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HomeMy WebLinkAboutSDP201900078 Plan - Submittal (First) 2019-12-26CINITY I AP: GENERAL NOTES OWNERS: DEVELOPER: ENGINEER: TAX MAP: ZONING: TOTAL PROJECT AREA PROPOSED USE: BLOCK CLASSIFICATION TMP 04600-oo-oo-oi9B3 (PORTION OF) CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 04600-oo-oo-o19B3 (PORTION OF) D.B. Soil, PG.170 39.98 ACRES (1.193 ACRES) NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o18000il WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - 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 (SP2015-00025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY THE BOS WITH CONDITIONS. BLOCK 1 - CODE OF DEVELOPMENT PARCEL AREA =12.o ACRES BLOCK 1A -1.193 AC BLOCK 1A: 32 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) FUTURE BLOCKS: RESIDENTIAL (MIN. 36 & MAX. 4o8) AND NON-RESIDENTIAL (MIN. 50,000 sf & MAX.1.30,000 sf) USES BLOCK 1: NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 36 UNITS (MINIMUM) To 4o8 UNITS (MAXIMUM) - 3 DUA TO 34 DUA FOR THE PARCEL BASED ON 12.o ACRES PROPOSED DENSITY: 32 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 1A) WITHIN 1.193 ACRES BLOCK 1A DENSITY = 32/1.1-93 ACRES TOTAL BLOCK 1A DENSITY = 26.8 DUA REQUIRED OPEN SPACE (BLOCK 8): CIVIC/PARKS = 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 HEIGHT AND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 15 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 1S FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. SETBACKS: FRONT: NO MINIMUM AND 30' 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 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 5) REAR: 5' MINIMUM AND NO MAXIMUM BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT= 20,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK iA=1o,95o 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 AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN NOVEMBER, 2019. FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2019. DATUM: NAVD 1988 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 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENT TO 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 - (1) GARAGE & (i) 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: 21 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. PRESERVED/MANAGED 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 2o1600004. 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 1A DEVELOPMENT LOT: 1.193 AC (t00%) IMPERVIOUS AREAS (BLOCK iA ONLY): TRAVELWAYS/PARKING: 0.415 AC (35%) SIDEWALKS: 0.04 AC (3%) BUILDINGS/DRIVEWAYS: o.56 AC (47%) LOT AREA/LANDSCAPING: o.18 AC (15%) TOTAL: 1.193 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET 1A & 1B. 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 S UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAY BE IMPLEMENTED AT THAT TIME. 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 3.8.4.12. 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 SAFETY ACTION 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 ENTER/i1 EXIT) PM PEAK RATE - 0.52 VPD PER DU =17 VPD (i1 ENTER/6 EXIT) BROOKHILL - BLOCK 1A INITIAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I SITE PO`O GROUNDS ROgD SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A 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 NOTES: 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 WA TERLINES, 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. LEGEND EDGE OF PA VEMEN T CURB PROPOSED ASPHALT PA VEMEN T EXISTING VEGETATIVE LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN "t PROPOSED HANDICAP PARKING SPACE STRIPING CIE PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) _66 EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 TC 506.27 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 rw 506.21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 0 O 0 O 100 YR. FLOODPLAIN APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE '! SCOTT R. COLLINS'_ U Lic. No. 035791 ZONAL � z O J a U w Z o v7 0Oz< F- LU H W ce Lu � z r�__ < C`7 M CA CV n - M w i CN F� C:� CN N wQ > w z J J H� — w z L9O � < W _ ,--I O U U i w w U 0 Ul U) w z mow/ J — U) 1�—q Jw JQ0 0 0 c) O w J U ~ w 0 w a JOB NO. 182150 SCALE 1 "= 60' SHEET NO. -� 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2, 04600-00-00-019B1, 04600-00-00-019133, and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R, HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019111; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019B4; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements 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 Pm'P g P P tY P facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit an prior to the issuance f a for the 2 th single family dwelling unit. The cash contributions d eo CO 70 s e d e e s Pg Y g 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 Housinn. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable > J housingobjective through a variety of housing es including but not limited to for sale units rental units J ug Y g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty ( 120 dperiod shall commence upon on written notice from the Owner that the )aYP units shall be available for sale. This notice shall not be given more than nine 90 days prior () g ninety ( ) Y to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit, the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (I") 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') 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 be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantial) completed prior to issuance of either i a Permit for the fiftieth P Y P P ) (50t'') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, 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 Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3 /o . Y P P ( ) For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing 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 -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the 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 Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recent) ended the Annual Percentage Change"). B way of example, the first annual Y Y ( g g) Y Y P> adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum CashContribution"). 