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HomeMy WebLinkAboutSUB202200142 Plan - Submittal (First) Road Plan and Comps. 2022-08-22GENERAL NOTES OWNERS: TMP 046Eo-og-oo-000Ao STANLEY MARTIN HOMES, LLC 12720 PLAZA AMERICA DRIVE RESTON, VA 20190 TMP 046Eo-io-oo-000Eo STANLEY MARTIN HOMES, LLC 11710 PLAZA AMERICA DRIVE RESTON, VA 20190 TMP 046135-oo-oo-ooiCo COUNTY OF ALBEMARLE CIO FINANCE ADMINISTRATION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 202 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: TMP 046Eo-o9-oo-000Ao INSTRUMENT #202,200004923 8.22 ACRES (PORTION OF) TMP 046Eo-io-oo-000Eo I NSTR UM ENT#202200004923 0.72 ACRES TMP 046B5-oo-oo-ooiCo D.B.1973, PG. 437 4.75 ACRES TOTAL PROJECT AREA: 8.04 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o2800021 WITH PROFFERS -APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2029) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA202S00007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. PROPOSED USE: EXTENSION OF ARCHER AVENUE TOCONNECTTO ASHWOOD DRIVE WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2oi5. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2oi5. FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE OF 2022. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION WITHIN THE PROJECT AREA FOR THIS ROAD IMPROVEMENTS PLAN. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. UTILITIES: ALBEMARLE COUNTY WATER & SEWER BROOKHILL -ARCHER AVENUE EXTENSION ROAD PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA KOCH COURT I /y SHEET LAYOUT SCALE: 1" = 80' EXISTING U.S. ROUTE 29 SEMINOLE TRAIL— -- 1\ L / GRAPHIC SCALE / So a 40 80 16o / / / / ( IN FEET ) / 1 inch - 80 ft. ITE �q0 POL 0 GROUNDS ROAD VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER lA PROFFERS iB PROFFERS 2 BROOKHILL MASTER PLAN 3 EXISTING CONDITIONS 4 SITE PLAN 5 GRADING, DRAINAGE, & UTILITY PLAN 6 ROAD NOTES & DETAILS 7 UTILITY NOTES & DETAILS 8 ARCHER AVENUE ROAD PROFILE 9 DRAINAGE & UTILITY PROFILES to ROAD DRAINAGE MAP & CALCULATIONS 11 CULVERT PLAN & CALCULATIONS 12 ASHWOOD BOULEVARD CROSS SECTIONS 13 LANDSCAPING PLAN 14 SIGHT DISTANCE PROFILES 16 LEGEND - 02 0 506.71 TC 506.21 EP 506.71 TW 506.21 BW ------------- 0 0 w w w w s s - s O Eal TOTAL SHEETS BENCH MARK EXISTING CONTOUR PRESERVED STEEP SLOPES MANAGED STEEP SLOPES 100 YR. FLOODPLAIN GREEN WAY BUFFER EXISTING VEGETATION/TREELINE EDGE OF PAVEMENT CURB CONCRETE GUARDRAIL VDOT STANDARD STOP SIGN PROPOSED CONTOUR PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX PROPOSED SPOT ELEVATI0N TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT STRIPPING PROPOSED EASEMENT PROPOSED FENCE WATERLINE FIRE HYDRANT SANITARY SEWER MANHOLE DRAINAGE PIPE DRAINAGE STRUCTURE APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY Lic. No. 035791,a 8/22/22wo �� 'tiSIONAL EXyG z O J a k co Z w M C' N O Z J O a U-) �:; > Z w H W Ce N LU C Q N o C 00 0 z M Q rn N � � M i N O O CY) W N N z W > 1-4 LLi U) J z J_ w LLJ LU O LU = z 0 U j U W LU 2 Ul co U z w Q r 1 I- J J LLJ JQO c3 p O o O N J F JOB NO. 182150 SCALE AS SHOWN SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019114 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR., TRUSTEES; CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, 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 CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road (Improvements"). "Polo Grounds Road The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and for to the issuance of a CO for the 270th single family dwelling unit. The cash contributions Pr g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housingobjective through a vane of housing es, including but not limited to for sale units, rental units, J Bh variety g types, g accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the units shall be available for sale. This notice shall not be given more than nine 90 days prior U � ninety ( ) Y to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty 120 day period, the Owner shall have the right q P g ty( ) YP , to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the P Y gar , ( g ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (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, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement P and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3 /o . Y P P ( ) For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing P q g Units may not exceed the maximum rents established in this paragraph 4B shall apply for Y P �P PP Y a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y Ymg Y HousingUnits during the Affordable Term shall contain language recitin that such unit is gg subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J P g Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tern, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P h' g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. hi lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for hi -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the fast annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the rofered Cash Contribution due for the immediate) preceding year based on the formula contained P YP gY in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P 9 value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network,(collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first 1 CO issued for a dwelling within the Project the Owner shall dedicate to the County, ( ) g J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled `Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. L Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "BWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address 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. GreenwayArea Woodlands Cam . There shall be no land disturbance b Owner or an of its P Y Y Y licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 SCOTT/R. C'ULLINSZ Lic. No. 035791 n A 8/22/22 z O d k U Co Z w M 0 N O Z J o a rn > z w `H UJ li �7 W W Z 0 Z w �i AA: J J 0 ti M C7 CY) N M N O N N Q > LL] J J > LU 0 01-1 U i LLI co LLJ LLI U) Lu De— O O N O V / z UJ X LU LU Z) z LU Q LL LU _ ,.U/ LL Q 1 J J 2 O O W LU LL LL- O IY d w V ~ w O w rr = a m JOB NO. 182150 SCALE N/A SHEET NO. 1A C. IMPROVEMENTS - - r PHASE I INTERSECTION PHASE IIROADWAY IMPROVEMENTS l z i D IMPROVEMENTS / O / St o PHASE ROAD WAY R d PHASE IV INTERSECTION IMPROVEMENTS TUTS t 4 r L__ � Jf wLamouxDS Raw PHASE I INTERSECTION PHASE IV R ADWAY ' MPROVEMENTS IMPROVEMENTS Aa& F r GUR BROOKHILL TRA C PHASING PLAN r, 1 >, mFO�rIeN�acS,Av '" ' rss-srDPEDESTRIAN Lu \ cosvUK D I EXISTINGTREEMEA PROPO-CONCRSEEDO VOOTRDDTS-SWMDDTE� . IMPR02 NP POSONNEROR ROE \ Z '�PROOO ��@OSED LAN F �\ ) 1 ALC CONNECTOR ALO GCONNECTOR 4'I o4 0 _ I PROPDSEDP all / A/ PATHy/AYC E -/ r \ \� r FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT rIINTERSECTI0EMENTSECTIONISTRUCT D) NEW WESTBOUND T-TURN LANE ON POLD UNDS ROAD WITH I73' OF RAGEEND WESTBOUND RIGHT -TURN E ON POLO GROUNDS ROAD M S0' OF STORAGETUa0eOF RAGEVERT RID MILLS ROADATITOA HT IN/RIGHT-OUTOPERATgN. ECTION 2STRUCTASOUTHROUND DWAY, PROVIDING (4T-TURN AND to RIGHT -TURN LANE CONSTRULTAN EASTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WI TH S50 FEETOF STORAGE INTERSECTION 3 • CO NSTRUCT A R N / R T ROADWAY ENTRANCIETO ROUTE, • CONSTRURTANORTHBOUNDRIGH TURN LAN:: ANE ON US a awITH RRn of STORAGE. PHASE II INTERSECTION IMPROVEMENTS INTERSECTION - 4 ROADWAY TNOR THeourrD Y • TURN-AYTOPROVIDE (1) )RIGH-TURNi TURN LANE INTEDGN MEDIAN T LANE • RESTRPROVIDE PAINTED LEFT -T PROVIDE WESTBO UND LEFT -TURN LANE.0 OFSTORA BOULEVARD WITH IPEOFSTORAGE. _ RESTRIPEEASTBOUNDAFIWOOD BOUL PPROACH TO PROVp 1q RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS INTERSECTION S CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE (o LEFT- TURNLANEANDD)RIGHT-TURN LANE CONSTRUCTAN EAS1a0UND UEff- TURN LANE ON POLO GROUNDS ROAOWAY WITH,. -OF STORAGE WITNESS the following signature: OWNERS Parcel 04600-00-00-018AO: l.- By: " "I1 / X - CHARLES R. IEA GH By: ,. i Illi. ZAVETa AQ OGL B.si� Y nKDGUU Date; -r zz Q / 9 OWNERS of Tax Map Parcel 04600-00-00-01800: By: , /)�""s""%/ CHARLES R, HAUGH, TIUSTRE By: DOUGLAS B. OGLESBY, TRUSTEE Date: S—-�`j OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation Ann O. Haugh, Its President Date: " SJ 'Zot 9 Page 9 of 10 PROPOSED SALAMANDER CROSSING (3 TOTAL) \ N \ \ � of - S \ � 0 / SALAMANDER TUNNEL ,s THI 29NVERTED RETAININ G WALL jND CULVERT FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT I � VIF SCHOOL 1 , FIGURE E: BROOKmiLL:-scHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia c/cco�orporation CD By: QJA,., - /- AA4! d a.,& AnnyO�.,Haugh,' Its President Date: ," try F, ';ID1 9 OWNER of Tax Map Parcel 04600-00-00-018110: CRAFTON CORPORATION, a Virginia corporation By: Q-A-*1 0. hin V � Ann O. Haugh, Its President — Date: t!23t 5; sill / 9 Page 10 of 1 I ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019114 WHEREAS the application to amend the roffers that were approved with ZMA 2015-00007 for Tax PP P pP Parcels 04600-00-00-018A0 04600-00-00-01800 04600-00-00-019A104600-00-00-019A2 04600A0A0-019B1 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018 11 "); and WHEREAS ZMA 2018-11proposes to amend Proffer Numbers ID IH 6 and 8 of the Proffers that were , approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and P b , WHEREAS, on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended rollers the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P g, g § 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup Isar Aye Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOEIML APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: haystack Corporation, get I By: Andrev cGinty, Its President Date: S L3/Zd /aj BROOKIIILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: Alan R. Tay or, is President Date: 01*0 -!q /11t 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 P Y P , 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 h i the remainder of funding P PP 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle Count staff, Albemarle Count Schools Division and the developer of Brookhill on the proposed Y Y � p P P 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 b the Virginia Department of Transportation P Y 9 P P supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Countolpervisors Aye Nav Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y SCOTT/R. C'ln-LLINSZ H Lic. No. 035791 n A 8/22/22 ,cJ N W N Q N W L9 C z M M rn Q J N � � M N W N N z � W > 1-4 z J W LU I— W U) O W LL z U W O 1 W LU� W LU Ul co U LU ZW Q NW J IJLU De- J < O cD p O Q N W ti U F W 11J 0 W a (n JOB NO. 182150 SCALE N/A SHEET NO. 1B H CFI /JoT To 13 E c0Qs"zv_c-T%0 COTTSL I NO. 0357( 91 n U c� -_ I D ASHWO�' - PROPOSEODIBOULEVARD CONNECT1ON T �C��FA Z — Z Apo 8�ZZ�Z2 PROPOSED TRAILHEAD ACCESS AREA T Rb UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT ° _ RNR 9 o W Z SIO NAL $RC, PROVIDE PARKING AN INFORMATION KIOSK, FOR MORE INFORMATION ON REQUIRED BUFFER - ­ AND \ (( AND A PEDESTRIAN ROAD CROSSING TO N w :�� , .'>%/' 0' \/( - ✓`; qc - 9Q �NWCIOp ACCESS THE MULTI -USE i RAILWA :_ i.� W LJ.I of l7 Ix o FOREST LAKES NEIGHBORHOOD fi I Ll _ Z J 5 SITE U W 68 �z E ` � O � P - L W � IMPROVEMENT •4 5 ' \ .. I O R7QMq .. SWM FACILITY #3 COUNTY OF 30' MIN. NATURAL BUFF R , ' EMARLE ROPOSED NR MI FIVRE ) r�, V ROgO <S Ln Z U W 11 T LAKETH % CONNECTIO O O 5 S ;, I I II PROPOSED ,� ' . j \ J L \ ALBEMARLE COUNTY RESERVED STEEPSLOPE ROgp .J O O Z_ PRIMITIVE BLOCK 1 �� TRAILWAY � 1 I� v (TYP.) IQI O' o V Z u ° Z V n am m TRAILS (TYP.) VICINITY MAP: SCALE: = 2000, 1" o -- DEVELOPMENT �'� t i o' B ANCOU_R 0I f� 1 31 V Tat o o a H GENERAL NOTES { ', a'a '�-. .'