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HomeMy WebLinkAboutSUB202000141 Plat - Approved 2020-09-09• DEVELOPER: ENGINEER: TAX MAP: ZONING: TOTAL PROJECT AREA: PROPOSED USE: ALLOWABLE DENSITY: PROPOSED DENSITY: REQUIRED SPACE: TMP o4600-oo-oo-oigB8 CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 04600-oo-oo-olgB8 D.B. 5346, PG. 256 11g.69 ACRES NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o1800011 WITH PROFFERS -APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA202500007 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. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER g, 2o16 BY BOS WITH CONDITIONS. 04600-oo-oo-olgB8-1i9.6g AC. (PORTION OF) BLOCK 16-1 mAC BLOCK 17 -17.18 AC TOTAL = 28.29 AC 104 SINGLE-FAMILY DETACHED UNITS BLOCK 16: 1g UNITS (MIN.) TO 58 UNITS (MAX.) BLOCK 17: 31 UNITS (MIN.) TO 94 UNITS (MAX.) BLOCK 16: 5B UNITS BLOCK 17: 46 UNITS B36 B17 OPEN SPACE PROVIDED: 816 B27 CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE 0 i.8ACRE5 I 1. ACRES I o.o ACRES I 3.iACRE5 o 3.3ACRES I 3.8ACRE5 I 0.2ACRES 1 7-3 ACRES TOTAL BLOCK 16 & 17 GREEN SPACE REQUIRED: 10.4 ACRES ICIVICIPARK GREENWAY 1 OPEN SPACE BUFFERS TOTAL GREEN SPACE 0 12ACRE5 I o. ACRES I o.i ACRES I 1.BACRES 0 1 1iACRES I 7,oACRES I o.5 ACRES 1 8.6 ACRES TOTAL BLOCK 16 & 27 GREEN SPACE PROVIDED: 10.4 ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES I4o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL -BLOCK 5 TO BLOCK 1g FRONT SETBACK: 8' MIN. & 25' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: 1o' MIN. & NO MAX. GARAGE SETBACKS: 18' MIN. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAUFORESTALDISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2o15. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF 2019. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED. PRESERVEDIMANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. LIGHTING: NO LIGHTING IS PROPOSED. PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (2) PHASE OR A TOTAL OF (2) SEPARATE PHASES. RECREATION: TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS. 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, LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9- STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 5o' ALONG THE ROADWAYS, LAND AREAS: OPEN SPACE: 10.4o ACRES (36.7%) LOTS: 9.95 ACRES (35.2%) ROW DEDICATION: 7.94 ACRES (28.1%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 258,66o SF BUILDINGS, PATIOS/DECKS: 194,o6o SF DRIVEWAYS: 35,070 SF TOTAL IMPERVIOUS AREAS: 487,790SF (v.2o ACRES) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEE SHEET 3A. TOTAL PROPOSED UNITS: 104 TOTAL PROPOSED AFFORDABLE UNITS: 26 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. APPROVED by the Albemarle County Community Development Department Date Seotember 9. 2020 File # SUB2020-141 Application Type Preliminary Plat Lead Reviewer: Megan Nedostup 0 0 BROOKHILL BLOCKS 16 & 17 _ I (!_SLIc.No.035791 COTT R. COLLINS�Z XL"_L_32�v a o.. as 0 O PRELIMINARY SUBDIVISION PLAT RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA - `i\ 0 PROJECT BOUNDARY OPEN-\ - � -- -- ,PACE `` ----- 1 FUTURE ROAD EXTENSION LOTo i, �� �(UNDER DIFFERENT SET OF PLANS) / \ \ \\ `\If® 0 / / `, s/ `I �\ PROPOSED GREENWAY - \ ` O I I L.T �\ , , z� , / LOT v 1 00 T -\ 0 �-� _�� / / SOPACE \�.//, ////.Lor vo 0000 40 o i \ % `�i _'y,'� I1 / BLOCK 16 % /\ l O I -- I., _ 0// . -7 r / o j I LROPOSED GREENWAYt I I - �' , y , o Ij OPEN �,� SPACE - - i <x ®♦ �i� // / /- � , ,`eT 1 LOT LO ` _ i3 LOT `\` L - / 01 11 0 ` , OPEN / SPACE i..rr\ , QL.T Y aT OT BLOCK l ^ \ `'f\/,�'\/� '✓ ; LOT41 . ) r /- ,'.,\ \• /- / _ '` LOT ; `\ ,:. ,`\ pI / ; �!) '� I� e . `• -.Lour T` 'S \` Lot ,,,---:0 �e :- LOT 0' j O'ga' b / I LOT OPEN . C'✓' 3 i- c I. SPACE "� -Lor ��T LOT\ f t ROP6SED GREENWAY ' 0 4 '­PROJECTBOUNDARY e \ s / / o LOT rl \ \ - T �'. `IJ ,�(\' `V LOT )� 39 A1.. / - �� OT L37 OT �' \1 38 �' 35 I 00 ---''/ —`-'----------------- i SHEET LAYOUT SCALE: 1" = 100' I VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title i COVER 2A PROFFERS 18 PROFFERS a OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 UTILITY PLAN g UTILITY PLAN io UTILITY PLAN 11 GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 GRADING & DRAINAGE PLAN iy NOTES & DETAILS 15 NOTES & DETAILS 16 STORMWATER MANAGEMENT PLAN 17 LANDSCAPING PLAN 18 LANDSCAPING PLAN ao TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETA77VE/LANDSCAPE BUFFER - - - - - - -- - - - - GREENWAY BUFFER - -- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE z� BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING EXISTING CONTOUR zoo PROPOSED CONTOUR 506./1 rc 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506.21 SW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES 1 MANAGED STEEP SLOPES -D PEDESTRIAN AND VEHICLE ACCESS C IPROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 0 OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OFCO:NIMLNIIY DL-'VELOPMENT ENGINEER INSPECTIONS ARB ALBEMARLE COUNTY SERVICE .AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT Ul z J J U i 0) ti M Or) N C'M N C] Cn N Q L pi rrJ^^ v/ O U r Y Uj U) LLI LU 0 O O N Q 0 F---I ZD �1 W ILL z I--1 W I rI 06 , W Y O MJ W Y O w J M H W ~ O w w d JOB NO. 182150 SCALE 1 "=100' 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 04600-00-00-01904 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 04600-00-00-01880 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 pan 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- P • 8 P Sir • S� section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase 1, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. 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-I 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 rty ($ ) 8 Y detached Market Rate Unit other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions P g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- sevenS Y 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 he 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 shal I 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 ] P grsP g housingobjective throw a variety of housing s including but not limited to for sale units rental units J through tY B types, 8 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°/6) 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 unit(s)shall be available for sale. This notice shall not be given more than nine 90 days prior g ninety Y to receipt of the Certificate ofOccu ant for the applicable For -Sale Affordable Housing Unit; the P Occupancy PP 8 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 9 P 8 tY ( ) Y P d, gh 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. APPROVED Page 5 of 11 by the Albemarle County Community Development Department Date September 9. 2020 File # SUB2020-141 Application Type Preliminary Plat Lead Reviewer: Megan Nedostup depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (1") 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 (50d) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase iV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 intersection improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. in any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the (Tuner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of I 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 for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Fanners Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notifythe County in writing of the conveyance and provide the name address and tY g Y telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle Count Housing Office a co of the rental or lease P Y 8 PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. in addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( )• hundredth (500th), eight hundredth (800th), and one thousandth (I000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for 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 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January I 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 calendaryear in the Marshall and Swift Building Cost index for masonrywalls in the Mid -Atlantic ("MST"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December I in the preceding calendar year, the denominator of which shall be the MST as of December I in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSU2016 MST. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount 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. Notwithstandingthe provisions of these Proffers to the cont the Owner's obligation to a Cash P �Y, g pay Contributions shall not commence until the number of units to which such Cash Contributions apply I have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection improvements, v) Ashwood Boulevard Connection and vi the Trail Network. (collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be $28,336,662.00. The hi -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for 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, t, ( ) 8 J by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of I 'COTT R. COLLINS'Z Lic. No. 035791 .1z� 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. 1. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. if, within ten (10) years after ZZ the date of issuance of the first (I st) CO for a single-family dwelling within the Project, the County d a 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. • v g in in 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the 0 in property: 0 0 J < A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's rrHA to w .. design standards for a Class B- type I primitive nature trail, shall be established within the V l Greenway as described within the Code of Development. The general location of the Trail Network H 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 W 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 (5001h) 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 o however, that Owner may reserve in such easements, rights of access for grading, utilities and o maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a a notation that the Greenway area is dedicated for public use. If, at the time the County requests o dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project P P J O for Parks and Civic Spaces as described in the Code of Development and generally shown on the L9 7— P P g Y Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance ti M Page 4ofII Z tM O CV INEEMEN M 01 CV O WCY) Services Department. At the option of the County, and in lieu of the construction of a school, a public park N may be established by the County on the Elementary School Site. N 8. Public High School or Institutional Use Site. W > LL] Within one year after written request by the County, the Owner shall dedicate to the County, by General J Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or J such other use as the Countymay determine suitable of not less than fifty 50 acres abutting a publicly- Z Y ftY ( ) g P Y 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. w W 0 O 9. Historic Resources. J 01-1 A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the Q National Register of Historic Places. Owner shall address an adverse impact to this designation g Y mP Bn as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), U which is administered by the Virginia Department of Historic Resources (DHR). r B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on W Y the site plan or subdivision plat for the area to be developed which contains such cemetery or w cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. — C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its in licensees or successors of the Woodlands Cam located in the Greenway Area and identified in Ul P Y the Phase 1 Historic Resources Studyfor the Project. J w This Proffer Statement may be executed in an number of counterparts, each of which shall be an original w Y Y rP • and all of which together shall constitute but one and the same instrument. (n Jw [Signature Pages to Follow] JQ 0 C:)C:) C\l U Page 8 of 1 I Q 0- 77 1---I 0 m 'D V I z �1 J LU CL 1 pe I Ln LU LL. LL. 0 tY tZ V/ 0 m J a-1 2 0 Cie LU o w s Mn a JOB NO. 182150 SCALE N/A SHEET NO. lA •Y • "' PHASEIINTERSECTON I IMPROVEMENTS INTERSECTION: NOFUNp LEFT -TURN LANEEON POLO GROUNDIOAOWITHpS'RO it STORAGE ?'- - EKrE BOUND RI)SROAD N � � LANE ONPOLOGROUNOS ROAD ON POL PHASE II INTERSECTION FROM SO OF STORAGETO roo'OF IMPROVEMENTS STORAGE. - • I Ma.15 ROIO TOA IRID RIGHTI RGHTN/RIGN1-OUTOPERATION. INTERSECTION. • CONSTRUCTASOOMROONO A- ROADWAY, PROVOING W LEFT -TURN AND r 1 I RGHi-T R U N LANE -0 • CONSTRLKTAN EASTBOUND PHASE III LEFT -TURN LANE ON POLO IMPROVEMENTS GROUNDS ROAD WITH TSa iFEr OF STORAGE P' INTERSECTION 3 \ ' S CONSTRUCTARGHT4NJRKiHT.0U ROADWAY ENTRANCE TO ROUTE RS _ CONSTRUCTANORN ROUN PHASE It ROADWAY IMPROVEMENTSTURNLANEONUSr WaW OF PHASE INTERSECTION O STORAGE IMPROVEMENTS PHASE II INTERSECTION IMPROVEMENTS A PHASE I ROADWAY IMPROVEMENTS INTERSECTIONA - TTDNOPaRoT ROADWAYVIDE(n T IANEa R Ill GHr•TURN LANE u� c REST TO /' PHASE IV PROVIDE PROVIDE EST80 ND LEFT OD O �� VINTERSECTION n +, IMPROVEMENTS ``0 LANE ON ASHW BOULEVARD I " WITH.A FSTORAeOVIEVARD EEASTRONDASHWOOD Z ` ... RESTRI Of t• d 4 aOUHT-TUAPPROACH TO PROM IL)RGHi-TWNLANE ♦ ��� - JIS PHASE IV NTERSECTION IMPROVEMEWS - ♦ yi INTERSECTIONS • IOUND PHASEIINTERSECTION PHASE IV ADWAY MPROVEMENTS IMPROVEMENTS ROADWAYT PROVIDEW TURDWAYTOP0.0VIDEWLEFT- TURN IANE ANOWRGHr-TURN LANE ��' • Rr� ..� • CONSTRUCTAN EASTBOUND LEFT .1...�•' TURN LANE ON POLO GROUNDS ROADWAYWITHvp'OFSTORAGE GU R BROOKHILL TRA C PHASING PLAN a I - ikF M bn Llpn=ffaeF \ Is \ h , f I f118MaIBBN� l � ._ PROPOSED IEDEGT\�' II i [ROSSW.LLK y �\\ \ / t . PP0P0SWI \00DD\\ \k\ OQ TRAILWAYC TO �,I �r APR01iMN5�5wMTFPf�'1:�� it CONCRETx O 1 \ TRO EDSTREETYpEFS LU ADONG CONNECTOR�A \ z �P EDIAND \ ��\ �\ \ I\` r• V ' AL CONNECTOR I o PIIOPOSEOPItORPATKWAYCON '. WITNESS the following signature: OWNERS /ofxx Tax Map Parcel 04600-WOO-0 I 8AO: L. By: " , - '7l /-/-, �CjHAR�LES R. IIA GB By: .oFl Q.a.w. y/ 4., ZABETN ANN OGL BY B!(pGH—� Date: 7y" A i 4.0 19 — - OWNERS of Tax Map Parcel 04600-00-00-01800: CHARI.E4 R HAUGH, U8� By: - DOUGLASB.OG..j BY, TRUSTEE Date: IS*- O - / `� OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A 1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation BY Qe...