �, ", �%111 4-.v ­, L-T. ' - i I - �A - � - 4 ,4 � L ____ - I D ., --- , 1-1 �� _­ "' .' T � � IN � /,-- I I ... 1� CRO55 SECTIONS FOR THE BROOKHILL DEVELOPMENT. I 11 I � I I I I � I - I HE NORTH/SOUTH CONNECTOR ROA , - � � 1� - I ?,gI,�, . k, � 1\ � I \ 1, I � ,� 1, ,� _.__.,_,_____1_­` I \, � ,, "I " I , �1 i r r, .. TION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE I �i�i���jr - I ,%------ 11� , g-, mo ,- I t 1- _, - - ` , ;/ -J �i . , wk�� _____� " I 'I. c " m �,N �� .1 , "', -:,. EXACT LOCA ��k� �' '��; Z - - If L6 , I , DENTRANCE INTERSECTION OF MAIN STREET AND I, .1 ,,,, Yp'.) ' ' � I "37' - :j , - ) � I (T , 0,-§ ,,,�/,� I , p r " I, f \ - � .g.-m, ,�,, I 1, C " 1 I �, ) ) P E � I 't ffl� , -,�i�: 1�11', I I I I I -1 � , I ,�, .. . � , I 'Drm� , ,;,. ,.,, , ) F "" �, gmg il P01 I <� r ----- DETERMINED WITH THE SITE PLAN PROCESS. I ) � �, � Ij - "I 11 I I I I ' �"' � , -� I �, �'� 4" , � 1� / / .; ,�i��!�ii�v -, 11 I I I �"­`�' , �,, - ,r,v � .- I I I ,�� ,�, � � . I I ,; \� I "rr , , ---t, � 1-1 - SO -, 101N.I. "I � 'TREETTREESIN ACCORDANCEWITH z / 1::::::::::, / , �, 11 " - Re-3 OPEN � ,/� I 1 1 ; � �,', 1 7� - , ' q; 00�- !,"EM If I , -, I I ALL PROPOSED ROADWAYS SHALL HAVE S I � I , li�i� . I - � 11 I � - - __ - , 1-1 1, - ,,,,�/ ­­ -.1 - I ,�,� $ � . ", \- - . � I 1, ,,I- I I I I I I I '_1 ,___ ­ I � , -1., - - - ­_ -_ -- ­ _j_. - ,SPACE ", ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. � ; - I .�!ijiiii�il 11 I I I �� - . � , _.1 A - .", - , _5.. " 'k 11 /',-, _? - , ,,i- , i i , 're �_ .1� ( : � 11 I, , ", - �t �_ (TYP i , '� 1� '41 ?N1,-i_ , I I ,`:', ,/ -_ 3 < . .��_' -1 - I W Ai,R I I -_ I , I .. IA - ,_ �, � -_ - ,-�-, ­o, �­ , g�,_ '1y'�1I;p111K0'11'M w - " �. �'. ­ ------ 11 ; � "', ) � i � � �ii�ili�:� , I - - __ - , g Ig, , . I I, , (TYP.) 1 ____ 4. __j 11 " 7 �ft ..io; �z , " I - �11 I 1, " - �- a � �, - NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE , I - - I ­ I yg­fi,s�"' w 25 " I , 1 2 .1 I 1�/, j OR FOREST LAKES. '(1 , I P .1 / � * � I . , . * - ; i ��i�:i'�'i'��i��L�����:��::��:,�::::::�i�:�i�i����j�jj������..�,� . I 11 � w- '­'I�N 1. - "I c_ I'M pl��j" OPOSED I �, I � I I I I ", ", Mlv 4 .11�I'l-,�",-,.�,l��g;,�,,v,r,��, , "r-11, " " I , 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE ,;; �!!��Ii� . 14-, —_,_:., � I � ,�,. , , , I ' / <",/� '/ , ­............ *'�---.i�l__ - EXISTING 2oo-YEAR , R, "I'M '0,55 7m; , �, %`\�R' 1;��i,' j �! ` I I �'­r'M'.,--O.�, �W, , ,,, � 0,1111 "� ��:�i�!jijij��]�� -,, � 1 )-' f � ej - � , - ; I�l I , F .." . '.. BLOCK 1�_' / I ; I' � ,e, I _._j ,I:. - � .... :.:.:.;.;,;.;.;.:.:. 1, ����--��iii��!�!���i.'..'.���f::�.� I ) , ( \ I -, " ­ - _FLOOIDPLAIN ki yr. �'N`N.13_ , Wx ,; ) i :PRIMITIVE '-, �� / i I 1',�,,�, .,. I 1".".. , -1 � '.j. , ; � � � - "", � ___,.__,_._1­ - I't � lrm'� g - " � "' � "I "I � I EAST/WFST CONNECTOR ROAD TO POLO GROUNDSROAD BOTH REQUIRE FILLINGWITHIN I� " �:��i!�i��ii�;i, I , ,_j__, _. -, , 1, - - , I I 11, - , I �--�­­',y,�­, 7aj� - .�� � ?" I � / I I �!� I �_ � � t� / i:;X4 1, "_ � � , I I—' ­ " .'m?­­ -,.,, TRAILV`o.. I, , , - - I , I ____ ... � I , 'I I _­ - � - - 10""i �,g , ,,, I- THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS I I, , , 1A " I , ( - --I-- __ . " " , \ � ". __ , " 0111 / y , , -- 0 - '. � ", .i���I!, , , , " m, �xw ��,, , ; �_, "'. I - IN M,� .. ,�a�,A,;? ,� , I 1, I., � I ,g � t "I ­­��,� '_ " , .. I'� 11 - � .1 M N, 1-1 1� _Iyllm�­X�.--,ny . �, TO THE FLOODPLAIN. - � 1� 1_. : .- - , I �, , - 7&,.. , , p ".".,��,%-�' - - I f . U ---,- _�,�� - T.M-46-18D , - . . - , , �' , I � - - rg�� -I 1� ; 1 DEVEL , � , I t , , ,_,, ,- - - z .. I g,�x / , . P111 Oyq - - � 0* "gv§ - , I I '�i�i��i:��', - _1 � I ­­_ ---,,-- - I I .1 - v, wmia _ ,, '140 � I / \ I I � - � I 1� - - - I I v* g i ,,�, - .- - . ­ -- I -0 �0� Aj g3� --,�-­wmm Ag­%AN��, � -I, " I � . � I -,. , I I I ; ,I " �/;� q ,�,%­ . ­��g` \�) I I I __ I \ 1 2 �;!�:i!i�I�I�i:,ix.:��, .. ... .. " ,-9,: � "' � I 1� 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN . ..., � __-, IE � � I I I - I-, �, 1- � ........ .... .. � q'g,�,�, i�g%: � -� -, "" I _!, L.0 , \ 1, I I ,v ........... ?,Ak�l _4'%��,.%w�;,* "' i---a � "', ­1 � I _ 1. __ ...... . , , ----- - .................- - I � ........ Z� A. '18.4.22. EACH PRELIMINARY SITE AND - . ..... .... . , ,,, - -,- - -1 - I/ r- - � , 4 "._ I I ____ [ - I A _ ., �,w - 0 � BOUNI _�, , " � , 7r " - I I , �o � .� \ " "', - - ­ F�p ..... .... , � , , ,,.��MIII- - 1.1 ,,, �i��!��.��..,.� , - , --y , , d A , ,,, , , , " .� � � I , ", CRAFTON CORPORATION / I I '1� �� � I'- , .. ,� Ill-, , � --- I , , ,, � '. / 11 . I, , , , ,� , ,,, ,,, � ,,, 1� , . . .... .. - - ,� , 0 A , ACCORDANCE WITH ALBEMARLE COUNTY CODE '. I , , � "..L....,._ - I - - '. ,....�...,__ � - __ "o I 1 _7� 1 - . _...." - � � - -- I, 11 ? - f I I I ED NEIGH BORHobD CENTER - -11 ..."..", __ � _' - � 1� - 0M \ ., �! , I- \ -1 \ 1, , . �/ T�0 900 I � 11 " � " I— , , 11� - , 11. ��!�� "11, 0 - ,tl,,,�If ,N,'�"A­mg,%�-, 'p 1 11 � , I � i I ' ' , I , , , � , ,,, ,,,� &, ,_g , - / 4ING __1 / : EE ,.� - - �, - " _'...", ., , 1 - I , � - '........, , .", , .1-1 � t' .1 . ........... , SUBDIVISION PLATWILL INCLUDEA PARKING AND LOADING NEEDS STUDY FORTHE , - ...... � , ,, - I . ROPOS ,- ........,', " ��������ii���!���������".!.�����ii��.7 , i '[�,� ....... , 1 � "......'..., . . . . ...... � , ,4 - _ _ j I .1 I ; I iif I Ii I ,............." , ,1::��,.--.­. :2 I (LOCATION TO BE DETERMINED Y�i \\ I L" '' ............".. , .�i�:�:�:�� ': ­:;::�,, � , RIC, ��,, , � 1, .I. .1 - - - _.� � '........".- X. I ..... � , ,- :�;;::::: PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. I! ; �, ........"'., L , , 1� .- 1k ­_ I � , . - ,.,.. - �� 1, I � ��I�_tzl .M' I � I , 1 ... - , '. �', � I - . . . . .... I \ " , : I I f ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY y . . .1 VVI I ri FINAL DFVE - , , I I �� F1 7- '\ ! I if 05 I 11� i X", , " 1. I M u , I I / , -, -1 --/I- , , / \ � I I � " , I, ,� , __� � , I , /)! � 'I f 1:i � i - � , I" , � I t, �, _L , \ 'i.-'�. ,,, -1�, '� � , . �iii��� , , ­ 1� lj� i, I -,,.,::, � LOPMFN I PDAN�) � - - � 151 1. ,-- � i .1 X., I - 1� ", , 11 ____ ,.::�:::j:j�,.;.", I ­ _ I 1-1 � - � - M?7g� \ \ , , / DAYBREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP I :�:�:j�ji, ! ., � _ �� �� iz i - I � � ; - I 1�,,v�'.. v q­ \ \ � , � , ,, '-1. / I ;T�; � , - , - _il�_ - .1 , - I - - -*'I , , 1-1 ---- A , � � I � e ­.