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Home My WebLink AboutSUB202100066 Plat - Submittal (First) 2021-04-050 GENERAL NOTES OWNERS: TMPo4600-oo-oo-oi9B8 CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi9B8 D.B. 5346, PG. 256 ia9.69 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oi800m WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND 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 9, 2oi6 BY BOS WITH CONDITIONS. NOTE: VARIATION #3 IS BEING PROCESSED WITH THIS INITIAL SITE PLAN TO INCREASE THE MAXIMUM ALLOWABLE UNITS WITHIN BLOCK Iz AND BLOCK 13 TO BE CONSISTENT WITH THE ALLOWABLE DENSITY WITHIN THESE z BLOCKS (z UNITS/ACRE - 6 UNITS/ACRE) TOTAL PROJECT AREA: 04600-oo-oo-oi9B8 - ii9.69 AC. (PORTION OF) BLOCK 12 - 9.28 AC BLOCK 13 -12.92 AC TOTAL - 22. zo AC PROPOSED USE: 96 TOTAL DWELLING UNITS 39 SINGLE-FAMILY DETACHED UNITS 42 SINGLE-FAMILY ATTACHED UNITS 15 TOWNHOUSE UNITS ALLOWABLE DENSITY: BLOCK 12: z UNITS (MIN.) TO UNITS (MAX.) PER ACRE BLOCK 13: z UNITS (MIN.) TO 6 UNITS (MAX.) PER ACRE NOTE: VARIATION #31S BEING PROCESSED WITH THIS INITIAL SITE PLAN TO INCREASE THE MAXIMUM ALLOWABLE UNITS WITHIN BLOCK Iz AND BLOCK 13 TO BE CONSISTENT WITH THE ALLOWABLE DENSITY WITHIN THESE z BLOCKS (z UNITS/ACRE - 6 UNITS/ACRE) PROPOSED DENSITY: BLOCK 12: 27 UNITS BLOCK 13: 69 UNITS REQUIRED SPACE: Bzz Bz3 OPEN SPACE PROVIDED: CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o 1 3.2ACRE5 I z.o ACRES I o.o ACRES I 4.2ACRE5 o 1 1.4ACRE5 I z.i ACRES I o.g ACRES I 3.4ACRE5 TOTAL BLOCK zz & 13 GREEN SPACE REQUIRED: 7.6 ACRES CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o z.B ACRES z. ACRES o.o ACRES .z ACRES o z.z ACRES z.B ACRES za ACRES aACRES I,I I I i 1, II \ I Bzz Bz3 TOTAL BLOCK zz & 13 GREEN SPACE PROVIDED: 8.3 ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM -3 STORIES / 4o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL -BLOCK5TOBLOCK i9 BROOKHILL -BLOCKS 12 & 13 INITIAL SITE PLAN PRELIMINARY SUBDIVISION PLAT RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA II yI VI ` I \ I I I I I I I I( I 1 I __/�"�' \� .,.,.,.,., III \ -- ---- - \ L6r I e: I I--- Lor li li LOT li I' I� Lo� �� II�� LOT LOT I� �i ` SPACEOPEN '� - - / - � \ � � LOT � PACE /� -y. OPEN 37 LOT III ' ' I m / Ss � "] -_ __.I OPEN s3 i .. � LOT I' yl eT p //''��// �\C.T SPACE-- LOL.I�13 -- " - LOT LOT 7 / d • - V -_-_ -_ _ - '� LOT I DR - LOT - `-- - ------------__..---BELFORD DR -.. LOT �� I I L68T oT or 4- OPEN oT 44 ��_ ✓ / oT �I I_ S ,.OT ROPOSED GREENWAY SPACE /� Q s ZIql I �= r O - f- OPEN \ SPACE •• l � ��\ �- LOT � II EXTENSION OF ARCHER AVENUE TO ASHWOOD BOULEVARD TO BE COMPLETED (UNDER A I 9 SEPARATE SET OF PLANS) IN ACCORDANCE a9 - \WITH THE APPROVED BROOKHILL PROFFERS. - 'o• � PROPOSED GREENWAY go-go � 7 _ ,_• ... 1 \ LOT FRONT SETBACK: 8' MIN. & 25' MAX. ".',, 1 I II - - a -- ++ � - ..._ ` ✓` Lor ` \ \ / � I ; = - - PORCH SETBACK: 5' MIN & z5' MAX. _} III I P 1 ! A LOT SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK. 5 MIN. & NO MAX. I, REAR SETBACK: 1o' MIN. & NO MAX. GARAGE SETBACKS: i8' MIN. SUBDIVISION STREETS: CURB & GUTTER _ Q i \\\\� LOT S 1 P, ��.�CROP % / /� - --', II LOT I `7 LOT III I\ 1\ :•j �\ I1 Lor �{ - //\ LOT \ I , _ � I `. \\ �• [: 1 I L ' LOT � 301T K12 LL � - 1 A I•�1 •..� \ i LLJ ID V' 1 WATERSHED: SOUTH FORK RIVANNA RIVER U �.__ p/, ,C �� A __� � -SPACE v ___ C, - �I _. LOT �, I � ) �� AGRICULTURAL/FORESTAL DISTRICT: NONE 'I�' `1 1 t I 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, 2015. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF 2019. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED. PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. -- LIGHTING: NO LIGHTING IS PROPOSED. , PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (i) PHASE OR A TOTAL OF\ (z) SEPARATE PHASES. RECREATION: TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: TWO (z) 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 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3)-- BLOCKAREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY 4, zoo5. 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. F�`77OQ `\, " qC0 ,4 i LOT _ 1 1 � is I _ 1 I aT r-- OT I PROPOSED GREENWAY l „- 1 m, / / �• � •�� - \` _-..�:��- \ I -Lor j '' �- � 1\ I � I \ �\ LOT ` I I LOT PROPOSED GREENWAY / OPEN r I LOT �+ 0, SPACE _ 1 I \ A I% 1' 1 LOT V A ) r. T 13 v1 �j I ` - ..T �> Lor1� Lor - ' . - • > " • - - +'v .�' ..? OPEN a � ' . _' • . •' • •" ' � � ��-:_ AA. �"+ � � `� SPACE N e� r) 0 t. 0 r LAND AREAS: BLOCK12 BLOCK 13 TOTAL----��-��--_- OPEN SPACE: 1.40AC i.8o AC 3.2o AC(14.4%) LOTS: 3.i7AC 5.8oAC 8.97 ACRES (40.4%) ? _ ROW DEDICATION: 1.86 AC 2.98 AC 4.84 ACRES(21.8%) L PROPOSED IMPERVIOUS AREAS: ROADS: 127,915 SF SIDEWALKS: 37,340 SF BUILDINGS, PATIOS/DECKS: 167,620 SF DRIVEWAYS: 47,570 SF TOTAL IMPERVIOUS AREAS: 380,445 SF (8.73ACRES) 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 iA. TOTAL PROPOSED UNITS: 96 TOTAL PROPOSED AFFORDABLE UNITS: 14 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. SHEET LAYOUT SCALE: 1" = 100' PQCQGRQUNOSRQAD VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title i COVER iA PROFFERS iB PROFFERS 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 UTILITY PLAN 9 UTILITY PLAN io UTILITY PLAN ii GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 23 GRADING & DRAINAGE PLAN 14 NOTES & DETAILS 15 NOTES & DETAILS 16 STORMWATER MANAGEMENT PLAN 27 LANDSCAPING PLAN 18 LANDSCAPING PLAN zo TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB 77 PROPOSED ASPHALT PAVEMENT _77_ .] EXISTING VEGETATIVE/LANDSCAPE BUFFER ------------ GREENWAY BUFFER - -- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING --------200 ---- EXISTING CONTOUR ="o PROPOSED CONTOUR 506.71 TC 506. 21 EP PROPOSED SPOT ELEVATION 7BC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 Tw 506. 21 ew PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO 0 OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. Cb•LLINSZ, Lic. No. 035791,a Pow 4/S/21`�� tisIONAL EEO` ri Cn ti O M cM N cy) V L N [] Cn N N W> LI..I _J J U) r w O _ U LU WY in C. ZLLI � IJ LJNJ Of J< 0 O N U Q z 'O by ,-1 m LU G C6 LU /� LU V / O Q U z 1 66 rl Y O W J �1 O w O F- F- r w w x ILn 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 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR., TRUSTEES; CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; 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 refered to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cress - section of Polo Grounds Road ( Improvements"). "Polo Grounds Road Ira ") . The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit ( ), g or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housingobjective through a vane of housing es including but not limited to for sale units rental units J 8h variety g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit') for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the P Y gur , ( g ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement P and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J P g Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tern, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply 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, (collective) referred to as the "In -kind Y Contribution"). The In -Kind Contribution amount shall be 28 336 662.00. The Itr-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, ( h g J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally, The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 SCOTT/R. CULLINSZ Lic. No. 035791,E P 4/5/21 c`j z O a r U m Z w M 0 V) O Z J o a in F- > z w rr \H ui li WN N LU J J w �n Q U L LJ in ZL LJ L LJ r_ C/) JW Q J OO O N U a J z 0 U) t--t r-t 0 Z) Ln J LJJ 66 z a J LU I_ 1- 4 u) J Q r-t z I-1 I T_-I 06 rl O J m J J F� O U w 0 a LU LL. LL. 0 IY d R m JOB NO. 182150 SCALE N/A SHEET NO. 1A W PHASE III ROADWAY IMPROVEMENTS- ' PHASE a \ I INTER Z PHASE II R AD AYIMROVEMENTS SECTION IMPROVEMENTS O / O PHASE I ROADWAY IMPROVEMENTS NZ PHASE IV INTE RSECTION ON IMPROVEMENTS / ArD w / 0 t W r wwGAouxDS Row/ _ i E� — f 1 ! W - - - - - - - - - ` - pDUN' TREE Rr' PHASE I INTERSECTION PHASE IV R ADWAY MPROVEMENTS IMPROVEMENTS GUR BROOKHILL TRA C PHASING PLAN , rt rUpF •M 6aP.nnsFrRcf�. qSy� � \ ��aAAV r W- \ CRO55,WALK DESTR)\ -u aTFBa1 R F BNNq$ \ ) E%ISnNG TREEMEA \ \\ \ / OANCRETECO ACLTgs1 TO PROPOSr� VOMRDDDUT@ 9\\ 0 \ l" BAPROVEMENTS-SWM P(,!0 I _ 1 \ Of I ;.'CoopPOSEDSTMEOET'1RE\FS MONEROR RO\A \• z P` SE LA"D F 1 , $ C TING OF EVERW 5 AL GCONNECTOR A ' a 1 (�) ) i PROPOSEDP I PAIHIIIAVC E " i Y Y Y--c-J•--� \ N III \ I \ y. PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONS CONSTRUCT(.)NEW WESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WDH B75OF STORAGE EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM SR' OF STORAGETO 20e OF \ STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN OPERATION. INTERSECTION 2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (O LEFT -TURN AND (d RIGHT -TURN LANE CONSTRUCTANEASTBOUND LEFT -TURN LANE ON POW GROUNDS ROAD WITH25R FEETOF STORAGE INTERSECTION 3 • OA RIGHTHN /RIGHTAU ROADWAY E TRANCETOROUTE2S • CONSTRUCTSTRURANORTHB OUND RIGH TURN AN EON US 19 WITH xoR' OF STORAGE. PHASE II INTERSECTION IMPROVEMENT S INTERSECTION 4 OTNORTHBOUND ROADWAY TO PROVI DE (I)LEFT TURN IANE I (TED MEDIAN T LANE • PROVIDE PAINTED LEFT -T PROVIDE WESTB OUND LEFT -TURN LANE ONA OFSTORAGE. BOULEVARD WITH IPEOFSTO AGE. _ RESTRIPE EAS TBOOACH TO FROM • BOULEVARDAPPROACHTO PROVIp (s) RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS __ ____ INTERSECTION S CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE(x)LEFT- TURN LANE AND(.) RIGHT -TURN LANE CONSTRUCTAN EASTBOUNDLEFT. TURN LANE ON POLO GROUNDS ROADWAYWNHx&OFSTORAGE WITNESS the following signature: OWNERS oo�F fTax Map Parcel 04600-00--00-018AO: By: e"f 9l / /4 �CHARLES R./31A GH�!