� "• - =j� / OWNERS: TMPo 600-00-oo-oi800 TMP04600-00-0o-o18Ao 4 Q w _ - c'. - - I BLOC K � - � - -- "- HAUGH, CHARLES R. & HAUGH, CHARLES R & w 7 1rj jl v'''�-` 1=,• Q E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. <, r, 5'CI`NE ROp,Oif�l��� _.. ,, IIM -'`-" '• ,!I' "`„<. - -' - �` l 435 PARK ST 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902 O z T.M. 46 - i86 .. f»� ^ N I -�` - --_ '�� , _ .� �•... -- HORNE LAND CORPORATION -- - - - � ON ,.. e"' C ' �' _ - - - OPEN -. �� TMPo 600 00-0o-oi oo 4 - 9 w W I _ _ SPAC (TYP.)�� \/ CROCKETT CORPORATION C/OHAUGH&HELVIN p PROPOSED CIVIC SPACE- 435PARKST CHARLOTTESVILLE, VA 22901 L9 ? 0 z f BLOCK 12 t};§ k EASTERN POCKET PARK'j / O O O BLOCK so BLOCKi!} ° "- r (LOCATION TO BE DETERMINED O i nn J DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455SECONDSTREETSE,SUITE400 w w U EXISTING ioo-YEAR ` �t WITH FINAL DEVELOPMENT PLAN) CHARLOTTESVILLE, VA 22 03 9 w w z z FEMA FLOODPLAIN (TYP.. + _ 'i= PROPOSED VEHICULAR O ENGINEER: COLLINS ENGINEERING VJ z z z g -- BLOCK 9 ' ,�,, ', I `. °,\\ F?, PRO I IVE °,: \y - _ INTERCONNECTION ACCESS Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 9 Z z Q z g O F O a ®.\ a1LL: -- TO THE MONTGOMERY T AY -, \ /� o' MIN. NATURAL BUFFER a f a z z N IN ROUTE29 n IMPROVEMENT / - <� + �.°"°p ,/ / ni/� h flp, „` - \ -` ://o . - , RIDGE NEIGHBORHOOD - o' TAXMAP&ZONING: 04600-00-00-01800 04600-oo-oo-oi8Ao 04600-oo-oo-m.goo D.B. 73z. PG. 690 D.B. 1333, PG. 4So D.B. 73z, PG. 6ga I_-+ U w - w f w � Q N '� PATHWAY ., e \ OPEN . Ni p w - OU z p 00 I' `_- - ,'l+ ROPOSED CIVIC SPACE �:. SPACE 'Y , -.. TYP. E 'j> ' ' J'1 , J ALBEMARLE COUNTY O MANAGED STEEP SLOPE `�/ 1 (-J�' t�-Z R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL W O K c0J a a 0 GREENWAY ° ` \,\ % ma`s �, 0 '.( • „ vl - - (TYP.) k R�. `��% TOTAL PROJECT AREA: 04600-oo-oo-oi8o0 - 42.55AC, z z U �� ROUTE29 (TYP.) . o •, �' M oy600-oo-00-oiBAo - z7.2gAC. 5 n z IMPROVEMENT _ II SWM FACILITY#2 I GREENWAY • fl ... .. . ° '_ • \��`° a®*-.^ a. GREENWAY .- " �"t" - -�-- ° <' '' I �" - - - '.,.. 0 BLOCK 18 E�tO� J'( �pC��\ �.> 046oaoo-oo-ozgoo - 207.66AC. 277.5o AC. TOTAL O w 0 w =o Y .9 , °. (TYP) .° ---� ---- i ( /� EEO vI cn •_ �I PROPOSED 5o' BUFFER I' (TYPJ i UPLAND ," ° �� `. ° '-°°y°° ......,;� �. •;. •„• °.! -=� r• �`�`�� S C�� �� PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT �i z AROUND VDOT STORMWATER I MANAGEMENT POND ) �� �' " !� EXISTINGARCHAICWOODLAND , C 5 a � ,� �.� � ° CAMPSITE AREA TO BE PRESERVED I DEVELOPMENT / > AREA (TYPJ My ._ � \ `� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY 2015. N SURVEYING AND BELL LAND SURVEYS, JANUARY zo15. z a J 1{. ` BLOCK 16 BOUNDARY INFORMATION WAS COMPILED BY LINCOLNL9 SURVEYING ON MARCH 7, 2oi5. N M 7 L ,� ,•, x." °° 0 (� w ~ -�^' -•°`""�.... « M. ' "�\ _ --. /,17 DATUM: NAVD 1988 � C"7 = r - `_ ��` EXISTING zoo -YEAR �'•"' '<.e° \`. °°°°"✓ (r-� z O - _ ,� - - TREAM BUFFER TYP.'' a d 1. FLOODPLAIN (TYP.) 1. / '' ` - - —S UTILITIES: COUNTY WATER AND SEWER N PROPOSED RIGHT IN -RIGHT OUT mQm INTERSECTION IMPROVEMENTS. oo BLOCK 4 2 ` 1 �. ` _ -� s - ` + 1,, - ���_ BLOCK 4 > > • ��_ "'�'--� :j� ,, / - - %. r i - -- �� r / J Ir - -- Y FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID gzoo3Co28a❑ DATEDFEBRUARY4,2oo5.INADDITION,ADAMBREACHINUNDATIONZONEEXISTSONTHE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF H in In �o ,o l0 M Q FC Q SEE BROOKHILL TIA REPORT =O� u f I .1.. '" -. , ', - .. .,,�,1 TRAFFICCIRCLEIROUNDABOUTMAY �\ ALBEMARLE COUNTY ��.� ;' -..- , •` �: _ MONTGOMERY RIDGE THE PROPERTY. o 0 0 0 o FOR FURTHER DETAILS: MAINTR ET BE CONSTRUCTED AT .PRESERVED STEEP SLOPE BLOCK 5 f ;- - l _ NOTES: 0 BOULEVARD ENTRANCE V INTERSECTION OF MAIN STREET AND (TYP,) �, s1:. THE NORTHISOUTH CONNECTOR ROAD BLOCKS) NEIGHBORHOOD �_ 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. CD CS% � Z OPEN 1 ): l 1 SPACE' t �- / � , ^ < a. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE Z N Q t / OPEN P) / 5 / �-> �j - �, DETERMINED WITH THE SITE PLAN PROCESS. 3 ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH N z J 0- _(T .r �` > SPACE ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. O 0 ` —�1 EXISTINGroo--YEAR 4 # ( BLOCK -i'r / 4• N000NSTRUCTIONTRAFFICSHALLACCESSTHEPROPERTYFROMMONTGOMERYRIDGE J W \ �( 1 4 i`. 1 PROPOSED , U V ,J OR FOREST LAKES. 1L / W •-'1 1 FLOODPLAIN (TYP.) RIMITIVE t `r 0.r ( 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROADTO POLOGROUNDS ROAD BOTH REQUIRE FILLINGWITHIN - LLI V' T.M. 46-18D ° 7q TRAILWAY - 1 �� O O _ - PROCESSED THE MODIFICATIONS Z � CRAFTON CORPORATION j ,. 1 1 ' BLOCK2`" �� O ILI >> G OP I O �' 2 !_ THE FLOODPLAIN. ASPECIAL USE PERMIT SHALL BE FOR TO THE FLOODPLAIN. Z J J Q I �--_` DEVELOPMENT AREA •- .�'r ''` 1 BOUNDARY (TYP.) °• - _, \� l C,E D \O � y - 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.y.i2. EACH PRELIMINARY SITE AND LLI uj cc G _ PROPOSED NEIGHBORHOOD CENTER 1 I J SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE l>^ - I / (LOCATION TO BE DETERMINED I _ _ _ Z WITH FINAL DEVELOPMENT PLAN.) . 1 _ - _ « '0 BLOCK 17 ' _ 1 _ _ _ -1 _ _ _ - - ,` \ • C IMITS OF PROPOSED REZONING D 2 f AN. PROPOSED DEVLOPMENT SHALLMENT AVE FINISHED THE FLOORPRELIMI ELEVATARY IONS 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP Q V �--i v J w J Q jj :< ,.,J'1 --L� • '�°° _ `;^, J -_ // �-1 L� 5 INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Z Z 0 H O Lu Lu W PROPOSED ioo'BUFFER ALONG RT. 29 7 o'NATURALLANDSCAPEBUFFER J1 ; BLOCK4 I (',?^✓ •� �� �r 13 ACRE HISTORIC 1_-.. a< BROOKHILL PARCEL BLOCKS --`.. BLOCKS myp° fJ �' Ja a Z �" � r ! �� IrII SAFETYACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDEAMINIMUM OF(3) CIVICAREAS, AS SHOWN ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE W I- (JI �""� J & 3o' LANDSCAPE BUFFER _ _ 1 r ALBEMARLE COUNTY ? ` °° �'-_ _'- /� ( s V AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA J u NOTE: A PROPOSED MULTI -USE PATH APPROXIMATE LOCATION OF 1 rr _ ANAGED STEEP SLOPE.-':'t .. _ I �I 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO J z = W J J HISTORIC MARKER FOR THE i (T'YP.) ,-I GREENWAY "f ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER a IS PROPOSED BY VDOT ALONG THE �� BROOKHILL PROPER __ .. (TYP.) _ ^°• i � '`'� i ` �- _ 1 -�� �� �, < MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. � Z � U ROUTE 29 FRONTAGE OF THIS PROPERTY. PATHWAY TO BE 1 . LOCATED WITHIN THE VDOT R/W. '- - - - - - \ r ti- i /, y ! - PROPOSED 20' BUFFER o:f':c ` -. ,,:. • �� �, !''~ 1+ "' ' `. - 1 , "> / ,� J �/ � . * ;' I� `' u '� • ; _ _ `� I} 1.-- 20. CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT�HALL ONLY BE A PEDESTRIANJBICYLE ACCESS CONNECTION. Q/ O W W I Y Q Y O LOCATION OF EXISTING ��% f,a•. - li u. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q "'~ 0 w O BLOCK I9 UNN CEMETERY TO - _ _ ; '' DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ( 11 v Q uj �I s? I, REMAIN LOCK LINE (TYP)"'� ly NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND II 1 BLOCK 6 1l V AND LOCATED EROSION CONTROL MEASURES SHALL BE OUTSIDE OF THE PRESERVED SLOPES. J L� 0 BLOCKS ALBEMARLE COUNTY 1 J t� d r ,, i �, 3 �:. .:I GREENWAY PRESERVED SLOPES Q (n W / PRESERVED STEEP SLOPE `I x4,' pis +L ROPERTYBOUNDARY(TYP.) _l ��', • NOTE: AREA WITHINTHE2oo'BUFFER AND OUTSIDE THE EXISTING TREE''" O j ', (TYP.) '� BLOCK i ' 1 / L O4 t\ A ' '°• °^• - _— �1` / - ® VEGETATIVE BUFFER MANAGED SLOPES ® OPEN SPACE O N Q > W W �+ Q O LIMITS SHALL BE REPLANTED INI ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS ' ---- - --- _ _° / I -f" H III 1 ' EXISTING ioo-YEAR ; . DEVELOPMENT / LOODPLAIN (TYP.)"' �'� - ING BROOKHILL ' AREA (TYP.) ,, L OF z9TH CENTURY ` ` " SE TO REMAIN ..... • °°°°°°••• �• • THHOAAPPROVAL •. WI A io' MULTI -USE PATH SHALL BE EXTENDED TO THE ENTRANCE OF ' - GREENWAY SLOPE IMPACTS WETLANDS J I'- 1 J d Q i c S � ... NENTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED C3. TO APPROVE THE TRAIL AND EXECUTE ALL T = I— J " BLOCK8 DEVELOPMENTAREA I BOUNDARY(TYP.) EASEMENT DOCUMENTS ALLOWING THE _ - PARCEL WITHIN HISTORIC HOUSE&THEi TH CENTURY COMPONENTS OF 9 � I"' (� EXISTING too -YEAR -. < � � ,.r "* CONSTRUCTION OF THE MULTI -USE PATH J r�, �___- _ BROOKHILL LLI y FEMA FLOODPLAIN (TYP.) ' . \ �`� L , OPEN --� ON HOA PROPERTY. O SPACE � -1 ` MUOLTII--PURPOS TRDIL %j'- io' MULTI USE PATH TO BE CONSTRUCTED ALONG THE NORTH SIDE OF POLO GROUNDS ROAD Com � PRIMITIVE TRAILWAY O01-1 O (1 t ;-=' r71, Orll File# un .. �-_ de;.. 1� a� r•, p ment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL � Q � O IMPROVED INTERSECTION - ROPOSED PEDESTRIAN TUNNEL R'� _ A roved bi R �i: _.; o P Supervisofs LOCATION TO BE COORDINATED WITH TRANSITSERVICE. AND STOPLIGHT. SEEBROOKHILLTIAREPORT '�''.� n + t _-- -. POLO -.- PROPOSED IMPROVEMENT TO NFO R OUj w�VE 5 op, !�- Dot O®®® EXISTING too YR FLOODPLAIN - N W DUNE 15, 2015 yNxr FOR FURTHER DETAILS ' -" STATE RTROUNDSROA POLO GROUNDS ROAD FOR Rw P / t 1 - +Y" 1 643(D,B D(So) TURNLGROUN ...... STREAMS p ? �i ( SROADOLO 48� P- 26 _ - GROUNDS ROADWAY -- -�"� IMPROVEMENT PLAN anner * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED u w • PROPOSED LOCATION OF CIVIC SPACE APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30'BUFFER ALONG GRAPHIC SCALE * O /� ALE u FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD io'MULTI-USE PATH w ^ w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. zoo 200 a00 0 am n 1 0 _ I SEE PROFFERS FOR FURTHER DETAILS 4.46 © PROPOSED LOCATION OF HISTORIC MARKER o_ JOB NO. 11 - z8C �._ .. PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. -� - CROCKET CORPORATION ( 1N FEET) \ ' SHEET 1 OF 1 182150 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN&TRAFFICTIA. 200 ft. PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 �`- v --- 0 I` EXISTING FIRE HYDRANT EXISTING iz" DI WATERLINE OSCOTT R. LLINS� / EXISTING CG-z CURB U Lic. No. 035791 ,1, EXISTING 18" RCP CULVERT / I ✓ \ GENERAL NOTES: \ �o $/zz/ZZ 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM ZONAL E w J _ IS INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE � z EXISTING FENCE - - SOUTH RIVANNA DAM, WHICH S A FEDERAL DAM LOCATED w UPSTREAM OF THE PROPERTY. TMP: 0 6B oo-oo-ooiCo 1 I \\ \ \ 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. J 3. BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL o 4 5 EXISTING TREELINE qs — _ _ /' - 0 N _ I INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF OWNER: COUNTY OF ALBEMARLE �i UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, ACREAGE: 4.75 AC / _ e��/ - - - — - _ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE ZONING: PUD _ — f ) — / — ` \�\ � \ I ���� (/ '" � � — _ � / � CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION D.B./PG.: i973/473 \ / r — — TMP: 0 6B oo-oo-000To - - o \Ca \ RQ 4 5 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY OWNER: FOREST LAKES / SEWER, STORM SEWER, AND WATER -SERVICE PIPING; COMMUNITY ASSOCIATION INCj' , - UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE V, I III I'/ \ \ �� �'� - ACREAGE: 4.12 AC , - , / CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED i ZONING: PUD TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIESz0 L —D.B./PG.: 1973/473 _ SERVING THE PROJECT SITE. a a AAAVAA\ l l� �� 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING a Ln io Ca WATER LINES ON THE SITE. C m _ A(I VA \VAA\V IIII I \ Ln PORTION OF EXISTING h 1 /'' OHO \ / / O o F FENCE TO BE REMOVEDi > z3 � COUR T / EXISTING SANITARY SEWER - / o EXISTING SWM FACILITY NOTE: SEE BROOKHILL BLOCKS \� \ V A y __ _ / / / TMP: 046Eo-io-oo-000Eo J-ii VSMP PLAN FOR EXISTING OWNER: STANLEY MARTIN HOMES LLC ' - - - — o /' SWM DESIGN INFORMATION ALBEMARLE COUNTY ACREAGE: 0ZONING: NMD .72 AC \ I / C5 (WPOzoi800086) MANAGED STEEP SLOPES I / EXISTING TYP. ( ) INSTRUMENT# 202200004923 II ��a�o aaa_, \� III d I I \- —J—--- �iii�-�✓ _= � 1 i ,,I— — ---- �-------- — _ i ---------------------------------------------<----- 1 111— _—--�— ------------'---- -- --- / — -- t ! --( ----J1 -- - �� �11_ l�l 1�1 _ _ _f 1---- --�_ I / — --- — -- ------------- 0 �\ 77�rtTfr�17TIIII7r ------ XISTINGSTREAM M�.v.,. EXISTING ST�INi G� T�RllE/ ElLIlNE i �l IIIII �I I I co o r ALBEMARLE COUNTY J v 1 / EXISTING SANITARY SEWER AND PRESERVED STEEP SLOPES 1 I 4 9 \ �1 \� \ \`_ ,� z0'SANITARYSEWEREASEMENT I / l I I \ \\ 1 �' I ((//� / / / / // I $ I 11 / / / di 33 / / TMP: 0 6Eo-o-oo-000Ao / \ / _ OWNER: STANLEY MARTIN HOMES, LLC y \ (D.B. 1450, PG. i) / / / / I / A \ / / / / / V A \ / / "o / L9 ll�_ ACREAGE:8.12AC \ �� / / / I�` \ V / INSTRUMENT# zONI : NMD49 3 V A. _ l // // / �//// ///// I\ \� V A V AV�A \��\ \ VAV A / r / / % 0 Q m IIl M' o I - i EXISTING SW FACILITY � �T EXISTING WETLANDS (TYP.) EXISTING FIRE HYDRANT 0Q o> BLOC EXISTING iz" DI WATERLINE LIMITS OF GREENWAY \ \ I \ o D.B. 5512, PG. 282 O CV V� /I --I o TMP 6-i B I1I,_ OPEN SPACE GREEN WAY PARCEL Q N/F BROOKHILL MASTER -- �— oo —I l / > ASSOCIATION INC. TMP 6 1 BB/IW_ICTMP: 04600-oo-oo-o286o I(�O I- EXISTING ROAD DB. 55iz, PG. z8z ROCKETT _Z / ORPORATION J OWNER: HORNE LAND CORPORATION C= u J \ — \ DB. 6z6 PG. 8 J ACREAGE: 46.43AC — 1 4 4 in JI ¢II w w BLocK�o _ -- s �f v� v v v v v v \ _ ZONING: RURAL _ , A V — LOCKi� A �,. A 11 \ \ V A \ V A V A ' �� / // i Z DB/PG: 6z4/19i Q - - FLORA LANE 1 3 lI I m -/ll`\VAA11 W J �ILu OQ v — A 1/ /i / o O " / PROJECT BOUNDARY (TYP.) �: \ V A \ \ / / L9 O Lu F �� v V / i� LrIv :- �� V A V V I� V A 3 I O \ �- °�'q 1 vvvvv ��vvv11 � O 1 � z _ Lu lI/V U \ 11 � � � � � �._ EXISTING SANITARY SEWER AND zo' SANITARY SEWER (D.B.145o PG.313) _ / �� vv W Lu x > U ulCD \ v x �= ���� �✓ LIMITS OF GREENWAY �L ��G� NF �� �_A oo� �A \ ���--- / , L/ / //;/� W z D.B.'