- �: I '. , i� , , � ! :1� �I� - -, ... 11 I.. ��. � . i I , - -1 , , . 1 , ", 1�1' , ". \ , " �5,� I j � i, ��iii���i�i�]�:��,',. ." ... it I.. 'O -- _i�� I 11 _� � �, � ", � �,R j i9��gSffl % ..% , ,� , . � I , � i ',� "'t "'. I �_,_� INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT I ­1 , - 11�W_Rllnl­_�11�90_�, , - I �11'� 11 �! I I I �,�,��:j:�:� j� , / . . : - I I \ ., I � I 'I I i � f -g,-, & gy, "I 11 ; Z Z 0� - t . "g, � � , �gs'q, N , IA , , t ), y t ]i I ­­ c� / " , ? ! i�:��i,I!�i��I !",&IN � - - � \ I I , - I �;::�Ij-:�i� �11 t " 1401 1�1 � , 71? � I SAFETYACTION PLAN. �_ * . , 1 'T f I / / - ; I �_ __ i . I - , �!:: 1. - :1 -11 I 11 11 / I i , I, A:iii�ii�; �,�I�m, tn . 11 I--,- Lj.j -.0 . , x , , I -I'll \ f , i . gt� ... ,.� x.;;:0,_A-, ,�, , I I / I I i ; ..'..'..., ......'.."MEN 1 8 � THE PROP05ED DEVELOPMENT 5HALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN PROPOSED -iodBUFFER ALONG RT. 29 !1,11 ,I , zi�i!�.4", ,, .7 � � 1� �',. - �_. 1 � � 1 C'3+ ACRE H ISTO RIC - � �, � "Pr,i !� I I " - I I I I I � \�cz, ��-;�,�,­��,,�,, , , - I - Ln BLULr, 4 I "I t -1 " ,,�i' -1, . V _. - I ,. - ',r�;l -� -� �_ ­ . I ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OFTHE _-�. I.­11 PE BUFFER t I �, , i r . " I I 4"r\,L - - __ i I \_� / i X � 1 "' ��'.-� .1. t 11. i � ,BROOKHILL PARCEL BL "' . 5j,,,� ) ! � , 1 , " � � a." �R III i g. 1�11��­ W�; 11 70'NATURAL LANDSCA I I _� - it % 11 I � ;, .. .-.-, ,--. ­_ I ___.j 'LANDSCAPE BUFFER i i " j0 � , �i�g , , � �� � " f I --- I I I I - _v - I � ---- �_ m-Fy � -,-",­� ., �� - : _0 AMENITIES PROVIDED IN EACH PROPGSFD CIVIC AREA- :�i 0 ;; M ;*k�*x�::::��f�. . I ,. �/ _. - " _7­ 1­2- 1, _ � ___� THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO cl- - . & 30 11 t:*�,"; j 1 111_��IAI_t, ; I , - .�ALBEMARL -J-111. .,,I ,vigg �, I 11 ; � f 'I I ,� , % ,'7 " 11 . �' - - - E W­ ,__:,1Y &� - � , i,j I 1;� , " ,-i / / x -_ / E --K "I - � �_z / ,� f -I " MANAGED STEEP SLOP 0' �1 � ",?,. - ;, %, '7 ' I " - , -, ­ .. .... 1- - I . i�� _�, �. I : I - � _ - _�_, / '�y �01, 0"I" ," ,I APPROXIMAT , E LOCATION 0 , F,: 11 ­_ - � -"- ,\' __� *�_� ) j" I I I � \. 7i , I - k 1. .,go ' �'I'GREENWAY �- 'M11 -, I � I / 9 ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER _j 1�% =� _1/ I _f -bm,g �, 1, ; MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE 1­1 NOTE: A PROPOSED MULTI -USE PATH f � � . I - . I � I r/.xy�, - � . R '_ � :z. < � 11 I HISTORIC MARKER FOR THE . ,... � ... ... i�;:� I - 1% " �' Al, � �� " I 1,.X I � I ., .­­. -1�7 " " "., ,- _, __ _ , (TYP-) I ,_ 1 �11 �, I .:i­ 1, 11 � � 11 ­1 , .- :��:� : , __ . 4 I,- -, : . II F"I/ 1p!�::�� � i �:�:,i,:: 7, : :,.,�� 11 :: _� "I - I - -,, " ,� ,x-. �. - -, -- - 1--3- �F­t,;W.,?� , I",�,�'. I " DEVELOPMENT. -400 T ALONG 111- � � .1 ii , '!' -, - - � I ��. -, - -­­�p - I . ................ - '$ - 11 R111 - . . ��5 g (I yl-.) -11 '11- c. IS PROP05ED BY VDO 1� B RO 0 K H I LL PRO PERTY � 11 � 1 , I i ..�:!. � �', . ,. ,, : ,­ ,- , "�, , � I 10 ` :� � I I., _. - \p... W �� . -/V- - ��r/v ", .","'.'...."". , T(�)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR ,_� ,:�:_:. .:� ,. I I , �: ............ , ROUTE 29 FRONTAGE OFTHIS k i�i I 2 I � , I �.:� - - -1 I'll ............ —1 CD Lu � 1!i� _,-,�_,--�_j �? *v" ! ! \, - ;�: I ". ��: ­1 - � ,--Tof ­�5,11 T ........ - ... I5 - 1, ;� Z�11:,M�­gt­ 1 "._.__"_ _ I..".."', ,�Nllffll 10, CONNECTION POIN *_ F:::­: PROPOSED 2o'BUFFER - _ W I I— ........ . . "., _� __ .... ,,, � ,W",f� \ __.."'., � - - -- -, .. .. .. ..."", �.. � . ... �,, ......... � :j .1, ] �; ­j�,1I'_1I-1V1, 11 vl'_M4�1 1:1�1 ..,._,__I_. " .�;., m�,:, �";���`t� t . - - I - �. � I , I , - - , , i:�,:];:�:V:::: I 'm -, �_' : -, ;7 1 , � '5�,- � �g �� -, , ,�_� �,/ 4 ", - ,�,� N I, ..'..."'."'..... - _1� _T_" - I i � �"w "w", i,- . . .. . ...... -3 - Ii r ; i , _..V.......... L INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT (�DDHALL ONLY BE A PROPERTY- PATHWAYTO BE ", � .... .... r . , , 11 11 I / I : ; �,�::_.,:, , ..�, �;jj , .M!�, 1% . .�...­,: i..:... , 1, - . , I 11 EDESTRIANIBICYLE ACCESS CONNECTION. , � 7", � ", , I ­.ill,.Ilm��I�ill� �. I � I.. 1 I ]_ i - _,,��\ \ �, " I, � , - P E - (1) - .. . - I ­­­1i111N_,­ , - - I � 1. I / , " w_,A, !7 1�� 1, ,� ­.,­.. , , t� \/ h , LOCATED WITHIN THE VDOT R/W. - .. � '���*��:� I 1 h, ­ �, 11-- I �: _1 00 :E . I ) " I I ,�,_I.��*,, - - I��i� , :.�.! , :__� .1 I V, �N, UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND �__l � I 4 ? �_*,�***� r7' - ... :� p'..", � �, ,� " I '11. h7;! �, r�� . , 11 � ". .:::;�, �, �:: ��:,:�­:� i LOCATION OF EXISTING '1-i_/ .� f ( . _ A/ - * :; -�" 0 . � . . : 1:�� ,.-��m �< i , , ,!i .; � - - .. I . UNN CEMET[ I �', 11 !� t I � . : - � ­ p,�%, I fl\ � " �m� -1 : BLOCK 1 Q I _111 I � " I I _ � , � 1, " ; _.�/ �.. � �� 11 11 � �'��y '11-l", ��;C;�­,v, IWIzz"', NOTE: ALL STORMWATFR MANAGEMENT FACILITIES .. �� (3 II? I ;,.11�6_.,_ , �I' Vl�l,_114�1`1_�� DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. �1'�! "' ", i r . % , 7!RYTO t� . - 0 Lj < ' I I - " " I ,�,��,, .'_,�,,,Al I�� I ; ,11�, / L, ; i , r " ) i" , �. I � �� REMAIN --, " \'L- L O a, , ;,rl ,,, ,;;,,�: � � r � , �,� r "I . . , , , I , ., -, . �, 11 �:: 1 � :_ .. I �� .1 � __ ,� I : f '. % I, . I I I �"e,gl LEGEND I " , 1, I 1­ ­K -I--- ?1,1 ,,/ I W, ,0.�,!, 1 .....".."", , "x �, '� , 111.9mm _ I . I � I . � . ,,) ; 1 / , I I � I" AND EROSION CONTROL MEASURES SHALL BE ��,,�, ", �`�,: 11, I , ,�2 1 )", I, i ,I .� �, , , A - Z __j 2: 1 1 t 1�,� ,V� "I , I � �I, 11; � I I I . -* . I \ , I , �. .� 1- - 11, . - ", 1�1 I rk,g,-r,g �,,,I,u ;1111;"1 g - Y/ I, , , I , 11 ,I k .1 ,' � 11 I I I 11 ,, - / �It � I le / "I ,� . 1­1 11:1 , I � 1� � I M _ , e LOCATED OUTSIDE OF THE PRESERVED SI OPES. F77777:1 "'15*11 X- .1 "I , .��,E: �1,11.1111w , I , �"" ,� . I Y I / I ji I f . �1,�, / �, " 1, 1 4 el � &pz�w,, 7,/ I Am c_ < I , , ,� , I ,� ., I - _0 / ,X,� I \ � � � � i; I � � 11 , , k � 1. _/ t ,I i ! il .�� __� BLOCKIlb-) ; t , I Ir _,� � , , -1 � \ L�L� GREENWAY PRESERVED SLOPES , ��' 11,X " 0, � \ - I _k - ; \ I -'�l'.