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HomeMy WebLinkAboutSDP201900078 Plan - Approved Initial Site Plan 2020-02-21:VICINITY MAP' RO 0 �KAffiw H L BLOCK 1A to p GENERAL NOTE'S OWNERS: TMP 04600-oo-oo-oa9B3 (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 2oo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-o19133 (PORTION OF) D.B. 5o11, PG. i7o 39.98 ACRES (1.193 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oa8000aa WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FH-FLOOD HAZARD OVERLAY ZONING DISTRICT NOTE: A SPECIAL USE PERMIT APPLICATION (SP2015-00025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2oa6 BY THE BOS WITH CONDITIONS. TOTAL PROJECT AREA: BLOCK 1- CODE OF DEVELOPMENT PARCEL AREA = 12.o ACRES BLOCK zA -1.293 AC PROPOSED USE: BLOCK ak 32 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) FUTURE BLOCKS: RESIDENTIAL (MIN. 36 & MAX. 408) AND NON-RESIDENTIAL (MIN. 5o,000 sf & MAX.130,000 sf) USES BLOCK CLASSIFICATION: BLOCK 1: NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 36 UNITS (MINIMUM)To 4o8 UNITS (MAXIMUM) - 3 DUATO 34 DUA FORTH€ PARCEL BASED ON 22.0 ACRES PROPOSED DENSITY: 32 RESIDENTIAL MULTI -FAMILY UNITS (BLOCKaA) WITHIN 1.193 ACRES BLOCK :LA DENSITY = 32/1.193 ACRES TOTAL BLOCK aA DENSITY = 26.8 DUA REQUIRED OPEN SPACE (BLOCK 8): CIVIC/PARKS = o AC GREENWAY = o AC OPEN SPACE = o.o AC BUFFER = o.o AC TOTAL OPEN SPACE REQUIRED = o.00 AC OPEN SPACED PROVIDED: PHASE IA: o.00 AC BUILDING HEIGHTS: NO MINIMUM HEIGHTAND 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: NO MINIMUM AND 25' MAXIMUM SIDE: NO MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 28' FROM THE TRAVELWAY (SEE DETAIL ON SHEETS) REAR: 5' MINIMUM AND NO MAXIMUM BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT = 20,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 1A=zo,950 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 2o25_ 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 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENT TO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 1 SHALL BE DEVELOPED IN AT LEAST TWO (2) PHASES. RECREATION: NONE REQUIRED AND NONE PROVIDED WITHIN BLOCK 1 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 (a) PARKING SPACE PER EVERY 4 UNITS REQUIRED: 32 UNITS 14 = 8 GUEST PARKING SPACES + 64 PARKING SPACES = 72 TOTAL PARKING SPACES PROVIDED: 2a PARKING SPACES + 32 GARAGE SPACES +32 DRIVEWAY SPACES = 85 TOTAL PARKING SPACES (18% OVER REQUIRED) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE NO PRESERVED OR MANAGED SLOPES ON THIS PORTION OFTHE PROPERTY. FLOODPLAIN: THERE IS A zoo-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003CO28oD, DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS IN THE BROOKHILL DEVELOPMENT FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. THE APPROVED FDP PERMIT # IS 2o2600004. THERE IS NO FEMA FLOODPLAIN LOCATED WITHIN THE LIMITS OF THIS DEVELOPMENT. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEETHE GRADING & DRAINAGE SHEETS. NOTE, IF ANY RETAINING WALLS ARE CONSTRUCTION, THEY WILL NOT EXCEED boo LINEAR FEET IN LENGTH. LANDSCAPING: STREETTREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS WITH THE PREVIOUSLY APPROVED ROAD PLANS FOR ARCHER AVENUE AND SALAMANDER STREET. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH BUILDING UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. TRASH CONTAINER TO BE STORED WITHIN GARAGE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS: OPEN SPACE: o.00 AC (o.o%) BLOCK 2A DEVELOPMENT LOT: 2.293 AC (a00%) IMPERVIOUS AREAS (BLOCK aA ONLY): TRAVELWAYSIPARKING: 0.425 AC (35%) SIDEWALKS: 0.04 AC (3%) BUILDINGSIDRIVEWAYS: o.56 AC (47%) LOT AREAILANDSCAPING: o.3.8 AC (250h) TOTAL:1.193 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET - A & aB. TOTAL PROPOSED UNITS: 32 UNITS (15%OFTOTAL 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. 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 18.4.22. 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 = a88 ADT (94 ENTER194 EXIT) AM PEAK RATE - 0.44 VPD PER DU =14 VPD (3 ENTER/aa EXIT) PM PEAK RATE - 0.52 VPD PER DU = 27 VPD (11 ENTER/6 EXIT) RIVANNA MAGISTERIAL DISTRICT ALBEMARLE Cu"UINTY, VIRGINIA � SITE % A- PO4QIN I G/�OU NDSROAD Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS 1B PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT & LANDSCAPING PLAN 6 UTILITY, GRADING & DRAINAGE PLAN 7 NOTES & DETAILS 8 STORMWATER MANAGEMENT PLAN 10 TOTAL SHEETS BUILDING NOTES 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT ::l EXISTING VEGETA 77VE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXIS77NG CONTOUR aoo 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 - '- a . PROPOSED & EXIS77NG GUARDRAIL PROPOSED FENCE 0 o 0 O 100 YR. FLOODPLAIN APPROVALS DATE _ DEPARTMENT OFCONITWUNITY DEVELOPMENT PL ANNER&ONIN G , Z, ENGINEER INSPECTIONS ARE DEPARTIENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARNIENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT R. COLLINSZ Lic. No. 035791,1, ZONAL t z 0 z O z '-' re LU wm ch ua r' Tl Uj w ® tj V) mi • SCALE 1 "=60' SHEET NO. 1 ,TH Q7 Original Proffers Amendment X Brookhill PROFFER STATEMENT' Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Nurnber(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2, 04600-00-00-019Bf, 04600-00-00-019B3, 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 N1MD (Neighborhood Model District) CHARLES R. "AUG" & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, .IR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKIIILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFT'ON CORPORATION is the owner of Tax Nlap 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 pr-oJect known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brooldrill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brooldrill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and 92 on Septerrnber 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 ltrrrrrovements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and tarn lane improvements, including improvements to the horizontal aligmnent, 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 1, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on it per "trrarket-rate" dwelling unit basis in excess of the number of units that are allowed b right tinder the zoning in existence prior to the approval of this ZMA Y g g p pp �r-Purpose; f addressing h fiscal impacts f • 1 n1 rn on n public 201. 007 far the ,o t e sea pacts a development e t o e County's s 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 (_ 9) single-family detached units. A marketrate" unit is any dwellin g 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 Threc Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single farnily 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 tothcissuance ofa CO for the 2 0th single family dwelling tnit. Tile cash contributions s famil attached Market. Rate nit shall be Five Thousand Four Hundred and Forty- seven single y U o -ty 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 Housin, The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential a 0 total s• t units constructed on the Property. For example, it one thousand lOQ to units are constructed in the n p Y p � ( ) Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner omits successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to for sale units, rental units, v • and Carriage Units, "Affordable Units" or through cash contributions, as more articular) accessory units g r , ( ) , , p y 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 incorne 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 andpi-cqualify an eligible purchaser For-Salc Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior t receipt f the Certificate of Occupancy for the applicable - licablc For -male Affordable Housing Unit; the oo Cc c L y I p g , County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (isr) 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 Crossing Exhibit Maintenance of the tunnels, shown conceptually in Figure B, (Salamander C.ros. g ) e 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 cornpleted prior to issuance of either i) it Permit for the fiftieth (50"') dwelling (other than an Assisted Living, nursing home, rest horne