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 b the Owner shall not be less than the Minimum Cash Contribution. For each cash Y contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection, and vi) the Trail Network, (collectively referred to as the "In -kind Contribution,>The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution u $ reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1 ") CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road Improvements")_above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4of11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public Hiiih School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8of11 o SCOTT R. COLLINS' L) Lic. No. 035791 � ZONAL E� z O J a U co Z w a cn 0 < 0 M U w H W L9 T_ ti M C') Z 0) CIO O W 0-) N WQ > LU J J > U) m= LU O J Q Z U W LU inD U) LU Lii Z U) W~ W W< Q O N z Q J w Q z I Q V) Q� LL LL. O w J LU In w O w a_ U0 JOB NO. 182150 SCALE N/A SHEET NO. 1A PHASE 11 INTERSEC v®sip Mrtiarr� ,� `� . • . . IMPROVEMENTS s®®� \ PHASE III ROADWAY LEFT -TURN LANE ONPOLO IMPROVEMENTS, - GROUNDS ROAD WITH i5o FEET OF - - - STORAGE INTERSECTION 3 ROADWAY NTRANCE TO ROUTE 29 Y CONSTRUCTA NORTHBOUND RIGH' PHASE II ROADWAY IMPROVEMENTS TURN LANE ON US 29 WITH zoo'OF PHASE I INTERSECTION �. r O STORAGE. IMPROVEMENTS PHASE II INTERSECTION IMPROVEMENTS O PHASE I ROADWAY IMPROVEMENTS INTERSECTION 4 CONSTRUCT NORT HBOUND ROAD WAY TO PROVIDE (i) LEFT TURN LANE & (i) RIGHT -TURN LANE PHASE IV INTERSECTION iJ IMPROVEMENTS / o � � h � / e t POLO GROUNDS ROAD /v a - - - - PHASE I INTERSECTION PHASE IV ROADWAY 5� "�qb\`MPROVEMENTS IMPROVEMENTS / URE A: BROOKHILL RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBOUND LEFT -TURN LANE ON ASHWOOD BOULEVARD WITH 1o& OF STORAGE. RESTRIPE EASTBOUND ASHWOOD a" BOULEVARD APPROACH TO PROVID (i) RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS___ INTERSECTION 5 CONSTRUCT SOUTHBOUND ROADWAYTO PROVIDE(i)LEFT- TURN LANE AND (i) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT- • TURN LANE ON POLO GROUNDS ROADWAY WITH ago' OF STORAGE. PHASING PLAN WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018A0: By: ( ) - `T 1 / CHARLES R. HAUGH By: `Y Qd,n. tSir .r IZABETH ANN OGLESBY GII�+I[J H � Date: n"kLg:,e 8' Q q OWNERS of Tax Map Parcel 04600-00-00-01800: By: CHARLES R. HAUGH, T USTE : By: DOUGLAS B. OGr j.. BY, TRUSTEE Date: 5 — ® — OWNER of Tax Map Parcel 04600-00-00-019114, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation Ann O. Haugh, Its President PI Date: ���/ S4 20! 9' - Page 9 of 10 NOTE: POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE APPROVEDTRAFFIC IMPACTANALYSIS AND FINAL APPROVED ROAL CONSTRUCTION PLANS FOR THE ROADWAYIMPRnVFMFNTc Q PROPOSED SALAMANDER CROSSING (3 TOTAL) ti \ \ \ ` ,; \ \ r i`i �` �, `` --• `=�� 2' INVERTED RETAINING -- -- WALL AND CULVERT , HEAD WALL SYSTEM PO \ \ - bpsRI \ RIO--: 7— q0 \ 4� \ter. \` I -- SALAMANDER TUNNEL i , 'G�n11ya3,' FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018B0: HORNE LAND CORPORATION, a Virginia corporation By: l .h l J . 1�7� t Gam. l—/1R�dA"& Ann O. Haugh; Its President / Date: lauy �v .Z,U / 9 OWNER of Tax Map Parcel 04600-00-00-018D0: CRAFTON CORPORATION, a Virginia corporation By: 0 C. . P/i 12� caw Ann O. Haugh, Its President J— 7 Date: %'/7rt�/ A0 / q Page 10 of 11 ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019131, 04600-00-00-019133, AND 04600-00-00-019B4 WHEREAS, the application to amend the coffers that were approved with ZMA 2015-00007 for Tax PP P PP Parcels 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-01983, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHERE, AS ZMA 2018-11 to amend Proffer Numbers 1D IH 6 and 8 of the Proffers that were proposes s , a roved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector PP 1 road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills 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 from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information 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 proffers dated April 18, 2019. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. X4/�I Clerk, Board of County Sup r Isors e Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek _Y Ms. McKee] Y Ms. Palliser Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Mal ' ger By: ,— Andre McGinty, Its President Date: BROOKKLIIILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: Alan R. Tay or, is President Date: 0Aq T /w/ 1't 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 Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS Albemarle Count approved the accumulation f y pp t o Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS , the Commonwealth Transportation Board approved the remainder of funding p p p 9 nec essary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Alb emarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road' and 9 , WHEREAS the Virginia Department of Transportation receive d public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS the public comments received b the Virginia Department of Transportation p Y 9 p p supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. :L� Clerk, Board of Coun?116 pervisors Aye Nay Mr. Randolph Y Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y VMs. Palmer l Y TMP46-3.6 ' �' Mr. Randolph Y _ ,t I ( _n..o1 , 0 ZFV ICE l PROPOSfO VDOT ROT 29\ � _ J IMPROVEMENTS-SWM PCY\4 3',, / \ \ \ 0 \ \\ \ \ v . f \\\\`\ALONG CONNECTOR ROOD\ PROPOSED PEDESTRIAN ` CROSS -WALK _...._ -- EXISTING TREE AREA 4 j TRAILWAY CO CTION TO -- CONCRETE WALiii((( PR OSED LANDS ' F ` CO ISTIN \ \ - G OF EVERGR ES / i ALO G CONNECTOR A QJ O a t-� j33 PROPOSEDP IMIT, PATHWAYCON ECnot 1 -1 � • FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT �6TO °� � o�� �5 ' SCOTT R. COLLINS'Z ,� Lic. No. 035791 ,�, ICNAL E� z O J I.— r- U W Z to 0 Zo O U— w tY W W 13 Cy) �z M Q C'i N — LU I 0 N N Q W ~� J V i - W z O V) C)� —J ' LU 0.LL Q LL r O C) oC Y W U O Ul V ) W - V JW I..L J Q O OO O co w J I— W 0 w OC = JOB NO. 182150 SCALE N/A SHEET NO. 18 o \SCOTT R. COLLINS' ' ` ,i,' / + '` L1c. No. 03579I (l PROPOSED ASHWOOD BOULEVARD CONNECTION j t �c� �F� `5 PROPOSED TRAILHEAD ACCESS AREA TO ( - '). BUFFER. SEE PROFFERS AND CODE OF DEVELOPMENT � -' r' ►� \ ' ' / % / r 1 ` + �` � TNORNIRIp + / i + 2 \` `� G Z N 5�, PCs\ IO A / - -' I + \ r ( % 11 " +,\ +' ' ' ` 11 r �� Y C w 2. NAL PROVIDE PARKING AN INFORMATION KIOSK FOR MORE INFORMATION ON REQUIRED BUFFER + ,'' /� AND A PEDESTRIAN ` _\\ `li3 -- ___ �I \ II l ' l / i / + ' I I I I / ,, ' ' I l • C, Q \ i- \ ,. N Lu W ¢ E_ ACCESS THE MULTI--USE®RAILWAY �\`� .��`�\I—J 11.` Lu LLJ L \, r 1 � I __ � � � • , "1 ^,--� � QG�D ` / LL c I I \\\ - 1 ^ 1 ` 1 I ,-I Z ,yr , I , \\\ . . / \ r -. , � `` �'/ \ 1 d I 11 IjI I � / \\\\`\\ I r � i \ C ♦ +� , � -� ��� � \ / ) I I � ,/ , , vP / ` l •'`.:' / , \ � y i 11 ,�� -. 1 J r II,I / \ \\\� I 1 - \}\ / 1 1 r i I -' i' / \ { `—' _ \"fie!- � �, ', \ ", O.�SG' ,� I O LLJ �� vG�''� �} -�Q �� �,�, i. / I r� y, � \ _ � I ! ,, . • \ ` \�\\;� � -` � � \ I r� r- FOREST LAKES ,% , c \ ' \ Ilr . k ' \\.♦♦;- --- / NEIGHBORHOOD � �- �' II 1►+ 7 ROUTE zg ,III tI lIl II\�` �_�//� I: r, + t COURT ♦ \\. �,�'�_-- _ l' Q _ _ WOOD ! \ \ . ..�;.- .� (i +1 \ f i �- Q /r r , \ , 1 p' % + I III p E 5 C \ \\ \`� ♦�.� ��" ) I I I I I I„ / I 11 j`i/ Rr S PL I IMPROVEMENT v T.M.'46B 5 C° k =, \ ` �•\ 11 I r / / (, I I I r . / , / ♦ / r_, - SWM FACILITY # �I II COUNTY OF c . c.)\. �. , / + / ) I I ? ( 0 SITE Ri " IJiJ Y w I 1) +1 c-�1?I ! r\: ` ,• I I J 30' MIN. NATURAL BUFFER , , , - r � II EMARLE r '� /� '• - , ` .cj `.. \' _ r / + � � / I I r I ' 1 /' , / , / I •� , 1 II 1,1 Ilt+ , ` ♦ ♦ ♦\\, �♦ + / /f+//+li II ' PROPOSED PRIMITIVE R (Ln O �S z z 'rw' o , CONNECTION TO FOREST LAKES ' j 4 ' I \ 1 i' J ! ) f 1 J r 1 ' / / / I I A ♦ � 1 A_^ ,r ' III I + I ' ,' /' ' I I I \: �----`\ i ( I' i' S .•/' ` \ l r + \ , + \\ r I , + B , J I r I I 1 '.• } I ALBEMARLE COUNTY 1 j�. , I �ti , , _ u \ PRIMITIVE / 1 I / r / , / 1� .---'; l j 1 ! , + , /��.►1` ) ' i I I / \`� ^ -� , } / / RESERVED STEEP SLOPE - -'+' o �QDS ROAD d' d 4 J ¢ z _ z ® O a - v ¢ r 1 \ I ;` � ♦ \ , I 1 , , \ BLOCK 13 r I I r ' ♦ ` ! ' I ' ' • l /�' I `��`\ I l I \ / % 1 TYP. ^+ ¢ TRAILWAY- / / / 1 I , I \ r I l + \ \ , r .' / / l 1 r r I, r ! l ,III / , ( ) p .