•, m. '1�a..dC� Ann O. Haugh, R3 2r ident Date: �� $V 20l Q - Page 9 of 10 NOTE POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS SHOWNINTMISEKHIBITSFORILLUSTRATNE PURPOSESONLY.THI FINAL DESIGN AND VANE CONFIGURATIONS OF POLO GROUNDS OOO��� -r'• ROADWAY IMPROVE MENTS WILL BE IN ACCORDANCE WITH THE APPROVED TRAFFIC IMPACTANALYSISAND FINAL APPROVED ROAC / T CONSTRUCTIOK PLANS FOR THE ROADWAY IMPROVEMENTS. PROPOSED SALAMANDER CROSSING (3 TOTAL) \ YINVERTED RETAINING l ��� \ •I \ \ \ ,.' � ,`. _ .�.,� __ �`�_ WALL_,IID CULVERT -wim WALL SYSTEM \ \ FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT Q VS G 0 6 p L G a i\ O a - 00 0 R`• PROPOSED6o. ACRE HIGH SCHOOL SITE TMPA&R8e HORNELAND PO ,� CORPORATION 1 i TMP46-L8D CRAFTON L1 CORPORATION 1� PROPOSED? ACRE ELEMENTARY SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 046004*40-018B0: HORNE LAND CORPORA-TI/ON, a Virginia, corporation ' ` By: Qatit, Am O. Haugh, Its President Date: Xq� T. -;I o I ? OWNER of Tax Map Parcel 0460D-00-011-01800: CRAFTON CORPORATION, a Virginia corporation By: - 0_&4 0. k,("� , Ann O. Haugh, Its President �� Date: e!21y 8• AO / 9, Page 10 of I I ORDINANCE NO. 19-A(9) ZMA 2019.00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-Ot9A2,04600-00-00-019B1, 04600-00-00-019133, AND 04600-00-00-01984 WHEREAS, the application to amend the proffers that were approved with "ZMA 2015-00007 for Tax Parcels 04600-00-00-018AO, 04600-00-00-01800. 04600-00-00-019A 1, 04600-OD-00.019A2, 04600-00-00-019B 1, 04600-00-00-019B3, and 04600.DO-00-01964 (collectively, the "Property") is identified as ZMA 2018-0001 I, Brookhill Proffer Amendment ("ZMA 2018.11 "); and WHEREAS, ZMA 2018-1 I to amend proffer Numbers I D I H 6 and 8 of the Proffers that were proposes approved in conjunction with ZMA 2015-07 due to VDOT's planned construction orthe Ric Mills Road connector road, specifically, to rellect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P 8 Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33,15.A(I)(a); and WHEREAS, staff recommends approval of ZMA 2018-1 I. BE IT ORDAINED b the Board of Su rvisors of the County of Albemarle- Virginia, that upon Y Dc tY a B A P consideration of the staff reportprepared for 7,MA 2018-1 1 and its attachments including the proposed amended f� 8 P P proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284 and for the purposes of public necessity, convenience general welfare and good zonin practices,the Board P P P Y• .g 8 B 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 Supolsms Aye Lvov Mr. Dill Y _ Mr. Gallaway Y Ms. Msilek _Y Ms. McKee] Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04601L00.00.019B1: BROOKBILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ma get By: Andre) . cGmty, Its President Date: S L3/Zo rg BROOKBB.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend qmt: Manaer By: Alm R Tay or, is President Date: 7RAlr(.W/ I Z Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended In the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Seconds Six Year Plan to be designated to the construction of this Connector road; and Secondary 9 , WHEREAS the Commonwealth Transportation Board approved theremainder of funding in 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 County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road, and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018: and WHEREAS the public comments received 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 Count MV180M M Nay Mr Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y APPROVED by the Albemarle County Community Development Department Date September 9. 2020 File # SUB2020-141 Application Type Preliminary Plat Lead Reviewer: Megan NedostuD 'COTT R. COLLINSIZ Lic. No. 035791 .'z� z O J K � 7) Z GO O V) O z Q O Lnn H > z � a1 W W j L9Q r ^ A I..L 1 cM z l;'rj 0) O N I---1 M � t\1 1 CO N Q V) W L_L Z Q z �1 w 0 1 O J W J LU ZO U � cl� W' W �C6 UlvJ TI W V) ZW � U O tIJ w Co J Of I-1 2 oo� O U � w tJ+ r O w IY un Q. N JOB NO. 182150 SCALE N/A SHEET NO. 18 �pLTH ol,D f o � J'I T-0 (3 E C0Qs"zVzx%_D r - O SLCIc.OTTNO. — r �— �— —�� - i 035791 2� AOODB OLEI PROPOSED TRAILHEAD ACCESS AREA T RD ' ' PROPOSED ASHWOOD BOULEVARD CONNECTION 1 ' '� T ^t ��++�� UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT HORN f- ; �� y cJ ? ry Z W r loi 1 \�� G _ W /ONAL PROVIDE PARKING, AN INFORMATION KIOSK, OR MORE INFORMATION ON REQUIRED BUFFER AND A PEDESTRIAN ROAD CROSSING TO LLI > m i / ACCESS THE MULTI -USE TRAILWA Z L7 o LAKES NEIGHBORHOOD I �' I SITE \� ) \ \ Z u W x IMPROVEMENT y665a } ( � Pq S P L "n \ j SWM FACILITY #3 ' COUNTY OF I f 30' MIN. NATURAL BUI FF R,Y ( ` R\Mi <f LAEMARLE Z c� ROPOSED PRIMITIVE TRAIL W /% /r -� ,J _y �l Oq0 S Z r'w' U W ���jjj CONNECTION TO FOREST LAKES �- \`\ N --- -- \ PROPOSED B I�I� ALBEMARLE COUNTY- � I Np OU SROAp J Z ` o PRIMITIVE i , { I \ I� - , RESERVED STEEP SLOPE lg� O Z u _ BLOCK 1� TRAILWAY y" 3 I Ili \ 1 I C4 (TYP.) p V l z ° w Co ( TRAILS (TYP) I o VICINITY MAP: SCALE: 1" = 2000' F� 5 o In Q _ t I, - B AN COURT 3 �- ' DEVELOPMENT eJ ''x / Q �" 0- r o Z O H Z 0 U J I— — — GIsJVBRAL ROTES AREA(TYP.) �_ OWNERS: TMP 04600-oo-oo-ol800 TMP04600-oo-oo-oiBAo < > BLOCK 15 �rI vai - -' ""�... 1 a - HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. V 1 O Z I 435 PARK ST 25755EMINOLE TRAIL CHARLOTTESVILLE, VA CHARLOTTESVILLE, VA T.M. y6 - 188 � ' HORNE LAND CORPORATION ---_,. ,..- CO s !! _�; �-- -- - .. - _ l � 7 �` ��' OPEN L j 22901 21901 TMP o 600 00 oo-ox a 9� CROCKETT CORPORATION SPACE �/' C/O HAUGH&HELVIN (TYP.) 435 PARK ST CHARLOTTESVILLE, VA 0 (D N BLOCK BLOCK 12 t. a 4 / PROPOSED CIVIC SPACE - _ p — \ EASTERN POCKET PARK �\ � �\ /, 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. Z p Z O O I 10 ° ` � ,, - ,4\'• BLOCKI '�-� _ '� •°; 4 FO I l (LOCATION TO BE DETERMINED � �1\ �> 455SECOND STREET SE, SUITE yoo VA o2ry „y +� EXISTING ioo-YEARS vim' ; y*� �- ?s FEMA FLOODPLAIN (TYP.)-�. -' `� WITH FINAL DEVELOPMENT PLAN) -- Cl CHARLOTTESVILLE, zz903 w w ? _ BLOCK 4 •- ♦ - c l� : \•Vy PROPOSED VEHICULAR 0 INTERCONNECTION ACCESS ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA zz oz 9 (n Z Z w a Z Z O Z 0 in g a I, PRO D PRIMITIVES `� ♦ / TO THE MONTGOMERY WMIN. NATURAL BUFFER O 0 s in z N ROUTEzg - TRAILWAY •. '\„•.; ♦.� "� •! '----''� � c�'. - RIDGE NEIGHBORHOOD o '�� TAX MAP &ZONING. 04600-00-oo-01a00 04600-oo-oo-oxBAo 04600-00-00-01900 1-4 u) m a W a w o \ IMPROVEMENT r, PAT WAV i' } ♦ ► . ! -.< '`ka, ♦ .. t, OPEN .'-,j ° CIVIC SPACE - O D.B. 731, PG. Ego D.B. 1333, PG. 45o D.B. 731, PG. Ego j W q g O Y O w - ROPOSED SPACE • = ALBEMARLE COUNTY R-1 RESIDENTIAL R-1 RESIDENTIAL ZONE: R-1 RESIDENTIAL W F z w g I ROUTE z 9 IAr- .j BLOCK 11 GREENWAY ` r s to (TYP.) '• >..° (TYP.) '-� . *< � of r / P P J MANAGED STEEP SLOE (TYP.) RN TOTAL PROJECT AREA: 046o0 ix;-00-o180o - 4z.55 AC. o 4600-oo-oo-oi8Ao x7. z9 AC. 0 z g w a z g p u IMPROVEMENT i { •". _. GREENWAY t'4.,•c O (tjf oy600-oo-oo-osgoo - zo7.66 AC. O SWMFACILITY #z , }� '� GREENWAY .",. .e. _ ♦ c ,. j!" �/' _ .. `.` u l (TYP.) BLOCK 18 Gotow r, _ �.-� �� 177.SoAC.TOTAL 0 w o w U I, TYP. UPLAND ♦ y_. a ,' ! �> ��' GE vl I_n w PROPOSED SO' BUFFER I AROUNDVDOTSTORMWATER ' - v; PARK °a \. ,♦ \ e ,� _ - - I. + ,; ,♦ " inEXISTINGARCHAICWOODLAND `� '•. ♦ rw f�` M\��\P'N DEVELOPMENT � � �� PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT L TOPOGRAPHY TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCO N of �u Cie LL z MANAGEMENTPOND 1 /� . � \ �„ e �':;- /LCAMPSITEAREATOBEPRESERVED `"+-, a �, r -{ „ r! � A (TYP.) ` , SURVEYING AND BELL LAND SURVEYS, zCOL g � , - �.-r '�' °'+'�tS.�� BLOCK 16 ✓ LED BY LI BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, xox5- '� L >•+„ .. aa• I \ .���'(. sWco w 0 ti O= i- EXISTING too -YEAR rSTREAM", '•''aY' �,• I- _ DATUM: NAVD 1988 � O 2 Q i 3 to i BUFFER (TYP. ... ..,a ', FLOODPLAIN (TYP.) � •• - �S UTILITIES: COUNTY WATER AND SEWER - --- W BLOCK O � � _ _ _ I r. - -- - \ \ °• ' . i FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD of ,n �0 ,o ,o C7 V / PROPOSED RIGHT IN -RIGHT OU H,< INTERSECTION IMPROVEMENTS. w� 4 Z \ '���� BLOCK4 / �` .,! /' DATED FEBRUARY 4, 300S. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTYFORTHESOUTHRIVANNADAM,WHICHISAFEDERALDAMLOCATEDUPSTREAMOF �+ I --I SEE BROOKHILL TIA REPORT j '�y-�� I TRAFFIC CIRCLE/ROUNDABOUT MAY ALBEMARLE COUNTYr ,- _ THE PROPERTY. O o 0 0 o I FOR FURTHERDETAIIS: O 3 � 'MAIN'STREET'_ _ PRESERVED STEEP SLOPE I BE CONSTRUCTED AT THE �� BLOCKS �I , �.,, .. .! �''� MONTGOMERY RIDGE �' NOTES. N Q N OULEVARDENTRAN�E INTERSECTION OF MAIN STREET AND (TYP.) THE NORTHISOUTH CONNECTOR ROAD BLOCK / / � r ., NEIGHBORHOOD p' i x. SEE CODE OF DEVELOPMENT FOR DETAIL$ ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. � Z z OPEN I 'P .; - ' •- / i ,. v 3 \` U SPACE) I':.� z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE W M N Q �.,,,,,., _ / / OPEN (TYP.) - t -- - DETERMINED WITH THE SITE PLAN PROCESS. CV J SPACE '; -.. .y,, ` 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ' ^ V I s� (TYP.) �I. • % �_ ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE _ BLOCK1 1 EXISTING too -YEAR I I ..y PROPOSED - ��' 4 OR FOREST LAKES. C W W ' __ FLOODPLAIN (TYP.) a +' RIMITIVE •o a % "� -✓/ y I ,� ,�- S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN - LU T.M. 46 - 1BD I " TRAILWAY �� O� Q _ Cf CRAFTON CORPORATION 1 t ,. ,.: BLOCK DEVELOPMENT AREA O - G 0 \ �� �� �2 O (z THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. 7 Z J J Q r ;•-. ^�' BOUNDARY (TYP.) '• '.- ' �' \� R y 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND W - -� ROPOSED NEIGHBORHOOD ( s CENTER (LOCATION TO BE DETERMINED ( �" la IMFTS OF eROPOSED REZONING = x8.4 1x. SUBDIV_ E A KEPRELIING INADINGNEEDSSTUDYFORTHE PROPOSED SION DEVELOPMENAT WILL T PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN SHOWN c 2 � W I --I J J / - BLOCK 1 WITH FINAL DEVELOPMENT PLAN.) 1 ._ _ _ - _ _ -, _ _ _ - - a __ '� I nr "-"\ , 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY Q Q / - I- _ �.,. • ! g 1 _ _ • r !'• r.,�z �'. y- '.. S � DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT z Z O Lu PROPOSED too' BUFFER ALONG RT.•zg LANDSCAPE BUFFER / . BLOCK4 l -. -, RE HI -- .•' •, -- SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDEAMINIMUMOF(3)CIVICAREAS,ASSHOWN L•I•J Q f- (nL9 J w 7o'NATURAL & 30' LANDSCAPE BUFFER 1 r� I BROOKHILL PARCEL BLOCK 3 --* _ BLOCKS'. •+e' I _- _- ALBEMARLE COUNTY I Ir--I 1 ' �� J ���' ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. S L J r"'r 0 Q � O 15 ° 1 APPROXIMATE LOCATION O _ •� I '. - �. 1 ANAGED STEEP SLOPE {- r % - 9- THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO J Z = J NOTE: A PROPOSED MULTI -USE PATH IS PROPOSED BY VDOT ALONG THE I ROUTE zg FRONTAGE OF THIS HISTORIC MARKER FQR THE ' °' BRO KHILL PROPER t ,��, (TYP.) GREENWAY • (TYP.) . i �'\ j f !:. \ , __ _ , �_ / _ % -� � �,�. Ih -_\ ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. O Q � J PROPERTY. PATHWAY TO BE _ \ - - - '- I ROPOSED °' B FFER -- -�"- !" -. f k, . - ~ 1•' • .. , 1 ' %' (--) 10. CONNECTION POINTiiiAN THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT�6HALL ONLY BE A Q C W I Y LOCATED WITHIN THE VDOT R/W. i 1 i°••..7-r, j " LOCATION OF EXISTIN �� yak �� ^'� PEDESTRIAN/BICYLE ACCESS CONNECTION. L r""I Y TI O� g. BLOCK 1g UNN CEMETERY TO \ '»° • r, S �� j _ -�� lc 12. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE- ( I} Q � j Q w �/ ryT Cz 0/ , REMAIN \-BLOCK +; r v \�J LU LINE (TYP.) , NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND Z _ I / E a "°a� BLOCK 6 AND EROSION CONTROL MEASURES SHALL BE LOCATED OUTSIDE OF THE PRESERVED SLOPES. I BLOCK 8 ALBEMARLE COUNTY. ` / . ' s '� }} ROPERTY BOUNDARY (TYP.) GREENWAV PRESERVED SLOPES Z � 1L Q Z � Cf) i--I W NOTE: AREA WITHIN THE too' FF IR AND OUTSIDE THE EXISTING I I O PRESERVED STEEP SLOPE . \ I ,',(\ ( ,l i - �P') • (I \' .-; BLOCK% C,' �/I a° a _ �,"� •., �— ••' --"\ ® VEGETATIVE BUFFER MANAGED SLOPES O Z Q LU v, Q LIMITS SHALL BE REPLANTED IN / L ° \` - EXISTING too -YEAR -` ,,,• )• I r.. ��,\\ s .• OPEN SPACE N ACCORDANCE WITH THEPLACESxg FORESTED BUFFER REQUIREMENTS �% / _ I '--" DEVELOPMENT ,'. 1t - --'" FLOODPLAIN(TYP.)`� _ ING BROOKHILLJ AREA (TYP') N \ , OF OF 19TH CENTURY S TO R MAIN •y. \ ., •,': ....• 4 WITH HOA SHALL BE EXTENDED , THE ENTRANCE AT - MONTGOMERY RIDGE. THE HOA WILL NEED ® GREENWAY IMPACTS& PRESERVED SLOPE IMPACTS �-'�-•-� r•----'-J WETLANDS J ~ Cn O 0- Q -� ;�, ; r x "�� N NTS OF BROOKHILL �, j-•' BLOCK 8 DEVELOPMENT AR r //A\t 'w•- ` t I BOUNDARY (TYP.) / C3 TO APPROVE THE TRAIL AND EXECUTE ALL EASEMENT DOCUMENTS ALLOWING THE f-1 PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL !� HISTORIC HOUSE & THE 1 T}i CENTURY COMPONENTS OF U E 5 ,y, (— _j M W EXISTING too -YEAR - FEMA FLOODPLAIN (TYP.) _k"K r, i { �'`�''�. � f / \, /OPEN '' CONSTRUCTION OF THE MULTI -USE PATH i ON HOA PROPERTY. BROOKHILL O W 1 f + I ;';`- r:q - •it `;� OPOSED 1o'PAVED MULTI -PURPOSE TRAIL ( / 10' MULTI -USE PATH TO BE CONSTRUCTED ALONG THE NORTH SIDE OF POLO GROUNDS ROAD Cor-/ /�rIartment ot— PRIMITIVE TRAILWAY PROPOSED TRANSIT STOP- TO BE INCLUDED WITHIN OR O Q J �/ ra ?:j (-ryp) ,t 1-,�j' i,��-{ •' �j� '9 fl/tA7� ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL I --I ' '.I �� a, "•a•=° _�/1/. " -'->.;,. �is2 ROPOSED FI( /� PEDESTRIAN TUNNEL- _ jS v©- LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. IMPROVED INTERSECTION • / -?•e-- Ap rc„ by ! ,pervisors a LM CD AND STOPLIGHT. SEE BROOKHILL TIA REPORT `^ °'e' y, '. - r :i _ POLO GR ROPOSED IMPROVEMENT TO STATERT. OUNOSRO HFOR�R '� VE SOP�NPR Dot ► 0006 EXISTING too YR FLOODPLAIN --. - O C] (♦I O FOR FURTHER DETAILS , a i ^ •. POLO GROUNDS ROAD FOR "' `' 64q (D,B. ANES - SEE THE PI 48� R 263) TURN GROUNDS OADWAYY RyV , •--••- STREAMS LOCATION OF HISTORIC RESOURCE TO BE PRESERVED DUNE 15, 2015 O > IMPROVEMENT PLAN f I anneF cl. J - - ,•°+yam APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 3o'BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE CALE m , .-+•--, tl' - FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. SEE PROFFERS FOR FURTHER DETAILS 4.46 zoo o zoo aW ��` 1o' MULTI -USE PATH II - r L O w w = { PROPOSED LOCATION OF HISTORIC MARKER -18C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA. � �- ( (N PF.01) / APPROVED O PROPOSED ELEMENTARY SCHOOL SITE - -- 1 OF 1 JOB No. 182150 ` I inch =zoo rL. b the Albemarle CountySHEET - Y _ - - - - - - - -- - ----- - - - -- - - - communityDevelopment Department SCALE Date September 9 2020 File # SUB2020-141 N. T. S. Application Type Preliminary Plat SHEET NO. Lead Reviewer: Megan Nedostup 2 I -------------------- TH pf, it OO BO �__ j__-- _-_ /-\. ` � '/ I '` \\�, �9\/ / -- - -- - _-__/ i�=- 1 t 11 • _.� OAF --'t ( '/yti� j `\� ' �'-. J `, , ; .e, -% AS,, gp -- - - - -- - - _ /i�\ �_ - � �SCO'1"1' R. COLLINS'z �LLLCCCCrrnn���� ` �`� JJ %� \ ddrr �qR I \ J �PO I UIEVARD / ��-� �-- I � Lic. No. 035791.'n Jill �� �Sr Al _ -3 /_ -- \ \ /i ' \ Ihi (IIII I -- -J i ' i _L ' _✓' ` `r. �_ �_ _i�� _�-_-',-___-- _1„/// _-__�__ I I _' `' ' /' �\ II II r.