or convalescent facility) within the Project or ii) a certificate of occupancy for any units within it multi -family dwelling whichever curs fiat. The Route 29 Intersection Improvements shall be within the Project, v lire r occurs s p 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 p Y completed by: i) the Albemarle Count 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. Ashwood Boulevard Connection. Pursuant to road plans approved b VDOT and a tern ora C. o P pp Y p rY 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-farnily dwelling, Assisted Living, nursing harm, 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 Honsinu 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 maxinrurn net rent rate approved by the Al eanarle County Housing Office. In eachsubsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%), tr e r t es riot include For purpose of this Proffer 4B, the term net rent means that the rent do 0 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 Cotmty 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 Housin Units during the Affordable Term shall contain language recitin that such unit is €> ag subject to tine terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J � p g Y of tiny 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. T 3 Reporting Rental Rates. During the Affordable Tent within shirt 30 days of each (1 p to s b n, Y (. ) Y rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner a g shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each h unit rented that shows the rental rate for such unit and the term of v the rental or lease agreement. In addition, during the Affordable Tenn, 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. Crash 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 Qth eight hundredth th n nthousandth 1 th dwelling nit within the Project. SQ8QQ ado c Q0Q d o u g( )) g J The total Cash in lieu contribution clue 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 5 of 11 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 confinns 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 it parcel of land for a public road comiection, including right-of=way and granting of easements, from Rio )Mills Road to the Berktrtar 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 tunable 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) ,r 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 Stour. The Owner shall construct a Transit Stop within the general location shown as it proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination � h, and approva l by the County Director of Camrnntmity Development and Regional Transit Authority (if in place) and shall incorporate it 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 ores shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars (S50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 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 tire 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 =ement. The Owner shall establish Construction Entrances to the Property in locations as approved b the Catn and VDOT p y pp y ty as part of the Erosion arid 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 I in the preceding calendar year, the denominator of which shall be the MSI as of December I in the year preceding the calendar _year most recently ended (the Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Crash Contribution due for the imrnediatel preceding year based on the formula contained p YP gy in this Proffer 5 (tic 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 S5,447.57 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 tinder Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimurn 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 Crash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being aid in increments, co b p the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit f'or 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 nunnber of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection, and vi) the Trail Network, (collectively refened 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. hr 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 Itn-kirid Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (I") CO issued for a dwelling within the Project, the Owner shall dedicate to the County, b General Warranty D n without f s y a ry ecd a d u t out ec simple title to a parcel of land far 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 Irriprovements")_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) PernUt 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 i i n f the Greenway, n art of the Greene that has not been dedicated led e,at o a e Gr ..enway, any p� Greenway � o d d catcd by plat, shall be (within six (6) months ofsuch 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 na fisig � along e althe Trail Network within the Darn Break Inundation Zone g 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 tot- Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on tire Elementary School Site. 8. Public Hiah School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County,. by General Warranty D h an y Deedand wtt out consideration, fee simple title to a parcel of land far 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: Brooldrill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for• the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval_ by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner- or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8of11 CL t,1�10 SCOTT R. COLLINS� Lic. No. 0357914b_ SrolvA>J E C!f z _0 U w co Z ® < UJ LU 1 N a � w z LLJ w z J J O U 0 C a� C 0 U C ar N a� L Q x ar v s 0 (13 C 0 C 0 U V3 s= 0 U `o v c 0 c 0 U D U3 C 0 U 0 "D ar Z) IT PHASE l INTERSECTION IMPROVEMENTS _ • d ,_ fE t. , � f�, •y:. ;`°� , . a: „-,�,� CONS rRUCTWNEW V✓ESTBOUND F LEI -!-TURN LANE. ON POLO 3�5 GROUND5ROAD WITH . OF / .. ��r` • " � �" .,^,_„_ �h,... f a:. STORAGE. a EXTEND WESTBOUND RIGHT- TURN LANE ON POLO GROUNDS ROAD an �,...:-�.s 7, -,° �•;:,: 1 ti �tio u PHASE II INTERSECTION 1� ° � T-�,s-fi ' �• FROM 5 `oFSTORAGE TOzoo OF IMPROVEMENTS! ""'t STORAGE. rI.' CONVERT RIO MILLS ROAD TO A R16HTtNlRIGHT-OUTOP_RATION. a T• IN ER SECTION z CONSTRUCTA SOU THBOUND ` 1 ��•.,.� "` ROADWAY, PROVIDING (1) - .f T. • LEFT -TURN AND (a) RIGHT -TURN ~� �!e., LANE. � CONSTRUCTAN EASTBOUND PHASE III ROADWAY LEFT -TURN LANE ON POLO / GROUND i. G _ - IMPROVEMENTS ROUNDS aSuFEET OF STORAGE INTERSECTION 1 _ T, CONS .RUCTAGH T-RI G )tt RIGHT-G j� f u t RflADrvAY ENRA[vcEro ROUTE zs '�«.• -_ .� CONSTRUCT A NORTHBOUND RIGH' r ''tea PHASE 11ROADWAY IMPROVEMENTS ,g TURN LANEONUS29WIFHxuo'OF PHASE I INTERSECTION STORAGE - IMPROVEMENTS OD PHASE 11 INTERSECTION / IMPROVEMENTS __- / PHASE I ROADWAY IMPROVEMENTS INTERSECTION /// CONSTRUCT NORTH BOUND ROADWAY TO PROVIDE (1) LEFT TURN LANE & (1) RIGHT -TURN LANE r e 1' • RESTRIPE PAINTED MEDIAN TO PHASE IV INTERSECTION J PROVIDE WESTBOUND LEFT -TURF! k;a / IMPROVEMENTS LANEONASHWOOD BOULEVARD TP1rt t ,✓''^Y-.•;x^S `.`>,y I -, ,'.' WITHaov`OFSTORAGE RESTRtP€EASTBOUND ASHWGOD BOULEVARD APPROACH TO PROVID gh -�i 1. -. `(2)R;GHT-TURN LANE �" FOLD GROUNDS ROAD p "c , a PHASE 1. r ERSEGTIUN �• J A t / ,�.• -t1 ,.. t, .