•7 By: �'t"LeQY�cIUl x*.sux. lY-OLW .� IZABETH ANN OGL BYYH UGEI d Dale: x rZa 117 OWNERS of Tax Map Parcel 04600-00-00-01800: By: , CHARLES R. HAUG�USTFE By: DOUGLAS B. OGMBY, TRUSTEE Date: 5- W—/q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Q= .. IY- Yt�n EA�J iU C Ann O. Haugh, Its President Date: " SA tot 9 Page 9 of 10 NOTE: POLO GROUNDS ROADWAYANDI SHOWN IN THISEXHIBITIS FOR ILLUSTRA / ; X' FINAL DESIGNAND LANE CONFIGUMTIO / t. ROADWAY IMPROVEMENTS WILL BE IN A, APPROVED TRAFFIC IMPACT ANALYSIS AI CONSTRUCTION PLANS FOR THE ROADW PROPOSED SALAMANDER CROSSING (3 TOTAL) \\` 29NVERTED RETAINING - WALLOD CULVERT HEX WALL SYSTEM PoCO - �y�„• _ t I ^� L SALAMANDER T N U NEL \S THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT i I\ ` 6l1° i i H #-• 7 ACRE ELEMENTA SCHOOL 1 I FIGURE E: B SCHOOL OWNER of Tax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation By: QJAAi C9 zd64449, /- AA-Ldal.,,& Am OO. Haugh,' Its President Date: «•S• V., '.2,019 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: Q.t 4 0. r-J. ` 74 Ann O. Haugh, Its President Date: %!21L 5; ao t 9 Page 10 of 11 ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-0191111, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1D, IH, 6, and 8 of the Proffers that were approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-11. BE IT ORDAINED b the Board of Supervisors of the County of Albemarle Virginia, that upon Y P tY r8 P consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P g, g § 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to uro, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup rsors Mr. Dill Y Mr. Gallaway _ Y _ Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Ma Parcel 04600-00-00-019B1: s''-' P ✓ BROOKHH.L APARTMENTS, LLC, a Virginia limited liability company ffS)LCOTT R. LLINSZic. No. 035791,1, By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, M ger ��SSIONAL E�Ol� By: Andrev cGinty, Its President Date: S 23/2o raj BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend MI'L Manager By: Alan R. Taylor, is President Date: �rW � q Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and 9 , WHEREAS, the Virginia Department of Transportation 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. PP P P 9 NOW THEREFORE BE IT RESOLVED that the Albemarle Count Board of Supervisors , Y P hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Countolpervisors Ave Nay Mr. Dill Y Mr. Gallaway Y _ Ms. Mallek Y — Ms. McKeel Y — Ms. Palmer Y Mr. Randolph Y z O a < Lu Z 0 (A O z J O F- En � z DJ u � W W W IN N N in w LL O �1 ZD �I W V) LU 66 I..V z a LU U) LU Ln LL LL Q d z 1 06 O W O Lu O LU F- LU C1 W i ciii JOB NO. 182150 SCALE SHEET %A o. 1B H OFF NOT SCOTT R. LLINS"Z __ LiC. No. 035791 PROPOSED TRAILHEADACCESS AREA T V-`•qRb r l PROPOSED ASHWOOD BOULEVARD CONNECTION — OR UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT TH J y rJ Z Z ~ �o��Sgl 4/5/21 F OR MORE INFORMATION REQUIRED BUFFER \ 7P N Lu w ONAL E1SG1�� PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO rr �� *_•, / / / J C] ^ ^ O W a CO m TRSING ACCESS THE MULTI AILWA _ ,�, SHWOOD w a' CL -USE A W LU o voo 1 I € W \ FOREST LAKES < \ „ \ NEIGHBORHOOD c T .� a r C' I SITE Z W IMPROVEMENT • 4 BS-1 < r E 1 � O P S P � � I � c w k SWMFACILITY # COUNTY OF 3 3 'MIN. NATURAL BUFFER EMARLE p 3 ROPOSED PRIMITIVE TRAIL WITH - �� \ R 7 O M 00 7C�S q0 UI m t Z w Z U W ' CONNECTION TO FOREST LAKES i P OtO GROUN pSROgp rm _j J a JJ < U O a J a IIl --� -- PROPOSED © / I' ALBEMARLE COUNTY -� RESERVED STEEP SLOPE O o _ ? PRIMITIVE I BLOCK 1 TRAILWAY 3 I (TYP.) Q, 0 o N 1.1 z C l ° Z u v, o � m n - -. TRAILS (TYP.) VICINITY MAP: SCALE: 1" = 2000, h� DEVELOPMENT I w g 0 AN COURT 3' o O o¢ GENERAL NOTES / AREA (TYP.) OWNERS: TMP o4600-00-oo-oz8oc TMPo4600-00-oo-oi8Ao< , - R. & Lu - BLOCK IS III E D 1 - >,- �,,.,; I��-----' ,' '' / -s�• vd�• _ n ` _ HAUGH, CHARLES R. & HAUGH, CHARLES E.J. OGLESBYJR, TRUSTEES ELIZABETH ANN OGLESBY H. PARK T SEMINOLE TRAIL OP ,-, ✓ - I ' 1 x CHARLOTTESVILLE, VA xagoi CHARLOTTESVILLE,IVA xx902 z > 4 _... . CC HORNE LAND CORPORATION _ �' LONN ..'. / -. EN TMP 6 CROCK ETT CORPORATION SOPACE E GO HAUGH & H LVIN z0 i (TYP.) 435 PARK ST � , t y __-" <,- ,.• f „y i I BLOCK 12 °; - - PROPOSED CIVIC SPACE- �.�0 ; /_ 'p� \ --� ,j CHARLOTTESVILLE, VA 21901 f7 ? C7 Z M I BLOCK 1O \ i - I '` \, ` °•`, BLOCK 1 _ ' I _� //' a EASTERN POCKET PARK ' (LOCATION TO BE DETERMINED O' 1 O- ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 O w O w O u EXISTING Zoo -YEAR y : = -1\\\ WITH FINAL DEVELOPMENT PLAN) "• -- CHARLOTTESVILLE,VAxx903 W W z _ _ FEMA FLOODPLAIN (TYPJ g: , \ _ i M__ 'X\I`\ \"•°, \ '.%�%, _., `... --- _ _ •,_ __, PROPOSED VEHICULAR - INTERCONNECTION ACCESS \/��y ` I ENGINEER COLLINS ENGINEERING zooGARRETTST,SUITE K z J a z I- z O � z O z g a ` BLOCK g PRO IVE --`Jl ',. • — ' - CHARLOTTESVILLE, A xxgox v Z ZG O Co g _ - _ \ ` •• ` / - >, \ ,1 / -.�I, — TO THE MONTGOMERY - , o' MIN. NATURAL BUFFER _ Co FF Z z a w ^, o ROUTE z ` - e ( , •� °°i�/ :: ( i' RIDGE NEIGHBORHOOD / / - o TAXMAP&ZONING: 0 6o0-00-oo-oi800 0 6o0-00-oo-ozBAo 0 600-00-oo-oi oo Ln u o o w w IMPROVEMENT PATHWAY \. .. ♦ � e � �;, i F • r OPEN / # - a ►R ! %�_ ' / O D.B. 73z, PG. Ego D.B. 1333, PG. ySo D.B. 73i, PG. 690 H � w a m +�+ g O w g o u z w f C) m '- I/ PO ED CIVIC SPACE '�• \ ''.. SPACE i , -� }�• \' , r / ALBEMARLE COUNTY /i R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL uj o E f - (TYPJ : ` BLOCK II G ENWAY ""' , �. e 1 .,h \ / MANAGED STEEP SLOPE (TYP.) y RV- TOTAL PROJECT AREA: 04600-oo-oo-oi800 - 42.55AC. a z a z OU 1} i (l'YP.) \.., „ ° 1 \ ' '�' /�. MPD ROUTExg ,�I ` I. .;;.; �; e,�-. . j li ''z "' �\,O 04600-oo-oo-oi8Ao - 27.2AC. 9 g g z IMPROVEMENT li•`. :- - .,` -: - _ � .,- .. GR(TYP.)AY ,�, A-.�0':' ,.-" ``�% ':'-. ----- ` BLO CK 1H RO V o4600-oo-oo-oigoo - 2o7.66AC. AC. TOTAL 00 SWMFACILITY #z PROPOSED So BUFFER GREENWAY'.: --- (TYP.) \ � --' O UPLAND ,�. a - ,.. .� ,..- ./°° '' PARK °.ee \\�\\�`� °' o� -� �. r� aG� ( �� z77.So PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT N Cie N 1% J ¢ LL AROUND VDOT STORMWATER- I MANAGEMENT POND ) "- '•' '� { ` "' ° 'EXISTING ARCHAIC WOODLAND � •, "-., -' �� \ \ �`, '; CAMPSITE AREA TO BE PRESERVED ! DEVELOPMENT .y..:, , AREA (TYP.) \GN�� M O TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY ao15. z g z - , i , C� J' I — ,�/-. ,. /ff""" i � • - � - �z \ "`ri + - ' ;, �"' eur h; BLOC K 16 ,'; %, BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, zoi5. O F JO v 0 I$ .•° Y •„�; � ,,. ... \<�.,\ 1, DATUM: NAVD1988 w z C) I --I (n n O EXISTING ioo-YEAR CA I_I Z m TREAM BUFFER (TYP. ° d • °,,• �k \ . \ FLOODPLAIN (TYP.) ` ` °° - UTILITIES: COUNTY WATER AND SEWER CV \ ~ o'0o BLOCK O � �" ` 'S / c''�) /J FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD w m �o w ® Q PROPOSED RIGHT IN -RIGHT OU �' 4 z �� _ a i BLOCK q \ / v DATED FEBRUARY xoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s e INTERSECTION IMPROVEMENTS. w 0e III SEE BROOKHILL TIAREPORT Sa Z .� �,,,, _ _ TRAFFICCIRCLEROUNDABOUTMAY{ �� / _ V I ALBEMARLE COUNTY ,'A-"^^•>E-->- i �--- PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢ O --� o N 0 .+ 0 .-+ 0 ., o _ cc FOR FURTHER DETAILS: '', MAIN STREET _ BE CONSTRUCTED AT THE ��PRESERVEDSTEEPSLOPE -� "'-, �� f' `^ MONTGOMERYRIDGE 3 BLOCK 5 %;;> , NOTES: N vi j BOULEVARD ENTRANCE •.-r•. 3 INTERSECTION OF MAIN STREET AND (TYP.) - i THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 / / �' /� NEIGHBORHOOD z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. C z / - z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE (V G Q ' l SPACE € '%� I - J % OPEN - �/ � DETERMINED WITH THE SITE PLAN PROCESS 7 Z C� I""I J TYP. � 1 - - -- f ,,; L (� ) i .a ;PACE , ,,yy\ ; T� > 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH � J 0 - ' •' (TYP. BLOCK1 I _ ` 3 '� O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J \� LL.I I EXISTING ioo-YEAR PROPOSED a OR FOREST LAKES. �\ / LLJ i FLOODPLAIN (TYP.) s.: a, RIMITIVE o ,�� £' 4i �d J S- THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN W T.M. y6 - i8D I TRAILWAY I -' 2 O� O G THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS J (n CRAFTON CORPORATION _ •, I BLOCK O OP O TO THE FLOODPLAIN. 7 Z J Q 2 DEVELOPMENTAREA 0 I ( BOUNDARY (TYP.) / �/ (� f�\D a 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN LL� _ > z c G _ - - PROPOSED NEIGHBORHOOD CENTER i _ I \ / IMITS OF PROPOSED REZONING � ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE C Z U) Q J 3 - / (LOCATION TO BE DETERMINED BLOCK 1 WITH FINAL DEVELOPMENT PLAN.) -L ,. p 7 _ Z L PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. i"' LLI _j J ## ® _ _ _ _ — — — — _ ^f 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PIMP Q U r--, Q PROPOSED zoo' BUFFER ALONG RT. x BLOCK / : s . � � �I � -" • �''*", `" HISTORIC ' `-� - ,. INUNDATION ELEVATION WILL BE PAT F THE FEDERAL EMERGENCY MANA EMENT NUNDA ION ELEV O L R O G G SAFETY ACTION PLAN. � LLJ Z - � uj Lu 7o' NATURAL LANDSCAPE BUFFER, &3o'LANDSCAPEBUFFER' lF ) ±ACRE _-�, BROOKHILLPARCEL BLOCKS �.