\ r I I s I , • / �/ i I / i ///i I ` l + \ � -r 11 _ — r - -' a , , \ \ r 1 \ \ \ 1 , `, \ I r ; l l 1 , ' I / r r ' I I / , J , / % //J/i TRAILS (TYP.) - o I� VICINITY MAP: SCALE: 1 = 2000 o Z v V N o Z I w m "' / ' BAN AN c n / +\ \\ 1\ DEVELOPMENT / 1 I ` �� �- ,•/ r 1 ♦`-__- \`� \ `\ \ OURT 3S AREA 4J -'s:w Z Q � ) - GENERAL NOTES -- (TYP.) z II `III � 1 1 I \- - %/: i \ I / 1 I � \ ♦ \ \ ! I , / / , i \\ \ ♦G w e ' I 1 II + r I ! //': + r r 1 ' / / \ `\ ♦♦ 1\ / f i' / I 1 I t ,; %• ; , ,` `- \ \ \-,____-' ,, _ , _ I+I II tll \ 1 I `��'' �, ♦ ! 1 1 ♦ I` / , 1 ♦/i/ �//I/ _♦ \ \ `.,� �• - I I I , , . / , r , r r r ♦. \ \\ \ / I , _. , , _ ';6 s.�, ii�%/; ; , 1 I + -. _ v, �s -' r + , / .-"'-i,�-...�i; , t Q I III , 1 \__ _ - / / _S� I \ , \ •,�,/,,,.. J I BLOCK 15),1 `- P� ` + ` ` I r�!!���/�!%i:;: - r '(1' O - � i ' I ` � '• 1 - OWNERS: TMP o4600 00 00 0180o TMP o4600 00 00 o18A0 HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. PARK z SEMINOLE TRAIL 435 575 .J ¢ � ly d' z - ♦ 1 1 t \ i/ , BPS R� -- \ ` + 1 , / /,ram /�i , I T.M. 46 18B iljlll I + f it _-` - �- \ -' \�, \_ -. I } 1\ \ ♦\ '�i I , iii/��/� / �r i l 1 l� _ `\ CO N r - �""" \ ' / / r _/I _- - CHARLOTTESVILL A z s CHARLOTTESVILL A z z E V zgo E V zgo 0 z Lu ui HORNE LAND CORPORATION IIII i i i i \ \ I I III I --- \ • �`'' r-- \`-�/ / �/' OPEN ,'�� '� - lilli i i III I \ ____-- ` I ' 1 1 ' , , ' - ��♦.\ ~ `� �I / i } ,{ �� -- --- '� .''� i /.' SPACE ,'� '' / / ,\ TMP 04600-00-0o-olgoo C/O HAUGH & HECROCKETT ORNTION zz ,' lilll I YY -� `� `' --__ `. --__ I / \ _ / i /• (TYP.) - II O / ' Q�� 4 vl II I I i'j \I `\ ♦ ♦ _ ;^` ,' / ' r' I 1 i /' \\.' �� 1 ♦ I PROPOSED CIVIC SPACE �P - Q i -� BLOCK 12 } " _ \ j EASTERN POCKET PARK c �/ \ l BLOCK f 435 PARK ST CHARLOTTESVILLE VA zz o1 , 9 DEVELOPER: RIVERBEND DEVELOPMENT, INC. C7 Z z O t7 z ,..., O - I � O a 10 I I �`.�O� If I ) I/ / l^.? _ \ r LOCATION TO BE DETERMINED I I 1 I - � \ • � BLOCK 1 , Y _ , Ji! li� lk 4 t ' / / / r WITH FINAL DEVELOPMENT PLAN �°`` - - ---- `, EXISTING soo-YEAR \ l �.- \ .; �� / 1 I + } I ) \ I _ I - , i IFEMA FLOODPLAIN (TYP.) , ', \ \ r ,` �'- SECOND STREET SE SUITE o0 455 4 CHARLOTTESVILLE VA zz o 9 3 N w w N w w u O_ z z 1 f/ l\ " i J i'' i. + , + \ \ ' ,'� -- i r` I }( �''' i l ♦; 11 + `I _____�_� PROPOSED VEHICULAR - rl\ --___ '%�� \ ` `` ENGINEER: COLLINS ENGINEERING -' z z z g j._ _ _ I I ` \ `\ / - - �i + \ / / i r -_- '' INTERCONNECTION ACCESS ' • - - II II -`- BLOCK � ------_ \ � �; � \ -- -•-} � + ^ �- -� � \ I� 9 i PROPOSED PRIMITIVE .� ., \ '' /� "' i/ /' , -__ - �, , - o' MI NN ATURAL BUFFER . _ ,, _ TO THE MONTGOMERY' 3 ROUTE zg - i + r\ �`� ♦-- ___ 1 -�♦ TRAILWA -_`` \\ \ _ / ' �� I ,- / _ - / ,' ,' RIDGE NEIGHBORHOOD D ' 'IMPROVEMENT III rl\I __- _ =-� ' / / + _ } - .- l 1 , , , i` - I _ \ PATHWAY 111 i �\ \ / / ` I %/ _/ ,^--�`�\4 '� OPEN 1 ' / r` !' r / A \ zoo GARRETT ST SUITE K ' CHARLOTTESVILLE VA zzgoz TAX MAP & ZONING: 0 600 00 00 01800 0 600 00 00 o18Ao 0 600 00 00 01 0o D.B. 1 PG.6 o D.B. PG. o D.B. 1 PG.6 o 73 , 9 333, 45 73 , 9 z Q I --I I --I z o H °�, U w w ¢ z g in O � Z w O O � z w O rl p z `� Z w w c i �, ♦ ' �_-' / ` PROPOSED CIVIC SPACE f / r J ♦ - __ , , / SPACE - %'" ,- ,- + / / I ALBEMARLE COUNTY / I + �' 0/1(TYP.) TYP. .' .','' r / -' ' MANAGED STEEP SLOPE 11I R-1 RESIDENTIAL R-1 RESIDENTIAL ZONE: R-1 RESIDENTIAL > Wz p - z Lu w a II a wBLOCK 0 GREENWAY ,-- �� , \ Y / , + I `l ROUTEz 1 II bI - - .- S I I ! � .,ems ' / / � / , G p g 1 I l I .: ,.,' (TYP.)014611': ''"•-� f TOTAL PROJECT AREA: 04600-00-00-01800 42•55 AC• 0 600-oo-oo-ol8Ao z z AC. 4 7� 9 z � a z � a z IMPROVEMENT I :<. ,' / / / / •` MoN G��oP C SWM FACILITY #z r li i I+li I+ z GREENWAY f , �� _ I = - - _ .< / r / / / / , (BLOCK K-' \\ ' `p� \ I l l •, GREENWAY --.: -, - -, ,.r,, a ,- TYP. - - -.. / . 8 . - \ p I (TYP.) s 3 /•, 1 (TYP.) I ( \ UPLAND / _i / 1 1 \1_: ,\ I / / / + �� ' r o4600 00 00 oigoo - zo7.66 AC. z o AC. TOTAL 77.5 0 Lu O U ¢ = / / / .� / LP PROPOSED 5o' BUFFER,: I+ I � j PARK . - ' . / / / / / /1 / , . . , ��: VL�� i =%,:� t r ' i ' f Il ' M \ PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT Cu 2- w AROUND VDOT STORMWATER - EXISTING ARCHAIC WOODLAND / �'` + %� , / / DEVELOPMENT r , I I I ;: " .;. \ ,\ '-:-; '- r I � � =' llr, ,- MANAGEMENT POND ) <-©�\ CAMPSITE AREA TO BE PRESERVED ! / AREA TYP. / ' / r �� l { ) /' j - _\� ; ' �,', � i r + r / I I i I � ` I �� /' / \ '♦ ,' ' rr - // "� ✓ TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY zo15. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN z g � � r � z � \ ` » �� �,{ _ / . j� BLOCK 16 '��` , r SURVEYING ON MARCH 201 p u' 'w I I- `\ \\ \ - I `�\ \ iU./,,. % \ \ + EXISTING ioo-YEAR 1 I I 11 c / - +.. DATUM: NAVD 1988 C'� 0 cn O' \ \ �___ �, �� STREAM BUFFER (TYP ° FLOODPLAIN TYP. '� ` I ♦ I \ 0 \ - (TYP.) III I � j I I •,_,•, -- � \ \ ♦ 'I r I` , � e — ♦ �- ♦ \ ` e \ \ l \ , r, \\♦\`_` -i / 1 I �♦ III I W w I i x \ \ I- '.?,� ,� ``♦ `♦ ` \ , 1 � _ ° \ \ + \ ♦ \ `♦ `\ \ / / � \ II I _ � / ! I In }'''*,r - `\ �\ z I '� `:.\ \ \I " +:.� �. ° \I + ` \ `� `\ ` ` ` + `\ ` / i 1 i r , -- -; ;.'/lil I + t ` ` ` / ` UTILITIES: COUNTY WATER AND SEWER FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5ioo3Coz8oD C'4 } V M )n )n co \o _` + ___ PROPOSED RIGHT IN OUT° C° BLOCK \ o + , 1 + +,'% r-`�=lr I ry Q o - 4 1 \ z z �\ `�`\ `'i ��� - ' + +♦ `� \ ` `\ + r } `/ - \ \ \ r / INTERSECTION IMPROVEMENTS. i w , ''1� �� +\ I\ u /� r.; �, , BLOCK 4) _rf \ / I \` '�'� /` , I Ir! /co 3/i Le F- II d - {� \ i / 1 r�� V11 \ / /r` - / / r/ / \r t� i ��/l SEE BROOKHILL TIA REPORT j *E' `\ ` " TRAFFIC CIRCLE/ROUNDABOUT MAY /; /` DATED FEBRUARY 4, z005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢ C3 \ 0 \ O\ \ of q O ) uj i 1 / , ♦ ALBEMARLE COUNTY �, / ,_! �r - --' � I , �' �, �-,:. = „ / '. �% ;w'i;,, 'r,_- MONTGOMERY RIDGE FOR FURTHER DETAILS' MAIINS TREET ` BE CONSTRUCTED ATTHE +PRESERVED STEEP SLOPE BLOCK �/ ' 11 ! - - BOULEVARD ENTRANCE � I INTERSECTION OF MAIN STREET AND '---- f /� -/; / i i �/ r NEIGHBORHOOD ,v (TYP.) /� �// ✓!�/ y�' NOTES: o a O r< .''i I _ �i' /� \ 1. , THE NORTH/SOUTH CONNECTOR ROAD -� / /�/ j ���'�f I ,' / \ / / , r:p , / 1 J BLOCK 3 I } �/ �'/i I ' / \ I / / `� �\ 1 OPEN ✓�,I/// / ` , / Jr /� %�%/,-\ < �/ 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE C3� I CV z i-��o tY j, / / ,` Lj>� �' ♦` SPACE r + �%' /��%i .' /. / / / \/' i r�""�^i / - __�- I 1 1i// ;� / OPEN ,' ' ` / + \ / 1� \ DETERMINED WITH THE SITE PLAN PROCESS. Z ■Y CV J ^ I :I <_i y - (TYP.) r / x /' . I r_ = - r - _' __` •• / / //� \ r ,/�/; SPACE 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BYTHE HOA. ,\ I C� �� ` /' / ,-1' -�► -``_ f _ / }- (TYP.) ,'�, / /4. �-- BLOCK 1 r / '� EXISTING soo-YEAR �, ,' , / 1 i ® ' PROPOSED v O \ \/� —+.-�i, `♦ ` / NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. J > Q LLI ,,—I / \ `-_ ., ,FLOODPLAIN (TYP.) ,' /' - \, Z �J r I I, ^� / ( �_�__, I __ - - RIMITIVE / / \ \� ��y T.M. 6 -18D I � ; / \ + /` r _ �. �`� `• -- - � � � O� O TRAI LWAY J 4 1 ' la' ` I-- _��` y �` ` \ \ - �~ / I OP .M`•``'"`°CRAFTON CORPORATION' I I I I / � �- I �`_i \ `♦ `� �- - � `\ � ♦ � � � ` r'_`---- / � \, O C� - • III �,'-',•' 7`\,\\ \ /-, �(0�� \� THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE 5 EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS � 7 Z w J Q i / ,\ ---- �__ \ �\\ BLOCK 2 \ ?° DEVELOPMENT AREA ' ` .%' O - �` O _ L.I / II\ I r� , / , � , y _,_- `\ \ ,\ ` °• BOUNDARY (TYP.) / % / .` /;/ //,r � b 1`j ` �` __,`` ; \ \�``� °,� `♦\ \` \ /,' \ \\ I �� /\ r- , I PROPOSED NEIGHBORHOOD CENTER `♦ ` \ i r ` ' � \� `, \ / \ TO THE FLOODPLAIN. 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND W J > '^ �� C G J _ `" � � . 