� �� r.� r.� ���sa_� ter. s��� �ta ��. � rt•)t• Sosat o��o�l•o�l�ot o�o�at =!•��a�>•�� ��a�� ������ ���� � � r I--__- � �', it 10, II II ii AV BLOCK13 ; i/ I1 \ �,A --iv \, \ BLOCK 1 / o \ a �' \ 1 I A YAN CO RT 3 \ Z. rr In co z o to i BLOCK 10 \\ ♦ \ i� ► �� �'� 1 - /' i \ \ to Z too Off SDP202000008 _ I l ♦ // / , I \ \� ��� �- INITIAL SITE PLAN 7/• r- APPROVED - o3/o6/2020 SDP202000o82 �' `, FINAL SITE PLAN UND R R VIEW u BLOCK 12 `• \ / 1 / - - - BLOCK 18fj _ II ' GoIl In N -/ - PD \ \. / \ �Op� a \ � �i J e 0. BLOCK 4B II I I FINAL SITE PLAN APPROVED _------- II i i ° 0 12/3-7/203.8 _ BLOCK 4C o. I I mm ROAD PLAN 1 �' BLO�IC°e5 I I n¢ I (UNDER REVIEW) r a '1as+•' SUB2017-00117 1 BLOCK3 II >a I1' ''? BLOCK r!�!__ �y�r► j Il /t II II •� ` � '- �'nn'yy., ' • - • 1 F 1 BLOCK 2 J 1 / SDP201900078 --BLOCK'I , _ 1 INITIAL SITE PLAN 1 - •-�\ \ \, APPROVED - 02/21/2020 Ism � � �.� •� °°° ` `' ' 1 SDP202000035 (UNDER REVIEW) ROAD PLAN I- BLOCK 3 I J° \\ \ - _BLOCK4A FINAL SITE PLAN ii a , , 1 SU62018-0 UNDER REVIEW 0115 ' SDP2o1800050 I 1 �� _ _ SDP201800021 r "FINAL SITE PLAN INITIAL SITE PLAN APPROVED 1 BLOCK 1A fi 1 APPROVED - o6/o8/2018 II 12/17/2018 1 _ _1 1 SDP201800049 1 � \�• �' •a _ _ _ _ 1 FINAL SITE PLAN 1 ° \ �- 'aw �' ! I _ _ _ _ _ - =_ .J ; ` _ U R REVIEW °° ° \ `\ \ °°°\1 _. / .. ° 1 it own IN 0j °4 ROAD PLAN I 1 ! BLOCK 19 (UNDER REVIEW) BLOCK 6 SUB2027-00127 1 e II I I \ u 1 1 BLOCK 8A,� 1 o° SDP201900026 BLOCK 7 1 - - - - \ 1 /FINAL SITE PLAN / I APPROVED i 4/23/2020 _ , J ` BLOCK 86 SDP201$o0054 \ \ INITIAL SITE PLAN ° APPROVED - 09/07/2018 ' \ SDP2019000-IS \ Ie FINAL SITE PLAN ° II \ UNDER REVIEW 00000 It I I > . "'!fit _� 1 P .1 �-�' �-�. II I ` A III I I .,; � •• ,• � ` S ti �• II I .yy .....OER ..... ..............\ST �� �Rfi DSO�'(_o' ...... i"3fD88 fill V......... ..4P.263) Ill1 �-... ... \ LEGEND: PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT j \\ (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS Id I I I 0 0 0 a III tl .11111 ARE UNDER REVIEW) GRAPHIC SCALE - /� ��•••� PROPOSED RESIDENTIAL & COM (APPROVED FINAL SITE PLAN) MERCIAL DEVELOPMENT �f J A S PROPOSED RESIDENTIAL DEVELOPMENT I I' I (PROPOSED INITIAL SITE PLANS UNDER REVIEW) i 1UU ' MCI n inn inn 4nn 1 inch = 200 ft. / / I I / I T z00 I N It IM IN Ld \ U) 020 by the Albemarle CAPPRQ'VED H ounty Community Developmen mt Department Date Septebt#r 9. 2020 71 File # SUB2020 141 Q 1 / \ Application Type Preliminary Plat = Lead Reviewer: Megan Nedostup Q Wi H BLOCK AREA SUMMARY Development Area Per Area (Roads. Proposed Block Land Ilse District BrookhProposed ill Lots, Buildings. Development COD (AC) Area (AC) Parking lots) Per Area (AC) COD (AC) I 2 I 3 3A L 3B 4 4A 4B 4C 5 6 7 8 8A 8B / 9 , to / II / 12 / 13 14 IAN 15 16 17 18 i = 19 arhoodS ice C•tmia Urban Lknsin 1 hban FXii,ne lJrban [knsit}' I rban Ikn.it} Urban l :nsity Urban IAmsa% Lhban Ilmsin Urban lknsac 12 63 5.8 24 51 _3 1.8 27 95 9.98 11.39 6 58 12 5_1 5$ 19 Gteempace/ Amenities (I Civic/ Civic/ I Open Open Greenwny Greenwap BuRers Buffers Parks Parks Space Space e aired Prosed Required Proposed Re aired Provided Require Provider 0 0 0 0 12 0 0 0 0 0 0 0 14.0 1 02 1 1.38 7.17 0.86 6,83 0.52 6.6 L 1 0 72 0 7 177 119 0 25.8 1 2591 1 12.7 1 12 92 1 0 Total e 3.4 1.09 1 1.9 044 1 19 297 1 8.4 0 0 1.43 1.09 0.44 1.54 2.31 1.46 0.85 57 1.5 0 72 0 0 0.2 7.2 2.9 4.7 1.1 8.7 NeighborliI Iknsin 8.55 5.52 0 0.54 1.80 1 1.64 Neighborhood Dmsii 17.36 7.4 0 4.04 2.76 2.18 Neighborhood Demsil) 9.6 6.8 0 1.8 0 2.8 4.6 Neighlunhood Dw,in 46 34 0 3.6 1 0.1 4.7 NeighborhoodlXmsin 5-.7 32 1.2 8.2 1.3 0 10.7 Neighborhood lknsac 6.7 5.7 0 3.2 1 0 4.2 Neighla,rnood DPmstl IL7 9.7 0 1.4 1.1 0.9 3.4 Noghhnrl tknsitc 5.4 4.1 0 4.7 1 1.3 1 1 0 6 Neighl... d lkmil� 16.9 13.6 0 4.1 2.1 1.2 7.4 Neighb,rhrard Dvn,sny 9.7 11.11 8.4 925 0 O 1.8 2.2 1.3 0.3 0 0.3 3.1 ldeighburhoodl 158 17-28 11.8 8.64 0 O 3.3 1.1 3.8 7.0 0.2 0.5 7.3 Neignb ..dTknsitc 344 27.3 0.7 4.4 3.8 2.6 11.5 Hrookhdl l louse Panel 3.2 3.2 0 0 0 0 0 Total 1 123.9 1 1 168.8 1 10.3 53.6 18.8 16.0 1 108.7 M Z O U Uj Uj I..I_ Q 0 C0 10 N Total Greempace Proposed 5.88 2.29 3.07 -F2 3.98 98 8.98 Q O Ill 1v ,� m Icy- z 1--1 LU 1 06 l0 U) U 0 W IJ-1 Y t5 Co 0 d a U 0 m J LU 0 J J 1--1 0 m JOB NO. 182150 SCALE 1 "=200' SHEET NO. 3 BLOCK i BLOCK 6 \° \ o J { I .lam'000 4 A ■ aw . i—C / ,,"EXISTING STREA \ BLOCK 4C 0 A (2100 / o ♦ / i _ �� ` \ ��\ ■� ° o��� -_.w \��___.��/ \PROPOSED o Z GREENWAY,TYP. , \ BLOCK BLOCK i8 \ \ + °o ` LIMITS OF FEMA APPROVED \ \ , / 3 \ iooYR FLOODPLAIN / \ `, >:�', \ , I 1 TMP 46-19BB \ \ o `' �� • / 1 N/ F CROCKETT CORPORATION / \ / DB 5346 PC 256 LIMITS OF SUNNY+ ° / \ / DAY DAM BREACH`\ �' ® I ` I BLOCK 16 \ / ® ■ EXISTING SANITARY SEWER AND `f ® \ / zo' SANITARY SEWER EASEMENT \ PROJECT BOUNDARY (TYP. �I i? ° / \ \ BLOCKs/♦\� ALBEMARLE COUNTY I r / ® ;y MANAGED STEEP SLOPES ' GENERAL NOTES: �+. / ♦ . 1 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID Ile/,— ® / / 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM j BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE _ BLOCK z le/ ® "�/� SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED \ o \ \ // • 0 / J / ' UPSTREAM OF THE PROPERTY. ' ♦ i= �ti?b�w� 0' f � ® 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. i I ® 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL r �/ / • o� / / ' INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF J ;I }/ ' UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, I o - �� / ' I rt AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE LOCK 3 / \ � ♦ ®® -/� // z CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION o / �� 1♦`� °° \\ ' I AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY 1 \ SEWER STORM SEWER AND WATER -SERVICE PIPING -� °� UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE 0 \��/f�\ �k \ALBEMARLE COUNTY CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED _ i \ r p� PRESERVED STEEP SLOPES I TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES \ ` I o } SERVING THE PROJECT SITE. ® e 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING 0 \ ` 'w ? WATER LINES ON THE SITE. \ 41 EXISTING LIMITS IEXISTING WETLANDS (TYP. / 1 OF TREELINE \j ao \PROPOSED /^ J \ r� ■ 0 / / GREENWAY TYP. TMP 46D-B r 0 / /�`^ i' MONTGOMERY RIDGE OWNERS ASSOCIATION - - I® / DB 3433 PC 132 �.,� ■ °o / / BLOCK 17 zo / / ROJECT BOUNDARY (TYP.)_ �// \\ ' ♦ � I � \� /b� °may° // \!�� / __ j �/ _ ° r � i \ 0 • �- ��' \\ •'° ®vh \ ' / to 0 • /b� r � BLOCK7 TMP 46-18A (REVISED) EXISTING SANITARY SEWER AND 0 rN ■ / / >\ \\ \ \ / ' SANITARY SEWER EASEMENT N F CHARGES R. & zo / \ \ ELIZABETH ANN OGLESBY HAUGH 1 0` DB 1333 PC 450 1 • o / 3 / / DB 4997 PC 724 ® / ® ' / / / \ \ \ DB 5107 PC 148 I `°---�_- DB 5121 PC 644 +O / y" of I / // • \ \\` � 26.661 AC. / o MONTCOMERY RIDL�E SUBDIVISION o - _ \ / °� • y° / \ ■ ° 30' LANDSCAPE/REFORESTED o • \ \ \�0 BUFFER AREA 41 C p EXISTING STORM SEWER AND ° ry Q° / 0 \ APPROVED' \ p ® / / - by the Albemarle Coun�m \ DRAINAGE EASEMENT \ .� v / - \ \ \ I v - .; `i .: 52'% 47.u8' ' ^'i/: O \ / Y / \ / 7' / i / _ r o o� o p Date --September Community Development Departm nt o / File # SUB2020-141 �s74'za'O97sa ®o:? I Application Type PreliminAry-P�t! ° Lead Reviewer: Megan Nedostuo / ° °�-+__' _ — _. — _ _ _ — — — —_ ���- _•A,�--�-_,_ _ L-37.9 7 R,=ia9 o'L=a87.699', R=n297. ..Q i I � _=___..+5�_IS LO GRO �TMP 46D-A 0 UNDS Rp ® MONTCOMERY RIDGE OWNERS ASSOCIATION 000000000000000 ®o®o(VARIABLE WIDTH)D -- `°0 DB 4102 PC 472 \ / GRAPHIC .SCAIy -- ----- _ --- / ' 0 f\ / EXISTING ENTRANCE TO BE MODIFIED. y GENERAL ENTRANCE LOCATION TO REMAIN. a-- ` \ _ / " ( IN FEET ) / - \ ® \, ` ` _ , / , , l— - 1 inch = 100 ft. / ICOTT R. COLLINS Lie. No. 035791, Ul z J J 0 U M cM 1i N M N O Cn Ld N N J J F_ O U Y U) W I — Of a 0 O N O P- 1 U) z W a i 1� 06 ko Y O m t`1 Y W JOB NO. 182150 /I SCALE 1 =100/ SHEET NO. 4 LOT 5o a /A V / i` 000* .:•� �� OPEN SPACE \\ --'� / PROPO1.SEDCG-iz(TYP.) \:11 ,1\1 \ LOT35 '`..,' / AT HLINE - E/E HEft 6 ' (((n��l PROPOSED GREENWAY (TYP.) / \\ \' \ ROPOSED SIGHT DISTANCE EASEME TZ / u I No / LOT ¢ 10 5 v A 'NO PARKING' SIGNS TO BE PLACED \� / PARKING ALLOWED ON Pp ` 1f\ / �/ / O x ,0.Q F� EVERY z5o' ON THIS SIDE OF THE STREET , / THIS SIDE OF THE STREET Os C) i � / 1 \ PROPOSED CG-6 CURB (TYP.)�(/ �� `Pp PROPOSED STREET SIGN — PROPERTY BOUNDARY (TYP.) F T r / q i LOTS-9-(�.cP� Q 00, / ROPERTY BOUNDARY (TYP.) / r 1 I \ - 0_ PROPOSED GARAGE (TYP. / (T \ LOT z/ A� \ by pox / 25R �� I \ / SO PROPOSED CG-9D ENTRANCE (TYP.. / i EXISTING PRESERVED ' _ / \ • / STEEP SLOPES (TYP.) PROPOSED STOP SIGN A / EXISTING ioo-YEAR FLOODPLAIN (TYP.)/�\ PROPOSED LOT LINE (TYP. / _ LOTi PROPOSED CG-iz (TYP.) / I \ PROPOSED CG-ii ENTRANCE (TYP. o° / PROPOSED 4 BIKE LANE (TYP.) / EXISTING PRESERVED / STEEP SLOPES (TYP.)0000 PROPOSED SWM FACILITY 1 I / ROPOSED CG-6 CURB (TYP.) / XISTING STREAM (TYP.) ROPOSED GREENWAY (TYP.) 1 / ROPOSED 5 CONCRETE SIDEWALK / •I — / • r Z� by the Albemarle County APPROVED ROPOSED y' BIKE LANE (TYP.) ,f// ` • 'lr Community Development Department • oo I �' / Date September 9 2020 File 41 I /I ; • / /, /� ` (�/=vvvY(((JJJ O SU Application Type Preliminary Plat Lead Reviewer: Megan Nedostup \ OPEN SPACE ROPOSED 6' PLANTING STRIP , / �• I r � o 36, ' ,�.• �.•.•.•IOo PROPEL BOUNDARY (TYP. \ �� , \ O / /� / j • - ' r ` \O /:_•_.. _GROUNDS/ 3P OLO i— > O -I / —yes 1 ROAD BUFFER J O \ �s PROPOSED STOP SIG 00 � O / /' • .. • r _ W . .®W ` . " - r — ! ROPOSED CG-iz (TYP.) �. .. • GRAPHIC SCALE _- -- � SIGHT DISTANCE' =Soo POLO GROUNDS �L — \ `� 0 ( IN FEET ) - _ - - - - - - low VARIABLE 1 inch = 30 ft. `. LE WIDROAD o TH PUB s�H R/yy o PUBLIC (SR 643) A ,^'CE O w � 1 f SCOTT R. COLLINS Z Lic. No. 035791 ZONAL z O � V/ U w Co Z O aLn Z � O aCC Z > Z w LU li Q N 0 N Q L9rn J M z O N M N 1--1 Q 0 W N Q W > a L QC Z < s z > W w J L9 0 W H Q 0 z C) g '` W U) l06 W Ul TI ZW Y �U O � J m W J< U ~ Y 0 o 0 U 0M w J u W w 0 CC w Ln JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5 1 / PARKING ALLOWED ON / TH OFL LOT 16 \ MATCHLINE - SEE SHEET ? =J / THIssIDEOFTHESTR\ET__ '��EXISTING PRESERVED O SCOTT R. COLLINSZ STEEP SLOPES (TYP.) 4, 1 �$� LOT 49 `' ; u Lic. No. 035791 LOT x7 I LOT 61 / I i LOT 18 / y \ v / J °� �� / \ I OPEN ' PROPOSED&PLANTINGSTRIP/ ! s/oxal BN SPACE ,,. OPEN \BLOCK 16 / SPACE PROPOSED NO PARKING SIGN FOR CUL-DE-SAC / \ ° - .� PROPOSED WALL / \ PROPOSE05CONCRETESIDEWALK h( J ry LOTLINE(TYPJ � PROPOSED x (MAX. HT. = 4') \ / "^ r / / LOT 48 h� / \ LOT 60 / /. / / PROPOSED WALL ' / LOT 1g p / (MAX. HT. = 6') \ BLOCK 17 / LOT15co O��1 A - ROPOSED G-12 (TYP.) a / ED C / ,A E I PROPOSED CG-11 ENTRANCE (TYP. n I /LOT 47' uv) m \ \ PROPOSED CG-6 CURB TYP.) "' (TYP. ✓ ( J I ROPOSED STOP SIGN / o LOT 14 LOT 20 SN LOT / 3� F z PROPOSED GARAGE / I / SjO\ 34 / ROPOSED 6' PLANTING STRIP /PF/p O p R 1 ROP 5 z / \Lu OSED CG-9D ENTRANCE (TYP.) qC F + / / "M PROPOSED GREENWAY (TYP.) / r ` S/OFSF I J \ STREET 36'F / PROPOSED !C ROPOSE 4 IKE LAN (TYP.) LOT 1 ROPOSED DRIVEWAY (TYP.) AGeApe< O p/y,R� % 3 D ' B E TYP. OSEDSTREETSIGN./CR/CRp xg ` 1x +1 \�P PROPOSED GARAGE (TYP. \ \ /CF/< LOT46 \\ x5R ` c PROPOSED 5 CONCRETE SIDEWALK ` / a LOT 23 `✓ ; �QP \ LOT32 ���Y�2 �' �ROPO ED CG-11 ENTRANCE (TYP. / G LOT 22 \ \ "o 1 Lk PROPOSED 5 CONCRETE SIDEWAUj CD LK, ) N I `? vO ROPOSED 6' PLANTING STRIP \ / ' / / \ / ��r "hh / , \ /('/` // xh° a `� ° V '\ LOT1z / \ �\/ / \\ .\ PROPOSED STOP SIGN vry � i" I \ / \ PROPOSED CG-12 (TYP.) ° LOT 31 // y o0 02�Q / h PROPOSED CG-6 CURB (TYP.) ; � LOT 11 XISTING too -YEAR FLOODPLAIN (TYP.) i % PROPOSED \ ` �� /h� / ., i / / Z ' �_ LOT LINE (TYP.) h�O \ \ / Cy')O - LOT 24 % \ \ LOT 30 / ° moo/ / \ \ LOT 44 / i EXISTING MANAGED / �; / \ ✓ %h .- ��/ \ \ \ h° STEEP SLOPES (TYP.) _ ( h�P� ROPOSED CG-12 P.) TY I--1 NO PARKING SIGNS TO BE PLACED / O�/ , / I o ROPOSED STOP IGN \ \ EVERY 250' ON THIS SIDE OF THE STREET / �2 ! / Q \ \ ` \ / / � / / � , aQ \ EXISTING STREAM (TYP.) - - _i j � ,i LOT26 .`-�Q/ ,'' `i\� `f ! / Q}C� _\ \�/ / �\ / �QO ' > \ ` N LOT io ROPOSED CG-= ENTRANCE (TYP.) / ti/ O PARKING ALLOWED ON t \ LOTz9 / / / ^�Q�PLOT43 \ /! ,�?; O co /THIS SIDE OF THE STREET ��P / / \' h i / 9' ��QJ�\(� W N 0v LOT 27 / \ /' (�O$� ROPOSED CG 6 CURB (TYP.) / ��OQ �" � ' W > />— o - \ 1 300'R ck Rp. �• / `" \ , / \ ZO�QQOv �\ (/ \ Q 0000 ' L1J Qi - / PROPOSED SIGHT SC_ %j J0�' EASEMENT / y Oh Q \ \ LOT 42 \ / J o Z /.DISTANCE > �1 U) II 1 O \ ?s / / W /Lj LOT z8 ` ` I LOT 9 I I \. II ROPOSED STR ET SIGN . / � . SFTe � / ' ``\ ' �0 / C�� PARKING ALLOWED ` '. qhQ O J THISSIDEOFTHESTREET \ �P / / w o L9 pll PROPOSED CG-6 CURB (TYP.) Q' // 11 ROPOSED STOP SIGN „ O sc ° LOT41 Q Z + PROPOSED NO PARKING SIGN Z Q ; PROPOSED CG-12(T'YP.) /�, ' \ /OFSF Q /h / L) 1 J I - 25' EIP-EIP \ o 11 / PROPOSED SIGHT hN / / Tegc / Q� / l<v�� � 9 r v I I LOT 8 \ I' DISTANCE EASEMENT x R °�rTy,� ,'' ALP /?�' � / W S' / r / \ J Q /AT o 19 FIC-FIC y\ � PROPOSED 6' LOT 40 PLANTING STRIP / ho /� i / Q� /p�h � �-� W06 - ° • I _ 1 I p\ 11 "ry / ti" xh° �r� j �r\ v ♦ ` I I _ _ 54 R� R may\ 1; PROPOSED STREET SIG PROPOSED CGa1 ENTRANCE (TYP.) ' `� \ / / i/ " /' +I U) �--( / PROPERTY BOUNDARY (TYP.) � ! __ o �\ 1 n \` \ PROPOSED./ / �' L OPEN SPACE // o i LOTLINE(TYP.) / CRAP IC ALE 0 PARKING ALLOWED ON o\ / Al? \ �f/�/ W Y TLU HIS SIDE OF THE STREET. \ 1 °° ,' \ , / o n5 so , \ NO PARKING' SIGNS TO BE PLACED try% ' \ o / LOT 7 EVERY 25o' ON THIS SIDE OF THE STREET LOT 39 / U) O U PROPERTY BOUNDARY (TYP_.)-, / / 1 ,' / ]N FEET ) � i' � 1 inch = 30- (t. / MM PROPOSED 5' CONCRETE SIDEWALK / `. \\ / ' �_% W W j \ \ 1 \\ PROPOSED STOP SIGN / LOT 38 /h° / / (� ~ PROPOSED DRIVEWAY(fYP.) O v ROPOSED GREENWAY (TYP-) \ \ 1 ?C yxo° %' / / / / / / ON �0 � LOT \ �� ��/ i, APPROVED , o y j by the Albemarle County LL 0 1 / LOT 37 \ / / .01 Community Development Department F Date September 9. 2020 u M F v ` PROPOSED BIKE LANE P. 0x / _ File# SUB2020-141 w LLJ E i , ROPOSED CG-9D ENTRANCE (TYP.) 4 " I _EXISTING PRESERVED i �5,R i ' j / Application Type Preliminary Plat / = g' STEEP SLOPES (TYP.) 1PROPOSED CG-ii ENTRANCE (TYP. \ / ` \ / Lead Reviewer: Megan Nedostuio a w JOB NO. LOT 6 / 182150 0 PROPOSED GARAGE (TYP. / ,- \ '1 ao° \ ROPOSED STREET SIGN \ 3 \ \ \ / / J / / / W \ ' LOTS 0 \ i \ \ \ o SCALE v • II I c o OPEN --/ `\\\' LOT AT LINE - EEC / / \ SHEET NO. SPACE \ \ / i PROPOSEDCG-1z(TYP. 35 \ i 5 V \ \` \PROPOSED SIGHT DIcTANCF/ PROPOSEDGREENWAY(TYP.) PROPERTY BOUNDARY (TYP. % EXISTING PRESERVED I ' '' - \ Z a _t 1 _ s/ STEEP SLOPES (TYP.) / \ \ rll x m rn PROPOSED LOT 3,04 �1 LOT LINE (TYP.) 0000, 0000Z a LOT203ROPOSED CG-az (TYPJROPOSEDGREENWAY(TYP.) PROPOSED STREET SIGPROPOSED WALL Taoz ft�ft' } -� ��- T .