-__BLOCKS �, ' '�� '- r f--� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FORADESCRIPTIONOFTHE 5 Ln J F-I Q ALBEMARLE COUNTY " `� ` •Y - ` �/'�{ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. V NOTE: A PROPOSED MULTI -USE PATH APPROXIMATE LOCATION OF MARKER FOR THE _ ' _ ANAGED STEEP SLOPE {Z,,, \ �. r �" \ i� - - TYp GREENWAY '� - � ( ) -�J / �\S / 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER <L J Q = J J J IS PROPOSED BY VDOT ALONG THE " ROUTE FRONTAGE OF THIS ` HISTORIC BROOKHILL PROPERTY; \ + r — - (TYp,) i , _ ._)- '. I `• 1 � � ) ,� MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. f✓ H � � U Q I --I zg 4 PROPERTY. PATHWAY TO t% u - - _ _ - - - - _ „ , � , .: <� ---�j / ,� : \ `� ' ', PROPOSED zo' BUFFER �,. + ... .% tw) '. \ • ',, � v - ❑� /-- 1 io. CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT�HALL ONLY BE O W F- w LOCATED WITHIN THE VDOT R/1N. '� I �1'i - .:.',',%7,y; �.�^t.� j I LOCATION OF EXISTING ��,: 1' i') PEDESTRIAN ICYLE ACCESS CONNECTION. (:/) ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q w O j, \ UNN CEMETERY TO " BLOCK 1 w ab_, �:,.��' 9 i'' �A ° DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. l,•J Q I� -� � V REMAIN , LOCK LINE (TYPJ � � + NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND Z { � I �•. / BLOCK 6 ALBEMARLE COUNTY �� ' - .°°' AND EROSION CONTROL MEASURES SHALL BE ' �, s LOCATED OUTSIDE OF THE PRESERVED SLOPES. �`�jr\ GREENWAY PRESERVED SLOPES Q ul U) In Lu BLOCKS / PRESERVED STEEP SLOPE 1 ROPERTY BOUNDARY (TYP.) Z 1L Z T- I NOTE: AREA WITHIN THEzoo'BUFFER Oj , TYP. , " ( )'.., 1 . .- --; , BLOCK7 I `" ' �', • • �L; •.. °`• VEGETATIVE BUFFER MANAGED SLOPES ® 0 O Q Q LLI _�( CXJ O AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN , \. ; / O EXISTING ioo-YEAR "•, Y - "' •.., ,, .•... / OPEN SPACE ® ' V �--� Lu CAI p[ ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS ,�;, f ;, EXI HO . / DEVELOPMENT FLOODPLAIN (fYP.) INGBROOKHILL AREA(l'YP.) `, `` ?, I OF i TH CENTURY SE TO REMAIN g \' •. - - --�•., WITH HOA APPROVAL, A io' MULThUSE PATH ,N SHALL BE EXTENDED TO THE ENTRANCE OF /.-_ 7 GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS J T--I (n d Q ' ' f M N NTS OF BROOKHILL BLOCKS \ DEVELOPMENTAREA �- �a`°°• \ � MONTGOMERY RIDGE. THE HOA WILL NEED �3 TO APPROVE THE TRAIL AND EXECUTE ALL _ EASEMENT DOCUMENTS ALLOWING THE C_� -�\ PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL � HISTORIC HOUSE&THE CENTURY COMPONENTS OF � � U EXISTING ioo-YEAR I rk, ' ° ` _ i'' _ � =1 BOUNDARY (TYP.)'� CONSTRUCTION OF THE MULTI -USE PATH L " j �l 19TH BROOKHILL � LLI O FEMA FLOODPLAIN (TYP.) :-' ��' t- 1 OPEN PROPOSED zo' PAVED ON HOA PROPERTY. ��- �- PRIMITIVE TRAILWAY _I i SPACE % MULTI -PURPOSE TRAIL'; 5 MU TI USE PATH TO BE CONSTRUCTEDA ON io' L- L G NORTH SIDE OF POLO GROUNDS ROAD C°Rl -.., Q coTHE T- -�: >_ - Ur.. gpaffRlBnt PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL .•'. File# �'�. ROPOSED PEDESTRIAN TUNNEL ,• -. - v LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. J_ IMPROVE AND STROP STOSECT!PLIGHT. °0• 00- VER fOvec _ Supervisors 0000 EXISTINGiooYRFLOODPLAIN O (0 SEE BROOKHILL REPORT ° yl , 4r' f i pOLO -_ PROPOSED IMPROVEMENT TO STATfRr. �Ap SOVNNP + = FORFU THEIRDE DETAILS ��I /VDSRO POLO GROUNDS ROAD FOR 643 (D.B. (So) LANES - RVNP ...... STREAMS DUNE 15, 2015 t , 48AD SROADOLO P 26 _ GROUNDS ROADWAY �� - annef * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED O w -� IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED o' BUFFER ALONG PROPOSED LOCATION OF CIVIC SPACE OO O .J�. I - GRAPHIC SCALE CALE w oc H i FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGROUNDSROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- zoo o zoo 400 800 io' MULTI -USE PATH n — , w _ SEE PROFFERS FOR FURTHER DETAILS \ PROPOSED LOCATION OF HISTORIC MARKER a JOB No. 182150 _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. 46 - �8C \ CROCKET CORPORATION ( IN FEET) /*� SHEET 1 OF 1 _ - SEE POLO GROUNDS ROADWAYIMPROVEMENTPLAN&TRAFFICTIA. 1 inch = 200 Pt. /'� PROPOSED ELEMENTARY SCHOOL SITE \ SCALE N. T. S. SHEET NO. 2 c 0 HOOD--__----------_--- f /\ C�-�J T - - !\, c�1 BLOCK 13 ; l/ _ J 1 'JJJJ , II 1 5 BLOCK i5 1 , A YAN COU00 R /'-- i SDP202000008 �� -�� vI ( �� i INITIAL SITE PLAN APPROVED - 03/06/2020 \ / SDP202000082 FINAL SITE PLAY BLOCK 1z vV ♦ / / \ BLOCK 14 -- J 1 b T ; r rrr / I O / °l 0oo00000 i - ,�� ♦ ��.A GvR _ 1 I � - 1 -,7\ > d \ 1 ' SCOTT/R. C ILLINSIZ Lie. No. 035791 � p 4/5/21 ,4)1 T O I / -� z I O J \ ZLU in Q I \ V' U 03 -I to m w M LU 1i L/ I s � I \ -0 / I I BLOCK �6 --\ S / h\ ` --- ---- 1' BLOCK 4C / o �'°° ► �� - --- o e < / ROAD PLAN 1 1 1 BLOCK 5 �'� ,<1 SUB2017-003-7 I BLOCK 3gob BLOCK i I � ftft �' I '' BLOCK z ° I f I ( SDP201900078 IIIII BLOCK '7o\1 °°INITIAL SITE PLAN g / � APPROVED - 02/21/2020 °0\ I - -- -- L ROAD PLAN K BLK A FINALSITEPLAN SUB2oi8-ooi5 o ; / SD 201800050 202 00021 0 INITIAL SITE PLAN o I' �0� INAL SITE PLAN I 1 / I APPROVEDL_ APPROVED - o6/08/2oi8 12/17/2oi8 SD08�1 °°°°°, IN SI EPL \° ° I 01 0. I I/` dpp °oOoo/ io 1 /I �1II - �_ \ I I / \` --_--- 1 0 r BLOCK AREA SUMMARY BLOCK 19 1 A LA1 ;I 1 O�i BLOCK6 1 SUB201-ooii70. /�° I ° � 9 BLOCK 7 _ \\ ° ° II o �SDP2oi o002 > ° 1 > > ° \ II I FINAL SITE PLAN \ o \ ° APPROVED 1 \ ° \ ,° ` 4/23/2020 ( i u \ ,' ioi' 00054 ` INITIAL SITE PLAN \ 0 ♦ �' APPROVED-09/07/2o3.8 SDP203.900015 a P A 00 .... r I ..... ...S�q �� R GROUN D R 1 T 643 (D.B. OAD 1 E 4 , % •.:......................... 82 P. 263) j LEGEND: / PROPOSED RESIDENTIAL& COMMERCIAL DEVELOPMENT \ (APPROVED INITIAL SITE PLANS) GRAPHIC SCALE I .................• J 200 0 100 200 400 !800 Ioml. - - PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) I ( IN FEET) I I' I 1 inch = 200 ft. \ " 11111 ; 1 ' 1 / I / 1 , 1 / I , 1 / I ' 1 i 1 1 I I 1 I s � I \ -0 / I I BLOCK �6 --\ S / h\ ` --- ---- 1' BLOCK 4C / o �'°° ► �� - --- o e < / ROAD PLAN 1 1 1 BLOCK 5 �'� ,<1 SUB2017-003-7 I BLOCK 3gob BLOCK i I � ftft �' I '' BLOCK z ° I f I ( SDP201900078 IIIII BLOCK '7o\1 °°INITIAL SITE PLAN g / � APPROVED - 02/21/2020 °0\ I - -- -- L ROAD PLAN K BLK A FINALSITEPLAN SUB2oi8-ooi5 o ; / SD 201800050 202 00021 0 INITIAL SITE PLAN o I' �0� INAL SITE PLAN I 1 / I APPROVEDL_ APPROVED - o6/08/2oi8 12/17/2oi8 SD08�1 °°°°°, IN SI EPL \° ° I 01 0. I I/` dpp °oOoo/ io 1 /I �1II - �_ \ I I / \` --_--- 1 0 r BLOCK AREA SUMMARY BLOCK 19 1 A LA1 ;I 1 O�i BLOCK6 1 SUB201-ooii70. /�° I ° � 9 BLOCK 7 _ \\ ° ° II o �SDP2oi o002 > ° 1 > > ° \ II I FINAL SITE PLAN \ o \ ° APPROVED 1 \ ° \ ,° ` 4/23/2020 ( i u \ ,' ioi' 00054 ` INITIAL SITE PLAN \ 0 ♦ �' APPROVED-09/07/2o3.8 SDP203.900015 a P A 00 .... r I ..... ...S�q �� R GROUN D R 1 T 643 (D.B. OAD 1 E 4 , % •.:......................... 82 P. 263) j LEGEND: / PROPOSED RESIDENTIAL& COMMERCIAL DEVELOPMENT \ (APPROVED INITIAL SITE PLANS) GRAPHIC SCALE I .................• J 200 0 100 200 400 !800 Ioml. - - PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) I ( IN FEET) I I' I 1 inch = 200 ft. \ " 11111 ; 1 ' 1 / I / 1 , 1 / I , 1 / I ' 1 i 1 1 I I 1 I11 1 -__-__-__-__-__-__� vp0 - �'\ RD S6Pzoig0005o FINAL SITE PLAN APPROVED MIJ � ��,`�,t: a �w�� ,Q�� 0��►�►�� . Development Gmenspace/Amenities (ac) Area Per AreaProposed Proposed °Area (Roads, Proposed Block Land Use District Bmokhill Lots, Buildings, Development COD (AC) Parking lots) Per Areal COD (AC) Civic / Civic / Open Open Total Total Greemray Greenway Buffers Buffers Parks Parks Space Space Greenspace Greenspace Required Proposed RequireProvided Required Proposed Required Provided Required Proposed 1 Neighborhood Service Center 12 12 0 0 0 0 0 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 3A Urban Density 3.3 3B Urban Density 1.8 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 4A Urban Density 9.98 1 7.17 0.86 0 0 1 1.43 2.29 4B Urban Density 11.39 1 6.83 0.52 1.09 0.44 1.54 1 3.07 4C Urban Density 6.58 - 2.31 1.46 0.85 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 7 NeighborhoodDensity 17.7 11.9 0 2.9 4.7 1.1 8.7 8 NeighborhoodDensity 25.8 25.91 12.7 12.92 0 0 5.1 1 4.58 4 4.56 4 3.82 13.1 12.96 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 8B Neighborhood Density 17.36 1 7.4 0 4.04 1 2.76 1 2.18 1 8.98 9 Neighborhood Density 9.6 6.8 0 0 1.8 2.47 0 0.95 2.8 2.49 4.6 5.91 10 Neighborhood Density 4.6 3.4 0 0 3.6 3.94 1 0.92 0.1 0.3 4.7 5.16 11 Neighborhood Density 5.7 3.2 1.2 1.1 8.2 8.66 1.3 0.54 0 0 10.7 10.3 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 14 Neighborhood Density 5.4 4.1 0 1 4.7 1.3 0 6 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 16 Neighborhood Density 9.7 8.4 0 1.8 1.3 1 1 0 3.1 17 Neighborhood Density 15.8 11.8 0 3.3 3.8 1 1 0.2 7.3 18 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 1 1 2.6 11.5 19 aLOLIll House Parcel 1 3.2 3.2 0 0 0 1 1 0 0 Total 223.9 168.8 10.3 53.6 28.8 1 1 16.0 108.7 W N O N 7 L9 ti M M N ® m t N O w Cn N N w Q LLI � J I� J LLI L9O � U w LU Ul LU JLU L.L JQ J 0 O N J z O m U) FI LU � z 06 1 z � U Q O � m LU J J LU Q O J J z Y M rl � J O W I� 2 O W O J M� ~ W x JOB NO. 182150 SCALE 1 11=200' SHEET NO. 3 W N O N 7 L9 ti M M N ® m t N O w Cn N N w Q LLI � J I� J LLI L9O � U w LU Ul LU JLU L.L JQ J 0 O N J z O m U) FI LU � z 06 1 z � U Q O � m LU J J LU Q O J J z Y M rl � J O W I� 2 O W O J M� ~ W x JOB NO. 182150 SCALE 1 11=200' SHEET NO. 3 \\ I I / II I II�IIIIyUIIII I � It v�\�\v\\ A�\\\V \\`V\\ /i l l l I IIIv \ I 1 I 1I I\\ wwW \✓✓ /\ /•'"/ Alt / / 1 �� O SIC R. 