�l,"�,',,��,'�%"�,�,�,,It'� , , Z -_% z I � . I I , : � AN,- v , ,,,,P�/"P"��, <1�1 ME I I , , ,,�, I " � �it;l Y (TYP.) "N" � I �i'llo 11 ; I 11, I � � � r ; , ; , - 10% , , ��11`1 , I - L ) � : :,,, 3LOCK8 Y I , � � �.�i:��:�!�� � � PRE " w J, I I I I I ;�!��,� ,, ::r ; ", � � I , ", ,� �, \', I I " I - I'-, I ,� :,':� I ,: 11 � . � , I , /,, I I I '�< '��,!r A, -X'?%, I � ---�__ '11 I VEGETATIVE BUFFER MANAGED SLOPES 0 < �7 Ill - , . , I f . ,V ,�. _ �� , . .- - - - , �!����i���;�����i�i�����i���;���������,/�- I it (TYP.) ',, ', _ _ ­� 1x0y � i I , � \ 11 �: � : /I ,&,�/ Im � '. :.. I , -:�i�:�,��;'��:.::"�..�";"I't , I N - -T,j wg,m - � "'g,''n - - ,,, I I - _. ­.. /() I k ­ -,-4 ;wrmx1M_11,;11,� I, 11­ .1 " ", ".,.! - I, i I � __ I , , . � R - OPEN SPACE > _,p "I i 1 AND OUTSIDETHE EXISTING TREE 1�� , ,�:����]�������������������������.",',,�.�,,, �:�*"i�:�i�i����i...,�:����l?';, � ..., � I _01. �,� m r%Q F=_1 -­ . � , , %, " � . I - . 1 7311101 ­ _�� --- , �� I ,I I - �� � I :��:�:� �:� / q- .., � - -- - , I_ , - j I / , " ,` 11"! "I I ") :.J,,,:":i . , "F: i: � � : t � " ' ' " _;�e , q �� ! , < , -��i:� _\ ' " ,,�, ,�a . NOTE: AREA WITH I N TH E:Lao'BU IFFER � ; /0', ,,�-_ ., _ __ __ � ,,.,.._-.-._ , I I ., ,, � I ,I - _ ". -- : . - , ,, , / � - [ ' � ' --- " . � ": ::;�:: $K.�**,�:,;: :,i; I:i�.,'�,l V - . / / � - 1. � � _� ' W , ty­p-g,-r l;,qx, �`ffl I � - ", ". - , ...�.,.�".��iji�i��j���l��:���l�i��i��,i�-�.���i � U ; �� , " ING io_ . E-1, , . I �_ �. ", . , . ,/C'7'�­,_,:-�, .� . �11!�� 1i:;*:.t1 �����i,z��� � � , ,� /` EXI�T ' 411--Tw ."gmrp�r,l %-, I - I ___ - GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS 0� LIMITS SHALL BE REPLANTED IN I" , I / �1�6; � :I � i�i��I��;�i,��ii " � - "' Al - - .�- - / .- - __ -, / 7'L��, , i 11 I I �,,nP f�l", FLOODPLAIN (TYP. � ;�1,1' - 'MULTI -USE PATH � ____ __j . I �__ � - I I \ I - �11 . - -o ;11�vi:.::_: . � / 11-1 ;i�*� ,� -.---.-, / �' , I I � " , I 11, \ 1 4,jigg— � ____ w" .4 NCE WITH THE PLACES29 , I � IM , .,/ ,'!,,% ,�s,,,Y��i�,t� � � 1 1 " / ,,, AREA (TYP.) 11. ., I . . F ENTRANCE OF - __ .7 - �_ / / - - N", I tv � ., .� ... 1. '. ,� "", . - . e, I _."'. __j 1 �; " ,z,;7 - - XISTING BROOKHILL ". '. . - -RESTED BUFFER REQ TS '�' ) I! ,,;�, f 11 "I � �:�:�i' , FC UIRLMLN , 1, , , ", 1. I I "'�- - \ , � 11, � ____ WETLANDS � , , _ ,_ , 7!�7'/� W� � - - - ___'� I -, . : � \ I f � I �//r,- -LgTH CENTURY � , I'/ \ % .1 � I ,� �� !I � � i ,��, '�_'? _' \_� " - �� t I � I 1,3 = � j 1�� % "I 1, ., HOUSE TO REMAIN 11 _�f - ,;�,,� , �, " . I " � t 0�1_1,1*11VMI, 10,91,1� HOA WILL NEED _. , , � i - "w­u �� - - -- �­ / - " , � , \ k / � _ � , KI,K, �, " , , . , �, , I I , � I I I , COMPONENTS OF BROOKHILL � : y -.1 ::: � t , -1.1 I - I I . � , �i I .? - 11� I . . I �,\ , I , � \ ,_ , �,, ,_� ) EXEC UTF ALL � - _.`.� � - 1____1_1�1 ­1 5 ; V ,�� " - PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL = I � � 11, r / - , 11 - � i�,,�, :: I , �­C� 1, 11 \ I - � R , ::� . " , � I FINTAREA I �, " I - " , , ---" A i" ; !��, , I '1� ,,'.�i��I!�i7� :: , � -1 " / q , \' 3 1�, 1, R R I _,.�....., ,,,, -1 ,� "I - ,� I )­�L. � � I'i Ill 1, I- __ , w" , - -- ( B LO C K ,- ... ��!��i�� ," DE FLOPM " z� " - ,,, �.-IL ,� \ LOWING THE Lj / Lid HISTORIC HOUSE & THE iqTH CENTURY COMPONENTS OF ,�.,�x I - It :, --i�, -- CONSTRUCTION OFTHE MULTI -USE PATH / BROOKHILL , -- i /k'v . " :::�:i:� 1 " �� I \ ­4 ��,- / , ; / - 11 ,,, - ­3 - __/ , i , P�9 il� ­ " , I � I ­­ - , ,, / - � " I � - 11- � � _BOUNDARY (TYP.) , . , a C, t� �e ! I i, I � �_' 1� ­1 I_- t_;,�-- I "I :: I- - - � ... r. . , 1. I I-- --,-;-cl 1, I , -, \ " �,;(X,l !��,,4,.t ." , .. - , ,-L--..L', C_ , EXISTING-iou f, - / I I , -i�'-, .1, ., I I—- - , _P.",�Li�%- I .. - -- '" - A PROPERTY. _,� �V" mm� _4: I I _ __ 4/� /& � " �� ­-, A,,,rr��Y-"- V;��­ If, - ­7��,,- ----_-,-_____\C�N HO ) , 1 � 7�, -.////"-,;�/�� __ , """, ,.,,,�ZIi�!i I "I",1 � - " ­__ , X - �� J � �, � - ,., -_ t / '7,�O,, '­70� , .� ,, , I ,��,.§ I 1,1 m � ::::j, , .1. � --,-----, - 1,IA"IZO�V_,,�.. -1� I _/1 � . - �, - f 0 ,��t . gl,m " "' . , ( , ­�,�, � - 4 -1 I - � - __ ... ?� - tgr , P RI MITI VE TRAI LWAY 'K f � - �pg i��i�,-� __ - , - ,,, I �, � ///; --- 11 ".. ) __ __j - FEMA FLOODPLAIN (TYP.) , mi "gp . , � g_ - , I nz,y p�wg3,; �, ".4'r-j" - - , I , "I - �0­, PRO. ____ __ I - __ ,� - i. I- 1, , -USE PATH TO BE CONSTRUCTED ALONG 1, _� . �k",' - , ,�,! i� , � -,e ,41 , � � � �,-��, �� , ! I I 1 � � ., � . ��i�i$lii . - -"/�m, � , " o'MULTI g �/ �/j, 7 �, "I,;$" 1 , , ell�'1111 , k'�xZl ',­­­­­""­_­,,_�, S .,:,�,� -PA(_ ,�­.,,­j:g ­ I N .- I I N 0 g" -V ­', I I ­ , ) THE NORTH SIDE OF POLO GROUNDS ROAD PROPOSED TPAN51T STOP -TO BE INCLUDED WITHIN OR ��,�,,��,,��,i�pg�t g-� - , ,_ - � I I I � ! ­� ;��, 11 �?/�,­/" I I - . ,,.,,r' I , I � -, _/ " " �, , `1� 'k& �Ik_,'�K///, ,/, -1 , , ,� -p " I , ,/,//­;�, (I Yv.1 � � � ,,/ _, awl"i � ) �, ji -Nmp/-"oy,� , )" , _7 et- 1, " WIE I �1� \1 �_ I�� " 'j�� - I � /,4" -xvx, e,'�� -PURPOSFT-­ '�"' �4 . 1-1 �', N ., / ��. r " � �, � ,� __ " I � �, V�l � ", _1 , , M'e' - ,�, , MULTI 0 ,� , � "; ,' , - ", I e � �.!:.::X, I ,/- _'_ I - - 3?�I'g I ­ , '. ­11 ''m C� ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL L.r. , -,F-�­� ,,�i'IU.,�,rgf��k,4-, 110" v H - -- - -_ I " � I ,,,� , , t.;�� I., , � I - I.", �� � N_,��_:�, t. " F �,7�1­1­1 .�-,Vpj ,��/y z, �z--���"15,;,��,f,f,,��-"I�s,;I M. - - ­` W,MX.-_­­q; 1, _� 11 I iNN, " , , ____�___ / * 'M x� I ��;' ! " � , - ­­ __ , rzy, 7Aqx'v­­zqy2%,3 � ... __ LOCATION TO BE COORDINATEDWITH TRANSITSERVICE. " ", , r�?�,&�7/,� � ii�� . .. �/T /� �-�r 'g - I ". . '... �� �,�, , _� ­� - �cf,7 ,,-,4�j_�i ". � I .:::::�' ,� r . S, - M �4, , , I % je ,�. ,�:,,,­%�w.., , - � ,l - si .. mlill, Riga , "", , -A .7 1� ___1 / 0 m , ", " ?�", ­::� , ` - POSED PEDESTRIAN T6N ,_ i "j,". " �. �olz 1"'�:,_ NEL � - ­ I I - I , ,7 sp _, I , ,,�, ,�?/ , �,_ , " -�-­ \ , , ,,,, �, / . I ... 'Z%­ m I , , Y/ I, ; 7�, � " - . ­ ��:_�� �c,�� 1, 'I I I ..,.. , ,2 . ..... I " ,�� ,*�:: , - � 1� - _�� 'RZY 4__ I . .... .........'.- - .I�,..: ....... I , " I.. - r ,_� , '. _;�r , m . , ,�� - �,�- - - ,,, lk - - - ,­,.i. �, TI-1 . ��,�, . , " r �i gt,,..,�i I . . , -�� ` �,t�­ IMPROVED INTERSE , .- ; Ic 10 2P, - � - -1 �.. _ - - �.