1 r= + I , (LOCATION TO BE DETERMINED ♦ \ _ , , \ `♦ \ ° 1 \ ` ' , + r%' LIMITS OF PROPOSED REZONING �, ` % j rI l III l / r `r` _� \ ` ` ` ° ` I r BLOCK SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. W J I l ! � ` ♦ ` 1 1 WITH FINAL DEVELOPMENT PLAN. .L % I l 1 II 1 III " r / / ♦.. � _ ) .I �I f"j \--� r / ,' i i I e ,^ \ `\\`\\`♦,`-_, r l r \/ l (\ 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 Q U Z W I PROPOSED too' BUFFER ALONG RT. zg Ilrl z 7- �^, -•� --- - / 7 r r ;, ♦ . (I + I I r I \/ o' NATURAL LANDSCAPE BUFFER I r BLOCK 4 c _I \ �3±ACRE HISTORIC �- I i I + e ' \ �� \„____ ' ;.' I I + ' - 7 I .� 1 `' • \ __ I I + I I 1 I r \\ I' ' ' } '\ �� ; BROOKy�HILL PARCEL BLOCK 3 -_ B LOCK 5 ) `. , ", \ �,_ `\ 1\I\ I \/� \/ �\ SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE OF DEVELOPMENT OF Z WL9 J E ' \ O & 30' LANDSCAPE BUFFER _ \ (i)\\� l --\ I �- - ALBEMARLE COUNTY ` .' iI r + I ' l '' . l - 1` ' (� \ THE APPLICATION PLAN. SEE CODE FOR A DESCRIPTION THE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. � J _� _ Jr� li /' ___ J i ' - MANAGED STEEP SLOPE / ' -_ \-1 J i i i I I i rr /� f r' NOTE: A PROPOSED MULTI USE PATH I I APPROXIMATE LOCATION OF , / I I I I I r f ``� 1\ \ 9 THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO J _ J J II +, HISTORIC MARKER FOR THE ___, + i s _ (TYP.) GREENWAY , r �� , I I I / r f� \_\ \ IS PROPOSED BY VDOTALONG THEIj� 0 \ I , ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER Q Z U 1--I r ♦ .,ate I sr � / --, � _____• •'J (TYP.) ,\ �_I \` � A,.,� \ � r rr , i , / ' 4 BROOKHILL PROPERTY r i ` I '�"-'' o \ , , ♦ 1} I r , I r ROUTE z FRONTAGE OFTHIS III r g -/� ...i .r k. i 1 r ' PROPOSED zo' BUFFER ` z; .,, -" ` . ` + . I'f I +' + + / r % PROPERTY. PATHWAY TO BE / I - ',,, `\ `� a II �r r MANAGEMENT AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. 10. CONNECTION POINT�ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR 1--r LLJ ) r lir l I ..., „ \ r I rl I I LOCATED WITHIN THE VDOT R/W. �r - ' , `♦ '-� ,°° r �,ri r rr I III � LOCATION OF EXISTING / ', \ ♦ ° `� rz 11 + 1 I I INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT fbHALL ONLY BE A PEDESTRIAN/BICYLE ACCESS CONNECTION. ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q uj Y w O O J a, 1 DUNN CEMETERY TO rJ `� '•, I I I I I , +\ BLOCK 19 REMAIN ``♦ �\ `BLOCK LINE TYP. . /'/i�''i '. .;, I i1 I\\ +♦ ♦'- I r 7•. I ( ) / NOTE: ALL STORMWATER MANAGEMENT FACILITIES %\ i DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. Q ~ O m // t \1\ "' 4 i1 �, / , �� I I (I I +I } Jam, , ` ` ��'� i/i�% �J } + + ` ♦ `. r 1 \ , \\}1 I I -I I + •\ / I r _ + � /. / / + ,� � _ �•� '�ifi' '�� r 1 • ` � ` \ - AND EROSION CONTROL MEASURES SHALL BE 11p\ \II jl II f ♦_ - • , I / i } I ,, BLOCK6 n . \ ♦ .\/��• r %1F'/ \ I°1 }1+ \ ♦ ., I , / +\ `� ALBEMARLE COUNTY LOCATED OUTSIDE OF THE PRESERVED SLOPES. BLOCK 8 _ 11 1 +' I PRESERVED STEEP SLOPE `'�f :./ % '•., I . \ `s ROPERTY BOUNDARY (TYP.) ♦ ` 1 • '. LEGEND GREENWAY \ PRESERVED SLOPES z Q Z 1L Z NOTE: AREA WITHIN THE 100' BUFFER Iul 1 (TYP.) < / ;. l/j� ' ` ` ��' a _ ' BLOCK `\`. `, ''!', - �,- - AND OUTSIDE THE EXISTING TREE ` %' `` - - % > �\ \ `�' } / I j V° VEGETATIVE BUFFER MANAGED SLOPES C� 0 OPEN SPACE z ® Q > W w O "__ "� ' ;\ �,�' LIMITS SHALL BE REPLANTED IN /� /', I I \ I + DEVELOPMENT > EXISTINGioo-YEAR _ . ' - P _..°eee.ee°•°.°..•)°- ACCORDANCE WITH THE PLACESzg I I I' --- ' r \ - --- / \ ' FLOODPLAIN (TYP.) "`, - " :. ;_ ° FORESTED BUFFER REQUIREMENTS I+ it + l r ' -� - -�� EXISTING BROOKHILL / �� ' � �, .' AREA (TYP.) , >..; �!'� __ ~ • _ - , � - • WITH HOA APPROVAL Aso' MULTI -USE PATH LIMITS OF 1gTH CENTURY ' - _. �+1' U SHALL BE EXTENDED TO THE ENTRANCE OF HOUSE TO REMAIN f ✓ / \ ` r 1 \,./,. \ " . \ � GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS N11-4 J 'J � �� Q -, COMPONENTS OF BROOKHILL /,'�` \ ` �♦ / / / r i�/// :..: v MONTGOMERY RIDGE. THE HOA WILL NEED / = \ \ + Y \ �_, / / '�2:. - �� TO APPROVE THE TRAIL AND EXECUTE ALL BLOCK H �, ` \ `DEVELOPMENT AREA \ `, f- / / // ,'' I 's It __r I'') ,� •,, = /, \ + \ \ \ \ / - / ,' , I ° _� \ + \ EASEMENT DOCUMENTS ALLOWING THE j� r \ ' ♦�- / L�.j ,--�"� EXISTING goo -YEA BOUNDARY (TYP.) \ / 6 / / / :- �` - HE MULTI USE PATH Q 1�' CONSTRUCTION OF I r , \ \ •� \ \ \ _ � �`•' ,�' /�,- - ' PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE i TH CENTURY COMPONENTS OF g BROOKHILL � � W FEMA FLOODPLAIN (TYP) +,I " 'PROPOSED 1o' PAVED / ,' \ -�-�ON HOA PROPERTY.0 ���. 1o' MULTI -USE PATH TO BE CONSTRUCTED ALONG SPACE -�' MULTI -PURPOSE TRAIL "' " / ` (TYP-) / �`,` j .,�-- // y �;i-' THE NORTH SIDE OF POLO GROUNDS ROAD 1 I I I ,. - .�..F`" 1 I \ �.'''' ,,,,,, ,'.' !. r> �� i e ,';� Q ilia ,1 i i i ' r —_ PRIMITIVE TRAILWAY PROPOSED TRANSIT STOP TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL O ce �/ CD O 0 / ROPOSE D AN TU N N \ PEDESTRIAN EL IMPROVED INTERSECTION :, :, r - _ .:e w` ®;`- `- t`\ \ ` \ ORS AND STOPLIGHT. Ii " "- �'� - _'' .�- -� ��\" _� NF R LOCATION TO BE COORDINATED WITH TRANSIT SERVICE ° O O _ __ I r - -� p0 �O ``" j ,PROPOSED IMPROVEMENTTO -' SOv Pew 0000 EXISTING too YR FLOODPLAIN N SEE BROOKHILL TIA REPORT I I �. `' _ GR .. - PNN DETAILS ' r. -i `s _r J'r SrAT��r O3 (pDSROAD (So' _�- f -_=� = r r ter`~ TURN CANPOLO OES NSDEETOHE POAD OLO R`v FOR FURTHER D _ B. 48z, P. z63) � , - ,_-- GROUNDS ROADWAY rr III I ` e/ -'- -' i'• IMPROVEMENT PLAN STREAMS �' LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w J JUNE 15, 2015 _ j(Irl�l ylii +� APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG r • ipi i ;FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDtS ROAD GRAPHIC SCALE DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. PROPOSED LOCATION OF CIVIC SPACE o io' MULTI -USE PATH U p w w fN'�-e C ♦_. f/1 I ;Rd+► )ttlr °' `__-' M zoo o zoo ao soo rr SEE PROFFERS FOR FURTHER DETAILS _ r - I a = �-� j 1 _ / "''� I, \ _ T.M. 46 -18C • PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. PROPOSED LOCATION OF HISTORIC MARKER JOB NO. _-' -' CROCKET CORPORATION ( IN FEET) \ / •/�• .� p_y=�_�--'-1 '"'"'' SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN&TRAFFIC TIA. ' PROPOSED ELEMENTARY SCHOOL SITE SHEET 1 OF 1 182150 >'``• _ f /•'' 1 inch = 200 ft. SCALE N. T. S. SHEET NO. 2 1 , \ 1 I I / I V OM -� _ J H _ - F ,o RIDS -- --'- - H / \ 800 D D_^ BO _- (0!L TT R. COLLINSI� . No035791 . IONAL ;��J D y I III l p,VEN W00 ,� ��� I r I I I , I I o rq0 BLOCK 4B J Q SDP2oi80005o FINAL SITE PLAN APPROVED 12/17/2o18 In J o,Ql It< 4 III \ BL CK 4A SDP2018000 0 5 I FINAL SITE PLAN I APPROVED 12/17/2o18 , i I II Ila u 1 1 ' ' ROAD PLAN \ 1 (UNDER REVIEW) SUB2017-00117 , 8k. SDP201900026 FINAL SITE PLAN CURRENTLY UNDER \ REVIEW A _ BLOCK 13��I '01 0l 1BLOCK 15 YANC'OURTzz Q Lu a-rJ I 1 cn co ---I _ w M saw Now _j 000 soft soft1 ` L'-� �� / �` o_ A > 040 PROPOSED �� ♦ I \ ��� �V � DEVELOPMENT Q' INITIAL SITE PLAN `� �' ' <p+� l / W BLOCKS 9, io, & 11�: '--� \ r 1.` I a I ' BLOCK 12 BLOCK3.8 � �� ®® BLOCK 14 �r i I®40-011\ a °4,00,` o LU o rj ° GO pPO �pGE v i R x o ZZ �� ♦ / \. �� P ' 40, 1Lumill. ®° ® ♦ ® BLOCK 16 waft ftft li 0. ♦ ` T ���♦ ®®° 1 N \ � 1' BLOCK 4C 0 a \ % ---- \ M 1I No I LU ° yA ROAD PLAN � BLOCK-5 Now ftft\ I■._�� (UNDER REVIEW) BLOCK r I - -- SU620.7-00117 1 3 1 °o° I / '� �" \ �� ��_ i �_� N 1 140,-- 1 NI I 1 BLOCK 1B BLOCK z 1 1 w Q �`1. BLOCK 1� 1 ----- I a , ROAD PLAN 40P (UNDER REVIEW) 17T w Z Q 1 SUB2o18-00115 BLO,CK3 sun _��------ ® I, ® / / �_�' ��� -� M now.0.1 \ SDP2o1800021 1 °° -� t / �� /� LLJ ' BLOCK 1A 1 INITIAL' SITE PLAN APPROVED ®°® I - ���"� \ /mil `� I I J 1 o6/08/2o18 I , \- - J -� nm �nm � � � � SD.P2o180004971, FINAL SITE PLAN UNDER REVIEW .