� co 0 0000 ' /cVP.I \1�So SCOTT R. COLLINS7 Lic. No. 035791 `SIONAL GNC� �� A + IIl 1L I i --- ---ON h OZ5+5p��,oI`�LOT 94 IOT 99 SE ' \ `B�BPCK +00S\�\o`LOT g8 \ 5 - _ . 5 + +n m LOT9S -i o Z w �OPEN e LOT g7 I PARKING ALLOWED ON %� pP o _1r LOT I1 THIS SIDE OF THE STREET \ o Q 2 EI SPACE 93 \ i- =,--'OP.\CRryROPOSEDZ > - w/ II G f t� o0o Q\30\-\GRI`� zy,,p - a' E LOT591' FIC FIC5ROPOE TYP. SET tROPOSED STOP SIGN``PROPOSED CONCRETE SIDEWALK i -I� PROPOSED 6'PLANTING STRIP - - � -\ _- - `N-RI`N / ( ) — 6'a W`o 2 PROPOSED CG-12 (TYP._ - - 13+00 400R PROPOSED STREET SIG'NO PARK NG' SIGN FOR CUL-DE-SAC lz 5 LOT z w 12+00 _ LOT 8z - ' 9 1 S ai+Sow as+oo w S z r LOT 58 I: o W o+50 n , , 1 / 1J n + • ' _ - I ROPOSED 6' PLANTING STRIP 1 ' S'SIDESETB P_i _ _ - _ " - - - STREET - \ PARKING ALLOWED ON 1 °n `o NO PARKING' SIGNS TO BE PLACED ' - , THIS SIDE OF STR _ y N LU N - - - - EVERY 25)' ON THIS SIDE OF THE STREET l` 1 0 �- o_ Z p "c O PROPOSED CG 6 CURB (TYP.) - ------ - ----- (Tyr.) °o LOT 83 N y u - ------ - \ \ LOT8a 1 0 1 I aSEI •. 1 ; m IZ LOT 1 LOT84 \ \ 1 I FIG LOT57 Uc ` 9 1 29 FIG LOT _ J I I I _ _ o 1 — - _ — + LOT 86 a - Q - 1 / LOT87 i 4 1 -_ ~t \ 1 - ACK(TYPJ _ I 5 0 \ 0 ; 1 1 f S.SjfjE FTB_ _ 'il 0 I __ \ � n I Il -- I ----------, 1 I I I l r -__ + 11 L N` - _ ROPOSED S'CONCRETE SIDEWALK CM t 1 1 I PROPOSED I 1 Z / LOT88 ROPOSEDDRIVEWAY(TYP.)--- - I -1 I 1 , - \ (rj PROPOSED WALL I (MAX. HT. = 6') J - ----- 1- - LOT 8o I i mLrL LOT LINE (TYP.) I \ O I I I - lo' REAR SETBACK (TYP•) I + I N _ - 'NO PARKING' SIGNS TO BE PLACED O w ➢LOT 56 \ Q 1 ` LOTgo LOT 8 I I - - - - - - EVERY z 0' ON THIS SIDE OF THE STREET o -- ---- --- - m�� - -Z w + M S )5 i U �i PROPOSED7 I 1 I - - — m U -- -- II u_ 1 ono qRs I I I I 4 0-- - RF LOT LINE (TYP-) i BLOCK 16 I I I - - Q o- m _ _ _ -I I U- ~ �' -- -- I - w� ROPOSEDCG-9DENTRANCE(TYP.)—� 1ti C) 04 1 --- \------- L.I I I O O v, - - w ROPOSED 4' BIKE LANE �i g _\ I A/ I o PROPOSED GARAGE (TYP. I LOT 79 0 anl00 d 1 (V --- EXISTING MANAGED ` ------ -- i \ I If— j r---_____ -I I _— .� I' d U aD N 1LA (TYP.) / J I Q r----------t I D Z LOT 55 1 I' - Q x. STEEP SLOPES TYP. I U I I I I n. I o > ' O II ---- - f AIM l Z o ! r LOT I _ m I Q +- _ XISTING loo-YR FLOODPLAIN (TYP.) LOT 74 w I I I I --- - - - !'v o I O tOn L II v, _ — - —. _ _ Iz • N PROPOSED _ I LOT LOT 6 o J - w 75 7 II o LOT LINE (TYP.) i LOT 7z \ I T Io LOT - - - - I'Ln v. In 77 -t - - -•-_ .__.-h - -! Ih \ Z / /) PARKING ALLOWED ON --- 1 II= 5' SIDE SETBACK (TYP.)_ \ W C XISTING STREAM (TYP.) .' THIS SIDE OF THE STREET I I I 0 8'MIN-FR NT I-- --- -i -- -- i LOT78 I i III w LOT54 I 0 L9 SETBACK YP - _ I I a + - . LLI a s (TYP.) LOT71 \ . - j _-- I (N II o `� O a f 1 s r FL \ " - - _ PROPOSED CG-12 P. _z ¢ Q ROPOSED GREENWAY TYP. /, � I / /PROPO ED STREET SIG + - - m - v O . .�w i / _ _ - n w ROPOSED CG-6 CURB (TYP.) _ (. / ao s ROAD E W ; / +oo a +po w - / l I }1 3ooR PROPOSED PUBLIC ROAD az+50 a +0 15 = - - - I r PROPOSEDWALL. d " . _ 54� PUBLIC R/W w a 3 0 T MAX. HT� 6') - - N N �3+So ROPOSED C -aa ENTRANCE PJ _-- i i Y ( - —�L �•. + 00 + o I LOT 53 1 ++ _ 016 ° ry •' "" I � '. ROPOSED DRIVEWAY (TYP.) o I II ROPOSED CG-9D ENTRANCE P. T hs� o - ( I ,--i \ _ _ _ cn 1 \ W I 1 LOT7o \ +�\ PROPOSED CG-6 CURB (TYP.) I - I _ - - - -- __ - ry --__ I PROPERTY BOUNDARY (TYP.) e I r O) TI PROPOSED STOP SIG \ w V/ 11 v - -- — _ _ — �� ___- ��° W Y \ Y - / z ; II Lf o a I 1- - W v 3 A PPROVED z IM / PROPOSED WALL // I I i I 5 MAX. RON 11 -- > m U by the emar e County \ (MAX. HT. - 6') / / SETBACK TYp,) LOT 6 Q a J Community Development Department O i. - 4 Ir ! r ( LOT 52 I ROPERTY BOUNDARY (TYP.) / I LOT LOT _ LOT 6 _ - I I 1- w O / 6 -' I I 4 p ca Date September 9. 2020 J i - 0 I (na r File # SUB2020-141 M / / I - 1 O e Application Type Preliminary Plat (,J•J W /// ROPOSED 5' CONCRETE SIDEWALK I 'NO PARKING' SIGNS TO BE PLACED - 1 a PROPOSED 5' PRIMITIVE TRAILWAY- ROPOSEDI6 PLANTING STRIP I -- W O Lead Reviewer: Megan Nedostug J - , 5 � J STREET � � `' r� 7 I ' � J ---------t - o of , _ __ , — _ _ J 2 'NO PARKING' SIGN FOR CUL-DE-SAC li I `- EVERY z I N THIS SIDE OF THE I � � `� -_-- 1 ' / OPEN \ tr LOT69 I LOT68 _; I / ! I _ - _ _ C: SPACE \ \\ / \ I 7 / i LOT 1 PROPOSED>� LANE +0 � \ \ - - i `7 5 � �- - � �� LOT63 r II - �� l 1 / 5'S/p 1 lcu° q EXISTING PRESERVED SFTg / n i J I u MM F qC w W w STEEP SLOPES (TYP.) BLOCK 1 \ \ \TVP fV _ -_ - I I O w \ 2 _ _ _I J _ \ \ i_ r , �'!` /Q a to . la / _ � N GRAPHIC SCALE JOB NO. \ OPEN ! i / \ / �, — a ,s 60 182150 SPACE LOT So - l / ry n _ LOT 62 / / *�°n l �. l SCALE S — MATCHLINE SEE SHEET 6 / , ,r m y .'// FEET) 1°=3or z! / \ - / / / \ \\ / 1 inchnch( IN = 30 ft. SHEET NO. a PARKING ALLOWED ON / �J 'THIS SIDE OF THE STREET / TIE-IN TO EXISTING \ \ LOTS \ ` / \ Xx io+oo 0 SANITARY SEWER OPEN\ r \ \\ PROPOSED SPACE \\ \ `,� �\ 8x8"TEE \ LOT 35 ArtCHLINE - SEE SHEET 9 / Vi2)-8"G.V.' (((\o� PROPOSED GREENWAY (TYP.) OPROPOSED 8" PVC SANITARY SEWER \ \ \ / / / / \ y' �OppSF0,9 ` �,\ PROPOSED 8" DI WATERLINE ® ROPOSED iz" DI WATERLINE PROPERTY BOUNDARY (TYP. A \\r �� / � -O � \ \ \ / / LOT 3 \ � C/C'pp ��xoo \•� / � y�O \ / � / PROPOSED zo ACSA SANITARY SEWER EASEMENT \ \ \ ; \ / LOT 2 I �oxo/ EXISTING ioo-YEAR FLOODPLAIN (TYP. \\ > I / Q \ / LOT3. / p p ROP( Q I/ (i) - iz \ (z) B° AZ ' a Q� EXISTING PRESERVED / I STEEP SLOPES (TYP.) / PROPOSED SWM FACILITY / y • O PROPOSED FIRE HYDRANT 1 O - ASSEMBLY W112"x6"TEE .1000 O I 0 4 XISTING STREAM (TYP.) 1 PROPOSED GREENWAY (TYP.) yb°o Y 3 Y • Y Al ROPOSED iz" DI WATERLINE ° V01 _I I OPEN �..© O SPACE I ' 1 PROP CULVE- �i PROPERTY BOUNDARY (TYP. RELOCATION OF EXISTING- 3o POLO GROUNDS -- 1 _ I - I; i ROAD UFFER FIRE HYDRANT ASSMEBLY o �Y \ y / w/12"x6"TEE \ Q Y �'r � 0 Q k ! Y ...... .. J i + PROPOSED iz" 45°BEND . ,REMOVED EXISTING iz" goo &TIE -INTO EXISTING� iz" DI WATERLINE WITH PROPOSED TIE N BEND e I POLO GROUNDS ROAD - _ \ OQ �• VARIABLE WIDPUBLIC KTH ° /W o (SR 643) �= a 9 � oz I I r. f r = .� ROPERTY BOUNDARY (TYP.) EXISTING PRESERVED / STEEP SLOPES (TYP.) / / JA, 'I APPROVED by the Albemarle County Community Development Department Date September 9. 2020 File # SUB2020-141 Application Type Preliminary Plat Lead Reviewer: Megan Nedostul iv �l SCOTT R. COLLINSZ. Lie. No. 035791 a M H N Q r, 0 N n % I I— L9a M z Z N o 4 cr) / N Q W 04 GRAPHIC SCALE ° =s ° s° ( IN FEET ) I inch = 30 ft. >>- Lv Z CY— Q \ _ W I� p J J V _j W a � z elf Q � C) W Y ,� W `6 Ul U) T� \ LU U') z10� Y � U W Of J< HI / O O U O 0 w J H � �0 w 2 � a � \ JOB NO. 182150 SCALE 1"=30' SHEET NO. 8 EXISTING PRESERVED VED I I I '� I i� MATCHLINE -SEE SHEET 10V'- / STEEP SLOPES (TYP.) 41 ° V LOT17 LOT61 LOT49 \ / \A."/ ' SPACE / s ROPOSED 8" DI WATERLINE OPEN \ _ - r , OPEN LOT 16 /� \ SPACE LOT 60 LOT 48 / LOT1g ROPOSED 6" o° BEND� 5� / v PROPOSED zo' ACSA OPOS/ 3 \ / 9 p Q ' \ ED FIRE HYDRANT 3 SANITARY SEWER EASEMENT, x \ PR / / LOT 1 \ \ �� ASSEMBLY w/ 8"x6"TEE ROPOSED 8" PVC SANITARY SEWER o° / • \ O° c, - LOT 47 3 w / I / / / 0q / LOT 14 � \ � LOT zo � / � LOT 34 Ar '+ PROPOSED GREENWAY (TYP. 1 \ / / ���/// 0xso \ / IPROPOSED 6" DI WATERLINE \\\/' PROPOSED TYPE A \ / \ LOT 33 �:\ s 10 3/ ASSEMBLYj�x LOT13 / I a oo a 4 / LOT 46 s ii� LOTz3 r LOT3z LOT zz \ \ I ' / b x4 f / \ \ " 3 3 ROPOSED 12" DI WATERLINE / LOT 1z � / 3 r /h � / PROPOSEDzo'ACSA / / / LOT45 7 ROPOSED "G V 'I 41"1 W ■ 41111141`.sivA Lie. No. 035791,E 1 " 12 SANITARY SEWER EASEMENT LOT / \ 3 / x0`/10 // \ / PROPOSED FIRE HYDRANJ ROPOSED 8" PVC SANITARY SEWER `" �\ ~ -� ASSEMBLY w/1z"x6"TEE � LOTH fl / s p 40 r /,' ` V / / / /% T ®// 7 XISTING too -YEAR FLOODPLAIN (TYP.) Cy') L LOT 24 r LOT / O 1 \ \ LOT3o `\ ® x /%� \. 44 EXISTING MANAGED 04 (1--1 STEEP SLOPES P.) LOT 2 1 /1 EXISTING STREAM (TYP. ! + LOT 26 / f' 3 \\\ / N LOT 10 it ! 1 _ / / / / , LOT 43 — PROPOSEDI d r / / \ LOT 2g \� o a/ / / W CV co co 8"x4"TEE . 104 / J 8"x6"REDUCER' "mow i a "/ / '\\ \ // / ov, 3 / Q _ (1)-8"G.V. IJ w , , / - J --- _ \ W _ — (1) 4" G.V. t__ 31o+00 W w LOT z7 / \ \ �p0 / / ` J� �Q/ — / i 9 lO+sp / // \ / ® ��4wC� 0000 / w Icy- 4 o I QQ� ( Jf / FaJ� —1 Q + 0 J rFn ,o,LOT / o �i ' Z � A ROPOSED " DI WATERLINE / �: w h h 4 h o J R C x /. / x r. / � II o R o I--i C1 � / O �:/3 l;) \ i II I OSFpp e� 1jx\w /'' / LOTzB �, `/O / \ i ® ry O� / � Z LOT 9 (i \ 2� / /\ / '� Ll l CR So a !� O • \ PROPOSED FIRE HYDRANT T y O9D ® O " / �' `.`i �e / / O Q ASSEMBLY wl8"x6"TEE01 Jw/ d N ------- 1 ° t2 /\ro ® oo LOT41 + x O 2 I 1' / r c � 00 PROPOSED 20' ACSA SANITARY SEWER EASEMENT I 6ROPO ED 8" DI WATERLINE v / �� 40010 ( I I LOTS ; / Uj 06 poa '4 A LOT 40 PROPOSED 8"x "TEEUl \ \ l( r in (1) - 8 G.V. ROPERTYBOUNDARY(TYP.) \,,, OPEN SPACE (2) - 4" G.V. _ lTO� a ,PROPOSED FIRE HYDRANT - ,' � \PHIC SCA �'� W I _ P o �/ / ASSEMBLY w/8"x6" TEE \ / / a hs 60 LU POSED 8" DI WATERLINE i PROPERTY N AR T \ \ o r U T BOU D Y ( YP.) s / �/ _ I-' 1 LOT 7 \ ® ` % / LOT 3g x / �X1 \ s / �- Jl'Yh�=' 30/[�i / / PROPOSED 8" PVC SANITARY SEWER \ °%ti5°/// Of XISTING ANITARY SEWER a \ / / / J J LOT PROPOSED 8" PVC SANITARY SEWER \\" Y \ C Y PROPOSED GREENWAY (TYP.) / / O(\f I 1 \ LOT 6 - s \ 'N ` // PROPOSED zo' ACSA 1 EXISTING PRESERVED ,\ SANITARY SEWER EASEMENT / PROPOSED FIRE HYDRANT / O STEEP SLOPES (TYP.) LOT ° s ^. a 37 \ /, ASSEMBLY w/ 1z"x6" TEE / LL I \ \ ® p r/ j i \ / p° I APPROVED M (bx / by the Albemarle CountyCom■ 0 1 0 " I / / Dam eSeptember9 2020partment a v= File# SUB2020-141 / JOB NO. a/ v ` \ i / / \ 6 \ \ / , ` / / Application Type Preliminary Plat ' Lead Reviewer: Megan Nedostup 182150 ` o LOT 3 TIE -INTO EXISTING \ LOT 5 \ / i , \ o- /' SCALE / 0+00 SANITARYSEWER \ \ \ - / , \\\ \ /Ole 1 =.30 OPEN \ r \ \ PROPOSED ! ,' v " vv SHEET NO. SPACE �r ` .v v / / O 8„ � �E �, LOT 35 Af H LI N� - E rT 8 9 PROPOSED GREENWAY (TYP. / O / PROPERTY BOUNDARY (TYP..000 J !� EXISTING PRESERVED \ jQ STEEP SLOPES (TYP.) / \ / /.. .0-0 LOT LOT 204 0000 OROPOSED GREENWAY(TYP.) / / 1 ; � / '\ LOT 103It V v v / \ \ LOT 102 / / / / - - / \\� \ _ ' ' i i / 16+50 �• �I 1 LOT 102 i I / _ - 6+00 ----- I-----t I I I --- -i LOT \ / / s � '`.l � \ / �i''♦` \\ \\\ 1 11 1 I I _ --. _- __ -II ( I 1 - -q \ �'' `. i'/ /5/ 15+5° Ww✓ LOT 94 I I 1 I I LOT gg LOT 98 - LOT LOT 97 '1 I OPEN ` �� \ LOT93 \ I r ill ROPOSED8"PVC SANITARY SEWER' SPACE s PROPOSED zo' ACSA PROPOSED TYPE A BLOW -OFF ASSEMBLY NT A R Y T SANIARSEWER EASEMENT I ''• s w/ N ; -, LOT 59 \ \ I +0 L I.\ - 41 - ° PROPOSED 8"x8" TEE \i l "" _.8x6REDUCER o —s 13+5 w 1 1 + 4 / 1 - • / I v- / " �.' 12F5p - ��wE' \/ - LOT8z °o+ 1 \ 1 11 - ., ,. y LOT 9z / !11 j a ,♦ 1-1+5° --' .. = .. - - - w=w�w�w / / ``\ 1 \ ; \ 'Il 1. " Woos f ROPOSED 6' DI WATERLINE \ 1 LOT 58 11 , � s Zo+So 1 ' 1 _ I -- - w-w�w�wf - .0+00 - PROPO ED FIRE HYDRANT _ - r ; \' \ ■ ASSEMBLY w/ 6"x6" TEE n _ •lf i � 1 \ PROPOSED 6" 45°BEND - I _ i \ LOT 83- 1 L0T81 LOT 84 " 1 1 LOT 57 \ LOT 91 1 1 1 1 1 \ 1 PROPOSEDTYPEA -----= LOT 8 kl _ S BLOW -OFF ASSEMBLY <�1 LOT87 I _ 11 1\ 1 \ I 1-_� �-1 - I _ 0 N LOT88 ---------J 1 I I I \ 1 1 I 11 I I '-1 l 'I 1 - _ — - I d \ � \ I - I 1 LOT Bo 'PROPOSED 20' ACSA - - - _ I ' I 11 LOT 56 \' LOTgo LOT 89 I I SANITARY SEWER EASEME T I 1 _ -- ------ 1_PROPOSED 8!DI I, WATERLINE f - XISTING Zoo-YR FLOODPLAIN (TYP.) I ! i 1" - - I I I I l II + - 1 _ - - - - I � LLL L -- `--- \ ROPOSED8"PVC SANITARY SEWER -------- , I I 1 I I \ \J\1 \ I I r----------t ----- -, I I I LOT79 III PROPOSEDFIREHYDRANT- CO _ I " \ \\ \\ ------ II ; ASSEMBLYw/8"x6"TEE r-- , LOT 5S Q O1 _ �s' — — � \\\\\ \\\\ LOT73 1Ln LOT74 I I I I -- QLOT75 LOT76 I LOT 2 o �LOT + _ _ PROPOSED FIRE HYDRANT - r _ASSEMBLY w/ 6"x6"TEE--- I v - - 1 h \ TIE-IN TO EXISTING - SANITARY SEWER / i' \ -2 PROPOSED 6" DI WATERLINE LOT 8 i I 1 p LOT S4 l s ----- 7 III "' ` \ ROPOSED GREENWAY (TYP.) LOT i \ / - - - - - - - I I a ROPOSED 8" PVC SANITARY SEWER `• 7 / .� -- - - ll o 0 + _ o - l I P OPOSED 6' 45° BEN New M w / XISTINGSTREAM(TYP.) \\ I .w - - I— . - - - - -- i- wow 11+50 12+00 I �w�w Zs+o0 ROAD E tz+5o �w�� b� I I, 1_ PROPOSED PUBLIC ROAD IN I I I- - - - - _ 1O+SO - 13+00 I LOT 53 EXISTING MANAGED I /5 ROPOSED 8"x6" TEE STEEP SLOPES (TYP.) I / / -1 - 6 5— 0 8"G.V. (1)-6"G.V. 0II I LOT 7o \-EXISTING SANITARY SEWER PROPOSEDzo'ACSA- �L --� / l - 'SANITARY SEWER EASEMENT J i LOT 64 �' J fl I J LOT 6 I LOT i I !1 / I f LOT 5z - I ROPERTY BOUNDARY (TYP.) / l -' I LOT 6 ROPOSED 8" PVC SANITARY S WER' " --- PROPOSED TYPE A BLOW -OFF ASSEMBLY \ I - --- --- - 1 1 i - I I .I `1 PROPOSED2o'ACSA r 11 _ - - - - / _ SANITARY SEWER EASEMENT .� / OPEN LOT69 I LOT68 _1 - - _ _ 1 r l r Il / �' - SPACE loe 3 ! LOT ` f /51 _ 1 .0000 by the Albemarle County ^ I LOT 6 0000, Community Development Department q I I Date September 9 2020 APPROVED.001 File# SUB2020-141 / / / Application Type Prelim Plat XISTING PRESERVED ^ / / PP YP rY PROPOSED 8" DI WATERLINE �TEEPSLOPES(TYP.) / / _ 1 Lead Reviewer: Megan Nedostup OPEN LOT 50 n SPACE / ( 0 a r LOT 62 / MATCHLINE - SEE SHEET 000, __EXISTING PRESERVEDRVED PROPOSED 12"x8" TEE (1) - 8" G.V. 12" G.V. PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE 0 N v Z_ \\ 0 _Q; a \00 Ul w \ 0. O 1 W0 \ a 11 ; 0 � I 0 ; ^ ry OPOSED 12" DI WATERLINE ROPERTY BOUNDARY (TYP.) 1 PROPOSED FIRE HYDRANT ( ASSEMBLY w/ 12"x6" TEE GRAPHIC SCALE 30 0 a5 30 60 ( IN FEET ) 1 inch = 30 ft. G- SCOTT R. COLLINS'Z. Lie. No. 035791 � r H � Q 0 CA J M 00 Z N O M � r N Q C 00 W N W > >�-/ Ill LL zJ > Z U) 1� LU ~ J J 0 O Ujolf 11 zQ 2 C) WY •� W �06� Ulcn ,--I zw LU Y 0!f F_ U Jw m J< Of Y O O O U w CO W 1 JOB NO. 182150 SCALE 111=30' SHEET NO. 10 0X 3 l LOT 4 ? 11 1'- \ / 4000 / / I OPEN f' SPACE \ \ \ 3z LOT35 40 MATC LINE - S 12 / / PROPOSED GREENWAY (TYP. YD-16 4 \40 / /lJ (• �j \ 9 \ ax \ / +^ • °0 32A PROPOSED YARD DRAIN SYSTEM w/ / , // 15 LOT / lo'PRIVATEDRAINAGE EASEMENT �j- A YD-lA � \ Sq �Op ,Q 31 \ �'\, PROPOSED zo' PUBLIC OO ,' YD-1 DRAINAGE EASE PROPERTY BOUNDARY (TYP. MENT 40 / NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE \ i / Abe q \ // \ %�o STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION ® OO LOT 3 (iC�pq \ /' SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. .