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ROPOSD V LIMITS OF S \\GREENWAY TYP \/ Lu //Lu \o\ 11 J\C7U zzv \vvl II W IX �BLOCK 3ao°L°°0Lo°ao3aoE/ LOCK B / I1� U V\ SDP201800014 ® i-- INITIAL SITE PLANCD v BLOCKz Z Dzoi8oao5oSLij �QNz\\\1FINAL SITE PLAN � \ SUB201V082\ \ \\\ \, v1 \tN,v WIIIII vN,'1\vEXISTING9TREA — LIMITS OF FEMAAPPROVED\\ vv \ GENERAL NOTES: FLOODPLAIN YR FN V 1THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID J 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM --V,/ 43 0 - - V I A BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE0 v SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. fIIIh/ 1 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. 3. BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL >Im L mw \ I/UAND OTHER DSYSTEMS, o w PROPOSED ROAD l/L WORK. BEFORE CURRENTLY UNDER REVIEW) JOB NO. THE CONTRACTOR SHALL VERIFY THE LOCATION SDP201700217�-- A --�A\ VV AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY o 182150 0_ o° SEWER, , , GRAPHIC SCALE UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE SALE ° So ioo - zoo _ _ II II �I II IIII - = j j / / l /l l I I , O / ` \\ \ \ \ \ \\ = CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED O / — / / / \ \ //_ c IIII III _ ' / / / AA \ A VA A TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES 1 -1 �0 ° ___ —h _ I I IIIIIIIIIIIIIIIII -__- l�ll/�' IAI 1�I� III/ )IIIII\\V AA SERVING THE PROJECT SITE. I Z - - / 4. CONTRACTOR SHALL VERIFY SIZE, PE & LOCATION OF EXISTING SHEET NO. n IN FEtT I�IIIIIIIIIIIIIIi = _ !, // // II t Oo 5�0 S ZE TY WATER LINES ON THE SITE 4 ROPOSED 6' PLANTING STRIP w GRIFFIN CO PROPOSED PUBLIC RT 54'PUBLICRROAD, 3ooR PROPOSEDCG-zz(TYPJ w w w w \,EXISTING PRESERVED \ 9, PROPOSED STREET SIG ` / LOT STEEP SLOPES (TYP.) \ II ti — 59' . .. , 2 / H w w OPEN PROPOSED 5'CONCRETE SIDEWALK �_ II y c SPACE II w +\ rRSED STOP SIG LOT % / OT / , I II / • .� / s. - -) 18 _ _ / 17 z , LOT f f 3 7 � 29 P/C /C )\ \ PROPOSED ` / LOT LINE (TYP.) ! LOT oe Q C / y 4ry ZZ f a j r O f / II o �a LOT / ry � I \, / Lul Z La 4 LOI LOT me a' if f • O l , � � � \ ry ROPOSEDDRIVEWAY // (TYP.)/ I I LOT 7 OPEN II T — I-- 7 SIDEss!---J SPACE llf BACK(NP.) — ko LOT 8 F� II I \\\\T\ u II PROPOSED GREENWAY (TYP.) OQ OPEN I 0 SPACE 0 OO Oo II EXISTING II II OO d r PROPOSED GREENWAY (TYP.) MATCHLINE -SEE SHEET 6 i J / WWWWW WWW:Wi i WWWWW/ / `WWWWW � I I WWWWW) I bWWWWW ' I WWWWWW/ I W W I W W W W W I W W WW� WWWWWW / WWWWWWWW / WWWWWWWWWI � WWWWWWWWWWW W W W W I WWWWWWWWWWI � PROPERTY BOUNDARY (TYJP..) iWWWWWWW W/ WWWWWW , I I`\ WWWWI I � \ / I TING STREAM (TYP.) Do 0 ioo-YR FLOODPLAIN (TYP.) / / l I / / / 1 I I I GRAPHIC SCALE 30 0 25 30 6o ( IN FEET ) 1 inch = 30 ft. SCOTT/R. CbLLINSZ Lic. No. 035791,E p 4/5/21 ,4j I Z O Vl � Lu Z =) Ou Z N J 0 a. N z Z W W ce 7 L9 O C`') V) M N M 0 � m No W C N r--i N J > ce W J OZS J Cl) Q W J 0 Fw-- Q U) L U Q w z Uul M ,--I W 06 z W (V U) U) H u w U O < CO Q CO U J p J C:) CN U O G , m D 0 g JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5 MATCHLINE - SEE SHEET 7 F LOT 53 �S0 R. LLINSlz PROPERTY BOUNDARY (TYP.) P - U Lic. No. 035791a — OPEN �// �2� . �/ \o 4/S/21 _ � LOT / ��`;;.. A z ` SPACE / LOT ��°Ao��p k, 5 titia \� PROPOSED / �SSIoxnL E�'� / \ k9,sFb \ \ � \ LOT LINE (TYP.) / I — 7D � oG aG p \ \ 9 — �'c-'�,`� ti / � e�� e�/ PROPOSED ttt // (P f'° , \ \ 51 \F�\ OPEN LOT LINE (TYP.) / LOT PROPOSED STREET SIGN r O �. \ r� y SPACE 71 / ti I \ \�� y LOT \�� \ PROPOSED GARAGE (TYP. i W W f \'a h / LOT ro rvro 72 �0 J?'/ ` /PROPOSED STOP SIG LOT T / PROPOSED CG-1z (TYP.) \\ \ 130� �, / 3$ \� F�10 .T / EXISTING PRESERVED LOT h / .. /� 1 \\ SEIBP�KI P% I ro°' // S�AV - — 68. STEEP SLOPES (TYP.) ry / 73 /, v ! • \ \\ .. • / ROPOSED GARAGE (TYP.) 39 417.7 j LOT I ��va / 74 / / (7J OHO h� \\O I LOT I / LOT / w PROPOSED 6' PLANTING STRIP 49 ]p N y / N l tto' \� PROPOSEDDRIVEWAY(TYP.) I LFO h / ^. PROPOSED SIGHT \2� LOT ry II DISTANCE EASEMENT \\� 11z I I So' 11 \a 75 2� OPEN \\ao. g RIW R� I LOT I I SPACE °REARSFTgz8 14� _ \ PROPOSED CONCRETE SIDEWALK o \ L " I q$ I ACK(Ty _ r 5 5_SIDESETg v / m M zy, FIC F/C I z� PROPOSED DRIVEWAY (TYP. _ o ROPOSED 6' PLANTING STRIP \ I - - ar_ _ A�K(Ty?� q� ^' ,,ill r io7� I _ / / j m / W l \ LOT - - I I I 3z o/ / LOT / PROPOSED SIGHT I II I j ti ti / / DISTANCE EASEMENT zo E/ -E/P 47 37 1°nw l 9 R/�V R h 11 1 LOT \ cP, �� / a / tp), / `> /J/ vi I LOT O 11 PROPOSED S' CONCRETE SIDEWALK 105 45 0° 44 aI 6 z4'F =ll \\ " o LOT'00 /iOPEN O W 7 c F/c LOT ry LOT � I _- ill 43 �c�// 36 SPACE .°+ - - PROPOSED STOP SIGN " 46 I I _ 4z ^ LOT LOT i ROPOSED STREET SIGN I I I ° 104 I 41 / • / _ - � I PROPOSED STOP SIGN \ '9I — 1 / / o LOT NV OPEN ao 1 77 I SPACE ==5 90 SzE )BAAC (Typ T tt6, 35 le 10 .PROPOSED CG-1z (TYP.) EDISON STREET a z8' ` - 2p'E/ , �s s LOT LOT — — W ' ° _ l / �oF�� 0o $ —PROPOSED PUBLIC ROAD. \ v `.. , z8' PROPOSED STREET SIG.. 34 " 7 ) " r-ROPOSED STREET SIGN yg PUBLIC R/W w a 3 z000'R — _ 25, 10 I PROPOSED 3 ARAGE (TYP.) �F,z$ , 0 1$ / y'R/ v / \ PROPERTY LOT °' G—` a o y' z' 4 18' z' 34' 33 PROPOSED DRIVEWAY (TYP.) / �^j/ / LOT % 1 1 rv/ TB 100' i PROPOSED CG-12 (TYP.) I. 1 r I I I — I I I — I 3z PROPOSED STOP SIG PROPOSED GREENWAY (TYP.) 1 LOT N 1 80 1 I SETB ACK —1- — laI _ ... J p m' LOT YP:) z' PROPOSED 11 °� CO LOT I I00 I " I ) IY ! 3 / LOT LINE (TYP.) LOT LOT L LOT LOT 1 z I °1 8z g3 84 $5 86 I I g7 LOT LOT " I„ I co ( ( o l N 1 a I 88 8 LOT LOT W 1 \, / LOT 1 1 81 �� o 1 I I CL I I l I I I L 9 9D 91 1 DI LO PROPOSED CG 1z (TYP.) / i 31 / 1 I_"I 9z LO " l : I � � tOI, / \\ 11 I I I z5' 2z' za' zz' z8' I z8' az' I I 93 L9 LO m // ^°� — — — ROPOSED STREET SIGN zz, zz LOT ---- g1 z7' I ! 95 6 / ° PROPOSED STOP SIG zz / / I / w � I / PROPOSED y' BIKE LANE 22 / Iv / — — + /ry I� / LOT `EXISTING PRESERVED aZ / w ., . :. -, / , — — STEEP SLOP ) E TYP. — — —SIGHT _ --- - ° � DI57ANCE_ ,• ., _- Zy; / •. h / 29 `. Lu ROPOSED CG-1i ENTRANCE (TYP.) _ — — — — 33 79p 3 / Io o4, W ROPOSED CG-12 (TYP.) R LL c .PROPOSED STOP SIG Ix ry ( 1 �— — — — — — — SIGHT DISTANCE=335 — _ — — — XISTING STREAM (TYf S�GNT, , — — - ��p Tl$ LOT -- - — H -- P W - m- R° SED PUgL�NUE / I 28 J Lu ° 1 PUSLICRROAD� AV ,, " ' OPEN PROPOSED ^ LLJ PROPOSED CG-11 ENTRANCE (TYP.) h ° PROPOSED y' BIKE LANE SPACE LOT LINE (TYP.) J � PROPOSED FREE \ / ANCE> PROPOSED CC (TYP.) RO \ POS T SIG 87' — — \ J 53' PROPOSED SIGHT 335' 1o' REAR SETBACK (TYP.) 35' _ _ — — - — — l — — - — — I z1' DISTANCE EASEMENT 1� PROPOSED CG-11 ENTRANCE (TYP.) w w w U ---- -- 56; I LOT, v \ I PROPOSED GARAGE l (TYP. .\ --....LO-T II �4.....I.. ROPOSED STOP SIGN 22 LOT 27 m /dol \ S�GP�TO'S�Tq�23 LOT o \ 'PROPOSED GREENWAYTYP.LOT LOT PROPOSED STREET SIGN : \ T � 21�5 ' I'MA FRONT \\ \ \ / o zs ej �!/l /l �\ ry•.a:y E/P °. " k w I 8' — NT I — H l tip/ zg F O / $ 45' SETBq K YP.) - . _ _ / / ` 2 /Gp/C / L 1 T 1 w \� \ S j / / LOT / l vry i.0// 1 54 R/W R/bV 11 \ RFRO9oq�F�\ J S w w 1T 26 w PROPOSED DRIVEWAY J ROPOSED G PLANTING STRIP w u GR�FF(N 1� / M y PROPOSED PUgO�RT \ II n 54'PUBLIC Rq,V °ADS �0O'R PROPOSED{G-1z(TYPJ / PROPOSEDGREENWAY(TYP.) \ \ GRAPHIC SALE EXISTING PRESERVED \ 9. PROPOSED STREETSIG tl ' STEEPSLOPES(TYP.) \ II ti - l _ 59, // `\\ / LOT J y / MATCHLINE - SEE SHEET 5 �� 30 0 ,5 � � / w \ PEN PROPOSED 5' CONCRETE SIDEWALK ^ / / \ / SPACE / / IN F T 1 inch - 30 ft. BOUNDARY (TYP.) ul z ti M M O N 14 M 1 N O N N Ld J U) Lu U Lu U) Lu LLI U) W O O N Q O r-i r-i m Lu Cib Q LU F— � O J � Q 1 ,--f 66 rl O m J O w O J F- oC � w 2 JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 c LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf jj \ / j \ TH O F 1 4,970 3,301 33 4,635 3,371 65 5,036 3,241 2 4,806 3,126 34 4,357 3,179 66 4,659 3,000 l� \ / / / p �� 3 4, 879 3,133 35 3,152 2, 640 67 4, 778 3,100 I CSCOTT R. LINSZ 4 4,035 3,311 36 5,719 4,356 68 4,905 3,191 / O � �, �, � - U Lic. No. 035791,E 5 5,035 3,311 37 5,719 4,356 69 4,905 3,198 \ � I 6 5,035 3,309 38 6,149 4,479 70 4,167 3.045 / / °�o� 4/5/21�4 7 5,588 3,766 39 3,077 2,562 71 3,136 2,630 �SSIONAL E�p - 8 5,980 4,087 40 5,317 3,883 72 3,191 2,685 \ \ / / / - - 9 5,685 3,661 41 5,526 4,141 73 3,159 2,652 10 5,407 3,471 42 2,996 2,492 74 3,081 2,574 11 5,390 3,582 43 3,001 2,497 75 4,775 3,505 h ai- 12 4,560 2,919 44 3,024 2,520 76 4,798 3,494 EXISTING STREAM (TYP.): LOT 13 4,835 3,132 45 4,494 3,272 77 2,815 2,310 62 14 4,747 3,076 46 4,537 3,324 78 2,790 2,286 /.^ PROPERTY BOUNDARY (TYP.) 15 4,738 3,068 47 2,968 2,461 79 2,757 2,248 16 4,728 3,061 48 3,053 2,546 1 80 2,704 2,194 17 5,048 3,347 49 6,095 2,586 81 3,857 2,737 18 5,667 3,859 50 6,974 5,383 82 2,565 1,928 19 5,594 3,668 51 3,559 3,052 83 1,785 1,609 EXISTING MANAGED / LOT \ \ \ \ / / z 20 5,336 3,391 52 3,666 3,158 84 1,778 1,602 STEEPSLOPES(TYPJ / �� ?•, \ / / / / J r 21 53 85 1,776 1,6011�1 63 PROPOSED ,, 4,552 LOT LINE (TYP.) / / / u m 22 5,013 3,179 54 4,765 3,454 86 2,521 1,885 / j / Z 23 4,946 3,228 55 2,733 2,229 87 2,446 1,821 (' \ j o 24 5,055 3,312 56 2,717 2,213 88 1,773 1,597 �/ ' /\ S4. \ / O o I / 25 4,764 3,081 57 3,674 2,597 89 1,774 1,598 / / \ \ \ / z - - 26 4,505 2,897 58 5,143 3,399 90 1,777 1,600 27 4,624 3,005 59 5,093 3,360 91 2,408 1,785 w W w W A 5' SIDE SETBACK (TYP.) 28 4,396 3,184 60 4,864 3,171 92 2,378 1,760 N F PROPOSED 5' CONCRETE SIDEWALK 29 2,876 2,370 61 4,484 2,879 93 1,790 1,614 + PROPOSED 6' PLANTING STRIP LOT j j / iii ./ / \ EXISTING MANAGED 30 2,846 2,342 62 5,477 3,593 94 1,796 1,620 LOT \ 63./ / STEEP SLOPES (TYP.) 31 2,885 2,379 63 4,999 3,230 95 1,810 1,634 64 ROPOSED DRIVEWAY (TYP.) //// ✓ /� S4, \ / / 32 2,962 2,4W 64 5,275 3,435 96 2,434 1,838 \ \ \ \ \ / ISO�n / / \ 54' W 1 < \, �� I � � � � w � .i, �� wW � w \\ �� / ,� \\\ / � �9 .