-,� 1,_, -_: .. ... ... I'll � � ­�, ­� " ;!;� ") \ " 'Q'c- occo EXISTING loo YR FLOODPLAIN - `�" '. , ,�, .4 . il'1,111'11� , .. . I I 0?7 , / .� -1­`%i� �, o'-NI"?'y " , - -.-,- - --I-- I I ,- , I ;1 ­ 1$ I- ­ i,e , - .� .., ­ - t U - __ .� 7 _�y - 1::t��:. i,7i,��,=; � , - , _ t �'11, - , - �A I>\ I" - ,Rr , �j " � - , NOR T TO , � � ,�� �, 1�_ , Ii , ­ � I....... 5 I , � _-, �' I I - , ­ ,,I t AND STOP I "r.. .1v .. Mi, !� I - A ROPOSED IMPROVEMEN I;, - 1 �4 1"' - __1 / -w-,­ - STREAMS "I - - - `� . . . . . ,. - ."'I'MI- ���.. .... , - " , -1 . �_LO_GR. U, ". .',.� . -0-- � PULU GROUNDS ROAD FOR (" �­ __---- - - ,, , _41 -, I �, � 11 , __ � JUNE 15, 2015 SEE BROOKHILL TIA REP, ... � .... -, g .'� - - i��;� �1�57� , .� - - ­`�' I _-, ,'.9 I , I t_ - �.,�) rA 7, ND - --- - " �, 'r , , 2 ,,, � !��i� 1_1 , __ ,. . ". - -­ .. - .� I- 11 / ­ :, - , -,--- ­1 - , UAD %_:Lu-) - -- - - - " --I � TURN LANES - I 1� I _,_� �� �.�gjr � I ­ " �:::::: ­ �: , ) , -- - I . - ,-'-,-I _6,q�rm. .-, -��' FOR FURTHER DET . �,_ 1)'�,M­ %., , _V_,� , -, ___ -_ -_�_,__ _'-_­­_�- _­_ - SEE THE POLO ..- _,K,�.M ft I , ��11 , _­ --:-__ , - __ / 1, !,,j . _", " ,, -r--ri�1-y" I 111--Z& "­ H. � t` �i 1'� ,�­10 - mlY �vlffil � 1, _�, ­ -j�ctj p '_ - - - -.", - __ __ - '. - ___ \1 I 11 'f ?J, � : i" ­111 01 _� � - .1u - - - - * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED �111 2� ,,� � d / ,3) __ - - _._,� � GROUNDS ROADWAY � I -�,� I I � li kc ��_ -1.11-1- 0 11 -, I "I / � �1. T - 1. __ I R ,�', / I. . - " __., " ­1 I " ___ /I ,_ . ; � - _0 .- , I, � ! il � p,'-g,,,., ,,, ,�,`� ... " 1. I � 1, ____ I ,.? � p ,�,, -�,� ,,,..:� ­1 , - ! V:4, I "I _­,�, - , ;,/I 0�, / , ., - - . . � ' IMPROVEMENTIPLAN """ �v� � , i� - - __��%. . � 1, ,­ _1 �_ / .'/-f4;M I 1 / -_ / PROPOSED LOCATION OF CIVIC SPACE �, �, , ":. I ,­&/`��/// om'7' M .,- PPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30'BUFFER ALONG I - ., �, � I .. . ',�, - I o A " . I ,:_o � ., � � jj�l Ij, i I I I ��, I "' - " ,,, -----___ ­-�CALE--­- I � ��.­,­111111111111­­�, " GRAPHIC SCALE * I 11 � X�M'.",�3""""";.- ., ., I I -- - I�jc 11 i 11 �, - 'POLO GROUNDS ROAD I - 11 , - .. ,��,-Xy" �,�, . ;;- _� , , ,FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED - _1 _*_ - ___ z--mmaug io'MULTI-USE PATH "ZI/ - ____ . Z,114�,,� '17,--g ,_ , , I \1 !� 1- I / -"\ \ '1_1��, i/ >_�/ p ' \ / 7 - - x _-, - - i__ , \_ , -��,Ji . ;,-f t 1 . _._,". 40 a0c ---- , , , �', _., _ 2GO I - , - 0�z_z z,05��, " � : I . . 1_­­,- _ / DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. 1� I -_ : ,` � �t _Il� I ­­ -, - I ---- '-�, - " � INP�% �4 .k'%- _ - -, __ __ __1 7��-z4wNk_�', &,-tiGA, , _1 � I - " " - _�Ilj , ,��� � - . 1 7�:� - PROPOSED LOCATION OF HISTORIC MARKER I - 20� -, ." 11111 -_ / 1; 111! -__, 11 i I � � ,-,),,' ,.,:T---,., � TAILS _",� 1_1:�7 , ___� I itv�-7,7�..`,��--�� ,­ - 1, - ., I ."", � I -_FL__ I I. -:1 r �. " Z �, - � :; '-' - __, - �11 I 1_� i;: I 1�. . �,,�, 4'. - .............. . ,)j,�,� I'— ... , / , I -I,-,- -- , , � � ,�N ­r' Y_1� laj -:L8C \ . _,­ ��, ;i"; , _; V, I , Ook 't, - � �2=4�;,.A*��--,� i; 1, ! I jr r SEE PROFFERS FOR FURTHER DE _"., , I I I I I ­__. ;,; ��iti.V , , . : ­­ �i. . � - ... � .... �_ J -\ , - I T.M. 46 __ - ( / (1§ --- " \� 1) 4i!i ., I I .. t- 19rummm ------" -_ .1, - - , ,/ "I - I 1� _!��,i,i�i�ij�ij�!I .-.;;.-..,, r,',�,',� .. ... . . I�� ROPOSED POLO GROUNDS ROAD INTERSE ,�,� - CROCKET CORPORATION ,r -,------- �N FEET ) 1, _"_ .-.- ,. __ I .... . _____ �Zp -, N \ , 11 , 111-- 1� , " _ � _�__� , PROPOSED ELEMENTARY SCHOOL SITE SHEET I OF I '_ ............. i;or , " , -- " �f ,� _�ii, ... ....... ­­,,_;., I �i!K; 7:1­­ ,4,1. 11 . I—= !:--i'���­ , , I �) � I, ( - 1/, ---"Al J (", 1�, .. 1__� 1, � '. - / - - * ------- �� 1, , � �_, -��,., , � _r� � , ,,,/ 1 hich = 200 ft. � � - �_ K or,� ,T H 0 , � 'f�� 77� ) n f 11 , I ,_1 SCOTT R. COLLINSZ i.� lic. No. 035791,�� 6 4'� :z % '�S�S'IOUAL Ztlo' FK Lu L-i �: I I I 1, (n _j _j 0 r C-) � 0 Q) I � � � � � � I c T_ t_ � � � � � � � k! 0 0 F _j < V) V) 0) � 0- x U) D L a) u 2: - Q) _c � mr� A0111k rd 0 ;w Ill _j ­` zj 0 W 0 < :� m V) �- � � .� Lu m w) m 0� .ca _y a � U3 > c: .0 � uj C) :3 , MLAIIIII Lrm i ; � 0 I-, 0 C 0 c� r_ . -0 I I I I I I I I -.2 . . . . . .. . 0_0 r_ 0 cft _+1 ­i u Lu !�E i;� :3 ­` rq 0 0 C �� 0 —4 u 0 _�, I I I I j -0 r 0) I � � 1 0 ! L_ � � � :3 ­0 I a; .?! ul _�� L) . r_ L�7 0 > i v i 0 I V) i I -�, �� j 0 __ �3: . I v I V) � 0 � 0_ L_ � I :3 1 0- I li 0 1 I- 0 1 1 -0 Q) I W D I cu -0 � , 1 I r 0 i� C � �1= 0 ! = ul -0 I [ r- I 0 1 _f� i � I ID I 121- I , ;: . c: - I , I � � 0 I a) � —() 1 = �: I I.0 i - , . _0 I 0) Q : 1 7) � -0 � 0 � � 0) � � i � � (D � -0 1: r 1: � I 0 I : c ,� >� r 0 � E 1 ,r -, c: a ! 0 i z — I Of i � L,J ,: Lu � �� r : i 0 z � w w z _j _j 0 0 � i 0 i >1 ­` ! � , Q) CL 0 � 0- 0) > .- U] 1-2 � : 0 i x I ID ! : u = � � i I , � 1 ,: � : Q) �i , � 0 1 �, I � 1 I � v] � ,I c a) � E D � C) I 0 - r,._ I ­1 1 1 -0 � JOB NO. 4 -0 i � � . : I i : 182150 i !I D I -2 �� 0 lj$j: 1 ! I ­.�;.. 111 ,; , I r . ­ SCALE -I In VI 1, u I , 1 -0 11 :��::�;!;�;;;;; . -�,'mmm:lvti�* id.-P * : , �ig, .. - :; :: N. T. S. I c: 0 I 1, ;� i. . rrrrrrrrrrr 11. !I -�Ii .!. I . . � ;. I � � I ___ I ­___ ___ ,-, I fn - � c I a I I 0- 4fl, :1 , ���� ..... ::.. 0111, 1 Q) � � La , a) I _r_ � i.— 0 U L -� C O U O C O P 'A �NNAPII' X, BLOCK 4A I VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT -Y, DB.5121, PG.1�44,675'\ FA Lzi EXISTING STREET 6' DIP 14VIL - 9 EX. STORM WATER MANAGEMENT ACCESS BLOCK 1B PUBLIC ROAD OR GREENSPACE 'Z SCENARIO i SCENARIO 2 SCENARIO 3 iCAR is, z 28, Z� 9' 9, GARAGE PARKING ig MIN MIN � SPACE 2 CAR SURFACE T Z GARAGE PARKING z SURFACE PARKING SPACES PARKING SPACE SPACES + 0 PRIVATE ALLEY OR STREET 20'MINIMUM .2 ZO LL oCL: TRAVELWAY PAVEMENT WIDTH I 0wo z UA PUBLIC ROAD NOTES: 2. EACH SINGLE FAMILY LOT WILL HAVE AMINIMUN 51DEWALK 4 '.. OF 2 OFF STREET PARKING SPACES. - 2. OFF STREET PARKING SPACES WILL BE LOCATED MIN _1 EITHER IN DETACHED GARAGES, ON PARKING 2 CAR 3 PADS OR A COMBINATION OF BOTH. GARAGE MIN Z' I 3. GARAGES WILL BE A MINIMUM OF 1-8'DEEP AND LOCATED EITHER!' FROM OR GREATER THAN 16' PARKING FROM REAR PROPERTY LINES ADJACENT TO THE SPACES -- -- ---- PRIVATE ROAD OR ALLEY. THE 4. GARAGES WILL BEA MINIMUM OFF' FROM EDGEOF PAVEM9frOF PRIVATEALLEY. F_ 7 2 CAR GARAGE 5. ASPHALT PARKING PADS WILL BE BUILTWI1 HA k PARKING MINIMUM DEPTH OF 18'FROM REAR PROPERTY - — 1SPACES 4 l LINES ADJACENT TO THE PRIVATE ROAD OR SPACE WILL HAVE A t — - - ALLEY. EACH PARKING MINIMUM WIDTH OF 9'. 