� th �..,�. �,. i �.,, IMP RQVtIrfcNTS INTERSECTION '__-_�__._ _. u� 5 CON5TRUCTSOUTHBOUND ROADWAY TO PROVIDE (a) LEFT - z _ PHASE I INTERSECTION PHASE IV ROADWAY f J TURN LANE AND(s)RIGHT-TURN f • -�Rry� YPROVEMENT5 IMPROVEMENTS ! LANE ( CONSTRUCTAN EASTBOUND LEFT• TURN LANE ON POLO GROUNDS ROADWAY WITH 1Sd OF STORAGE. t; Bt OQKFiILt. TE AF C PHASING PLAN LU I w: t , ( a CROOS50--WALK PEDESTRIAN t EXSrIPi[ TR€E AREh 7RA'ILWAY COPCTIOT$TO ?RQPOI E 9 \ 1� i� '. x CONCRETE WAL 'r MYDOTR �MPR(VcMENTS-$WP+t\Of�l� l—"� 01 ¢ g.R�O01 PASEDSTREETXr, I AK7I CONNECTOR ROAD 'r .10 -, '} �`_ - ,<' `',1•• i s 9 , ` / I15TING II .j �PRO..45ED LADI05C.A@TLF�G FF OF EYERGRE 'V 5 ALO GCONNECTORH io jr PRO POSEDP PA1H:CIAY CON c.ntiN"1 I � �j tiI t 1 FIGURE C: A+SHWOOD BOULEVARD CONNECTION IT ENTI;ANC€Tq gVit;{Ry j/J TM P46-:i4.A TMP'45.58 ROCVYDALE CHARLOTTESVILL PROPOSED ROAD CONNECTION_ t113ARFY 0ETwEEN PIO MILLS ROAD AND \ I BERKMAn" DRIVE 1, _ HORNELRND CORPORA W5N r - TMP45-Ge HORNELANE) ! CORPORATION 7TAP46-A$D CRAFTON J CORPORATION FINAL AL1GNMENTOFBERKF1tAR t DRIVE TO BE CONSTRUCTED BY 2D17 l fi (PER VDOT foe -A CONSTRUCTION PLANS) f l F 1 F ll Th1P46-18D / r} CRAFTON f J 'CORPORATION l fJJl �ZQ FIGURE D: RIO MILLS € OAD ROADWAY CONNECTION WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: J By: ( P---, K ivflrlTlLE i It. IIAUGTI y By:'LOL IZABETxAIti1Yr OGLS€i'i'fI tJGil Date: ZL&L& f A- OWNERS of Tax Map Parcel 04600-00-00-01800: B CI IARLES R. HAUGFI, TJ us—r ; l By: - ! DOUGLAS �OO BY TRUSTEE Date: !S- — CJ OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKE 17 CORPORATION, a Virginia corporation By: auy 1,11 80. Ault O. Haugh, Its President f Date: s`r'� S 2 J % Page 9 of 10 E CONFIGURATION AS E PURPOSES ONLY. THI OF POLO GROUNDS )RDANCE WITH THE FINAL APPROVED ROAC FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT 4I / / { PROPOSED 60+ ACRE HIGH SCHOOL - ✓ SITE t } TMP.6-t8B AQRNELAND CORPORATION T 4�_ O t,'2 , CRAFTON CORPORATION JL' PROPOSED 7 ACRE f ELEMENTARY SCHOOL 517E FIGURE E. BROOKHILL SCHCIOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-OD-018BO: HORNE LAND CORPORATION, a Virginia corporation Ann O. Haugh, Its President T� Date: ^ `� F. 2!U1 q — OWNER of Tax Map Parcel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, its President � _ / _ Date: } C�_ Page 10 of I I ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOJUJILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS 04600-00-0U-018AO, 04600-00-00-01800, 04600-00-00-019AI, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, AND 04600-00-00-019B4 II);RDAS theapplication JicatiD - t for . WHEREAS, pp n to amend the proffers that were approved with �U 15 t 0007 t.,l Tax Parcels 04600.00-00-01 SAD, 04600-00-00.01800, 04600-00-00-019A 1, 04600-00-00-019A2, 04600-00-00-019131, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the `Property") is identified as Z114A 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11 "); and WHEREAS, ZMA 2018-11 proposes to amend 1'Tofler Numbers ID, IH, 6, and 8 of the Proffers that were i - a 1'OYed 11T GOIl LIIIL'�tlOtl 1lltll ZMA _ pp 1 015 07 duo to VDO'I"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 Yalue of the credit for in -kind contributions that are available to the developer, and to reduce the acreage f e u the high school or institutional p g gk 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, 20 19, 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 Cade § 18-:33.15.A(1)(a); and WHEREAS, staff recommends approval of ZIvfA 2018-11. BE IT ORDAINED by the Board Of Supervisors of the County u IF Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2019-11 and its attachments, including the proposed amended proffers, the information presented at the public heating, 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. 4 A d 1 Claudette K. Bor gees n r `, f 1 • 1' Ordinance e du hercb Lc, ttf that th1, t 1GFT m writing i.' •true 'aticct copy of . rdmance t~ , Y Y � g is �c p} duly adopted by the Board of Supervisors of A 1bcniurle County, Virginia, by a Vote of six to Tclo, as rcr:,nrdcd 13CIOW, at a meeting held on July 17, 2019. Y Clerk, Board of County Sup T lsors Ave Nay Mr. Dill Y Mr. Gallaway y Ms. Mallek Y _ Ms. McKee] Y - Ms. Palmer Y Mr. Randolph Y -- 01L NER of Tax Map Parcel 04600-0040-0I9T,1: 13ROO IILL APART-WENTS, LLC, a Virginia limited liability company By: C_'.DG Holdings, LLC:, Managing Member By: Haystack Corporation, Man' ger By: _ Andrek cCl'Ginty, Its President Date: �/G3 2�5'1'07 BROOK-IIILL INVESTMENTS, LLC, a Virginia lunited liability company (Contract Purchaser) By: River Bend a men Inc., Manager By:® I :clan R. Tay or, is President Date: ;, ._�_.--got� Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle 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, Albernarle 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 suppo its the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLV ED, 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 AyeNay Mr. Dill Y Mr. Gallaway Y _ Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y 3 SCOTT R. COLLINS�4 Tic. No. 035791 ,2a IarrAl, w W z C7 ,T H 0`,� ,� , , 1-1--Ll. I I \ � 11 F . � . - . " � )��, I ��, , , ­_-, \ I _\�. 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' `1- '�OPL,EVARD ENTRANCE 1, -L ­ L� r" .� Im - , I f i� �-,M:rX- 11 ',- I INTERSECTION OF MAIN STREET AND ­­ -- -,, ­_-­ ,­q,­­­­�,�';,­�'�L I ` �, 0, ,/ I _F (TYP.) � 0m " . I 11,A19 � ) ?0*�, , " 11 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET I I I ' - - ., ­ ­ ­g& � � / ij�� " .1 , - I � __L__.1 11 I c I " THE NORTH/SOUTH CONNECTOR ROAD 4 . g "?, , � , / ,,"., I , I , ",::,: "' ,/ I , / ,- / - - --, ,/, 11/0 I ,,,,, 11" !.�.Iii� 0 -, _-) , L. I � �[ 1, 1 ; � , Ill 171111�g' 't- a �,_ � I . ..... , , ,� " ,,� /-, � � . I CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. 11 . . , /��' I ': �!�i:�!��!., 11 , � I :. i _.. � �7;;�11 11 -" \ � / .."i ­�%,�­t, 'le�, ,­ �:i�!j: ­" - . � t I �"!,;-- - P / ,?,�, ��]�]�iW I I -11 ; � ��� . I I �gN I , I � "n ,. , // T LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE , -, , "/ I , EXAC I , , ; --l' "� I 11 ,11 rg -zr - . ..... - ­­ �§� ! - I 11 ,, , ... / ? / I I . 1 2. -1 � 'SPACE-----' ' ' 0; � , f w -gg t " � , I � �,.! , �� ' ,, , 'n---pig"�g -,,,� - . - I __ 1, -1 i : �% I ; . ,�, Z��11'�1111 � , I / �_11111IZ91xll� 1 , ; , / � , ., � , ; / I ��r, -11-i'�' L L" 1", I , ,_ 'L 0 � ,?,�,J�V I, , �� � , , ill ..:�iii��!i�ii�i�ii�ii�i�� iiili!ii�1�10:: ,v , "I , . I / , _,"> 1` I ____ DETERMINED WITH THE SITE PLAN PROCESS. \ I i lix"', � � , - I " �, I 1� I "" ii.�ii�i � �,,�J// ", , ,v 'Ll_? E"11 , _.,___11____._­­, , I � -OCK 3) "I ; u1-IzI\I i -1 - 94 A X , " , - 11, ') i / ..., , t , \ �1111'41' i - - " 11 -1 ; I -, d"I I I / � , , (B " , , �i�l I , �!�i.ggi 4 K. I ,� /', I i e , ­!v � , z i , /1 I ! I , I / �'��,� .1 11 i .rrf - ,,, , _- - - , ".., ' , 77! t A� - �v , 1-1 �, � - -_ .- -- 'XI 1, ,,�.,."%­­',­�, 1�1� I ; "I I lro," Et , I-- M!�111'12W�` I � I I � " " j I . .�,f W., 1 , - - (TYP.) I � I 7/01/ �7 Al"11, ", h � - "If, I 11 .1'.1.1 , / ,./ ,;; I I 1 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCEWITH 11 � 11 I __ - - I I 0�1 "N "' � -.,. - Z11 ` g @ .1 11 I I, � ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. , j �; !! 11!!�i�ji - ­ - - -, __ - , - -r t I ,.,., -, �]� li", tjV0R14_,4x1 1 1 ; i I . �:: 1-1,11.1 I'll I - I �.......... I I �_;;�� __ _-- ­ ­ - - __ _ __ __ - '" , - - � a - , �,�glg -5 / r_1 i , , ......,., � -1 / 11 � __ � �g! g " % , ,'�-,­ "' Nal*0� - ..... ..... I ..... /I - __ . I � I _,,_,-qi,_/ , 1 ___ " ..: . ... ... . . ... ... ... . , -, " , , IN 1 . , � � 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE __j � ! , z .- -1 -1 " - , / 11 I (TYP.) '�� - % '/ I / . , ­ 14 V'1,511 gill - I , , ---A —, - I Q ?_­ '� , , ,�_� � . �_ IN, li, " - -_ "�-__ -, ' , � sli, 16"I'll, V , " IA-E I ,, I "r, -, � , ��, ,.��,­ . 1 _. , ye", , - // < , ;.'l �111�: �_ , I 1�w ",." MEN, � I 14 , — I I 1�i I � , ,_ - -_ - I I e.&IM-1 - I NO', ) ", /� i I A �_ j I'- I ,( / - L 1111 EXISTING :Loo-YEAR ­­'! �, ­� . e0l, I" I '::: '' . ......... ­­ - - :,::;:::: e� I I __ , .Qd ��'F.­L"­4.,� I � I I . , ffi I , � ...., ; ­_, , � N, OR FOREST LAKES. �._ �� A 11 "I j ) , � " ­ " ) U I ,,�_ V., I ., �, '. �,l ��g -w� I ( �!g giv.q? 1� �\ I �,,.�'. ", __ _ , �0:11 , - "/ I I I � . , - ( , 1, "I __ - -FLOODPLAIN k, ,F.j, � -�, z,�- gm� I . � I I/ I - m - I I-- I � =_ , �- 11 I ­11 '. ''? �,.q , , � .]��i�i���!� ,.- , , ,g.,�'i, 1j't<IIVjIIIVt 'L.. L I �",,� _,J L - ZONNECTION OF THE I 11 - " '/ / "... , �,.��,,�-, "g"I `;` , ,�. : ' '�' , � A. L ll __--­�� ��,� "­ -g r 1, ) , I, / I � 'L 1� (_ __. � , // -:��..,:r , " " -- %� "my m I I I ��j �!� , EAST/W EST CON NE CTOR R OAD TO P OL 0 GR O U NDS ROAD BOTH REQU I R E FI L L I N G WITH I N � , , � � I �,,Z- �', I / , - L, I I _ ­­ - 11- -1 I - � ,";,5 ,,_�,.,', ,,, I 0. , �� "i", � ­­­ , , I � i / . I , - - i (" / . ,,, . , - " - I I . , k -, - ` 1._­,-"�, �'111 ­,Ip� , , ,z , �_ ` , i - �, I - - - _1 - -IM , _t� 1 " _�_, T � 1 � "r, �i, � �.,, ", �� ( __ � 1- -, - . I "I. - I - - )_:,� -1 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE C - �� , I I , I'.- ,, I.. - I �, ,��;j ' ' ' �MMM:l � ) , - " , j'TRAILWAY (p ­ " -.,' ­­ - � ,,, ,.­ , W§g �',, gv- , � RATI �, � ti " �',....� I -, ---,// , � .