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HomeMy WebLinkAboutSDP201200035 Plan - Revision Final Site Plan and Comps. 2020-07-13GENERAL NOTES OWNERS: TMP 04600-oo-oo-oi9B3 (PORTION OF) CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi9B3 (PORTION OF) D.B. 5o11, PG.170 39.98 ACRES (1.193 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMAM18000n 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) AND AIRPORT IMPACT OVERLAY (AIA) SUBJECT TO CONDITIONS OF SP201500025 SUBJECT TO PROFFERS OF ZMA2oi800011 TOTAL PROJECT AREA: BLOCK 1 - CODE OF DEVELOPMENT PARCEL AREA =12.o ACRES BLOCK iA -1.193 AC PROPOSED USE: 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.130,000 sf) USES NOTE: THE NEIGHBORHOOD AMENITY AREA AND LINEAR PARK CIVIC SPACE #i DESCRIBED IN THE CODE OF DEVELOPMENT (PAGE 22) WILL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCKS 1, z & 5. BLOCK CLASSIFICATION: 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 iA) WITHIN 1.193 ACRES BLOCK 1A DENSITY = 32/1.193 ACRES TOTAL BLOCK iA DENSITY = 26.8 DUA REQUIRED OPEN SPACE (BLOCK i): 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 15 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. SETBACKS: FRONT: NO MINIMUM AND 3o' MAXIMUM PORCHES: THERE IS NO MINIMUM FRONT SETBACK FOR PORCHES, PER SECTION 2.3.2.1 OF THE COD 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 NOTE: SIDE AND REAR MINIMUM SETBACKS FOR ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT = 20,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 1A=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 i SHALL BE DEVELOPED IN AT LEAST TWO (2) PHASES. RECREATION: NO RECREATION SPACE PROPOSED WITH THE DEVELOPMENT OF THIS PORTION OF BLOCK 1. CIVIC SPACE #i SHALL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCK 2, BLOCK 5, AND THE REMAINING PORTION OF BLOCK i, IN ACCORDANCE WITH THE BROOKHILL CODE OF DEVELOPMENT. PARKING: (2) PARKING SPACES PROVIDED PER MULTI -FAMILY DWELLING UNIT- (1) GARAGE & (1) DRIVEWAY PARKING SPACE PER UNIT: 32 GARAGE SPACES & 32 DRIVEWAY SPACES TOTAL + GUEST PARKING: ONE (i) PARKING SPACE PER EVERY 4 UNITS REQUIRED: 32 UNITS 14 = 8 GUEST PARKING SPACES + 64 PARKING SPACES = 72 TOTAL PARKING SPACES PROVIDED: 7 PARKING SPACES + 32 GARAGE SPACES + 32 DRIVEWAY SPACES = 71 TOTAL PARKING SPACES + 3 EXISTING PARKING SPACES ALONG SALAMANDER STREET DEDICATED TO BLOCK iA = 74 TOTAL PARKING SPACES 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, zoos. 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. 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: 0.56 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 iA & 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 5 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAY BE IMPLEMENTED AT THAT TIME. STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE BROOKHILL SECTION 1 MASS GRADING VSMP PLAN AMENDMENT #2 (WP0201700037) BY COLLINS ENGINEERING. THE PLAN IS CURRENTLY UNDER COUNTY REVIEW. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA=10,290 SF TOTAL AREAS OF OTHER FLOORS = 29,58o SF TOTAL BUILDING AREA: 39,870 SF REQUIRED FIRE FLOW (TABLE B105.1) = 3,500 SF NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750 BROOKHILL - BLOCK 1A FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT 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/11 EXIT) PM PEAK RATE - 0.52 VPD PER DU = 17 VPD (11 ENTER/6 EXIT) I p ' LLI O SCOTT N�� S�'77' 1 L� Lic. No. 035791,� gL � Ol v ��0 5/27/20 IONAL O SITE Pot GROUNDS ROA0 VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS iB PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 SITE PLAN 6 GRADING, DRAINAGE, & UTILITY PLAN 7 NOTES & DETAILS 8 NOTES & DETAILS 9 DRAINAGE MAP AND CALCULATIONS 10 UTILITY PROFILES 11 LANDSCAPING PLAN 13 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 WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. 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 F Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN 61 PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXISTING CONTOUR zoo Zoo PROPOSED CONTOUR 506.71 Tc 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW 506.21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO OO 00 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT z O J a U w ZD Z 0 U) 0Oz< 1■■1 10 P w H W ce 0 0 w N N < Lr) r, o M Ln l9 z 11 w z Lu w Ul Z J J u M cyi co i C) () N ILL] J LJJ O J Q U i U) W U) ILL] rQ V C) N z a R Y U O J m LU O U w J F- U ~ w r, w w CL U) 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, 04600-00-00-019113, 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 facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit ( � ), g or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject 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 g 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) day period shall commence upon written notice from the Owner that the units shall be available for sale. This notice shall not be given more than nine 90 days prior () g t3' ( ) Y to receipt of theCertificate 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). Carnage 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 (l') 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 p Y � ,( g salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to 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 Housine 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 CountyHousing Office. In each subsequent calendar ear, the monthly net rent g q Y � Y for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J � P g Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease p n' g copy 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 (I000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, 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 Mana eg ment. 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 ear, the denominator of which shall be the MSI as of December 1 in the year preceding the Y � Y p g calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual 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 Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount aid b the Owner shall not be less than the Minimum Cash Contribution. For each cash P 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, collectivel (collectively referred to as the In -kind Contribution The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1 SL ) 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 IC (the "Road Improvements")_above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1 st) 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 High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eli ibg ility. 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 8 of 11 kR..LSC0TS' U Lic. No. 035791 '��'S"�'OIVAL 27/20 z O U Z w o 0 < 0 1■■1 U) v7 V> w H W W 0 0 W N N < � Q Ln N N M lI U u IL m di 1\ Z J J 0 L�. d� ti C'7 C'7 N C`7 O M N Q > w J_ > w 0 LU U i 5 U) w w E U) w Q O O N z Q J V) LJJ LL LL. 0 cC OL U O J m w J L w O w a � JOB NO. 182150 SCALE N/A SHEET NO. 1A WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: i By: e C�HAR�LES R. IIA GH �-�QL ' By: oo Qs C444 i A&44V-- IZABETH ANN OGLESBY ELMUGH Date: OWNERS of Tax Map Parcel 04600-00-00-01800: By: CHARLES R. HAUGH,Y(USTEP By: DOUGLASB.B. OG�j BY, TRUSTEE Date: J O '- OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019113, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation OWNER of Tax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation By: Q-ft� CJ_ i4,QL / A2..G.4 dA-"C. Ann O. Haugh; Its President v / Date: �f'I %C) / 9 OWNER of Tax Map Parcel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: t.u� C. xiL /- J � Ann O. Haugh, Its President J / Date: �za / 9 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, M ger By: AndrevAW-M-cGinty, Its President Date: S�3/Zd raj , BROOKHHLL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend qati Manaer By: Alan R. Tay or, tts President Date: 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 O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019At, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, and 04600-00-00-019134 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11 "); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1 D, 1H, 6, and 8 of the Proffers that were approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection 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. Clerk, Board of County Sup r rsors eAye Nay By: {.i h� U/. y9l<lal e,. ✓..z .> a ., Mr. Dill Y _ Ann O. Haugh, Its President � ! s 2O! g Ms. Gallaway Y Date: . Mallek y Ms. McKeel Y _ Ms. Palmer Y _ Mr. Randolph Y Page 9 of 10 PHASE II INTERSECTION IMPROVEMENTS a C\ O � PHASE III ROADWAY IMPROVEMENTS, r � _ PHASE II ROADWAY IMkOVEMENTS PHASE I INTERSECTION D IMPROVEMENTS � i PHASE IR OA OADWAYIMPROVEMENTS PHASE IV INTERSECTIONMI"S / m Rre IMPROVEMENTS7'R0A11 ` A a I POLO GROUNDS ROAD J* - Y Tuff '' Ri PHASE MPROVEMENTSINTERSECTION PHASE R ADWAY IMPROVEMENTS • r ,. 'use GUI R BROOKHILL TRA C PHASING PLAN U (. PROPOSED PEDESTRIAN LLJ , .`; CROSS -WALK EXISTING TREE AREA Q, _ " R 7RAILWAY CO CTIP�N TO r PROPOSeDVDOTRO(1TE 2g� r O I .I CONCRETE WAL \� IMPROVEMENTS -SW P�1 + r ` o ROPOSED57R E\TREE\ \l- ` � \\\��ACONGC NNEcrOR ROAD\ , ` /I �PR \• OSED LANDS FF CO ISTING OF \ \ V - i EVERGF- ALO GCONNECTOR O CL Cam; it -. 1 � . • �\PROPpSEDP IMIT �. PATHI Ay E Page 10 of 11 PHASE I INTERSECTION IMPROVEMENTS INTERSECTION i. CONSTRUCT (1) NEW WESTBOUND LEFT -TURN LANE ON POLO y: GROUNDS ROAD WITH 375' OF STORAGE. EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM 50' OF STORAGE TO 20D' OF \ STORAGE_ CONVERT RIO MILLS ROAD TO A RIGHT IN 1 RIGHT -OUT OPERATION. INTERSECTION 2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (2) LEFT -TURN AND (2) RIGHT -TURN LANE. CONSTRUCTANEASTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH 25o FEET OF STORAGE INTERSECTION 3 • CONSTRUCT RIGHT -IN J RIGHT -DU ROADWAY ENTRANCE TO ROUTE 29 • CONSTRUCTA NORTHBOUND RIGH' TURN LANE ON US 29 WITH 200' OF STORAGE. Kt PHASE II INTERSECTION IMPROVEMENTS INTERSECTION 4 CONSTRUCT NORTHBOUND ROADWAY TO PROVIDE(1)LEFT TURN LANE & (2) RIGHT -TURN LANE • RESTRIPE PAINTED MEDIAN TO +/ PROVIDE WESTBOUND LEFT -TURN LANE ON ASHWOOD BOULEVARD WITH ioo' OF STORAGE. RESTRIPE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROVIO (i) RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS INTERSECTIONS---- - CONSTRUCT SORTHBOUND ROADWAY TO PROVIDE (i) LEFT - TURN LANE AND (1) RIGHT TURN LANE CONSTRUCT AN EASTBOUND LEFT - TURN LANE ON POLO GROUNDS ROADWAY WITH %So' OF STORAGE. 