6. DRIVEWAY GRADES MUST BE 8" OR FLATTER. THE GRA[7ETRLlN51TION 13ETWEENTHE PRIVATE ALLEYAND DRIVEWAY, BFTV/EEN THE DRIVE ANC GARAGE OR PARKING PAD (OR ANYWHEREINTHE SCENARIO 4 SCENARIO 5 DRIVEWAY) SHALL NOT EXCEED 20% 15RADE DIFFERENCE. IN THE CASE WHERE THE PROPERTY LINE IS NOT; FEETOR MORE FROM THE EDGE OF PAVEMENT OR FACE OF CURB OF THE ALLEY, THE GARAGE SHALL BE MINIMUM OF7 FEET FROM THE ALLE) EDGE OF PAVEMENT OR FACE OF CURB. N N, NV" `0425"E S _ga�LAND RESERVED FOR FUTURE DEDICATION UPON DEMAND f FROM THE COUNTY. "I it (D.B. 5107 PG. 148) CD CN N 59'04 25 W ofa 31.38' N j -7 6, 0'j EXISTING STREET TREES All 7ALONG ARCHER AVENUE Irk, t EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SUB202700-17 F. -0 TAP 46-19B3 (REVT3ED) NIA" CROCKETT CORPORATION DB 5011 PC 170, DB 5107 PC 148, DB 5121 PC 644 37.612 AC. AND STOP SIGN 8 SJGHT DISTANCE�I30 f \\ EXISTING 5'CONCRETE S IDEWALK 1,948 VPD LAY ANDER STREET PUBLIC ROAD .... ...... ......... .. . . . . ...... ....... ... WIDE SPEED I- jM13 25MPH Ln co 4 L z 0 0 Lu z Ln z "f 20 AC _R EXISTING STREET TREES EASEMENT . _7­�ALONG SALAMANDER STREET 13LOCK 8B v, f RESERVED F PFUJUR z c' ]PATIMI I ID ------- SIGN -------- S'CONCRETE SIDEWALK- 26'F/C-F/C (TYP.) 22'E/P-E/P .......... 1. .11 �­ . ..... . ..... DISTANCE TO NEAREST INTERSECTION = 300' 5� EXISTINGSALAMANDER STREET CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SUB2028001-15 CEMETERY BLOCK 19 GARAGE AND DRIVEWAY N59'04'25"W 899.66 i 091#�Vl GRAPHIC SCALE—k fl ir 60 TAT P-MUIP ) H 0 ,SCOTT R. COLLINS',., lic. No. 0357914ti;- Z�Isl'sl ONAL Ld Zw Ill�illl _j _j 0 a I I I I I I 190 I'Illi'I cm w V) c 0 Q t < Ul CL x U) �2 L 0) u Lf) uj ccl 0 LJ C) o V) U) .0 Lu 41 0 Aftj L&H 0 FW uj 0 u 0 li . -1-111, . .- - . � � i � ., I - i , � , i , , I � I � � � I . - I - ­____ -, � ;; . ! , k _. �11 !� .� - � 11 , � _', ,�� I -,--,- I_ I ­ � -, . I- ­­ - - - _-, ­-, I.. - I - - -- ___­ -.-,. _____ I - 11- ___� - ,. - 11 ) � I i I 1. i , , : � I I I ! ., .1 I , . I I � I "I 1, � I I I 11 - , - -_ z , I I r . . . % I . 1, .�, -"-, ­_ I I I . . � I - -1 " 1111111 I 1 1 1 � �: , I � , , j � � � �, : . � T . , - ___ _____ .-----.-- I ! 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CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY, THE CONTRACTOR MUST NOTIFY THE DEPAR7UENT OF COMMUNITY DEVELOPMENT (296-58432) 48 HOURS IN ADVANCE OF THE START OF CONSTRUC770AL 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 CUR 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 WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTPALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE 4. GUARDRAIL LOCATIONS ARE APPROXIMA7E, EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT 77-IE TIME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA7ONS 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 S. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). B. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES .SHALL CONFORM TO VDOT STANDARD PE -I. % COMPLIANCE WITH THE MINIMUM PAVEMENT WtD771, SHOULDER WID77-1 AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO B. 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 TTIESE 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. 7RAFFIC CONTROL OR OTHER 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. 774E SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE S MPH BELOW THE DESIGN SPEED, OR ASDETERMINED BY .DOT 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 TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 1.3 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA IN.SPEC77ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES MIN.) GRADING 1. THE LATEST ED177ON OF THE ROAD tit BRIDGE SPECIFICATIONS, THE ROAD ee BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 77?ANSP®RTAT70N 4" CONIC SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONS7RUC77ON METHODS OF THIS PROJECT; .3000 Psi MIN. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN 7HE ROADWAY, IT SHALL BE REMOLD FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH ,SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. AND VEGETA77ON WHICH • � ": ��\ 3 ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT: OTHER TREES �"• .R OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. ��\\ 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM ,SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE ,\ A 4" 21-A STONE BASE DRAINAGE CON CRE TE SIDE 1NA L K 1. ALL PIPE CUL VER TS, EXCEPT PRIVATE' EN TRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD®2 OR UD-4'S) TO BE PROVIDED AS INDICA7ED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE: NO SCALE 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIF7EEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE III THE VIRGINIA DEPARTMENT OF TT1'AN SPORTAION SPECIFICATIONS UNLESS OTHERM SE NOTED ON PLANS. 1-1/2" SIB-9.5A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO SURFACE COURSE A POINT DEEMED AS NA77JRAL WATER COURSE s" BkI 25 INTERMEDIATE COURSE 10" cryp.) 1, AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 77-IE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SS'V VALUES 5.5" COMPACTED AGGREGATE PAVEIYIENTCOURSE ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. BASE COURSE, VDOT #21A 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. A 3 TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE I, 11, 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 7HE COMPLETION COMPACTED--,,"' OF THE INSTALLATION OF 77-IE AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL SUBGRADE REQUIREMENT WILL APPLY S: THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. ASPHALT PI 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION 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./SCE. YD.). NO SCALE S BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS 9. ENCROACHMENT, POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUC77JRES 77-IAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AU7HORI2'ED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION. MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. TOP OFF 4" 2" R CURB fl®q 199 6" AA , A a CG•00 „ WIDTH OF r ENT' RAKE 1 I WIDTH OF. ENTRANCE F- EXPANSION JOINT - EXISTING OR PROPOSED K w SIDEWALK OR SIDEWALK SPACE �+.. CURD INCLUDED IN ENTRANCE GUTTER. 