-"- _­ ­ '_ ,� ", ""', ',\ 1, \_ � - I �,� I * �, Ig '-_, ""­_ ' " - ", -""_� I I THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOP, THE MODIFICATIONS . :L ­ ­ - - � I L5 . I , .� `� - 11 I "' � TAREA ,- - __ - f TO THE FLOODPLAIN. -, 'T, . � I � . , , z,,� 1 ... 'L�p._�f' '---- , rf� -.� __-1 . , " / , __ -1- - ., __ , I " � _ __ _ ga �_, I I � " ,14 , � � I � , ;/ - _� -1 T�M- 46 i8D �. �� ..... .. �` ,,\ � , - - -1 �- 011� 30 'p . , L' . I ,.".,.,� , \ , '_ , _­ "% , 1, � _. . MO 'L` / � .. .. .. I I � il , ... , � CRAFTON CORPO '.... , � , :)�) , � , I �. i �1 , , - �_/ / - � , , I , I . m, � , , " ,. - - - ,;) � z .""'!Lj�!��j���: � __ 1, , )IN , , �, m e,-" -�, . ) DEVELOPMEN _____ � - , �� "I 1 , _' - (BLQ � ��;j�i�!��i�il�::z;, .., n, ­ I I - j, i�l - . ­ ­ L_f ) ., �, 1, I - T� � li,�,'.,i; �111.1.111 I __ - L., , L�( I - ,, I - I I I I `:�4,.,, I . I g�!,� L , L,1 - �'W, "_4�, 1 "' I , I - I I - 11 I "" , I I .!� ��;�,j� ; 1. I I - I / L'. � , - L " , �f�,�- ,� -18-422 , - " ; I - - I ' - , -��]�i�i� . - � � BOUNDARY (TYP.) _/ 0. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN L_u , 1/1 , - ., \ , -, � 1-1111""I'd ......... . ., I ­1111.11 __Ilv!"_�. � � �', __ia , , � , _ i . �11, , __ - � - , �\� ' I \ � ­ - I - I I � T -7-'-' -� _/ .- , .,-- �. , I � I 'L L � . ..... :.-­ -7, m � /-,-) I 11 ACCORDANCE, WITH ALBEMARLE COUNTY CODEE . EACH PRELIM] NARY SITE AND I ­ � ; , ROPOSED NEIGHBORHOOD CENTER . 11 , , ' L I L' , "��,, 1,14, ,/, - 1� � 11 11 1 4 ; I I 4 '' 'L ", - L I L .I-.,�,t __ . ���:;i::�i��i�:i�������������,��',;�!,,, i%�& . 1� I " / I � I I f- � 1. � ;: �:! -i 1 .1 . i � - , .1 I _ 1, 11 . I'N��]�R��j�j� - - ",_ - L, !:��!:;!::�!�i!�:�!�i����!����l,�",.,:i,�!, I - SR.il , I � � , " .1- 1. � IL11101 IS OF PROPOSED REZON - ,// SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE .... - " I ,� T;:�:!��:;', � ',,� . � . � Z' Iq �- I , � , , 11 0 o � � (7BLOCK 17) J.'�' 11., � . � , , � ,,,, ---- I - "I PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. � ., / - , , �, ; � " . � / ii' ,f7 ,��:----,�� (LOCATION TO BE DETERMINED 1. I - , , - � I . - 04 !ii� ',.,,� , / - , - �:j �E - ��, - � - - F_ , , / .`.'.�1�111�!�!!.'.,!; " L ­f - - I , �rr; , p . : . ��, F 7- . �j:j: WITH FINAL DEVELOPMFIJI I LAN., ,� , IL - -, I -1 ­ I - �_ _.� - - -1 , - � � / /, - , ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE S L I I I ',.';L,( I � , I , , t;� ";i-, I I I I � 11 I - ­ -7 - -*. ?� :�::::.:.- ZN1, " , -, ,, / ­­"? � 11 i i I I 11 / , 1 F-1 I DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP UNNY 00%% ,� � i � :�,i::. ;"X" Y L , , L - �- -7 -, "i � 1 1 � 1,�, , " - _/ � ::::s - , \ , � " _,,,, I �f jj I �".,,.',,�j,,.';L,( � , ; �x , ` , , __________ , u , � X., L' �, , , , �__:�� /, , I , _L - , �' ,_ - - � , , " �' " , , , ;, � - I � , ; �__ 0 !� I ". � �!-, - , , ", �, _. � I , j , 14� , , \ , ` I -�kl � 1'. 1, - - 1_�_' ! I � ��, '� ,, L� ;1' " �,�.�,,;. � I, _ , .. 11: 1, ,- :: I ,_ '. L ... � / / t f '. I'll i� � f I f � \ , 1,_11, -� 1,�,i ,, I I I I / � ! � 1, , � ,_ , __ - �_j . I i , ," , / " ! r. - -; , , , ,� � ,,, 1, ! ; ,-,-, :::�N ' ... L , , 1, .1. , , I I "'���i���i�,.i��',����.�i�'.:.":,.:,: r , -I,-, I " ' ' ­ 'J, . I . � I , 1 1; , , - C, � i , �� � " � , � L I ... . . , \ - ­ � .1, ' L �, " . I � �j:��::::%, , " i I ! , . .',.',: L�' ;; wc� " _/ INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMER(�ENCY MANAGEMENT ,�i����V �� f i I - I � �, ,� " _ _ � � � . � I � Ill I , !,. - - , � - - � I t��',i � _ r , _ �, 11 ��� iii . , I t I 0� 'I , ,� I)? � , ; t��!',� 1. '---I Z :z PROPOSED -ioo'BUFFER ALONG RT. 29 !1!1 . ,����i� Z I , ...' ��,,: r�p I - " . 11 .1 �� ,-�,,V'��;­, a ,� " �� " ­i w . I -,L- SAFETYACTION PLAN. ., , � I, 1, _� 11 - - ! �_ I I � . fi / U � I � � I -, , I \ 1, i I _� 1' 11 I , , �r ," i- __ , / I , 11 '. i ; , ; , ,,­' 11,­­ � I I � 11 .....'..., .... I ,,­_��4,?&r� I . , - - - I I I I . , 101MM UAV-0011% R,.- , � 11_­--__ , 'I , L� � -- �./ I , f I � - ­:;, - �KXM , / I I : I , , - -I '� -3± ACRE H ISTO RIC ­ - I I ,I '\ k cl�km;:::iq � I .. � wig o , , ,.� ! ��l i/� i , \.� - Lj_j < , 'NATURAL LANDSCAPE BUFFER iiil.` ��.'Iii� i j ""re I -1 - - - -, 1.,: 8. TH E PROPOSED DEVELOPM ENT SHAL L IN CL UDE A MINI M U M OF (3) C IVIC AREAS, AS SHOWN � BLOCK4 i ;�:�,::?,l �' ��]_ � . � � WNI-ffi gis ,�?�­, \ "I ,",'�. III I � _i a A , - I" IN RR�Tg '__1 ,� I I I I I I �% � & I I Ln � 1,f�!��]���,` .(, , I / ,,BROOKHILL PARC (BLOCK 5),.J ) m .- "'�'F`-�"'­�" -,,L " ­­­ , "" , " \_ , � ­ - / _.- �1. /� , / ; �_ ry-r�rv�.� : . __ __ �, " � "'., ���,�,a-,e-�l�f-,g,:,,���- - IN , Sm r - ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE I. -I 70 �!I, � " 1"� EL- BLOCK3 ,� - 1-7117--1 - ! % , - I . ", I , I � I � , I ��i�i��i��ii�.',i -i � 1, \ -, � , �_ ,,ALBEMARL COUNTY EI�Rk,_._ . ,%­% & 3o'LANDSCAPE BUFFER �1 - I �� -�� k, ­ , - . __ � � - I ri i I L ), .1�1 11 I � 1; .,ii��,�������i��i���,.�iiii!��,!�,�i i, / '� e ", I & ; ." 1� ­ - �, , "'i" , 1, - 11 1, " I ri-:�­ � �r _j I � � �1 � i I , - - " I- I AMENITIE5 PROVIDED IN EACH PRQP05ED CIVIC: AREA, a I � __ - §'�0j,M�� . " I _­ -1 11 I � � i i j I ! - � L � . � ", " 1 oggg, , - .11 ­111, .1, / . I ___1, THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO TE LOCACIT _, - --,__,I-, 1� 1, , , , � , ­ ", - ­­ ", ;�,­r-­--­---­..M_fL, � , _� __ 1, , - I... I 1, / __� __ � - � , , � ; , , �, L , ,j:��At f � ,� 1 11 � " E rX.-imm"11 -.11 1� I z, I :E , � I I , �: I I __ - -1 4 'l , � I � il� I � � \ / X\ MANAGED STEEP SLOPE � vk� Zm�*., _1 � I I I? / 9- 0- i APPROXIMA F, i -, , � � __ I 11. " � % I ,� i I I , ? L _j I I T !m I , / / NOTE: A PROPOSED MULTI-USEF _111 ,i I ; ::�:: I i - ,� ggg �.3rr-r-l\j V'�L 111, I � - � 1. . gi , � I , I I --.,/ ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER < �.��_ '. HISTORIC MARKER FOR THE I , I I : � � __ ". ­ � I - .,.. , I �, " I - - - (TYP�) �� 1,� -,, . - .\� I /J� a. Z < rl- I 1. . - ,�., 1.:1:1:_., __ ". , I " .�, I f",;,�;,, P.) I ��,. "' ,'_ . I . I MANAGEMENT, AND EROSI ON CONTROL MEASURES, AS NECESSARY FOR THE .. - , I ,� V4, , MIMM? "A I " " .. , �D. - I I , , , -9 ,;;, 1 L 1� % V�, it I r, .., - I x �� / m ", Ili'! I, I I 1 I � IS PROPOSED BY VDOT ALONG I HE i ,�i , 1: - , , '.I 11 I _. , . x 1, i ! i I I BROOKHILL PROPERTY L - - - __ � ;Xl�,W0 (TY �, \ __ , w _/ L ---) I � r� � / - - __ __ - , , , , - L " " 4 �,)'i -A I j DEVELOPMENT. , . il�,,__ - 1, - '. , :., ., . ` �� . - . I , - %� I - . __ I vv�'; I / � -,? L ., ;, \ , , , -1 - '­ L ,�:].,� - I � � ,ii, � � in� ;; _.�,',�F! i , 1:, � L . L L , , , - "� �11`: , I I N " L L L L. L­ :1 - -- I ,� :,I"( I i i , /I y . L \ TiON POINT@ON THE APPLICATION PLAN SHALL BE A FULL VLHICULAR ROUTE 29 FRONTAGE Or HIS i L L .... ,\ I �_ I 11!iilli' 21 � � �i�'...���ij��!, - - , - < C) LL L L L "r /11��, X,!q - , . \ ! I I t , M - , ,10 N ,_� I I .:� � �': i " ',�11 ' '? , _ 1 , , '; �j,� 2 Lu � A Ni�� -'ROPOSE�b \ . ... .. 0 , e !/�/ , , - _-;�_ �_j I , , /� PROPERTY. PATHWAYTO BE 1, / I , , � i I L I ,,�P,5�17;;, � ,/ /� L' 10. CONNEc / 7, - I i�' ,�ij: i ..'', ... .. . I... I __ � , � tii/ I k : �z , '.,L��. ., , , ,�g;,jxj:::j:;j��:�j: � - , � _' , " � " t�;�.,���,�����'�,�li�.�..�.ii��!ii�� W I --tr- ' q L ,::L:,L� :�, L::':.:: �'�LL; ;: . L ' � 1 ,­, I � � �­ , I ,. ' I " : I i�. �. :� I-, . , ., LOCATED WITHIN THE VDOTRIW. � __- : �;�;:L�::��'.]:� . I , gi � 11 1 NTERCON N ECTI ON TO MO NTGOM ERY R I DGE. CONN ECTI ON POI NT (D�HAL L ONLY BE A �_ " , " -` , 1, N, , � , -­- ­ �, " C_j 'I i�;"., 1 ,�,,.,..,:i,.,.7?,�,.�i�",..""..����..�.,.,.. I . : - I ' I " I , ,�, � TRIANIBI CYLL ACCESS CONNECTION. 4" ) _,, �M _ !X�,, �i!:�:i�::�::. :,.� , � i I ,_ ,-,-' -1 \ �"._ � " �, ­­ ", , �� , � , /"I/ f I PEDES 1�11� 1, � �_, I p �� 1111 111...�: ..... ­::�:.:�. � . 4 '/�i��:ii 1 k L "" � 1, I �, �, L :� �-- M , , ;�,, i ,,,­,;v ,� r � ::::::: ... ' "L ',7 ;1 �, 1!0 I- �'. � LOCATION OF 5 T I N �GG I 'L' ��V7_' ", �eqv� 11:� � � I ." / , , 1��::::! , 'I, , ��, , \__ k_4 I ;: .... I.X. '.... I 1 a �, ��/,Q/ � 75;' , �� ___ � -, ,, , 1 if :;:�i ���ii ,,, ��!ii� � �L, DUNN CEMETERYTO � -, I ,"L�:j�� ! _' � e,� , , " K.::�.: vg ,jit I i 11 DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE. SITE. (D , ,� I . F, \ ii�i�!�i�!$!�.�..