�,^ \ / �3 ROPERTY BOUNDARY TYP. \ LOT 100 S° �\ ti� �3g4 / / \ / ' \ ^ B EXISTING PRESERVED � STEEP SLOPES (TYP.) ) 10 PROPOSED zo' PUBLIC / EXISTING loo-YEAR FLOODPLAIN (TYP. ds \ RAINAGE EASEMENT' 9 -10 0 / LOT tih B k, I / / PROPOSED VDOT STD. EW-i EXISTING PRESERVED \ STEEP SLOPES (TYP. w/ RIPRAP OUTFALL PROPOSED DRAINAGE SYSTE � I 1-00 / \ I PROPOSED SWM FACILITY 6A ION 00 00 �� / 36 XISTING STREAM (TYP.) PROPOSED GREENWAY (TYP.) y'b" \ xh / PROPOSED RIPRAP CHANNEL OUTFALL / 100 ED b the Albemarle Count Y Y 4q / / / Community Development Department Q / O Date September 9 2020 File # SUB2020-141 I OPEN �° /- / �` y©" Application Type Preliminary Plat O SPACE Lead Reviewer: �M gan Nedostup 46 / ©, 3 / PROPERTY BOUNDARY (TYP.o° I 3o / POLO GROUNDS I � ROAD UFFER� zA / 0 / 28 . .. . . , , . . dk_ GRAPHIC SCALE -- �-- - o i5 30 60 EX-STR TIE-IN TO EXISTING I %� — — — — — . — POLO STORM STRUCTURE \ — df IN FEET L) --�------------ /'DOT„T�� _ _ �\ t inch = 30 ft. - ' VARIABLE XIDTH pUBL ROAD 1 \ 0 IC 0 (SR 643) RAW o a v q _ J ----� F A I� SCOTT R. COLLINSZ Lie. No. 035791 a n M H N Q n 0 \ \ Q TT V/ L9 Irm- J 12 `Y' z z N O M U) / / ' N CD Q CO WC7) N WLl z Z _j J Q Q >> z LLI F— ~ H L V Q LD 0 w z < Q z \ U 1 d5 � � z W LU om o l 0� \ 1 F- LU LU �z IY ~ U O J F- —' m LU J J 1--1 Y 0 O O U 0 J w Lu a w U JOB NO. 182150 SCALE 1 "=30' SHEET NO. 11 4SE -3/�TT6oA�EXISTINGPRESERVEDM/� 1 CHLIN SH I 1V-4/ `\ y STEEP SLOPES (TYP.) IN / . -/ /" N LOT 49 \ LOT 27 i ' / LOT 62 0 / 4ae vti Mti LOT 28 / V / v \ 59 1 OPEN as w I SPACE 1 / � / / � 43 `� LOT 26 �" r 1 /.. I, F � ' � OPEN \ _ /, PROPOSED YARD DRAIN SYSTEM w/ SPACE /, \ 2o' PRIVATE DRAINAGE EASEMENT \ / / 'i ) 28A /! . \ xh 4oaTN 394 w /�.. \ ,'/ / ��. LOT 6o LOT 48 YD-36 42 o LOTig PROPOSED WALL as i y� v f (MAX. HT. = 6') / / \ \ \\ ;; 5 PROPOSE YARD DRAIN SYSTEM w/ LOT 25 \ 42 / \\ \ \ L \ ` i% Pio' PRIVATE DRAINAGE EASEMENT 8 / / PROPOSED WALL \ �- \ _ �\ \ % 58A It (MAX. HT. = 4) \ o° / / v I,_ ____ I // // /,' \`,/��\\\ \\\\ y/� 2] ry .0 t / / �� / // / PROPOSED DRAINAGE SYSTE \ / 58B t\o�x'- LOT47 / YD•3A / 4w TW \ / �` T�' / 3948w LOT24 424 / 00 / / ! LOT 20 / / v LOT 34 \ / / 24 , PROPOSED 20 PUBLIC o ybxy� DRAINAGE EASEMENT ryh PROPOSED GREENWAY (TYP. 1 \ xc�° / / // 40xs v \ v % , PROPOSED DRAINAGE is ,'10 I � LO 33 _ - ` LOT 2 � .' 42 / \ 42 OSF0.9 tt T ,. _ 44 x Yb \ B i / � ? � I _ - \ ., \ ti LOT z2 ��, YD-zB / / � i y1 42 h LOT 46 /42 z66 I w t LOT 23 LOT 3z z LOT 22 \ / \ o \ PROPOSED io' PUBLIC zz ILOT 2z /, / `O yy \ / \ , DRAINAGE EASEMENT I , LOT45 �i SCOTT R. COLLINS .. Lie. No. 035791 z O Z LU Ica =) O 0 < Z O > z w LU W LOT 32 56A / 0 ^� O 4 \ / LOT43- TING Zoo -YEAR FLOOD_3 LOT PLAIN (TYP.) ,' 428 ,� ' / ~ 4 i ,%// -��-, / i CN 0� LOT 24 / ; D\ / / / o / / �4 , LOT 44 PROPOSED DRAINAGE SYSTE MISTINGMISTING% / N O EXISTING MANAGED PI / ho STEEP SLOPES (TYP.) _r LOT 25 / \` / 55 PI If � o � • !/ / YD-z / / / ,' A \ / / ,' v i9 � EXISTING STREAM (TYP, i i � ,� � FI LOT 26 / \ \ \ / \ / C:) LOT 20 - - i / / \ / LOT 43 / 25 Co \ \ LOT 29 \ / \� / o 'r CV ` s 4 / / \ ° \ I 1 \ yw i / o / 20+00 �,, \ \ \ ; . / ,,� \ / ry~ NOTE: SLOPES GREATER THAN 3:a. SHALL BE PLANTED WITH NATIVE - STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION I20 I ,-. LOT z] / \�\ � '� F,r �oP i �%; \ _,, ,, / 2J�o SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. > t N R Cy - IN Jam\ / W z \ \ \ j / QO Jm / / / / Q : 0" / z -j J Q �O�O / / LOT 42// ��e / / I i Z d °RO R t 0 xh Oh v / / xh° J Oh v � 1--I r D LOT�� I 1 40 OSFp p e �xSo i LOT 28 54� pQ / i 28 i / / �° Q�� i'I L Q 9 1 \` PROPOSED 20' PUBLIC % 53 / / `' / i / / Q J z q \ • . I O \ I ly �. A p DRAINAGE EASEMENT >. % ' S4 ;' ` ,. B y � J w s--� 1 /; /. � % \ / 28A w - o Q _ i I t � 22 f 4 00 / ,' j%/ , :/ —>�, / / 1, _ l I 1 i // xo° LOT 4i ��Q dd 1..II- w 0_lyz U 06 0 / 406 4oA I 1 t �:� y. ^� ��� // / � � 1 8 ax 2 ;\ / Z IPILOT 8 -1 \ s Y �, t I k 1, Q I O PROPOSED 2o' PUBLIC PROPOSED 20' PUBLIC \ ytiy LOT 40 15) DRAINAGE EASEMENT DRAINAGE EASEMENT 47 / /' INvP yoi % i Ur o \ \ \ /OOF / ROPERTY BOUNDARY TYP.Ul ) a — 1 OPEN SPACE / ;\ / GRAP IC S ALE W (f) w' \ \ \ 11 46 / . U w A v , �, LU N1 _ 1 � 3• • u o w \\-P 1 39 \ \ 1 PROPOSED DRAINAGE SYSTE yti o v ROPERTY BOUNDARY (TYP.) �J 1 LOT 7 \ \ 1 6A LOT 39 YD-iD yoj \ IN FEET ' i in 1 '�ch = 30�ft. M�M LIJ LOT IN,38 \ / / h° i \ 0 IN ' PROPOSED GREENWAY (TYP.) \ y*° / / PROPOSED YARD DRAIN SYSTEM w N _ \ LOT 6 = \ \ \�\ - / / \ \\ i / / % / 2o' PRIVATE/ DRAINAGE EASEMENT I \ \ Sao 37 / ! \ // %,/ /-: / / ' / ' \ 1 , / 39 LOT 37 \ / o / ' rj M 38 ov N. _ W H _��EXISTING PRESERVED i \10 % I YD-2C I / APPROVED _ STEEP SLOPES (TYP.) - i \° 1 36 / / a in /. .-,' � by the Albemarle County 35 1 \ i ' ow / Community Development Department / 7oa NO. 26A Date September9 2020 / 182150 — — --v—/ NI .0A LOT 6 i File k SUB2020-141 — �, \ LOT 5 � oo"\ � 34 \ �� ,;� \ 3 ` \ � / � � � o / / / 0010 Application YP SCALE lication Type Preliminary Plat \ 33 / / xho 26B// Lead Reviewer: Megan Nedostup 1 "=30' OPEN .t3 ` II \ / y / / / SHEET NO. \ A�' INE- S 11 i 12 SPACE \ , 3z LOT 40 / �' / / \ / / \ w PROPOSED GREENWA• P*1 7 j PROPERTY BOUNDARY (TYP. / m 0000 J EXISTING PRESERVED i / z/ v STEEP SLOPES (TYP.) / 1 \ � m O zm LOT toy 111 fROPOSED GREENWAY (TYP.) / 1 PROPOSED RIPRAP � � �y LOTlo3 CHANNEL OUTFACE / / _ - \ r-42On / ,T , 1 PROPOSED WALL 1 ' / LOT lot (MAX. HT. =6') �_� - ` -' 0 � - 0 _ LOT 101 PROPOSED VAR. WIDTH 668W _------- ' 42 n PUBLIC DRAINAGE EASEMENT � 3fi2 \l4 it '' _ I 39� r _ `�_ o �, LOT loo 16+pO / / 98 - (\ i - 1 96A �. � � 97 ' 99 '� k o 1ooA ' 3 I LOT gy , LOT 195 i — LOT g 9 LOT6 g6 - — i - LOT97 II \ �� i OPEN LOT 93 � SPACE \=Y I PROPOSED VDOTSTD. ES-1 77 \ ----- ---} -II r e / LOT59 y 11`, I \ `y` g PROPOSED 20' PUBLIC 93 94 �, DRAINAGE EASEMEN T-- s _ y3+5° _ PROPOSED 20' PUBLIC i o O 87 /DRAINAGE EASEMENT y 1 .l1\�• �� I �,, 79 �� �C.R i ' ° -', , -s- 1 1 \ 1 �101 ' •: 62 1 DF oP 1 12+So v RHO ug Y go �� o v I 1 ' 12+0o I - ` P OPOS -� J LOT 82 N ` PROPOSED YARD DRAIN SYSTEM w/, 1 ' LOT g2 ao 81 83 11+5p 86A PROPOSED 20' PUBLIC �, lo' PRIVATE DRAINAGE LOT SBASEMENT - j y_. 1 l 11+00 _ I u' , ` _ M DRAINAGE EASEMENT rf ' ^ 10+50 \ s85 - - , \ _ 1 1 1 m 43 1I / �-00 I ,.I 1- J.1 �O 1p+00'_ — PROPOSED DRAINAGEcp N _ _SYSTE - - - - O o ROPOSEDDRAINAGESYSTEM LOT8 — 64 --- 1 3 at 1 �I \ ` , -- I LOT LOT g1 I �', LOT 8y LOT 57 \ l I 1 102A 1 --- _ LOT 85 = 92B ' y o I 86 �` 1 l 1oz m �� I- LOT PROPOSED WALL '� - I LOT87 1 a �- g2 ,I' I YD-6A j` N (MAX. HT.=6) J ------ I II ` I� I,I i 1 I I ` r 1 __ 1 I YD-513 ` YD-SA o - � LOT Bo IIIIlIl I 111\ 4y i I I i •1 I II I � 1 I I — — I LOT 56 ®� LOT LOT8 I ----=--- ------ - -- _ - - ---- - --, -(j't I II I O I YD-5 - O \ I PROPOSED YARD DRAIN SYSTEM W/ ff ---I 9� --,I VATE DRAINAGE EASEMENT - I N .I --- - - - II I LL �I I o lo' PRI ti - O I — — ----------, 'i 79 LOT $ 1 I ---------- I i---------- � I I W 0Zz vEXISTING MANAGED ° STEEP SLOPES ------ �LOT SS LLJ �m. > LOT --- -- -- ,-I I _� 0 EXISTING loo-;RFLOODPLAIN(FYP.)- i 73 - L0T7y 1 75 1 1 --_--- 1 Z \N LI LOT I LOT 76 n - - 0 1 - Q vt O 1 7 ----- I i — — — - o - -- -- l 11 w a - LOT LOT z I a -, -- - - XISTING STREAM TYP. y-------' I -. i T - I s nv - - LOT 8 0 LOT 54 - - (TYP.) i M _ 394 i� �h Y 'I 39� Bw \ SE R 7 _ ROiO D D AINAGE SYSTEM 1 \ 394 TW / - 0 \ _ - - - \ 3Be Bw LOT 71 7p - - -- -- - -- - J 0 Of-PYD 6B ROPOSEDGREENWAY(TYP.) % 9 - - --__0 7 11+00 ' 11 50 - V. 12+00 68 .. ° 39 rw 39 W ROPOSED WALL w 1 12+ 0 66A f I M \ 3B6 w (MAX.HT.=6') o+50 ROAD E ?3+oo z w r I r 1 72 PROPOSED P (� 31 S° u 666 o - +00 r 73 __,�—. a Ns LOT53 +o�- PROPOSED WALL 3g w 1 1 - - - -- - 65 ry (MAX. HT. = 6') _ 39oiW �--� I r O 384 BW 90 w LOT 70 , �. ,`." f -i _ __ � N 9 TW I r i f / 388Tw I :-- ---- 4 - > 3e: Bw a / - j PROPOSED 20' PUBLIC _ DRAINAGE EASEMENT LOT 6y f o 6z LOTS z + _ ROPERTY BOUNDARY (TYPJ 3887w 1 111 LOT 6 LOT _J LOT 6 f - II - - -� f m �-44 387Bw PROPOSED DRAIN SYSTEM wl - TE DRAINAGE EASEMENT — s° I / OPEN \ '9'Bw LOT69 LOT 68LYD-4A 0 SPACE I o l i i YD- D +- loev vo LOT52 I ! 3 �, 3oB \\ 1---\ 3 YD-y8 LOT 63 j 61 a _ I l7 1 / EXISTING PRESERVED \ STEEP SLOPES / APPROVED (TYP.) ` PROPOSED DRAINAGE SYSTE J f If by the Albemarle County / Community Development Department Date September 9. 2020 File# SUB2020-141 — f / OPEN YD-2D I / - ` I ,' i 29 � o Application Type Preliminary Plat SPACE / ' I H LOT 5o n 434 Lead Reviewer: Megan Nedostup _ - \ / / LOT 62 % l CO NC7,kti _ '-----.EXISTING PRESERVED 60 ` �� -- - ' \ MATCHLIN - E r/ SCOTT R. COLLINSZ_ Lie. No. 035791,a M H N 0 N n L9 M z N O M �> ' P-I N Q 00 I W N W > W Z z J Q Q -> z_LU a a W ~ J 1--1L9 Q —J! LU Z Q Q z U I 06 W'` z VJ Ul J T ERTY BOUNDARY (TYP.) U) w ZW Lr-u i— JW J Of J Q ~ Y O O CN O U w J a W w � GRAPHIC SCALE 3013 NO. o a5 3- 60 182150 SCALE ( IN FEET) 1 11=30' I inch = 30 ft. SHEET NO. 13 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUC77ON INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FiNE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR by the GREATER IS NOT OBTAINABLE A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. Community D J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY Date SeRte OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL File# SUB2 EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. Application Type 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END Lead Reviewer: TREATMENTS WILL BE FIELD VERIFIED AT THE TiME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE W17H THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON 774E TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRIC7LY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FiNAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THiS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 774E WRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CO-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN71RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONSTRUC77ON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MA7ERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, /1. OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLET70N OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7, PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WI774 CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT.- POSTS WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY WRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE S7REE7S RIGHT OF WAY. ALBEMARLE COUNTY D°-9D 011 GENERAL CONSTRUCTION NOTES WIDTH OF AENTRRANCE D EXPM6ON AM � 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC �+ RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG + , o EXISTING OR PROPOSED ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA SOEWALK OR SOEWAK SPACE L ° CURB NCE QU N DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS EKP„�„ Jowr = ENTRANCE HOTTER DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS c M OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL �m FLOW N CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. W ENTRANCE WDTM J. EROSION AND SILTATION CONTROL MEASURES SHALL BE 3 E%PA Sqn JOINT °Aau#i i6AIAA TxF PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION EDGE OF PAVEMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION A� HALF PLAN 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. "'PAVED sDEWALK SPACE PAR 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, °' 6 OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO •' •' 4' pNj q W531F STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE T GA a°CSC G1A55 a IN VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. V., 5'-0' 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE 12Y. YK. YDPE F c�M AND GUTT Y REINFORCED CONCRETE PIPE -CLASS III. FOR Er K MD CUTTER K K IZ 2 X i W ] i BUIi CONWRENTLY 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SECTION A•A e t MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). %V� R 1!L­TF R(W TRIP GENERATION IT ,1 �.` Bee =2001 - - NOTE: NO PARKING „FO.1 �,' �',; 41 �'a.:'..,`� �''I �" ��.� �.,.�.. ALONG ROADWAY���� - Ih•F;oF,c '�� � T 1rr -•� MIN"` 6r Ww-RnY � � �ar1�1 P �l -.�R � � � I• � , TYPICAL STREET SECTION - 61PUBLIC ROAM R%fY �� v i 1 L d _ �1 , U„ `;�� ''IF (EUSTIS 4VEMIE) e f 1: i' 30 MPJL/ DESICN SPEED �7 ° l I.: \ �� f�-{�f ( 'I I �� , 1' ��' ?• 'I (NOT TO SCALE) I e' Q, I LJJ n IL.��LI T I -,I 11�T1 f I L iI ,-' IF. - �J RAY qL , r ' I I , NOTE: PARKING ON ONE SIDE OFTHE ROAD ONLY, AS DENOTED6. _' WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED f - °^ EVERY a o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC ASI'll I -IF Js,F,csA SHOWN ON THE ROAD PLAN LAYOUT SHEETS / e _ 5.7� I , �T• , a - -r 6i RAY.RAV I � APPROVED Albemarle County evelopment Department mber 9 2020 020-141 Preliminary Plat Megan Nedostup TYPICAL STREET SECTION - 54 ' PUBLIC ROAD R14F � WI 'el \ (ROAD A, ROAD B, ROAD C, ROAD I>, ROAD �; & ROAD F) 25 ATI DESICiV SPEED (NOT TO SC,4I a r pr e r I Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Eustis Avenue 2(X)o 2 20 0 4 4 17.20 SM-9.5 2 2.25 BM-25 4 2.25 21A 9 0.6 18.30 Road A 320 2 340 4 4 11.00 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Road B 341 2 361 4 4 11.21 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12 i3 Road C 48 2 68 4 4 5.40 SM-9.5 1.5 225 BM-25 3 2.25 21A 4 0.6 12.53 Road D 285 2 305 4 4 10.62 SM-9.5 1.5 2.25 BM-25 3 2.25 2IA 4 0.6 12.53 Road E I_3 143 4 4 7.99 -9 SM .5 1.5 _._5 BM-_5 3 _._5 _IA 4 0 6 5 12..3 Road F 377 2 397 4 4 11.54 ISM-9.5 1.5 2.25 BM-25 3 2.25 2IA 4 0.6 12.53 FIT o / 4 F__t- --� P q �I \VISA K l ' 01 I ° e V 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. e rp e P e° TOP 0 P % o '7 0 CURB F 4^J 2• R SM-9.SE e SURFACE COURSE a 6" 1. 1' (5' MUM) T e l • BM 12' 12'(TI l e 13INTERMEDIATE COURSE SEE PAVEMENT CHART • 7 FOR DEPTH OF EACH 4 CSC' e / o • ' COMPACTED AGGREGATE PAVEMENT COURSE 3000 psi MIN. e - BASE COURSE, VDOT jAL21A 4• / ^\ FIT '.a.�'. ,_,/`\ p- _y._ COMPACTED - .: ' �• ������.� " 1. 6" 2 -- SUBGRADE 4' 21-A STONE BASE e° vD01 %57,/68, OR I#78 STANDARD CG-6 STONE BASE UNDER CURB BE O ASPHALT PAVING - ROADS CONCRETE SIDEWALK CURB & GUTTER PAYING EAND/OR BACKFlWNC NO SCALE NO SCALE NO SCALE CC-C! NOTE, CO WS OF CURB IMPS CONSIST OF THE FMLOWVt✓ [c-II NOTEICpWpNENTS OF CURB RAMPS COM351 OF THE FOULORNP BFVELPD UNITS ,,,i,•, '"MMAX MEW SIDEWALK (DEPTH N PCNES AREA N SDEAE YMOS) MTOR/LLC CEMENT Sb XK IDEPTH IN N:„EZ AREA N SOlIN1E T/Rp51 CURB WHEN REODEO MCO-2 OR CG-] N LNEM FEET I ORB WHEN EOMED ICG-2 OR CG-3 N Le FEETI GENERAL NOTES NIECTARLE WARNING SINEILE fARE.V IN SQUARE YNI31 GENERAL NOTES DETECTABLE WMNCIG SURI IAREA N SOYNE YMs31 .,u.P,u."+•,Ix,n.u.,u�, u,.+ 1. THE DETECTABLE WAMPNG SHALL BE PROVOEO BY TRUNCATED DOMM EACH F THE FOR EACH MI SEPARATE Rom. PAY ITEM NB SHOULD I. THE !DETECTABLE WAAMW SHALL E NMNOEO BY TRLNCAMO DOMES. BE H OF 'HE EEII CIFFOR EACH C6 A SEPARATE PAY ITEM MO SHOULD .,.