4 EXPAN510N JOINT C' w � � w J� iu - FLOW LINE z 'NTRANCE: WIDTH '- EXPANSION JOINT DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT LIMITS DF PEDESTRIANS _ - a g ® LIMITS OF PEDESTRIAN R T A,C ESSROUTE ACCESS UU E U4AV-eO SPACE NON -TRAVERSABLE UNPAVED SPACE_ WIDTH OF f T LIMITS PEDESTRI LIM1I5 UE PEDESTR ACCESS-ftDU7E NON -TRAVERSABLE "GESu ROUTE PEDESTRIAN ACCESS ROUTE DETAILS YVITH 81 PAC WITHOUT U PAV ED SPACE Y R IF TH (MIT OFDPEDE L RIGHT -OF -WA IS F�GI� ED E L 5 6F PEDESTRIAN ACCESS ROUTE W 'eXTEh'D AY ONO EXRSTNG OR PROPOSED VDOT RIGHT -OF WAY- 15° PEDESTRIAN ACCESS ROUTES PROVIDE A CONTIh10005 UNOBSTRUCTED, STABLE, FIRM ANO SLIP RESI5TANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND H&F PLAN I-; • m. • o- USED BY PEDESTRIANS. IF PEDESTRIAN ACCE55 ROUTES M ARE BL14C PRQVIDED,A.MINIMUM 4 TRAVERSABLE MOTH IS REQUIRED WITH AMAX. 2X .CROSS SLOPE. SECTION BED WHEN USED INCQNJUNCIICN.'WITH STANDARD CG 3 OR CG 7, THE CURB FACE ON THIS 2�-D•' STANDARD IS TO RE ADJUSTED TO MATCH THE MOUNTAELECURB CONFICURATIGN, UNPAVED SIDEWALK SPACE _ PARA9pLIC ��_ SPACE. CURVE I ' • ` t. A I ® fl NORMAL .GUTTER ___ -- _�.A ® p• .a, d. )., .t. c. •o. .;, nrb'V 3 ;&0%ITC IOX CHANGE �. 4 ,SYq'" ZR 4.oY gYS. 4n • 66 SECTION' C-Co AGCREOATE BASE (.ES.) CONC." GLASS A3 H . TYPE (SIZE 21B 2'-C" 5' PUNT "'F R CHANGE O G ADE 12Y. MAX, SLOPE FOR CURB AND GUTTER ONLY 'L'• b.. x 15 X MAXIMLIA INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR 51QEWALK CURB AhID GUTTER g M. X 3 $MAX€MUM DECREASE IN SLOPE FOR F RJT IW INTERVAL ART) BUILF OOIJCURRENTL'f 8 X MAXIMUM DECREASE FOR SUCCEEDING MN111J,.M 10, NTERVALS .. o.a.o:000a.. SECTION A.q SECTION D-D uoo, STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE ROAD AND. BRIDGE STANDARDS 502 SHEET 1 DF Y REVISION DATE 20303 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION SIDEWALK CURB & GUTTER CI L POINTOF FINISHEDGRADE CURB & GUTTER SI®EUV�ILK PLANTING o o® �o °` PLANTIING STRIP STRIP 20° -51 5' (TRAVEL LANE) (TRAVEL LANE) a.5= I 1 --2•5' PWOPOSAT T VEL 7 95" fPff _DES167V ,IS'PPP'.0 COUNTYALBEMARLE GENERAL CONSTRUCTION 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VD 0T). 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 SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3 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 J. 1 OR BETTER ARE TO BE ACHIEVED. B. PA VED, RIP -RAP OR STABILIZA T70N MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. i ALL TRAFFIC CONTROL SIGNS .SHALL CONFORM MTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. S. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS NI. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALEA 77ON MUST COMPL Y WITH OSHA ,STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TO BE STATE E MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -(NAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED EASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, EASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OFTHE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. CONCRETE SIDEWALK GC-12 NOTE' COMPONENTS OF CURB RAMPS CCNSIST OF THE FOLLOWING: CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING' HYDRAUL C CEMENT SIOEWRLK (DEPTH IN INCHES. AREA IN SQUARE YARDS) HYDRACUC CEMENT SIDEWALK (DEPTH IN N'CHFS, AREA N SQUARE YARDS) r p� GLIB WHEN REQUIRED (GG-2 OR GG-3 N LINEAR FE-cT1 p' CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET( GENERAL NOTES, DETECTABLE WARNINC SURFACE (AREA 1N SQUARE YAMS) GENERAL NOTES- DETECTABLE WARNING SURFACE CARER IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF TI-E ABOVE ITEMS IS A 5EPARATE PAY ITEM AND SHCULD 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. BE SUMMARIZED FOR EACH CURB CUT RAMP. R 2, DETECTABLE WARNING SHALL RE FROM THEMATERIALS APPROVED LIST FOR 2. DETECTABLE WARNING SHALL BE FROM THE NOT APPROVED O LIST FOR _ SROE M K BETEC7ABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK. DETECTABLE WARNING BORACES PRODUCTS NDT LISTED SHALL MEET ..RAMP. 12:1 MAX RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAS THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC 12 DETECTABLE 48:1 MA1f _ WARNING SURFACE AND SHALL 9E SUBMITTED TO THE STAW DFRDS AND VtARddING SURFACE AND SHALL. BE'SUHMITTED TO THE S7ANOARD5 A1R0 SPECIAL DESIGN SECTION FOR APPROVAL. SPECIAL DESGN SECTIGN FOR APPROVAL. } 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' 3. SLDPING SIDES DF CURB RAMP MAY HE POURED MONDLITHICRLLY WITH RAMMP 4 FLOOR OR UY USING PERMISSIOLE CONSTRUCTION JOINT WITH: RECLIRED BARS. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REGURED BARS. -q�� e 4. IF RAMMP FLOOR IS PRECAST, HGLES MUST BE PROVIDED FDR DOWEL BARS SO 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PP,DVIDED FDR DOWEL BARS SO ' S� MAX THAT ADJOINING. FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF - 10:1 4d THAT fiOJ01NING FLARED 90E5 CAN BE CAST IN PLACE Ar TER FLACEM€NIT OF i01 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE C ASS A-4. TYPE A PRECAST RAND FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5, REQUIRED BARS ARE TO BE NO.5 X 8" PLACED ('CENTER TO CENTER ALONG 5. REQUIRED BARS ARE TO BE 10.5 X 8" PLA£LD 1'CEIATER TO CENTER ALONG BOTH 51DES DF THE RAMP FLOOR, MID -DEPTH OF RAMP FLODR..M!NIMUJ PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID-UEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 11/z'. CONCRETE COVER 1'/t C 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS Y : 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURD RAMPS ARE INCLUDED IN PAYMENT FOR CURE / CURB AND GUTTER. ,> 5'MIN ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR A5 DIRECTED 120 P4AY` 7. CURB RAMP5 ARE TO IE LOCATED AS SHOWN CFI THE PLAN5 OR AS DIRECTED 12'1 MAA BY THE ENGNEER. THEY ARE TO -EE PROVIDED AT INTERSECTIONS WHEREVER I:1. M � f BY THE ENQINEER. THEY ARE TO EE