*��! BLIU(-K I , �� ,"�";_j'� �:'�_,�_ -, /� , ,� �.t ,'; � �: , N�� b" I < 11,�. \. � % � I ! - '1�11 , , I �' _ , �&�.j� I -11 ,_t_jj 1010',� � � �i,' I " �', �,,� / 1 1 1 �, Ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THETRAILWAYSTO IDENTIFYAND < � i � //// I I , I / ' / t i I" ' ; \ N , � - , ��gt��, �"11 A" � 'it I � \- � , � � ,r - ,`� ,O - 'ofzlz I, L-z;/ 1 , '� 1, NOTE: ALL 5TORMWATER MANAGEMENT FACILITIES . �, ?, 'r I\ r� I I'll, (.) , I I , � � ,I' . _:,,,,, ,� 0 1: , " - _� , ,O \�� ,L; , 1 ,� ; N _ , �, 'i". k� , / . ��,��j ­L:' _- ­�, N I , �, L&C . , 111-1 , I ,:f m ��2,�w , , , I \11 ,., / ,t) t i �L�:\ ... I . I I k � � I - - .1 � 'L, L __ __ 0_10 r ��_� . ,; . � 1'' , " \, \ - , AND EROSION CONTROL MEASURES SHAL E LEGEND z I ', � , / j �; �! 1. Ij � t � . � ' 'L�,�! �i�:i:::� V , 1 )/'\ '� \ ". '- " �,, ­.. 11, .. I _� I 1, 3'' , � - � , !; i, " I .1 I I � . / , , , I \ Q � I , a " � I'll � z __j I . � : � 'L -1 I , '_ 1, - - /�, �/, _. �/ I ,*,, ' 1:�,�]: , L,':�� �f/,�,,J,1, \�, ` \ -,, , , I " .__ ,-, Z " I - ::� :L::�� Z_ - I I- p­­�,-, ­ � 1 , . , , . F7-----1 � *1 � �,:�:: � I � , - % I I , r/zw/g, LOCATED OUTSIDE OF THE PRESERVED SI 1 ES , � I lt� , �­ � L�� GREENWAY PRESERVED SLOPES c_ < '. I �,, "N i , - ` ; 11 BLO( � I � ��; ::: ��:i�! ��;�.:��� \ , '�,"I,,, � ROPERTY DOUNDARY(TYP.) . \\,------ e, 0- z , i I � . , TEEP SLOPE , I __� --- ,�, - �, .,� � . ,� I L " � - I/ I I "I : � � 11 -\ K , vg , = : ", �, �".I'. ;­ ;I , � " �' � " Z " i ! j?, I t I ;, 1, 11_� BLOC \ I " " - .- " _�_ ,, , IffiRl " � ' ' k . � " I � j , I , I I � "I " 1 )I r', , ,�, ,'�LbtfVfl L _UUNI Y � , 1, I �', , L \ , ii , Ili � r, . �� il � �111;tw,v, , . J ���i.� � \ PRESERVED s I , � , ` "I" 5 11 !" � � ", I .i�:�;iii.�� :�i: �:�:��i�J�i�i!�:�! � i '� 11 , 1A �WOI&14�0 , .ge— 1 I I y if �� ,� : ,;.:...::..L: j i , � j;i�, I �i�� 'i � , ,� :,;::;:..: - L " I TYP.) "",1 ', �," , _____ I 1 I � : ::.:,X.�� I " 1, ­_ - "_ ,`c,i_ / , " ..... I ; . " " M VEGETATIVE BUFFER 0-,� �r �� , : . �1' ( I I - M MANAGED SLOPES < 2! i, 11 \ /` - X:: � � i 11 11, - -_ NOTE: AREA WITHIN THE:1c)dBUFFER � ,4:�('4,d' . : � , , '� <!­_--,,, ­. : - 1\ � IM�_1111 11�f; -1 ; / , ,,, � ,­ �, �� \ ,ft _._ . I C)" Cl" " .", L- _ -, - ,r,...,',','.'1 ,,�) ,i : .::: " ��� I.. ql 11 t, , ,, � L, � ', " \ ��, -.�, t� ,&, , - __ .1'.. I - __ - I ­1 ----____ < I I ­� ii .11 . \ , -0 .. ".11. � I L I " ". �!::: 11 I a 11 � -- AND OUTSIDE THE EXISTING TREE � . ", _ I .11 - `� - I , I I , I z , ___'_­ , r, !��,ii, E - - , ", f­ - . , - � � _v > - ­-, ", , ,�:�:i�:����!��������!�!�!�i����!��!�����. _,.,� 0, I (' / � �;:i:�i$, - I --- M OPEN SPACE �Z' , I" i " I I LIMITS SHALL BE REPLANTED IN - __ - ,��,�iiii�iiiiii�iiiiiiiiiiiii�i�!l��������:::::�I , i ' 11:1 Wri):., I �� I N F-4 . , '. /:::::::: , : � 1� I I ,f.�, " i,�' ,­­ " " " I EXISTIN ; luu- I MfArl, �, 00 %r � / � 'i N.- 411. li*�'Ilffl Z�11__W� it lv,r� :­ .... .. ­�_;­ 1� / - �� . ___ - , - - ­ I i - I - , _­1 � -�._ - ACCORDANCF WITH THE PLACES29 'I � I , � f I - -- _ ,,`��!!���. \ 'L� bEV I .__ e­_11 0 %, ;. '. - --- cl� I �,(,-_" � / 011. I ING BROOK i , , AREA (TYP.) ,� i 1% ,6 ­ :��, , - W � � - ` ��:�,� . ` � I � __1 LAIN (TYP.) I �� , -­�,�­­,___'��,,­�, � r : %,WITH H OA APPROVAL, A -j_o'MU LTI- USE PATH I ----- , - - - �/ , �- , ,�� ;�, �,��i ��]�, 1� I � t , " / , , , 1 r L - ) '! I , , - .1, . , ; I - __ @M��'? , , :.. , - �", r_", � s 11 - .- . I 11 HOUSETOREMAIN-_ ' _,�,� , , 1,11-IMITS OF igTH CENTURY 1- I .1) 1, .1 � � I . I - p , - ", , __ 11 ­ "� '- �1 0 , i , ­­11 / ,.I -, \ '. -1, , , ­ �0 "I � RN � - 11 - , I I " � , ,� , - MONTGOMERY RIDGE. THE HOA WILL NE - ___ I FORLSTLD BUFFER REQUIREMENTS i � - " ,�'� ­,,7-` NA , � .- , , , \� "11'�__ - \ " � t �, \ 11_ _111111110" �, _j "I .v 1� �. m GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS � I t Ill k, A 11 f I - - ,, t w , "m I E-1 '_1 ,i, 7, ��- /, - I ___ 11 ) � " ?M­1%,v V, -11 11, SHALL BF EXTENDED TO THE ENTRANCE OF _____ ,� , \ ,ix ,,, _ �­e, ,,,4'1:�, " - . - w , - pl,; I � ,�,� ,,,� "�,�,,_ ...... .. ..... � , " � g g, g, � � - ___ WETLANDS _j � , , ;, I I �"M�,��"­ �,'��',�'��, L' � - - __ I 1101 r_ u = li;i . . I 'g,160"i'�Q "', ,-WkZmv??� ­�jj. x �� HILL - - ­­ - I I - �', � ­"' � ..'�'. �, 11 / ,,.�jCOMPONENTS OF BROOK _ " � ',- , ", I , ' :: " ,'IL ..... �'.-­­: I I ,, � , ­­ , \� ., , I � I , , ,�., : . . �'r � 'i - �, r) �_ "I " 1pl_,_� I .- , / -f�._,_Y­rt�' I r,30/7­1 --- 111-1­ 0� t I C�, "' � , 1"� \-TO A P PROVE TH E TRAI L AN D EX EC LITE ALL , i " , ,Z . ,,, -1 . � — I " �,.k5 � -, � ,,U/- L - , , " I � L, ­ I ,,,, , , ��, -­­­ I � , � " "" g�,=,' � pt?6 � 5 , ',::�Ri�� ��;���,���i!�l������!���Il��i:'-���i',,I � DEVELOPMFNTAREA - I I/ ,� - , 1, = I - _ � - I " � , , . '' � - " � , ,� 'k " J; - if j­ -- �, ,f 21 .: . -,-_ , , , _ A / ", " F777777i PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL 'I . s - , I , ;,,,,,,- I 1, , '� ,,'v' t, - V, I I., - ��� \ 11 , \1 1�, - V"J'�_ ., // I "' , \ \ , , I-rh" I - / EASEMENT DOCUMENTS ALLOWINGTHE 1--j L'�:L��L� � :1 HISTORIC HOUSE & THE -iqTH CENTURY COMPONENTS OF 3 � - 111,,� , . " 11 / - - )�V, -- -, -TRUCTION OF THE MULTI I , I A - � , .\ I � �, - ,I ­__ I 11 m C3 0 C�� �e , __ - - ­ ­ _' 1,,Oev��M�A­­ F q, , /I ��;,_',_, ;�:i�i�!!�� t��,:,,:�:�::,:::j;j:j: \% . " - 0 U N DARY (TYP.) , 'L -, _1 I � .1 -,-L, , CON -USE PATH BROOKHILL 0 " I ­- L, �, , XFN I -, � , � I 11 ., .- ­ I ww ,� 4Z�11­1,,,_�,_ 11T�,,,��&-L. - I -- I . '. , , . , - C . ,� I- ­­ -----\ON HOA PROPERTY. / 111114�__,, � ,mg . /�� � , ­7 EXISTING 100-YtAK � ,,�'_j�r., r , \ -1 - /. I / .1 � " " - -, " � 11�11­ . --j [�.' ", ,,�, --, ­ ,� ­2, FEMA FLOODPLAIN (TYP.) � Lf, � ,%,x m � �e ­_, ....... I.." ­3 " " , . - -1. I—- �, , " / / . . - �� I- f _,_� 'Ill F _ - :;:;��;i�:�jlj��_ , - -'�,1R,� - __�__.' � _/__ 7-Y, vxnx 'I,/ I I -1 1�( / , 11 ; , ��_,_/ � , ,o ,�', 0 - 'm- w � -- - "" _ , _j ��7 - , - � _- ­ ." 6Z- r- r% U r k_j_-)Lu I __ - P RI M ITI VE TRAI LWAY I Ili �",rvm,� " �i , � _, � -/, !,;,;! � � � 011 , �;; �,5 j:.1;1N I 1, I ic'MULTI-USE PATH TO BE CONSTRUCTED ALONG " i 'I, (I I"'! i� \, ,:,:,,',­­��,J� I ", , �, :il-­ - " -, , F-.'N, - " � el> , , X �, . ` .OWN% I I I I I ! � 'I � " -` � , `�`O,, '? , �_, , ____ .11 I- � � ,� - , .1 " - ffi - , - ..... I I I I �t � , m , , � / 11 , , MU LTI-PUR POSE TRAIL ,�ii ...... ­ , I , ,R,?,,,�, - �' ,,-, ­R - " `­­�_ '� U�-­_ 11� I- ��;,�g, - I'\ ") THE NORTH SIDE OF POLO GROUNDS ROAD r ,_'�, - " , %Mikl,li,01 I " .,/ '10-117 "N �1­ ,­/­W��', _:�� -- � - TO BE INCLUDED WITHIN OR , - - g,­e, , " I ,g�,& - -All I I "I' � '�'L ­' ,' _� u I I 1 �,,P,',­ .% li I , , � , : " i � FMAIP - 1-1, - �� ,�-,�/�,,,, �g"�'- . F!7� - ,­ - PROPOSED TRANSIT STOP #-4.0 � � I t I i I'll I � I P, �­gl �;",:?7--5"­_`­ I I �,�, , �, 1 �," .- L � /,,,�� .�,Nx, "; I I _4 , t, , , , , ", __ __ � , I A , I . � , , - C:� 11 , �-�1_5­� � 01 �n�ix,, ,4,,�,`.�. 71.Z///1* -11 ;,�­ ­:_ ";�, - ',;,�,&'�' I p ,�,�11�1-1_7" ,XN,,,5�, - ! ---,A-' ',�'X, ­_ ­117 17 I',, I � , I I I m �� , , '' ,� " �,�,� I _� , ,, ,5 - ­ -_, L.r. , . -- , 11�i �' � - 0 / " , - 0. ;- 1� "I - _- :- I ED PEDESTRIAN TUNNEL - LOCATION To BE COORDINATED WITH TRANSIT SERVICE. 11­,y;e,! m."I""'NO", ,,ii4 'i I I 1/0, 1 5 , � �, rf vm am�_a ,e. �gjj�,j"!� � , -, 1 -7 ,,�­ - , ,,z- �vl __,� "�,' , � 0,11"?K mmw�,g� my,��, "r/.,6 , I � 4 -.,-" - ',',� -:�, -� . ��-, " , ,,, - -_ �,� ;1j .�� , ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL , ,;�,,�.,Lq ,,z " , ,;M, 1� lil ", .- �� `­/ - - A/1'mi'll"', \., * N ,�, I1, , � I 'i" �� ,.� i � � �i .11 , �,/;._/r__,_m� ,� - - // / ,:".I'.r . .............. L ...... .. .... I r�,�..r.r...",.,,.,.,.-,'.��,L,,'.�,','.'.'.., ,gm _ - � � - -1 - - gmgAo�i_�L .. .... - ___. � ........ ,i -.11- - ... 111- - i ; ,%K,�/// �` , ­­,­.. - - �, / 0 - - . , , _ ��, - - _-� I ,� - �,� ­­­ - - � I- - �.�� __ . I � " , — �W,� w -, LL ...... 1-11- 1 zz_141­v1­11?1�41111;v11 ­ I—- - - , - - , �, '-. , �,­, � O�� IQ IMPROVED INTERSE _11 g - i , - . = g, .. ­ g�� ; , I-, - I ggyg_� 0> 1� ,� . __ ___,__:--., ,�� I j I ,zv ? .: `: _ � - ,:,.I..-- I - I - �, ,� . _,-.,.-- I ­;.�.