�a L U --- � 0100\ woo °' ® \ J a®°® BLOCK AREA SUMMARY L1J _ 1 j ° ° _ 1 o / 1 0 ' 41 BLOCK 19 1� 1 BLOCK 6 � ®® Development pa ( ) U) O Greens ce/Amenities ac ' m a ' ( ®� ® Area Per Proposed Area (Roads, Proposed Mo� 1 ( ` °a \ ® ® Block Land Use District Brook wit p Lots, Buildings, Development W a'CID 1 °° ° 1 e COD (AC) Area (AC) parking lots) Per Area (AC) L U ® ` °0 COD (AC) Civic / Civic / Open Open Total Total ° \ 7°� ° Greenway Greenway Buffers Buffers w _ °® ®® ® Parks Parks Space Space Greenspace Greenspace Required Proposed Required Provided _ BLOCK 7 0 \\ ®°®°°® � -� ( 0 Required Proposed Required Provided Required Proposed J I PROPOSED , a °� 1 Neighborhood 12 ]2 0 0 0 0 0 U) DEVELOPMENT °° ` 1A 1.193 1.2 0 0 0 0 0 I / I 1B 10.807 10.8 0 0 0 0 0 r 'FINAL SITE PLAN � ,A � � � � I � BLOCK 8B, , 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 w ®� ,� I 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 N ' ® / 3A Urban Density 3.3 LL L_ _ - 3B Urban Density 1.8 ' � 4 Urban Density24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 woowoo O � 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 • 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 ---- �� ® \ -woo _ _ \ / �/ 4C Urban Density 6.58 - 2.31 1.46 0.85 �'• 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 _ A, . -_ ' •�� (> Neighborhood Density 7.2 0 7 0 0 0.2 7.2 ° n LO G STATE ROUNDS R /��- 1543 pAD ••°•°•, • Neighborhood Density 25.8 25.91 12.7 Neighborhood Density 17.7 9 12.92 0 0 5.� 4.58 47 4.56 141 3.82 13 1 12.96 � / - - / 8 r • '°•..°.•' D°g iso) ..........•• T %/ � 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 U H 48i, p �63) % 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 w PROPOSED RESIDENTIAL DEVELOPMENT (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS ARE UNDER REVIEW) GRAPHIC' SCALE 10 11 12 13 I 14 )0 15 16 17 18 19 Neighborhood Density 9.6 6.8 0 1.8 0 2.8 4.6 0 ° w U) Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 Neighborhood Density 5.7 1 3.2 1.2 8.2 1.3 0 10.7 JOB NO. 182150 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 SCALE It 1 =200 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 SHEET NO. 2 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 Total 223.9 1 168.8 10.3 1 1 53.6 1 1 28.8 1 1 16.0 1 1 108.7 I D°a j � D i 4"—n 456 31.38' F � 59°04'25"E J - LAND RESERVED FOR FCrTURE --- — - -- - - - - - - - - - - - DEDICATION UPON DEMAND / _ EX. STORM WATER MANAGEMENT ACCESS \ \, FROM THE COUNTY. � (D.B. 5107 PG. 148) r s o 0 s1 454 - - - - -- - -- — — , N59°04'25"W 31.38' 455 _ N 154 ° en ° 1 Dn I D < v, _ �D BLOCK 1 B GENERAL NOTES: 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY, 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE PROJECT SITE. 4. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS RECORDED IN DB. 5121, PG.689-701. 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE RECORDED IN DB. 5121, PG. 676-688. 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED PLANS AND MAY NOT MATCH THE CURRENT, EXISTING TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY UNDER CONSTRUCTION. 0' H 0 ZCOTT R. COLLINS'Z Lic. No. 035791 11'SIONAL vl eewj tn z O a Z U w pza o O � w z H W ce S30°5 w � N59°04'25"W o N D I / f I EXISTING ARCHER AVENUE \ -•► l` CURRENTLY UNDER CONSTRUCTION Lu J SEE PLANS UNDER TMP 4619B3 (REVISED) I` DI \ Iv SUB201700117 N\F CROCKETT CORPORATION Q DB 5011 PG 170 DB 5107 PG 148, DB 5121 PG 644 Z c I 37.612 AC.. I I t N r w I `o w 4 454 �; I CD - No I --I EXISTING BLOCK 4A Y' CONTOURS �; BLOCK 3A N f WCN i II v ---------- Q - --- Q I") Y w ,. S59° 04' 25"E W f J W 463.88' L o— �� E > d z�� Z w 0I w z O � of �I oI �d � f m I BLOCK 1A II O z °I I Lu _ NEW 20' ACSA - Q Q O LO SANITARY SEWER y O M of o EASEMENT = T� r' I Cl) EXISTING 8" o U EXIS SAN. SWR. - - - - J N TING FIRE f - z \L ld:�_ 11, 9 Cn HYDRA, „^., ,_ ----------------------------- BENCHMARK Lij VARIABLE WIDTH % STIR. TOP=442.40 PROPOSED - - ------ � F— W r EXISTING 12" PROPERTY LINE PUBLIC S�ORM � ! ° �i DI W/L tr DRAIN EA EMENT �, ^� EXISTING FIRE DB.5121, PG.644-675-; ,� - - - - HYDRANT -- - - e - - -__ - --- -- - 463.88' N59°04 25' W 899.66: / - - /�I - --- -_ _ - - - _ - -- _ - - --- --- - --- ----- ----- - - 1 w .° — ° ��; c G .:_ n D •.°n 0 0 , 2511 V,� - ° o n b e ° n D ° ° n 59 n D ,,. D ° ° e G e n °D e o ° ° D° D o ° D ° e ° D ° I D ° e , °° / - - Lij ca & \ 47 - PROP. 6" DIP W/L - g \ i w w� w w— w. w_ w - w- H H H H -- H H - � w w w w w w w w w w w H 26'F/c F/c SALAMANDER STREET PUBLIC ROAD 22' E/P E/P EXISTING iz I- - DI W/L I T 25MPH 1 I/ sst000 SAN. SWR. M / I EXISTING 8" 5g WISE - SPEED \ �_ w _ _ - - -' �y - H \ �y — _ F F f ° J O N59°04'2 899�66- N59°04'25" - -- — — _ -- -- - _ — — — - — -- -- -- -- - - - CD '— — -i� 20' ACSA-WA-T-ER- — 725 79' _ y Y x,• - - — ---- -- -�3 N �'� t EASEMENT ,JEMETERY / '•� _ -- -- -- - - - 4\0 �° _. BLOCK 8B -- _ — s ; ° ��Y I SIEMENS _ - I BLOCK 6 -- — — �2 w EXISTING SALAMANDER STREET^Y� ° - CURRENTLY UNDER CONSTRUCTION `` I P _ - SEE PLANS UNDER BLOCK 19 I .• SUB2oi800115 w w H - O w z _ .... i JOB NO. - ..... ........... 182150 W I _ - SCALE o n �� / 30 o is 30 60 1 -1 It — 30 �/ - AND R�SERUPO FOR FUTURE ' SHEET N0. / IN FEET �- I EDICATION UPON DEMAND i T�, j 1' / ) I �� - FROM THE COUNTY. 1 inch = 30 ft. 4 o I 4 ,4 / 120.36 D ,." n D 31.38' - �- ° ° _____S�:9°04'25"E ,� 51 LAND RESERVED FOR FUTURE -- \ DEDICATION UPON DEMAND FROM THE COUNTY. (D.B. 5107 PG. 148) w w ww w w w w w —w w w s7p w 6i 1 � o o o I, l s N59°04'25"W D 0 31.38' n l° D I ptI EXISTING STREET TREES ° f ° ALONG ARCHER AVENUE BLOCK 4A VARIABLE WIDTH / /\ PUBLIC STORM DRAIN EASEMENT D13.5121, PG.644-675' EX. STORM WATER MANAGEMENT ACCESS BLOCK 1B PUBLIC ROAD OR GREENSPACE,LTH 077 SCOTT R. COLLINS'Z SCENARIO 1 SCENARIO 2 SCENARIO 3 Lic. No. 035791 �,7p0 IONAL E iCAR Z i8' MIN i MIN R'i MIN N GARAGE PARKING SPACE _2 GARAGE Z SURFACE i SURFACE Z PARKING Z PARKING SPACES PARKING SPACE 2 SPACES o LL PRIVATE ALLEY OR STREET �; ° Z o 20' MINIMUM TRAVELWAY PAVEMENT WIDTH o Z o In _ w 'i W o Q� J �Q- U Z Lu PUBLIC ROAD Z _j NOTES: Oz J Q 1. EACH SINGLE FAMILY LOT WILL HAVEA MINIMUN IDEWALK OF 2 OFF STREET PARKING SPACES. z 5' MIN 2. OFF STREET PARKING SPACES WILL BE LOCATED (� — MIN EITHER IN DETACHED GARAGES, ON PARKING r / cC 2 CAR 3' PADS OR A COMBINATION OF BOTH. GE MIN 3. GARAGES WILL BE A MINIMUM OFi8' DEEPAND °+° PARKING M LOCATED EITHER 5' FROM OR GREATER THAN 3.6' SPACES FROM REAR PROPERTY LINES ADJACENT TO THE PRIVATE ROAD OR ALLEY. W 2 CAR 4. GARAGESWILL BEA MINIMUM OFY FROM THE EDGE OF PAVEMENT OF PRIVATE ALLEY. GARAGE 5• ASPHALT PARKING PADS WILL BE BUILT WITH A PARKING MINIMUM DEPTH OF i8' FROM REAR PROPERTY SPACES LINES ADJACENT TO THE PRIVATE ROAD OR ALLEY. EACH PARKING SPACE WILL HAVE A MINIMUM WIDTH OF 9'. 