-+.III. u.".... A+u u.,. •,.., u+ [DETECTABLE MATTERS SHALL E FROM THE MA µs APPROVED LET FOR 2. DETECTABLE MAMED SHALL FROM THE MATERIALS APPROVED LET FOR 2 DETECTN].E WANMNG SUFAMS. PRODCTS NOTLISTEDSMALL MEET SIDEWALK RAP WE MAY DETECTABLE WNMBIG SUFACESE PRODUCTS NOT LISTED SHALL MEET EMMH RAF ,1,1 MAY THE REQUIREMENTS OF THE SPECIAL PROVISION FOR MIT ETECTABLE C&I MAIL THE REWWWWS OF THE SPECIAL PROVISION FOR CG-V IEFECTN)LE 4e•I MAIL WARNING SURFACE AMID SMALL E S TTM TO THE STANDARDS AND WMRMNC SURFACE AND SMALL RE SUBMITTED TO THE SIWOWOS AND AP nN.nIL :- SPECIAL ESKN SECTION FOR NTROYµ. \ SPECIAL DESCN SECTION FOR MONTI ArcIwHO Oi.mmUr ]. SLOPING SRI O CUTS RAP MAY E PWED IAONBLFFNLALLY WITH RAW A' ]. SLOPING SXI OF CURB RAP MAY E POFE M]NBLIIHLALLT WnH RMP A' % EI ONTO DOATENT CUNNECIIUN FLOOR OR BY USING PERYSSBE CONSTRUCTION ANT WITH MOURNED BARS. FLOOR OR BY USING PERMISSIBLE CONSTRUCT JOINT MEN REQUIRED) BARS e ._ -. 4. R RAP iL00X IS RECA51 ,R FS MST E PVED FOR DOWEL BARS SD ,. F RAP FLOORIS PECASi HOLES WSi E DYED FOR DOMEL BAPS SO WX ,wr mscu El THAT IO•JDIIUIM RARED 90E5 CM E CAST N RACE ALTER 0.ILRD OF V., MAY THAT MHJOMNG RMKD SIDIS CAN E CAST N PLACE AFTER PLACEMENT OF Too MAP PRECAST RAW FLOOR. FORECAST CONCRETE SMALL E PLASM A-4. .ECAST RAW ROOK. PECAST CONCRETC SHML E 0.A53 Ma. 5. EWHED BARS ARE 10 E ME 5 X 5" PLACED YCENTER TO CENTER ALONG TYPE A S. REOUBEO BARS ARE TO E NO. Y 6•• RACED YCENTER TO CENTER ALONG TYPE A 7 �HCSTTE C� /RAW ROOK, IOU] -OEM OF RAMP FLOOR. MIYL PERPENDICULAR �ESYXE C F THEOVER /RAKP FLOOR. W-DEPTH OF RAY+ FLOOR. WNYW PERPENDICULAR EMIRI 6. CWB I CURB AND CUTTER SLOPE TRNmT ADJACENT TO CLIMB RAMPS & CU@ A CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RIPS II I ARE NOUOEO IN PAYMENT FOR CURB I ORB ,ND GUTTER. 5' WIN ARE RI "O N PAYMENT FOR MM A ORB ,HOD BETTER. 5'IRL rPI RTNHM.........I TH,�r 7. CUTS RAMPS ARE TO E LOCATED AS SHOWN ON THE FEARS OR AS DIRECTED T1'L WAY 7. WIND RAMPS ARE TO E LOCATED AS SHOWN ON THE PLANE OR AS DIRECTED I1+1 WAS T BY THE EN m. THEY ME TO E PROVED AT INTERSECTIONS; WHEREVER rr O, M ��- W THE EMERSON. THEY W TO E PROVED AT NTERSECTICNS WHEREVER O+, y l I M ACCESSIBLE ROUTE WHOM THE Th,T O WAY O A HIGHWAY FACILITY -A� AN ACCESSIBLE ROUTE MTHH THE MIGHT OF WAY O A HIGHWAY FAC IIY A CROSSES A CUR REGARDLESS O WHETHER SIDEWALK 5 EXISTNG. PROPOSED, CROSSES A CURB REGAREES OF WHETHER SOETTµK 5 EOSTMO. PROPOSED. - - - I OR NOEYL4TEW. THEY MUST E LOCATED MTHH PEDESTRIAN CROSSWALKS OR NONEXISTENT. THEY WET BE LOCATED MTHH PEESTRMN CROSSWALKS ,• " AS SHHOpWVN ON RAPS W AS ONE no BY THE ENGINEER, ARo SHOULD HOT TYPE B AR SHOWN ON PLANE OR AS DIRECTED BY THE ENIDREER,MID SRLLD HOT TYPE B A. E LOGTm EHIED VEHICLE STOP LNES5,, EXISTING LIGHT POLES,FIRE E LOCATED BEHIND MENELE STOP FARES. EXBTNG LIGHT POIES.FIRE WDRARTS,IIROP NLETS.EIC. ACCESSM2 ROUTES PROVE A CONTINUOUS PARALLEL �ALLY HYDRMTS.DROP MLEl5.E7C. ALCESSEE ROUTES PVE A CWTINDIUS PARALLEL 'X . uanni A+1I.n nP IaCS�L[TE�fWMBE0r11OA' FAMci.Fr'PTH THAT CAN wATH MINKT NEDF, [NTEma e'I, Y,, �,y�'iNl2,+Uy'1�''Y'N�'K"'MN"'YI• CCCEESS�ETEELOLNEWS OF FIRA FAARICOLRYPRESISTANT THHATT CAN EA�ROACHED. ENNMECTWn ERm'!4x�iNrt�IjNiAN"!P°N5xIj0�Ny�,�rli�� ND USED BY PEDESTRWS. y"RTh '+, W,'nA C' A AND USED BY PEDESTR NEI v' P. F.MNI,nu •.. 0. RAMPS MAY E IRKED ON RMYµ OR TANGENTIAL SEGTIN6 PROVIDED THAT 6 RIPS WY E RACED ON MAIM ON TANGENTIAL 5Ecc110F5 PROVED THAT l I O,U,x,.1NF.I.1 .HF_ THE CURB OPENING E PLACED WITHN THE LIMITS OF THE CEOSSWALK AN0 � THE CURB OPOMO 5 PLACED WITHIN THE LYTS OF rHE CROSSWALK AND INUT THE SLOPE AT THE CONNECTION OF THE CUR OPENING 5 11,1_MAK- P THAT THE SLOPE AT THE CONNECTION OF THE COB OPENING 6 -(� _L' •' P w.I., PERPEHDICULM TO M CUD. 5M; X A• PEIRFMC TOM CUM. S. yEE\1- X A• °q I. TYPFJI CONCRETE SEWALY IS 4" TNKK WHEN THE ENTRANCE RANCAMOT 5. TYPICAL. CONGETE SEWMK a 4' THICK WHEN THE ENTRANCE RADICAMMOT ACCOYIDOA7E THE TURNING EOUREHENTS OF MMTPAIED HEAVY TRUCK ACCOYDDATE TE 1U61NG REQUIREMENTS OF MTCPATED HEAVY iRUIX ARFDNTK D,N,MdH TRA'FIC EFER TO STANDARD CGEPI COAEROAL ENTRANCE (HEAVY W W TRAFFC PREFER TO STANDARD M-13 CORENCIAL ENTRAICE (HEAVY A, MIN % AT T" HIGHER THAN AT 2( 2" HIGHER THAN 1:1 FU(CAVATKHN OVFA517.ING TRUCK IRB FOR RE USE CONCRETE EP(N T EDGE CF PAVEENT iNUCK iRMFOI FOR CONCRETE EPiN T EDGE OF PAVEMENT X A XX SANE AS TOP O CURB A X SAME AS TOP OF OURB T IM A PAT R MTH A PAFH D. W701 CUE RAIDS ME USED N CONANC ION W SHARED USE H, O. MIEN CURB TIPS ARE VIED N COMIRFCTON SHMm 115E SHE IL,.W MOTH SHM1 E 1M1E WIDTH OF THE SHARED PATH i YNY..Y WIDTH SHALL E THE WDiH, CF THE SHIED PANT � III. WHEN ONLY ONE CURB RAW IS DIVED FOR TWO CR SS S DUMMI TYPE C n. WHEN ONLY ONE MAE RAP 6 PROVED FOR TWO MITSUI MDAMPTALI, TYPE C A A'. a'LADNG IDEA SMALL E PMOCO TO YAJEUVER A WHEELCHAIR PARALLEL i PERPENDICULAR A A'. LANDING MCA SHALL E PROVIDED TO MANEUVER A WTERCHAIR PARALLEL k PERPENDICULAR INTO THE CROSSWALK W11T WT GONG INTO SHE TRAVCLWAT. /H6 {'Y ,' IN iNC CROSSWALK 01114CI CONS IN 0 THE TRAVELWAT, TEAS {'. 4' LANDING MAY INCLUDE 1 WIIER PHI. LARDNO IDEA MAY MLME THE DEFTER PAN. AREA HE TRUNCATED DOLE TRUNCATED DOE E. CURB CAT ENORMOUS MEE COB RAWS N ONEVI NRACIAL SECTON E O. ML CASES MEE CUR RMiE W ONNECT A RgAL SECFON E -- .4- c-c e-- .r c-c =ill ORB At RFESHALL STREET FACTORY RA THE EIEC TABLE d WARN AT URFACE ES OR STREET CONNECTIONS THE R OF FIELD WARNING 51%TILE SKILL HAVE A FACTORY RAIDS M E /FlO O O O O WMHBIG SIRFICf SNARL NAVE A FAGTOR'f MDUS OI E F[Lp 0 0 0 O 0 -MODFm AS EWMENDCD BY THE MMMFACTURER TO MATCH -MODIFIED AS RECOMMENDED BY THE N MFCTUER TO MATCH THE BACK OF CURL O 0000 0000opo THE BACK OF CUES. e 0 00 To 0 o 00000 Ir o 0 0 0 0 0 0 0 000 0 - o 0 0 0 0 0 0 0 0 0 0 0 lAYONi RAW + a p p D O O O O O O O 0 O 0 0 0 �e LSD R� 4 NO 0 0 0 0 00 O O O O O O O 0 O �e 4T[ 0 0 0 0 0 0 0 0 o MANEVER 0 0 0 0 0 0 - p 0 0 0 a 0 0 0 0 o p o 0 0 0 (DETECTABLE: K Oi WWRMSSMIG d I VARIABE FULL MOTH O RAW FLOOR I AT AABLp OUNR*MINIAG O I VARIABE FULL WORN O RAP ROOK I SEE MOTE tt. S PAY OUTS SEE NOTE 12. S PAY OUTS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLEN WARNING INSTALLED ON A RADIUS DETAIL DETECTABLEI WARNING `VOOT SPECIFICATION XVOOT SRECFCATQV OPECPWA EFERENCE REFEETEE REFERENCE Amixw-OMMW J�L J�L TI IZ DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE x tYPICAL BASE PREPARATDN ELP ROAD AND BRIDE STANDARDS ROM AND MOUE STANDARDS W:x HAV AI2I '- - '"- SHEET IV 6 EVpOI DATE (GENERAL NOTES) 105 SHEET 1OF 5 REVISON DATE (GENERAL NOTES) 105 RD M},D5 071E NRiMNM DEPARTMENT OF TRMLSEORTAMN 502 203.05 07115 VIROU/I OEPMITMENT OF TIIAI®LMTAllp1 NTT 602 MOT" OF `_ x 27-'4' MIN - 2BYY4" MAX RAL HEIGHT LIIETSR ® - W NOTESE RCU ACCESS ROUTE UPAVED SPACE " RA UPAVED SPACE E TIES REM MAY E PAWAST OR CAST N PLACE. LWWJWL&AS F CAST N RAE, 6'-]• 6..]• ]'-F/i ]'-1/i' ]-I%i ]' f/' - - - WIDTH O SOS i- •{ L OM H IMISO A BROAD OF IDS FEET OR L23 a CAC V1010 rP/R CINN RL E POI /i R/O/L ART. M N --- �: - - - - 4. TIME [BONN!pFn(TUBE RMY SE 0ELDCEE` AS MUCH '.. e.A' D.� A•sr/.•' .I"sr.>v' .vn --- �SIEOEIR CES ROBE NOH•iRAVERSIBLE E CES ROUTE T RrfOVTi Ii DImR TUT M'DROTTWAt E ORE HILL CMImE WIN TE TOP Oi A CONE O TIE PAVOEIIT N.�SIRIICEUE b �' 6,� • 6 I I :•`� CERA !CERAMIC PEDESTRIAN ACCESS ROUTE DETAILS WITH G A EEAHeA3E M AS NG[AS[ N OTTIL C 4 e.;' N.� : e WITHOUT UPAVED SPACE S- CAI a TO ME Lem OR ROIWAW NOTING '.; .; �A� wrtI THE EaMoons FOR DOI M SHOWN N FFPI A OF THE VOOT ROD DOM MAEML. e.' •.;-• GR-2 GR-2A OF PE ANAL PoOIi-O•WAv 5 MOWED T THE EY N 1.-}" OF PEESTTAR MCCES ROULE EXTEND BEYOND EOSTNO N THE SECTM ON CS U*W STANDARDS. , C A U6'-]- POST SPACING) (N-T POST SPALMOH /A" fR PRO+OSFD VDOT Rg1T-D< M .�^ 0.L T 5.� T e MAX !DYNAMIC E7LECTON 3' MY DYNAMIC OERECTOHI 0" A A BASE i R.�•e.%Te PEOESMAN ACCESS ROUTES PROVE A CONTINUOUS HMOBSTUCTED. STABILE. FIRM AND UP 9E36TANl . �, •':. .:. PATH CORECTNNG A.F. ACCESSIBLE ELEMENTS a A e.�' e.�' a ``//�III1��11E11yr�711R11Y��J/ OF FACILITY THAT CAR E APPROAHEDENTERED AND -�. e. H:. 'tr USED BT PEOESIRIANS. {L.{L��III;E11E11r-E1111111 • IF PEIESTRUN ACCES ROUTES ME ENG • ••-•. Vie' II I�Y RAple PROVRED. A LMRWII C TRA LE MEH E FOCUSED WIIN A MAI 2X CROSS EiONE. SECTION B-B �. 6 •HEM USED - MALFUNCTION F MTM THE •.- (F STANDARD OR CG-I. THE CUR PALE ON THIS 2•-0" ' �, $TADARp A E E SCJISRO AT MATCH AB0.1C THE MOUNTABLE CUE COFWRATOM � �y N.ITD. ■IFACE ® 1i MAXYW YAOAJY MAOMW ... 'T:. •s. '.'i. .,.e.• A.N.D. �. . ii D m rJInNGE :A. :•' SECTION C-C E IE cone P A PANT O GRADE THANE SLOPE DENY 10• IITLRVMS �. ECEASE N SLOPE FOR EIRST 10-INTERVAL AND DECREASE I F ACCEPTABLE ALTERNATIVE F T SUC OCE/g OR SUCCEEDING NNMIM C N ERYALS F CURB 6 EXTRUDED SECTION O-D SPECIFICATION SPECIFICATION READ AND MmE STANDARDS STANDARD ENTRANCE GUTTER REFERENCE EFIEUS STANDARD 6" CURB SHEET 1 OF 1 REVIS04 DATE .SOO RE 20].0] p1115 VIRCNIA DEPARTMENT OF TRANSPORTATION 602 VRMU NP W O TRM6PORAT NOTES: DEARORAL !LOCATIONS SHOWN ON PLANS ARE APPMM TE NAN P ONLY MD CM E ADJUSTED IXEMNS CONSIFRUCnOR F AND AS pMCTED BY THE ENGINEER. FOR CETALS OF MST AND SLOCKOUTS SEE STREET NO. SOLOS. i OPTIMAL OR-2A METHOD • OPTIONAL CR-2A ETHOD USVG TESTED RAL u9 ADOTONAL FOR ETALS OF RAL ELEMENT RAL SIRE JOINT AW RAL ON EMLK O POST ASIMEATED NARDWAE SEE i;6T NOS. WE0 IFS SOID2. L T W57ED RAL OR ADDITIONAL RAIL 6 PLACED ON BALK OF POST RAL ELEMENTS ARE FURMSIED SOP CUM FOR RAm FOR DE-y THE POST WACMC HILL BE 6'-3'. BETWEEN 5 FEET AND ND MT. ALL MINIMAL POSTS 51W.L E SET PLUMB. POST SHALL NOT E SET WITH A VARIATION OF MORE THAN %F PER FOOT FROM VEMFCAL. W-EIW.BLOCKOUTS AO POSTS SHALL E SET AND ALIGNED MTHOUT ALTEMnbN OR FORCE. AS PER SECTION 505 O THE SPECIFICATIONS. HTAC LL T ai'iy,`"w -- 220 MAX AI AS MEEASUREDED APER STANDARD O1-NS. ALL W-EAM RATS SHALL E LAPPED N THE [DIRECTOR OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIMAL M-2A METHODS OF HESTSIC THE ANAL O1 USE OF M ACOMOML MAIL ON THE BACK OF THE POST FOR STANDARD OR-2A SHALL E NNNHOWD V THE ENCNEER INROR TO INSTALLATION. RARE RATES EION SPEED INIE SHY LE EYOD SHY LIRE WN OIE LS FLARE RATE FLARE RATE 70 60 e' ]MI ILLS SO 6A' MIT HIT 40 5' VEI MI SD 4• 1]„ AT . .S000ESTEO TITANIUM FLARE RATE FOR SENT -TOO BAKER SYSTEMS `VCXSF `VD❑T A COPY OF TOE CAOIMAL SEAEO AND SOARED MAMI 6 ON FILE IN THE CENTRAL OFFICE. SPECIFACATIOx lEfiCAT6N ROAD AO emE STMOMpS ROAD AO ABIDGE 6TAAVAIS STANDARD BLOCKED OUT W-BEAM GUARDRAIL REFERENCE REFFIE]HS EMISON MATE STREET E a: 1 S,EEI 1 DE 2 REvmar+ DATE (STRONG POST SYSTEM) 221 BOB MLD 50L04 OB11. VWCIWA DEPARTMENT OF TRWSPORTATON 555 TH OF CJ 3COTT R. COLLINS7 Lic. No. 035791.'_ �we l.� U , .� �. • Z ,a., \ 1 / - J - 0 �' � > z LU 0 TRIP GENERATION. CALCULATIONS___ ._ 004 TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) F /I / io2 SINGLE FAMILY DETACHED UNITS (CODE 210) ADT: 982 VPD (482 ENTER/ 481 EXIT) .0 AM PEAK: 77 VPH (57 ENTER/ 20 EXIT) Q PM PEAK: o3 VPH (65 ENTER/ 38 EXIT) M LGi M NOTES, > E TINS Irol MAr E PI[cASr SLR cqi N PLACE. 1 C~I 2 M F CAST N RICE 4000 PSI i P161BT. N Q ]. pCFOI9Mld1 OIIIE! EB�NyT�IFpR�pMA/YSC A IIIOIISS WZKE P0°RI L N R/gIL CCiNETCN�' ,. FOR USE MRn eT� OPSI. RZOR DR/IUE N �uMywMLyyl,EM N1MMIMCIm P/R/t i lO THE SLOPE N D 9'�ME mY® AID TO TIE DBPM OF THE PAVEMENT. B, ALLOW O6TF1N fOl THE Lot CF CO-! B BARD ON RD/pwlU CLI66FE'uE110M MO 1011 ]IVpED�lpB� y9NCBByNEN M4/6LII A OF 2• R DN:ftsmN1 eT/IONDi N THE YCI D J TOO Z J z , ) W V�1 M MTIOR OF M (DENNIS MD PARALLEL MAY E O COETECIED SUMM TO ES SLID[ OF 0 1 W W /�� yA� E "MMOV RWEOE COMES F7T0'161ED A J Q ATETIE OPIgH Of Il [ CWfRICTOI LiL.`L z � °� 2 U I1 w W E 1` Y ,--I O LU 0-6 T ON LU COMBINATION 6" CURB AND GUTTER RDPD O RROW " IS IEM]OM RATE SLEET T O 1 VIRGINIA NPNTME2IT 6 TRMWRATIOI 20LO1 DD-T I Ln w V / Al MSRQT AFPRDMM SRM SUWAMO GENERAL NOTES LI..I NpM OR RNDD TONEAS I ICI C AS MA ROMMAY TEE NOTE 61 MIp pp- IUD �pH STE�J C C�pg TIE N i - - - - - I S OO,R[LTIOM•MUIT E ElOED N I[C�M•Ci 4% I+ I l RAMe TO E AS MOTTO MF MO TIE A " Eo v / RApEL OHM OR RABBI MTN RIRCMMEMMM I C94 NOTE T Q' 2. WHEN THE HEpH'RM O 13 M p CANNOT IU THE MN-1- YT M M LRMIE 'O T�"HE'RIOIINA"'M6L0 E II'"PI J PDT[ D I6„ Ort101JA1 6 USE TO T. M = ROUT LIE J. TRIII II.1m N um FACFACE a HORN S TAR COOST 1 I 1 W MmEmNMOE � III THE cum MATCH THE MO FLAAB'LE OSE ro LLJ ss JOINT J ,. 5E STROWM Co-tt FOR OIB RAMP DOMI TO E ANTI Y Y-0` OR K 1°' MRLIE RDMMAY uIm MRM THE STAICMD. SNOIM aN TrPIM EcrIDM AJ J A. OPTNHAL ROMR[ TO IREOR MMPID OF O A PLAN VIEW PORlM1 OF fRRIER TO PREOlJOE POGO OF MAKER. ENTRANCE N6OpTDE�SMI (' T VPMAROC CURVE ROMMAY 9LOIE 0. PLANE-ME_70_ SOP PROM POWNE a AFEW AMM O O •�L VEO' $ LOPE SERE -S ME - 7. lUElA" am, ARMARIREARRQRERMA NPTI /$14 1 E COMTTI C�TEpD�TO THE E m AY --- - ---- OIRS1m , MISOI GW< N O 6! ANAL D q. 0 TOM Mp gR7pR p 5' ONIAB"LAL IIDT BE ISM IRCTED EST' R 11E M LIE O 2p IIIMRRI F0M [oocanS�MMIT pRVNLIpCLOIMEM PROMISES. OI/pE p�MIE W YYN OOREAMMLT DRRARCE S' '7 ME L)SRD N 1K MLOR.�E [MRMQ ORME S J 762 OOIELF,OM. W VALUES ME EST MWUOFBE TO STREET U SR....�� m COSTRUCT G/D[ OI/IINS TIITH A PARABOLIC CJ1NE. M SECTION A - A ALLOWABLE ENTRAICE GRADE CHANGES w W �' LLr O w I a. UT JOB NO. - 182150 C� All •• •�• TOTE, NLOMMRE EMTRAYIN MAIRE T/BE E SOT pL[,S.H .L ` .��.w°'i:. •�. '1'• - AMPUCENE TO STREET COIEC110H6 WE�IE SCALE SECTION C-C AS SHOWN METHOD OF TREATMENT- SHEET NO. FCONNECTTIIEOR�N//yyFOOyRR���S•ppT//RRyEE��E�T II INTERSECTIONS 14 /ARV COMMERCIAL ERCIFL ENTRANCES J VPUNA NMIIYENT OF TRM6RRTAMM MO.TM ENMIWCE VOLUME QIQ C1/1EF P OEMMBE MALLLM HFW MITI mm THAN EM VS O ]S MINN I 500-= TWO f]3 63 LDY LF18 THHAN NO VPD ... BS ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC, 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT, THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED 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. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 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 4 I INITIAL BACKFILL 4 1 UNSTABLE 6" 6" e' e- SOIL\�_ L4 MIN. - MIN MIN. #68 STONE --ZRANULAR FILL AS �,.. $ APPROVED BY ACSA - • r.a„r: NOTE: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER ONES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED N THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 APPROVED by the Albemarle County Community Development Department Date Sentember 9. 