• jsoR •; 1 ,�� \\ / / j/ LOT // / / �� / w o ww�W Ww \ ji LOT �\ / \ \ _ / SSMq 59 W \ 6 z S / / \ ��\ \ 41. w w LOT �\ v w y w 4/ v w PROPOSED GREENWAY (TYP. 66 // SF8�7 W W W W J +j \ R \ �\ PROPOSED GARAGE (TYP.) L9 � \ w \11 w /All `11 \11 �. �. �\ // / LOT // / \\SZ S4' g, I` z 2 // 67 / / \ OPEN �j LOT SPACE q S7 CIO rn LOT \ so, N 56 \1. �` ('FgRSFj\ // / /� 68 z \F28o \ /� LOT \ c 55 \ / I / 0)y / / j / / \ LOT / m / u LOT / / \ \ a a 54 • • . / rn \ / \ k t� / 6g <� / / \ \ -rye �\ � � �/ / / � N J PROPERTY BOUNDARY (TYP.) Q / ov \ . \ / y / LI-.I - MATCHLINE SEE SHEET 6 // W > \ - • / LOT W / w + w w w w \ / / / \ \ \ 34 / 53 y'�t� J O6 / / OPEN / 2\� ,o <\ \\ LOT r W -j SPACE \ 52pOLOF- LJ STEEP SLOPES (TYP.) O 4, 41 14, q, \1, 70 -0 �'Q \ nJN/ � � \ W PROPOSED / .zip' / "� 1 /GL Oq `' � \ Q � I / w w w / w / LOT PROPOSED,STREET SIGN O 8, \ = J \ LOT LINE (TYP.) / O ^i \v w w. .I, \1, � w w w w w w a Q v M \ y r W / 71 r-i // +a \ w .41 ' / a EXISTING PRESERVED w w w w \ STEEP SLOPES (TYP.) LOT W -a PROPOSED STOP SIGN \ \ W w _ _ 72 - O �Q / /PROPOSED STOP SIGN \ q ' _ ING STREAM (TYP.) II I` / / iiS, �/ / I \\ SED CG-3.2 (TYP.) \ D M ROPO W I / ul LOT rye, N .. 44/ Q \\ H I \./ w ROPOSED ry 73 �j / ��w`� \\\ _ W uj O6 -�m Q�Ip. \�� W W\ LOT N �4 ��' \\% WSW WSW."� �a \�y (n w \ / 74 / / J -° v 1\ � F- a QO I \� U \ � , n � / / ;• LJJ � \ C 22 o / w I{ PROPOSED SIGHT \\Z I L - / PROPOSED 4 BIKE LAN W \ w \ / LOT .., , I/ DISTANCE EASEMENT \� � ui OJ / z u \ /\� • . � _ - ..:. w w i � J W �� W W W w � � \ � \ / 75 OPEN_ SPACE �w JV �--� \ 24' FIC FIC O TIE -INTO EXISTING e ► T / II } r _ ET=_ _ N ry 11 PROPOSED 6' PLANTING STRIP \ N EUSTIS AVENUE Q w w PROPOSED GARAGE (TYP. w y. y w. Y- �- m PROPOSED SIGHT M I m_ R/w II DISTANCE EASEMENT \ �WwW WSW w II �w1 R/ ill u w I[/ \ I[/ I[/PROPOSED GREENWAY (TYP. W W Ln I LOT I CIO IL PROPOSED 5' CONCRETE SIDEWALK \ w W W II 76Ln O e N JOB NO. � � \ � � \\ � II PROPOSED STOP SIGN.... / C w w i / l �\ � WSW. `�. . � � 1O`' � I � zo EI -E/P �L \ 1821$0 ' y GRAPHIC 41 w v \ W . y w y w d \` _ LOT _ v ROPOSED STOP SIGN \ ®s6 .. .. .\ I \ \ 77 _ $\ 9 SCALE OP \ \ ®* a w \ w w OPEN - \ 9 \ 30. 0 IS 30 \ 60 i €a \ w w w w \w PROPERTY BOUNDARY (TYP.) �,. , SPACE N L = 1rr-3Or 103' ° -( ��. '(RNCE.1 S - SHEET NO. b j FEET \ \ N �1 ° PROPOSED CG-iz (TYP. ED�SON STREET (JN ) w \ w \ ® PROPOSED GREENWAY (TYP.), LOT _ - 7 w 1 inch = 30 ft. 8 n '- PROPOSED PUBLIC ROAD \ OPO XISTING STREAM (TYP.) CWWWWW� `WWWWi V PROPO ED PUBLIC ROAD SEDGREENWAY(TYP.) I MH-6B W lz+so'. *10 LOT \ PROPOSED 8" PVC SANITARY SEWER — _ � 2 / MATCHLINE - SEE SHEET g e / _ / PROPOSED FIRE HYDRANT OPEN '•'• � ASSEMBLY w/ 6"x6" TEE ! I �—� a' ( `-� � SPACE �� I I � MH-6A i 1 LOT LOT `T z I I 18 / 17 / ° / / LOT PROPOSED 6" DWATERLINE TERLINE � / � H.6 T —PROPOSED 6" TEE \ I I ! I PROPOSED zo' ACSA8"x ` / 1) 8" G.V. — — — I SANITARY SEWER EASEMENT \� (1) - 6" G.V. �\ \ LOT 11 I II LOT \ 20 I 19 I I I / / ° 3 ` (/ ROPOSED 8 x6 REDUCER LOT W W PRESERVED STEEP SLOPES (TYP.) \ I I II II I _ _ — // / LOT / %, \ 4 3.6 l �WWW/W i /PROPOSED 6" DI WATERLINE' II / o 4 �__/ ROPOSED GREENWAY (TYP.) O '• W W LOT ROPERTY BOUNDARY (TYP.) LOT s �, y � �� 1S / /" ° • • ROPOSED 8" PVC SANITARY SEWER I PROPOSED 6"x4" REDUCER \ \ W ® / OPEN / ® ` \� \\� o /. PROPOSEDzo'ACSA\ � SPACE �� ry / / „ SANITARY SEWER EASEMENT W LOT EXISTING zo ACSA / s \ SANITARY SEWER EASEMENT / LOT <n / T (14 PROPOSED FIRE HYDRANT S W / ASSEMBLY w/ 6"x6" TEE 11 o / /' // PROPERTY BOUNDARY (TYP.) OPEN W / MH5 LOT / SPACE `` LOT 1 j l conl j 7 PROPOSED 8" PVC SANITARY SEWER \ l 13 1 w \ ` EXISTING WETLANDS (TYP. ` I — — — 'PROPOSED 4" DI \ \` MH-z • LOT LOT I I 8 1 / / \ ,\ 12 , 8 I _ � \ TIE -INTO EXISTING SANITARY-'\ � I = �— _ --__ I I EXISTING PRESERVED SEWER MANHOLE 5 \ \ \� —i — — _ I _ a=— II STEEP SLOPES (TYP.) 00 e s8 s$ \• \\ \` / / �\ \ �5 \ � I II / MH- O\ \ — / / EXISTING STREAM (TYP.) \ _ 0.� C. ms sassy s •a • 1 1 I �\ I _ \ I II i N/ ,L I LOT O � 5 9 5 I / l (o / \ 1 - I O o ■ II / ` PROPOSEDzo'ACSA o \ SANITARY SEWER EASEMENT ` o _ \ \ � PROPOSED TYPE A BLOW-OFFASSEMBLY - - — —1 // XISTING loo-YEAR FLOODPLAIN (TYP.1 ,PROPOSED 4" 450 BEND II i I I I ° O \ LOT " 10 EXISTING SANITARY SEWER \ \ � • ` � • i,� �>1 LOT �� I � • \ � \ �_ � \\ ,,- , � 11 Oo i I I � \ \ OPEN n ' \ \ \ SPACE OPROPOSED GREENW` (TYP. II II I I s PROPOSED \ SWM FACILITY �1 O \ EXISTING ioo-YEAR FLOOD,,AIN GRAPHIC SCALE 30 0 ¢5 30 60 r \ I I ( IN FEET ) \ 1 inch = 30 ft. � �� W W \• W \\ II I I 1 \ � � \•W WWWWWWW� s \ � II � � I I � I I I SCOTT/R. Cln•LLINSZ Lic. No. 035791 .11 p 4/5/21 �1 z O J a C Z w ov) O Z J 0 Q u H w W ce W N O N_ a Q L9 7- 0' z ti O Cl? 1_4 M (n rn N M j O Ci) N r-i N ___I LLj _j 06 J (n Q W J r u� � z O LLJ J d i 2 J J U QLu � Lu 1--i M ul zW W 06 N C0 J w o J J< U' J O p J N � U O w O� F 0 CO W a � JOB NO. 182150 SCALE 1"=30' SHEET NO. 8 O SCOT�RLLINS� U Lic. NO. 035791 r— ) 4/5/21 IONAL E�Ol OPEN \ SPACE s SANITARYSEWER \ POSED GREENWAY(TYP.) \ i I V/ Z z O u w O z O J j v) J Q O u F- LU I W ce I, W N O N o a L9 w w IN ur W Ul z ti M M O� N M N O CY) N N LU J U) LU Q U i W W LU LU O O N Q I --I m LU 06 Q � z W J F- a J J r-i H � i 06 0 J m J r-i OW O � ~ CO W W x JOB NO. 182150 SCALE SHEET NO. 9 O SCOTT R. LLINSZ \ / / U Lic. No. 035791 � 0� 4/5/21 "Ai / EXISTING SANITARY SEWER I `,r 62 IPROPOSEDTYPEA ROPERTY BOUNDARY (TYP.) / \ BLOW-OFFASSEMBLY / H_z o -j 63 \y / OPEN 0,A4 / / V% W SPACE q/V� / / / co w zo a - ING STREAM (TYP. w U) II PROPOSED ¢" DI WATERLINE LOT // // \ \ / W LOT � W I 64 \ so / \ PROPOSED FIRE HYDRANT ASSEMBLY w/ 6"x6"TEE EXISTING PRESERVED I / / / s x x / \ / / / \/ \ STEEP SLOPES (TYP.) � \ � / \ W I \ / \ \ / / LOT EXISTING SANITARY SEWER PROPOSED 8 PVC SANITARY SEWER,��xoo \ // / 60 \ !!! \ II \ \� \ ✓ / \ \ / /// EXISTING SANITARY EASEMENT W W \ \ \ /W Zs \ \ \ / / / LOT x 5 / \ LOT T S / / 59 \ N 0 s 55/` I \ \ \ PROPOSED 4" 450 BEN \ \ \ LOT / A W W W W W1 S �16x° \ \ S8 / iEXISTING MANAGED LOT / STEEP SLOPES (TYP.) - \ 66 PROPOSED 6"x4" REDUCEROSF�pO�q�R / // r rn \ LOT r ssx Ro / 67 /�o�� q� / LOT I� J EXISTING TYP�\� \ \ �/ / / // / \ \ -1Sx // y OPEN / 57 \ M �� V PRO POSEDzo'ACSA-� / �o �� SPACE / L T� C3� SANITARY SEWER EASEMENT//N f \ D WATERL NE 56 s ` EXISTING STREAM (TYP.) \ sa \ 68 \ 55 \\ LOT ^\\ \OPEN \ \ / LO MH-zi \ ,yI \ �4x ; . fi \ O PROPOSEDGREENWAY(TYP.) / _ \\ \ SPACE H-19 N s v v WITH PROPOSED DIOGHAN... R. SEWER N �\ SE MANHOLE v er GRAPHIC SCALE �Y / �axs° I 0 0 is 30 60 PROPOSED 8"x8" TEE LOT EXISTING zo' ACSA , p Q (� v v - SANITARYSEWEREASEMENT M `T`'HL�SEE SHEET (3) B� G.V. 53 ( IN FEET) \ ✓ / T PROPOSED 8"x6" REDUCER 1 inch - 30 ft. ` ! / �.. \ \ / � � T (n \ s \ EXISTING SANITARY, ER / /° OPEN f PROPOSED FIRE HYDRANT ASSEMBLY w/ w /SPACE LOT 8"x6"TEE \� \ \ rj2 ~ / 7 ax 81 ` EXISTING WETLANDS (TYP.) PROPOSED zo ACSA O / ) \/ SO \\ \ \\ ur O SANITARY SEWER EASEMENT 0 \ s \ \ �s _ �.y. /. o w LOT PROPOSED FIRE HYD ASSEMBLY w/iz_x6 71 / 1� \ \ \ \\ U %w LOT Q z O Lu 06 Q m z W J V / H J J r—i Q � z 06 N U O J m J J r—i OW O OC CO W W JOB NO. 182150 SCALE SHEET NO. 10 \ \ \\ \\ \ \\ \ S \ \ s PROPOSED GREENWAY (TYP.) II \ \ ROPOSED UCO'UR\ B ROAD �'° w ?z+so +h / / / f / LOT / NOTE: SLOPES GREATER T N 3a SHALL BE PLANTED WITH NATIVE-Z � V z/ / / STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATIONPROPOSED DRAINAGE SYSTE \ — EEDS AT A RATE OF 6o LBS. PER ACRE OR i LB. PER i COO SF. /SCOTTINS =SEE�HEEiz _ % �� U LIC. No. 035 , ,,—EXISTING STREAM (TYP.) ROPOSED DRAINAGE SYSTEM 1 0 1 ��.� �..,�- ..-` r-.. j� �� '� /A / / ��1 ��I°O I I Yii 4/5/21 c?7■ I .� _ 3 � / W I I W \ `\ \EXISTING WETLANDS (TYP.)I \ \ \ ` \ \ I_ — _ _ —/ o I _ — _ _ I �\ // Lu 0') l / / PROPOSED YARD DRAIN SYSTEM w/ � � � / / / I / I I I I I I cy) cn LOT io' PRIVATE DRAINAGE EASEMENT I 1 4 I I I 8 I EXISTINGPRESERVE�S TEEP SLO - / I CV o EXISTING STREAM (TYP.) \ \ \ \ 1 \ \ A \ — -LOT \ z A as Q did > z Lu XISTING ioo-YEA R FLOG LAIN (TYPJY Lu Q PROPOSED DRAINAGE SYSTE / I I I I I / / / —i Q IF LOT \ I I I I /� / / / Q 0 I / 0 Q 0-6 y�1 10 1 T ), /, \ \ \ 1 LO� � / � oC 4 / I I / I Iul(D \ V o Lu oZS Q/ I Lu N OPEN- I I LL ,--I c/) g\ I PROPOSEDGREENWAY(TYP.Lu \ \ \ �PROPoSED VDOTSTD. ES-i \ (�\! v \ 0 \ \ \ \ WITH RIPRA O TFALL PROPOSED SWM FA ILI I \ \ V A < co co SEE VSMP PLAN FOR 1 • \ \ \ DESIGN IN ORMAT O \ I \ \ \ O \ � � EXISTING zoo -YEAR FLOODPLI INN (TYP. \ \ \ \ N / Lu OO I\ 1 \\ U o F- \� o m w a JOB NO. � \ 1 \ \ \ ♦ \ \ 39 I I CR P IC SCALE I • . • O W W sW \O \ \ \ \ \ 182150 6o ® I 1 \ \ \ 1 /� a) / 1 I 1 1 \ \ \ SCALE \\ \ \ \\ � \\ 1 =30I \ `I ( I FEEh) i \ \ iijCh \\30 �t. A \ \ \ SH 1N0. / \ Z�xoo4 % " " PROPOSED ROOF DRAIN SYSTEM w/ — — \ \ zo' PRIVATE DRAINAGE EASEMENT \ / S,TH p SOB i 43S �3x LOT53 \ ROPERTY BOUNDARY (TYP.) �SCI)TT R. LLINS'Z ATC H L I N E - SEE SHEET 1 PROPOSED YARD DRAIN SYSTEM w/ ULic. No. 035791 4� ' PRIVATE DRAINAGE EASEMENT \ 450 — — d 10� 436 LOT C 1 / I oes 4/5/21 L G� PROPOSED ZONAL E� / S PROPOSED VDOT STD. EW-2 LO WITH RIPRAP OUTFALL SE7 YAVDA�-4—�C 440OPEN x�o O EN PACE o A� _q 1T 14///PROOSED ROOF DRAIN SYSTEM So 10'PRIVATE DRAINAGE EA /\ \ / \ -- -- — \ \\ ILOT / 'dx \\ PROPOSED ROOF DRAIN SYSTEM w/ \\ \\ / / \ FR I I NOTE: SLOPES GREATER THAN3:1 SHALL BE PLANTED WITH NATIVE 0 10 PRIVATE DRAINAGE EASEMENT / / STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION PROPOSED 40' PUBLIC DRAINAGE EMENT 72 xh j o� \ \ \ / \ / I \ SEEDS AT A RATE OF 6o LBS. PER ACRE OR 1 LB. PER s o0o SF. / z 38 /PROPOSED ROOF DRAIN SYSTEM / /\\ 10' PRIVATE DRAINAGE EASEMENT• / / i � I \ 1 � 1 1 / / � m m 73 { o Lod J d A Z 7) EXISTING PRESERVED JJ/ / / m / l \V ' I' I { A/3942o / z a STEEP SLOPES (TYP.) / / / o A\ r y6B I V A / / 7 / O r / LOT °a A j / I 1�1 - �/ 74 /�1�4 t3k \\ LOT \ / / / Vi L Z / (t�� \\ 4 /+9 PROPOSED YARD DRAIN SYSTEM w/ \ \/\ LOT / / ® \ / 10' PRIVATE DRAINAGE EASEMENT 40 _/ / � � � /� �r ✓ s� I � H LOT LU / 75 ` i `� 111 OPEN �\ o I,0 I LOT SPACE \ + mT' I II �_ _ \ _ l //� � i••' ry r 4� 11 �� " oA I I _ LOT 1 ' / LOT J 3 43 \ n G I /j YD-4A - - 418 / / / PROPOSED DRAINAGE SYSTEM 10 �+7 — I LOT I Xoo / // _ s T 42 I D I I I / Il I I_ LOT; YD 4 \ \ / - ti� X / _PROPOSED ROOF DRAIN SYSTEM w/ 1 / to vi I 45 I \,1o' PRIVATE DRAINAGE EASEMENT 4B `PROPOSED 20' PUBLIC LOT 1� { I _ _ 44 / s� /, / w N I. I \ 1 DRAINAGE EASEMENT o I PROPOSED YARD DRAIN SYSTEM w/ I LOT -I \ / /' / LOT \ N 76 { ' 11 I 44 } 10' PRIVATEpRAINAGE EASEMEN I / LOT I \ 1 o yl 0 446 II II 43 / . ' % / 34 do OPEN X \\ v o I: A I 6 2/ /\ + _ 4 4 T / SPACE A II A B " I I PRO SED ROOF DRAIN SYSTEM w �+1 34 ROPOSED DRAINAGE SYSTEM / I. �. O \.'