� '(\ �� I I I � _ �V AV o A �� 0 BLOCK a\ \ W o LIMITS OF SUNNY o ` ` _ / 2 > DAY DAM BREACH * o \ \ V A�� LL n _ � i SWM FACILITY EASEMENT . 5iu, PG. 644 D.B \ ', ��� /// � // �,�M x O W V -- LIMITS OF PG. \ \... 171 / / TMP 2 / ) /X. V ® �/1�, CROCKETT z c CORPORATION / a A�V� 55 415 w m Er, w v d � a \ I J06 No. \v a _ I v 182150 0 GRAPHIC SCALE' SCALE 100 o So mo zoo®1_100, o0a y m m mc SHEET NO. n IN FEET NNIINI \ \ \ \ ` 1 inch = 100 ft. KOCH COURT EXISTING PUBLIC ROAD VAR. WIDTH PUBLIC R/W °•° I( I aie WO Z cy, m J Qom a fY 0 �a O z -a, JR' I u Lj I L --- W I I e'•� i UE ARCHER A U T RI`NAD EXISTING P 50+50 51+00 i00 ,- 49+\ \ YKVYV ]CU ]'L)LHIVU ROPOSED 6' PLANTING STRIP ROPOSED 5' CONCRETE SIDEWALK PROPOSED VDOT STD. CG-6 (TYP.) _3 +00 � U.S. ROUTE 2g SEMINOLE TRAIL \ _ — ° EXISTING PUBLIC ROAD a �° R ROPOSED CG-i2 (TYP.) VAR. WIDTH /W _ _ _ - _ - �. 53+`' � Pp� — D.B. 220, PG. 159; D.B. 33.2, PG 552; LN�R �8�\LRO ry — — — — Ff�PP.BTPG. z54— — — — — — — P — — — — — 53+oo TREE EVERGREEN (TYP.) 52+00 x xX o +� — oalll — � 5 0 x- - Si+So X Xy\u�% X— X_, 14','1i,_i \ \ ROPOSED y' BIKE LANE X x 3 x PROPOSED VDOT STD. CG-6 (TYP.) � x Lic. No. 035791 .L, `S 8/22/22�� '�SIONAL E�Gt z O � a k u co Z O N O z O J Q z > W z RTF 29 K,- SIGN (T'YP.) o — W ° u u y ROPOSED SPEED LIMIT SIGN PROPOSED RIGHT-OF-WAY I $ J a - rer-a PROPOSED VDOT STD. CG-2 (TYP.) X CG-6 CURB + - / _ ROPOSED CG-12 (TYP.) I / N / X W N .�—� — I•... — _ —-��Ili�/9 tE ry I / NT a�1 / + - BLOCK 10 ��I+IIA� x \ _V� L9 oalliv/�, II ji x / ti I — t M X- t ,II / r y\III%�i, DECIDUOUS TREE (TYP.) "lUV; l W — A`EAV �� +� / / �� W PROPOSED 5' CONCRETE SIDEWALK f��/%= / H W Z�z:.. y U1 �� �,gYV�V%i, LL AZ PROPOSED 6' PLNTING STRIPSvI/i�/� Lu J ," / LlJ / + ' „ / PROPOSED y' BIKE LANE ''/III ��/ IV W Q U-) ui -PROPO SED RIGHT -OF -WA / %) TREE LINE - N 6+00 / ND ' L , , . ; • . yam- 55+50 S 56+So Q j 55+00 � u ! W o. >. o PROPOSED RIGHT-OF-WAY / w n - ... PROPOSED GRASS ISLAND ' ` PROPOSED SPEED LIMIT SIGN `t // a ,� I Q a ]' �58+0p 9 / PROPOSED CG-i Y 5 C o° e ^ N o° 58+50 ➢ v PROPOSED STREET SIG / 0 �Lu -e ..o � �� .`�-59+00 PROPOSED PUB =- o o •s • PR �( 1 / L.L. � O PROPOSED VDOT STD. CG-2 (TYP.) 59+So WIDTHR/W / OQ;'t 00 CNN �g�\G v EDGE CREEK TAPER 4, ZLu Lu ii J V �I TOP BANK CREEK I / �6i+so ry (U � � i _ -�00 AZ 0 J w z a v V E \' � f PROPOSED RIGHT-OF-WAY � /� � 62x3 �$ o J ROPOSED y' BIKE LANE ` PROPOSED 6' PLANTING STRIP / � a�2 < 0 PROPOSED VDOT STD. CG-6 (TYP.)X /' ` PROPOSED y' BIKE LANE y� / C) PROPOSED RIGHT-OF-WAY ' ; i \\r / ` \ PROPOSED 5' CONCRETE SIDEWALK PROPOSED STOP SIGN / / N / O N 7- - j� - — ___ - --- - PROPOSED CG-22 (TYP. i _i � - -- --- rnLu -- i0P BANK CREEK s -� i /LLJ i l I ZI l O ff j i ! y x - / s� , t � �-,_CENTERLINE CREEK — _ \ _ �" v�l'jl,/ iJOB NO. Z 1 150 CENTERLINE CREEK -- k GRAPHIC SCALE scaEe 3a o ¢ / 5 30 6o 1 —II_30 / e AO e IN/FEET SHEEP NO. FEET) 1 inch = 30 ft. 4 / I 9- I~ T_ I SEE BROOKHILL BLOCKS 11 VSMP PLAN L�J KOCH OUR M / I FOR EXISTING SWM DESIGN INFORMATION --W _� 4ba �� VAR�WIDG PUBLICTHPUB ROAD (WPO2ol8o0086)� ,L J READ ' I zll1 _SCOTT R. LINS_ M N\ O A M Lic. No. 035791 � 22/22 LLP / Ln ------ _ /_ / Z ————— — — — — —— �—----------- --— 0 h — X U ril CONNECT PROPOSED DRAINAGE Z BLOCK 9 SYSTEM TO EXISTING MANHOLE r- " N C D RELOCATE EXISTING FIRE HYDRANT' ' PROPOSED 22" DI WATERLINE I n p3 y OUT OF PROPOSED SIDEWALK TO , / - \45 — — — — — — -- — — _\_ _ � W W-- - - s � d �� � I � THE PROPOSED ANTING STRIP�� ' - - - N\ 54+ o — — —. _ _ _ — 3 - - n U.S. ROUTE 2g SEMINOLE TRAIL — \ — — — — — \ _ \ z N h O EXISTING ROAD - _ \ I o DRAINAGE SYSTEM 1 ` — — EXISTING PUBLIC ROAD ¢ a -456 _ - [J — VAR. WIDTH R/W — — — — _\ _ 4EF4 ' 1. - - - 53`So i D.B. 220, PG. 159; D.B.332, PG 552; 'A u co H.W.P.B. I P -� — \ v) C) m \ I _ — — XISTING 1z' — -458 _ - - - - l ( i 3 J - G. z54 - — — — — — 6O — w M y 46o E _ � ' DI WATERLINE � � — — � — � J o <_ - • • • \ > 3 O 458_ P� �" - '''� i j op ---- ---- / > Z o' Q O \ 5 _ M _ . \ W 52+50 _ _ \ / TREE EVERGREEN (TYP.) ELEC. (TRANSMISSION „ POLE END OF LINE. -. '. -. � �, r / RTE 29 NC . • +oo CROSSES RTE. 29 TO NW) - - - o W 52 — X X�— X a�l ��lr W 51+50 k — X - �, — — slc�/ r P. -- i 51+00 -. , . ° -_ _ _ - — — _— —_-------460, (� ) W i5 +oo 'PRO OSED RO _ s � W W 4 i S S �`°°DRAINAGE SYSTEM GAS MAR x �o e / ° + / / W a9+/ '�/ cuv wIRE I _ -- BLIC S / EXISTIN R� � s x2 N� IDTH PUBLIC I SEE ARCHER AVENUE EXTE / i / Y s VARY— TIE -INTO EXISTING iz" G.V. FOR SWM OUTFALL DESI I I ` / \ 1 =o i `z�gLVE I / CG-6 CURB - c i E \ h — a. o m EXISTINGGREENWAY / / — � � ', �I / ® o ix ' \ / E o BLOCK IO — ,k�'/ wM (2) EXISTING PRESERVED / / b o ' / - STEEP SLOPES (TYP.) k t° / / /� �� �i9� A V - + x " EXISTING SWM FIRE kvDR�N D L. AI RIPRAP LINED UPSTREAM _ _ FACILITY / / / /j /j x ti Z - L9 PROPOSED VDOT REAM ENERGY DISSIPATER, WITH FILTER FABRIC UNDERLAYMENT. FILTER FABRIC TO BE KEYED INTO THE EXISTING GROUND A _ PROPOSED VDOT STD. CONCRETE k t / / -�� / / / / / / /� I// MINIMUM OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE STRIPS OF FABRIC HEADWALL WITH 45° WING WALLS / / / / / �/� / i l CD �"� o SHALL OVERLAP A MINIMUM OF 12". ENERGY DISSIPATER DIMENSIONS: 35' LONG, 10' t SEE ARCHER AVENUE EXTENDED VSMP PLAN / / / / / \/ / N PROPOSED VDOT �J / / / / / � `s I WIDE AT THE CULVERT AND 16' WIDE AT THE END. STONE HICKNESS=18" STD. EW-1 - - / FOR SWM OUTFALL DESIGN INFORMATION ` / / / / / ���� 1 / _ 3 i _ i. M W /�� ti EXISTING MANAGED STEEP SLOPES (TYP.) I1000,/ D UOUS�E Tv . Q o ✓ / / ( F") o, a EXISTING SWM EMERGENCY 0UTFALL TO PROPOSED RE-ROUTING OF ? pti/ / / / DISCHARGE INTO PROPOSED RIPRAP DITCH EXISTING SWM OUTFACCN E d / / / // / „,; #_ SEE ARCHER AVENUE EXTENDED VSMP PLAN / / / U ; / 'r'� — wXISTING STREAM / / / ��`4 (/r, VI/ \ / di �� 1 � 34 N FOR SWM DESIGN INFORMATION/�z��l 0 TR.,3p / / / // / N s 1 / / P PLAN I W� TZ - - - / PROPOSED VDOT STD. CLASS Al RIPRAP OUTFACE / < - - Z MATIO L(J ° -= 418 / q w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT / / _ �I/ % �jp° / / o Q 1800086) LJ I _ / (L=1o', W1=4', W2=8', D=1.5' MIN.) / // // �I / EXISTING 12" DI WATERLINE d / PROPOSED FIRE HY � WOmV� / // // /��� �� J s I 4 ASSEMBLY w 1z' x6" TEE 0�� J In N 3 / DR T ED VDOT STD. EW-1 — // // // �� v�� W PROPOSED RIPRAP DITCH PROP_OS / // ,A / / i J a A (/ �--� ILu., _PROPOSED 1z" DI WATERLINE-- of \ Y I o w l H - 13 PROPOSED 12" DI WATERLINE /a O Lu M M — 4 \ TREE LINE (RELOCATE EXISTING FIRE HYDRANT _ 56+00 56+So M�� • � l + o �j-� � OUT OF PROPOSE SIDEWALK /®/ / � � CD s k / -- NC 5 "`o — 57+o0=_ - M \ THE PROPOSED PLANTING STRIP // Z Q 55 -..... I i CG-2 CURB 5 +o s PROPOSED 1 57+so 6 EXISTING 12" GATE VALVES SHALL U wOT r--� o o _ L nT � VDSTD. CD-z � o ° ° � / � BE MODIFIED TO BE FLUSH WITH � Q a PR ASSEMBLYw/12"x6"TEE /// o W ^/ OPOSED FIRE HYDRANT CONC THE PROPOSED PAVEMENT ' Q ° .. 9 +o LL.I . 58 � VAUL o M 5 M 3 59+00 D M So j PROPOSED 72" RCP CULVERT - N z s 59+So\ 6 - M\t'. _ - - Q O� ul < U 0 `o LL z y _ // r r _ - CREEK \ � • �- \ ` � _ � \ ---- 50 — -- �-: � OQ�Z w aee w QD O���ED PUB NUE 2�T11z 61+00 !M / +�o /' �O / w 4` 3 BANK RrL 4 VAR. wIDT L CROA = 6 r w 1 P O ED VDOT V �V A H PUBLIC R/W. ii PROPOSED ° - PROPOSED FLAT VDO� CLASS AI OAR AGGREGATE V -. VDOT STD. CD-1 W,2-'c / z / P OP SED DO STD. NC ETEk t „' �,� j;STD. ES-1 OUTLET PROTECTION w/ GEOTEXTILE FILTER FABRIC - - -- __ - J ° - �/ UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. \ \ \ \ -�.,. ° \ --- - N _ r 6 } / // ~ H� 0 GROUND 9" MIN. AT ENDS & ALONG PERIMETER. PROPOSED ROAD' - / .FABRIC TO OVERLAP A MIN. OF 9" \ \ • ° • PROPOSEDG V.1& 1z° PLUG.. r x o REMOVE / / LLI + / DRAINAGE SYSTEM EXISTING 1z" WATERLINE &TIE-IN / a > (L 10, W1-4', W2=10', D=18' MIN.) \ �- � (3)- 2 TO EXISTING 1z" DI WATERLINE ✓ --T�� NOTE: ALL SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEPSLOPE- OPE _ - _ _ OPOSEDROAD - INAGE SYSTEM 12 �__ XISTING GRE NE WAY \ \ IX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF / 62x3. o Q o N `6o LBS. PER ACRE OR 1 LB PER i 000 SF UNLESS SPECIFIED OTHERWISE (TYP.) / / >_ A l �- SEE ARCHER AVENUE EXTENDED VSMP PLAN FOR SWM OUT ILL DESIGN INFORMATION /N f /i � _ � �� ) EXISTING 18" RCP CULVERT TO REMAIN _--- __-_ / w F � - - - - �- TOP BANK CREEK s.,= -�� _ 0LLJ ^ w iA'TERLINE CREEK �� SSMF✓ / �/ �/ d � -O . / PROPOS)ED VDOT CL. Al RIPRAP LINI`D DOWNSTREAM OUTLET "�- TOP = 435.05' l / JOB NO. EXISTING STREAM _ - / ,PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER Y - XISTING SANITARY SEWER p 7 g -FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM -CR1��H"I� scrE"EN 182150o // _ _(� EXISTING STREAM TER i OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE _, 'I- _ _ _ — _ �- /) CENTERLINE CREE EXISTING PRESERVED r k ' DISSIPATER ASTRIPS OF ND WIDE S: 16' END. STONE THISHALL OVERLAP A MINIMUM OCKNESS ENERGY y r -;O o i 3°� bow ��� / Cr ,/ / SCALE / STEEP SLOPES (TYP.) ` k k ` t DISSIPATER DIMENSIONS: 16' LONG, 10' WIDE AT THE 1 "=30' EXISTING WETLANDS C, STONE - - - / / I _ // o° / / - — _ / / / - — fi N 1S'T-- ( i SHEET NO. a 1 inch FE 30) ft. — �� I / / / / 5 Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Intermediate h a Base b a Sub -base h a Dp ADT Archer Avenue 3851 2 3871 4 4 19.47 SM-9.5 1.5 2.25 IM-19.10A 1.5 1.67 BM-25 5 2.25 21A 5 0.6 20.13 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY, THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY, IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY, ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA77ONS ARE APPROXIMA7E, EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONS7RUC77ON. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL OFFSET INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC770NS ARE INSTALLED, ALL RESlDEN71AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM Wl774 THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 0774ER 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 TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDO7"S VIDEO CAMERA INSPECTION PROCEDURE AND Wl174 A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES. GR.4DING 1. THE LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE 2020 ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA7701V SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED 4 TOP I CURB (5' MIN.) 4" CONC. 3000 psi MIN. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 6" N �� i' 6" 2 STANDARD CG-6 STONE#SBASE UNDER CURB & CURB &GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKFIWNG. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE ASPHALT PAVING - MILL & OVERLAY CONSTRUC77ON OF THE SUBGRADE- NO SCALE DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA7IONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. ASPHALT PAVING -PUBLIC ROADS 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED NO SCALE GRADATION FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGA7E BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE 7REATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT PRIME COAT RC-250 ® 0.3 GAL./SQ. M.). & BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS WALLS SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L 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. N. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). WP-2 1' 1 5' ' SM-9-5 JRSE /EMENT )NE SUB -BASE SUB -GRADE PROPOSED 1.5" SM-9.5 SURFACE COURSE PROPOSED 3" BM-25 INTERMEDIATE COURSE PROPOSED 6" 2i-A BASE COURSE COMPACTED SUB -GRADE ADJACENT TRAVEL LANE ASPHA T PAWNENT WIDENED 12 EDP£ OF ENISING PAVENENI (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED GONSIRIJCTION JGWi E%SING ASPNki LPYEPi RtOPGSW ASPHALT LAYERS EpsTwG su9Ass PROPOSW suBBISE CUMPKTW SIACRME CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS 10 EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENED LAYERS ® PROPOSED MINIMUM I A NCH THICK .ASPHALT SURFACE COURSE SEE NOTE SO • MIN U INCHES. OR BROADER ASNECESSARY TO ABUT THE FULL TNCKNSS OF EXISTING µPHKT LAYERS µ DETERMINED By CORES (SEE NOTE BID NOTES: L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT ONGN IN K.P.GIAMCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE EN3NEER. 2 THE PAVEMENT MEDIUM FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPED OF THE LAYERS BE EXISTNG PAVELEM_ SU SURFACE IXRM OF THE EXISTING AND PROPOSED PAVEMENT SHILL GE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF ABLE CORES SHALL BE TAKEN µMe ME CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE MD THICKNESS OF EXISTING PAVENlO LAYERS THESE CORK SHALL PE SPACED NO MORE THM SW FEET WANT. 4. 1N ADJACENT TRAVEL LACE SHALL BE FILLED A MINIMUM DEPTH M 1 INCHES M µ CHES ME REPLACED WITH SALT SURFACE COURSE TO MATCH THE PROPOSED PMEWN WIDENING SURFACE CgNSE. UNLESS WAIVED BY 1PE ENGINEER. 5, 7, ENGINEER MAY REQUIRE THE MUUNG DEPTH OF THE LUSTING PAVEMENT TO BE ADJUSTED ANME ADJUSTED TO MEW ACCEPTABLE PAVEMENT CROSS -SLOPE ME EFFECTIVE SMI6ALE DRAINAGE. B. EXISTING PAVEMENT MNUNGS AND MARKERS WITHIN THE PROJECT LINTS SHALL BE RESTORED SUBJECT TO iNE MPRUVk a TIE EIMANEER T. FIN& TRANSVERSE PAVEMENT TIE IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 35 OF THE SPECIFICATIONS EXCEPT THAT ALL JEWS AT DEIGN LOWTUNS SHALL BE TESTED USED A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH TIE REQUIREMENTS OF SECTOR 315 OF THE SKCIFICARMS ROM D BRWE K ASPHALT PAVEMENT WIDENING MsTNGNss MEET , of 1 RENspx DAZE FOR WIDENING SUBJECT TO TRAFFIC 30].G2 t 77i V EGIMA DEPARTMENT OF TRANSPORTATION 315 11/4 -:1' ANTIN STRIP) WITH TOP C SIDEWALK) 1/4":I' All STRIP) JL 114":11 1/4":i 6" WHITE LANE STRIPING 6" WHITE LANE STRIPING f 2.5 4' 12' VAR. WID H-MAX 8' 12, '(CG-6 CURB (BIKE LANE) (TRAVEL LANE) (MEDIAN) (TRAVEL LANE) (BIKE LANE) (CG-B CURB & GUTTER) I &GUTTER) VAR. WI DTH - MAX 44' F/C-F/C VAR. WIDTH - MAX 69' R/W-RAJ TYPICAL STR�'�'T SECTION - LIAR. IYIDTH PUBLIC ROAD RIX �ARCHTR 4 VENUZ - STA. 51f20 TO 58f2OJ 25 MPH DESICN S"P=IJ (NOT TO SCALE) JL (POINTOF 1/4":1' 6" WHITE LANE STRIPING 6" WHITE LANE ST I'S 4 u' VAR. WID H-MAX 8' 12' 12 NL '(CG-BLURB I (BIKELANE) (TRAVEL LANE) (MEDIAN) (TURN LANE) (TURN LANE) &GER) VAR. WIDTH - MAX 56' F/C-F/C VAR. WIDTH - MAX 8i' R/W-R/W TYPICAL STR�'�'T SECTION - VAR. XID-7 PUBLIC ROAD RIX (ARCH -ER AVENUZ - STA. 587L25 TO 617L88) 25 MPH -5!, N SP-FWYD (NOT TO SCALE) NO PROJECTION OF PPE ABOVE GROUND LINE NH 1110 DU zl D IXI BEDDING NATIONAL NORMAL EARTH FOUNDATION I PIPE PROJECTION ABOVE GROUND LINE L' NN. OF TEL NORMAL EARTH FOUNDATION I ROCK FOUNDATION I OTHERWISE UNSUITABLEMATERIAL IN ACCOACCORDANCECE NIX BRIDGE SECTION 302 W THE ROD NU ® BEWNG AD AND EMBµp.EHi NOTES: SPECIFICATIONS. CLA53I BKI6LL MATERIAL IN ACCORDANCE THE RON µ0 REGALµ WOULD MATERIAL IN ACCORDANCE WITHLAN AW OF THE ROM µD BRUCE FOR GENERAL NOTES ON PPE KE . SEE INSTALLATION OF RK CULVERTS µD STOW SEWERS GENERAL NOTES NTH SECTION 302 CF WIIDGE SRGFICATIONS. SPECIFICATILWS. CN SHEET 107.00. FULL PLASTIC MEW _ I FOP AL OTHER PPE SEGUEµ B+GRRL wiERN. N KLORDMLE T. $ECTId1 SD2 Ci TXE ROfO LA53 COHfOWNG i0 1XE B" NNINx CLA4 2 BMKFILL wlER41 PLACED OPECRT AVER RR ND 8" REGULAR BASHFUL NATEPIAL, µ0 BRIDLE SPECIFICATIONS. GZE REE-M BI FLR CWSXEI RW 00 AGGREGSIZE 25 MO 38 MAY BE AR IS" OF 0.MS 3 BACK FILL YµERIA, USED IN PLACE OF CLASS I BACKFILL, X ACCORDANCE WITH YCDGH SMOF lift WM MO SFLG: SPECFICATKXIS. �VO13T INSTALL. OF PIPE CULVERTS AND STORM SEWERS °A9Ea[ML1W WM MD MGM STM'DANDs CIRC. PIPE BEDDING AND BACKFILL - METHOD VIRGINIA DEPARTMENT OF iflMSPCWTAipH "A" 302 03 SHEET I DF . REVIWON DATE 0)/IS NZ.OI O-3A B, 3C EXPANSION KEYED EXPANSION JOINT 3'-p" AME_GALOv q INLET�BKN OF SMWAN . 'p"JT �Ap CGG4i\ Bµs Dl `I GUTTER H .........:ooeo=eoeoeo: H :..... .. ... _ :.. :...L..:---------------I�a - �111111 S D SEE NOTE 1 A'. xVH TO BE SEWLED NTH MORTAR IL r - NOTES: I. "M' MAY BE REDUCED CUTE "x" IS.n A MKINUM CF 4" WHERE XH ED C WOULD PRTOP Or ABOVE SMOLDER LIME. DI NO CASE .A TOP OF ENOWALL PgDIFCT ABOVE FILL SLOPE, DITCH $LOR.OR SHOULDER 2. MS ITEM MAY HE PRECAST A CAST IN PLACE. .1 ALL CAST 1IN PLAE CONCRETE TO BE CLASS M. FOR PRECAST YE 10. 4, ESTO DASD TO BE USED WITH STRAIGHT CRd39 NO AL 5.:EADWALL TO BE MODIFIED IN ALL µEIS EXCEPT WHERE A CONFLICT WITH INVERT, EW-, ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" I5" ME 21" OR 24" TOR SO']]" OR 36" A 0,.a- O'He. p._9. V-11.. I..p- T.O.. B V-IT• 1. 1. Y.]" L•6• 1•.91• 21•0•1 C P,V, Y.T, Y.6" 2--2• 2,_6„ 2•_9'• 0 r-D•• I,-r, 1,.6•• 2•.0• 2•_6•• S•.p'• W. / aTS .. / O,_3 3 . 0..2116" pi-3„ CUBIC YARDS OF CGIRCREIE CORC.PPE .241 1 OA92 I0.69) CUM. PIPE 0.257 OUT 1 0.739 1.]N LW0 ].145 BM F U- NAR A / 11:-BA+s NJTE Se D TT FncE OF c"RBJ ER LR N LCNTROL .plNi CRACK CONTROL JOINT W g -0 PLAN SECTION A -A raA p'Nµ. KEYED COMM. JOINTI LvMIµLE � F1nx. SO' 2..p.. 6. 2..6., °.. 2•, -I B 3- •• WANED GUTTE APPROACH - 3 BARS A CUTTER DD HOT BEVEL AVERT Fy1 IC S. BEVEL EDGE R REQUIRED M 11E IEIOWXL AT THE INLET END OF 11E CULVERT (WHERE THE FLOW ENTERS THE CULVERT). ). NEKWRL AT THE OUTLETEND OF THE CULVERT MAY BE EITHER SWORE EDGE ABEVEL EOCE. &ON ENALLOW FILLS, WHERE EN011 A9E 1'M LESS BELOW SHOULDER LNE THE TOP OF TIE ENOWALL SHALL BE COIQUALCID. µ4LEL TO THE GRADE OF THE RpeD. 9. Y" CHµFER MAY R PROVIDED ON ALL EWES AT MANUFACTURERS OPTION. EWHA ENOWALL FOR ELLIPTICAL PIPE 9ZE OF ELLIPTICAL WE CULVERT (AIµ . MUM 23'MIX Me 119" 36"u22" 3R1"xz4" 42"a22- 45"V29" 49132" M'xM" A D'-e- 0-9 0-10- 0'-10- p'-T" O'-W" r-o^ 1-0" I-o- a I'-2- 11-5•' I' -1. p-b" 1'-B" 1'-10'• 1'-11• Yql•• C M1B• f_H' y-T' Dl Y-S• 2•-7•• 2•-b' p-9•• T-p- z.-D- r-].. r-5" z-XV z-Ip- p_B. p,.B„ p._p„ p..5i. p,.q. p,.g. D_W S..Ti ]..B'. 4..0.. 4..2.. 4i_1i 4`7' L 5'_5•• 2•_2'• W_A" 9•_2•• I0•_2•• 10'-11- 12•_1- 12'_11 4'-5- O O-Y/" O•-Y/" RqY• O.4" O•-41/e D'-0�" O'-5" 0'-� ' b i'• 0'-z:/X" O'-TES" D•-3^ O•-9/i D'-3];• p'_a• p'-,%" C+TAC YaND9 OF COIRCREIE CGN,PIPE O..WL 09ED L2]fi ESCD Lmt z.1.1 z. s+z 2.901 ENLACE A CGPY OF THE ORIGNAL SEALED NO SGIED IXMWWG 15 ON FEE N THE CENTRAL OFFICE. STANDARD ENDWALL FOR PIPE CULVERTS p5 12" - 36" AND 23" z 14" - 5 " x 34" AL PIPES ELLIPTICAL .2 CIRCULAR 3 C NRONIp DEPARTMENT OF TRANSPORTATION TABLE OF QUANTITIES �VDOT SPECIR:AMM flOF Q £ ROM AND BMW LAND flEVISW DATE SHEET 1 pF 1 IOa wn9 SDz OLO1 WNAM3C Bil3W.3U NIME.X..77II-' m LTAS7mI��0�37 �J IEMDom; mzmnx mmm ILT'3AJmum I'�L7FZ➢iC7 i147esesi���05311M iS�is7 BIIIITT' III00�©t)6�T3['i©®o®o�o�osratT� t�i iFG1•t']FiaOt'�L�1 <�SJ7�3!7F1��0®tf Ali©�Ot'C'aii� raEnT����o�oras+.rs���ao®o�:ao�o�r•'a�a f'l •iiH'l�i!f111lE1f5�� lH�t!• iIILE)•■Y �s�ss��o�10�>�EaE�o®orcao�orrail NIETr Mr2ra�!• �a sJTTs s1�:a ©tea � szTrra(-� s� �)a o ®o Rav si rsa o s)sa �_s f 7 t1f i� tlr-a 0 m r:SJF1!•� Eat E� ®o IFQa 0 o Err-730 <Rz1 f7EFTMEFrM�� Of:iQ7Tdf•'�AED'�El A f:JE7f'� 1•{'.:ldalAf5M7TSf•1�E)•i>ff�DINTf:7 Ill Ill£a�l �A7A ffx=i?• iL=frr:7 E 11IMMer7�o� rrs.r+ra?a s>6� Eaa �� R.ii�>•sr•as=sa �11 0EZ'1�IF7 ,^�E1 E6�o�aiAEF'7ARai1•it�7 IL''':1 MCA o m m seas:Tcris3rcir'�fea,sn-_--'^-sis�a•�E�'assrr)a��rasasraa i'7s1i7t1ETf0tH'alFAf7677"SPOE1 E76�©!E7 f-�Il 1Q�7 Elf 1110msRf "x NOTES BµS L DEPTH OF INLET ME TO BE SHOWN UR RA6. ). N4 % 0` SMSOTI WWELS AT MPROWATELT V. Ct TO Y RKEO IN NL IAEI6 MAKFNT 16 THIS AREA MAY BE FAWN NEW CASE THE ENPAl9pM SMi4 TWINULT TO dMETEP OAKS E 2 SHOWN W THE STANDARDS CIFIC i0 INUTTW CONCRETE i0 PREVENT dA1B ND CUTTER. WEEP HALE FRONT ELEVATION " 1•_8•• S.. BIRs B MOB SPECIFIC ON BWILL M'"NEAWE�REo°FI U WE THEMEANS LK WTFALL gTTLEIENT. pONTETE auNRIrIEs SHOWN ME FOI D@M - -- = - (GUTTER REMOVED) BFAs F WE TO THE TOP OF THE STRUCTURE N 3^ ONLTER WEEP HKKE TO BE LOCATED TO BE. IM OF 3'-Z" WWOUT PRS. TFE MIUMF }/" FILM "H" DIMENSIONS NE APPROXIMATE ONLY FOR ESTIMATING PURIVYs AND THE Kruk MUM" M BBASEwTENAL. WEEP LpL^� WITH H`X6` xASTI[ INRW/RF CLOrx 1'• KSX UPLACW BY PIPES MOAT ff UUHCTER TO OBTAIN TRUE WIMIr[S. FOR MEiS OF B E� Sx'/" BExi P. SECTION B-B CONTRA T SHALL BE DETERMINED I BY THE CONTRACTOR FR01H FIELD CONDITIONS. BE WLVµUES. STEEL. ME YN(INO WIRE bkE1FA LLOl" NHEBFA 4 {ESX NO CLOTH MCH&& F Y TO THE d1E9L ONEIRENT DEPTHS KD UI ABTRKT 0.32 CUBIC YARD U CONCRETE FM EACH FOOT OF DE YAR 3. WHEN 9 MM ON THE PLANS TIE INVERT 6 OF THE STMGTAE. TYPE A NOSE RETAIL SHALL SE USED WITH LG 3 6 W-) STANDARDS. ,A. R -• Lz% "N2% „HAUL.. CALV µX2 :O TO BE SNW W IS FGCUpµLE WRX STANDARD B-IL THE OUST OF NNNNEG MG RKEG ALL MATFAALS NOO & TO 11E SHAUXO 6 TO W 0. NL REEEdiCNG STEEL. SXkL HAVE A MN. fAYFA OF 2`. O, LFXGTX OF MiCLE NOX A4 MOWN W SHEET t OF 2 N TO BE L iY` AT 4,11) TYPE B NOSE GETk SHALL BE ADD NTH CD2 4 EG-A STANDARDS. TYPE A NEALpEO N THE W PACE FM 11E STRUCTURE. 11. W LEHR m LFN.TX OF ONE URBAN. CAVMRED PLATE FOR TYPE A TO BE BENT ON AN ARGUE OF 68.30' TYPE B /2" X 4` STUD SHEµ CONNECTOR WELDED TO AGUE BON AT 2'C-C. N OE EVENT THE INVERT OF THE OUIFML p. NL HEILFLRCWG SIRE TO R GUT MEW LF kL BEDLIMGS BY 2". 