�,,�", I 0��_ -,j, i , 1� " m __... -_ , , , �� \�J'o , ,\ t� AND STOPLIGHT.i , , - % rlj,� - 0000 EXISTING loo YRFLOODPLAIN - ­,_ ­",­­ I =,__ ��,.,,­�.rmii��,, � �, -1 ­ 1) i-, _ 1. , , �­_ _'D - - — / ­.. , _-:7 DPOSEDIMPROVEMENTTO '' 1, 11 "I 511-ii a,a __ -, , �1 11� � �A�\ � ______ T I I ,g ". _ - _ - .5,� 11 SEEBROOKHILLTIAREPOR �, 1�1 .. �i'm. I _j , - - ",-, " I . --- ___� / ­­­­u STREAMS �, I - ",&Z, 1, � , � s �,�. -,- i 1,�Vj r11 _� --- ' ."',111OX, I- , - --,vusR POLO GROUNDS ROAD FOR I , ..-; mm NIN11 . /' IATfFR�r - I _ �, / FOR FURTHER DETAILS , I vog" 'r __� �, k�l ", ___1'1rj(, _1_`1_1 __ ­­,- I I -TURN LANES - SEE ', - ... - . � '_ ".1 ; _�, - _`F3_(D ­ ­ " ­­' __ -1 THLPO JUNE 15, 2015 1­11-11" "I ,.'.**:;; Y_ _", __1 I h � , gmv,Kx'­n0,,'p'g, ,� Am& 0964 *;;, 11 "_ A ___ _. _ Z'_-, -_,_,��-__"�­_ - . _­___� _g . m, " _,`� �, I 1B ,� _ �:� . , � t � , " Z� -,y --g .r, --x'.� , " I ... - 4 - -*�J._ . - - --:- __ - ____ , I _�__� * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED " I - , I � I F'­:_:,� - , , ,�`,,.-';l I � 1 i i i ", .� I g N. . - �, / LO �,, "I � , -1 I- '� � � m, p _ ­L 1 I g.-g"v, , I - __ L- __ � I �,��_.�� XV-­m '- 11 , " ­ . GROUNDSROADWAY , ,;,�,�ji , 1 ��,'��/1/01�:,N;11 a, .p. _��L� - - .11 1. - \, / " , " - 'c) ­ L- - I- ­_ -','�­­_ L ` IMPROVEMENT PLAN / �. - '' L' .41 ": I . I _ � , - E I_- - - ". �..,, - - - - _ - -3)-' __ 'I- �� , . -, - ___ - � � , __1 . r - ,.,-- '' .- W,-,��-/�-��,,�////,:�?/,',-'��,'-O-'�--,�0- - ,_ , _11" f !�� , , - / ___� " 1!;, L :: . , � n/ ., - 12 , 2�� � 11­ ,� __ APPROXIMATE L PROPOSED 30'BUFFER ALONG 3 ____� PROPOSED LOCATION OF CIVIC SPACE 11 � _ _�Lj� 1 �7m,,;gx "' " OC�,TIONS OF UPLAND CULVERTS - ., _ f 1, t�j �,�`Ilm_�� I .11 _ N_ 1�111F . � � I M , R::1 , r " J / �� Oil , -1 .1 T11- y 4&,�Y "-" f"I _____�_ GRAPHIC SCALE >� � , � , I L _`� -,-, / =1 \��exY ", ILR _____ >11, _p ���_`, , __ -,- _� - �____`_�,__� " -1 t_4�)V�__ _'_ / '_ - , , - - __ �: -11 - - 4 1 , , - 'I. /M ,� - - � I I I , , " , `�' " '� " -11 I I I - �� �� I �� I �� 11 ", ,� , — —7, " �' , , , �1_ I 11 11 1-1 ` `0 ", . - " - " _', , ' , " , `1 I- I. - � I " �` .11 I- " , I. . .�,��.Ijl !;j,j,,' ,�7 e�,� - 00 — * A , , � � �,�' � �/, X,wk��u r FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED _--. �_PO LO G RO U NDS ROAD i"f I �_ I- - 19, . :/. - , , "�,/ �/ ?11z1W,,rsZN!r0�* "' - p ,ill I ___ ­ ­ � , � � �. il - , , �­ ; � - . ".-I � � ,f 4C �� ___ ,m �­ io'MULTI-USE PATH I , 0- � _11y j 'Al , ,,� ol,_- "'Em, -'—/'DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. 200 i acic ---, 1-1 �, , , I � _�'� L . .1 " 11.1 -1 I . - , - � . - 7111_�211D _____I - ", - I.-, I I . Ii ,[ I I ,�, [ I --- , 'L" � . . . . . .1 , "I E; I " .. I SEE PROFFERS FOR FURTHER DETAILS I 11 .. --I- . .� �� I ,% -�..,..-.,,It,-,,.��.�,�z��,,:Z,�i.'.,.,.� ... : ... Lj�#���'­' ... - I., .� �� _ _ _­ I �, v�� I m I - ������ -I_ �', I I , I � ­vg' "" , -11-1 ; PR ,,--" I ... -;, ft ��Wv--.:�.:.­-�� . ... im�w­ __1 I - i, \1 — .�:. .. ,?;::XX�m: ­' � -11 "%� - _­ " 71B': ___:::., - .. �:�M��_.. ,.­­ "I I I , 1____� - - ----------IN I I " :; ��. , x - - TiON IMPROVEMENTS. __ __ \ -- .. I-- - I .. ,:_.". ""111 ".­. ED POLO GROUNDS ROAD INT __ .,--- _­ . ,,,,, � :: ­ - I , ::.:I'. , -- -­�! - 11 /­:�. ,t�l �: - __ .- - __ __ r-1, ------- ____� " ""(� ...� SHEET I OF I I 0:X: ,�4 . ': ", ERSEc tl _,___� ,� , :�- , '. - __ __ 7�� � "' — __ — PROks OCKET CORPORATION ( IN FEET ) PROPOSED ELEMENTARY SCHOOL SITE , -� i - , - - -��:.7_ -- - - SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA ��Lj "�, I _ -;i�,_ _­ __ - __ "I', I inch = 200 ft. ,��,., 11 _!.� I . N _­ ,� 1­1 I 1. I '\,�_�11_"` � � - __ I 0-* I "I'l � I , - I ' i` @ , -11 � ;­_­ , � W , ,,, __ , _-, .�i 4 , , wl - -* � . .,m , 11k -----_ ____1 - 1 R _� - �. � . ism / � ,Z�,_ � __1 CIPOSED LOCATION OF HISTORIC MARKER T.M- 46 - j.8C C_R L-------. ��_,_ . / A U-,- � ZVZOV ;;- SCOTT R. COLLMS20, �_� . . 1 6 2� fr w ��"� juj �5: CD 9 V) Z __j I __j , Awj c: a) _1`1 I � � � � � � I 'L: 2-1 V) 0 -1 V) k_ < a V) � 1z; x 0) u x Q) IIIIIIIIIIIIIIIIIIIIIIIIIIII Ln ED :F I&M Lu :D C, m � :3 Z _j 0 0 < � -F- M uj �- wt� �: V) _0_� Lu z - (Dr, r_ . _Y m 0 � V3 11111- 1: .2 Lu � I u p 0111,1111111 U3 LJ6 c 0 () � 0 1_� 0 cm 0 .E Q :LD I I � � � � 'j, 0 c 0 -..� L 0 L O N s C v 0 ++ C O U 7 i �- C O U O C N .� 7 U C GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS IWTHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF 77-IE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY, IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WTHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN 77-IE 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 RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECT70NS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT IIWD7H, SHOULDER WID7N AND DITCH SECTONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS 1S• 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 CON7ROL 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 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECT70N IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS 774E VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE MITI VDOT'S VIDEO CAMERA INSPECTON PROCEDURE AND W77H A VDOT OR COUNTY INSPECTOR PRESENT: ROAD NOTES GRADING (5' MIN.) 1. 77-IE LATEST ED177ON OF 77-1E ROAD & BRIDGE SPECIFICAPONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATON 4" CONS SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 3000 psi MIN. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER TREES AND VEGETA7ON WHICH t\� ` OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. ��\ 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. ,� & .✓ DRAINAGE 4" 21-A STONE BASE 1, ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. CONCRETE SIDEWALK 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE NO SCALE J. ALL DRIVEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HA VE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS 1-1/2" SM-9.5A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SI C77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO SURFACE COURSE A POINT DEEMED AS NA 7VRAL WATER COURSE, IM '' '✓'g BEY -A WNT INTERMEDIATE COI 1. AN AC77JAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGA7E BASE MA7E'R/AL. IF THE SSV VALUES 5.5" COMPACTED A ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 77IE PROPOSED METHOD OF CORRECTION. BASE COURSE, VD 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC770M BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE I, U, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 77-IE SURFACE COURSE IS BEGINNING AT THE COMPLE7ION COMPACTED OF 7HE INS'TALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL SUBGRADE REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATF BASE ASPHALT PAVING ROADS 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT 1S APPLIED. 7p. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 a 0.3 GAL./SQ. YD.). NO SCALE B. BITUA41NOUS 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 AU77-IORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA71ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. TOP OF 42" R CURB e4, ♦ eN! 6" Ji y •A e 6 4. JJ 16 1 Imo-- 1 8 L�-�11 �La 2y ® DOT #57, 68, OR #76 STANDARD CO 6 STONE BASE UNDER CURB DRY CURD & GU TTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. CG-9p WIDTH OF A �� ENT) RANGE 1 H WIDTH OF ENTRANCE O? {OM 9 0 EXPANSION JOINT U Sah•F F, � kk � J u EXISTING OR PROPOSED / w SIDEWALK OR SIDEWALK SPACE C tif" � f CURB INCLUDED IN ENTRANCE GUTTER V EXPANSION JOINT 'f!' a g3U Ll Ll � w \•''® FLOW LINE ENTRANCE WIDTH _w LXPAN!3QN JOINT T DESMWIMU'M RT AS OLUTF WNIAJM 12' EDGE OF PAVEMENT I LIM17S OF PEDESTRL-N� _ _-.r ® LFAITS OF PEDESTRIAN AG ESS RVU7E - ACCESS ROUTE UNPAVED SPACE NON-TRAV ERSABLE UNPA`!-0 SPADE. WLUTH OF T 'LIMITS CF PEDESTRI LIMJI , OF PEDESTR ACCESS ROUTE NCiN-TRAVERSASLE T CE55 ROUTErN PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS 1' 3„ OF PEDESTRIAN A.CESS .ROUTE likl EXTEND BEYOND EXISTING 79, OR PROPOSED VDOT RIGHT -OF W ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS - UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT �, • �. • e A - PATH CONNECTING ALL ACC�SS'ELE ELEMENTS OF A HALF PLAN FACILITY THAT CAN BE APPROACHED. ENTERED AND ti. • �- e. U5E0 BY PEDESTRIANS. Ik IF PEOESTRANN ACCESS ROUTES ® ARE BEING oa oa oe cao PROVIDED,A MNIMUM 4'TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2/ CROSS SLOPE. SECTION S-B WHEN USED IN CONJUNCTION WITH SFANUAHU STAN OR C5 T THE CURB FACE ON THIS STANDARD IS TO BE CURB FACE TO MATCH II+----i UNPAVED SIDEWALK SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION, SPACE CURVE t. NORMAL GLITTER - - - - - - - - o a. o- .o a a. -E C. 