.'.� 1 1 � 1 .'.'. A 40 �.! �.'. '.! I I �jl..._ _�nnn=n rr nnniu eirr no rurnir/ '� % .�/ i��'�� ./ / // i /��. LOT. / �� , / i AI I I T / SCOTT/R. CaLLINSZ Lic. No. 035791 p 4/5/21 �1 IONAL E�C'l�. o- 1 LOT, 62 PROPERTY BOUNDARY (TYP.) J / z /•:; �' 1 v W // LOT a u OPEN o p� \� / / ui m 5 q / SPf4CE EXISTINGiSTREAM (TYP.)Lu C / i \: \ 1 1 LOT \so aso W \ I I 1 1 LOT 61�—�� 6 j.PROPOSED YARD DRAIN SYSTEM w/ YD-7 s 4 \1x 1 3 l W W EXISTING PRESERVED N \ \ So ,` \. \ / j io' PRIVATE DRAINAGE EASEMENT / \ STEEP SLOPES (TYP.) /LOT / / / / EXISTING SANITARY SEWER \ ROPOSED 40' PUBLIC DRAINAGE EASEMENT � 00 54B i LOfi i �6 / j 59 55 C y✓ 1110s �`�`'� ��° - / LOT g EXISTING MANAGED S / 436 STEEP SLOPES (TYP.) T v LO\ 66 o�F W W r / A A I / / / .::•..•..'�.� ; / I I I 45� \ \ A \ \ �� - 1 \�- _. � \ W� W �� \ � V\ \� A \� \ ,, � �� / /X // / \' � % n vv ;°A' O "_Sz6 PROPOSED DRAINAGE BYPASS PROPOSED DRAINAGE SY 0')LOT LOT 0 6PROPOSED YARD DRAIN Y TEM w/IIC SCALE G � MANAGED / P_..V✓/ / / \,yL _- � \/ /\ ✓/_ OPEN N �io' PRIVATE DRAINAGE EASEMENT STEEP SLOPES (TYP.) 57 i 3o �\ SPACE LVT - > 5OT 68 � 1-indh S cc o LOT cc o�-n54 PROOSEDGREWAY(TYP.) -� \ SPACE v / 69 / / / / N OTE: SLOPES GREATER THAN 3:1 SHALL E PLANT WI ATIVE O V� �/ / / // / �`� oo�/ �� PROPOSED ROOF DRAIN SYSTEM w/ STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION � / / ao' PRIVATE DRAINAGE EASEMENT W \ - - v W SEEDS AT A RATE OF 6o CBS. PER ACRE, OR 1 LB. PER 1,000 SF. �, `� /� / v v �A� �l LOT W ':,. ATCHLINE = 5 E H rT 12-y �. �� oPOSE53 RODR z io' PRIVATE DRAINA A \ or LO W Q LJJ �I 1 P PROPOSED VDOT STD. CONCRETE PR P ED WALL MAINTEN / / �// PROPOSED DRAINAGE SYSTEM VA A S� Q y 1 PROPOSED RIPRAP HEADWALL WITH 45° WING WALLS, T \ 1 / / PROPOSED VDOT STD. EW-i LOT v s ` Lu z / 7 y _ RIPRAP OUTFACE 8� EXISTINGWETLANDS(TYP. �l / ` 1� o \ \ J Q _� l .PROPOSED WALL \ / �;\_ _ OPEN � ) l / (v N \ ( PACE so EXISTING STREAM QMAX. HEIGHT=4) TYP) LOT p0 J \ ® _ W 7 / v� _— — _ / / �� PR OSED ROOF DRAIN SYSTEM w/ / 11 �... \ V A\ I (� I I \ \ m ` so \ c\� ax\ io' PRIVATE DRAINAGE EASEMENT / / l .. \ \ \\ \ w Y H Z 1 I vvv 1 4 � PROPOSED 6'x6' REINFORCED \ \ / � � / ;� / I � �� PRO r-i CONCRETE BOX CULVERT \ \ _ �- j / �, ��I �% LOTS f / ° / y�`'x VA io'P LLI I--i 0 � 4 7 1 yy \ V A _ PROPOSED o' PUBLIC DRAINAGE EASEMENT 2 / / / \\ O°j V A \� I ®sl rvul i i � I 18+° \ 0 O Lu Lu _ _ \ z6 W \ EXISTING PRIES 6+5oLLSTEEP SLOPES (TYP-) �--I j / % / / o° \\ 4�• 6W - 0 �, ` 74 / \ \ L - W l- ;-..��TISLu �Ix 15+pO O LOT \\ m 75 � 11 \ OP N l/ 11 \j-gym ° (D I Q EXISTING STREAM (TYP.) / / �, O I PACE V J � . _ �\ � � PROPOSED DRAINAGE SYSTEM 430 _ _ / n r 11 A� CV Z y 4.3z \ pG �\ 50 / PROPOSED VDOT STUD. CONCRETE o0 \ \ \ \ I W W W \\ ) I �, 4z II I0 wPROPOSED DRAINAGE SYSTEM J y O /HEADWALL WITH 45 WING WALLS \ W W W W \ . W . W W 1 II / / I ID 4 zB PROPOSED z0' PUBLIC w F / / LOT 4 l I w ggo �� 76 ° l \�Ip DRAINAGE EASEMENT 44 08 I a CO m W W I W W N JOB NO. s • W � I o v I \ \ V A � � 182150 GRAPH "SCALEa \ \ , �\ 1 I % W \ I LOT \ 4oB @ PROPERTY ` \ \� / I I W ` I I - h SCALE � \\\ BOUNDARY (TYP.), \ \ \ f I I L I 77 I \— — S @ ram\ \ \ \ I f I •. a : ".:: a \ W ' \ \ R POSED RIPRAP OUTFACE - 30 e\ \ ( ) \ 1 \{XISTING S \ EA \ \ ) I IN FEET 1 W W h I 'S L. SHEET NO. - \ I' T LO I io+oo \ io+5o \ ii+oo \ ii+So io. 30 ft. \ \ \ I \ \ \\ \ 1 ` PROPERTY \ — — — — — _ 13 A \\ V / W %'' \ BOUNDARY(TYP.) ^. 43° PROPOSED TO BE STATE MAINTAINED: R/w � °` u4:iART "�/ '" / TH OF NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE �.xfNM Nx RM RAVENSNOOp s� % al4":1' a14 i'i IPowicf Flx i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. • NOTE: NO PARKING � I I I I I I � � ', � ' 1 ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. -`�A Pu„F '' ALONG ROADWAY _I_ >/ 1 , _ ' 0 SCOTT R. LLINS'ZI i 5 B s�ux I I e I xnvcl IBM a S 6 we ¢orv�xFH lcaxcRFIF IHnrv.ws SNP-1-� vnvec as sPEwnl.l sFRN I ,nxD I arvx arvx�ll^LnxR�l-I x �PN��.1 Lie. No. 035791,a iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE SSFK-F/c - - - - I ---------a-------------- MATERIALS. I rI� rIJ-IITrI�1�1J�III -7-7 _ � � I 4/5/21 6i RAN RAM -. � (` � ' J'' J'' `-''Y \ I� I -� / O�'VSS iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED TYPICAL STREET SECTION - 6> z PUBLIC ROAIJ R/W `\/\` ZONAL E AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. (EUSTIS AlJENUE) v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, 30 MPH DESIGN SPEED jln�- � � '. zo ] , yI � _� I ° SNOT TO SCALE) I'I'Irt I�_ PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND sl�r;r{'II I � -� . '- � fir' � THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. III u, y 1 \S ' I ' rnr 1 vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION T PART H THE FINAL ' QL RaJ �1 INSPECTION. (POINT OF FINISHED GRADE) IF, a vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE -' � ••' �-" NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED r® �(5...... \ � �„ •" ",l I� �� N� ENU6'� ti T-___- �`__ _ _ PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. N xi WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED 2s ax.5• °,s• 2s B s S «o �RLTE 9• 1PapDrv° aPxaRETI EVERY i o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS smmuq I D L D 'N sPswnu a zm wa Avel c nr ' viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS ° �NH�..IxP�R xRfl nx �A�--u'hp a9'F/C-FIG SHOWN ON THE ROAD PLAN LAYOUT SHEETST S- 1 p ei I 'Y U AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS _ - GRIFFIN 0 6i RAW'-Rry! d i A-_ .r �� idd • '.�' � ' � � -`� I GT it '-J : 1( � Q TYPICAL STREET SUCTION - 54 PUBLIC ROAD RAY r 1. CONSTRUCTION INSPEC170N OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. ITHE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS /N (GRIFFIN WAY (PORTION OF) & GRIFFIN COURT ']' ' lad � _ X:A _ y z I\ Ln ED ADVANCE OF 774E START OF CONSTRUCTION. u-I � 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL SNOT TO scaLEJ Z HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE � _1O H SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, &REVISED PAVEMENT DESIGN SHALL BE MADE BY 774E DESIGN ENGINEER AND SUBMITTED WITH THE REST RESULTS FOR Ira rll rdd r S> rsFw APPROVAL. � al � :��; � �� - ,,,♦° I � 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN il'•"= '°°'"'°""'"`°`°"°" al4"i >. F>' - /� ,, , , ;:' ,l EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED --- -- -• ' `';; `'�>� - ��, a� $v\ TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 0 4. GUARDRAIL LOCA77ONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED ' ' � �* � � a vv FIELD VERIFIED AT THE TIME OF CONSTRUCT/ON. ADD1710NAL GUARDRAIL MAYBE REQUIRED ATLOCATIONS NOT =s• ==�s =ar as G• s. a, WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED �; , �_ - � _. •-. :;�, • ' �y •� -`�� ;�-� o v SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN (CONCRETE �aT°ary ONq` LEAVE `" EVERY iso' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS a v FurvDrv° I �TI _ - � _ - ,\ % W PD x1 -f x ..la-I-�" �I-'. x ry x ,°w.,.l _ GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE SHOWN ON THE ROAD PLAN LAYOUT SHEETS S-7. \ \\ FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. a9'F/C-FIG „^ `. -� ° � oOo° 5. WHERE URBAN CROSS SEC770NS ARE INSTALLED, ALL R£SlDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO Eiww-Rry!-�_-;.� ��!` °°°°°° VDOT CG-9(A, B OR C). � `'� � � � o , ° ° ° o 5. WHERE RURAL CROSS SEC770NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO wor STANDARD PE-1. TYPICAL STRL'ET SUCTION - 99 PUBLIC ROAD R�Y 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE GRIFFIN WAY PORTION OFJ, EDISON ST, BUTTON ST, & BL'LFORD IJR� �- - --��I 1 ��\y � ° E<l'�` °`° ° I -� TYPICAL PAVEMENT SECT/ON DETAIL, SHALL BE STRICTLY ADHERED TO. � �"'� ° 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL 25 MPH DESIGN SPEED ,� PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL SNOT TO SCALE) BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM W1711 THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC \ o w N 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 774E OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, 774EY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH WOTS VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A WOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES. - TRIP GENERATION MAP - °° �o 0 SCALE = 1"=200' ° SM-9.SA SURFACE COURSE BMIRSE, LL" (TYP.) INTERMEDIATE COUSEE PAVEMENT CHART COMPACTED AGGFOR DEPTH OF EACH BASE COURSE, VDOPAVEMENTCOURSE COMPACTED SUBGRADE 1. THE TLATEST EDITION OF 774E ROAD &BRIDGE SPECIFICATIONS, THE ROAD &BRIDGE STANDARDS OF THE VIRGINIAC NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND ASPHALT PAVING - ROADS 1. THE L DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION NO SCALE 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 2000 2 2020 4 4 17.20 SM-9.5 2 2.25 BM-25 4 2.25 21A 8 0.6 18.30 Griffin Way 179 2 199 4 4 9.14 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Griffin Court 76 2 96 4 4 6.