0. ,ILL HREMEDRCING BARS TO SEWS µ0 IS i0 BE ANCHORED D NTH '/�" X 9" STUD SHEAR WELDED WELDED iU BENT PLATE Ai rc-c. NOSE DETAILS 4. APE IS HIGHERJ7aF THAN ME F THE STRUCTURE CF RE TXE AWES OF TNT SHAU 0. TO BE CLASS AS CRET-N PLkx COST 20. NHET INLET 6 USED d 4'O OML BALK DF 2 BE TMTO SHAME BE SHAPED WITH CFLDIi MORiµ TO WE WENT STANDING OR n� BE WATER RMI6 DODO PSI). PRECAST COGRETE 6 TO BE 40DID Pla. INLET IB TO BE SHAMED TO CLYFONN TO PROPOSED CINB. DI-3A d-SR L dac • WARPED PAVEMENT THE pl/SL'HCL MAiREN/LSSTNCRIIFr°AL�TO ° @ IDM.TH OF SLOT N WLL.N EVERY CARE. ff �1 THE SIMx] Is ro IE NSLOED x TIE BD fPIH FORWESTRI:CTAE. sIpWM ON RM6. ANTIS STRIP) 2.5 ' 6' -(CG-BCURB MLANTP &GUTTER) STRIP) SIDEWALK) 5' I n-s, u sxxE TD�q�ja_ x FOR TALE OF DIMEXWNB DIG VOCALS FOR CNOLM MKS STANDARD EBI YE SHEET 2 OF 3. z. FpF TABLE OF DIMENSIONS ND vaAEB F3. ELLIPTICAL O SPES (STNIOMD FW-RN 9EE LEEi 3 OF ]. ]. TARS ITEM MAY BE PRECAST OR CART N RILE. DETAIL A 4. ON sHNLOw FFls FEWE ENOWALS WE r OR LESS BD.DW 91pLr.DU1 llE. TM TGP OF TIE EHLYIAL SHILL BE CASTNFCTO PARALLEL TO THE 4WWE { ROM. °. NL C/Sr N R/CE CONCRETE TO BE CLASS N. FOR PRECAST SEE sHEETs 10LO6 ND %1LOr. FRLWwE 0. N ND GA4 91KL TOM C£ EMMML RN,EDT IWVE FLL BtOFEDTCH s .M slpuDER. p e I T. TH6 srwONro TD SE usEO Wnn aTnAGl+r LFDssrRGs ` NN ro E•. TS ODUST FFOR O NCLIpEp x °' ` NINMINIMUM DETAIL B w H^`LR�Asp CONCRETE, 9. IE/OWAL TO K BEVELED IN NL MEA4 EXCEPT WHERE A CAiIFT WITH MOT MD wNawNlw OCCLR AM RAGE MMREWI (R NWSI =AL�AT Bl1E CIILVFRI). KK LL AT TIE MEET ME BE THE CULVERT MAT K FRHER SNARE FOEE GR PEVEL FOOL. _ ` „ OJ, n rJRAJE=d wr W I+N�vDEn MEAL EGms AT KTLWERS CPSKN. y� S'V- ST9 EW-TEA n12' -- -:� i ( A 111 SECTION A -A 1111 "/ 11 -LL-- I II 3 END ELEVATION I 1 SIDE ELEVATION �vDOT STANDARD ENDWALL FOR PIPE CULVERTS ROM AMA INOGE sTMOMos 42" - 98" CIRCULAR AND 8W' x 38" - 106" x 68" ELLIPTICAL PIPES WVISW pI3E sIFAT V6°IMA DEPARTMENT BE TNNRTORTAMIN 101.W Bµ5 X 1. DEPTH OF INLET ME TO SE SHOWN ON PP NOTES0. NL 166LORCIN) STEEL 9N/I.L wK A MINT o OF 2'. DMEv�T'x-TSEEM W Fw°riLcis LO°Ess-i,MrR e' LEE srNONp N-3A 30, x. xL WL r6NEOpINe STEEL TO PE drt IxFM OF z. txE `N' BNELRSON sHONR ON TIE STADMOs kL OPDEIGS BT 2•. MD µECdFO OH THE PLAVe WILL eE FAW THE INVERT OF THE WTFNL It CA9T-N PUCE CONCRETE 6 TO BE CL/DS AS D000 P911. NEDAST CgGETE 6 1Yi E eA S x WE TO 1TE TOP OF THE sT61LTINE WE 70 9s a R• c-c NM1 V• DEEfd'!6 ARE µPROP U 4,1p0 PSI. Fa FSTYATNG PlN80EES AID THE ACl1lAL S EEIENRKO NY TE 12. LENGTH OF ROT LU MAY" N EVEN CADMIUM LEIS N6NW ON PLN6. CONTRACTORME CQITF/CTGI FNDM FElD COOTIDI6. J. wHLRJ sPEFEeD ON THE PLANS 1HL NVSRT 6 .•MEMO FORK Li 9. INLET 6 DEEMED ri r 6 To Y swPED To carmw NIN N' 2'•N• W" ro BE = N ACCORDANCE NTx STANDARD 11E COST OF FI6N9M0 AD PLACING AL woPNffD LYAe. wTFIJA3 RICE K TO TFE e w 6 TO RE KLIRO N TIE RR RPl FD1 TIE SINGTAE. 14. F OPTIONPL CONSDe1CTICN JCMT IS USED N 6 TO SE NEYED. NL'PLICES IN BA6 V TO BE SECTION A -A {. N THE EVFMi TIE AVERT OF TIE WIFMl A WAIN a 40 dnETERs Rzml. FPE HOOKER THAN THE OF TXE b. FCR PLNR VEW Ci NET SEE STANDARD N-J A FLUC ME STRUCTURE sIFLL m1NCD WITH LTl1ERN NwrAR TO BE %WA AVERT CO THE TMTO ]B, %. M&L IREIENT STANDING OR PRONG OF WATER W. QUANTITIES SHOWN µID FOR WARN NR A Tld STRUCTURE THE COST CV FD& TO MG RKiMC ALL wTERVLS INGIMNTK ro OF EACH TYPE. FOR NETS OF pEAIEA DEPTH D HE GI LOWEST ROT 4) NARERENI6 SHOWN EF IpTF re THE SMµING 6 r0 R MALLOW N THE N6 ANE FOR THE STRUCTURE PER FOOT MUST BE ADDED. THE AMOUNT OF CONCRETE NO STIM. DISp FLED NT PIPES 6. SFPS NE REOUIED. F(N OEFµR SEE MUST BE DEDUCTED TO OBTAIN THE QUAVIDES eiµDNG eT-1. U. FOR MEDIUM OF BARS MEOW W NG L e- INFO ROM WY BE PN:CAST OR CAST-N-RAGE. HARDWARE SSEE 4,1 lEM1He SEE EMIT 10{.p. am T, i 4 X S• SNINM DOWELS AT FPPWIIWTELY IY' C-C TO BE PLAG O N ALL MIDIS MIT T N. FCR OO°CRPTIWI M e LOCATION OF WEIEION SI®AGE TO RANTING NIL M TO PREVENT L FLEE RIFET A4.01 WEEP HOLE. SERLDFIIM. N USE FF MODULE A S• X 4" sµs sEE NOTE e. x0Ttl1 wr BE FRONDED. YE srIlDNO 6. FOR ALL RTMLS DIEXSIURS NU T-U-A4 FEW ACME W CE9U1. REKUICNC STEEL AEOVE i{W° LIME SEE 9„ C-C B. 3• WILIER WEEP HOLE TO BE LOCATED TO - UIMx SIeflASE wTERNL. M1IP FRE STANDARD d-M SN, W. ,z^xU^ PLMTC NVDWME CLOTn .° WEN OR 44VµOID STEEL ME. WIPE A UME'EA 403• MM®i 4 YESX XNAWNE CLOTH MLIpRID FASLY TO TOE WTSDE OF THE SIN.. TILE OF REWORCJNG STEEL BMIS H BARS 1, SFAS V N0. IETN'TH W. LEHIIX HP LENGTH Rf011 NE01]. NE09. MCRDAENTS TO BE IDDm FOR EACH AWITI DEPTH (OT FOOT OF HI / MOT LE <L) N L COOLIE 51FIl CttICIE2 STEEL a. YNI1 rN. wI. pan - - p.]n 34 0.Z4 R]3 I N OR2 VDOT SPECFICATN.W SPECFICATIaI STANDARD CURB DROP INLET WFERE E SERENE STANDARD CURB DROP INLET �T �VDOT STANDARD CURB DROP INLET �PEE�pWQ ROM AND BRIDGE sTON00ROs ROM MU BRIDGE aTAVpMos ROM ND vl.'OE STMGMM sNET I v 2 REVIMON DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' v3 z,. 12" - 30" PIPE: MAXIMUM DEPTH (IT) - B. REVISION DATE sNEr z a 2 SHEET 1 a I REV6XN DAre 12" - 30" PIPS DEPTH (H) B' TO 20' 233 p4 aB oe/ID VIRGINIA DEPARTMOT pF THMSPORTANOx 3pR 3p2 VIRGNA CEPMi1LNr a TRMS?pRTAIpNSZE p4.p y{,N VPaHA DEPN[IIEMr Of 1RN6PUtiAIEN CG-11 CG 12 A CG-12 XOTDOWNROMENTS CF OIL® MAPS CONSIST OF THE FOLLOWING: NOTE: WHEN A PEMSTRIµ ACCESS ROUTE 5 DOWELS B" LLNI FERMIs510LE - - T. OWN IC CEMENT SIDEWALK (DEPTH IN INCHES. AREA N SQUARE VANDSI UROS54 A <OERC1. ENTRANCE CAS WHEN REWRED (CG-2 BE CG-3 N ENEµ FEET) -'�- TIE cposs sLEPE sxkL RX FOR l:i Iz^ oc' MN'iRucnOu NM GENERAL NOTES AS . SDla eli R.WEp N spuAK TONDO A WIDTH OF 5 REi, �. 1. THE DETECTABLE WIRWNG SHALL PROVIDED By TRUNCATED OWES EACH OF THE KOVL ITEX$ IS A SEPARATE PAY ITEM µD SHOULD BE SUNNEWDED FOR EACH CLIMB CUT RAMP. Al vAS MA NE ME IT 3 GENERAL NOTES iR:t MM �'S i• .'MN R. ALL CERCTARE WAOLNC SURFACE PRODUCTS SHALL MEET THE REOMATEENiS SIDEWALK IRMIUS TO BE AS o O p5 MNILLE MACKAYFGMAY (SEE MIT 31 p - B [•% DE ECTABL 50{ OF THE SPECIFICATIONS FOR Cp-V DETECTIBLE WARNING SURFACE. ,K:1 M.V, RMP p:i MA% SHOWN ON PLM51 1. WKN USED N COIJLNC1pX WTH STµ0µ0 CE-] T• A:r_YA% 1 \ T DETECTABLE WARNINGCTSUFKE ER 72. USED fxkL PE FgON LxE MATERIALS '_ pUd15 i0 BEM M CE-). THE DNB FACE W TXB STANDARD 6 TO L JT 'V µPRWED PRWVCT LIST NUMBER TR. T1 r $XOWX ON Rµsl PE O SAD TO MATCH rM MWNTABE DIRE ]. SLOPMG ACES OF CAB RAP MAY BE POURED M MOUTHEALLY WRH RAMP y W-2 at GOES CONFIOWATIDL. FLOOR Oi BY USNL REMEMBERED CONSTRUCTION JOINT WITH REWIED BN6. RAMP WITH BUFFER STRIP Y REOUIRED Bµ5 µE TO WE NO.5 X OF PLACED I'CENTER TO CENTER &ME :TE SIDEWALK 2 USED STAND WITH CC-12 FOR 0 W'p 'tMAP DES. TO BE SEE TAYD (SF 1[ IffiE) iRNLSNMX gJTIER PAu SLOP= y n 30TH DOE COVER f/ FLOOR, W-DEPTH OF RMP FLOOR. MINMW e Y 10:R MINI -- 9DEWHN r A t0 2p'1 iNFRU RMP LENGM 5' WR 5. ROADWAY CAB / CLIMB µD CUTTER SLOPE TRANSITIONS MJM£NT TO CURB TYPE A TEE ---- TRANSITION CUTTER Pµ SLOPE 12R NPR' RMIEN ME INCLUDED IN PAYMENT FOR AIRS / CURB AND GAITER. XpiE A s pPTILHN AVAVED SPACE 3 MANLIIE PAVEMENT SNILL BE CONSTRICTED TO THE TO 20:1 THRONG„ al LENGTH BETTER Pµ MAXIMUM SLOPE DIN RBI MY� !t PERPENDICULAR ROW LIME 6. CURB RAPS ME HALL MATCH FOR SIDEWALKS WIDTH SHARED USE PAVING. E U EDT„ OF R/W LINE (EXCEPT µY SL%RME STABILIZATION E OARS NAME SHALL wlp SIDEWALK WE MI WHEN WIDTH BAWL GE HE T / '4 REQUIRED FOR MNHLME PAVEMENT WHDI CM BE OF THEWAKE NM A PATH. USE PANT. ME MINIMUM WIDix SHALL BE THE WDin J3MN LL C%mPµSDN WITTED W TE ENTRMCE: M ) OF AXE SNARED USE PATH. SNW a. RMN cuW aR COMBINATION CURB AND GUTTER SHAME TO MATCH FACE WITHOUT BUFFER STRIP QUI RµIE LMONGG FLSOO� Fx1EH) ME RLL wNTx OF THE Q:1� SHILL HDl H CONSTRUCTED PEYOND THE GUTTER LLE OF pOMWpy L(IIS ' -- t%TYPE HTf: WIDTH •G TI OR /B MNNLWE WRwAr IXLEpi FGR RfPLALEMENi PULPoSE4 SHOWN ONTYRCk SECipN.ACK 1 9. CURS RAPS CULL BE NSTALLIp Ap LOCATW NTNN PEDESTPoµ CROSSWALKSA /5$NOWT W RMS ORµ OIRELTW 6T iNE EN6EER. LIMB PINPs SMNIL zpn E%N.IPLE INSTILLATION METHODS -SEE PLATS i0R LAYOUTNOi BE WCAIEO BEHIND VEHICLE Sia LIMES,LLCM PoIES.FNE HTORAViS.DSOP PLAN VIEW ENTRANCE NOTES INLETS, Erc. B 9. RAPS RLY BE PLACED L NMIµ IN HE LIMITS SECTIONS PRONGED THAT PARALLEL 5. WHEN THE ENTRANCE RNxI CANNOT ALCOANLDpif THE nxN. -W DAB SL:EXNG IS HE CORRECTION ETIO iK LIMNS OF µID CROSSWALK NO jU KING KWIEIELRS OF ANTICIPATED HEAVY TRUCK R'NN' N[ Twi THE SLOPE AT THE CCNIECTION OF THE CURB OPENING 6 MANLIXE RGMWAY SLOPE IRAFC, THE DEPTH FOR SIDEWALK ° CURB RAMPS SECTION A -A a.N .01 M,S RRPEHWVLµ i0 THE CURB. 10 PµWOLKE CURVE (ENTRMCE pKp WITHN THE LIMITS OF THE RM SHOAO BE ll WE CTA E WARNING SURFACE PNEL3 SHALL ME Wall FLESH WITH MAX INCREASED TO 7'. (SEE LC -IS) pEIECTµLE WAXING SURFIGE PfANSyALf CHIN THE BId. a CAB. 1� EDGE AL PAVEMENT OR BY NAIL 0 Ca611LCTON 12.1 MAX 0%IONY FLOW LINE CRME tlNHGE ® _ _ -- p 5. PLANE NE TO INDICATE WHEN CONSTRUCTION OF A ROW 3D„T -] N W 1L WHERE GIW RAPS MERSECT A NMIµ SECTION DP CURB AT ENTRM m mIHAVEX 4 LINE IS REWIRED TO PgOVIpE P09INC pRNNKf ACROSS - - RRv OR SipE"T GORNEC OR B lFE OETELTI9LE WA9NIxG $uRFKE 9Xx µMEW % _ _ CES 'SEE (Ap55WNx5 - i ENLR E. -rM° - _ _ _ PE µC A FKTGRY RMNS OR BE FIELD -HOOFED µ RECOMMENDED BY TIE M MIWLXE POKWAT --MOTC AND 2040Z'NFOR METHMs OFINSTALLEDSTCDEETTECTABLE-12 WARINS PACES ARaTE 0 T. HIE OESRAME NO Mp%MN EN1RNXi: GRILL CHANGES I � � � � J GN ON A RMF6. ,.ON GRIME DINJLF -- D" N4 LISTED A ES ALLOWABLE A LICABLE GRACE i x' , R- RGXEq iHµ D ALE. THESE VALUES MS NOT APPLICABLE r0 5➢LEEi SECTION B-B T CAGE OF PAVEMENT iONECTWs. Ai XM ,sNE AS 70P OF CURB 5' NOTES ONE DIRECTION COWERCVL ENTRMCE ONE DRECTRNJ INTERSECTION NOTES L FOR GENERAL HOPES ON THE DETECTABLE WANING S NFKE. WITHOUT BUFFER STRIP WITH BUFFER STRIP TYPE C 8. WHEN CGI11T UEFL FELL STREET COHKCTNNS TIE SEE SHEET 1 a 6. PARALLEL IA PERPENDICULAR M CONSTRUCT COME CHANCES WITH A MOLECULE CURVE. CONNECTION N6i BE DESIGNED IN ACCOIDMJCE NTH 2. THE KWRM LENGTH OF A PARALLEL RAMP a LISTED 70 15 FEET, .TO POLICY AND TIE APRILIBLE REQUIREMENTS REGARDLESS OF THE YCPE. TRUNCATED DOZE n OF iN 00 ROM COMM, wMlk, INLLIAINE STOPPING 3, GUTTER PM SHAL BE A MAXINN SLOPE OF MI AT TIE RµP OPENING. SECTION A - A spxi DNTAKE AND K vkuF gEWNENENi9. ,_ DIMWµ NAfEufxr IS NOT PEPYrtrfD. qC -'i C 2.3 L C B. OPipNµ FLOWENE MAY REQUIRE WARPING OF A J "'Y 0 0 0 0 O z PainW OF QUITTER TO PRWICE Pp51mE DRAINAGE 1- b o D o D O o o D o o D W1 ACROSS THE INTERSECTION. B ALLOWABLE ENTRANCE GRADE CHANGES CLASS N CONCRETE - coNCREre , SECTION C-C LOU F INLET 6 COX411LI M N IF2MN CURB OR °' OR A.EPSNWI6RT. FO°EW O�RA6.5 DSFF STANDARD ST-1. SUFFEED �%LIURTIE° a TO BE 5 W6 C Low FLOW I[,-�� jygw �0-.� a Txa 11EW wr RECAST OR CAST-x-ItK.E N. STNDMO NETS wr ECU NCr TMO N`t-«s BAR x EACH cLIdER 1!L 1 DETAIL WHEN USED WITALS*E OWN O IN AG I_W° B,R H EK„ kTw„ATE CpNEu NTNL° SHOWN dH STNGMO DPI,WNE d-YD 1 FOR USE on GRADES FOR TO CURB FDR USE IN sAGs WITHOUT GUTTER SECTION THROUGH ELEVATION RUTH Sell TO BE $TWETRI ENRMC£ VOLUME GRADE CHARGE 'D'• OESRMLE NµIMA.M wcH uOE TIUH 15W vPD Dx 31 MEDIUM 500-1. VPD 53Y 6Y LOW LESS ixµ 5C0 VPo SBF SY NOTE KLOWAN E ENTRANCE aiME TREE 15 NOT µPLICAD E TO STREET CONNECTION soEORCANW VDOT VD13T RFERENDE METHOD OF TREATMENT MOUNDAMER WDOE SrMDM05 ROM MD MIDGE STANDARDS m2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REvrs1W DATE SHEET + of 1 sxRr 3 OF E REVISION Cpre VNGNA DEFµTWENT OF TRµSPoRTATW 0]/15 MAN 204.03 - TYPE B PARALLEL APPLICATION ROADWAY GRACE N PERCENT MINIMUM flNP LENGTH N FEET "' FOCUS 6" CUFN 0 8 1 S ) 2 5 6 3 6 B a ° 0 13 I 6 1{ 15 APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET rypE OMEXSKKL L 4F NOTE RENFdiEflE $TEA Cp„QEIE M- LM.R LM. C aM 4 I 3 JBS 4'-0" 49V kN J.4T vROsswALK are - o D D D o 0 0 o D o D D Or CROSSWNK 000000000000000 ' 1 LM/$X• RNP 0 - o0 o B o o o o o o DIN o y 000000000000000 o 000 a 00 a 0000 a 00 CMLIDTE r �I R ooOOQooO oo Doa oo n 'Ei R ' II 3 BETECTAx,E NMHNE AT BPD! GF WPB B..a" VMIµIF FULL MIBTN CF RMP NODS CPoSSWAy( n SEE N2iE R. BASE pµETFR (y PAY TEE TWO DIRECTIONS SMALLER RADII TWO DIRECT: NS LARGER MIDI DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING WITHOUT BUFFER STRIP INSTALLED ON A RADIUS DETAIL ,. IDEAL SEALED ME SIGNED BRAND 6 A FEE N THE CENT: DETECTABLE WARNING SURF TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION MENTION XVD13T OUNCE ROM AN FRIWE siNGMUS X'A MEET IOF 5 REVISION CUTE 102 504 204,M O4/19 (GENERAL NOTES) VBIXNIA DEPARTMENT OF TRµS'MTATON SCOTT/R. CB'LILINS� Ll No. 0357911 p 8/22/22w4 O� l �'SInATAT. E�rX z O U Z Z Ur) 03 w o fn O z Q O � UE) F � Z w Ir H W Ce rV W N N 0 N W z M Q cyli Cn J I N O O N N z Q o W z JJ z LU > U) ■ V l FQ LIJ I IxI W ' r W O 0 J W � oZS QLU z �' W I- U > O I Q z W Y << LU LU L V Ln W LU z Q � 1 e U) � J LJL ^ LNLJ LL V M< oy 0 O �II� O N m W F- t- H H JOB NO. 182150 SCALE AS SHOWN TEL NO. 6 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. S. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. g. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. iS. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 3.6. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES WATER SEWER 3 A o � LOCATION OF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH ➢i SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 40Y TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-i Top View 6" MINIMUM RESTRAINED JOINT FITTINGS. - — — — — — 42" Minimum Certification of 95% compaction required Galvanized Steel Beam, W12 x 14 (min. size) ---\ 3' min. penetration into undisturbed soil or as approved by the ACSA. d 4' MINIMUM m d d 4" MINIMUM as a TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFlLL g24 INall MIN MIN. MIN. MIN. ,.: 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER —CUT CONDITION UNSTABLE W 4 I INITIAL BACKFlLL 4 MI S. S. B" SOIL MIN. MIM. ._ _ = MIN MIN' #68 STONE ¢RANULAR FILL AS , =�APPROVED BY ACSA % -,•v_,n.;y; STA bCSTABLE SOIL OR ROC\ NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2, NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4-NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS no. W-2 TD-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES B' MIN (270) y' TO 10' 18Y-22" 7 CU. FT. L/SALVE BOX #58 STONE-1 r! 2500 P.S.I. CONCRETE BASE AND THRUST i'•'+..• }' BLOCK AGAINST ° •i.• '. UNDISTURBED STABLE Boo SOIL STEEL PILE ',j WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 6" GATE VALVE RESTRAINED JOINT FITTINGS a., X 6" TEE NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 III EGREE BEND DIMENSIONS N N PLACE 5' GALVANIZED "WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. a FINISHED GRADE of I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LI➢ II z � z N a --- M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK •,d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TO-9 /nR r r . nrC. D'�ho. 035791E 8/22/22 ED n ce 0 ' 0 C CYUl U) ) Z _j U) LU 0 L9LU iN>JY~Q tt C) C`7ZN W NN Ww LU oc:)0N LU LU L U JWW0 HQzFJI � i O = ) O z 0 JOB NO. 182150 SCALE N/A SHEETNO . 7 NTS �,TH OFIT SCOTT R. LINSZ U Lic. No. 035791,D 8/22/22 c� o��SS10NAL w w z z w z z J 475 475 0 0 R 3 z N O J r V/ Z w m O p 0 z J O yy O Q w �'^A ~ 3 w 5 u 0_' s \^\ ° TO REMOVE / PLUG & TIE INTO W 12" W/L WITH A TEE & (3) 12" 0 CONTRACTOR 455 j � - x7l X�/ NSTALL A NEW 12" EX. VALVES TO BE o HE PAVEMENT ED IN THE ROAD, E ONE (1) VALVE LOCATED BEHIND ° E PLAN SHEET o TION. w N Q N p c o 0 E 0 z u M cyi Z�Q N A o LL (� M 3 Q Q LL 0 1 O V//// N a 0 0 0 N z Q O W > 0 z $z o Ld z L J w ° ° ® w � ° LU 0 5 0 ~�/ 0 E— 0 zQ z = w v Q W1 Q o Y w WT 14 2 ° U 48+oo 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+oo 56+50 57+00 57+50 58+oo 58+5o 59+00 59+50 6o+oo 6o+50 61+oo 61+50 62+00 62+50 63+00 F z w z \ w ARCHER AVENUE PROFILE z NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL (n J z (DESIGN SPEED=30 MPH) CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN i8 INCHES IN W THICKNESS BEFORE COMPACTION OVER mmi N ACCORDANCE WITH 5 0 VERTICAL GRAPHIC SCALETHE ENTIRE ROADBED AREA 20 VDOT 202o ROAD AND BRIDGE SPECIFICATION 303 o4(h) J Q O a O NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN O IN FEET AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL O O 1 inch = 5 ft SIZE 21A OR ziB, FLOWABLE FILL, CONFORMING TO N SECTIONS 205, zo8 OR 249 RESPECTIVELY, OR CRUSHED HORIZONTAL GRAPHIC SCALE GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR w ° CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD so a zs sa ioo zoo AND BRIDGE SPECIFICATIONS SECTION 302.03(a)2G b F "BACKFILLING". I w cc S o D (n ( IN FEET ) NOTES: JOB NO. I inch = 50 ft. 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 182150 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. ° 3. MINIMUM OF s' OF VERTICAL SEPARATION FROM STORM SCALE ° SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. I it SANITARY ° ° ° SHEET NO. n 8 I T PVI TA:6o+65.00 PVI ELEV: y6z.z5 / \ K: 1937 \ VI STA: 50+78. o VC: i55.00 47o VI ELEV: 467. 5 °, � 470 °+ K:io L :3oz.5o PVI STA: 56+So.00 °'+ � + PROPOSED FIRE n, PVI ELEV: yzo.73 a, �^ � N � HYDRANT ASSEMBLY w/ HIGH PT. ST o.6z n N � HI H PT 6 .8y K: 3 .04 � m � 12"x6" TEE & 6" G.V. + m a APPROVED VDOT STD. + N � LVC: 75.0o m w 465 � v "' v 465 C -1 UNDER SUB o � LOW PT. S A: 6+i6. 8 � m 202000082 � w � � LOW PT E EV: 435�96 m � m w 465.64 m � rn � ASBUILT 6i � 6i � PROPOSED EX. C/� \ j m j W VDOT STD. R LL 4 EjO m w CD_1 (TYPJ 460 CONTRACTOR EXISTING 12' 3�5' MIN. / THE EXISTING NEW 12"x12" GATE VALVES SHALL THEN + PLUG, RAISE FLUSH WITH APPROVED lz"x8" CROSS, � 62 + ¢ WHERE 450 450 EXISTING GRADE BLOCKS 9-i , 445 STR.3o4 445 STR. 302 PROPOSED GRADE 440T I 1 440 STR: 34 (VDOT MH-i) TP=441.00 INV IN: 424.29 (EXISTINu z4 1 INV OUT: 422.25 TO 32 435 INV. ou = 435 = A 4432.00 \ R- O \ \ 0 '00 c? \ \ \ a � 430 \ " N z 430 \ \ HCL \ \ 1n F- zz 425 \ 425 24" HDPE 8.88 LF BILKS 9-11, S FIR 301 (7a 2.82% (024" F CL. III RCP @ .46%) 420 420 a ., 464,c' pF 9g � y 68% 415 P OPOSED VDOT STD. EW-1 415 INV. OUT= 417.25 410 1 1 410 ww J 0 m OR n 3 a N ^ 0 O 0 LD W W 1"J n 6 00 � N m CO W �O w� �m �s �H 0+00 0+50 1+00 1+50 2+00 2+25 REROUTED POND OUTFACE PROPOSED 012" CL. 52 DIP W/L (1.0' MIN. SEPARATION) non •i N rl N N J X W m 0 m �O H Fn m CI O 0 O'D 0 ,0 m a 0,°n .. 00 ko a 45°It � ^^It � a0> �a;0 H z U) R- Z Z 445 440 435 15" CL. III RCP 48.02 LF t7a o.S2% 430 PROPOSED GRADE 450 445 STR:EX 2 EX MH TP=444-00 INV IN: 435.83 TO 2 INV IN: 434.85 (BLKS 9-11 STR 4) INV IN: 439-50 (BILKS 9-11 YD-1) INV OUT: 434-75 (BILKS 9-11 SWM) 435 1S" CL. III RCP 32.86 LF @ 0.52% 430 425 1 425 w w O . s W W N m M m ID w0 It a It LL 0+00 0+50 1+00 STR. 4 - EX STR. z DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 4 DI-313 CG-6 12' 443.50 VDOTSTD. IS-1 REQ'D 3 15 48.02 0.52% 436.35 436.10 RCP3 2 DI-313 CG-6 12' 443.50 VDOTSTD. IS-1 REQ'D 1 15 32.86 0.52% 436.00 435.83 RCP3 14 DI-313 CG-6 6' 435.42 VDOTSTD. IS-1 REQ'D 13 15 13.49 1.85% 428.25 428.00 RCP3 12 DI-3C CG-6 6' 435.42 VDOTSTD. IS-1 REQ'D 11 15 47.97 2.23% 427.90 426.83 RCP3 10 DI-3C CG-6 6' 435.42 VDOTSTD. IS-1 REQ'D 9 15 26.63 14.38% 422.83 419.00 RCP3 8 DI-3B CG-6 10, 435.50 VDOTSTD. IS-1 REQ'D 7 15 80.09 4.69% 415.00 411.36 RCP3 18 DI-36 CG-6 10, 435.92 VDOTSTD. IS-1 REQ'D 17 15 48.05 1.00% 428.25 427.77 RCP3 16 DI-38 CG-6 8' 435.92 VDOTSTD. IS-1 REQ'D 15 15 50.67 1.66% 427.67 426.83 RCP3 26 DI-313 CG-6 14' 457.17 VDOTSTD. IS-1 REQ'D 25 15 58.38 0.57% 449.75 449.42 RCP3 24 DI-313 CG-6 14' 456.58 VDOTSTD. IS-1 REQ'D 23 15 148.05 6.46% 449.32 439.75 RCP3 22 DI-313 CG-6 10' 444.17 VDOTSTD. IS-1 REQ'D 21 15 51.33 0.50% 437.00 436.74 RCP3 20 DI-3B CG-6 10, 444.08 1 VDOTSTD. IS-1 REQ'D 19 15 77.42 0.50% 436.64 436.25 RCP3 34 MH CG-6 441.00 VDOTSTD. IS-1 REQ'D 33 24 99.46 4.68% 422.25 417.60 RCP3 32 MH CG-6 423.67 VDOTSTD. IS-1 REQ'D 31 24 1 8.88 1 2.82% 417.50 417.25 1 RCP3 465 465 N - - N m m N 0 O F- O F O m /0 m 460 p a It O It > � 46o - Ha>O��(Z ~ Z EXISTING '� 0 GRADE N 455 J /- m 455 �" n0 / 0 00 O H O FILL > m m N O a F- (W�L- DRNG.) 450 N 0 -0 It I 0 450 PROPOSED (1.0' MIN. E PROPOSED 0 r kD \,n H Z Z GRADE 0 00 k a / o m.. o 1+ .. ? 0 �N ~aZZ 445 1n 44 S - - �(Q taro 15" CL. III RCP (0. t� 58.38 LF @a o.570A ti5 00�44 OS yh� P OPOSED 012 440 L. 52 DIP W/L1j,.1' 440 (1.0' MIN. (W/L_ SEPARATION) DREG.) 435 15" CL. III RCP 435 77.42 LF @a o.50% 15" CL. III RCP 51.33 LF @a o.5o% INV. UT= 436. 5 430 1 430 W N N� pixI 00 m ao o 00 LU a It a In VIn IXI to .t It .tIt O+00 0+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 It. HORIZONTAL GRAPHIC SCALE 50 n 25 50 100 ( IN FEET ) 1 inch = 50 It. 1+00 1+50 2+00 2+50 3+00 3+50 3+75 STR. 26 -DETENTION BASIN NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 21J8 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. min 435 430 425 420 PROPO ED VDOT I S-1 4�5 CRK T/B=411.0f 410 405 J J l7 l7 a wLL • 6` LIP 312" 1 52 DIP W/L EPARATION) J J O 00 H ,Ur1 N, 'DH Q m A 0 O O� FO m O O rn 440 440 435 435 PROPOSED GRADE 430 430 PROPOSE D 12" CL. 52 DIP /L 1.0' MIN. SEPARATION) 425 0 425 TOP OF W= IL 0.50 '" (TYP.) 4 420 420 TOP OF HW= - 415.75 \ 425 415 EXISTI G _ GRADE \ INV. OU = 408.5 INV. N= 413. 0 \ (CRK EDGE=409.. CRK EDGE=414.28) 410 410 �6fi 299CC ///R 59 iP CP 2.)0% PROPOSED MODIFI I VDOT EW-25 Cft NC. HEAD &END WAL w/ 450 WING WALLS. 405 CULVERT TO BE C UNTERSUNK 6" Iv IN. 405 JLu O co It It �O O J d l7 l7 •t .Nt W LL 0+00 0+50 1+00 1+50 2+00 2+25 STR. zg CULVERT °ri ~O 00 STR:10 (VDOT DI-3C, L=6') O ry . N O Nj N c6 a TP=435-42 ? a 1H �H INV IN: 426.83TO12 ° z z p N " Z p INV IN: 426.83 T016 a > > > a > > INV OUT: 422.83 TO 8 Ln 1- z z z In H z z 440 STR: 8 (VDOT DI-313, L=1o') TP=435-So INV IN: 419.00 TO 10 INV OUT: 41S.00 TO GRADE 15" CL. III RCP 80.o9 LF @a 4.69% OUT= STR: '14 (VDOT DI-3B, L=6') TP=435-42 INV OUT: 428.25 TO 12 435 430 OSED 012" CL. 52 DIP W/L MIN. SEPARATION) 425 15" CL. III RCP 13.49 LF @a 1.85% 1S" CL. III RCP 47-97 LF @a 2.23% / 420 415 410 405 N m O N a, N N 0+50 1+00 1+50 2+00 2+25 STR. 14 - OUTFALL 435 00 o II J O H I I J m 0000 m O CI 0 ^ v, 0 N N 0 > N N Co Q W� -> rn� d It-0 m0 PROPOSED H Z Z H Z GRADE\ 11 435 PROPOSED 012" CL. 52 DIP W/L (1.0' MIN. SEPARATION) 43° /S�)i 430 010MAIWAM 1S" CL. III RCP 50.67 LF @a 1.66% 420 GRADE 415 415 ww m It a m o J J W W N ul ry V1 ry V1 LOt, wLL 0+00 0+50 1+00 1+25 STR. A - STR. io iCOTT/R. C>1LLINS7 Lic. No. 03579142 8/22/22 Z z O a w Z O J � OZ U) F z ,A w :5) /Wj N H eq Q N 0 N W L9 M z N ^J 1..1. (M Q QI O 111 � N z O /'1 Ld J z 2� -I I" I" I CO XLU �- LU L9 � w Q z U W 1 < " cjLLJ W co _ co U z LU LLI ct ^1 C J J~ W = J Q o c O O C) N co U� w J II LL_ d Lu Q z 0 Lu '-' h JOB NO. 182150 SCALE 1 "=50' SHEET NO. 9 -7 I INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � 3 c `m � O y p C U w 'V m v C O v N n id N + O N r U N C O O w NO O U fA ; L .N O O 3 d W m C T d a O w i c .- d 3 `O > y o o m a c U d a w yJ n \ d u EO _j ¢ (5 (7 of rn 3 d>i w° W ui a rr 2 3B 12 0.25 0.70 0.175 0.70 0.00 0.70 0.0660 0,0200 2.0 0.0833 4.1650 4.10 0.94 1 3.5192 1 0.1466 0.1578 8.74 1.37 1.00 0.70 0.00 Max. allowable spread-9' 4 3B 12 0.21 0.80 0.168 0.67 0.00 0.67 0.0660 0.0200 2.0 0.0833 4.1650 4.03 0.95 3.5192 0.1466 0.1593 8.55 1.40 1.00 0.67 0.00 Max. allowable spread=9' 8 3B 10 0.18 0.80 0.144 0.58 0.00 0.58 0.0330 0.0200 2.0 0.0833 4.1650 4.34 0.93 3.5192 0.1466 0.1564 6.58 1.52 1.00 0.58 0.00 Max. allowable spread-9' 14 3B 6 0.20 0.80 0.160 0.64 0.00 0.64 0.0025 0.0200 2.0 0.0833 4.1650 7.32 0.71 3.5192 0.1466 0.1241 3.64 1.65 1.00 0.64 0.001 Max. allowable spreatl-9' 16 3B 8 0.18 0.80 0.144 0.58 0.00 0.58 0.0160 0.0200 2.0 0.0833 4.1650 4.97 0.88 3.5192 0.1466 0.1490 5.45 1.47 1.00 0.58 0.00 Max. allowable spreatl=9' 18 3B 10 0.26 0.65 0.169 0.68 0.00 0.68 0.0160 0.0200 2.0 0.0833 4.1650 6.27 0.87 3.5192 0.1466 0.1476 5.86 1.71 1.00 0.68 0.00 Max. allowable spreatl=9' 20 3B 10 0.28 0.50 0.140 0.56 0.00 0.56 0.0690 0.0200 2.0 0.0833 4.1650 3.74 0.97 3.5192 0. We 0.1622 7.94 1.26 1.00 0.56 0.00 Max. allowable spread-9' 22 3B 10 0.15 0.80 0.120 0.48 0.00 0.48 0.0690 0.0200 2.0 0.0833 4.1650 3.53 0.97 3.5192 0.1466 0.1622 7.44 1.34 1.00 0.48 0.00 Max. allowable spread�J' 24 38 14 0.30 0.85 0.255 1.02 0.00 1.02 0.0830 0.0200 2.0 0.0833 4.1850 4.52 0.96 3.5192 0.1466 0.1608 10.85 1.29 1.00 1.02 0.00 Max. allowable spreatl=9' 26 36 14 0.48 0.45 0.216 0.86 0.00 0.86 0.0830 0.0200 2.0 0.0833 4.1650 4.25 0.93 3.5192 0.1466 0.1564 10.29 1.36 1.00 0.86 0.00 Max. allowable spreatl=9' -4'8 -476-- - -474- INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U o v 0 s w N V N '.k vH 9 s N C 'n d J 1p fV O jp V y g d " J yy�✓, C 6 w O N 5 z O d ° y d j r ° o a N y yy f: J O Z U) p N 15d c O .2 > ¢ (5 U CS O O of in i N w° 6 in m ui C1 O 2 3B 12 0.25 0.70 0.175 1.14 0.00 1.14 1 0.0860 1 0.0200 2.0 1 0.0833 1 4.1650 4.91 1 0.88 3.5192 0.1466 0.1490 11.10 1.08 1.00 1.14 0.00 4 3B 12 0.21 0.80 0.168 1.09 0.00 1.09 0.0660 0.0200 2.0 0.0833 4.1650 4.84 0.88 3.5192 0.1466 0.1490 10.91 1.10 1.00 1.09 0.00 8 3B 10 0.18 0.80 0.144 0.94 0.00 0.94 0.0330 0.0200 2.0 0.0833 4.1650 5.20 0.74 3.5192 0.1466 0.1285 9.08 1.10 1.00 0.94 0.00 14 3B 6 0.20 0.80 