6. DRIVEWAY GRADES MUST BE 8%OR FLATTER. THE GRADE TRANSITION BETWEEN THE PRIVATE ALLEY AND DRIVEWAY, BETWEEN THE DRIVE AN[ GARAGE OR PARKING PAD (OR ANYWHERE IN THE SCENARIO 4 SCENARIO 5 DRIVEWAY) SHALL NOT EXCEED 3.0% GRADE DIFFERENCE. * IN THE CASE WHERE THE PROPERTY LINE IS NOT: FEET OR MORE FROM THE EDGE OF PAVEMENT w OR FACE OF CURB OF THE ALLEY, THE GARAGE r j SHALL BE A MINIMUM OF 7 FEET FROM THE ALLE) Q N EDGE OF PAVEMENT OR FACE OF CURB. 0 �N GARAGE AND DRIVEWAY EXHIBIT F Lu I EXISTING ARCHER AVENUE TYP 4619B3 (REVISED)co r` CURRENTLY UNDER CONSTRUCTION N/E CROCKETT CORPORATION b SEE PLANS UNDER DB 5011 PG 170 DB 5107 PG 148, DB 5121 PG 644 SUB203-7°°3-z7 I f z 37, 612 AC. I ce) Lu PROPOSED INTERIOR a LLs °°- � 1 LANDSCAPING (TYP.) BLOCK 3A PROPOSED2 CD f INNER -PARCEL GRASS OVERHANG PROPOSED VDOT STD. CG-2 i i • INNER -PARCEL CONNECTION VARIABLE WIDTH PARKING � �--. � CONNECTION (io) PROPOSED (4) PROPOSED AREA RESERVED FOR AND ACCESS EASEMENT N f (7) PROPOSED PROPOSED 2' PARKING SPACES PROPOSED REAR PARKING SPACES PARKING SPACES S' FUTURE PARKING / CV SETBACK J I . , GRASS OVERHANG LO ! i W > ----------- -- -------- - - - - -- - - - - --------- l C -------1- P. � TAP. i6x ��� } - (7) PROPOSED PARKING SPACES k I 18' O (TY ) k (TY ) (TYP / ¢ Lo i i - ,,- ! o n 3R 3R 15R 5'R R f 5'R SF� R S59 04'25E' I Cn i� 463.88' E - } PROPOSEDVDOT— ----- R---------------------� - - - -- - - - -- - "n PROPOSED CG D Lu Lu PROPOSED CG-gD I " i �� v 9 I- STD. CG-i2 (TYP.) < BLOCK 1A ENTRANCE TYP. I (n Z d Q r w ENTRANCE (TYP.) N w w (TYP.) PROPOSED I LU C Q Fx > PROPOSED > PROPOSED VDOT STD CG 6 DRIVEWAY I �/ a `fi E--E a Q Q - O i \ � m or STREET TREES o (9'xs8') MIN. - - - - - � � �� F_ I- H - - - -INNER-PARCEL--------------- ----------- $ ---Z----------- -- - Q I CONNECTION f J 9' r ~ u TYP. 18'M . Q �� TYP. 18'M N. - , I- - - - �� O L9 PROPOSED VDOT STD CG-6 (TYP. w (TY .) X t I i { ° ® ® ® ® ® ® >; ® ® ® ® ® ® ® i SANITARY SEWER Lfi j II it II C II II II II II II II I� LO 7-1 7- �. O ce) £ - p II II p p II „ II „ II „ ?( k , O 1„� I EASEMENT -� Tf Q Il II II II II II II i CV O . I�rJ -- M II II II II { O I I I II I I I I II II II I I `}- � I 1-1 II IL II �--� II �J II �L II �L II �L II �- � I I � I � I 1- I � I �- v ° Cn II II II II 11 II „ II „ II „ 1 PRO POSED 1 ----- _ --- ---1L- - � r -� -------JI----- �r E - --- DRIVEWAY -- --------------- ----- -- ----------------- �- - - {- - - - - - - - - - - - - - - - - - - - - - 0 II II II II ° PROPOSED II II 1 II II II 11 II �2O (C� X18') MIN. 1 1 1----- I Z DRIVEWAY II BUILDING #1 I; PROPOSED GARAGE BUILDING #2 PROPOSED GARAGE I 0 (9'xi8') MIN. - - 111 18 APAR 111�MENT UNITS II (io'x2o')TYP. --11 x F kL"I-PROPOSE6 5' CONCRETE SIDEWALK 14 APARTMENT UN T$ (lo'x2o')TYP. PROPOSED w U ------II--- - -- ---- /- �C t- -t-�- - I PROPERTY LINE 1 30' MAX. SETBACK 1 PROPOSED 5' CONCRETE SIDEWALK - -- - - - - - I _ _ i- ° f I II II II II PRIMARY ENTRANCE (TYP.) PRIMARY ENTRANCE (TYP.) J O PROPOSED VDOT STD CG-6 PROPOSED INGRESS/ x x �5I Q EGRESS LOCATION 4 463.88' S"� I l ' EXISTING STREET N5 ° 04' 25"W 4°2 = -- - -- - " ° N ` , AND STOP SIGN n SIGHT `7 �` D STAN oe ° I CE-28o' HT DISTANCE=���� "�-�s-------- _ IOP.6"DIPWIL-8 w w STOP w w w w w w .� .� e. � -- , EXISTING 5' CONCRETE SIDEWALK w i 948 VPD SIGN EXISTING 5 CONCRETE SIDEWALK w 26'F/C-F/C 22 E/P-E/P I A�IANDER STREET PUBLIC ROAD (TYP.) � DISTANCE TO NEAREST sseoo I s� .� � _ , ,- 58' WIDE —SPEED LLM,IT 25MPH LLJ w = INTERSECTION = 300' o Q z z �- �° Q Lu I _ 00 �,,, " " fir, ° _ D � c °��' eD ° n n D ° ° B ° °�= ° r , , u W �' - = -- ----- N59°04'25"W 899.66 77 z _ _ _- _ _ _ EXISTING SALAMANDER STREET — N59°04'25" - CURRENTLY UNDER CONSTRUCTION O p z 20' ACSA WATER EXISTING STREET TREES SEE PLANS UNDER 725.79 ^� Y�:•• Y l ) CV Y N 3 EASEMENT ALONG SALAMANDER STREET I SUB2oi800ii5 CEMETERY ILu 1 ��Y`�Y��Y�"�Y�-.Y`Y�'�Y-. YY1� I BLOCK N BLOCK 8B -- -- -- ------ ------ - - ) uj w w BLOCK 19 ° JOB NO. 82150 Lu --- ( GRAPH C SCAU- �r. // / ( S � CALE ----- 'k' i o o i o^( 60 � � I 3 5 3 1 1I=30' � 1 - - = ___ ____ AND. RESERVED-F_NAN17- 0FU-TURD I EDICATIpN UPON�TI SHEET NO. ROM THE COUNT _ ( IN FEET ) o ---- ---� / Inch = 30 ft. 5 5 5 5 5 I' 456 - 31.38' G LAND RESERVED FOR FUTURE --- - -- - - - - - - - - - J \\ - / \ _ L—L EX: STORM WATER MANAGEMENT ACCESS \ \ FROM THE COUNTY. DEDICATION UPON DEMAND (D.B. 5107 PG. 148) � \ G o o 0 N 4'25"W C' C 154 454 to 1010 PROPOSED �— s DRAINAGE AREA \SCOTT R. COLLINS'-Z Lic. No. 035791,E IONAL E� z O a Z U w D 0 o Oza U) H w z H W _ Ce S S0°5' Lu rn N5,9°04'25"W o BLOCK 1B �� 120.36 IPROP 0' MIN R R ETBA K — \j EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION , \ SEE PLANS UNDER F SUB201700117LD -# I 7 ai TMP 4619B ISED) \ ti 1 N\F C TT CORPORATION , coQ DB 5011 PG DB 5107 PG 148, DB 5121 PG 644 cyi 1 37.612 AC. r, 1 w PROPOSED PROPOSED i I BLOCK 4A , � ° I 1 POWER - CONTOURS ti BLOCK 3A TRANSFORMERS 454 Lc� � I� 1 = I Y PROPOSED 6" PROPOSED 8" i CV PVC SAN. SWR LATERAL PVC SAN. SWR ! J z ------------------------------------------------------------------------- - - - ------------------------ - - - - -- - - --- - - - - - - - - - - - '-) I-- - Q -------f --- W Q �PROPOSED 1 V PROPOSED 20' �(Do ;''--- W ACSA EASEMENT Y �� W 0- f O HDPE STORM a \/�m -- � I ~ i J I SEWER S59 04 25 E i , W .., S I u, 4 --...--- - --------� - 463.88 � w Z z BLOCK 1A -- ---- -- - �--� Q v � � 0 � � ® ® ® � ® 0 ® ® ® 01, 0� Nf� 2ff �,C�A � _ - � OZS - M E z ® ® ® ® ® Z � Ell ZI �j SANITARY SEW PROPOSED 20' Q Q �� u o u o n o coDRAINAGE f TIE -INTO u „ „ o EASEMENT M EXISTING SAN. PROPOSED 6" V C II C II � EASEMENT z PROPOSED 1. Q —� II 1L II—� II �L II 1L II �L II �— �' 5" OLE PVC SAN. SWR o -- SWR. MANH -----L -J - - - II - - " -- " -�- " ---PROPOSED 1. " ---- - 1 - -----WATER LATERAL -- -----I ----- i -- ------ \ & METER AND 4 T ------------- I - - - - - - - ° II LATERAL I. .I .I 5 I------T-- T-----'------�------'----- Q EXISTING FIRE 4 I gU��III II II WATER LATERAL SING #1 &METER AND ? FIRE LINE BUILDING #2 I HYDRANT IL�_ mmgommIII mm m�mmmo 4�r 1 r % I I 0T8TPM II M�Jj�r u u FIRE LINE ' 4 UNITS ' $7t II II II �� �� rv,F� BENCHMARK II II II II 11 1� II .' 1 APARTMENT IIT$ w APA ENT U -�- - -- II -ii- - n-----,-- - ii - F - - --+ - --J - -I- ---- - PROPOSED -► O - TR. TOP=442.4o II �� - - VARIABLE WIDTH 1 1 EXISTING 12" - f II II II II „ „ „ PROPERTY LINE � _ u u �� �� DRAIN EA EMENT i--i PUBLIC S ORM ° ° p II I; IIDI W/L „ I II II II II �G.644-675'� , � I - i--i DB.5121, M EXISTING 8 / SAN. SWR. T , - - 463.88' �,F, - - I - - - - - - - -- -- - - --------- ----- w / N59 04 25 W G c ° ° o EXISTING FIRE ° ° - � l e ems- � • �.i..i � -- / ---- y;, tea -HYDRANT 'PROP. 6" DIP W/L - B P \� w w w w w— o ,. SALAMANDER STREET PUBLIC ROAD 26'F/C-F/C 22' E/P-E/P �O EXISTING 12" \� DI W/L EXISTING 8" �- �) ��--f�-�f�-��- -H-f�-�f�-H--f�-�f�-��--f�-���-��►. / i �� I SAN. SWR. iuj J O ° � - --------- ----- N5904'25"W 899,66- N59°o4'25" - BLOCK 6 - _ - - - - -- -- -- -- - o I 20' ACSA-WATER BLOCK 8B N - ---�j EASEMENT \\ ^� CEMETERY _ _ _ -- — — _ I. Lu M %-I--- vV vV P ° EXISTING SALAMANDER STREET _- - - - '•, / -- , - ••• _ - f- - w CURRENTLY UNDER CONSTRUCTION I, - -- --- SEE PLANS UNDER w - -- SUB2oi8o0115 - J _ a ai U) - - BLOCK 19 B N 0 _.. 0 182150 Lu GR-XPHIC -SCALE -- � SCALE w 1 30 o s5 30 60 1 II —.J2 0 1 d - I ,l AND RESERVEb F R FUTURE EDICATION UPON �EMAND �! SHEET NO. ('- IN FEET) 1 inch = 30 ft. 6 �l o� o �, °° I FROM THE COUNT. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS 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 OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 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. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES (5' MIN.) GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION 4" CONC. SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 3000 psi MIN. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 7 J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH �A�����A��� �� ': , : a � ' : \/7 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. DRAINAGE 4" 21-A STONE BASE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. CONCRETE SIDEWALK 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. NO SCALE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 1-1/2" SM-9.5A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO SURFACE COURSE A POINT DEEMED AS NA TURAL WA TER COURSE. 3" BN PA VEMENT INTERMEDIATE CO( 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES 5.5" COMPACTED A ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. BASE COURSE, VD 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION COMPACTED OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE lS APPLIED PRIOR TO 60 DAYS, THE PUGMILL SUBGRADE REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. ASPHALT PAVING - ROADS 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./SQ. YD.). NO SCALE 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. CG�9D TOP OF 4" 2" R CURB • . .• 6" • a 1 1 • • 7 ♦ . 6» 6" 2, ' VDOT OR 78 STANDARD CG-6 STONE#57BA E6U UNDER CURB DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 1o" (TYP.) PAVEMENT COURSE CONCRETE CG-6 CIPOINT OF CG-6 SIDEWALK CURB &GUTTER /L FINISHED GRADE CURB & GUTTER 1/4yl, 1/4;1, 1/4".1. PLANTING o�a� 'goo"oo'o ooa8 ��o 000�g PLANTING STRIP STRIP 10' 10' 5' 6' (TRAVEL LANE) (TRAVEL LANE) 6' PROPOS'rII TRAVZ'LyYAY ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. CONCRETE SIDEWALK 5' CG-2 CURB 1/4":1' C/L POINT OF / FINISHED GRADE f1/4":1' CG-6 CURB & GUTTER 13' 13' (TRAVEL LANE) (TRAVEL LANE) 22'F/C-F/C PROPOSED 77RA VELIYAY PERPENDICULAR PARIIING AS SHOX'N OAr SITE PLAN 15 ff-p I IDES167jv _ Alp=) CG-12 I NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES AREA IN SQUARE YARDS) HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES AREA IN SQUARE YARDS) Q Q CURB WHEN REQUIREDNG (CG-2 OR REAR IN LINEAR FEET) A� CURB WHEN REQUIRED (CG-2 E CG-3 IN LINEAR FEET) GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 40:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4-�� FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO - ]� 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OFMAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE N0.5 X 8" PLACED )'CENTER TO CENTER ALONG TYPE A 5. REQUIRED BARS ARE TO BE NO. X 8" PLACED )'CENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1%2'. CONCRETE COVER 1%i'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 6. CURB / CURB MID GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS IN IN ARE INCLUDED IN PAYMENT FOR CURB /CURB PAID GUTTER. 5 M ARE INCLUDED IN PAYMENT FOR CURB /CURB PAID GUTTER. 5 M MAXMAX M .1 .1 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS WHEREVER 1� �C 7. CURB E ENGINEER. ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 1� T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX S BY THE ENGINEER. THEY ARE TO BE PROVIDED AT F A HI INTERSECTIONS WHEREVER 12:1 MAX S AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY AL A HIGHWAY FACILITY AN ACCESSIBLE ROUTE WITHIN THE RIGHT ER WAY AL A HIGHWAY FACILITY CROSSES I CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSES I CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12:1 MAX B. RAM PS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT AX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND �THE CURB OPENNG IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS T 12`1 MAX'%��p THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS TMW PERPENDICULARTO THE CURB. 5'MIN\** * Y PERPENDICULAR TO THE CURB. 5'MIN\)9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MINAT * , 2" HIGHER THAN ,2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT �C .SAME AS TOP OF CURB 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )KX . SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR A 4'x 4,LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. - LANDING AREA MAY INCLUDE THE GUTTER PAN. - TRUNCATED DOME �n TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF m 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF w .6"-2.4" C-C .6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� o CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O 0 0 0 0 O z WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD �00 �00 0 z-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCHyTHE BACK OF CURB. W O O O O O O O O O O O O THE BACK OF CURB. W O O O - . [- e O O O O O O O O O O O O TO O O O TT LANDING RAMP + 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l a LANDING RAMP + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 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 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 0 0 0 0 0 0 l? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SOX 651.. OF BASE DIAMETER ��.-ED 'DIAMETER TOP DIAMETER O O O O O O O O O O O O O O O = 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING o DETECTABLE WARNING o SEEAT BNOTEACK O2 CURB r= �BASE9DIPMETER I VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE AT BNOTE ACK OZ CURB rL- I VARIABLE FULL WIDTH OF RAMP FLOOR _I I- PAY LIMITS I- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETAIL -,VDOT SPECIFICATION xvDOT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 SHEET IOF 5 REVISION DATE (GENERAL NOTES) 105 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 203.05 WIDTH OF CG-2 GR-2, 2A A ENT -ANC ^ - I A'q0/O S FROM WIDTH OF ENTRANCE & O B (/pPq EXPANSION JOINT 0 Fo OF AD ur Sp4 F Fwk EXISTING OR PROPOSED '( A w SIDEWALK OR SIDEWALK SPACE C �J / T` CURB INCLUDED IN ENTRANCE GUTTER z b EXPANSION JOINT W N C §� 19 ww z a�a w FLOW LINE O z 0� x w ENTRANCE WDTH 3 ~ EXPANSION JOINT DESIRABLE MINIMUM 16 ABSOLUTE MINIMUM 12: EDGE OF PAVEMENT I LI IESS PEDESTRIAN ® _ _ -Wa�MLAICMCITS ROU EESTRIAN NOTES. UNPAVED SPACE NON -TRAVERSABLE -' SLU UNPAVED SPACE 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. ID WIDTH OF 3. CURB HAVING A RADIUS OF 300 FEET OR LESS ANC (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. ® - - - 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS LIMITS OF PEDESTRI LIMITS OF PDESTR AN NON -TRAVERSABLE 3" (CU DEPTH) IN ORDER THAT THE BOTTOM OF CURB GULL COINCIDE WITH THE TOP OF A CESS ROUTE CCESS ROUTE COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH 6 TO BE 15" AS SHOWN. NO AD,AUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUTUPAVED SPACE 5, CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-8 AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS 1-3., IN THE SECTION ON GS URBAN STANDARDS. OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF W Y. 15" ACCESS U INUNOBSTRPEDESTRIUCT VSLIPIDE ARESISTANCONTINUOT D. STABLE,,FIRM ANDTES PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A HALF PLAN ~ FACILITY THAT CAN BE APPROACHED, ENTERED AND • c. • e. • o. ri USED BY PEDESTRIANS.IF PEDESTRIAN ACCESS ROUTES [11ARE BEING ' 2" RADIUS PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2/. CROSS SLOPE. SECTION B-B WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS 2'-0" � .e,' STANDARD IS TO BE ADJUSTED TO MATCH UNPAVED I SIDEWALK SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION. D.' TD. SURFI SPACE CURVE z; .