4F� \ D 1 PROPOSED SALAMANDER CROSSING (3 TOTAL) E, -Z � J__ pow "C CO � ` Page 11 of 11 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 APPROVED TRAFFIC IMPACT ANALYSIS AND FINAL APPROVED ROAC CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENTS. 2' INVERTED RETAINING - WALLOD CULVERT HEAD WALL SYSTEM •r G - nes- CROS SALAMANDER TUNNEL r-ars�;eti>• FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT ORDINANCE NO. 16-A(9) ZMA 2015-00007 BROOKHILL AN ORDINANCE TO REZONE 277.5 ACRES FROM RI -RESIDENTIAL DISTRICT TO NEIGHBORHOOD MODEL DISTRICT (NMD) FOR TAX MAP PARCEL NUMBERS 04600-00-00-01800, 04600-00-00-018A0, AND 04600-00-00-01900 WHEREAS, the application to rezone 277.5 acres from R 1-Residential District to Neighborhood Model District (NMD) for Tax Map Parcel Numbers 04600-00-00-01800, 04600-00-00-018AO, and 04600-00-00-01900 (the "Property") is identified as ZMA 2015-00007, Brookhill ("ZMA 2015-07"); and WHEREAS, staff recommended approval of ZMA 2015-07 provided that minor revisions were made to the proffers, the application plan, and the code of development; and ce public hearing on ZMA 2015-07 on August 16 the Planning Commission held a duly noticed WHEREAS, g y p g g 2016, and recommended approval conditioned on the applicant making the staff -recommended revisions, as well as an additional revision, and such revisions have since been made. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2015-00007 and its attachments, including the proffers dated October 13, 2016 and signed on October 21, 2016, the information presented at the public hearing, the material and convenience, general welfare ' �a Code 15.2-2284 and for the purposes ofpublic necessity, o relevant factors in Virginia § p rp p ty, , g and good zoning practices, the Board hereby approves ZMA 201.5-00007 with the proffers dated October 13, 2016 and signed on October 21, 2016, the Application Plan dated June 15, 2015 and last revised September 16, 2016, and the Code of Development dated June 15, 2016 and last revised October 13, 2016 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a regular meeting held on November 9, 2016 644d4 a s a74-dA --- - Clerk, Board of County Supervisjs Ate Nay Mr Dill Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr Randolph Y Mr Sheffield Absent _ RESOLUTION TO APPROVE SP 2015-25 BROOKHH L WHEREAS, the Owners of Tax Map Parcels 04600-00-00-01800 and 04600-00-00-018AO (collectively, the "Property") filed an application for a special use permit to permit grading activities within the floodplam that would expand the floodplam limits, and the replacements of culverts within the floodplam, on the property, and the application is identified as Special Use Permit 2015-00025 Brookhill (SP 2015-25"); and WHEREAS, on August 16, 2016, after a duly noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2015-25 with staff -recommended conditions; and WHEREAS, on November 9, 2016, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2015-25 NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2015-25 and all of its attachments, the information presented at the public hearing, and the factors relevant to a special use permit in Albemarle County Code §§ 18-30.3 11 and 18-33 8, the Albemarle County Board of Supervisors hereby approves SP 2015-25, subject to the conditions attached hereto I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero as recorded below, at a regular meeting held on November 9, 2016 Clerk, Board of County ervisors Ave Nay Mr Dill Y Ms. Mallek Y Ms. McKeel Y _ Ms. Palmer Y Mr Randolph Y Mr Sheffield Absent 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 County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. -) Clerk, Board of Count pervisors Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y RESOLUTION AUTHORIZING THE COUNTY EXECUTIVE TO SIGN AN APPLICATION, SUBDIVISION PLAT, AND RELATED DOCUMENTS PERTAINING TO TAX MAP PARCEL 046135-00-00-001CO WHEREAS, the County of Albemarle is the owner of Tax Map Parcel 046135-00-00- 001 CO, a piece of land located at the intersection of U.S Route 29 North and Ashwood Boulevard (the "County Parcel"), and WHEREAS, the Places 29 Master Plan depicts a road through the County Parcel providing a connection between the lands to its south being considered for rezoning under Zoning Map Amendment 2015-00007, Brookhill ("ZMA 2015-07" and "Brookhill"), and WHEREAS, pursuant to Proffer 1(C) of the proffers offered in conjunction with ZMA 2015-07, the owners would construct a public street that is referred to therein as the Ashwood Boulevard Connection across the County Parcel, and WHEREAS, in order to create the public right-of-way on which the Ashwood Boulevard Connection would be constructed, the County Parcel must be subdivided, and WHEREAS, when its construction is completed, the Ashwood Boulevard Connection will benefit the County and its residents by providing an important multi -modal interconnection. NOW, THEREFORE, IT IS RESOLVED, that, if the Board of Supervisors adopts an ordinance approving ZMA 2015-07, the Board authorizes the County Executive to sign on behalf of the County of Albemarle any application, subdivision plat, easement plat, deed of easement granting a temporary construction easement, and any other related document required in order to subdivide the County Parcel to create the separate parcel on which the public nght-of-way for the Ashwood Boulevard Connection may be constructed. I, Claudette K. Borgersen, 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 five to zero, as recorded below, at a meeting held on November 9, 2016 Clerk, Board of County rvisors A3L Nay Mr Dill Y _ Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y _ Mr Randolph Y _ Mr Sheffield Absent SP-2015-00025 Brookhill Conditions I Prior to final road plan approval or permitting of a land disturbance in the floodplam, the applicant shall obtain from the Federal Emergency Management Agency (FEMA) a Conditional Letter of Map Revision Based on Fill (CLOMR-F), and prior to road acceptance, the applicant shall obtain from FEMA a Letter of Map Revision based on Fill (LOMR-F). In addition, the applicant shall copy the County Engineer on all correspondence with FEMA. Construction of the road shall be in compliance with approved road plans and the FEMA approved CLOMR-F 2 Any residential or commercial lots and associated streets (public or private) resulting from the subdivision of the Property, with the exception of the stream crossings, shall be located outside of the 100 foot stream buffer (as shown on the Brookhill Special Use Permit & CLOMR Plan, Existing Conditions, Sheet 2, last revised 6/15/16), the Flood Hazard Overlay District, and preserved slopes on the property Approval of lots located within the stream buffer shall be subject to Subdivision Agent approval. H °P� O SCOTT R. LLINS,, U Lic. No. 035791,E '��'S"I'OIVAL "/20 z O J a U w Z Co r, U,O Z Q O H ~ LLI H W Ce C� C� W N N I--L) � M Ln Ul Z J J 0 U (') M N I Q N N Q LU J U) LU L.L LU Q U I U) LU NLU L.L V LLI I..L rQ V N Un ce LU LL O Lu J W ­1 LU OC = a (n JOB NO. 182150 SCALE N/A SHEET NO. IB 1,TH 0� o SCOTT R. U Lic No LLINS`Z 035'791� -1 � HWO I i /` dD g U�� J PROPOSED ASHWOOD BOULEVARD CONNECTION y rHO,� PROPOSED TRAILHEAD ACCESS AREA TO (C►�AIZ _ _ : -' UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT \ RNR1�5 c'� FOR MORE INFORMATION ON REQUIRED BUFFER rj � c,1 J �y . `� J '�.I.n Z: _ N r o a' N Z W z % 5/27/20 ors�s S 11 ZONAL E PROVIDE PARKING AN INFORMATION i AND A PEDESTRIAN ROAD CROSSING ACCESS THE MULTI -USE TRAILWA KIOSK: I C'l?•+ Y / % - _. _- rY'.'YW r ( / I TO�J / / r ��� - � �O \ ', � 7 .. , (•.. \ ` yO r \ S OO '_ - \ _ > N WI _j iyi w a - Z: > w ROUTE 29 I , FORI'EST LAKES NEIGHBORH00D a .. ._,, ,% ,� L . l�' CO T J / . - t �� �� BS-1 w� f , —--- \ .� o a I / V00 D SITE _ w Q Z: " YLn _ c—. > w ° o IMPROVEMENT SWM FACILITY ;1#3 �i I ;iir . 4 � . < � � � � ,\ COUNTY OF \TLu EMARLE ! 30' MIN. NATURAL BUFFER ti � `� f - PROPOSED PRIMITIVE TRAIL \NITH , - -.0 I ES• } CONNECTION TO FOREST LAKuj 1, �= /' c Ri - i� O � I \' ' " _ � .i ; , , �, / ROq /CAS - �./ �� ( O GROUNDS D v� �I � Z w ?j n C'. � o p i 1 i a1 / ,.• \ PROPOSED o ' i / r/ (� ! I -I PRIMITIVE'l `, BLOCK 1_; I !�r I I ; TRAILWAY / 1 r I , \ ;C— / \\ I I ;I I - , u - ---\ ALBEMARLE COUNTY - ` RpgD RESERVED STEEP SLOPE `/ TYP. QI /,, ' ( ) O �00�0-1��j JI Q Cl t� oo N UI C:) ?: �: v 2. ° U w m U TRAILS TYP. o VICINITY MAP: SCALE: 1" = `i o �n)G. DEVELOPMENT _/ / I AREA (TYP.) ' € Oi 1 // B AN COURT �' �� s Z � r GENERAL .NOTES G 2: a' O canLU , J Q z O I r w_ C ��_- % ,' BLOCK 15 / w j'" _ ,�3 �;:� � cai� \ - f' Q _ -� 1 - - OWNERS: : TMP o 6 0 00 -oi800 TMP o 600-00-00 o.�8Ao E S o 00 O 4 4 HAUGH, CHARLES R. & HAUGH, CHARLES R'-& E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. a w m P R 435 PARK ST 2575 SEMINOLE TRAIL I HAR TTE VI LE VA 22 02 CHARLOTTESV L.LE VA 22 C LO S L z Q T.M„ 46 - 18B HORNE LAND CORPORATION : - `J ] / L l LON I -__ j �r - ' t I '7 OPEN of 3 9 TMPoet600 00 00 oigoo CROCKETTCORPORATIONI �w' ui w a p - " i : • SPACE j (TYP.) Qua HAUGH & H LVI 435 PARK ST z w � I� ► I1 BLOCK 12 t sae \ ` l ,d BLOCK i0,) . \ \ / 1V BLOCKi� \� \ PROPOSED CIVIC SPACE - EASTIERN POCKET PARKP i ° , %I / �� %. (LOCATION TO BE DETERMINED \ ❑ /i; CHAR LOTTESVIL.LE, VA 22g01 DEVELOPER: RIVERBEND DEVELOPMENT, INC. , 455 SECOND STF,EET SE, S JITE yoo C9 O N w C7 O N w � O ' _y V \ _ ! I EXISTING soo YEAR - .,>� FEMA FLOODPLAIN (TYP.) \ I - .:: �, , , < WITH FINAL DEVELOPMENT PLAN) - \� �� / ❑ CHARLOTTESVIL.LE, VA 22903 ENGINE:ER: COLLIPJS ENGINEERING w ,,, Lu w m 0 z z -- '! ROUTE :z9 r _ i 'IMPROVEMENT I.I ,I PROPOSED VEHICULAR ,`•. - _ . \ - - , « _ , C�BLOCK , �, \ _ ,Q°, \\--- j INTERCONNECTION ACCESS / - - PR ED PRIMITIVE°, . -` ,- - �: / TRAILWAY ` °`;, --__ R - % s. i TO THE MONTGOMERY o' MIN. URAL BUFFER \ ; i 'V , - , -. < '� j "7' �� RIDGE NEIGHBORHOOD D '' '/ ; ; j; - �\ 20o GA,RRETT ST, SUITE K CHARLOTTESVIL.LE VA 22902 TAX MAP & ZONING: 04600-oo-oo-ol800 oy600-oo-oo-oi8Ao o[,600-oo-oo-oi9oo D. D.B.G. c o D..B. i PG.6 0 B. 73i, PG- b90 B.1333, �5 73 , 9 Cii z O � z oLn N Q m z ii iD '� o z O o En z O Q Q w � o r11j - 0 IN I PATHWAY Ia i r ;I I )I -- ♦ emu; OPEN % - %, /' .% f ROP05ED CIVIC SPACE / \ , -._ _ �• , { � � � SPACE � � •� '� � , r _ V /� BLOCK 11 . GREI-NWAY �� (TYP.) - :;� _ _ � - � °°��°><° ,,: .'�; ,-- / , / ALBEMARLE COUNTY - - A MANAGED STEEP SLOPE ) C �" (TY'P.) R`(� M , R-i RE-�IDENTIAL. R-i RESIDENTIAL ZONE: R-i RESIDENTIAL TOTALPROJECT,AREA: 04600-00-oo-oi800 - 42.55AC. f�.� LLI o ¢ �_ Z cr � W z � W z w g c i i i ROUTE 2g� I IMPROVEMENT r it SWM FACILITY #2 I PROPOSED o BUFFER I 1 AROUND VDOT STORMWATER V MAIIJAGEMEINT POND � �s . (TYP.) I` . :.