0.160 1.04 0.00 1.04 0.0025 0.0200 2.0 0.0833 4.1650 8.78 0.73 3.5192 0.1466 0.1270 4.41 1.36 1.00 1.04 0.00 16 3B 8 0.18 0.80 0.144 0.94 0.00 0.94 0.0160 0.0200 2.0 0.0833 4.1650 5.96 0.74 3.5192 0.1466 0.1285 7.31 1.10 1.00 0.94 0.00 18 3B 10 0.26 0.65 0.169 1.10 0.00 1.10 0.0160 0.0200 2.0 0.0833 4.1650 6.33 0.69 3.5192 0.1466 0.1212 8.09 1.24 1.00 1.10 0.00 20 3B 10 0.28 0.50 0.140 0.91 0.00 0.91 0.0690 0.0200 2.0 0.0833 4.1650 4.48 0.95 3.5192 0.1466 0.1593 9.84 1.02 1.00 0.91 0.00 22 3B 10 0.15 0.80 0.120 0.78 0.00 0.78 0.0690 0.0200 2.0 0.0833 4.1650 4.23 0.97 3.5192 0.1466 0.1622 9.12 1.10 1.00 0.78 0.00 24 3B 14 0.30 0.85 0.255 1.as 0.00 1.66 0.0830 0.0200 2.0 0.0833 4.1650 5.42 0.89 3.5192 0.1466 0.1505 13.84 1.01 1.00 1.66 0.00 26 3B 14 0.48 0.45 0.216 1.40 0.00 1.40 0.0830 0.0200 2.0 0.0833 4.1650 5.09 0.87 3.5192 0.1466 0.1476 t3.06 1.07 1.00 1.40 0.00 4now � r Ft� - - - - - - =486 480 = 474- Design Storm Yew = 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COFER CA INLET TIME RAIN FALL RUNOFF Q INVERT EL.EVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FL. INCHES C.F.S. F.P.S. SEC 4 0.21 0.80 0.17 0.17 5.00 6.67 1.1 2 436.35 436.10 48.02 0.0052 15 4.7 3.1 15.5 2 0.25 0.70 0.18 0.34 5.26 6.58 2.3 EX2 436.00 435.83 32.86 0,0052 15 4.7 3.8 8.7 14 0.20 0.80 0.16 0.16 5.00 6.67 1.1 12 428.25 428.00 13.49 0.0185 15 8.8 4.8 2.8 12 0.06 0.80 0.05 0.21 5.05 6.65 1.4 10 427.90 426.93 47.97 0,0223 15 9.6 5.5 8.7 10 0.07 0.80 0.06 0.58 5.36 6.55 3.8 8 422.83 419.00 26.63 0.1439 15 24.5 14.3 1.9 8 0.18 0.80 0.14 1 0.72 5.39 6.54 4.7 OUT 415.00 411.36 80.09 0.0469 15 14.0 10.3 7.8 18 0.26 0.65 0.17 0.17 5.00 6.67 1.1 16 428.25 427.77 48.05 0.0100 15 6.5 3.9 12.2 16 0.18 0.80 0.14 0.31 5.20 6.60 2.1 10 427.67 426.83 1 50.67 0.0166 15 8.3 5.5 9.1 26 0.48 0.45 0.22 0.22 9.00 5.58 1.2 24 449.75 449.42 58.38 0,0057 15 4.9 3.2 18.0 24 0.30 0.85 0.26 0.47 9.30 5.52 2.6 22 449.32 439.75 148.05 0.0646 15 16.4 9.6 15.4 22 0.15 0.80 0.12 0.59 9.56 5.46 3.2 20 437.00 436.74 51.33 0.0050 15 4.6 4.0 12.7 20 0.28 0.50 0.14 0.73 9.77 5.42 4.0 OUT 436.64 436.25 77.42 0.0050 15 4.6 4.2 18.5 34 1.00 0.90 0.90 0.90 5.00 6.67 4.1 32 422.25 417.60 99.46 0.0468 24 48.9 9.3 10.7 32 0.00 0.90 0.00 0.90 5.18 6.61 4.1 �79 OUT 417.50 417.25 8.88 0.0282 24 38.0 1.1 Design Year 10 • :.. .. 1• . r • a©mm®®®®®®®® 5 p SUMP, SPREAD SPREAD INLETS IN DESIGN (CURB AND INLET AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) \_ \ Mannings Coefficient, n is 0.013 5 yV-� v, Inlet Hydrology Curb and Gutter Inlet 59, U.S. ROUTE zg SEMINOLE TRAIL �_ \ r. EXISTING PUBLIC ROAD o -VAR. WIDTH R D.B. zzo, PG. igg; D.6.312iz, PG 55z; = v � o- 5 - H.W.P.B. I, PG. 254 \ v c O � a \ 1A m R O > c w N 0 U O C ❑ C c C N N N Y+ N V .� • / a > d d o d v v ~ \ left 10.05 0.80 0.040 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0833 4.1665 6.20 4 k - ' X- ( �\ (° s -- I/ o right 0.02 0.80 0.016 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1667 4.39 /� �- -- � a r -- ------ __-_�4i=��- e ;COTT/R. CbLLINS�Z Lic. No. 035791 .�' 8/22/22 c4 D1SIONAL E�Gl --�) s 10 3C 6.0 conbined flow 0.4 0.06 0.141 3.24 � I\� ` - - -----i--:___ left 0.01 0.80 0.008 0.05 0.00 0.05 0.0010 0.0200 2.0 0.0833 4.1665 3.39 x a - ' right 0.05 0.80 0.040 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0833 4.1865 6.20 - - _ - � � 12 3C 6.0 conbined flow L9 0.3 0.06 0.128 2.92 �� I - - --- - - " ". _. - - - GUY WIRE � z 5 (X2 a Ln _ _ l I i "' �`� A M Q v / / // �� _ 1 / ( I Q i 00, i --468� I LOT �j �ti�-- �����_,��,/jj, v�,�„� �® � LOT LOT LOT I I r EXISTING SWM 3° i 32 I r ��� �� �� �/ �/ // /////// FACILITY \ �/ //\ �// _ (� U) 3 I��. ----- -t��k / LOT 2 / �� /// i Ln O Ln + W _ -EXISTING SWM J Z Q �p 2 FACILITY �1�� _� /��� �� / /. �� I �/ �\ ���� � �� _J LU LO I _ _ N SEE BLII EEARCHER AVENUE EXTENDED VSMP PLAN- , CO U EXISTING STREAM FOR SWM DESIGN INFORMATION XQ BROOK, KL OCKS 9n VSMP PLAN STR301 sot U ueRFOR EXISTING 4WM DESIGN 418- II( ROAD (WPO20800086N O W 0d-6 PUB46R/W -0 `� V/\V/, DRAINAGE DIVIDE (TYP.) a hG 18 \� i , %ML� I �..�..� N ( I �j � / s / .: - _ - �qq � i 96� S � U L U y / D i • v, �I LOT +50 / N LOT 5 i . 55 57+00 � � � LU BLOCK 9 6 DRAINAGE DIVIDE (TYP.) _ - / ,' _/ � � 55+pO _ � 8 io i6 57+Sox _ ° 5 6t� / _ ~ w � i - o�p .' LOT / ,�, .':'�= � �' �" .- ., ro� y �lo �� . - __ �V � ( 11 m c D a ( I 8 7 5 ` = 0 ,. .gym➢ i / l ..,: .._ ::v ,: wm.:, S8+ n _ ---- _ i ,j U) U 0 AC - c J L EXISTING ROAD _ LlJ DRAINAGE SYSTEM = p g+SO 5 RU 14� DRAINAGE DIVIDE(TYP.) OE - ua3 9 LU 50+5 / / \\\\�PROPOSED ROAD \\ ,ci t a R, I ° I� JPROPOSED ROAD � 2 • / I - -� � " � T � � \ \ \ \ \ \ \ \ - - - 24 `_ _F ` ' '� /// � � O i \EXISTING GREENWAY v A - 0" o F DRAINAGE SYSTEM t - A V � - b / i -4 � s = I �OT EXISTING GREENWAY� 33 EXISTING STREAM s6 \ i� y BLOCK 10 EXISTING PRESERVED-` ! i „ i OT STEEP SLOPES (TYP) XISTING WETLANDS _ l 7 r 34 ,• �� �, / • r" I� t �OT- ys 35 1 1 ii I I i INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet m d � m ;_2 N 0 42 m n a ry m v P U C L F o 'E a O3 ❑ C w w N N L y ry N ❑ a > "' Q Q Q n Q O O O N. /i`J 3w rn rn F d a F K ,all 1 0.05 0.80 0.040 0.16 0.00 0.16 0 0010 0.0200 2.0 0.0833 4.1665 5.17 rgM 0.02 0.80 0.016 0.06 0.00 0.06 0.0010 0.0200 2.0 0.0833 1 4.1667 1 3.66 10 3c 6.0 conbined flow 0.2 0.05 1 0.102 2.34 Max. allowable spread=9' left 0.01 0.80 0.008 0.03 0.00 0.03 0.0010 0.0200 2.0 0.0833 4.1665 2.82 right 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0833 4.1. 5.17 12 3C 60 conbined flow 0.2 0.04 1 0.092 211 Max. allowable spread=9' Structure Area (Acres) CW tc (Min.) 2 0.25 0.70 5.0 4 0.21 0.80 5.0 8 0.18 0.80 5.0 10 0.07 0.80 5.0 12 0.06 0.80 5.0 14 0.20 0.80 5.0 16 0.18 0.80 5.0 18 0.26 0.65 5.0 20 0.28 0.50 5.0 22 0.15 0.80 5.0 24 0.30 0.85 5.0 26 0.48 0.45 9.0 - - - _ 4 5 xh �� /✓ w s w Lu w 0 _ J i w �t EXISTING STREAM 30B NO. �� RAFHIC S/CALE 182150 40 A / zo / 4- ao SCALE �- - v /� s I �� / 1 "=40' I FEET ) SHEET N0. �h1 nC = 40 ft. 1� VERTICAL GRAPHIC SCALE 5 ° 25 5 10 ( IN FEET ) 1 inch = 50 ft. HORIZONTAL GRAPHIC SCALE 50 ° x5 50 =0 ( IN FEET ) 1 inch = 50 ft. 44b- CULVERT PLAN 4 SCALE 1'=30' _. I I CENTERLINE CREEK � PROPOSED VDOT CL. AI_RIPRAPLINED UPSTREAM ENERGY DISSIPATER, WITH FILTER IE I Ik tt t t TOP BANK CREEK FABRIC UNDERLAYMENT. FILTER FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE STRIPS OF FABRIC _ SHALL OVERLAP A MINIMUM OF 12". ENERGY DISSIPATER DIMENSIONS: 35 LONG, 10I�\'` k AIL WIDE AT THE CULVERT AND 16' WID-F T THE END. STONE T_H_IC_K_NES5=18- ----- ----- PROPOSED1 a FO EXISTING STREAM VDOTSTD. CONCRETE �•� I � t HEADWALL WITH I450 WING WALL - q - - - - - EXISTING MANAGED STEEP SLOPES (TYP.) CRK T/ 414..2$1 / 32 CRKEDGE_ - 442 34 / CRK /B i TR.130 1 TO ;C -418RK i i PROPOSED R�DITCH � I� V / /�: �~•J 43 -_00 / 3 PROOPPOSEEDD�72" RCP CULVERT i~v' POSED CULVERT D EN ONS: I 1 I ' 166.59 LF @2.70%, INV. IN=413.00, CRE i< t - k INV. UT=40 .5 42 '\ i 1 4 'i� N / t t� . "PROPOSED VDOT PROPOSED FLAT VDOT CLASS AI COARSE/ AGGREGATE \ STD. ES-2 OUTLET PROTECTION W/ GEOTEXTILE FILTER FABRIC % NN UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. POSVDOS . 6O CRET C/ HEAD A AD L WIT 45° INC WALLS GROUND 9' MIN. AT ENDS & ALONG PERIMETER. � � � FABRIC TO OVERLAP A MIN. OF 9' _ � J 410- (L=10',_W14', W2 10 D=18" MIN.) CRK T/13 IN 79 2 /I / L - EXISTING GREENWAY _ I o _�� ♦ �� - � i CRK EDGE 10. 7'vo - - EXISTING STREAM CRK EDGE CRK C/L +�""�. ___-GRAE - r SALE � PROPOSED VDOT CL AI RIPRAP LINED DOWNSTREAM'OUTL 0-5 30 6o, PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER j FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM -_ v OF 9' AT THE ENDS AND ALONG THE PERIMETER, AND THE v i / STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12' . ENERGY i)ENTEREINE CREEK \ (--IN FEET) / / ; DISSIPATER DIMENSIONS: 16' LONG, 10' WIDE AT THE 1 inch = 3 CULVERT AND 25' WIDE AT THE END. STONE THICKNESS=18" CULVERT NOTES: 1. CONTRACTOR SHALL ENSURE THE PROPOSED CULVERT IS COUNTERSUNK A MINIMUM OF 6" INTO THE STREAM WHEN IT IS INSTALLED, ON BOTH ENDS OF THE CULVERT. 2. INSTALLATION OF PROPOSED CULVERT SHALL MEET ALL CURRENT VDOT STANDARDS AND SPECIFICATIONS. 440 440 435 435 PROPOSED GRADE 430 430 PROPOSED 12" CL. 52 DIP W/L (1.0' MIN. SEPARATION) 425 0 425 J 3 TOP OF W= O1 IL 0.50 ^ (TYP.) 4 420 420 TOP OF HW= 415.75 415 415 EXISTI G _ GRADE \ INV. OUT= 408.5( (CRK EDGE=409.: INV. IN= 413.00 _ CRK EDGE=414.28) \ 410 410 166 h"RCP \PROPOSED 59LF@2. 7o°y I MODIFI D VDOT EW-2S COIN74 HEAD & END WALL vv/ 45° WING WALLS. 405 CULVERT TO BE C UNTERSUNK 6" MIN. 405 W O W d 0 It O J LkD 17 a a as a LL Culvert Report Hydraflm Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Monday, Aug 22 2022 Proposed Culvert Invert Elev Dn (ft) = 408.50 Calculations Pipe Length (ft) = 166.59 Qmin (cfs) = 145.00 Slope (%) = 2.70 Qmax (cfs) = 420.00 Invert Elev Up (ft) = 413.00 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 72.0 Shape = Circular Highlighted Span (in) = 72.0 Qtotal (cfs) = 245.00 No. Barrels = 1 Qpipe (cfs) = 245.00 n-Value = 0.012 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 9.50 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 11.34 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 413.64 HGL Up (ft) = 417.28 Embankment Hw Elev (ft) = 419.94 Top Elevation (ft) = 435.66 Hw/D (ft) = 1.16 Top Width (ft) = 76.00 Flow Regime = Inlet Control Crest Width (ft) = 100.00 Elev (ft) Profile Hw Depth (ft) 433.00 S) 428.00 423.00 41800 413.00 408.00 0+00 0+50 1+00 1+50 2+00 2+25 PROFILE STR. 2g CULVERT SCALE I'=5'(V) SCALE 1'=r5O' (H) MENEEMMMMMMMEEN MEN WIN EMMONS Ems 20.00 15.00 10.00 5.00 4 44 -5.00 403.00 -10.00 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 200.0 220.0 240.0 260.0 Reach (ft) CULVERT DRAINAGE MAP SCALE 1'=200' 0SCOTT R. LINS�Z Lic. No. 035791. ROAD / / - v v / / I I I �� 8/22/22 \ \ \ 5 V �� O 4e V v ��---���//I I/ / I I I � � v IIvvv v � ■ - II IIIII II 1 (///IIII �v\�,�_=��/I/I� � � / ll//// / � i �- -IIII \ \ --/I --- � z V� gRJiINNiGDI�/IOE� III))A\ _-111\\ \ \\�� V �' o J //////I�(I v vv�� �� v �� ■ / ///IIIIII111 IIII\\\ v ��� ��� ,� �� v r E --- %i%l/IIAA� v A w� //' /� I Av v ■-/ =� (/ // lllllJl //IIIIII\ ���;�;_ --� �%� / w M o to �i / A \ \ ■ / /�-- - ,/////((//l/ll ��� �I/� / / �- -- /// / m z \ -� A �� �I /// //f/ / /�7�I� �� / /I I Illy 40/ LU '�' �� \ I// I IJ/I(////I-79. CN;�6 / //11 �I Tc�0:3h*S'�/ / l /j/////) // ���;��������/ ,lam N rNi v� N `0 ��-�--- ��� / / // JJIJIII III III II I I\ AI \I II II 1 �(/Il / //AS �� IiI�I% = z V A� vv�vvv��� �� / lJ A� J L�� L11 Ll _-_ - ---- ----- - __ --_ -- -z -- \ f A���I n°° zoo / 4°O �~ i r �i PROPOSED Cam( L / I/ (/�/ / / / / ( ICI F SS ING // / '/ J / / / i/ �1'inc206 ft_ A < 1 WATERSHED SUMMARY - I - T�� l - - ICN Area, t ( ac. Culvert#1 61 79.20 10-year Flow, 25-yearFlow, 100-year Flow, cfs cfs cfs 144.57 232.30 375.62 Q Veloc Depth Depth HGL Total Pipe Over on Up on Up on Up Hw Hw/D (ds) (cfs) (cfs) Mai Ova) (in) (in) (ft) (ft) (ft) 145.00 145.00 0.00 6.19 9.22 55.59 39.19 413.13 416.27 417.76 0.79 170.00 170.00 0.00 7.05 9.76 57.30 42.59 413.27 416.55 418.30 0.88 195.00 195.00 0.00 7.88 10.29 5&86 45.73 413.41 416.81 418.84 0.97 220.00 220.00 0.00 8.70 10.82 60.34 48.67 413.53 417.06 419.39 1.06 245.00 245.00 0.00 9.50 11.34 61.70 51.40 413.64 417.28 419.94 1.16 270.00 270.00 0.00 10.29 11.88 62.98 53.95 413.75 417.50 420.57 1.26 295.00 295.00 0.00 11.09 12.44 64A5 56.30 413.85 417.69 421.27 1.38 320.00 320.00 0.00 11.88 13.01 65.23 58.46 413.94 417.87 422.04 1.51 345.00 345.00 0.00 12.68 13.62 66.21 60.41 414.02 418.03 422.86 1.64 370.00 370.00 0.00 13.49 14.26 67.08 62.15 414.09 418.18 423.75 1.79 395.00 395.00 0.00 14.30 14.93 67.85 63.69 414.15 418.31 424.71 1.95 420.00 420.00 0.00 15.13 15.63 68.51 65.01 414.21 418.42 425.72 2.12 Ul z J J 0 U z M rn J N � M 0 N O O 0'7 N Z > O J Z O LU CO XLU D J LU U O LU Q J ::D U = w z U > � ' Q Uj W w C0 U v LU LU Q L.L