'A o YA' qni NIFDX ITO TOY. CHANGE ?g4 VY .4n orb?bYYu b`o AYo P 6" AGGREGATE BASE` \I,- GLASS A3 { I.E.S.) CON-. SECTION' C-C TYPE ISIZE 210 I {a 2..0:•r{ 5'-01. 5'-01, I A POINT OF GRADE CHANCE 12% MAX. SLOPE FOR CURB AND GUTTER ONLY Ni# .y- X X 12 X MAXIMIM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK CURB ANp CUTTER a X x 3 X MAXIMUM UECREASE IN 31 CIE FORFIRST 10'INTERVAL AND BOIL! CONLURRENiL'( B MAXIMUM DECREASE FOR SUCCEEDING M:NVI_M 10' INTERVALS SECTION A -A SECTION D-D �`iooT AND STANDARD ENTRANCE GUTTER SRERENCE ROAD ' BRIDGE STANDARDS REFERENCE SHFET 1 OF t REVISION DATE 502 203.C-3 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION a.a" (TYP.) PAVEMENT COURSE CONCRETE CG-6 IL POINT OF CG-6 C SIDEWALK CURB & GUTTER FINISHED GRADE CURB & GUTTER 2/ ".s, ;;LT PLANTINGopq, o "o, PLANTING STRIP STRIP 20, 20, (TRAVEL LANE) (TRAVEL LANE) 6' 6' -5' 1.5 fPll-VESIG_N SPEE-V AL E ARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VD 01). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPE'S OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN 1N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z 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 It/. 9. ALL EXCAVATION 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 VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OFTHE 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 0.S' CURB VPOINTOF FINISHED GRADE a/4":f CG-6 CURB & GUTTER 13 (TRAVEL LANE) (TRAVEL LANE) �y 22'F/C-FTC PR . TRH ��� Y PLAPL'NDl6VLdR PA AV AS LS'HO)FAr OA'r SlTr PLAff 16- ffP-hF 10-'SIC V SPEED CC-12 I NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; CG-12 NOTE' COMPUNENTS OF CURB RAMPS CCNSIST OF THE FOLLOWING: HYORAULIC CEMENT SIDEWALK (DEPTH N INCHES, AREA IN SQUARE YARDS) HYORALUC CEMENT SIDEWALK (DEPTH IN NCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CO-2 OR CG-3 IN LINEAR FEET) CURB WHEN REQUIRED (C -2 OR CC-3 IN LINEAR FEET) GENERAL NOTES. DETECTABLE WARNING SURFACE FAREA IN SQUARE YARDS) GENERAL NOTES DETECTABLE WARNING SURFACE FAREA W SQUARE YARDS} 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF ITE ABOVE ITEMS 15 A SEPARATE PAY HEM AND SHOULD 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE 'WARNING SHALL eE FROM THE MATEPo%S APPROVED LIST FOR RE SU'M MARIZED FOR EACH CURB CUT RAMP, 9E SUMMARIZED FOR EACH CURB CUT RAMP. 2. DE TEC.TAFULE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING STHE SP. PRODUCTS NOT LISTED 12 ALL MEET SIDEWALK RAMP 1, :1 MAX DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK THE REQUIREMENTS OF THE SPECIAL PROVISION FOR C0-1„ DETECTABLE 4fl-1 MAT( THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX RAMP 12=I MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND WHINING SURFACE AND SHALL BE SUBMITTED i0 THE $lANOARD$ AND SPEC!% DESIGN SECTION FOR APPROVAL. SPECIAL DEEAGN SECTION FOR APPROVAL. \_ 3. SLOPING SIDES OF CURB RAMP MAY HE POURED MONOLITHICALLY WITH RAMP 4' 3. SLOWING SIDES OF CURB RAMP MAY BE POURED MONL'LIIHICALLY WITH RAMP 4. FLOOR OR BY USING PERMIS5IULE CONSTRUCTION JOINT WITH REQUIRED BARS. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOWF WITH? REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, FIGLES MUST BE PROVIDED FOR DOWEL BARS SO B 4. IF HUMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR BOWEL BARS SC THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF ,C:l MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF y�:1 MPX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. L O L PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIHED BARS ARE TO BE N0.5 X &' PLACED )'CENTER TO CENTER ALONG 5. REQUIRED BARS ARE LU � NO.5 % 6' PLACED 1•(:ENTER TO CENTER ALONG TYPE A BOW SIDES OF THE RAMP FLOOR. MID DEPTH OF RAMP FLUOR. M!NMl1N1 PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MAD-UEP7H OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1%'. CONCRETE COVER 1'J{l 6. CURD / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS .�' Y ARE INCLUDED RI PAYMENT FOR CURB/ CURB AND GUTTER. ARE G. ARECURB ! CURD AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS : :Y � 5'M!N INCLUDED IN PAYMENT FOR CURB !CURB AND FLITTER. w f,MIN 7. CUHR RAMPS ARE 70 HE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED �A w, MAY, 7. CURB RAMPS ARE TO � LOCATED AS SHOWN ON THE PLANS OR AS DIRECTEDMAY BY THE ENGINEER. THEY ARE TO BE PROVEED AT INTERSECTIONS WHEREVER 12q MAX ^' -�- BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER , r� 12-.r AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY DIN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PItUFOSEO, CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, UR NONEXISTENT. THEY MUST HE LOCATED WITHIN PEDESTRIAN CRO33W%KS OR NONEXSTEINT. 7HE7 MU57 BE LOCATED WITHIN PEOESTRIfN CROSSWALKS AS SHOWN ON FLANS OR AS DIRECTED BY THE ENGIN'cER. PND SHOULD NOT TYPE B AS SHOWN ON FLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT F - F LIGHT P TYP B_ LOCATED BEHIND VEHICLE STOP _lN_S EXISTING OLDS FIRE E B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS, ETC. ACCESSIB! E ROUTES PROVIDE N CONTINUOUS PARALLEL HYDRANTS, DROP INLET$, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM ACID SLIP RESISTANT PATH CONNEGT!NG ALL UNCHSTRUCTED.5TABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESS13L E ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED t ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED i AND USED BY PEDESTRIANS. \'� . AND USED BY PEDESTRIANS. - B. RAMPS MAY HE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIOED THAT 12:1 MAX H. RPTAPS MAY HE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 MAX THE CURB OPENING IS PLACED WITHIN TIE LM117S OF THE CROSSWALK AND 12:I MAX K, vtp ~ THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK ANO �� I HAT THE SLOPE At THE GCNNECnCN OF THE CURB OPENING IS THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX g PERPEND;CULAR TO THE CURB. � 04 x PERPENDICULAR TO THE CURB. 5' MN S. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT �111�11�-��-------- 9- TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RANICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4, MIN ACCOMMODATE THE TORNADO REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-73. CDMVERCI% ENTRANCE 4HEAYY AT XC , 2" HIGHER THAT! TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN TRUCK TRAFFIC) FOR CONCRETE DEPTH. "�' TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT 3( , 2" HIGHER THAN \ EDGE OF PAVE!dENT EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X'C , SAME AS TOP OF CURB 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, Y� AT :K YC ,SAME A5 TOP OF GUR.H THE MINIMUM WIDTH SHALL 9E TFE WITH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. il. WHEN ONLY ONE CURB RAMP IS PROVIDED OR TWO CROSSINGS 01 F ( ACDN%), TYPE G 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS IELCHA%), TYPE C I 4•x HE CR 55 AREA STIALL BE LNG INTO TO MANEUVER A WHS 4'A R PARALLEL & PERPENDICULAR I 4'x 4' LANDING AREA SHALL BE OPROVIDED TO MANEUVER A W'HIEELCHNR INTO THE CROSSWALK WI GOING INTO THE TRAVELWAY. THIS 4`x 4' INTO THE CROSSWALK WIT HGUT GVINC INTO TFIE TNAYELWAY. THIS 4'x 4' PARALLEL & PERPENDICULAR LANDING AREA MAY INCLUDE THE GUTTER PAN. LANCING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RA54'S INTERSECT A RADIAL SECTION OF TRUNCATED DOME a 12. ALL CASES WHERE CUR RAMPS INTERSECT A RADIAL SECTION OF CORN AT ENTRANCES OR STREET CCNTNECTIONS THE DETECTABLE � � 6 -2.4 C-C o CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE-6"-2.4" C-C WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD I -'I " -MODIFIED A$ RECVMMENOEU BY THE MANUFACTURER TO MATCH y O O O O O _ WARNING SERFAGE SNAIL HAVE A FACTORY RADIUS OR BE FIELD O �110 z e_ �- -6X}DIETED AS RECOMMENDED BY THE MANUFACTURER fV MATCH THE BACK OF CURB. '{M 0 0 0 0 0 0 0 0 0 0 0 - THE BACK OF CLRS. 0 0 0 0 O O o O O O O O a O a 0 O LAfNDINc RAMP _ + o O a 0 a 0 0 a o 0 a a 0 a 0 a LANDING RASA \1 T f o 0 0 0 o a a a a a a 0 a a a 9 C, o 0 0 0 a 0 0 0 0 0 0 0 0 o O a 0 0 0 0 0 0 0 0 0 a a 0 0 \'``jf-'�,/ 0 O O a 0 0 0 0 O a 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 4 0 a a 0 0 4 0 0 0 0 0 0 a I_ 15OX-657 OF BASE DIAMETER 0 0 0 a 0 0 0 0 0 o a a 0 a a 50Y-65'!. IF BASE DIAMETER M' TOP DIAMETER f TOP DIAMETER O O 0 0 0 a 0 0 0 O 0 0 0 0 0 DETECTABLE WARNING - d LUETECTAJ;LE WARNING AT BACK DF CURB �1 0.9"-1.4" `U SEE NOTE rz. 1BA:E DIAMETER I_ VARIABLE FULL WIDTH OF RAW FLOOR I EEBNo E012 CURB D.9"-1,4" TRUNCATED DOME PAY uMITs BASE CIAMETER I VAR!A13LE FULL WIDTH OF RASA FLOOR DETECTABLE WARNING DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME PAY LIMITS INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING PETAL XVDOT SPECIFICATION XVDDT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE C REFERENCE ROAD AND BRIIX;E STANDARDS ROAD RING BRIDGE STANDARDS �+v-12 DETECTABLE WARNING SURFACE SHEET I OF 5 1 REVISION DATE (GENERAL NOTES) 105 SHEET 10F 6 REVISION DATE (GENERAL NOTES) 105 203.U5 07Y 15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203 D5 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-2 OR-2, 2A NOTES: I, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO 5F_ CLASS A3 NF CAST IN PLACE, 4P51 N RADIUS PRECAST. 