= ss - - - - - « �, "' - s o G --- REENWAY GREEMNAY :x = \•xr� TYP. Sy '" - ; , , / ; ,r,•"' • ------ - - UPLAND. �\ ��«° (TYP.) /°a°°G / ,' �' r':: _--> PARK °�•, "` \\ «« f i ,,�.--.:.-- %;: :.: '• °s �E:XISTING ARCHAIC WOODLAND ,; , � •n� � �; , ` � ! ''" % ' f ,•;; CAMPSITE AREA TO BE PRESERVED �� / �: • '� _ _ - - �O ( BLOCK. 18 ° GF•R C -_ O Ce G ( '?` r� �\A DEVELOPMENT .� , AREA P. (TY ) � �� � 046o0 00 00 oi8.Ao 27.29AC. 0 600-oo-oo-oi oo 20 66 AC. 4 9 7- - 277.5o AC. TOTAL PROPOSED ZONING. NEIGHBORHOOD MODEL DISTRICT TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCGLN SURVEYING AND BELL LAND SURVEYS, JANUAtRY 2015. g a �w > w g a w > w z D O U a z z g � ,Q ° a a, _ / ' ° BLOC IK 16 / , •1 y % ;' i / r BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. p Lu to � co z \� w I EXISTING ioo YEAR / i /,` - - . _ STREAM BUFFER (TYP. ° .°x «° . ; i _ F (TYP. �` °°o r i i ` r -�_ -� �'�` ` `` \ i ' i - - _ ii } m BLOCK O ' '- �/ DATUM: NAVD:1988 UTILITIES: COUNTY WATER AND SEWER FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD w � (� N w In rn w � �. ko PROPOSED RIGHT IN RIGHT OUT N a w - INTERSECTION IMIPROVEMENTS. cr 4 z ,� BLOCK - 4 - \ - \ s �` -, -- _ - . �o DATED FEBRUARY y, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE: EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF < In �„ rti %0 ID ,� k uj SEE E3ROOKHILL TIA REPORT > FOR FURTHER DETAILS 3 s : vi a, `�^ ��,,� f TRAFFIC CIRCLE/ROUNDABOUT MAY _ % / s "'•PRESERV'DASTEP�Uo , -,/,, MAIN STREET BE CONSTRUCTED At THE , _ . r __ , BLOCKS) BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND - (TYP.) t THE NORTH/SOUTH CONNECTOR ROAD / BLOCK -- -- `` ,• - ONTGOMER'Y RIDGE N EI GF"I BO R FI OOD /, - THE PROPERTY. NOTES: 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET o �� o 0 0 r%r �� (v Q �� Z -� A_ <� iY'�j I j 3 OPEN 1 - Y j -, 4 CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY„ ALLEYS AND TRAVELWAYS SHALL BE DETERMINED WITH THE SITE PLAN PROCESS. - - i I OPEN - ' % I I ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH _ .. _ _ 1 ♦ - fi ./� -. SPACE - 3 ._'-,--- ! .� ? & ,. � ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL Bi- MAINTAINED BY THE HOA. I (V N a J T.M. 46 i8D CRAFTON CORPORATION 1 _ �� }'' ' r' I ' ► ,� I / ' (NF') C ---- ! LOCK 1 J — _ I _ EXISTING ioo-YEAR ) _ ---__ I PROPOSE[ -----IL-1 -FLOODPLAIN (TYP.)`• ---` I _ -1 _- - - a TRAILWAY - I� �4 , ,, v O ) �l 4• NO CONSTRUCTIONTRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE: EAST/WESTCONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL 13E PROCESSED FOR THE MODIFICATIONS -J �1 F-°- - Q _ LL.I J J Lu ¢ ° BLOCK 2; ° ° DEVELOPMENTAREA ter' tL�O Z U a \ `-i TO THE FLOODPLAIN. A! J Q ' I-3 I ( BOUNDARY TYP. `4 I ., ; °° /-:, : (TYP.) l - t PROPOSED NEIGHBORHOOD CENTER-' I 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE L.0 , U) U. J (LOCATION TO BE DETERMINED I 17 BLOCK 1 WITH FINAL DEVELOPMENT PL)N. i 1 .•_, - _ _ _- _ `' ;° 1 % i f j r o + .<. _ - IMITS OF PROPOSED REZONING A \\ m \ (v - �� D�� PROPOSED, DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7- ALL DEVELOPMENT :SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP' IPUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT �` L] �7 - �F— U I-t Ci - uJ 0 J Q U I PROPOSED ioo' BUFFER ALONG RT. Z 70' 'NATURAL LANDSCAPE BUFFER �•.it ° ✓+ , . \ « E3LOCK: �3�: ACRE HISTORIC -- �_ _ _ I ° Y 1 ° BROOKHILL PARCEL BLOCK 3 �t BLOCKS o �, -r' I �-_ F -18. SAFETY ACTION PLAN. THE PROPOSED DEVIELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE L1J \ t7 < J [n J & o' LANDSCAPE BUFFER 3 _ d' NOTE: A PROPOSED MULTI -USE PATH I IS PROPOSED BY VDOT\LONG THE .� ROUTE 29 FRONTAGE OF THIS PROPERTY. PATHWAY TO BE I' LOCATED WITHIN THE VDOT R/JI/. -' Illi' __ I / = I T� `- ALBEMARLE COUNTY _ -�� - APPROXIMATE LOCATION OF IANAGECI STEEP SLOPE 1. HISTORIC MARKER FOR THE i ^� I (gyp) GREENVVAY • / (TYP.) BROOKHILL. PROPERTY' JJ l .• I-� 4 / / , / ,- ; _ - - PROPOSED 20 BUFFER- ' - -- fir, - - ,� / , Iy' f � �' `� \ �� i / ;� - '` ' ` i ' ��� AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. io. CONNECTION POINT®ON THE APPLICA rION PLAN SHALL BE A FULL VEHICULAR IPJTERCONIVECTION'r0 MONTGOMERY FtIDGE. CONNECTION POINT0�HALL ONLY BEA PEDESTRIAN/BICYLE ACCESS CONNECTION. <� < C1 _ CD LL r� Q CY IW �FLL- I� _ ' J J F...� 0 I'' I' }.4" 4 LOCATION OF EXISTING c \ B LOCK ]L UNN CEMETERY TO�,c,__�- . " i ' 9 REMAIN) t �' {LOCK LAVE (TYP.) ' 1- , ° _ �� J f' ," 6 NOTE: ALL STORMWATER MANAGEMENT FACILITIES ss. UNIFORM _ IGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE: BOTH THE PUBLIC ,AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. `� - <� ILD Q w ~ O O . BLOCK G ALBEMARLE COUNTY- �' } / zLOCK� II i PRESERVED STEEIP SLOPEi EROSION CONTROL. MEASURES SHALL BE Fp ° LOCATEED OUTSIDE OF THE PRESERVED SLOPES. « e •-PROPERTY BOUNDARY (fYP.) °-! LEGEND C] GREE14WAY ,- PREESERVED SLOPES Z _ �7 _J �1 �1 Q Z 5 (n J co M W NOTE: AREA WITHIN THE ioo' BUFFER AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN ACCORDANCE: WITH THE PLACE529 ' TYP. \ O ') i i i ' ` ( ) A' CBLOCKD �,• I �€t � I I � it `ti �, I I , tr _ \ `•. -- DEVELOPMENT EXISTINGioo YEAR \ °« �� �- ; .- �- — _— --- \ °°° °° �,. -.°°°° °�o- / ` VEGETATIVE BUFFER MANAGED SLOPES V G �� �'�� OPEN SPACE �� r` l V <� Z Q > �-•+ce Z W LL.I n/ 0 FORESTED BUFFER REQUIREMENTS p _. ,/ / FLOODPIAIN (TYP.)', �,. = -- �� (STING BROOk:HILL ' -' AREA (TYP.) ti. ';. , �� L - LIMITS OF a9TH CENTURY `^^"' -- HOUSE TO REIMAIN k � r-� � « «°,WITH HOA APPROVAL, A io' MULTI -USE: PATH � ? ��I SHALL BE EXTENDED TO THE ENTRANCE OF GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS -� �.J � (n Q I - t C MPONENTS OF BROOKHILL I � \\ \ \ DEVELOPMENT ARIEA % V BLOCK H ,"- , -"" ;I �MOINTGOMERY RIDGE. THE HOA WILL NEED TO ,APPROVE THE TRAIL AND EXECUTE ALL ` EASEMENT DOCUMENTS ALLOWING THE ' ��jj PARCEL WIT HIN TILL ENCOMPASSING THE BROOKHILL �-1 _ r L F- EXISTING io0 BOUNDARY (TYP.) / . --_ - CONSTRUCTION OF THE MULTI -USE PATH ] �� HISTORIC HOUSE& THE & THE v TH CENTURY COMPONENTS OF 3 BROOKHILL \� LL.I FEMA FLOODPLAIN (TYP.) ¢ a - OPEN � « 7 \ _ I ROPOSED io P WED _ A _ SPACE MULTI -PURPOSE l RAIL -~----\ON HOA PROPERTY. 1-1 lo' MULTI -USE PATH TO BE CONSTRUCTED ALONG THE NORTH SIDE OF POLO GROUNDS ROAD Corn Uri `.• ��� P RIM) tIVE TRAILWAY C� r Q O �, -, vL; r„��,;; ehartment File# - PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR ADJACENT TOTHENEIGHIBORHOOIJ CENTER. FINAL O IMPROVED INTERSECTION AND STOPLIGHT. SEE BROOKHILL_TIA REPORT FOR FURTHER DETAILS -PROPOSED > *s„ ; •p 'j > "' - _ - r =k n'a - - - r� r" )� * ,< '' -' p0(p _ "- :PROPOSED IMPROVEMENT TO STATERTRO�DS RO -. _ %:" , `. POLO GROUNDS ROAD FOR �I 643(D.g AD($0,� _ - ._- PEDESTRIAN TUNNEL _ / d Supervisors �IFOR ER O Ap roved by it,: Ova R\�l 5 N��P-- Dot _ _ _ R\� P \ F LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° o o c O EXISTING ioo YR FLOODPLAIN ....... STREAMS C 0 N - - ---------- i_ JUNE 15, 201a ✓ ,� b-. _ o. _ _ TURN ILANES -SEE THE POLO +4 - - % 481, p �63) _ _- GROUNDS ROADWAY / \ IL< .annex -- IMPROVEMENT' PLAN �.. ' "APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG \ LOCATION OF HISTORIC RESOURCE. TO BE PRESERVED 1) PROPOSED LOCATION OF CIVIC SPACE C/ u J ' f FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD i 'e' DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. ,.�'' 'V,ia , �Lu SEE PROFFERS FOR FURTHER DETAILS GRAPHIC SCALE zoo zoo a00 800 o \� �....d.� io' MULTI USE PATH PROPOSED LOCATION OF HISTORIC MARKER �� [ALE - 1 C) O a w w _ u -- - 't - T.M.46 18C _PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. - - - - [ROCKET CORPORATION --- _' - SEE POLO GROUNDS ROADWAY' IMPROVEMENT FLAN & TRAFFIC TIA. r ( IN FEET) I inch = 200 ft. / �) PROPOSED ELEMENTARY' SCHOOL SITE - - JOB NO. 182150 - SHEET 1 OF 1 SCALE N. T. S. SHEET NO. 2 CD z w w z CD 1 , 1 I / , 1 , I / 1 / I ' / I I I I I I II II • II I I I I I I II � II I I I �I11� - II -- II I I I I II I I I I II I II I II I II I II I II I II I II I II I II I II I II I II I II I \\ ii II II \\ \ II II II II II II v� I II SDPzoi�0005o FINAL SITE PLAN APPROVED 12/17/2o18 201800050 =1NAL SITE PLAN APPROVED 12/17/2o18 j ROAD PLAN (UNDER REVIEW) SUB2017-0011 BLO K 8A SDP201900026 FINAL SITE PLAN APPROVED / 4/23/2020 1 I, f �L I \ / AY SHWAOD ----------- ----� -- no COUK' _______________ _ BLOCK 13 �� I / '� II _ �,I 1 �\'\ II o / I BLOCK 15 % 1 ' ° A YAN COURT 3: CL OWN low \ TMum / 1 \ i \ ♦ - / \ \ �\\\ \I \\ ♦` /� � I � gyp+ / -/ \,\ // // // \ vv BLOCK 12 ; vv ,�' � � �' \ \ \ BLOCK 18 / \ \\ ®® I BLOCK 14 ®®® I / ® v� i �► E R I - ° \ �\ p ® 40 / ®� ° ® ° BLOCK 16 wool loft 1 _ , 000 ♦ '---�� "�� `� v v �'' ♦ ♦ ftft BLOCK 4C / ®® � ®®-011 WON OWN Now now so= ROAD PLAN ♦ / CK®5 BLO -_ (UNDER REVIEW) BLOCK 3 SUB2017-00117 1 ftft BLOCKIAftft �y��� / e/ - U41 1 ° ° , ' BLOCK 2 1 SDP201900078 1 \ \ \\ BLOCK 17 ------ INITIAL SITE PLAN APPROVED 02/21/2020 ®® a vv / /' _ - SDP202000035 ROAD PLAN BL K ®\� �., I u'1 �%� / \ ��O-- �-- FINAL SITE PLAN (UNDER REVIEW) \ 01 I ! �.� \ f �O� O _ e _ UNDER REVIEW SUB2o18-00115 // _ \ I / \ / t0 Q: I -_ \ 201 00021 ® I� ° 0 INITIAL SITE PLAN ° I j / O B K APPROVED - o6/o8/2018 I ® I SDP2o1800049 ®® \\ ®®° FINAL SITE PLAN � ®\ Mu- NDE REVIEW \\ !� ®° ®\\ I \ 1 j , Ax woo �® BLOCK AREA SUMMARY BLOCK I1g ' BLOCK 6 v v A e ° f \\\ ®® �\ °®®°° I� ®®�` ® ` \ ° I ° BLOCK 7 I\ \\ \\ ®®®° I °®®® - vv I B\® ' LO \ SDP20 o0054 00 INITIAL SITE PLAN ' I\ . \ APPROVED - 09/07/2o18 SDP201900015 FINAL SITE PLANwoo woo NDER REVIEW y `j 0 000 \ \ > > 000 (00 o GR .. DLOD TATERT 643 D.gR8.; (50)% \ . 