PROVIDED AT INTERSECTIONS WHEREVER 72,1 M t AN ACCESSIBLF'RDLI WITHIN THE FIGHT QF WAY OF A HIGHWAY FACILITY p� 1� H �� AR ACCESSIBL E ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY � CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CWSSLS A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXITENT. THEY MUST RE LOCATED WITHIN IFEMSTRIAN CROSSWALKS DR NOt4FXISTENT. THEY MUST BE LOCATED. WITHIN PEDE5TRI: N CROSSWALKS AS SHOWING OV PLANS OR AS DIRECTED BY THE ENCINEER. AND SHOULD NOT TYPE ® A5 SHOWN ON FLANS OR AS ]F-ECTED BY THE ENGINEER. AND SHOULD NOT TYPE B BE EOCATFD BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE BE LOCATED BEHIND VEHICLE STOP Llt•ES, EXISTING ! ICHT POLES, FIRE PARALLEL P T N ARALLEL HY RANT R P T T A U T VI K A TII HYDRANTS. DROP 9NL€TS, ETC- ACCESSIBLE ROUTES PRO. pE A CON UOUS D S,D O IDLE ,FI C ND5LSB_E QU ES PRO. O CON I'LL UNOt<STRUCTEO, STAHLc--, FIRM AND SLIP RESISTANT PATH CONNECTING ALL UNOBSTRUCTED. STABLE. FIRM AND SLIP RE515TPNT PATH CONNECTIM1G ALL? ACCE5515LE ELEMENTS OF A FACILITY THAT CAN Bc APPROACHED, ENTERED ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. AND. USED BY PEDESTRIANS.. e. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVDED THAT 2:1 MM1 8. RAMPS MAY HE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2:111A THE CURB OPEPSNG 15 PLACED' WITHIN THE LIMITS OF .THE CROSSWALK ,AND t2.1 MAX �-� THE CURB: OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND V THAT THE SLOPE I THE LCNNECTION OF THE CURB OPENING IS r THAT THE SLOPE A7 THE CONNECTION OF THE .CURB OPENING IS t2:14AAX PERPENDICULAR TO THE CURB. B Mint VK n€ PERPENT)ICULAR TO THE CURB. 5 M xX y( I 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT 9- TYPICAL. CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADECANNOT ACCOMMODATE THE TURNING -REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE 7HE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ` TRAFFIC. REFER TO STANDARD GG-13. COMMERCIAL ENTRANCE (HEAVY a MIN AT: X , 2" HIGHER THAN TRAFFIC; REFER 70 STANDARD _PC-13, COMMERCIAL ENTRANCE (HEAVY 4•M''N AT M , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE.OEPTH. EDGE OF PAVEMENT TRUCK TRAFFIC)FOR CONCRETE DEPTH. -"ti EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, A7 `XX . SAME AS TOP OF CURB 10. WHEN CURB RAMS ARE USED N CONJUNCTION WITH A SHARED USE PA7H, \ AT XX . SAME A5 TOP OF CURB THE MNIVIUM WIDTH SH%L 3E THE WIDTH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL DE THE WIDTH OF THE SHARED USE PATH. E E TYPE 11. WHEN ONLY PING CURB RAMP I1 PROVIDED FOR TWO UVrR NCS {DIAGONAL}, TYPE li. WHEN ONLY ONE CURB RABJP IS PROVIDED FOR TWO CROSSINGS ELCH NAI), E A 4•x 4 LANDING AREA ITHO BE. GOING INEO TO MANEUVER A IH154'xWHEELCHAIR' PARALLEL & PERPENDICULAR I 4'x HE C 05S AREA SHD.LL BE PROVIDED TO MI A THIS 4'x I' PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GGUT INTO THE TRAVELWAY. THIS 4'x 4' INTO THE CROSSWALK WITHOUT aGT INTO THE TRAYELWAY. THIS 4'tt 4' LANDING AREA MAY INCLUDE THE UTTER PAN. LANOINO AREA MAY lNCLU� 7HE CUTTER PAN: - E - TftUNCATEO DOME TRUNCATED DOME 1n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .5"-2.4" C-C 92. DLL CASES WHERE CLr46 RAMPS INTERSECT A RADIAL SECTION OF 6"-2 4" C-C 'D CU B AT 'ENT ANCES OR STREET GCNN CTIONS THE DETECTABLE - O CURB AT ENTRANCES Oft STREET CCPI•ItCTIC,YB THE DETECTABLE -�•I o R R E E WARNING. SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD I 0 0 O 0 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD D 0 0 O R -MCOIFI€D A5 RECOMMENUED BY THE MANUFACTURER TO MATCH I' - -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB QI O 0 0 0 0 0 0 0 0 0 0- THE BACK OF CURB. Q O Q O O O O 0 0 D O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 G 0 0 0 0 0 G 0 0 0 a G O 0 0 0 0 G 0 0 0 a 0 0 0 �' a 0 0 0 4 0 0 0 0 0 G 0 0 0 a 0 �a LANDING Q LAh1UING RAhP f a 0 tl 0 0 0 0 4 0 0 G 0 0 a 0 Q a + 0 0 0 4 0 0 0 0 0 C,- O a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ID 0 0 0 0 0 0 G 0 0 0 0 0 0 G 0 0 0 0 0 0 G 0 G 0 0 G 0 0 0 0 0 50/-657 OF BASE DIAMFTER J, `OX 657. OF BASE DIAMETER • TOP DIA+�TER 0 G 0 0 0 0 0 G 0 0 0 0 G 0 0 = T TOP DIA H,R 0 G 0 0 tl 0 0 0 4 0 G 0 0 tl 0 -OTT 13CTABLE CURVING a r-VARIABLE FULL WIDTH OF RAMS FLOOR LINING N DETECTABLE W o AT BACK DF CURB _ 0.3-1.4• AT BACK OF CL'Re 5°E NOTE 12. BASE ❑IAMETER I PAY LIMITS I SEE NOTE 12. `_ f. 0 9 1.4 I VARIABLE FULL WIDTH OF P,Ah+� FLOOR 9.U"E 01AMETER t- PAY LIMIT"' DETECTABLE WARNIND TRUNCATED DOME DETECTALTLE WARNING TRUNCATED DOME , INSTALLED ON A RADIUS DETECTABLE WARNING DETECTABLE WARNING DETPJL DETAIL INSTALLED ON A RA01US DETAIL DETAIL ��!®O-r ('+(`� Fq _ I ry'. (� [�C p.(`.+ SPECIFICATION�/[]Q� /°+�+ WARNING �I q('� SPECIFICATION CG-12 DETECTABLE WARNING RING SURFACE REFERENCE ROAo AIvQ BRIDQE STANDARDS li \7'12 DETECTABLE TY NINL7 SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET IOF 5 REVISION DATE (GENERAL NOTES) 105 SHEET 1 OF 5 REVISION DATE (GENERAL NINES) 05 REVISION Y15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 07115 VIRCINIA DEPARTMENT OF TRANSPORTATION 502 p03.O5 203.D5 CG-2 GR•2. 2A TES'. 1, TRS ITEM MAY BE PRECAn OR CAST N PLACE, 2. CONCRETE TO BE Qd= A3 (F CAST IN PLACE, 1 F C 40U0 PS I PRE AST- 3; CURB HAVING A RAWASOF 300 FEET OR LESS (JJ_ FACe OF CUI I WILL BE PAD'. FOR M R CURB: 4. TIE DEPTH OF CUfa MAY BE R MUCED AS MUCH Aa 3" SY5" OEPRi) OR WRER= A3 MUCH A3 J. (2T' DEPTH} IN ORDER THAT THE BOTTOM OF CURE WILL C01IME WITH TOE TOP OF A COURSE OF TIE PAVRENT SUBSTRUCTURE. Of Ltd THE DEPTH is TO 15" AS SHOWN, ND WI I - THE PF14CE BID t5 TO BE III FOR A DECREASE OR AN INMEASE IN DEPTH. U' Ta♦13 TO El�(iNT55EF0rCON B ®AS SIMOWNNW F T VDOTflOA4 DESIGN MANUM iPPERROBf A 0 IN THE SECTON ON GS. UROM STANDARDS, . mow 4 1 mum1�1 i 27Y4" RAIN 28�/a",ALAS( RAIL HEIGHT .3 11/z'' 3''1/z' 3'-113' 4° 2 R A . T> D•o I � � � � I I I 1 g U D °`b A .p.. StRHPF6x b... t, CR-2 CR-2A +l' Q+}' I6'-3' POST SPACING) f3'-4%p" POST SPACING) D b G MAX DYNAMIC MFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' A k BASE @@ eT4 SUBBASE NOTES, GU%iDRAIL LOCATON5 SHDWN ON PLANS ARE APPROXIMATE 0„ ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET N0. 