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Edison Street 146 2 166 4 4 8.51 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Sutton Street 188 12 108 14 14 17.01 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Beffird Drive 1201 12 1221 14 14 19.50 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Q J 0 ti O 1--( zCV) M (f') a) PI OF THIS PROJECT. N > 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD cc-Iz NDTE:COMPONENT9 OF CURB RAMPS CONSIST OF THE FWLOMN(° cc-Iz HOTEL COMPONENTS OF CURB BAPS CONSIST OF THE FOLLOWING' YORCLIC WE CEMENT DACC-SIDEWALK (DEPTH IN INCHES. AREA N SOUTAE YARDS) XTQIMLIC CEMENT SIpEWALN (DEPTH IN INCHES. AREA IN SQUARE YMDS) M Q RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA7ISFAC710N OF THE cwB rNEx REWwfD Icc-z oR cc-3 IN uNEM FEEn cLRe vNEx REWIRED Icc-2 OR cc-s IN uNEM FEET \' � GENERAL NOTES DETECTABLE ABOVE SURFACE UREA IN SQUARE YARDS) GENERAL NOTES: EACHDETECTABLETHE WAININGNE SISSEAR SQUARE YARDM � �N/'� ENGINEER. 1. THE DETECTABLE WARNING SHALL ffi PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS C (SEPARATE PAY NEAR AND SH00.0 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES, EACH OF THE ABOVE ITEMS SURFACE A SEPARATE PAY ITEM MD SIg0.D IW BE SUMMARIZED FOR EACH CURB CUT RAMP. BE SUMMARIZED FOR EACH CURB CUT RAMP. NOTES: J. ALL GROWTH OF TREES AND VEGETA770N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. 077-1ER 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR 2. DETECTIBLE WMNF10 SHILL BE FROM THE MATERIALS APPROVED LET Fofl DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SWWALK RAMP 12,1 MAX DETECTIBLE WARNING SUFA.CES. PRODUCTS NOT LISTED SHALL MEET SIBEW&K RAMP 124 MAX 1 TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. E REQUIREMENTS of THE SPECIAL PROVISION FOR cc-12 DETECTMLE 01 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 40.1 MA% 1. THIS ITEM MY BE PRECAST OR CAST IN PLACE. WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AID 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON TOP OF 4" SPECIAL DESIGN sfcnon FOR APPROVAL. � SPECIAL DESIGN SECTION FOR ARPRDv&. 1� 2' CONCRETE If PRECAST�B u IF CAST N PLACE, � ) OF THE SUBGRADE. 3. FLOORD ROES O CURB RAMP MAY BE FIGURED MONOLITHICALLY WITH SEAR y 3. FLOORG RUES USING CURB MASS MAY BE PWflEO MJOINT WITH LY UIRH RAMP p O \/ / CURB � FLOOR OR BY IISINC PERMISSIBLE CONSTRUCTION JOINT WITH REDUCED BAILS. "r��rt FLOOR OR BY USING PERNSBBLE CONSTRUCTION JOINT WITH REQUIRED BARS. "� 3. COMBINATION CURB M GUTTER HAVING A RADIUS 4. IT RAMP FLOOR 5 PRECAST IXILES II IST BE PROVIDED FT DOWEL BENS OF ' L 4. IF AT A FLOOR IS ARE SUB HOLES MIST BE I PROVIDED FOR DOWEL BARS OF OF NOFEETPA OR LESS (ALONGNADML FACE OF CURB) DItA1NAC.�' 2" R THAT ADJOINING FLARED 4D1S LM BE CAST N RACE AFTER PLACEMENT OF 101 MPX THAT ADJOINING FLARED 4015 CAN BE CART N PLACE AFTER PLACEMENT OF 101 MAY SX&L BE PAD FOR AS RID)& COMBINATION PRECAST RAMP F PR PRECAST CONCRETE SPRO BE CLANS A•4. PRECAST RAMP FLOW. PRECAST CONCRETE SHALL BE 0.M4 a•4. CURB Y GUTTER. 6" TYPE A TYPE A N 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF n 1 1,-- 5. NTHR9OESMOF THE NAME FLOORR,NO DEPTH OF NAME FLOOR.OMINIMUTA`�G PERPENDICULAR 5 NTH WESAROF THE RAMP FLOM, NO -DEPTH PLACED FLOM.CENTER MINMUJALWG PERPENDICULAR 4' LAYEA THE BOTTH TOM OmTHE CURBM�TTTERNWE S CONCRETE LOVER 1Y2''. hr CONCRETE COVER % . swxI BE CONSTRUCTED PMNLEL TO THE SLOPE ONE (1) FOOT. 13" a 6. CS /CURB MO PUTTER SLOPE TRANSITIONS ADJACENT TO CURB BAPS N v N NT ' OF SUBBASE COURSES AND TO THE DEPTH OF J 6. CLIPS / GARB GUTTER SLOPE TRANSITIONS NWACENT i0 CURB RAMPS THE PAVEMENT.2. STANDARD UNDERORAINS (CD-1 OR CD-2 OR UD-4 S) TO BE FRONDED AS INDICATED ON THE PLANS, OR WHERE M 7" ARE IN0.UDE0 IN PAYMENT FOR CUM/ C RB MD GUTTER. 5' N Aa INCLUDED uofO M PAYMENT FOR CURB / WRSRB AND WTTER. 5'MN CGI Q w • �x4 7. WW RAMPS ME TO RE LOCATED AS IMOWN ON THE RAMS OR AS DIRECTED 12:1 MAX S' IS `OB�`ON RObW�Y CLASSIFICATIpN AND FIELD CONDITIONS INDICATE. 7. CLRB RAWS ME TO BE LOCATED AS SHOWN ON THE FILMS Ofl AS DIRECTED 12�tf -T �� T !.- Y < BY THE ENGNEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 1Y1 N \ BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER tM \ DESIGN SPEED AS SHOMH N ASPEN%% A OF >3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM AN ACCESSIBLE ROUTEREG RWITHINDLES THE MIGHT of waY AL A XIGXWAV FACICTv " AN ACCESSIBLE ROUTE WITHIN rOF PoWL ER IDE AL A HIGHWAY FACILITY z^ R TNf ROM DESIGN YANIAL IN ME SECTION CROSSES A CURB REGARDLESS 0. WHETHER SIDEWALK IS ENISTING, PROPOSED. ' CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK Is EXISTING, PROPOSED, ' 1-a�_11 W CS IIRBM STANDARDS. /1 4" Ofl SHOWN TENT. THEY MUST IR LOCATED WITHIN WEER, AMID SHOULD NOT OR NONEXISTENT. THEY MUST IR LOCATED WITHIN PEDESTRIAN SHOULD NOT I LL DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF AS SHOWN W PLANS OR AS DIRECTED S, THE ENGINEER, LIGHT .MO SHOULD NOT TYPE B AS SHOWN W PLANS OR AS DIRECTED BY THE NG LIGHT ANDPOL SHOULD NOT TYPE B MIN BE LOCATED REFUND VEHICLE STOP LINES, EXISTING LIGHT POLES, FINE BE LOCATED BEHND VEHICLE STOP LINES. EXISTING LIGHT P0.E5. FqE Ld TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL NG ALLJ 06 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE ALLESSIBLETELEMENTSEOPRAi LOurvPrHnr cAµl TRIALSr;PRon"LwNEOT'eHrrniD nv ?¢;`c�d��'`r! ICCUNOESSIBLETELCMENiSEOF'RA FACILITY piHAT SGN T�AMPRO°ANCT�ielil ENTERED rNY 'c< D � K/ 1 6" 2' AND USED BY PEDESTRIANS. � 1 AND USED BY PEOESiNIANS. - Tl `K,,'Kil 5:5�ArY �/EY •WY,,.�, ", - J EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. OT ps7,psa, oR q7a ' ` ��°•�•"'- _ z STANDARD CG-6 STONE BASE UNDER CURB & A. RAMPS MAY BE PLACED ON RAOIN OR TMIGENTIAL SECTIONS PROVIDED THAT 12.1 MA% B. RAMPS MAY BE SCALED ON gllll/L OR iINGENTIAL SECTIONS FRONDED THAT 12`11AAX 1•:Y e \ TXE WRB OPENING IS PLACED MTXN THE EMITS OF THE CROSSWALK AIN �'-�- THE CURB OPENING IS PULED WITHIN THE LIMITS OF THE CROSSWALK ,VN �� / THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12°1 MAXI 'E p THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING B 12'I MAB S PAl/EAfENT CURB &GUTTER CHECKED BY VDOT PRIOR TO � � e D D � D • r^ PAVING AND/OR BACKFILLING. PERPENDICULAR TO THE cure. 5NR x *v � PEMPEw�cuLM TO THE cola. S.MN X< 7,(�' vJ NO SCALE 9. TYPICAL CONCRETE SDEW&K IS 4" THICK. WHEN THE ENTRANCE RPDICANOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAMICNNOT A O A D d R I Ln 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE ACCOMMODATE THE TURNING REOUIFENENTS W ANTICIPATED HEAVY TRUCK P.000LTpDATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK LLI TRAFFIC.REFER TO STANDARD CC-V,CWAERCI& ENTRANCE (HEAVY 4'MN TRAFFIC, gEFER TO STANDARD CG-13,CWMERCIAL ENTRANCE (HEAVY 4'MN MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR TRUCK TRAFFIC) FOR CONCRETE DEPTH. � AT Z , 2" HIGHER iXM TRUCK iRAFrJ FOR CONCRETE DEPTH. � AT X . Y' HIGHER iXM T EDGE OF PAVEMENT T EDGE OF PAVEMENT , D D D � , D D � LL ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 10. WHEN CURB RAPS IRE USED IN CONJUNCTION WITH A SHARED USE PATH, ` AT XX , SAME AS TOP OF CURB 10, MEN CUM RAHRS ME USED IN CONJUNEI'M WITH A SHARED USE PATH, \ 4T X:X ,SAME AS TOP OF CURB 1 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTOR BEFORE BASE IS THE MINIMUM MOTH SHALL IE THE WIDTH a THE O CR USE PATH THE ONLY ME O SHALL BETE MOTH a R T SHARED INS PATH. ------ r 1 1 1 11. A 4, ONLY Wf WRB RAMP IS PROVIDED FOR TWO LRDsslncs mIAGDnA), TYPE C 11. WHEN ONLY Wf WRB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGWAL), TYPE G THE BOTTOM OF TIE CUM MID O • • • )- PLACED. A 4•. vLaroING AREA SHALL OF PROVIDED TO MANEUVER a WHfELCHNR PARALLEL &PERPENDICULAR A 4'a 4' LANDING AREA SHILL BE FRONDED TO MANEUVER A WIEELCHNR PARALLEL & PERPENDICULAR INTO THE AREA NAY IN LURE T GOING INTO THE TRAVELWAY. THIS 4'x 4' INTO THE CROSSWALK LUD10UT GOING INTO THE TRAVELWAY. THIS 4'x 4' g" 2'-O' BITTER MY BE CWLOPE OF J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITRED SHOWING THE MATERIAL MEETS REQUIRED GRADATON ALL C 5 W MAY INCLUDE THE GUTTER PM. LANDING AREA MAY INCLUDE THE GUTTER PM. - PMILLEL TD TIE PROVIDED OF J W (5' MIN.) 12. ALL CASES WHERE CAB RAPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME v, 12 ALL CASES WHETS CURS NAMES INTERSECT A RADIAL SECTION OF -TRUNCATED DOME i° SUBBASE COLR9E5 PROVIDED A e Q FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. WRB AT ENTRANCES OR STREET CONECTIONS THE DETECTABLE .8--2.4- c-C o C.RB AT ENTRANCES W STREET CONNECTIONS THE DETECTABLE .g•-z.a•• c-c o NIIMIW DEPTH aF r -'{ Ms AREA MAY BE CONCRETE IB uuMANEO. WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O WARNING SURFACE SHALL HAVE A FACTORY flMIUS OR BE FIELD D D O lo AT THE OPIIW OF THE CONTRACTOR4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE lS -MOH%FED As RECOMMENOFD BY THE MANJFMTUflER TO MATCH � �-40QFIEp AS PECWMENDiD BY THE MAMIFACTURER TO MATCHBEGINNING AT 774E COMPLETION OF THE INSTALLA77ON OF 774E AGGREGATE BASE. IN 774E EVENT THAT 774E 4" CONC THE BACK OF CURB. b 0 0 0 0 0 0 0 0 0 0 0 THE BACK OF CURB. A o O O 0 0 0 0 0 0 0 - Q3000 si MIN. 0000 0000000 - 00000000000SURFACE COURSE lS APPLIED PRIOR TO 60 DAYS THE PUGMILL REQUIREMENT WILL APPLY. P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o T= G o0 0 0 0 0 0 0 0 0 0 0 0 _LAUDING RAAP5. THE USf OF AN AGGREGATE SPREADER lS REQUIRED WHEN PLACING AGGREGATE BASE. ' o00000000000000 - + 0 0 0 O o 0 0 0 0 0 o O 0 - 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BEFORE SURFACE TREATMENT . r OoOODo0000O0000 0 0 0 0 0 0 0 0 0 0 0 0 0UQ LI..IOOOODo00oOOO 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 lS APPLIED. ` ` 'T - BASE OMEr R � z- z AM r R mTGPNA A ERO O O O O O O O O O O O O O O TOP OINETEg O O O O O O O 0 0 0 0 O D 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® AT BCTMLF CUM d DETECTABLE CUM W BACK O1 WRB -14- I VARIABLE FALL WIDTH OF RAID FLOOR AT BACK OF WRB ,I 09"-14" I VARIABLE RI.1 WIDTX OF RMP FLOOR I (--( O 0.3 GAL./SAL. YD.). 