48i P. , LEGEND: PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT ' (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS GRAPHIC SCALE i ARE UNDER REVIEW) 200 0 too 200 400 e00 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) ( IN FEET ) 1 inch = 200 ft. Blo�k Land Use District Area Per Brookhill COD (AC) Proposed Area (AC) Dew Are Lots, Paflcing CC lopment (Roads, Buildings, lots) Per D (AC) Proposed Development Area (AC) Greenspace/Amenities (ac) Civic / Parks Required Civic / Parks Proposed Greemvay Required Greenway Propose Open Space Required Open Space Provided Buffers Required Buffets Provided Total Greenspace Required Total Greenspace Proposed 1 Neighborhood Service Center 12 12 0 0 0 0 0 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 3A Urban Density 3.3 3B Urban Density 1.8 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 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 4C Urban Density 6.58 - 2.31 1 1.46 0.85 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 8P Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 9 Neighborhood Density 9.6 6.8 0 1.8 0 2.8 4.6 1 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 1 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 1 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 1 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 1 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 1 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 1 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 1 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 1 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 1 Brookhill House Parcel 3.2 3.2 1 0 1 0 0 1 0 1 0 Total 223.9 168.8 1 1 10.3 1 53.6 28.8 1 1 108.7 SCOTT R. LLINS' C-) Lic. No. 035791 5/"/20 o\SSIONAL El����� z O a ZU w 0 Ln O z J O a ( H > z w H W Ce Ln ry w w L W 4 Z J J M IN- Cn Ir- M N co 1 CD N N Lu Jco LU O Q U LU U) LU LU LU f� V C) N z Q J Y U O J m z Q U M0 W J LU J O O m 182150 SCALE 1 11=200' SHEET NO 3 I / i D° \ —�4'�'E-- ® 0— _ LAND RESERVED FOR FUTURL — — DEDICATION UPON DEMAND EX. STORM WATER MANAGEMENT (ACCESS \ FROM THE COUNTY. (D.B. 5107 PG. 148) w w w�w w w � Io o I 4Ln N � ^ 5S SU 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. 454 N5,4�0425"W ' 31.38 \ \ \ e I 454 —��� / aD E 4, I I - --- __ \ ° ° 1.0cl / o I p ;'��' IHI ZC07TRK�LINS_�__� U Lic. No. 035791 � 5/27/20 `�10NAL ��G��� z u J s O U U � Z w o ul) Z 00Jo o (n Q w J \ w °C Z � Q � w m J L w a ce S30°5 / w N5 04'25"W o Cl 120.36 Q N M N Ll I I 7P7IN RE/�R ETBA K BLOCK 1B / CR CKETT C RPORATION� TMP 4 18A 1 I I I I f I EXISTING ARCHER AVENUE / DB 52�PG 376 I CURRENTLY UNDER CONSTRUCTION I / 2.96 AC. I SEE PLANS UNDER TMP 46-19B3 I / in � I I I I SUB201700117 CROCKETT CORPORATION I N I DB 5011 PG 170, DB 5107 PG 148, DB 5121 PG 644 e BROOKHILL APARTMENTS LLC \ I �/ I --- -- -- -- 37.612 AC. / 4cy) TMP 46-19B1 I I \ �� a I / ........... DB 5133 PG 445 I I / I / / / 0. 19.05 AC. I I I I 454 Lc � U--� EXISTING ® Q D BLOCK 4A � CONTOURS N � BLOCK 3A o N N W N �+� I S59° 23' 20"W 99.38' � � ------ ---- -f f _ I � . ) I� \ O N --- / / / O v S590 04' 25"E W W Q 464.49' / / / l of - J I c �hti / K _ �I Q� / Z J (n s I / � I —I /o O �� / �I w LL I - / I ��o I 04 � ' / I � I m BLOCK 1A - I — V Z oa _ - I oM / Q O c�i EXISTING8" N "' / Q T� U EXISTING FIRE I SAN. SWR. � / I I HYDRA VNI M I BENCHMARK I \ ✓ STLl u IR. TOP=44� 40 PROPOSED / ♦ U) VARIABLE WI TH EXISTING 12" /Lu PUBLIC S OR I I 448 — — — — — — DI W/L PROPERTY LINE / / — O w DRAIN EA — — _ — EXISTING FIRE DB.5121, G. 4 675 ---- --- —_-- —/ / HYDRANT _ — — — — - -463.88' N59°04'25 W 89 D N5 0 25 p o Luj D 3 . /L - PROP6" DIP WB Pw w w, �w w w w w w w w w w W w w w w w w w w w w w w�w� w w w w w w w w w w w \ SALAMANDER STREET (PUBLIC ROAD, .B. 5274, PG. 376) \ ® � ~� EXISTING sz" EXISTING 8" 26'F/C-F/C / 58 WID SPEED�5MPH 2z' E/P E/P DI W/L SAN. SWR. / A A \ \ Jw� ° I 9Ss, \ / i� ---------� -- --- T — ----� — ---- N59°04'25"W 899,66--- --- \ a 590425 — — — M' �C S*-W�E � _ EASEMENT / CEMETERY / / II /•� ---- ----------�3 BLOCK 8B / s \ I l •I• -BLOCK6 —_ EXISTING SALAMANDER STREET � I --- --_ -- _-- ---- — — — \ �� \� p 81 CURRENTLY UNDER CONSTRUCTION -- — _ •. I / / � SEE PLANS UNDER �� / BLOCK 19 � y � _ _-_ — — — — � � w HA UGH CHARLES & I I — / v 1 ' • • --- — v — i � � SUB?ol800ii5 � � j A EJ-O ff SB Y'I JR l l / I j -- — — - v w w I TMP 46-18E l l l l/ / 2��� / —_ v v o w DB 5�95 PGI 6361 / / / I I I / /................. a u) 10�76 A6. I \ l l ! I I / / / / � JOB NO. �� �� / ---- 182150 Lu I \ \ - / /-,GRAPWC— C E HA U H CHARLES R &/ I I I % / — A SCALE I /ACRES EJ OGLESBY JR/ T JI I I moo , // IN 3\ \ "/ A 1 =30' LAND R SERVED FOR �UTURE DEDICA1ION UPON DEMND TMP E1 � 4FROM T COUNTY. SHEET No. FEET LI / .. 5107 P 148) A2.17 AC ES 3.1AC. / Lh 30 ft. 4 \ p° / _� 31.38' ® D LAND RESERVED FOR FUTURE ___ZDEDICATON UPON DEMAND FROM THE COUNTY. (D.B. 5107 PG. 148) w w w w w w w w w w .mow w w— w w w w w T w c) o o r` � N � s s s s s s s s s s s s ® s s s s s s s s s s LLnn �i '4 o ° D ° N59°04'25"W 6 BLOCK 4A EX. STORM WATER MANAGEMENT ACCESS PUBLIC ROAD OR GREENSPACE SCENARIO 1 SCENARIO 2 SCENARIO 3 iCAR , MIN MIN GARAGE PARKING MIN �� � MIN �—� � MIN MIN SPACE 2CAR 2 1SURFACE GARAGE W PARKING Z_ SURFACE Z PARKING SPACES PARKING SPACE 2 SPACES o LL PRIVATE ALLEY OR STREET ;; & LL `11 � Z � 2°' MINIMUM TRAVELWAY PAVEMENT WIDTH g � Z O °O �a -v� w inw a = PUBLIC ROAD NOTES: i. N EACH SINGLE FAMILY LOT WILL HAVEA MINIMU IDEWALK OF 2 OFF STREET PARKING SPACES. 5'MIN 2. OFF STREET PARKING SPACES WILL BE LOCATED MIN EITHER IN DETACHED GARAGES, ON PARKING 2 CAR 3' PADS OR A COMBINATION OF BOTH. GARAGE MIN z m 3. GARAGES WILL BE A MINIMUM OFi8' DEEP AND PARKING LOCATED EITHER 5' FROM OR GREATER THAN 16' SPACES FROM REAR PROPERTY LINES ADJACENTTO THE PRIVATE ROAD OR ALLEY. 4. GARAGES WILL BE A MINIMUM OF7' FROM THE 2 CAR EDGE OF PAVEMENT OF PRIVATE ALLEY. GARAGE 5• ASPHALT PARKING PADS WILL BE BUILT WITH A PARKING MINIMUM DEPTH OF z8' 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 S DRIVEWAY) SHALL NOT EXCEED moth GRADE DIFFERENCE. * IN THE CASE WHERE THE PROPERTY LINE IS NOT: FEET OR MORE FROM THE EDGE OF PAVEMENT OR FACE OF CURB OF THE ALLEY, THE GARAGE SHALL BE A MINIMUM OF FEET FROM THE ALLEI EDGE OF PAVEMENT OR FACE OF CURB. iIC R. LLINS U Lic. No. 035791,� �5/27/20 o� 'SIONAL �0 z w U J a r O U U 2: >- Z w � Z CJ V) 7) z Q U Cn w > z Q w w [O J Q W w a w I 0 0 w N N ~ �n n Q C) N N m � M u") I EXISTING STREET TREES GARAGE AND DRIVEWAY EXHIBIT I° ALONG ARCHER AVENUE I I L I ILuz I EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION IMP 461 9B3 CROCKETT CORPORATION I` M Q ° I D SEE PLANS UNDER SUB2017001-17 DB 5011 PG 170, DB 5107 PG 148 DB 5121 PG 644 I I t cyi z m J 37.612 AC. c,4 _ PROPOSED VDOT STD. CG-2 2 6 SEE DETAIL ON SHEET uj I I - TRANSITION FROM PROPOSED 2' PROPOSED VARIABLE WIDTH PARKING ROLL TOP CURB GRASS OVERHANG AND ACCESS EASEMENT TO CG-6 CURB PROPOSED 2' INNER -PARCEL GRASS OVERHANG PROPOSED VARIABLE WIDTH PARKING AND ACCESS EASEMENT CD PROPOSED TEMPORARY L BLOCK 3A N � INNER -PARCEL n CONNECTION TURN AROUND EASEMENT c� f PRO OSED VDOT STD CG-6 (7) PROPOSED CONNECTION PROPOSED 5' REAR SEE DETAIL ON SHEET7 PARKING SPACES _ PROPOSED 2' AREA RESERVED FOR SETBACK AREA RESERVED FOR N GRASS OVERHANG FUTURE PARKING FUTURE PARKING Ln 1 S59° 23' 20"W 99.38' i�: T I p [I I - __ -0 < I VARIABLE WIDTH PUBLIC STORM DRAIN EASEME DB.5121, PG. 4 675 S � / � � o w i i i i O / 1 3j 61 1 � � I / J / / � I / O � Sli o)/ 0 h _ � `r S o ----- ------------ e-------- - - -- -- --- — — — — — — — — — — — — — — -------___— — — — — — — — — — — — — — — — -----------------------------------— — — — — — — — — — — -- 1 ` o 9LQ 16 TYP.) o E oco CD CN(TYP,)N / / ¢ W o/� a v M %-- R cn i 'R 'R R R R � .: � , . , , . S59 04 25 E cn 3 5 5 3 R 5 5 3 1 Q J z �l 3 PROPOSED VDOT 464.49' Q I �� v wl Q PROPOSED ROLL TOP CURB Q PROPOSED w w Q PROPOSED ROLL TOP CURB CE=�7° 1 "' \ ~� Q" v SEE DETAIL ON SHEET 7 Q 46' ACCESS STD. CG-12 (TYP.) Q SIGHT OISTAN PROPOSED I z / Q O N w A U. _ SEE SHEET 7 FOR ROLL-TOP � > w EASEMENT SEE DETAIL ON SHEET 7 > w SEE DETAIL ON SHEET 7 DRIVEWAY 1 W E r O SIGHT DIST NCE_17o CURB ENTRANCE DETAIL C, >Q BLOCK lA a- Q SE CURB ENTRANCEDETAILDETAOIL 'xi8' MIN. INNER -PARCEL 0 W w 48'R TEMPORARY TURN AROUND o I o H FOR FIRE AND RESCUE SHALL a ' - O - - --- - E � � -- _- _ __--. __-__ CONNECTION 9 1 I I --ram �, ^� - - _ ^r INPLA E UNTIL EXTENDED � � Q I I i I I i I I NEC / BE CONSTRUCTED, AND REMAIN iY 1 N. >- - -ITY�Y 8JV1IN C U S D I (TY .� w (TYP.). / J ® ° I PROPOSED VDOT STD CG 6 / �/ Q Q w I° SEE DETAIL ON SHEET 7 i Dcl) > I � ' I i f Q ,-I w II II II II II II II II II II II I O M - O LATION F TRANSITION FROM TRANSITION FROM nCDROLL TOP CURBROM mW —I 1I i -- U „ I ROLL TOP CURB '^ ROLL TOP CURB I oM TO CG 6 CURB I --I °D I II ° II II II II II II I' I TOCG-6CURB PROPOSED - -- - ------ II _ ° \-I �- - u ------CURB I PROPOSED -------- w- - — - ---TO CG 6 ----- IEASEMENT ----------- - ----BUILIIDING #1 ------ -DR1vEwAY BUILDING #2 I PROPosEDo-- - - - - PROPOSED GARAGE 3 I IPROPOSED G I~3o'ACCESS�I — —L—ii————---- —-- ------------------- PROPOSED (9' 8') MIN. ARAGE I EASEMENTu, (9 RibMAN 18 APAR IIIIMENT UN TS(1o'x2o') TYP. 1 I PROPOSED 5' CONCRETE SIDEWALK (10'x2o') TYP. INI 14 APARTMENT UNITS PROPOSED O N, II II II II II 11 11 20' I I Lu III E/P-E/P 1 PROPERTY LINE - �� I 3o'MAX.SETBACK - D 30' MAX. SETBACK II PROPOSED 5' CONCRETE SIDEWALK 1 PROPOSED VDOT STD CG-6 + E I PRIMARY ENTRANCE (TYP.) II II II I 24' 1 SEE DETAIL ON SHEET 7 PRIMARY ENTRANCE (TYP.) II II II I F/C-F/C NEW 20' ACSA E 1 SANITARY SEWER (/) I II II PROPOSED INGRESS EASEMENT TO BE 1 1 1 5 EGRESS LOCATION 1 463.88' N 9°04'25"W ° 9 - - - - - - ABANDONED 5 - - - - LLJ EXISTING STREET AND STOP SIGN Z e W - - - - - - SIGHT DISTANCE=280' "OP. 6" DIP W/L - B _ I T DISTANCE= 80 STOP a'%P W ~� -w w--.w: w:. w r w w 'I w �TF+mow EXISTING 5' CONCRETE SIDEWALK i,948 VPD __ w w w w w w w w w w wSIGN w wEXISTING 5CONCRETE SIDEWALK w t_ - ANDER STREET (PUBLIC ROAD, D.B. 5274, PG. 376 (TYP.) 22 E/P-E/P 58 WIDE - / - SPEED T 25MPH 26'F/C-F/C DISTANCE TO NEAREST J ui I w / INTERSECTION = 300' " w11 n/ O Z Z H F F F F LL p AREA OF MILL & OVERLAY ° D D° a Q 0 w 3 EXISTING PARKING SPACES PER-VDOT WP-2 a U w DEDICATED TO BLOCK 1A -- - - - - - O z U) i _ _ _ EXISTING SALAMANDER STREET N59°04'25"W 899.66 \ \ CURRENTLY UNDER CONSTRUCTION N59°04'25" \ \ \ \ C o z 26' ACSA WATER EXISTING STREETTREES SEE PLANS UNDER 725.79 \ N SUB2o18o0115 CEMETERY 30 I2526 " EASE Ei�T \ ALONG SALAMANDER STREET I' I \ I 2 I I , D Lu BLOCK 86 •. BLOCK 6 \ \ I \ U ,e i w H E BLOCK 19 w 1 \ O w \ aa I ----- ® ® 1 _ .... JOB NO. )?t I \ \ 182150 D. _______________ _________ w " i GRAPHIC SCAL \ F / \ SCALE 30 0 i5 3 60 1 II _ ✓ 0 I__ __ LAND RESERVED_F / 1 D 0. DEDICATIQN UPON / // SHEET NO. 1 IN FEET ) a I FROM THIE -COUNT ® // Lnch = 30 ft. 5 D / ° / v & 456 - \ 31.38' -� D` '0425 E- - LAND RESERVED FOR FUTURf-- - --- 1 DEDICATION UPON DEMAND EX. STORM WATER MANAGEMENT ACCESS \ FROM THE COUNTY. (D3. 5107 PG. 148) w w . 4� w w w w w�w w w i C � o rSCOTT 07 R. LLIN SS U Lic. No. 035791,� Njj��5/27/20 �� `SIONAL �1�G%�� L CD N I Ln c z L s ® + OUTFALL TO POND STORM SEWER FROM p J / EXISTING AND APPROVED BROOKHILL Q / SECTION 1 MASS GRADING VIRIGINIA (/� STORMWATER MANAGEMENT PLAN �/� U 2: WPOzol7oo037 o U-) --- z J c " \ ----- -454 --- / �..� - Q - u I N5,9�04'_2 5"W w L q.