� .;A - NORMAL . • . GUTTER ® _ _ _ - - _ ® * x .'p . �, • , A �e • . �0 :A • • BASE IL 7. e•i. c. • o. ' °• • e' 11FOXITO 10% CHANGE • - 40 4.1ao oh o:3'�beoe4e I .oe 000 ogee .A. A . SECTION C-C s<sa1 • e 6" AGGREGATE BASE CLASS N (H.E.S.7 CONIC. TYPE I SIZE- 2 -0 • -� eS..5''POINT OF GRADE CHANGE 12% MAX.X.SLOPE �n FOR CURB AND GUTTER ONLY RI( • �. • e. , p, x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS ' FOR SIDEWALK CURB AND GUTTER ' �• ' °• • e• BUILT CONCURRENTLY x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS ACCEPTABLE ALTERNATIVE SECTION A -A IF CURB IS EXTRUDED SECTION D-D -,VDOT SPECIFICATION SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER REFERENCE REFERENCE SHEET 1 OF 1 REVISION DATE 502 105 203.03 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION % 27)4" MIN 28Y4" MAX RAIL HEIGHT 6'-3" 6'-3" 3'-1%2" 3'4/2" 1 3'-1%2" 3'-11/i' 2" R x x D • D.: T D.: 7w�N„' l.l.V' IA7wla�' �+iv�."�•" is'» D•• �•• SURFACE c.: • �•: GR-2 GR-2A (6•-3" POST SPACING) (3'4/2" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' A. A. BASE SUBBASE NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE 6" ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION F AND AS DIRECTED BY THE ENGINEER. PTI METHOD FOR DETAILS OF POST PAID BLOCKOUTS SEE SHEET N0. 501.05, x 0 ORAL GR-2A ME OD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /a" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y," MIN - 28�" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR 70 INSTALLATION. ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE r SHEET 1 OF 1 SHEET i OF 2 REVISION GATE 201.01 501.04 08/14 FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 60 B' 26:1 14:1 • 50 6.5' 21:1 11:1 * 40 5' 16:1 8:1 • 30 4' 1 13:1 7:1 • bUUUt�I tU M-MUM F_AL KAIt FOR SEMI -RIGID BARRIER SYSTEMS A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 D CG-6 NOTES: L THIS REM MAY BE PRECAST OR CAST N PLACE 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 40W PSI F PRECAST. 3. COMBINATION CURB i GUTTER HAVING A RADIUS OF 3W FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADMML COMI NATION CURB i GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB i GUTTER muL.L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-5 IS BASED ON ROADWAY CLASSIFICATION MD �GUADEENNUIAPPENDIX AOFR RODSI MANUAL IN THE SECTION ON GS URBAN STANDARDS. ••A ••A A A •,A A THIS AEA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER ROAD MD BRIDGE STANDARDS OF 1 1 YRGINA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 201.03 I I I IA-1 STREET APPROACH SAME SURFACNG (RADIUS TO BE AS I � I AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) I C C r I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLAINS) CURB AND GUTTER CG-8 (SIR NOTE 7) SIDEWALK (SEE NOTE i`. OPTIONAL a" GENERAL NOTES I. WHEN CO-11 IS USED FOR STREET CONNECTORS THE CONNECTION MUST SE DESIGNED N AO CM C� WITH A45HTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, DELUDING SIGHT DISTANCE REQUIREMENTS. 2, WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK Y CUB RAMPS WITHIN THE LIMITS OF THE RADISHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 OR CG-7, THE CURB FACE ON THIS STANDARD 6 TO BE ADJtbTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. - - - 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A� USED WITH THIS STANDARD. 5. OPTIONAL FLOWL6E MAY REQUIRE WARPING OF A PLAN VIEW PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES MAINLINE ROADWAY &LOPE 8. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW IV PARABOLIC CURVE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. EDGE OF SOPTIONAL FLOW LEDNEOU SLOPE CHANGE ® - - - - D D 7. MMLNE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION MAIN 9E ROADWAY - - - - - - - - - - - - REQUIRED FOR MANLNE PAVEMENT WHICH CAN BE BX MAX. _ D OMITTED INTHE ENTRANCE.) ROPE CHANGE ® - e. RADIAL CURB OR COMBDRATION CURB AND GUTTER D SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 20' MINIMUM FOR 9. THE DESIRABLE MD MAXIMUM ENTRANCE GRADE CHANGES 5' YN. COMMERCIAL ENTRANCE D" ARE LISTED INTHE ALLOWABLE ENTRANCE GRADE TALE. THESE VALUES ARE NOT APPLICABLE TO STREET ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS - SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES 8 ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN WO VPD 0 X 3 X MEDIUM1 500-1500 VPD S 3 X 8 X LOW I LESS THAN 500 VPD S B X 8 X CLASS N / •1. ,t, •►• •►. •►. NOTE, ALLOWABLE ENTRANCE GRADE TABLE 6 NOT (C•H.EECS - •►•• ,►• •►. •i• ►•„ - APPLICABLE TO STREET CONNECTIONS SECTION C-C SCATION PECIFICATION REFERENCEREFERENCE METHOD OF TREATAIENT- CONNECTION FOR STREET INTERSECTIONS 505 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION NTH 0) ' SCOTT R. COLLINS Z' U Lic. No. 035791 ,1�;' 1�0�Als�SIONAL E'� z O U co Z w 0 1) O z Q O U > z w N W ce LDcy)z ti M Z 00 M N M w N C:�� N N j > < LLI .J H� J > v W J 1�1 Lu _j OI w < M C-6 2 C)Lw w� � 1 0 W u z 0 ul v co z LL] Lu n r U - v ) 1 IJ W IJ�0 0 O 0N co J F_ wLLJ I r w d V7 JOB NO. 182150 SCALE AS SHOWN SHEET NO. 7 � 1 Ii I I; � I i I VARIABLE WIDTH 1 DRBNOEA E E DB.5121, PPPPPPG.,, 4 675' �Z9s 31.38' o PRE -DEVELOPMENT STORMWATER GRAPHIC SCALE S�9iO4'25"E MANAGEMENT PLAN: LAND RESERVED FOR FUTURE - - - - SCALE 1 "=50' 50 0 25 50 200 DEDICATION UPON DEMAND Az FROM THE COUNTY. (D.B. 5107 PG. 148) 0 o IN FEET ) - -- 1 inch = 50 ft. SEWER OUTFALLS / STORMINTO STORMWATER - — 41,4 — MANAGEMENT POND #4 04'25"w o ANTICIPATED PROPOSED LIMITS OF —� 31.38' I - / DISTURBANCE ASSOCIATED WITH THIS \ 4° DEVELOPMENT, TYPICAL. TOTAL AREA=6.19 ACRES �����, D \_ 53025'w ,, --------------------------—------------ — — — — 57 PROP 10'MIN r-- -- 1 At , N59°0425" � ` I t ��'^ _ 120,36_ 9'MINREAR ETBA — I DRAINAGE AREA TO SWIM Chi � I MANAGEMENT POND #4 / .. I TMFj 46-19B3 (REVISED) N/F CCOCKETT CORPORATION DB 5011 PG 170, �B 510 PGA1 8, DB 5121 PG 644 G I 6 I _ PROP. BOLLAR MOUNTED FDC I , DRAINAGE AREA TO STORMWATER I MANAGEMENT WET POND #ii At (WP02oi8-00013) I — 450 I byti - 1 o gj I I — -- — — — — — — — — — — — — — — _�Ff f 111-Ft N59°04'2 —71- 6'DIP WIL-B SALAMANDER STREET PUBLIC ROAD --- ------ 7 7D7- SPEED -------------------------(---------------- LIMIT 25MPH --- ------------------------------- -�;_— V59 0 N59'04'25"W 899.66 6 20' ACSA WATER I CEMETERYEASEMENT :2� 72 I .E r,11-11 I � — ®M 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 SWIM 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 1. 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 DEQ Virginia Runoff Reduction Method New Development Compliance Spreadsheet - Version 3.0 2011 BMP Standards and Specifications O 2013 Draft BMP Standards and Specifications Project Name: Brookhill- Block 1A Date: 1 12/23/2019 BMP Design Specifications List: 2013 Draft Stds & Specs Site Information Post -Development Project (Treatment Volume and Loads) Land Cover (acres) A Soils B Soils C Soils D Soils Totals 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 Target TIP Load (lb/acre/yr) 0.41 Pj (unitless correction factor) 0.90 Runoff Coefficients IRv) A Soils B Soils C Soils D Soils Forest/Open Space 0.02 0.03 0.04 0.05 Managed Turf 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.99 0.95 0.95 SCOTT R. COLLINS 7 Lic. No, 035791,E 1�0�11s�_IONAL E Z O U ZU) CID LU Ln 0 Zo O z w W ce Lu 0 rj N Lu 7— CF)r*-- < M Z O N � M LU 1 O W V) N WQ > Q z W —' Q ZJ J > U) w w z 37 H� w LDO Q � Q z Z CU cl� w W� Q w U O Ul CO O V J Z W W ^ II —I J w NI 0� III J 0 Oo 0 0 0o w J H U ~ W w O w a Lr) JOB NO. 182150 SCALE 1 "=50' SHEET NO. 8