I U) J L� J r F� L _ Q O (D p N m I• JOB NO. 182150 SCALE 1 11=30' SHEET NO. 11 475 ASHWOOD BOULEVARD - STA. 0+50 - X-SECTION 475 469.11 EX EP EX. CURB EXIST NG GRADE (TYP ) 470 467.6o EX EP EX /L EX. CURB 470 ---- -- ----- -- - 465.87EXEP ---- __ _ -� 46 .33EXEP 465 --- - ---- 465 EX. EDIAN - - - - - - - 460 I 46o -o+So -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 0+30 0+40 o+So 475 ASHWOOD BOULEVARD - STA. 1+oo - X-SECTION CJl67 469.5 9 EX EP EX. CURB EXIST NG GRADE (TYP ) 470 z68.io EX EP EX /L EX. CURB 470 - - - - - 4 5.1 7 EX EP 465 465 EX. ME IAN 36' - - 460 46o MILL OVERLAY PAVEMENT SECTION T 7 -1 -o+So -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 475 ASHWOOD BOULEVARD - STA. i+5o - X-SECTION 475 46 .67 EX EP EX. CURB-, EXISTING GRADE (TYP ) 470 - i - - - - - - - 4 EXC/L 68.zo EX EP EX CURB 467.36 EX EP 470 - - - - - - --- 4 5-4z EX EP 4 5 EX. MEDIAN 19, 46o 46o ILL/OVERLAYPAVEMENT SECTI N -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 475 ASHWOOD BOULEVARD - STA. 2+00 - X-SECTION 475 469.64 EX EP EXISTING GRADE (TYP.) NEW ASPHALT 470 EX C/L 467.61- 1_ PAVING SECTION 470 ---�J ---- - - - - - - - - - 465.8 EXEP ---- ---_ _ 5 465.64 465 -- =_ --- - 3- 465 35 4 46o MI L/OVERLAYPAVEMENT SECTIO 460 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 475 ASHWOOD BOULEVARD - STA. 2+50 - X-SECTION 475 6g.48 EX EP EX. CURB EXISTING GRADE (TYP.) EX. CURB NEW ASPHALT 470 468.46 EX P EX C/L 1/_467-76 ------ - - - EX EP PAVING SECI ION 470 -`'- -------- - - ---- - -- 466.13EXEP - - 6 465.63 PRO EP 465 __ - = = _ - 465 -_ _ _ EX. MEDI N 26' 8' MILLI VERLAYPAVE ENT SECTION 46o 460 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 475 ASHWOOD BOULEVARD - STA. 3+00 - X-SECTION 475 470 468.86 EX EP EX. 467.63 EY - - - - CURB 4EP EXISTING GRAD EX (TYP.) IL EX. CURB 467.og EX P NEW ASP PAVING ALT 470 465 -- - - - 46629EXEP 4� - -- _ _ 465.83 PRO EP - - 465 _ --_ - -___ 46o EX. ME IAN 25' io' 46o MILL/OVE LAY PAVEMENT SECTION 7 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 475 ASHWOOD BOULEVARD - STA. 3+50 - X-SECTION 0+40 0+50 475 470 4 7.66 EX EP EX. CURB EXISTING EX SRADE (TYP.) EX. CURB /L I NEW PAVING ASPHALT 470 465 ---- - - - - - - - - 66.53 EX EP % = 4 3 465.6zEX _= __ P - fSECT:10N 2465.iiPROEP OPOSED CG-6 RB 465 46o EX. MEDIAN 24' 1 ' 460 MILL/OVERLAY F AVEMENT SECTION -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 475 ASHWOOD BOULEVARD - STA. 4+00 - X-SECTION 475 EXISTI G GRADE (TYP.) 470 Ex /L 470 - ` 466.03 EX EP PROPOSED ARCHER 465.64 464.97 EX EP AVENUE ENTRANCE 465 �� - -- - - - - -- 0 2% 2% 465 30' NEW ASPHALT 460 PAPING SECTION I 460 MILL/OVERLAY PAVEMEN SECTION -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 475 ASHWOOD BOULEVARD - STA. 4+50 - X-SECTION 0+40 o+So 475 470 \ EXISTING C EX / 464.8o EX EP _ RADE (TYP.) NEW PAVING SE ASPHALT TION 470 465 _ - C/L 464.24 EX z% EP PROPOSED 0 CG-6 CURB 465 46o 23' 460 12' 455 455 -0+50 -0+40 -0+30 -0+20 -0+20 0+00 0+10 0+20 0+30 475 ASHWOOD BOULEVARD - STA. 5+oo - X-SECTION 0+40 0+50 475 N W ASPHALT 470 EXISTING EX RADE (TYP.) /L PAVING SECTION 470 \ 463.95 EX E 461.76 EX EP 465 _ 463.72 PRO EP 465 46o - - ------------ 27' 460 2 PAVEMENT SECTION 455 455 \\\\��� 450 450 445 445 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 475 ASHWOOD BOULEVARD - STA. 5+50 - X-SECTION 475 470 EXISTIN GRADE (TYP.) L EX /L 470 465 \ 463.88 EX EP 463.7 EX EP 465 460 - - - - - - - -�� 460 \ \ 455 \ � 455 450 450 445 445 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 GRAPHIC SCALE o ( IN FEET ) 1 inch = 10 ft. 0+20 0+30 0+40 0+50 Lic. No. 035791,a `S 8/22/22�� '�SIONAL E�Gt z O a k Lf) co Z o � O Z J O Q u H_ ^� L Z W 1`1 W ce L O z M J rn N � � M Lr N O O WN N z v z W > o 0 LLi _jJ z w z W i (/) O Lu u L9O W U ZD M = z z W U w W � Q W I- W m = O ul5 Cl) U o z w Q r Q Cl) J J~ W = JQO c3 O O o O N uF F L w w � d JOB NO. 182150 SCALE 1 "=10' SHEET NO. 12 PLANT SCHEDULE: SYMBOL BOTANICAL NAME CANOPY STREET TREES CIS I QUERCUS SHUMARDII UNDERSTORY TREES CC CERCIS CANADENSIS CFAS CORNUS FLORIDA APPALACHIAN SPRING' CD CEDRUS DEODARA JV JUNIPERUSVIRGINIANA MV MAGNOLIA VIRGINIANA PT PINUSTAEDA KOCH COURT EXISTING PUBLIC ROAD - VAR. WIDTH PUBLIC R/W M LLI Q z„a Q ch U J m � Q d m CY l76- Oz-� LL N p / W W COMMON NAME UMARD OAK STERN REDBUD PALACHIAN SPRING' DOGWOOD ODAR CEDAR STERN REDCEDAR IEET BAG MAGNOLIA BLOLLY PINE SIZE QUANTITY CANOPY I TOTAL - _ - ----= - — -- — — — 2-1/2" cal. 48 329 15792 — — — — — — — — — — — — — — — — — — — .— _ _ — — — — — _ — — — — — _ — — — - - — — — — _ _ _ _ U.S. ROUTE 2q SEMINOLE TRAIL 6' ht. 9 124 1116 ffiscoses, EXISTING PUBLIC ROAD _ t VAR. WIDTH R/W — 6 fit. 10 124 1240 n — — — — — — — — — D.B. 220, PG. 159, D.B. 312, PG 552; — — — n1— M. M. 1T.WF.1, Pt-i. z94 — — 4-5'ht. 9 143 1287 - -M M M- M — — — — — — — — — 4-5' ht. 41 16 656 6' ht. 40 113 4520 M M 4-5'ht. 8 207 1656 M� / TOTAL 26267 �-r-C" r + I / x x L-PT (TYP.) ALONG CONNECTOR ROAD -CFAS (TYP.) a a x / EPROPOSED LANDSCAPING BUFFER —� CD (TYP. a o d CONSISTING OF EVERGREEN TREES) _ MV (TYP. - ----- Q / ALONG CONNECTOR ROAD r s - -� PT (TYP.) C (TYP.) v / � � JV (TYP.), , ,� 1, s GRAPHICC ALE za/ o Bo IIIII IN < << << < (XN FEET ) 1 inch - 40 ft. LANDSCAPING NOTES: 1. 2 LARGE STREET TREE PROVIDED EVERY 5o' OF STREET FRONTAGE. 2. STREET TREES SHALL BE LOCATED A MINIMUM OF 5' FROM DRAINAGE STRUCTURES AND A MINIMUM OF 20' FROM WATERLINE AND SANITARY SEWER STRUCTURES. 3. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 4. ALL SITE PLANTINGS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 5. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 4NDSCAPING CALLS: )TAL STREET FRONTAGE ALONG ARCHER AVENUE = 2,986' STREET TREES REQUIRED =4o TREES (i TREE PER EVERY So' OF STREET FRONTAGE) STREET TREES PROVIDED = 48 TREES CONSERVATION PLAN NOTES: 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN ioo FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN ioo FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THATTRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. S. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 28" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 22" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. io. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. /i DOUBLE STRAND #22 GAUGE WIRE WITH RUBBER HOSE &TURNBUCKLES / 2"x2" HARDWOOD STAKE � 9 CUT& REMOVE BURLAP FROM TOP 2 OF BALL AS SHOWN /3 SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER i FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE HT. OF TREE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH III— COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. I II =111— - —I 11=IIIM AMENDED SOIL MIX COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale Evergreen Tree Planting Detail Not To Scale ' TO 4" CAL. SHALL BE STAKED 'x2" HARDWOOD STAKES. 4" CAL. OR LARGER SHALL BE 1ITH 3 EQUALLY SPACED, TWISTED, NBUCKLES. LOOP HOSE AROUND LAG WIRES WITH COURVEY TAPE. 1 SPECIFICATIONS FOR INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOPOFSTAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 2/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE 1992 3.38 a ' t •1 I � 1 ` (' FAT n � F. JI(�.w .0 , , I alit, P11 I �el I II s •N •• • .. -1vows, CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC 111 - 401 Plate 3.38-2 County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook pp IH-284-111-297 for complete specifications) L Tha followine itetm shall be shown on the elan: U Trees to be saved; El Limit ofcleating(op idedripbneoftresstobesaved); ® Locananand type ofprotective fencing; ® cmae changes requiring tr«weua nrwaua; Proposed trenching or traveling beyond the limits of cleating. 2. Markisms: U All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. U No grading shell begin until the trce mmking has been inspected and approved by a County Inspector. 3. Pre onstrpdon Conference: U Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Economists, Operation and Souses: Heavy aquipmmt, vehical ffic and stxage of crosa lion mat ds irmluding soil sh rat bepnmitted w ffi n he driphn® of tere to be saved. 5. Sod Erosion and Stornrwater Detention Devises: ® such devices shall not adversdy affect fires ro besaved- 6. Firm. U Firesarenot a ffn withinlWfeetofthedri lineoftrcestobesmed. P P 7. Toxic Material.: U Toxic materials shall not be stored within 100 feet ofthe driP line oftrdes to be saved. 8. Protective Fenchre: U Trees to be ideacd within 40 fed ofa proposed budding or grading activity shall be protected by fencing. U Fendng shall be in place and%hall be inspected and approved by a County lnspectorprior to grading or construction. 9. Tree Wall,: ® Whenthe ground level must be raised withn the dripline ofa me to be saved, atree well shall be provided and a construction detail submitted for approval. In. Tree Wells, U Whenthegoundlevelmwtbelowowdvmltinthedriplinea"cwbesaved,aMewallsballbeprovided;endaconst obondoW submitted far aPP rival. 11. Trenchine and Tunneiine: 0 When trenching is required within the hmtts of clearing, it shall be dove as far away from the trod :e ethics as possible. Tunneling pna� a large tree anau be repaiaeroa as m altemativo when h is antidpatea mat neceaamy tr�ening w;u daalmy fcedarreota. 12. Chastain ® Prate ive fendng sMl be the last items removed during the firm) d.up. 13. Dame Trees: ® D aged trees shall betrenrod immediately bypassing, fertilimtion mothermethods recommandedby atreespsectist. NOTE. IS THE DEVELOPER'S RESPONSIBIUTY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 8/22/22 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Pape 1 of 1 Lic. No. 035791,a 8/22/22�� ti S G S 11 I E 0 N W N Q N W L z CM Q CS) N � � M 1 N 0 C: W CY' N N z o W > J z J LU > Q J LU CL L9O LUz H z = z < U LU<. U > Wz LU y Ul co U W w < ry 1 ' o Cl) J i w = N� JL.L Q 0 0 oN F H F JOB NO. 182150 SCALE 1 11=40' SHEET NO. 13 48o 48o 48o 48o 475 475 470 470 465 465 SIGHT LINE (TYP.) / \ / / HT. OF EYE-3-5' 46o / \ 46o 455 / Sir, N0 455 / �s- j \ 450 \ 450 HT. OF PROPOSED GRADE (TYP. OBJ=3.5' 445 445 \ HT. OF \ OBJ=3.5' 440 440 EXISTING GRADE (TYP) 435 435 430 430 425 425 00 Ol Ol r N O N OlM t0 Op O NS M M OVl O ' d' ] .tri O(l l0 •i 0 N O Ln .t LD ri O 'D l0 S Ol Ol .t .t .t l0 M m N N It It It d S �} .t d d 't �, 't �. .t .t It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 FLORA LANE (EAST) & ARCHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE I,IMCAL GRAPHIC SCALE 5 2.5 5 10 ( IN FEET ) 1 inch = 5 It HORIZONTAL GRAPHIC SCALE 50 ( IN FEET ) 1 inch = 50 1t. 20 475 475 475 / 470 z 470 465 z 465 / HT. EYE-3-5' \ OF \ \ / 46o SIGHT LINE (TYP.) / \ \ 46o \ G\O/STq \ 455 l \NCF3\ 455 s \ �S�P�c ,335 \ 450 450 ROPOSED GRADE (TYP.) HT. OF 445 OBJ=3.5' 445 HT. OF \ OBJ=3.5' XISTING GRADE (TYP.) 440 440 435 435 430 430 425 425 N 00 O l0 LO O L!1 I� M M 'i M N I� .t ll1 n W '1 dl M S 'i lD M H . O ^ W) M N lD �t M Ql b O M S 't I� M S N N Ol v1 t6 Cl ci M ^ ri t O N lD . Ol o lA N v1 d 'i � 00 V1 6 1 `t d +t It .t t It d 3 d .t It 3 0+00 0+5o 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 FLORA LANE (WEST) & ARCHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE] 475 47 SIGHT LINE (TYP. _ _ — — o 47 _SIGH pl ANCE=39° — }iT.OF _ OBJ= .5' HT. OF SIGHT DISTANCE=390' — O B J = 3.5' — 465 �- HT. OF 465 ,� -EYE=3.5' —PROPOSED GRADE (TYP.) 460 460 — — XISTING GRADE (TYiP.) 455 , 455 0) D O N o O m M N N 00 H a O o 00 O �O l0 lD �t l0 t0 t0 t0 tD lD lD 't l0 O S 10 00 M VI It N l0 N l0 1' lD d l0 1t l0 lD l0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo ARCHER AVENUE & ASHWOOD BOULEVARD INTERSECTION SIGHT DISTANCE PROFILE Lic. No. 035791,E 8/22/22 c� o�5'lOnrel, EPC'1�' ff ul z r` Cl? M rn N M N 0 Ld N Q J J U) W O Q_ Q U Lu Lu Lu Lu rQ V C) C) N Q J c— C) O z O 1'�^ V W x W z Lu Lu DC LL Q 1 J 1-1 O O co b r L w O w c M JOB NO. I 182150 SCALE 1 11=50' SHEET NO. 14