��/ / �■■� o I STIR EX A o4 o I ui I l \ c 'u S30°55'35"W / 57,25' PR � 1 °D F D I O o / / < I U) D Lu N N / N5 '04'25"W o ' o r*lj r BLOCK 1 B 120.36 / M u, -- I / PROP 0' MIN RE R ETBA K STR EXA OS F j NOTE: SEE WP0201700037 I ICE RINK STORM SEWER EXISTING I I AMENDMENT z FOR BLOCK iA UNDER APPROVED BROOKHILL I E&S AND SWM INFORMATION FINAL SITE PLAN FOR BLOCK 3A F I I (ICE RINK) PLANS SDP2oi800049 / 3----- I I TMP 46 1 9 PROPOSED BLOCK 1A STORM w (` I F I EXISTING ARCHER AVENUE / SHALLTIE INTO EXA-o6 / --- -�------------- ( ) CURRENTLY UNDER CONSTRUCTION CROCKETT ORATION / / w w w w SEE PLANS UNDER SUB201700117 - --- -- DB 5011 PG 17 107 PG 148, DB 5121 PG 644 ' co J 454 3'7.612 AC. � i / w3 W w � CV NOTE: SANITARY SEWER MANHOLES WITHIN THE / EXA-o6 / � ROADWAY MUST BE INSTALLED WITH THE MANHOLE PROP. BOLLAR LU PROPOSED TOPS FLUSH OR SLIGHTLY LOWER THAN THE PROPOSED / MOUNTED FDCI zfy I POWER PROPOSED TOP OF FINISHED ASPHALT (TYP.) CONTOURS i I 3 I TRANSFORMERS / o BLOCK 3A �> I > f \ " � II PROPOSED 6" /Ln NEW.MH.2A PVC SAN. SWR NOTE: ALIGNMENT OF SANITARY SEWER / // 3 ® �> 0) D I TOP=451.33 LATERAL UNDER APPROVED BROOKHILL FINAL SITE _ _ _ NEW.MH.3 f I I F INV.IN=43053 PLAN FOR BLOCK 3A (ICE RINK SDP2ol800049) TOP=448.75(TBD) / W (V �+ i I NEW.MH.2 - - - INV.OUT= 0. PROPOSED 8" ' � INV.IN= 2. /� / 3 S 43 33 SHALL BE MODIFIED WITH THIS PLAN 43 53 ® z o ILC -447• - - _ _ PVC SAN. SWR // INV.OUT=4 2.33 LO // s F " POSED 15 � � / PROPOSED z o' ---------`- -- - ---- ------ ---------------- J �INV.OUT=428.67 I _______________ _ ____________ - _ _ _____ ___________ ___________________ ____1_____ ACSAEASEMENT % 1� I f 3 - PRO HDPESTORM - �� R / �- J � L=6 . o' SEWER �j" I Y� // // " uj S=1.0 /o ( �;�„ / 4 w ���� A / NEW.MH. U..I v J � "SAN WR � - ,, �" ,_- .";� ;;;;, ,j � ,;, w R . " I Lu 1 TOP=443.81(TBD) To J z C� f w" •; S I L=283.8i' 6.5 _ I A 5 Q / INV.IN=433.71 d / I =0.51 0 BLOCK 1/i L=342.oU I _ _ INV OUT 43 . 1 1 1. % - 8" SAN SWR S=0.53% m 0 6. / I z a / 0 rh L - - - S 0. 2 /0 .t 'i Ol tp -V1 _N- ci �0.. _---10- M _fvY f ---1�.-� - _ ^-�y �-/./� 1Lu O I O Ol. t6- V1 N- O7 N -00- Ol-- - M �_-^ - N rl oO- -n �T SHIN SWR �� 0- ��-(���/{C`' W O N M Vt I� 1. O.i �-_N mot.. ____tD". 00 O .i M V1 I� W Ol O .i M S V1�`l0- -l0_ u1 _ .mot _M---:y O _. a-- - - -- - - - - - - ---- --- --- N / 8 IV JVVR 3 O O 0 ri d---- i o N N 1.0 /0 �n in " in `y 'i 1.0% `i N .� o O o - 6 u n--� u l.o/o - I - o / a 01 s_--- - _ - _ cl- 8 _ 1 � � o - +�I- a-� _ r _I / - I o o o o o 0 0 \ � o 0 0 � o \ \ c �� ��.. e K 6 ---o -L� I� I s� o o I I o � 5 0 � �� o I � o R i o i � o\ \. � I I ° e y I Q t �t j1 Ol O ci 1T rl I�1j n CO 1j O Vl Vl O O ri 'i M �t .m.. N bep 00 'i Vljr W N C�j1 - DO - J`j1 ld. iY - - - - - - - - / - - - - - - / b Q Mt NI �t� Ott MI Nt Y I. M� NI N� �� M� l0� V1� �t M� N� ei L/l� �I M� M� N� '•II c•I� �I �f'1... --� - -. -- - / n J p� ® ® ® ® ® ® I ®I' 4 PROPOSED zo' 2 14 - X.MH.4 1 II II II 1 II II II 1I �� 1I 1 1 1 1 1 1 PROPOSED 6"HDPE ROOF DRAIN SYSTEM / DRAINAGE TOP=443.83 II II II p II II II 1 1 I... " _4 9 PROPOSED 6"I HDPE ROOF (DRAIN SYSTEM C.O. I EASEMENT 3 TIE INTO INV.IN- 28. a II II II II II - 1 ---------------------------- J EXISTING FIRE INV.OUT=427.79 6 0' FFE=�+49.33 FFE=4So.00 FFE=4�o.0o II FFE= §o.67 II FFE=+50.67 FFE=4S1.33 II FFE=14Sa.00 FIFE a.00 I', FFE=1� a.00 1 FFE= 5a.67 FFE=45a.67 FFE=145a.67 FFE=45a.67 FFE=4Sa.67 FFE=45a.67 FFE=45a.67 _ �� U H EX. SANITARY _ _ 1 1 1 � - 1 L l L L - HYDRANT - AR- AR- I - - G 1. G 1. AR AR AR- AR- R - - G T448.6 G T�+49 331, GAR- r49 3311 GAR* 50.00„ GARS o.o G 50.6 G 1. 45 33 45 3_3 ___(P) 1 GA T4----- GAR�45--- GAR ----- -GAR 5--- GAR------ a ---- oo 7 SEWER MH. "-----�------�-----LL----,- -,ram- ,r-- ,r- �z I- 11-,r � � 1 9 • --- E LINE � �----J------�------�----�-----�------�------�----- D �+5 _� - -JL- /11 _ �+5 331� 1� q:, 11 11 11 �} 1 11 1, O 4' FIRE LINE P FIR � � � 1 1 I ' II II BUILDING 7T1 II 1 1 I ,% x II (P) a TYPE K COPPER WATER f (P) a" TYPE K COPPER WATER I BUILDING #2 I I I / ® s- s II �I 18 APARTMENT UN TS II I I I C.O. SERVICE LATERAL 1 SERVICE LATERAL 14 APARTMENT U N ITS (oOld M \ VCSAN.SWR. I~----- ~- ;~P FDC LOCATION ---- ---- - PROPOSED 1 �� / w + -PROPOSED 6' -11 O 1 1z P 1. " METER IN VAU PROPERTY LINE 1 I I PROP O I �0 -� f LATERAL O 5 LT / I II II II II I I 10 �H -3 8.8 4 . o " 0 4sl 7 0.l II o.l 450.1Fj So.83 1. p (P)1.5" METER IN VAULT' J 11 Ia 45)So LOCA slOo 451•So 451. o y 1. 0 451 So 451•50 / 1 / J z W II II II II " - 5 7 � P FDC o.l 0 1. 1. f 49.5 �5_ 1 6 ¢ yy8.33 j I„ -- -- - Ix I ISb y 13-6' ---- io-6" 8-6" 3� TB 7-6" 7 6" " " RISERS RI � ISER 13-6" -RISERS 6 5 - SERS � ^ y8.5o RISERS RISERS ` 6-6 7-6" 7 6° 8.6" 6 - EXISTING 8 4 5 - ly-T n 1 TB -RISERS 70-4 5� 9 RS RISERS RIS R - - - / 5°MIN FR NT SETS I s E SAN. SWR. ISER ISER - - 6" RISER --- I . a o D b ,. ° 2.00b 2.0 2.00 2.8� .O .1 e:: b -- - °o. 8. ° .Lij O °. D .1 BENCHMARK z.00 44 44 4_ 2z 4 44 443 D 444 445 4 3 ; 447 5 ° 441.9 44 n as D 44 4 44 7 449 448.7 48.6 ° 0 44 448.o e STIR. TOP= 2. O / o PR_O_PO_S_ED_6 HDPE ROOF o 44 4 " DRAIN SYSTEM \ P) 4 -go BEND I j EXISTING FIRE I ® PROP. 6" DIP ML - B HYDRANT P 2 "x "TEE w ww w ww w w w w w w w w w w w w () () 4 4 -w w -w w w T EXISTING 12" D.I.�� ANDER ,STREET (PUBLIC ROAD .B. 5274 PG. 376) w (P) (4) 4"-450 BENDS 3) 4' G.V. 22' E/P-E/P EXISTING3.2" WATERLINE OFF ASSEMBLY DI W/L / 58 WlD SPEED T %PH (P) (z) 4"x4" TEE \ (P)1z' x4" TEE (1) BLOW J EXISTING 12" D.I. 26'F/C-F/C /uj EXISTING 8" / (3) 4" G.V. s ` (1)-4" G.V. (P) 12"x4" TEE / n/ LY_ - - (1)-4" G.V. � SAN. SWR. I� ° BLOW OFF ASSEMBLY WATERLINE - - .o o . n n ° / / - - - - - - -- --- - - - - N59°04'25"W �99-�66- - \ \ 173,87' O �j� --- 59°04'25" ---- - ---- \-------- / O GCS* -WATER- - BLOCK 8B / \ ` 725 7$' EXISTING SALAMANDER STREET - - - - - - ^� \ \ EASE 1E-N-T \ I / CEMETERY / / /I CURRENTLY UNDER CONSTRUCTION - - v - - - - - - - - _ - 3 \ / SEE PLANS UNDER SU132o1800115 ®® i i I - - BLO w D - - - - _ _ ° CK I / - l Lu BLOCK 19 �/ / /I - 44-= \ \ � w _ F --- � ® /1 - / / / k C. - \ A - JOB NO. v \ 182150 Lu F D / / I r I / I ------LAND_RSERVE __F 1�1 N UPON7EM'11ANVDEDICA QI v GR sC LE v \ SCALE o VA 0 15 30 6o 1 II=3 0' SHEET NO. �N FEET ) 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) COP/ES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER /S 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 LOCH TIONS ARE APPROXIMA TE. EXACT LENGTH LOCH TION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED A T 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 INSPECT/ON SHALL BE CONDUCTED /N ACCORDANCE WITH VDO T'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4 S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 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, ll, 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 OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND 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.). 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. SInFWAI K (WHFRF RFat11RFn) VDOT STD. ROLL-TOP CURB SECTION SEE DETAILS XS-3A AND XS-3C PLAN NO SCALE UJI m z Ix 7 U 3a A VDOT STD. CURBA -Will DROP INLET (DI-3) A� 31' J_ CONCRETE SIDEWALK 0 0b Y O 3 O N v 0 3 CP c o E a " � u7 CG-6 POINT OF CG-6 CURB & GUTTER C/F FINISHED GRADE CURB & GUTTER 1/4":1' PLANTING STRIP 6' -�.5'1 2�0� 'p0 0 '_V s8'�oo00 0 �o\a 10' 10' (TRAVEL LANE) (TRAVEL LANE) 1-z.5' PROPOS'4'I� TRA PA'LjYAY 95 HPH 1DE'SI6!11l SPEED B O O C O W Slope break for drainage, if req'd. it: R- 2 Feet W U o, -C Back of Curb o C O O III; o iA 0 o ;,iii i i ! I• IL Constr. e Joint J 0 UmrYine Edge of Pavement Driveway Entrance Warp Transition Rail top curb Part Plon of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Radius Return Warp curb profile to match within 47 entrance oproside grade within 4 feel each side of apron above invert line. 1 Driveway Entrance Apron for Rolllop Curb Part Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION 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 TRANSPORTA TION (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCURA TEL Y 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 SIL TA TION 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. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 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 III. 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 j PLANTING STRIP 6' S 0.5J WP-2 CG-z CURB CAL POINT OF FINISHED GRADE 1/4n.1A 1/411 lI CG-6 CURB & GUTTER 44 TRIP GENERATION 1"=100' ----------- It ryl PROPOSED TRAVELWAY y o _ m m m m I i_ _ _ -_ _ a--®- ® 18 APARTMENT UNITS ---------y- - INGu2 MINT UNITS Mr--- - -- --- N II . � 1-7 - - CEMETERY N%v 25' 5. 9' ,. .�L••• 1 -- TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION) 32 TOWNHOUSE/CONDOMINIUM UNITS (CODE 220) I I I I I I I , I I / I 4 t I I - I I I I I I I �I I I � �jlH op tS72 SCOTT R. LLIN O I� U Lic. No. 035791,1, '�.'S"1/01VAL �A E z O � ADT: 234 VPD (117 ENTER/ 117 EXIT) a (5' MIN.) AM PEAK: 15 VPH (3 ENTER/ 12 EXIT) Z v o m 4" CONC. z PM PEAK: 18 VPH (ii ENTER/ 7 EXIT) 300o Psi MIN. 1-1/2" SM-9.5A SURFACE COURSE 3" BN INTERMEDIATE CO( 5.5" COMPACTED A BASE COURSE, VD COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE 1313' (TRAVEL LANE) (TRAVEL LANE) zz'F/C-F/C 1-z 5' PROPOSED TRA VELWAY PL'RPL'NIJZCULAR PARKING AS SXOIYN ON SITE PLAN 15 MPH _DzSICN SPzzD CG-12 NOTE: COMPONENTS OF CURE RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK MDEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CO-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DORIES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING 5HALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 171 MAX THE REQUIREMENTS OF THE 5PFOAL PROVISION FOR CG-12 DETECTABLE 40:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS MID SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 5 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5 SOQUIRED BARS ARE TO THI SIDES OF HE RAMPEF OOR,MTD-DEPTHPLACEOFIRAMP FLOOR.CENTER MINTMUMAONG PERPENDICULAR CONCRETE COVER 1%2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIR 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED }2 MAXT BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX 'l AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 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 HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 17 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1 MAX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS '¢ d! PERPENDICULAR TO THE CURB. 5'1d 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ]]�� ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY A' MN AT )K , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 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. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'e 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .B"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -rl WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD �C'-. z -MOOIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - $ 0 0 0- 0 0 0 0 LANDING RAP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a + U 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 O 0 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = 9 TOP DIPMETER DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING o AT BACK OF CURB I- O.B"-1.4" SEE NOTE 12. (- BASE DIAMETER VARIABLE FULL WIDTH OF RAMP FLOOR _ t- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 106 203.05 07115 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-2 NOTES. ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 1. THIS REIN MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CUSS A3 F CAST N PLACE, 12"x EDGE OF EXISING PAVEMENT 4000 PSI IF PRECAST. (AS DETERMINED IN FIELD) 3. CURB HAVING A RADIUS OF 300 FEET OR LESS FACE RLLONGIAL CE WILL CURB) WBE PAD FOR AS TACK COAT THE PROPOSED 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH CONSTRUCTION JOINT EXISTING ASPHALT LA7RZ4 PROPOSED ASPHALT LAYERS AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM _ _ _ OF CURB WLL COINCIDE WITH THE TOP OF A EXISTING PROPOSED SUBBASE COURSE OF THE PAVEMENT SUBSTRUCTURE. DTHERWISE. TFf DEPTH IB TO BE TB" AS SHOWN. NO AQJII IN HE PRICE BD IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING COMPACTED SUBGRADE THE REQUIREMENTS FOR CC-B AS SHOWN IN APPENDIXOf A THE VDOT ROAD DESIGN MANUAL, A OF OF THE CONSTRUCTION JOINT DETAIL IN THE SECTION ON GS URBAN STANDARDS. ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) ... - 2 RADIUS NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDUT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. D.•D. SURF1 3- A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING s n•. ; ', e•'. PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. m • D . D , • D. 4. THE ADJACENT TRAVEL LANE SHALL MILLED A MINIMUM DEPTH OF 11H INCHES PAID REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE �HE �. �- �A •' PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY ENGINEER. BASE 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE A.- AND EFFECTIVE SURFACE DRAINAGE. 5. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.) 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE 6' SPECIFICATIONS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ROAD AND BRIIDDG❑E STANDARDS ASPHALT PAVEMENT WIDENING SHEET 1 OF 1 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION SFE N REFERENCEREFERENCE STANDARD 6" CURB 315 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION LU z /\ Mill 4" 21-A STONE BASE > CONCRETE SIDEWALK W NO SCALE io" (TYP.) PAVEMENTCOURSE Face Of Curti I tiv*ft Lin* i�: �6in tin 1Sin R1fl3in -,-' R 1 R fi in 112 -- Builder's option: Area may be concrete. ' Bottom of curb may follow slope of sub -ha se provided a minimum depl c of 7 inches is maintained. 1ftDin 2ftOin Rol ttop Curb CG-S NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB i GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, T)E BOTTOM OF THE CURB T GUTTER WY I BE CONBTRUCTEII PAftA1LEL TO THE SLOPE GF SUBBASE COURSES MA TO TFE THE PAVEMENT. DEPTH OF 5. ALLOWABLE CRRERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND R hE GROAD DESIGAS N MANUANL IN THE SECTIOOF ON GS URBAN STANDARDS. , D m ♦ • - 1":T ♦ ♦ • ♦ IL A •A •A •,A ••A . THE BOTTOM OF THE CURB AMID 6" 210" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A A MAY BE CONCRETE MINIMUM DEPTH OF 7" )PTION OF THE CONTRACTOR B MAINTAINED. COMBINATION 6" CURB AND GUTTER I ROAD AD BRIDGE STAIDMDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201. I I I (RADUS TO BE AS I ' I A`I -STREET APPROACH SINE SURFACING I AS MANLNE ROADWAY (SEE NOTE 6) GENERAL NOTES SHOWN ON PLMB) G C I - - - - - - - } - I L WHEN CG-111S USED FOR STREET CONNECTIO HE CONNECTION MUST BE DESIGNED N ACOORDAIC� WITH I I fRADMS TO BE AS AASHTO POLICY AND THE APPLICABLE REQUIREMENTS RADIAL L'OMBMTIQN SHOWN ON PLANS) OF THE VDOT ROAD DESIGN MANUAL, NCLUDNG SIGHT DISTANCE REQUFdEYENTS. /� •P CL GUTTER CURBAND GG 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE 1' I �I TUMNNG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFF!. THE DEPTH FOR SIDEWALK i CURB RAMPS SIDEWALK I WITHIN THEIDS OF THE RADISHOULD BE (SEE NOTE 2I 6 - I 6' TO I FLOOW 4�E 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 ---- A OR CC-7 THE CURB FACE ON THIS STANDARD IS TO TO MATCH THE MOUNTABLE CURB EXPANSION JOINT01 ' M. EXPANSION JOINT CONFIGURATION. tIB 4. SEE STANDARD (GSTA FOR CURB RAF DESIGN TO BE MAINLINE ROADWAY NOTE: WIDTH '-W' 2'-0" OR AS A� SHOWN ON TYPICAL SECTION. USED WITH THIS STANDARD. 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PLAN VIEW PORTION OF CUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES MAINLINE ROADWAY SLOPE 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW IW PARABOLIC CURVE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS EDGE OF DL�NEOU 6%MAX. D THE ENTRANCE. FLOW SLOPE CHANCE ® - - - - D 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABLIZATION MAINLINE ROADWAY - - - - - - - - - - - - REQUIRED FOR MANLNE PAVEMENT WHICH CAN BE . _ D OMITTED N HE ENTRANCE.) �� ® _ _ _ B. RADIAL CURB OR COMBNATDN CURB AND WIRER D SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 20' MIIIRIM FOR 9. THE OESIRABE AND MAXIMUM ENTRANCE GRADE CHANGES 5' MN. COMMERCIAL ENTRANCE D" ARE LISTED IN HE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH MORE THAN WO VPD 0 X 3 X MEDIUM 50D-1500 VPD S3 X 6 X LOW LESS THAN 500 VPD S B S B X CLASS A3 .►, .►. '►' '►. •f. - NOTE- ALLOWABLE ENTRANCE GRADE TABLE IS NOT (H.E.5.1 .►, 'i• •i• ' - APPLICABLE TO STREET CONNECTIONS CONCRETE ` • ••• SECTION C-C ROAD AND MIDGE STANDARDSSPECIFICATION REFEERENCE ML r rTOLA OF 1 RG!'1111r W CONNECTION FOR STREET INTERSECTIONS REVISION DATE SHEET 1 OF 1 502 AND CO11111ERCUL ENTRANCES 201.D7 VRG119A DEPARTMENT OF TRANSPORTATION 0 0 W cV cV Ln l", M Ln L9 V_ 0' z 1 _ M Z M N ® co Uj CD N W W_ W Q Jz z W LL J 1 O Uj Q 0 Z 2 06 U w W t 0 win - z Uj ^� V J zW J � 1 IIIIJ w IIIIJ < f n0 O V O N W LU LU W a to JOB NO. 182150 SCALE AS SHOWN SHEET NO. 7 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 5' WATER SEWER 3 A d p Of E LOCATION ❑F OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHSi WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 June 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BYTHE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. r FOR ALL BENDS WIDEN TRENC ACCOMMODAT ANCHOR IF REQUIRED. 11 m In BEDDING AS REQIJIREp _ 9 ' 45' MIN I T SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H I T L H T 90 2.50 2.50 3.01 0.24 4" & 6^ 45 22 1 /2 2.01) 1,50 2.25 2.00 2.60 2,52 0.15 0.10 2.00 2.25 2.50 G.15 11 1/4 1,50 2,00 2.50 1 90 3.66 3.16 3.21 1 9 • 45 2,66 2,66 2,77 0,26 22 1 /2 1.66 2.16 2.69 0.13 3.15 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.53 3,42 0.53 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.64 0.16 L THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CDNCRETE SHALL BE POURED CN ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 6„ NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum d 'd 4 Certification of 9596 a compaction required �I4 Q b 'I 4 GOIvCnIZed Steel Beam, - a W12 x 14 (min. size) d 3' min. penetration into undisturbed soil , or as approved by the ACSA. 4' MINIMUM AUM 45' yI I I I fl11 w tX TYPICAL THRUST BLOCK IN FILL AREA NTS FIG, W-3B TD-3 TD- 5 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 2a" IN INITIAL BACKFILL 2a IN g., a. � a" S., MIN MIN. MIN. MIN. \ 6" BEDDING 468 STONE * STABLE 301L ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #6B STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 1_,_S,T; INITIAL BACKFILL 4'MI UNSTABL8' s" SOILMIN #68 STONE RANULAR FILL AS APPROVED BY ACSA CK STABLE SOIL OR OCKIl NOTE : 1. NC ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NC ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NC ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE BUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG, W-2 TD- 2 3000 PSI CONC. BASE BENCH SLOPED TO FLOW a CHANNEL 1/4" : 1' MIN I Io BRANCH 12" o f 7 2„ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w _j CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 4 44" MIN. 6" MIN. 17.5`••+ 6" MIN. q " 4L 4 80" 311 ."d' ':a 1B MIN. �+�--17.5"►-I * 37" MIN. WINGNUT LOCKING ASSEMBLY 12' MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-76 TD-15 �E E � � E pp �� tt� dN \E oeq a �a E u E w ti'a w dp O w of z 4 (� aEs �oEyO U' w wd 7 `-Ez N E NU u E E �.4 m `\ u O a < o m^ 6^ F E'er E 5 E �E aE t} o a� w � Fn r� V) 1r w O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG SH-D TD-31 FINISHED GRADE T FT�TI T� T L Tl T -IT TRENCH 4' REDUCER 4a *--2500 P_S.I. CONCRETE THRUST BLOCK - - - - - - -- - - - - - - - - - - - - UNDISTURBED SOIL g 15' MN. PROFILE VIEW UNDISTURBED SOIL - EDGE OF TRENCH 4 24" MIN. - - - - - ---- -- °d REDUCER 8„ MN ° 2500 P_SJ_ CONCRETE THRUST BLOCK - d4 44, 9' MIN. --------------- UNDISTJRBED SOIL - EDGE OF TRENCH a ° 24" MN. NOTES: PLAN VIEW NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ¢ TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE � M.J. GATE VALVE WATER LINE a id v r 2500 P_SL CONCRETE g a 2'x 2' BEARING AREA. THRUST BLOCK 4 p d d a � NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 TD-9 SEWER SERVICE LATERAL CONNECTION NOTES; 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND 140 INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTNG SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% 1 (1/4" PER FOOT ) � 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4- MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'()'0" IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N. T. S. FIG. S-2 TD-33 NOTE: HYDRANT MUST DE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6MIN 2' TO 11 (270') 18" 22 V 7 OU. FT. ALVE BOX #68 STONE 42°MIN 6" GATE VALVE TEE 2500 P.S.I. CONCRETE - .r BASE AND THRUST .,� 1�•'..�. BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE. A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL_ FIRE HYDRANT ASSEMBLY DETAIL_ N.T.S. FIG. W-4 TD-8 ISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE li F POSSIBLE I�II -Ell - I I- III III III-1 �I - BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER TION STOP N 0 TES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.W. AND FITTINGS, FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FI G. W- 9 TD-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING N0. 68 STONE BEDDING 6" mox 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLE❑ ENTIRELY WITH NO_ 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF INC. 68 STONE TYPICAL_ SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 ��lri 0�T SCOTT R. LLINS7� U Lic. No. 035791,� 5/27/20 w� o��SSIONAL E>5Cmv ��� z 0 J u `e ~ � C U-1 In Z O LU z U7 C �--� Q u w z a � e u a a W u a U Li0) t' J N ® M Lu N W �.