3. CURB A US OF 30D FEET CN LESS yU�RpBry�HAVME GURB. W CM) WILL BE PAD FOR AS RADVd_ 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH n AS 3" % DEFTi{i OR IN4REASEO AS MUCH AS 3' (2? DEPTH)IN ORDER THAT THE BOTTOM : d' OF CURB WILL COINCIDE WTTH THE TOP TF A COURSE TFE PAVEMENT SUBSTRUCTURE. p • • p y� �OOF, NO AJSTTt!£N, DEPTH 15 BiO 5 TO BE MADE a A FOR A DECREASE OR AN INCREASE IN OEPTII_ p . ' b . , 9 CG-2 f3 TO BE USED ON ROADWAYS WETIHG D' THE REOMEiMM75 FOR CG-6 AS SHORN N APPENDIX A OF THE VOOT ROAD D-SIGPN MANNA-. IN THE SECTION ON G4 URBAN STANLLARDS.n •d e' d' 2" RATIOS i&• P.a} - T, Pd SURFA 'Thal P.a .D. P P.o'D. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SOS 502 STANDARD 6" CURB VIRGPTWA DEPARTMENT OF TRHNSPCRTATION X 27-Y4" MIN - 28Y," MAX RAIL HEIGHT 6'-3" 6'-3" 3'-1'fi' 3•-1'/z" 3'-1'lz" I 3� R ?✓Y i' 'lx" lXt.Y, ,Y�iYi:�l' �l�lX!�?' :Yi:Yi.✓�' �1a�� i»,+. II ii II Ili III II ►I II IJ ILI �J SURFACE GR-2 GR-2A 16'-3" POST SPACING) I3'-1%y" POST SPACING) BASE MAX DYNAMIC DEFLECTION - 3' MAY. DYNAMIC DEFLECTION - 2' SUBBASE NOTES a�q GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURJNG CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FORDETAILS OF POST AND 9LOCKOUTS SEE SHEET NO. 501.05. x OOSINCNA_CR-NESTED RAMETHOD x OPTIONAL GR- A WETHOD FOR DETAILS OF RAIL ELEMENT, HA'L SPLICE 'OINT,ANO RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS, 501.61 AND 501.02. z WHEN NESTED RAL OR ADDITIONAL RAL IS PLACED ON BACK OF POST RALELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR OR-2A THE POST SPACING WILL BE BETWEEN 5 FEET A40 150 FEET. ALL GUAJ$)RAIL F05TS SHALL BE SET PLUMU. PI�� T ZHALL NOT BE SET WITH A VARIATION OF MORE THMI (g" PER FOOT FROM VERTICAL. W-BEAM, ELOCKUUT5, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 CIF THE SPECIFICATIONS. ALL GR 2 AND GR 2A RNL SHALL BE MAINTAINED AT A HEIGHT OF 27y' MITI - 26N MAX AS MEASURED PER STANDARD OR -INS. ALL W-BEAM RAILS SHALL BE LAPPED N THE CIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE DPTIONAL GR-2A METHODS OF NESTING THE RNL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL HE APPROVED BY OHE ENGINEER PRIOR TO W5TMLATION. FLARE. RATES UESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE To- 9' .304 15:1 # 6U W 25:1 14Q 6 50 6.5' 21:1 110 i 40 5' i6:I B:1 Nr 311 4' 13-1 /05 502 CG-S NOTES( I. THIS M MAY BE PRECAST OR CAST IN PLACE. 2. WNCREBE TO BE CLASS AS IF CAST IN PLACE, 40011 PSI IF PRECAST. 3. COISNATION CURB & GUTTER HAYING A RMIU9 OF 300 FEET 09 LE -SS TALONC FACE ppPP'' SHALL BE PAD FOR AS RADIAL COMB, AnDCNURB? CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED adNNACE LAYER. THE 60TTOM OF THE CLWB & CUTTER O SUBBASE COURSESSAAND TTO THEPARELTOEPTH OF THE PAVEMENT. 5. ALLOWABLE CF4TERU1 FOR THE USE OF CO-6 IS BASED ON ROMWAY D'LASSEICATION PTO DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS, b • A A A p D y P - a P P P b b } b P • D p A p y P A D P A THIS AREA NAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER Mv� RQAD Afro BPoDGE STANDARDS V1RfaWA QEPBRTMN1' OF TRANSPORTATION REVTSIOPI DATE I SHEET T OF t 201M I I A-1 xa STREET APPROACH SALE s"ACUO (RAMS i0 BE hS AS MARLINE ROADWAY (SEE NOTE B) SHOWN ON PLANS) f C C - - - - - - - I I LI (RADIUS TO BE AS RADU'L CO►ENATX)N SHOWN ON PLANS) CURB AND GUTTER / CG-6� ESE NOTE 7) SIDEWALK (SEE NOTE NOTE: WIDTH "B" 2!-0'1 OR AS MNNLINE ROADWAY SHOWN ON TYPICAL SECTION. A� PLAN VIEW MARLNE ROADWAY SLOPE 16' PARABOLIC CURVE EDGE OF FLOWLNEOU SL HA CFW41E MANLIW ROADWAY - - ` ` - - - - 4 - a% MAX. D ® SLOPE CHANGE-- 4""` D 20' MIIAIUM FOR 6' NIA. cotAFRCI% ENTRANCE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A A B \, m 1"Nt• CLASS P13 CONCRETE SECTION C-C P-L-V W- W FLPPtE - FOR SEMI -RIGID BARRIER SYSTEMS. XVT XVDDT A COPY OF THE CRIGNAL SEALEDAN) SIGNED DRAPING 11, ON FILE IN THE CENTRgAL®OFFICE_ n' SPECIFICAFIVN SPECIFIC BOAC AO EIRIOCE 57PNCAA65 ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERE RIEVISM DATE SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) z21 502 261.01 501.04 Q6/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 GENERAL NOTES 1. WHEN CO-1l IS USED FOR STREET CONNECTIONS, THE CONNEAASHTMDSWH PLICABLEE REQUIREMENTS OPOU ATHE OF THE VDOT ROAD DESIGN MAMAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RAM CANNOT ArCOMWMMIATE THE TLfMG REQUIREMENTS OF AWICPATED HEAVY TRUCK WTTHIJ"fiHE THE OFFT E RMgSHOULD BESIDEWALK & GEM RAMPS INCREASED TO 7", J. WHEN USED IN CONJLWICTIDN WITH STANDARD CC,-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE WNFIf.VRTADJUSTED TIDN. TO MATCH THE MOUNTABLE CURB 4. SEE STANDARD CG12 FOR CURB RAWP DESIGN TO BE USED WITH THIS STM DMD. 6. P�ITgM O F CUTTTEER TO KCLUUDRIEE f Q DDW OF WATER. ENTRANCE NOTES 6. PLANS NRE TO INDICATE WHEN CONSTRUCT1014 OF A FLOW LIRE ISREGURED TO PROVIDE PUSTIVE DR IINM,£ ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE GOMSTRUOTED TO 7HIE R/W LONE (EXCEPT NNY Sl1BGRADE STABILIZATION REQUIRED FOR MANLWE PAVEMENT WHICH CNN BE OMITTED IN THE ENTRANCE.) B. RADIAL CLF>B CR CCMBINA7ICN Cl.NtO PND BUTTER SFMLL ZT � CONL"TRUCTED B_PYOND THE RYW LINEEXCEPT FOR FPIAOEdENT PURPOSES. 9. TEE DESIRABLE 00 MAXIMUM ENTRANCE URADE CPJMES a' ARE LUSTEDD IH THE ALLOWABLE EHTRAPX.E TIRADE TABLE. THFx VALUES PRE NOT APPLIOA�.E TO STREET CONINECTICNS. ALLOWABLE ENTRANCE GRADE CHANGES "TH 0 P 117�� a 01 SCOTT R. COLLINS� Lic. No. 035791,�. r'kC x. v �Y k W ALLOWABUE EN7RANCE OPAECONWCTION FOR STREET INTERSECTIONS E�,<f MPIPLICABLE TO STREET CONNECTIONS : mi]d ENTRANCE VOLUME' GRADE, CR AKE 0" DESIRABLE NIM MIA HIGH M(h'E THAN 15M VPD 0 % 3 % NE.DAJM 600-1500 VPD 53 X 59 LOW I LESS THMN 500 VPD 56 X B X w w z 0 STORMWATER MANAGEMENT NARRATIVE: OVERVIEW THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT WILL BE PROVIDED WITH THE VSMP PLAN (UNDER SEPARATE REVIEW) FOR APPROVAL. THIS STORMWATER MANAGEMENT PLAN WILL MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS AND WILL COMPLY WITH MINIMUM PART IIB SWM REQUIREMENTS. VALUES SHOWN ON THIS SHEET CONVEY THE GENERAL CONCEPT AND ARE APPROXIMATE IN NATURE. THE ANTICIPATED REQUIRED PHOSPHOROUS REMOVAL RATE FOR THIS PROJECT IS 2.48 Ibs/yr. General Construction notes for Stormwater Mana ement Plans 2. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riserjoints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. Post -Development Impervious Area Summary (Water Quality- Area Defined by Limits of Disturbance) Travelways / Parking 18,075 sf Sidewalks 1,750 sf Buildings / Driveways 24,400 sf Existing Paved Areas 5,675 sf 49,900 sf Project Name: — Date: BMP design Specifications List: 2013 Draft Stds & Specs Site Information Post -Development Project (Treatment Volume and Leads) Cover (acres) nts iAnnual Rainfall (inches) 43 i7argetRainfall Event (inches) 1,00 ;Total Phosphorus (TP) EMC (mg/L) 0.26 { total Nitrogen (TN) EMC (mg/L) 1,86 :Target TP Load (lb/acre/yr) i 0,41 Pj (unitless correction factor) 0.90 Runoff Coefficients lRv) A Soils B Soils C Soils D Soils Forest/Open Space 0.02 0,03 0.04 0.05 Managed Turf 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 CL 2.2�•7� TH 0 SCOTT R. COLLINSZ' Lic. No. 035791,E � klsSIOJVALA E SCALE 1 "®50' PINAMrl