501.65. _ OPTIONAL CR-2A METHOD d OPTIONAL GR-2A METHOD DSCRG D1TiONAL USING NESTED RAIL FOR DETAJL , OF RAIL ELEMENT, RAL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL NA OR ADDITIONAL RAL IS PLACED UN BACK OF PCST RAL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR CR--A THE POST SPACING WILL BE 8 -3". HETWEEN S FEET AND 150 FEET. ALL GUARDRAIL P05T5 SHALL BE SET PLUMB. P?�T SHALL NOT BE SET WITH A VARIATION OF MORE THAN T PER FOOT FROM VERTICAL. W-BEAM, BLOCKGUT5, AN O POSTS SHALL BE SET AHD ALIGNEDWITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECFICATIONS. STANDARD E" CURB VIRAMA DEPARA IT OF TFR43FORTATION ALL GR-2 ID GR-2A RPJL SwALL BE MRAJnIT/dNEO AT A HEIGHT OF 27)`a'MIN - Z84' MAX AS MEASURED PER STANDARD CR-INS. ALI W-9EAN RAJLS SHALL BE LAPPED Pd THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY, THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAL ON THE RACK OF THE -POST FOR STANDARDGR-2A SHALL BE APPROVED BY HE ENGINEER PRIOR TO INSTALLA7[UtC FLARE RATES DESIGN SPFFO INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE _5 FLARE RATE FLARE RATE 7D 9' 30:1 15:1 C 80 8' 2151 14:1 6,. 50 6.5' 21:1 11:1 0 40 5' 16:1 1 8:1 v H 51JGGE51 EU MAXIMUM HLA(L RAIL FOR SEI I-RIGIO BARRIER SYSTEMS XVD0lr XVDEI1- A CCOPI1'y00,(y THEE CCRIGAAL SEALED ��,,((AND Fj'��S'�IGNIED DRAWING ��ISJ CN FILE JTIN{��THE GUARDRAIL C FNTR/Al OFFICE. A� AJWJ. BRIDSWE STMDMUS ROAD AND BRIDCE STANDAMIS STANDARD BLOCKED -OUT TY -BEAM GUA DR IL DATE • SHEET I U'F 1 SHEET 1 OFJ REVISION DATE (STRONG POST SYSTDA) 2131.01 501.04 08/14 VIRLINIA DEPARTMENT OF TRANSPORTATION 221 505 NOTES; 1. THIS ITM MAY BE PRECAST OR CAa",T IN PLAG 2. DOWD' = TO BE GLA55. A3 IF MT IN PLACE, 4DGD PSI IF PREGAS-f. 3. ( NATION .CURB A GUTTER HAVRID A RODIDS OF 300 FEET OR LESS. IADONG FAC 6 OR E OF VIED SHALL PAD F A3 RADIRADIALC TdAT10N CURB II GUTTER, 4. LAAYYER T BOTTOM OF�THE B & GUTTER SM-L BE C%MRU.= PM&LEL M THE SLOPE OF SUBBASE CUBIBES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CI FOR THE USE OF M-5 Is SAM ON ROADWAY CLASSFEATION PM DESIGN SPEED AS SHOWN IN APFENOIX AOF THE ROAD DESICH MANUAL IN THE SECTION ON CIS UP8,41 STANDAMS, OF THE GURS MID BE CONSTR(1CTED THE SLOPE OF ISTS PRDYIDED A OF 7" 11T _T{ 9PTI6fll ®F THE GNNRACTOR ERENMCOMBINATION 6" CURB AND GLITTER ROAD AND BRIDGE ST"l-A(D3 m REVISION DATE &= 1 OF 502 VIRGIVA DEPATHENT OF TRANSPORTATON 201M i Al STREET APPMAU I SM.E SU'FACIM tRADft15 TO BE KS SH OH4t OM PLANS) C AS MAINLINE ROADWAY (SEE NOTE S) C -__ __-.- (RADIUS TO RE AS RADAL GUMMATION SINUWW ON FLANS) CURB A(D GUTTER C(B-O (SEF NOTE 7) SIDEWALK I &1 I� o (SEE NOTE 21 6 0„ FLO7l LI ( FLAW UPE, _ I NOTE: WL7THi "®" 2'-®;'. 0R AN MAINLINE ROADWAY Sf{G N O 6L SECTION. B N T-0" �� PLA14 VIEW HJANLIE ROADWAY SLOPE 10' PARABOLIC CURVE OF SHOULurn: BL MAY,. ® Sl.OP€ CHALICE - D OPTIONAL FLOWEGR L1d D MAINLINE ROADWAY - - - - - - ex raA ® SLOPE OR" _D D 2D' P.RI9MBM F 51mlm_COMIEPRTRAPIP,E CMTRUCT GRADE C9iMMS WITH A PAWOM CURVE. SECTION A A D62 CLaS. as 01E.S.) p .t, •N• •s, CONCRETE SECTION C-C f:5l1 GENERAL NOTES 1. WHEN Cf -.1115 US€U FOR STREET CONiWCT[67N THE CONNEncH MILIST BE �SMED RR AM:{�ROAFiC WITH AAxHTO: POLICY AND THE APFLk LE REOU. RENTS OF' TTE VDOT ROAM OESICN MAIM).V INCLUDING SIGHT DHSTARCE REQUIREMENTS. 2, WHU4 THE ENTRANCE R_" CANNOT AC ATE THE TUII R90URDEM OF ANTICIPATED HEAVY TRIJ" TRAFFIC DEPTH F . OR SIL`EVII & CURB RAMPS WrIKN THTEHI OF RAD49HOMD BE WICRL-.Sfx TO 7".. J. WHEN USED N GO NJlRdCTION WITH 3TAAIDAID QG.-3 OR CC-7. THE CURB FACE ON THIS ST"AW IS. TO BE ADUIUSTED TO MATCH TFE MOU14TABLE CUFF CGNFMF?AT*". 4. SEE ST"ARD CG-12 FOR OJ.KFB RAWP DESIGN TO BE USED WITH THIS STMDMI), - B. OPTIUNAL FLOWLIIE MIRY HEQUIE WARPING OF A PU ITIDH Of GUTTER TO PRECLUDE PONDAV OF WATER - ENTRANCE NOTES i), PLANS ARE TO INWATE WHEN COMSTRUCTION OF A FLOW LIW 6 REQbIKID TO PROVIDE POSRIVE DRAIMAGE ACR056 THE EHTTF(AINCE. 7. MAIAIIE PAVEMENT SHALL BE CORSTRL5TED TO THE R/W LIME (EXCEPT ANY IS'V9GRAD€ STfi8L1bAT1QN REQUIRED FOR MBYILM✓E PAVEMENT WHICH CAN BE OMITTM Id THE ETITRMCE.). B. RADIAL CLAM OR COM13I4ATION CURB AND GUTTER. SHPALL Nor LE COPg(T ucm BEYIYdD THE R!W LvE EX0F?T FOR FERAMENT PURPOSE'S. 9. THE DES IPIP&E AND M013 W-M ENTRANCE GUIDE CHU1N(iES [Y' ARE LISTED IN TFE ALLOWABLE ENITdANOE GRADE TABLE. TFESE VALUES ARE NOT APPLICABLE TO STREET WN IEGRGaus. ALLOWABLE ENTRANCE GRADE CHANGES EH'iR>dVCE VOLUME'D" GRACE CH1ANGE DESPIMLE WNW H'�H NCf(E TF*4 low VPI) 09 3 %. JM D00-t;FOD VPD 34 a LOW LESS THM 500 VPD s D % B X HNIE+ Po.LVRPtl'w ILIRW/V bTSAWL ImUt, 1. MS/I APPLICABLE TO STREET COM6REOTIOMS SCOTT R. COLLINS� Lic. No. 0357911� �&-IOXAL S w u IIII!IIIcn ® < w x u v W ED M H C) U < �I ul z 0 uj U 0111190 LAM -1 ti U N r_ 0 �{ U 0 -0 1D H� CS U ®® ,m a� i 0 O _c C q) uj 7 0 L N 0 a I 1 i I I 3 t t @ LLI Lu LLI Lu 7 J t I t � c j j I �• t (D 0 brz i tD -1 � Z) f2 -0 NO �I� I STORMWATER MANAGEMENT NARRATIVE: OVERVIEW THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT WILL BE PROVIDED WITH THE VSMP PLAN (UNDER SEPARATE REVIEW) FOR APPROVAL. THIS STORMWATER MANAGEMENT PLAN WILL MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS AND WILL COMPLY WITH MINIMUM PART IIB SWM REQUIREMENTS. VALUES SHOWN ON THIS SHEET CONVEY THE GENERAL CONCEPT AND ARE APPROXIMATE IN NATURE. THE ANTICIPATED REQUIRED PHOSPHOROUS REMOVAL RATE FOR THIS PROJECT IS 2.48 Ibs/yr. General Construction notes for Stormwater Management Plans i. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riserjoints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. Post -Development Impervious Area Summary (Water Quality- Area Defined by Limits of Disturbance) Travelways / Parking 18,075 sf Sidewalks 1,750 sf Buildings / Driveways 24,400 sf Existing Paved Areas 5,675 sf 49,900 sf Project Name: Date: BMP Design Specifications List: 2013 Draft Stds & Specs Land Cover (acres) Constants }Annual Rainfall (inches) 43 ;Target Rainfall Event (inches) 1.00 Total Phosphorus (TP) EMC (mg/L) 0.26 ;Total Nitrogen (TN) EMC (mg/L) 1.86 jarget TP Load (Ib/acre/yr) 0.41 Pj (unitless correction factor) 0.90 Runoff Coefficients (Rvl A Soils B Soils C Soils D Soils Forest/Open Space 0.02 0.03 0.04 0.05 Managed"rurf 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 SCOTT R. COLLINS�?, Lic. No. 035791 SCALE jrr®5Qr SHEET NO 8