�..� z� J J / w 0 < J 'O� V / =7Q '� � U 0 2 � � I U I� w p H F_ ''� vJ CO I- LU wJ E F- F...q Jw N O V 0 O W J � w p W JOB NO. 182150 SCALE N/A SHEET NO. 12 11C , . :101� Design Storm Year = \ - (D.S. 5107 PG. 148) \ rnl 71 v I o I 3 / / o N5�9-'0425"W / / DRAINAGE DIVIDE (TYP.) / .` I ....... ..........-%7a'...man .. / rwwww -- . ���� ■ ♦ ���` ��#0 ♦♦♦'♦ / STR EX A-05 �� ♦ �♦ ■ ■ N5pp'04'25 W a' ■ ♦ ■ ■ ♦ ■ ■ TMP 16-19 ■ ♦ ■ O ■ ■ ■ CROCKETT ORATION DB 5011 P l_ 107 PC 148, DB 5121 644 ♦� ♦* ♦ ♦ 454 37.612 AC, ■ i i i STR EX A-o6 ;---------- ■ 7 Eli 11L�� = --- _" ----------------- --- - ♦ �_• a STIR 8 S __ -- STR 6„ S V - ---- ------_-------�■ - _ ■ -_ _-- _� --- ----- STR 4 _- _- ---_ 5 A --- ---_------ - -- - _-- -- - -- --_ _ _ - -- - --- - - -- -�---- - iROOF-A .4'S� ■ J5z.67 STR EXA-io FFE-449 33 FFE 'So.00 FFE y,�o.00 FFE= 'to.67 I FFE 'y',5o.67 GAR.4y8.671 GAR- GAR=449 GAR- FFE 33 FFE i�5z ooi FFE Y,4z oo i FFE ,-�z.00 GAR=y5o.6j. GAR'45� GAR'45� GAR=45� ■ FFE y5z 67 FFE u,5z 671 FFE FFE u;5z.67 FFE Wsz.67 FFE u;5z.67 FFE-4�z.67 GAR=452.00; GAR=45a. GAR=45.oq GAR=45.oq GAR=1,Sa.oq GAR=45z.oq GAR=452.0 33'�� 33�� GAR=45o.o 33: 33: 33 ♦ - - -- -- -- ---- s BUI RING#1 .... "' ---so! 91ATAk: Idl1! ..s....r...i... •' « BUILDING#2 ROOF-C 14APAR APARTMENT UNITS /I ---- -- -- -, - --'-------'------- r • -i _ ap6 > ROOF • ♦ / ------------- -- 3,. 1 STR EX .. ., �, ---- STR iz --v - STR io - ■ ; �' • _ *� ANDER STREET (PUBLIC ROAD, D B. 5274, PG. 376) / / ■ `v --- _________ �_____________________________ STIR EXA-o9 _ v F7- - T-77T- - 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 8 0.71 0.55 0.39 0.51 5.00 1 6.67 3.4 6 433.50 442.10 269.94 0.0052 15 5.0 4.4 61.6 6 0.00 0.90 0.00 1.01 6.03 6.34 6.4 4 1 442.00 440.85 224.41 0.0067 18 9.3 5.7 39.7 4 0.51 0.55 0.28 1.47 6.69 6.15 9.0 2 440.75 439.02 174.40 0.0099 18 11.3 7.1 24.6 2 0.00 0.90 0.00 1.47 7.10 6.04 9.0 OUT 438.92 437.00 118.46 0.0162 18 14.5 8.6 13.7 12 0.43 0.45 0.19 0.19 5.00 6.67 1.3 10 443.33 443.10 27.66 0.0083 15 6.4 4.0 6.9 10 0.56 0.55 0.31 0.50 5.11 6.63 3.3 6 443.00 442.50 78.38 0.0064 15 5.6 4.7 16.5 A09 0.35 0.80 0.28 0.28 5.00 6.67 1.9 A08 435.53 435.38 30.00 0.0050 15 4.6 3.5 8.5 A08 0.55 0.80 0.44 0.72 5.14 6.62 4.8 A07 435.13 434.70 86.66 0.0050 18 7.4 4.4 19.5 A05 0.48 1 0.90 0.43 4.09 7.51 5.94 24.3 A04 428.65 427.84 88.55 0.0091 30 39.2 8.4 10.6 A04 0.79 0.90 0.71 4.80 7.69 5.89 28.3 A03 426.36 422.00 180.10 0.0242 48 223.5 12.1 14.9 A03 0.00 0.00 0.00 4.80 7.93 5.83 28.3 A02 412.00 407.00 97.35 0.0514 48 325.5 15.5 6.3 A02 0.00 0.00 0.00 4.80 8.04 5.80 28.3 A01 396.00 378.00 188.19 0.0956 48 444.2 19.7 9.5 A01 0.00 0.00 0.00 4.80 8.20 5.76 28.3 A00 372.75 370.00 56.93 0.0483 48 315.7 15.5 3.7 A 10 1.48 0.30 0.44 0.44 5.00 6.67 3.0 A07 435.54 434.95 117.04 0.0050 24 16.1 3.9 30.1 Design Year: 10 Proiect: Brookhill Block 8B �- I K A-04 STR EX A-03 v v v�yr vvv vv / STR � --- --- --- _-�'�------�-- v �I � STREXA o2 EXA-oi I I I 1 �--- , I \ i I,,I- I_----- "'� I I � 6i l - ----- \ I I d I I I I I I I I I I I I 1 I I�-- I ,�,• I II IIII `_ v � v I I I � I I � I I I I I I I F - NEW iI `\ i Iiililll lil II i ,II/ ICE RINK LOT 2.961 AC. I C / 1 III `\ \ ` I I'I' (IIIIIIII (IIIIII, �, i I I `\ II�I',IIIIIIIIIIIIII,IIIIII IIIIIOI; I;I •, -_ / I `%/ _�' �� / /l � I j vv v v v Vvv v v vvA � v`� `v � v � v v =132.64' \'I I , s S4 3oi 9°O14'Q�" v, 644 90' Job #: 192150 Prenared bv: KKW- PF. INLET STATION OUTLETWAT14R SURFACEELEj Lo Do Qo ZW Sfo Hr JUNCTION LOSS FINAL H INLET WATER SURFACEELEV. RIM ELEV Vo Ho Qnv Vnv QI*VI VI /2g HI ANGLE HA Ht L3Ht .5Ht 436.55 117.04 24 2.96 0.000 0.02 0.9 0.0 A10 0.00 0 0 0.00 NA N/A 0.02 436.57 442.90 373.20 56.93 48 28.29 0.000 0.02 2.3 0.0 A01 28.3 2.3 63.69 0.1 0.03 42 0.02991 0.08 NA N/A 0.10 373.30 390.46 381.20 1 188.19 48 28.29 0.000 0.07 2.3 0.0 A02 1 28.3 2.3 63.69 0.1 1 0.03 22 0.01259 0.06 NA N/A 0.13 381.33 418.87 410.20 97.35 48 28.29 0.000 0.04 2.3 0.0 A03 28.3 2.3 63.69 0.1 0.03 18 0.00787 0.06 NA N/A 0.09 410.29 439.50 425.20 180.10 48 28.29 0.000 0.07 2.3 0.0 A04 24.3 4.9 120.2 0.4 0.13 51 0.17865 0.33 NA N/A 0.40 425.60 443.99 429.84 88.55 30 24.29 0.004 0.31 4.9 0.1 A05 1 21.9 4.5 97.65 0.3 0.11 15 0.03089 0.23 NA N/A 0.54 430.38 444.00 430.75 103.41 30 21.89 0.003 0.29 4.5 0.1 A06 11.7 11.8 138.6 2.2 0.76 25 0.47742 1.31 NA N/A 1.61 432.36 442.40 432.36 94.63 24 11.73 0.003 0.25 11.8 0.5 A07 4.8 2.7 12.86 0.1 0.04 8 0 0.58 0.76 N/A 1.01 433.37 442.40 435.90 86.66 18 4.77 0.002 0.18 2.7 0.0 A08 1.9 1.5 2.839 0.0 0.01 8 0 0.04 NA N/A 0.22 436.12 442.43 436.38 30.00 15 1.87 0.001 0.03 1.5 0.0 A09 0.00 0 0 0.01 NA N/A 0.03 436.41 442.43 443.50 78.38 15 3.32 0.002 0.18 2.7 0.0 10 1.3 1.1 1.356 0.0 0.01 89 0.01132 0.05 NA 0.02 0.20 443.70 448.50 444.10 27.66 15 1.29 0.000 0.01 1.1 0.0 12 0.00 0 0 0,00 NA 0.00 0.01 444.11 448.33 438.20 118.46 18 9.04 0.006 0.75 5.1 0.1 2 9.0 5.1 46.28 0.4 0.14 43 0.15454 0.40 N/A 0.20 0.95 439.15 446.92 440.22 174.40 18 9.04 0.006 1.10 5.1 0.1 4 6.4 3.6 23.17 0.2 0.07 1 0 0.17 NA 0.09 1.19 441.41 450.75 442.05 1 224.41 18 6.40 0.003 0.71 3.6 0.1 6 3.3 4.7 15.76 0.3 0.12 0 0 0.17 N/A 0.09 0.80 442.85 450.75 443.10 1 269.94 15 3.38 0.002 0.63 2.8 0.0 8 1 0.00 0 0 0,03 NA 0.01 1 0.65 1 443.75 448.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet CL _ w 7 a a N N C n Z C U to t0 U C O N O as N 9 w r m o 0 s o U 3 X o w_ o T Q Ta) L) o o m o -o 3 o cn 3 w .0 o o m m m c o @ Y U a`) o m 16 cn r+ X 9 a) ; °� o E as J E- O a7@ O U j N m O- O` N m II U V i E C O � M 0- > Q Q U U O1 0 0 rri O) x 3 W 3 W 3 W f/) F- 0 w M 3 in II 0 rn - �'j J - J E ui a -0 0 c0i X as 4 3B 1 0 0 0.51 0.55 0.281 1.12 0.00 1.12 0.0075 0.0200 2.0 0.0833 4.1650 7. 35 0.72 3.5192 0.1466 0.1256 6.37 1.57 1.00 1.12 0.00 M xim mallowables re d=8. ' a u p a 5 10 3B 14.0 0.56 0.55 0.308 1.23 0.00 1.23 0.0300 0.0200 2.0 0.0833 4.1650 5.87 0.83 3.5192 0.1466 0.1417 9.34 1.50 1.00 1 1.23 10.00 1 IMaximum allowable spread=7' 12 3B 10.0 0.43 0.45 0.194 0.77 0.00 0.77 0.0300 0.0200 2.0 0.0833 4.1650 4.93 0.88 3.5192 0.1466 0.1490 7.45 1.34 1.00 1 0.77 10.00 1 1 Maximum allowable spread=7' - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet _ O co N O N O) a3 L) L n (` cn O CLN C O N T 0 N L U Y t .O E CU o m ai `U o � n o o a U m 3 o X N w 3 o Y a T a) o o @ 5 o � o >'a) M 0 m to + S o i aB m E co co p 2 o @ @ 27 O c a) O >_ > X N O m > E C O L as o U y0 Q - 0) 0) X 3 U) 3 0 N 0 N II 3 a� N J E U m X as 0- > J Q U U O 0 0 rn W 3 to to F LU as va rn J J Ld O O U 4 3B 10.0 0.51 0.55 0.281 1.82 0.00 1.82 0.0075 0.0200 2.0 0.0833 4.1650 8.82 0.64 3.5192 0.1466 0.1138 8.28 1.21 1.00 1.82 0.00 10 3B 14.0 0.56 0.55 1 0.308 2.00 0.00 2.00 0.0300 0.0200 2.0 0.0833 4.1650 7.04 0.74 3.5192 0.1466 0.1285 12.141 1.15 1 1.00 2.00 1 0.00 12 3B 10.0 0.43 0.45 1 0.194 1.26 0.00 1.26 0.0300 0.0200 2.0 0.0833 4.1650 5.91 0.83 3.5192 0.1466 0.1417 9.42 1 1.06 1 1.00 1.26 1 0.00 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr Structure Area CW t' (Acres) (Min.) 2 0.00 0.90 5.0 4 0.51 0.55 5.0 6 0.00 0.90 5.0 8 0.71 0.55 5.0 10 0.56 0.55 5.0 12 0.43 0.45 5.0 ROOF -A 0.13 0.90 5.0 ROOF-B 0.13 0.90 5.0 ROOF-C 0.20 0.90 5.0 Tc conservatively set at 5 min. to account for future development A10 1.48 0.30 5.0 A09 0.35 0.80 5.0 A08 0.55 0.80 5.1 A07 0.71 0.90 5.5 A06 0.43 0.90 5.6 A05 0.48 0.90 5.9 A04 0.79 0.90 6.1 A03 0.00 0.00 6.3 A02 0.00 0.00 6.4 A01 0.00 0.00 6.6 kpproved DA to A10 reduced with proposed Block 1 A development (approved flow analyzed) PIPE DESIGN n = 0.013 Pipe Hydrology Pipe 0 LD C a) M _ a) 9)E U C U L OU C N tl) C oU � U o � „ 3 CD�, v @ �- E � m CO a) U U C N .�. U U N Y O) C E a) £ N l4 C O 6 C a) E p Ca C o U m S w m > > L ca E w LL > o aEi N 111 Q U U U F - C'1 6 C C _ C (n LL > LL Pipe run: STR-8 - EX STR-A06 8 6 0.71 0.55 0.391 0.508 5.00 6.67 2.60 3.38 433.50 442.10 269.9 0.013 0.0052 15 5.05 4.38 1.03 6 4 0.00 0.90 0.000 1.009 6.03 6.34 0.00 6.40 442.00 440.85 224.4 0.013 0.0067 18 9.31 5.65 0.66 4 2 0.51 0.55 0.281 1.470 6.69 6.15 1.73 9.04 440.75 439.02 174.4 0.013 0.0099 18 11.32 7.10 0.41 2 OUT 0.00 0.90 0.000 1.470 7.10 6.04 0.00 9.04 438.92 437.00 118.5 0.013 0.0162 18 14.48 8.63 0.23 Pipe run: STR-12 - STR-6 12 10 0.43 0.45 0.194 0.194 5.00 6.67 1.29 1.29 443.33 443.10 27.7 0.013 0.0083 15 6.38 4.03 0.11 10 6 0.56 0.55 0.308 0.502 5.11 6.63 2.04 3.32 443.00 442.50 78.4 0.013 0.0064 15 5.60 4.74 0.28 Pipe run: STR-AO9- STR-A00 (EXISTING) A09 A08 0.35 0.80 0.280 0.280 5.00 6.67 1.87 1.87 435.53 435.38 30.0 0.013 0.0050 15 4.57 3.52 0.14 A08 A07 0.55 0.80 0.440 0.720 5.14 6.62 2.91 4.77 435.13 434.70 86.7 0.013 0.0050 18 7.40 4.44 0.33 A07 A06 0.71 0.90 0.639 1.803 5.51 6.50 4.16 11.73 434.20 430.50 94.6 0.013 0.0391 24 44.73 11.82 0.13 A06 A05 0.43 0.90 0.387 3.660 7.33 5.98 2.32 21.89 430.10 428.75 103.4 0.013 0.0131 30 46.87 9.38 0.18 A05 A04 0.48 0.90 0.432 4.092 7.51 5.94 2.56 24.29 428.65 427.84 88.6 0.013 0.0091 30 39.23 8.36 0.18 A04 A03 0.79 0.90 0.711 4.803 7.69 5.89 4.19 28.29 426.36 422.00 180.1 0.013 0.0242 48 223.50 12.10 0.25 A03 A02 0.00 0.00 0.000 1 4.803 7.93 5.83 0.00 28.29 412.00 407.00 97.4 0.013 0.0514 48 325.54 15.45 0.10 A02 A01 0.00 0.00 0.000 4.803 8.04 5.80 0.00 28.29 396.00 378.00 188.2 0.013 0.0956 48 444.25 19.72 0.16 A01 A00 0.00 0.00 0.000 4.803 8.20 5.76 0.00 28.29 372.75 370.00 56.9 0.013 0.0483 48 315.70 15.45 0.06 Pipe run: STR-A10- STR-A07 (EXISTING) A10 I A07 1 1.48 0.30 0.444 0.444 5.00 6.67 2.96 2.96 435.54 434.95 117.0 0.013 0.0050 24 16.06 3.89 0.50 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (ft.) SLOPE N INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 8 DI-3C CG-2 14 448.00 VDOT STD. IS-1 REQ'D 7 15 269.94 0.52% 433.50 442.10 HDPE 6 MH-1 CG-2 - 450.75 VDOT STD. IS-1 REQ'D 5 18 224.41 0.67% 442.00 440.85 HDPE 4 DI-313 CG-2 10 450.75 VDOT STD. IS-1 REQ'D 3 18 174.40 0.99% 440.75 439.02 HDPE 2 MHA CG-2 - 446.92 VDOT STD. IS-1 REQ'D 1 18 118.46 1.62% 438.92 437.00 HDPE 12 DI-313 CG-2 10 448.33 VDOT STD. IS-1 REQ'D 11 15 27.66 0.83% 443.33 443.10 HDPE 10 DI-313 CG-2 14 448.50 VDOT STD. IS-1 REQ'D 9 15 78.38 0.64% 443.00 442.50 HDPE INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a) o N Iv L6 aL a U @ C O O O - E O � W a) a) @ w N a) O N N L T U) O 3 U CL O o N .Q 3 n a� o 0 3 m L) ° 0 0 0 0 3 2 a t m 0 m Q J @ O C 30 U Y a) a o f6 E D F O @� U O N 7 0) (� U) 0Q �• Q E a > ¢ Q U C1 a C% C U) rn W a left 1 0.24 1 0.55 10.132 1 0.53 1 0.00 0.53 0.0200 0.0200 2.0 1 0.0200 1.0000 1 4.61 right 1 0.47 10.55 10.259 1 1.03 1 0.00 1 1.03 0.0150 0.0200 2.0 1 0.0200 1.0000 1 6.26 8 31 14.0 combined flow 1.6 0.11 0.249 5.71 Maximum allowable spread=8.5' - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Q i rn c U C CL a O N O i O U _0 O i Q O L O 0 v a) m N O 0 U O o N C o rn o > 3 > 0) U m O o o_ o -O a N oo O T @ 0 3 `m as w U a) v U CU Y 00 w o �° as 0) °) X N o N E IL > - Q Q U U Cf a c3 US � in 3 rn cn = -o a I- IX left 1 0.24in. 0.55 0.132 0.86 0.00 0.813 0.0200 0.0200 2.0 0.0200 1.0000 5.53 right 0.4755 0.2591 1.68 1 0.00 1 1.68 0.0150 0.0200 2.0 0.0200 1 1.0000 7.51 8 3C 14.0 combined flow 2.5 0.16 1 0.344 7.89 Maximum allowable spread=8.5' - for Inlets draining to stormwater management tacllltles, where overland flow to tacllltles Is not available, 1UU% capture Is required at 6.