2020 File # SUB2020-141 Application Type PreliminaryPlat Lead Reviewer: MecianMecian Nedostup JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT [IFWAY. VARIES -10'� 10•�� 5 ID• 5 WATER SEWER 3 xt o � d f LOCATIDN OF OTHER UTILITIES (GAS. ELECTRIC, TELEPHONE, CABLE. ETC.) EASEMENT WIDTHS. WATER OR SEWER ONLY - 20' MINIMUM WATER L SEVER 30' MINIMUM K SEE PART 3, PARAGRAPH DI SEPARATION OF WATER 6 SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEVER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS TD-1 PLACE 5' GALVANIZED • WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT i TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LID 11 z s L a M.J. GATE VALVE WATER LINE 4 2500 P.S.I. R T CONC E E 8 ° 2'x 2' BEAREA. THRUST BLOCK d O A A NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE HIS FIG. W-5 TD-9 is Im E.3.I.W. 1574 CAST IRON CLEANOUT FRAME AND LID 10 1/4" DNS@LLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS rni1mI PVC FEMALE CLPANOUT ADAPTER WITH INVERTED NUT SCREW CAP OR RAT SLOTTED SCREW CAP KOR-N-SEAL No. 5406-10 AWS• • WITH 10 1/4•' BAND PVC PIPE SEE BACKFILL AND BEDDING 45^ BEND REQUIREMENTS PVC PIPE SEINER LATERAL Fl TUREI SANITARY LATERAL I ; Y WYE BOTTOM aF TRENCH SECTION 'A -A' - SEWER CUSTOMER'S PROPERTY J1J EASEMENT OR RIGHT-0E-WAY SANITARYIATTR ERAL, v CAME N DUNE LAYOUT REQ'D) 1 CAST IRON CLfi1NIXLT AND LID IFRAME .._. _. ..r.: . ' n Y r I t �. WYE SEWER LATERAL ` 1 V A A -CONCRETE 45"BEND COLLAR 4 L 24• _ - - - _ PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC ACCOMMODAI ANCHOR IF REWIRED. BEDDING AS REWIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. VOL- SIZE OF FEE CU.YD.CU.YD. BEND L H T 90 2.50 250 3.01 0.24 4• d, 8• 45 22 1/2 2.DO 1.50 2.25 2.00 2.60 2.52 0.15 0.10 kAND 0 0.15 11 1/4 1.50 2-00 2.50 0.10 90 3.66 JAB 121 0.48 8. 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0A3 6 0.32 11 1/4 1.56 Z16 2.67 0.13 90 4.83 3.83 3.42 0,83 10' & 12• 45 3.33 3.58 2.93 0,43 3,83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 1 0.18 I. THRUST BLOCKS ARE REWIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION. CHANGES SIZE. DEAD ENDS AND AT VALVES. 2. USE 25DO P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4- THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE @ SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 COY . J/. Y,IE MfE C[WLWC QA1d OR ,PMOv[D [W4 Q r Ym'r Wf CdTW FM LASE or, aS 9W ,S9[EMNL S Mn d1 W4 PE9'JCMT/L RESDI sNf ,xo iPxw,na 2vxn5 E: + .rP• u Q NO j1E,1m mmwFs r DUAL SERVICE 4 +• cRlrKs N. t/.' Yuc I V E cl w a ,nAP+m CauM +' im 'M• Safi a[Wf11 Cl Q Ca usE d Mn swuc r,rcY S4aH IN MMWlN1M YM90O1TK SINGLE SERVICE Na1E: H s,rolEs SINE x VSED aR rc Prc cAsl KroY 1w - rNSOD w,oE +r-u oawAc � eNi YN E O �u en uT a•tw, ca"PEns[nEx +n sxo talPLrc� Ds YCIFR WlMIn1aN S1V IFKA ,S YEG[SSNY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A t t 12" c 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" V MIN BRANCH r 2- FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD- 27 Tcp vier / 6- MINIMUM a 4' MINIMUM ° ° 4 4" MINIMUM d 40 ° NOTE: RESTRAINED JOINT FITTINGS. - - - - _ Side View - - - - - 42- Minimum - - - lid a Catlflcatlon of 95% -1 11 compaclim reaulred d q I • 4 GoNonized Steel Beam, ° W12 C 14 (min. size) 3' min. penetration Into undisturbed 45' soil , or as approved by the < / ACSA. TYPICAL THRUST BLOCK IN FILL AREA NITS FIG. W-3B TD-5 NOTO MIN, 60• DIAMETER MANHOLE REQUIRED. 0 Cw fm TxJ _WpP+PNQF ry- CROSS \G1 ::SE APPROVED FLE.IMJE --Fli ST��ootkW DROP Nf4 PIPE ESS STEEL, -;•1' [STP]RLESS STEFLf ;;•�?� c SPACE➢ EVERY En. . 2' vERTCALLY ,a .0 � 90' RESTRAINED BEND SEINER IM{:ICI.T PIPE • ' . " � RAC+ PLAN rn..-'FILE PIN. a• BEDDDNI: :ITH NO. sN NTONE 1. HEIGHT CIF THE VERTICAL DROP PIPE WILL BE DETERMINED SY THE ACSA. BUT SNALLNOT BE LESS THAN TWO (2) FEET 2 VERTICAL DROP MPE SHALL SE SDR 26 PVC SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FTTTING WIN STANDARD GASKET JOINT. 3- VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE POINTS STRAPS SHALL BE BADE OF STAINLESS STEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SMALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6 VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7 MINIMUM 72' DIAMETER N0 4HOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, C� TWO 8" DIAMETER DROP CONNECTIONS STANDARD INTERNAL DROP CONNECTION 471 FIG , E '� a 1 d -� dg E� E�i "Y .^.S _ vA [ T A. Iz b V Q E x� 6 E �`m u f o T $ $(¢ $(Ey ` �Er >e of A€ ->� Zl R •'� `$ a� Y C. TIP O OLtAl TYPICAL MANHOLE FRAME & COVER N.T.S nG SA-D TD-31 FINISHED GRADE ITT=Zf1�T= - = 1=iFF= F�T1=71�= TRENCH REDUCER 1 -r 2500 P.S.i. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - a-- UNDISTURBED SOIL 4 ?8• MN PROFILE VIEW} UNDISTURBED SOIL - EDGE - OF TRENCH P 24 MN -------------------- -.-__- m REDUCER { . � 8 MN �. 2500 P.S.I. CONCRETE THRUST BLOCK � ff MN ------------ Y------ - - - - - - UNDISTURBED SOIL - EDGE ° OF TRENCH 24" MN NOTES: PLAN MEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL. OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-30 TD-7 COVER LIFT NOTCH 12 3/8- WATER CAST IRON LID NOTES: (1) A 1-3/4- DIAMETER HOLE IS REQUIRED IN THE UO FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TO-13 SEWER SERVICE LATERAL CONNECTION NOTES: I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) A-1 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER Or 4". IF 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINED SECTION SERVICE LATERAL rN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VIU.E THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MINIYI 2' TO 10' (270') 16 -22' ALVE Box 7 CU. FT. •6e STONE 42"MIN ,'•'� 6" GATE •,., VALVE B" % 6" TEE 2500 P.S.I. CONCRETE ` BASE AND THRUST • • .y rr .••1 BLOCK AGAINST UNDISTURBED STABLE SOL. STEEL PILE -7 RESTRAINED JOINT FITTINGS (MIEN THE SON IS OISTUM30 OR WHEN A HYDRANT IS LOCATED IN A FILL. IN ADpT10N TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. (AVER 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 BENNO THE DITCH. IT IS NOT ALLOWED W 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.:S FIG. W-4 TD-8 GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE -� ,��VBRONFE GATE SOLID CEMENT BLAS TYPE "K" SOFT COPPER STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFF IC AREAS, A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL SHALL BE L, USED. 2) FOR WATERUNES SMALLER TNft1J 12- USE A 1" A.R.V. AND FITTINGS, FOR WATER LINES 12" AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION I INTIAL BACKFILL" LIFTS) EMBEDMENT A THOROUGHLY COMPACTED SPRING UNEBY HAND OR APPROVED TAMPER OF PIPEMECHANICAL HAUNCHING NO. 68 STONEBEDDING L48-MINJ(6" 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED. AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6' BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 TO-34 lNY 'COTT R. COLLINS 0 Lic. No. 035791,a z O E J G Z Lu Do � 0UrI Z z O J .UI w z Z � 1111111114 [Y W Q 0 CV? z z N 0 H1 M H\\� N Q °° W� N W > U) >/ LLI OF z J a >> z U) ILL!J �1 J 0 0 W w Q Z U I LU WI Y '� o z ,0^ W V z w U li '� V J J J CO LU _J 0 HH 0 N 0 U 0w J w o Ce d LL _ Ln JOB NO. 182150 SCALE N/A SHEET NO. 15 PRE -DEVELOPMENT SWM PLAN: POST-DEVELOPMENT SWM PLAN:/ Post -Development Impervious Area Summary SCALE SCALE UnwptureOverland Runoff o0 ° Buildings & Patios/Decks 32,334 sfBlock 16 & 17 0f' oa© Subarea 10tl sf 30O/o 32,334 sf _Roads &Sidewalks 183,916 sf COTRCOLLINS CZ. o, N. :o Buildings & Patios/Decks 111,267 sf / PROPOSED FLAT VDOT CLASS II COARSE AGGREGATE OUTLET Driveways 24,150 sf O O / 1` ° FABRIC TO BE KEYED INTO EX. FILTER FABRIC MIN. AT ENDS & T / / ��/ j \j fu - I o 319,333 sf A O I' O I / / t �-- -- \ I o ALYONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" / / '�Subarea 2 'Pp� a / / c 0 I / ° ( a z / / _ ,'�I Roads & Sidewalks 52,218 Sf ES \ C 9 I / / -- — / _ - / ap I I`1 O _ I \T� PROPOSED SLOPED VDOT CLASS II RIPRAP LINED / r Buildings &Patios/Decks 47,550 sf / ° 1 O I, �' CHANNEL w/GEOTEXTILE FILTER FABRIC 1— / �� � \ I — / . - / / — — \ +' � — �� Drivewa s 11,900 sf 1 — — — — — — t ' as \ / ° I a I RIPRAP UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. _ / / '1 _ I / _ — o / 4 _ — / 111,668 sf ' o Q / — — — — — — a \ / ° ) SWAI F GROUND 9" MIN. AT ENDS & ALONG PERIMETER.— //J 'Q — — — — — -<_ Q I NO SCALE y Post-Develo a ° J ° o ^ \ ® — / ' — / / / / Block 18 (Future) Impervious Area Summary o 0 o I / LIMITS OF FEMA APPROVED / / ° \ as u ° 0, / / FUTURE SwM Fnr_tuty 000 ° / /// " ioo YR FLOODPLAIN o °o o LIMITS OF FEMA APPROVED - / / Subarea 1 ° - ■r■■■rig 00000 ioo YR FLOODPLAIN Roads & Sidewalks 72,595 sf r� o t'ttttrr / �_ :�\ — // rri op■r� Buildings&Patios/Decks 112,605 sf //.• 060 Driveways 41,500 sf ;' ° ■ �� a i ®° �_ •'tttt�rrY■tt :♦ i 0• /'� / °O OUOTFALL#2POSED 0TOPOINCE RATED/ - , I-" ♦:� 2 sf .� � 26 700 ( ) Subarea 2 - _ --- `c '_ - — t r tt ♦♦ • ° �\ o . tt • ♦ y_/ ^, ♦j Roads &Sidewalks 21,157 sf a /ONAL ■ ■ 0O _ O POI #2 .a - as POI #2 tt - I Patios/Decks , o r■rrr�♦ttt��r■rg/r♦Irrrrrr■r■rrrrtlttttt PROPOSED - - `'► t, ♦ - . ♦ Buildings &20 828 s u ♦♦♦ i ♦ ,♦ � ♦♦j Driveways 8,500 sf vl m GREENWAY, TYP. • r ♦ N •� PROPOSED ♦ Z U 0 ♦ ■ ♦ ° - ' ■■ ■ ♦j 50,485 sf o In ♦ ♦ o : ♦ rr GREENWAY, TYP. ° ♦ o o ♦. Z ( o°°O � .RO0 1 I ♦♦rrrrr r■■ ♦♦♦ ♦� rr•i \I � u rnuunnrrr■rrrrrrrrr■L ON C) a o Z ° ♦ SUBAREA1 2 ac. 0or 6.53 ac. .00 0 ° O o ♦.Tc 0.11 hrs Tc=0.16 hrs. LU e°/it ° r I \ un■■r � • • I r r W ( PROJECT c \ ♦♦ ♦♦ ( o rr ■■ - r i ■ 1 ♦♦ : ( c \ BOUNDARY (TYP.) PROJECT c L ♦♦ ♦ ■ 1 BOUNDARY(TYP.) 00 \I �— r■ �R r i ° ALBEMARL COUNTYS 1'♦♦♦p■ur■■■■■■■u■r■■rrrrrrrrrrrr■rnn■rr■♦♦♦♦ ■ \ ♦ ■ ■■■i • ■ \ ° 0 I - t ■ ■r FUTURE BLOCK 1 • MANAGE- STEEP SLOPE o •♦ : ALBEMARLE COUNTYi = r DEVELOPMENT • % • ■ MANAGED STEEP SLOPES ° ALBEMARLE COUNTY / ♦j ♦tr o \-L_ ♦W CD ALBEMARLE ry PRESERVED STEEP SLOPES ♦♦rrrrr■■■rrr♦♦r ♦♦♦♦♦♦ o PRESERVED STEEP SOPES jLO/ / \\\ ++ ♦♦t♦♦�♦♦♦♦♦♦♦ '� / ♦♦♦♦ ♦♦♦♦♦ a _ / l ♦t♦♦ ♦♦ /� ♦� ♦♦♦ o /�/ ���� ' ♦ i �� ♦♦♦♦ , j l ♦ ♦ i ° -1 / ♦1 ♦♦ tttr■■■rlrrrr 1 ♦♦♦♦ ♦t♦♦♦ '' J o / \ \��� . ♦ � l ,�:_. .,.,,__._`.I I ♦♦t � , .� ♦♦t 1■ ill♦ ♦ ♦♦ / \♦� -- _ - ♦♦♦♦ i : ' r ', ♦♦♦♦ Y■■■■Ir■ ♦♦♦♦♦♦ ��� �� +� �� i ♦♦♦♦♦ jW LU ♦♦♦ ■■rlr/■rrr■■■■■■■r■■r■■Frrr / I \\ � .' _�_ . ," �� 1 � � �rrrnnrnurrrrenur■ur■nr■rrr�♦♦t /�� � M •• CIO Z I 1• II _ _ i ' — — i J •' �,i a. , SUBAREA 1� — — �' EN H� 40 cn 1 CN-81.0 i SUBAREA 1 / / / / ,' ■ TC=O 13 hrs. I �� • 23.29 ac. CN=59.0 o I • TC=0.18 hrs. i '. - ` i / I f i''-_ / / STORMWATER MANAGEMENT NARRATIVE: N e J ■ PROPOSED / f _ P 0 / ' lI r° PROPOSED,` a. / / / OVERVIEW p MM jT GREENWAY, TYP. / — / ® J � W ■ r : _ / THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS PROVIDED TO - 3 ■ i / • /+ GREENWAY TYP. ■ � / � ,.® ■ + � MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS. THE STORMWATER MANAGEMENT PLAN WILL N ■ / / ..COMPLY WITH PART IIB SWM REQUIREMENTS. � � - - � � - a / ROJECT BOUNDARY (TYP.) f - _ _ I a l \, /r / W Z 1 ' _ A / ' ---� WATER QUALITY SUMMARY / ROJECT BOUNDARY (TYP.) THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THREE BEST / ' Q / j \ / `\ I I ° - • 1 \' \'-- `�'- / �' MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE OF INSTALLING A CENTRALIZED LEVEL II WET ■ / _ �� 1 \ \ I , , '� // - / �� 1,40,10 POND WILL BE IMPLEMENTED. THIS BMP WILL TREAT THE BULK OF THE PROPOSED RESIDENTIAL / ■ / �� , , o DEVELOPMENT. DOWNSTREAM FROM THE DEVELOPMENT THE PLAN PROPOSES THE BEST MANAGEMENT o / �i /' \ \ I I I * '1 , f �!'/ .� �� PRACTICE OF PRESERVING OPEN SPACES. A RECORDED EASEMENT WILL BE PROVIDED PROTECTING THESE J tl ■ / -.;'/ / O- a AREAS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. THE REMAINING J Q o \1\ L 0 �� / �` �` � �\ \dl , WATER QUALITY REQUIREMENTS WILL BE MET WITH THE BEST MANAGEMENT PRACTICE OF PURCHASING % Z \ o - ' - r /\ NUTRIENT CREDITS. ` ` w ' • I �' ' —� \ ° WATER QUANTITY SUMMARYLIJ CC / ".0 : / - , \ \ ` 1 ®, PROPOSED DEVELOPMENT OUTFALLS IN (2) LOCATIONS IMMEDIATELY UPLAND OF VARIOUS EXISTING 1 I - \ • i ! CHANNELS. WHERE ROAD / INFRASTRUCTURE EXTENSIONS ARE PROPOSED LEADING TO THE NEW w (✓� .'o / ♦ / `\ / \ \� \, >/ d. I ♦ " z`, �. RESIDENTIAL DEVELOPMENT, ADEQUATE OUTFACES ARE PROVIDED WITH SUBAREAS LESS THAN 1°h OF THE Q `' .'01 ♦ t♦� / / \ , _ / �/ -� 1 v / / ` RECEIVING CHANNELS WATERSHEDS. ADDITIONALLY, WHERE THE BULK OF THE DEVELOPMENT OCCURS A W ♦ / I \ f I o PROPOSED WET POND WILL BE INSTALLED CAPTURING THE VAST MAJORITY OF THE NEW RESIDENTIAL AREA. �` . _ ♦♦♦ / /' ` ` _" �' / \ THIS FACILITY WILL PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE MAJORITY OF THE n/ Z . ' ' PROPOSED DEVELOPMENT. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9 VAC L•� ♦' / \ / / 25-870-66 WILL BE MET WITH THE FINAL VSMP PLAN. PLEASE SEE THE FINAL VSMP PLAN & ASSOCIATED \ Q ® v \ , \ / �� : r7 `�,, \ ` STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS. / 0 so General Construction notes for StormwaterManagement Plans / \ V dams and constructed fill to be within 95%of maximum dry density and 2%of / ` ✓ \ \ Of o / j\ . ` optimum moisture content. All fill material to be approved by a geotechnical \ O ` \ ` \ / \ L w y■ ° \ engineer. A geotechnical engineer is to be present during construction of dams. O ° r / ' \ \ 2. Pipe and riserjoints are to be watertight within stormwater management facilities. 1 \� o \ _ \ ` \ \ / ® ' ♦ / // 3. For temporary sediment traps or basins which are to be converted to permanent \ , o / / i \/-• / ` \1 / O ■ �♦ 1�1 stormwater management facilities; conversion is not to take place until the site is \\ stabilized, and permission has been obtained from the County erosion control O ` � / / O ,\ \ \ \ _ 0-6 > O r J ( A inspector. - --_ - I a ( \ \/ _ / ° • rrr■ / / ` \ \ / ' / ' - _ -- - - I , ®Ul o ♦ttr / / ; o / ®/ OP W 0 r / XISTING STREAM (TYP.) \ / / o j \ / W Y L POI #1 0 �♦ / /J o 411 EXISTING STREAM (TYP.) It �``//`POI#10 ,\•\ • LOCATAION OF PROPOSED o I♦ ( LEVEL, II VET POND \ -�_ \ / r PROPOSED LEVELL O /� - J© ` / ' t/. �� POND TO PROVIDE V i ® j I O a �� \ ,' / / i; STORMWATER QUALITY & \ / / , /Co a/ w o / 9 y o \ / // r - o QUANTITY TREATMENT i r / N ljtj1 i r / /�- / tl 0V P O \ \ r r L.L O i + p0 o v i r _ N o O ° ° / g� \ \ , Y.. k ® oo / PROPOSED &CENTRATED ` / r / r / APPROVED !O° 0 1 _ `— ° OUT®ALL#1(To Pot #1) V / Y b the Albemarle Counts r — 0 0 o m / Community Development Dep+ rtment O o J o O N ° `EXISTING WETLANDS(TYP.)� ,'/ / __ —� - - -- m .t_ 1 O Date Se tember9 2020, SROAC- o I I_ -^'�• / (VARJAB tl _ _ - — _ _ LE WIDTH) ''_ S ROAp.w- . EXISTING WETLAND _ S (TYP.) o I / ' / (VARIABLE WIDTH) o -_ _\ , / , /Appl cation Type Pre iminary lat - _ -- 00 \ / Lead Reviewer: Megan Nedostu J PROPOSED SLOPED VDOT CLASS II RIPRAP LINED ` \ `` / / \ 1 \ \ p CHANNEL w/ GEOTEXTILE FILTER FABRIC - _ / 4 0 _ / p `\ ` \\ ` ,/ ` + RIPRAP UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. `\ ``�;,, d - ����� / 1 \ JOB NO. 0 NO SC F GROUND 9" MIN. AT ENDS & ALONG PERIMETER. \ \ ` / a \ I cos / _ \ I 182150 a � — , �\ °0 - PROPOSED FLAT VDOT CLASS II COARSE AGGREGATE OUTLET O \ PROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT. SCALE \ ° o FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & O \ _ 1 " \\ ° ° 000000000 \ \ I ALONG PERIMETER. FABRIC TO OVERLAP MIN. OF 9" ° OOO=120 r ` � oa000aao � 000 °00 \ I SHEET NO. 14 o0 00 a - 000 \ LOT 18 PROPOSED LIMITS OF CLEARING (TYP./ LOT16 / '` MAAAAtCHLINE SEE SHEET LANDSCAPING NOTES: 1 LARGE STREETTREE PROVIDED EVERY 5o' OF STREET FRONTAGE. co / / //LOT ye 3 STREET TREES SHALL BE LOCATED S' MIN. FROM DRAINAGE STRUCTURES AND 1o' MIN. OPEN ,' \ ``\ x \ LOT ig \ L0T6o �/ + // /\ FROM WATERLINE AND SANITARY SEWER STRUCTURES. / {I / 3. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; SPACE \ ^ �' \ I THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND I / OTE: ALL \ � / / , � �zr ,� � /' \ • �� / ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. JC\ / \ RIGHT-OF-WAYS SHALLBEINSTALLEDPRICIRTOTHE -__ t `' '`.'/ ] / 4. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE 1 ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY PRUNED BETWEENz'ANDTABOVEGROUNDASACLEARZONETOPRESERVESIGHTLINES C ` a x FOR A STRUCTURE IN BLOCKS 16 & 1]." , AND ACCOMMODATE PEDESTRIANS. / \ 3' 3 / 5. TOTAL STREET FRONTAGE=10,937' / ' + REQUIRED STREET TREES: 219 (1 TREE PER EVERY 5o' OF STREET FRONTAGE) / ,' ``, +• � / ""1• r LOT47 �- . �' PROPOSED STREET TREES: zzz \ / / (4) CIS STREET TREE ) / /� %`. NOTE: 4,z76' OF STREET FRONTAGE ALONG EUSTIS AVENUE (PORTION OF) J LOT1y / / LOTzo LOT ALONGROADD % / ° REQUIRED STREET TREES:86 PROPOSED STREET TREES:86 PROPOSED GREENWAY (TYP. / + / \ x �, r / + NOTE: 1,63z' OF STREET FRONTAGE ALONG ROAD A " .' 3 REQUIRED STREET TREES:33 / + / PROPOSED STREET TREES: 33 NOTE: 2,320' OF STREET FRONTAGE ALONG ROAD B LOT33 REQUIRED STREET TREES:47 LOT1 t l / �Pv Pp�O- a PROPOSED STREET TREES:47 NOTE! 418' OF STREET FRONTAGE ALONG ROAD C REQUIRED STREET TREES: 9 PROPOSED STREET TREES: I _ �, \ +/ LOTy6 / NOTE: 1g1' OF STREET FRONTAGE ALONG ROAD D FUTURE PUBLIC GREENWAY TO BE ' \ - - > REQUIRED STREET TREES:4 DEDICATED TO ALBEMARLE COUNTY I " l \ \ + LOT 23 oPROPOSED STREET TREES: AT TIME OF FINAL SUBDIVISION PLAT,I i P 1 LOTzz / LOT3z // / / \ JV (TYP. ° + NOTE: 813' OF STREET FRONTAGE ALONG ROAD E PER PROFFER #z OF ZMAzo1800011 r / I / ' c r' �l- / < / REQUIRED STREET TREES: 17 LOT 12 (47)05STREETTREE / / i I Z ALONG ROAD B \ / / \ ` ' F �, ' •� PROPOSED STREET TREES: 17 J + T Qom }', NOTE: 1,z87' OF STREET FRONTAGE ALONG ROAD F REQUIRED STREET TREES: 26 CAP\ LOT 1 r / +/ / LOT4s PROPOSED STREET TREES: 26 y / + -PROPOSED LANDS / / 3 / / LANDSCAPING CALCS: `MAINTENANCE EASEMENT \ / \ / / / BLOCKS 16 & 17 28.29 AC �• / _ ( ' i LOTu \ \ C \ // \ �,. GREENWAY 2.3oAC gy + POLO GROUNDS ROAD BUFFER 0.12 AC / XISTING too -YEAR FLOODPLAIN (TYP.) r' _ LOT 30 / - / LOT 44 /( , / - / EXISTING MANAGED TOTAL: z5.87 AC I / I % - -EP SLOPES (TYP.) ` -- �_ __ Lor15 / / PROPOSED LANDSCAPE / TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 25.87 AC t + / \1 MAINTENANCE EASEMENT \ + REQUIRED LANDSCAPING: i5%OF25,87AC=3.88AC i k / ; \ EXISTING STREAM (TYP. SCOTT R. COLLINS' e Lic. No. 035791 a %tiS70NAL OA z 0 a � Z Lu cc 0 Ln 00< Z J C) in z Z 11J W Ice LOrz6 0 �/j / / . J�oPo / / EXISTING TREE CANOPY OUTSIDE OF GREENWAY TO REMAIN: i�$91 SF 1.6 = AC n LOT10 �- _ 7 4 - / LOT2g \ �/ Q o�� ✓ PROPOSED LANDSCAPING: 97,115SF- 2.24AC N TOTAL: 3.88 AC Lu N ` MV(TYPJ LOT 27 NHD(TYP. YI \ r S SEOPjj OC < / ,< o�•a LOTyz I UCp 1104 LOT , � i x I I � 11 � o x .i - LOT iB : x LOT 41 I / — - NS TYP. - x , Ir- O OS STREET TREE _ 9 \ r 11 / i _ I ALONG ROAD C LOT 6 / Q PT (TYP. / LOT yo • - --- I'_- , x \ 11 ' \ / / + ROPERTY BOUNDARY (TYP.) C 1 \ \ \\ 1 OPEN SPACE 1 ROPERTY BOUNDA.) \I, / } o LOT \. ` \11 / LOT 39 7 ! JGO TYP00, PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME I SIZE JCIUANTITYJ CANOPY I TOTAL CANOPY TREES ASL ACER SACCHARUM TEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 1 15 1 195 2925 NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 1 15 1 123 1845 LAP ULMUS AMERICANA'PRINCETON' PRINCETOW ELM 2-1/2" cal. 1 19 1 397 7543 CIS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 1 222 1 329 73038 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD Vint. 34 124 4216 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 30 124 3720 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 12 16 192 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 21 113 2373 PT PIN USTAEDA LOBLOLLY PINE 4-5'ht. 9 207 1863 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 385 JGO JUNIPERUS VIRGINIANA'GREYOWL' GREYOWL'JUNIPER 24"min. 281 NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 287 PAT PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 24" min. 52 TOTAL 97715 Q O n ^ Q Lu ti M 00 z N O M N 0 0° N OO x (33) OS STREET TREE ALONG ROAD A� _ 'i - PROPOSED SWM FACILITY +, ; LOT38 01 O - L.L I \ cc TYP. / + W �� , � LQT6 �, �• �, � ,,' !'�� _.� � MATCHLINE SEE THIS S EET 37 APPRO I !. ' Community the Albema'22count� W G J - o unity Development Department / o J I EXISTING PRESERVED ? ,' Date September 9!�20 + P` + J0 Q / 1 / J File#1 SUB2020-141 `�h Q y � 0 U / , . / +, Application Type Prelims PI t J� y�oJo J w Z LOT36 \ / �:. .Lead Reviewer: Meaanid'edostUo / �,oQo�Q / 1­4 \ 5 \ ASL P / r. LOT r C - Sri / / + .\.. . ' . \ OP \r \ \ UAP (TYPE / / V U PROPOSED LIMITS O ;CLEARIN�P. AC \ LOTH \ "- 4' / / -" + / Q ROPOSEDGREENWAY(TYP) . PROPOSED GREENWAY (TYP.\� \\ / ` / \ IGS (TYP G \ *0 \ PAT (TYP.) W 010 .f�° \ (86)CIS STREET TREE + / ' / D t;'D ALONG EUSTIS AVENUE000, ul �, s4'� ! + c'��iy'0o ,.`- S _ / (86) CIS STREET TREE `_' ' •/ 90 ALONG EUSTIS AVENUE W L0 Conservation Plan Notes: \\ LOT '�� e // ��—Lu i + 11� [ 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 ��'-gip ROPERTY BOUNDARY (TYP.) (n O ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE + r CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. \ ' / / - �- \ '✓'_ j + / / ' I .' ' I �.� I / /,' • ® J 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION LOTzCID MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES \ y, \/ _ / .' / / / I I I,YO +," / / •+�• • • W TO BE PRESERVED AND PROTECTED. / EXISTING PRESERVED A,' < � STEEP SLOPES (TYP.) � 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER J \/ .' / �` / I _ / �f • MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALLiv ' / // NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. \ , / �- i i I - �" /. /•'•',' Q H �t 1 ffnn 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES \ - ' L0T1 / �/ - a TO BE PRESERVED AND PROTECTED. I, ! ASL (TYP. j + / C] 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF \ / + / \ 1 i \ O = / • • . - • . • _ • _ • N TREES TO BE PRESERVED AND PROTECTED. j / PAT(TYPPROPERTY BOUNDARY (TYP. \ / 0 O 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS \ r/ / - NS(TYP \V(TYP•)\� ,, / O �� •/ - •� BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY - ��„' /./ / / ` - / '• / --• • • - 1 O w ENGINEERING DEPARTMENT. - -- _ Au 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 1 "� �, - \� - �(, \ UOO // -® 0 w OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE, TUNNELING SHALL -^- ` /,!, BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL I ; • >• O / • ' 0. (n SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / // I O�// �- JOB NO. B. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE SED SWM FACILITY i —" '�•=L - �! • • • • • • - . • • • • • • • - J PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH - +'� / _ - _ _ - _ ` - - / 1821 SO THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS / / RAPHIC SCALE J— PT(TYP.)- - - _ - - • • - • • -� - INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / / I — _ , SCALE 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE I I _ _ _ 'O JV (TYP. ,'� 1 °=4O PRESERVED AND PROTECTED. SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON'- BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND ' /� P°LO GRourvDs / MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. EXISTIN ROAD SHEET N0. MATCHLINE - S E E THIS SHEET + + 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION ( BLIC IN FEET) VAR, WIDTH PUBLIC ROAD CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. - o / / 1 inch = 40 ft. �` rW `-�_� `�- 17 y .O �5 DOUBLE STRAND#xx GAUGE WIRE . ... •�� I �••Y. _ ��s —$ •f /;_,,! % WITH RUBBER HOSE & TURNBUCKLES • :.: • i I • :� — °—s - •—"��s' '/' • ��' \r i z"xx' HARDWOOD STAKE 1 `� v� �--• f/ - CUT &REMOVE BURLAP FROM TOP _ --- - ' - I• zi" - 213OFBALL ASSHOWN - i•� —� O _ SCARIFY SUBSOIL TO 4' MIN. DEPTH MULCH SAUCER ` . ` . - PROPERTY BOUNDARY (TYP.) - PROPOSED LIMITS OF (_LEARING(TYP -- - -- — - - Y FINISHEDGRADE TREES UP TO 4"CAL. SHALL BE STAKED, TREES 4'CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED FUTURE PUBLIC GREENWAY TO BE TWISTED, #n GAUGE WIRE WITH HOSE DEDICATED TO ALBEMARLE COUNTY PROPOSED GREEN WAY (TYP. / E L AND TURNBUCKLES. LOOP HOSE AT TIME OF FINAL SUBDIVISION PLAT AROUND TRUNKABOVE BRANCHES ' AS SHOWN, FLAG WIRES WITH PER PROFFER #2 OF ZMA201800011II IILII' COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. a. EXISTING PRESERVED �TII�- -III-11 IIIII STEEP SLOPES (TYP-) AMENDED SOIL MIX COMPACTED SUBGRADE <_ LOT=4 Tree Planting and Staking Detail PROPOSED GREENWAY(TYPJ m y y y ' LOTxo3 \ _ ` Not To Scale w v y '\, \ NOTE: NO STRE TR ES PROPOSED IN THIS AREA) LOT iox \ TO ALLOW FOR A FUTURE 8L0 �1 ENTRANCE r W - - — �__ •v y y W [t \ LOT xoz LOT 100 LOT 94 LOT 99 OD \ � `/ - - 'I Iil ' LOT 96 lI LOT 97 II (26) OS STREET TREE _ - � � / s / i W ' � • , • OO OPE \ `\ LOT93 O \-----_ \ ° 1 I _ROA$ \ RO pJe��C0.0O ' SPAC ALONG _ CFAS (TYP.) LOT59 PAT (TYP.) 00 O \ / / \ y•. R R —W% _ (86)QSSTREETTREE� + N _ - w � 1\\ / ry \\ •� f) 1 �— ram— �_ i 1 ` ' S 1 LOT Bx USTISAVEINUE LOT 92 LOT 58 !, I •ate-�- 1 I•'��, i — - - w� w�Ns (lT�YP.)-�1 _ { O' I x -- `` 3 i } 1 1' s N I - PTITYP.) PROPOSED LANDSCAPE \ LOT Bx MAINTENANCE EASEMENTOT8 } \ PROPOSED LANDSCAPE y R ' I ` 1 LOT57 LOT gx \ * - - it ! ` 1 4 \` \ `\ MAINTENANCE EASEMENT } I 1 1 I I I JV (TYP.)-___�._ -- t \ O LOT 86 -I L OTB7 I I I 1 1 I - 1 . LOT — — — — - �_ L _— _ 1, 1, III' 1 • QQ \� LOTgo / LOT89J, I / / t _ o I LOT 96 J I I I I III I,�- , II •x 1 OO 1 I I I I I I I III i I I IIII II �� LOT0 CC EXISTING MANAGED STEEP SLOPES (TYP.) -------- EXISTING 100-YR FLOODPLAIN (TYP. I I Ii n°- I�d I1LOT _4 LOT55 _ CCM(VTY(TPY.O LOT 73 I I P.I I c _ 1 LOT 74 I 1LOT 75 LOT 76 LOT7z 't- I , LOT77 \ 1 XISTING ST REAM TYP. \ \ I PROPOSED LANDSCAPE i — ALONG ROAD gTREE I { 'UP \ I -- I \ \ I _MAINTENANCE EASEMENT - - I O FUTURE PUBLICGREENWAYTOBE (TYP.) DEDICATED TO ALBEMARLE COUNTY sa AT TIME OF FINAL SUBDIVISION PLAT, UAP (TYP. OO ` PER PROFFER #2OFZMAzoi8000ii I /<' LOTn ROAD E _W_W 1-4---I I if W — PROPOSED PUBLIC ROAD I APPROVED - - - - - - i l �w - 54'PUBUC RIW— V� _ _ �� Oil by the Albemarle County ROPOSED GR ENWAY (TYP.) x x - _ I LOT 53 i I Community Development Department „ k r> I O Date September 9- 2020 File# SUB2020-141 _ _ J Application Type Preliminary Plat Lead Reviewer: Meaan NedostdD k� 'I LOT6 .1,/ 11 1 / � I I � I I f f I I I LOT 7 1 J \ `�, � ` — \� --� I I I I I I 4 / LOT ROPERTYBOUNDARY (TYP.) I I L0T6 I a 1 p } NHDITYP. f (27) CIS STREET TREE i I I/ 1 ALONG ROAD E - - O f y l/ OPEN \ \ \ \ / r 10T 6g I LOT68 SPACE \ \ % LOT Sx I li s % GRAPHIC SCALE \ \ \ \ ` - b` LOT63 / „ / IG (TYP. 1 40 O M 40 lb \ / \ PROPOSED LANDSCAPE / \ \ MAINTENANCE EASEMENT / ASL(TYP. �h _ IN FEET)- / 1 inch = 40 ft. \ \ OPEN / 1 / / ' % --, LOT EXISTING PRESERVED \ \ SPACE / } So JGO (TYP. _,-�STEEPSLOPES (TYP.) \ \\ LOT62 / NOTE: N STREETTREE? PROPOSED-NTHIS AREA \ \ \ \ TO ALLOW FOR A FUTURE BLOCK 28 ENTRANCE LOT 49 _, 7 ', LOT 17 I �;i f //\\ \ r LOT 61 LOT 18 \ \ \ r l P 3 + r� l PROPOSED LIMITS OF CLEARING (TYP.) LOT16 \ \ / - M ATC H L I N E - SEE SHEET 17 \ \ / �```��✓ �/ � III_ III_ III_ /r `' \1 N � \ � / \\ /' . / •,.• \ LOT 60 / / • / • � - OPEN / ; R + LOTxg SPACE \ - / r / �' vN \ �� OPEN SPACE � 3 r M NOTE. ALL LANDSCAPING WITHIN THE STREET RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FOR A STRUCTURE IN BLOCKS 16 & 17." TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"M2' HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION 'I# I�r GUYWIRESWITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE TOPOSTAKES HARDWOOD STAKES, ALIGN TOP OF STAKES Q\1%`I r{MULCHSAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 11 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH I(m II COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale 1992 FENCING AND ARMORING BOaFD FEM(F ttRD fFMCE vy>5T[ RwS CORRECT METHODS OF TREE FENCING +^ CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC 338 Plate 3.38-2 I 111 - 401 I loony of AlMmad. i X l nrnen anon IN n 1'Mrklia -'ro he pbr<d nn Wnduape Ignnr I Illam"u � k Pr nLZNJ.I11.2N9 for amrpktr rpran.munn.) ,, ; I 1 Imlon a nunr>n<Mn onlM oleo: LI fr <7 ii:mefclemirlg lmm Aa dnplin<of b<btn ha wvedf, I D LwwnalW rypc ol'!nd vvrmang. D ()rase cnmlgn lequmgl ttee wdle or walls. 1 , O PmMW"nch:vtlah ndlnpb<yvnath Imtaofclw:rlg. Y I � + ) larkllrr. D �Il r r� Y anaal shill be varked mtM1 pnnt ar nbberr. er a helghr Jray w do to agmpmem npemtm. D .. (r-I u.Iwll hegln mll lle n.<mmkn8 hen bwm lnpuclM rndygrevral lry'x<•:xumlm!mi<r 3. Pef ormraalon(onfmnn '' I fl I I I II I I rl < m<>.ndl b<rwl<w<a wlm m<..mlrw,.n,�>n< I! a. F.ulom trgulom t (mod a Sl�a Sly fl II, 1-pvmn. vli �Im h�a'cnn laemper(canNrrdum mNmdn cehMi�gudl Jmllnnbr p.•rmitlnlwillnnlMbtplinb of nee / 3 v l I I / # S �ol!krnb an�Yl�atl����n L�k� D each aefaa ebdl n.+udvmdy aR<a lreeambr+r. <d. / p Ilrer / ; fl )Imm<not pemlmeamaun l0. km nfthe dnpllne of rrcn rn na Betel D 1'n ta:ala (hill oN De nnred ankn tU0 teW olYhednPlmC er Nte m CB Barad / 1lf 1 C Prwlmin F u<Inv- / 3 D )'reea I F<rdmrua wiaun aU kel Ma Ixepnad bmlNvf orgraLllg aroviry mall be pmtemed FY femnp D rondng slWl Nin plxceml rhall be maps-Ilad alga appm+ai bye Caway lnrpxcr pria'rn pmdnge ,x o•nenvdinn. r� f. TroeWdb. ID WIMn IM1e gnnvwl lavrl rnval hrauai wirhi'rh JI'pl' ,fx ltrc M•bemvnl xnm well YWl bens, del mnlnu, .mummtkbd 111 3 rW®ued (or aPPresd. ts. rrrenu.: D whnl he pnMrM I.mel minl he IowelM wirbn the dnplirc a nee u, Fe wwe'L v Iree wnll shell he pnmdN, aM n an"nucnon:kuil PROPERTY nl nmr rtr Pnrd s BOUNDARY(TYP.) ))• )r.Mrl a) ndrr D N'1 n dr' 41 it raluired wiflan IM Innirx ol'clrenng it xhdl Iw d" rc x. fM awl from IM1r minks of lrtb n prswtlr TmmeM1llg un(R a nPp<IrW alWll fM unlMaW{'d Y an al l<TnYv<w:l<II n Ir ,mnaWl<a min I%O[6�OZKnlllp w11t apWP f0[a2r [4N a, / ® Ymrmne f<nang shall P<melart ilemF rcmnved iwnp the OnN dmmup Ix. Irarawa I'.0 53 IMmry¢al rob. IMrremM imr ,&atdybypmmW NMhmnmmotl mal>:WrnemnmM byan V=Wi". NOTE: IT IS IHl: OF ELOPI:MS NNSPONSIMI.r1YTO(X)NPERW)rHTNE(7ON7RA(SORONTREF.CONSBRV,\TION RE0(111EMEN)'S. 7/27/2020 CONTRACT PVRCIIASER SIONAIVRE (DATE) $flea Pape I of 1 SCOTT R. COLLI = Lic. 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