` in/hr :�;1rl 0 scoTT R. LLIt ,L) Lic. No. 035791 � 1127/21 0\SIUNAL z o I t � a r ` � I `. Z w o z � ' J ` O 0 Q I w F�1 W` i O O W N N ~ Lr) n 0 M Lf) LD (3' rz z r M Z 00 M N � M I 1 Lau N W N cn > J z W w Q O ZJz� J Q > J w LL ZD U ' Q L9 _j O U Q z= Q U � Q W ULU � w p JUl U) z_ W Q W J 0 mow�// J F...q J �/ W L.1_ O IIIIIIIIIIIIIIIIIIIIIIIIII Q O r V 0 c) C N ULI LU H � 'n LU 0 W a In JOB NO. 182150 SCALE 1'r=60' SHEET NO. 9 EXMH4 (EXISTIN E INV IN. 427.c EX INV OUT. 427.79 (TO EXISTING ARCI PROPOSI SANITARY SEWER TO BUI ELI 455 MH2A STA:13+57-31 EXISTING GRADE MH3 r�*j MH2 INV IN. 430-53 �,�.,, FROM MH3 �,,,._/'� RIM:448.75 (TBD) / STA:1o+69.5o INV OUT. 430-33 TO MH2 INV IN. 432-53 FROM MH4 RIM: oo 447 ---- ------ ----------- --- INV OUT. 2. TOMH2A 43 33 INV IN. 428.87 FROM MH2A / INV OUT. 428.67 TO EXMH4 _ - _ - - - - � � � - 45p ,_,\\ MH4 STA:18+94.62 450 ----- MANHOLE) i RIM:443 81(TBD) Jki.o+oo.00 / PROPOSED GRADE - _ , INV IN. 433-71(FROM ICE RINK SAN-05) X RIM:443 83 \ INV OUT. 433.51.TO MH3 g FROM MH2 ilE AVE SAN) PROPOSED STORM 445 44p SEWER CROSSING 440 435 PROPOSED 6" PVC 4.8' 435 SANITARY SEWER LATERAL TO BUILDING #2 =D 6" PVC TIE -INTO EXISTING LATERAL SANITARY SEWER MANHOLE ELEV. 430-53 Li _DING #1 V. 427.99 8" DIP 187.25 LF �a o.52% 43p 8" DIP 342.o6 LF @a 0.53% 43p 8" DIP 8" DIP 283.81 LF @a 0.51% 65.5o LF @a 1,04% 425 425 N l0 m O 00 It m I` It m m Ol 00 N � � rl N O CO Ql O CO (V Ol ci 'T rl M I� � p m rl� � m m q) %t Ol M %:t %�- m l0 O 00 00 mi't l0 It O rl rI M Ln O I� 1,0 rl l0 rl 00 l0 Ln %t l0 %t 1.0 m %t %t 00 m %t % m O U1 O O Ln In O ci Ln Ln rl N Ln Ln rl N Ln U1 rl N Lfl Ln rl N Lfl U1 rl N Lfl L/1 rl rl Ul ul O O U1 Ln O m Ln � m � n n 1p 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 NOTE: ALIGNMENT OF SANITARY SEWER UNDER APPROVED BROOKHILL FINAL SITE PLAN FOR BLOCK 3A (ICE RINK - SDP2o1800049) SHALL BE MODIFIED WITH THIS PLAN STR:6 VDOT STD. MH-1 TOP=450-75 INV IN: 442.10 TO 8 INV OUT: 442.5o TO 10 STR:4 VDOT STD. DI-3B (L=1o') EXISTING GRADE INV OUT: 442.00 TO 4 TOP=450-75 455 INV IN: 440.85 TO 6 STR:2 VDOT STD. MH-3. INV IN: 446.33 (ROOF-C) TOP=446.92 INV OUT: 440-75 TO 2 PROPOSED GRADE INV IN: 439.02 TO 4 INV OUT: 438.92 TO EX A-o6 - 45p STR:EX A-o6 EXISTING GRATE INLET EX TOP=442.40 / INV IN: 437.00 TO 2 EX INV IN=430.50 (24") -- -_ 445 EX INV OUT=430.10 (30") 440 435 18" HDPE �74.4o LF @a 0.99% 18" HDPE o 11.8.46 LF 1.62 418 PROPOSED SANITARY SEWER MAIN CROSSING 18" HDPE 224.41 LF @a 0.510"D PROPOSED UNDERGROUND ELECTRIC LINE CROSSING 15" HDPE 269.94 LF @ 0.520/11 PROPOSED 6" PVC SANITARY SEWER LATERAL �TO BUILDING #2 ELEV.435.18 17+50 18+oo 455 STR:8 VDOT STD. DI-3C (L=14') TOP=448.00 INV IN: 443.6o (ROOF -A) INV OUT: 443.5o TO 6 I 450 445 440 435 430 LTIE-IN TO EX-STR A-o6, PROPOSED UNDER BLOCK 3A (ICE RINK) FINAL SITE PLAN, SDP 201800049 430 n Ln l0 N rl m 00 O rl m 00 It rl rl W 00 rl rl 01 O m Ln CT) Ln In T rn O1 n -t O1 n n It n 00 l0 C0 Lfl m l0 C0 'H 't CO %t O� 01 01 O1 l0 O m Ln %t Lf1 m n Ill It ri It ri 00 It It r" al It It al 0 It Ln 0 ri Le) L/1 0 ri L!1 Ln 0 rl LN'1 Lf1 ri ri Ltl Ln ri ri U) Ln 0 0 Ln Ln 0 0 Ln L/1 0 al L!1 al al al al It 00 It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo STR-8 - EX-STR-Ao6 18+5o 19+00 VERTICAL GRAPHIC SCALE rISCOTT 5 0 2.5 5 10 20 R. LLINS'ZNo. 035791 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON THIS SHEET FOR HDPE PIPE BEDDING INFORMATION. PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL GROUND LINE H TOP OF FILL GROUND LINE H GROUND LINE H ROCK EARTH DN2" I D p.72� EARTH d SaL dELING D/2 4" D/2 D/2 !- BEDDING ii IT 4 I b MATERIAL MIN. 1/10 D� �D� MATERIAL MI%z�/ �D� MATERIAL MIN. 1/10 D r L X X E PER X X 1' OF H X �D �i X MIN.B"' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX 2a ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE E MIN. 1.5 x D �I E MIN. 15x D _ I MIN. 1.5 x D MIN. 1.5 x D L� MIN. 1.5 x D _ IE MIN. 1.5 x FI I 1. TOP OF FILL TOP OF FILL I_ TOP OFFIL H H H D-12" GROUND r/r/r D-12 C / LINE D�12"- /� GROUND - r///// _GROUND d d LINE d -LINE "EARTH ROCK OR b/ MIN. 1/10 BEDDING MIN. i/10 D _ UNYIELDING SOIL X 0 X MATERIAL MIN. 1/10 D BEDDING DING I/0" PER X D X MATERIAL EARTH MATERIAL NORMAL EARTH FOUNDATION 1' of " MAX 2i" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH NOTES: ®BEDDING SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. ®REGULAR WITH SECTON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN ® EMBANKMENT AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. SHEET IOF 4 ROUIENDE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A' 302 REV 8/07 303 VRGINIA DEPARTMENT OF TRANSPORTATION 107.01 STR:10 VDOT STD. DI-313 (L=14') STR:6 VDOT STD. MH-1 TOP=448.50 TOP=450.75 INV IN: 443.00 TO 6 INV IN: 442.10 TO 8 INV IN: 443.10 TO 12 455 INV OUT: 442.5o TO 10 STR:12 VDOT STD. DI-313 (L=io') INV OUT: 442.00 TO 4 EXISTING GRADE TOP=448 33 INV OUT: 443-33 TO 10 450 450 PROPOSED) GRADE 445 445 15" HDPE L15" HDPE 440 78.38 LF @a o.649/0 27.66 LF @a o.83% 440 N O U1 O r l0 -t It It It It It 10+00 10+50 11+00 11+50 STR12-STR6 5/27/20 'SIONAL z u J e � Q c uw Z 0C)< o Ln O u c w z 1■■1 °C `u ° c W u c 0 0 Lu N N < � � Q N N M L!1 in M� `' J co fy M N 0 w N W _ W J z J i VJ LL V / W w Q Off// LL 1� U � U � W � LuO ul U) M F-z LU 1..1..1 W J jW O J o O n/ O 1..` 0 N w J U ~ w H w w NY N1 JOB NO. 182150 SCALE AS NOTED SHEET NO. 10 Landscape Notes: CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES, ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE- SHREDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SUB201700117 BLOCK 4A D — — �w w — - i d� / / I I I / / C I F F I F I PROP. 6" DIP W/L - B w w�w�w I H- w CO 22 o I F w II ZZ 00 F w U vw Z LI) LIJ Q� F Z INK:�rG� D C EXISTING STREET TREES ALONG ARCHER AVENUE D PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY CANOPY TOTAL CANOPY TREES UAP ULMUS AMERICANA'PRINCETON' PRINCETON' ELM 2-1/2" cal. 6 397 2382 QS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 5 329 1645 U N DERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 11 124 1364 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 30 23 690 JN JASMINUM NUDIFLORUM WINTERJASMINE 24" min. 19 10 190 TOTAL: 6271 LANDSCAPING CALCULATIONS: OFFSITE LANDSCAPING: TOTAL BLOCK 1A AREA = 51,967 SF PARKING LOT TREES: 4 ADDITIONAL SHUMARD OAKS (QS) REQUIRED LANDSCAPING CANOPY = 51,967 SF * 10%= 5,196 SF PARKING LOT SHRUBS: 78 ADDITIONAL WINTER JASMINE (JN) PROVIDED LANDSCAPING CANOPY = 6,271 SF TOTAL BLOCK 1A PARKING & CIRCULATION AREA=14,78o SF REQUIRED PARKING LOT LANDSCAPING=14,78o SF *5% = 739 SF 0 PROVIDED PARKING LOT LANDSCAPING = 987 SF REQUIRED PARKING LOT/INTERIOR LANDSCAPING = 7 SPACES * 1 TREE/io SPACES =1 TREE PROVIDED PARKING LOT/INTERIOR LANDSCAPING =1 TREE NOTES: 1. STREET TREES REQUIRED BY SECTION 32.7.9.5. OF THE ALBEMARLE COUNTY ZONING ORDINANCE ALONG SALAMANDER STREET ARE BEING PROVIDED ON THE ROAD PLANS (SUB2o18o0115). 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SITE DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN z AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 3. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY OF THE DEVELOPMENT. 4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR THE PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. Tree Planting and Staking Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2" x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE kLL PT O��� !� SCOTINS'Z U Lic. No. 035'791 � 5/27/21 IONAL Z u J e U Z Z O w 0 z = C Un U Q - - U) > w z c Lu 5 u c W u c 0 0 W N N ~ Lf � 0 m Lf1 PROP 0' MIN REAR ETBA K m Lu �z M M IMP 4619B3 N NT co 0. CROCKETT CORPORATION BLOCK 1 B Lu DB 5011 PG 170, DB 5107 PG 148, DB 5121 PG 644 l t 37.612 AC. N I C) wNcn H� BLOCK 3A // Q PROPOSED 2' / w J INNER -PARCEL GRASS OVERHANG // INNER -PARCEL CONNECTION VARIABLE WIDTH PARKING CONNECTION AREA RESERVED FOR AND ACCESS EASEMENT _ -_, LLJ (1g) JN PROPOSED z' (23) JN (55) JN PROPOSED 5' REAR FUTURE PARKING SETBACK / J GRASS OVERHANG i / LL Q 1 Lu —\ o / O V - - - - S 1) Q QS (1)QS BLOCK 1A (1) Q5 Q - - - / /77�7- �� ®®� ®_® ® ® ® - ° ------.INNER-PARCEL / // - --- ----- --- _ -,.,�:----_---'----_-_--------------=---- - -- --- - ---- ----�- - -;- - - _xi w _. --- ---- - - - -- , is - ---_---� - - - - ® -- CONNECTION / — F®®® ® ® 7F® ®®—�—----- ® z ® ® ® ® -- -- — /—-------------/10 1 w U I I (1) QS :, ♦ f I I I I (1)/� I I I QS II I I I I II II II II II II II II II 11 II p p p II II II I II II II II II II II II II 1 II p II p II p I I 1 I I I I I I I I I I I 1 I I 1 W O J -I 1-1 II u- II a II -I II II 11 II II II 11 11 11 11 II 11 (6) UAP II- II II- II I�- II II II II 1 1 1 I 1 I 1 1 ---- II II II II II IIII II 11 IL11 II II II II - - II - - II II II II II II 11 II 11 I II - - II II ______I_____ -��- - ' I • _____I______ 1 _____I______ n, I I I I 1 I �------ I I I I 1 li 1 _____ ______ I ®INS 5 J (30) IGS BUILDING #1 ;; ;I I BUILDING #2 j 1 1 11 11 18 APAR 11 M E NT U N ITS 11 11 11 N II II II II 11 11 11 11 11 11 II II II °° I • 1 1 1 1 14 APARTMENT UNITS PROPOSED - ----- (1) OS --Ir-----yr---u----+I- 30' MAX. SETBACK . - (7) CC I I +- - - - - +- (4) CC PRIMARY ENTRANCE (TYP.) (1) OS PROPERTY LINE I I w u I I I II II II II II II II II II II �� II II II II II II II II II II II I I I I I I I I I I I I 1..� I I 3 U) I I ° D&A.D Do D D D D I— r - - - - - - - -ago' F+ SIGHT DISTANCE=z8o- 1 � J 1ry I w w 1,948 V_ h I T DISTANE- 5� w "—w- STREET (PUBLIC ROAD, D.B. 5274,WPG. 26'F/C-F/C 58 WIDE — SPEED T 25MPH DISTANCE TO NEAREST INTERSECTION = 3oo' m 4 D / \ EXISTING STREET TREES ALONG SALAMANDER STREET --------------- --------- ° I I I I I I BLOCK 8B I( D'' EXISTING SALAMANDER STREET CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SUB2o1800115 BLOCK 19 "' "'EXISTING 5' CONCRETE SIDEWALK "' `" zz' E/P-E/P F CEMETERY F Y Y I I .J• I I I i I I I I j Q p 0 c) O \ \ Lu J \ u \ w H w � a � BLOCK 6 \ 182150 GRAPHIC SCALE ` \ SCALE o i5 30 6o \ 3°----� \ 1 ��=30 ( IN FEET ) SHEET NO. 1 inch 30 ft. ` 11