4" 21-A STONE BASE SEE NOTE 12. B/3 DRIFTER PAY LIMITS BEE NO E 12, O BALE UMETER PAV LIMITS Lb 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING SPECIFiCAPONS. CONCRETE SIDEWALK INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL. DETAIL LLI I-1 9. ENCROACHMENT, POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A NO SCALE �vo0T SPECIFICATION XvooT VIRGINIA DEPARTMENT OF iRMSPORTAT10N sW/15 ylgCNlA DEPARTMENT a TRANSPORTATION 502 502 PECIFIcgnoH sPEcncATION `ypQF � ) Er[RQEE VIRGINAL DFPMTMEM OF TRANSPORTATION WICAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE ROAD MD MINE STAN DARDSCG-12 DETECTABLE WARNING SURFACE REFERENCE DAROs ROAN MD BRIDLE STANDARDSCG-12 DETECTABLE WARNING SURFACE REFERENCE OAR05 COMBINATION 6 CURB AND GUTTER RDAs No BRIDGE STANDARDSSTRUCTURESSPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTATON MAY SHEET 10F 5 REVISION GATE (GENERAL NOTES) 103 SHEET tOF 5 REVISION DATE (GENERAL NOTES) 105 10s RENSDN DATE SHEET t a 1 B BE LOCATED WITHIN THE STREETS RIGHT OF WAY. zc3.Os 07/15 02 2D3.Ds 2ot.w cc-e0 MOro� cD-z cB-z. za cc-tt ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION w _6 VCJ ----- X 27YA" MIN - 26�A" MAX RAIL HEIGHT LIMITS OF PEDLST•! uMHs DF PEDESTRIAN O.0 55 RWTE ® - ® ACCESS ROUTE NOTES) (RAONS i0 BE AS � A`I STREET APPROACH SASURFACING Ra E AS MANURE ROADWAY )SEE NOTE 6) GENERAL NOTES W ^' UNPAVED SPACERAN NON -TRAVERSABLE ! WPAVED SPACE L THIS REM MY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE MASS A3 F CAST IN RAGE, 49W P51 IF PRECAST. A. 6'-3" 6'-3'• 3'-F/i' 3'-t%i' 3'-1Yx' 3'-1'/s' SHOWN ON PLANS) G G I (RADIUS TO BEM 1. WHEN W-1115 USED FOR STREET CONNECTIONS THE CONNECTION MEET BE DESIGNED IN ACCORDANCE WITH AAYHTO P0.1GY NO THE APPEASABLE REQUIREMENTS OF THE VDOT ROAD TI SCH MANUX.INCLUDING SIGHT LLYL ` V WIDTH OF ! R / � �BDMW Tp�N SHOWN ON PLANS) DISTANCE REWIRENENIS. 3. CURB HAVNC A MILE OF 300 FEET OR LESS IN.ONG FACE OF CIRN WILL BE PAID FOR AS / CIA CC-8 f NOTE 71 2. WHEN THE ENTRANCE RADL CANNOT ACCOMMODATE THE � RAP& CUM. S * °P - - - - I Q' TURNING OF ANTICIPATED TRUCK - - - 4. THE DEPTH 0. QIRB MY BE REDUCED AS YLIGH � �L � - • 1� R TRAFFIC, THE DEPTH FOR SIDEWALK Is CURB RSPB THE DEPTH T CURB MTNI THE EMITS OF THE RADIBNOULO BE _ AS 3" (a" DEPTH) OR INCREASED AS MUCH 15 3" 121" OEPTXI IN ORDER THAT THE BOTTOM b.; : p.' - ' /A/X.W a"ivia' rv'. � EE NOTE I fSEE NOTE 2) a � OPTIWAL g�• INCREASED TO T'. RI LIMITS OF PEOESTN NON -TRAVERSABLE ! CE55 ROUTE CE89 ROUTE OF CURB DULL COINCIDE WO-1 THE TOP OF A COURSE IE ME PAVEMENT SUBSTRUCTURE. OTXERWSEE,, THE DEPTH R TO BE 1B" AS SHOWN. NO ADJUSTMENT N THE PRICE B10 IS TO BE MADE FGR A DECREASE E M INCREASE N DEPTH. • k i e,� , b : L,� : N,� : : ..°' . N,. c g.. -1 A A IRR:ICE j j j J J j j j j j I I j J J jJ jJ IJ J e,. �� -_-- EXPANSKN JOINT FLOW LINE EXPANSION `o Jogr 3. WEN USED IN CONJUNCTION MIN STANDARD CG-3 OR CC-], THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO LATCH THE MOUNTABLE OEM CON ICURATIQA. 4. SEE STANDARD CO-12 FCR CURB PAID DESIGN TO PL Uj 11/ LL U O J PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE 5. CG-2 IS TO WE USED W ROADWAYS MEETING `� .,A' . f' . NOTE: WIDTH "B" WHO" OR AS W MNNLNE ROADWAY USED WITH THIS STANDARD. � THE FEOUREMENTS FOR GO-8 AS SHOWN N ARPEIOI% q OF THE VDOT ROAD DESIGN MNEJ&. L.� • O.��L GR-2 GR-2A SHOWN ON TYPICAL SECTION A,� 5. OPTIMAL FLOWLME MAY REQUIRE DUMPING OF A ADQTION& PoCHT-OF-WAY IS RED F THE LIMITS 1_3. IN TIE SECTION W CS URBAN STANDARDS. G, , fl , (6'-3" POST SPICING) R3•-1'/i• POST SPACING) PORTpN OF GUTTER TO PRECLUDE PoNONO OF WATER. OF PEDESTPoM ACCESS RWTE EXTEND BEYOND EXISTING OR PROPOSED VDOi RIGHT -OF W I- �S"J >.�� g.��A MA% DYNAMIC OEFLECTpN 3' MAX DYNAMIC DEFLECTION 2' PLAN VIEW J ENTRANCE NOTES V ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ,' UNORSTRIICTED, STABLE, FMN MD SLIP RESISTANT . p, • G. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF q • °' ��L'.�A' N.' E D.' � O MNILIN: ROADWAY SLOPE IO PARABOLIC CURVE EDGE OF SHOULDER OR BX �' D B. PLANS Na TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE 6 REQUIRED TO PROVIDE PoSIRVE QiNN/AE ACROSS THE ENIN'WLE' O F� M� FACILITY THAT CAN BE APPROACHED, ENTERED MD ti. • e.' x:. .'A ,'A OPTIONAL ROW WE SLOPE CHANGE ® - 7. MARLIN PAVEMENT SHILL BE CONSTRUCTED TO THE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY HALF PLAN USED BY PEOESTRIMS, _ _ _ _ D R/W LN (EXCEPT MY SLe VE sTAaaIZATIDN N BBBB� NOTES) MARLIN ROADWAY _ REWIRED FOR MANLNE PAVEMENT WXILX LM BE 2' RADIUS - - OMITTED N ME ENTR/NCE.1 CLEARING, GRADING OR OTHER CONSTRUCTION. • IF PEDESTRIAN AccEss RaDTEs ®ARE BEING � ex MAX. _ _ _ _ p IT PROVIDED. A MINAMA .TRAVERSABLE MOTH IB SECTION 0- WMDBAL LOCATIONS SHOWN DU PLMS ST APTNRO%IIMTE IIIIII IIIIII SLOPE CXAUGE ® -' B. SMVL WRB OR CONSTRUCTED CURB AND GUTTER 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, giOLIaED WITH A MAX.2Y. CROSS SLOPE. SECTION B-B ONLY WHO CM SE ADJUSTED DURING CONSTRUCTION F AVD p SHALL NET BE coNsmucTm BEYOND THE ww LINE B• M DIRECTED BY THE ENGINEER. EXCEPT FOR REPLACEMENT PURPOSES. SEEDED, AND MULCHED. WHEN OR CONJUNCTION F WITH STHUMO N•� n FOR DETAILS OF POST MO BLOCKWTS SEE SHEET WE 501.05. • OPTIMAL R-2A METHOD X OPTIMAL Cft-2A METHOD J SCGITAR OR CG-7. THE CURB FACE ON ATC 2'-0" p. USING NESTED RIL USNG IDBACK OF 20'MINWM FOR 9. THE DEBIRIBIE ,VD MA%IMLM CARRIAGE GRADE CHARGES O 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 STMDMD IS TO SE ADJUSTED TO MATCH RAIL ON BARN OF POST 0" ME LISTED M TXE &LOWAaE ENTRANCE CRANE THE MOUNTABLE CURB CONFIGURATION. # N,• �L. SIXFACE FOR DETALS OF RAIL ELEMENT RAL SPLICE JCNT AM 5'MIX. COMYERCAL CARRIAGE TABLE, THESE VALUES ARE NOT APPLICABLE TO STREET UNPAVED SIDEWALK SPACE PARABOLIC A� A ASSOCIATED HARDWARE SEE 5X'EEi NOS. 501.01 MS 5D1.02. _ w (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LDRVE .1;. � � .; • .' TED RAIL 1X2 AODRDNAL RAIL s PLAcfO on BACK of POST WN+EcrIDHs. • s- x • R/L ELEMENTS ME FURNISHED SHOP CURVED FOR RPDII FOR GR-2A THE POST SPACING WILL BE 8'-3" ® CONSTRUCT GRADE CIILNiS WITH A PNRIB0.IC CURVE. w � •1:. >'� BETWEEN S FEET RU 150 FEET. :--: w LESSER SLOPES OF 3. 1 OR BETTER ARE TO BE ACHIEVED. NO WTTER ® ® ® : w A, .A ' SECTION A - A ALLOWABLE ENTRPNCE GRADE CHANGES w O � - 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE °' e• . �. ' E. -e. i. e. 'o- ' j HOX TD p%CHANGE ' •' e^ : ALLMET auc sciAL POSTTH A VMI SHALL E YORE PLUMB. NF/A'T' PER L REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, ° - P. `°$`b=KP"` =a4'�s ae b gQggY4o va e." a e A-' giMµpRTICAL.O WIEM.B`OCKWTHOUT TS.ANDION GORGE H PEFE OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO I SECTION"C-C SUBBME SECTION 505 OF THE SPECIFICATIONS. STABILIZE A DRAINAGE CHANNEL. 6A AGGREGATE BASE TYPE ISME 20 WARS A3 (N.E.S.) COW. ALL GR-2 MD GR-2A RAL L BE MAINTAINED AT A HEIGHT OF 27) " MIN - 28114" MAX AS MEASURED PER 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE B-0- 5'-0" ®POINT OF GflhOE CHARGE g• STANDARD CRFEAR l/IRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 12% MAX. SLOPE AND C FOR WRB MD CUTTER ONLY W .I:. .>, ,p •�. ALL W-BENI RAMS SHALL E LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE FOR R WRB AND GUTTER 2 X MN :MA INCREASE N &ORE AT MINIMUM TO- INTERVALS .-...,3 X MAXIMUM DECREASE IN SLOPE FOR FIRST D'INTERVAL ND [•' . y ' , THE OPTION& GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITION& RAIL ON THE BACK OF THE POST FOR REINFORCED CONCRETE PIPE -CLASS llL euLr CIXIWRRENTLY B X MAOIAlN DECREASE FOR SUCCEEDING MINNUA 10' INTERVALS ACCEPTABLE ALTERNATIVE STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. SECTION A -A IF CURB IS EXTRUDED RARE RATER DESIGNINSULIN SPEEDED SHY LINE BEYOND SHY LINE MPH LNE US FLARE RATE FL ME RATE 70 9' 30c1 15c1 W g0 8' 28U M+1 Y 50 6.5' 2T-1 1T1 40 5' 181 0:1 R 30 4' 13:1 7'1 ♦ B ]OB NO. CLASS AS .�, .W, '�• '�' '�' - 182150 NALLOWABLE ENTRANCE GRADE TABLE IS NOT OTE: .SIB A .'.• ,� •�, •�'. 'L' - APPLICABLE TO STREET CQNECTIONS SCALE SECTION C-C AS SHOWN ENTRNJCE VOLUME CRPDE CHARGE OESIRMLE MAXIMUM HIGH MORE THAN 1600 VIED 0 % 3 X 1 s3X 1 SIX Low I LESS THAN NO USG s g x g X 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION ♦SUCCESTED Ma%NW FLARE RATE MUST COMPLY WITH OSHA STANDARDS FOR THE SECTION D-D FOR SEN-ODD BARER SYSTEMS. VAT SPECFDATION SPECIFICATION Y�E VppT p COPY OF THE ORIGIN& SEALED ND SIGHED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPEOTCATDN SHEET NO. CONSTRUCTION INDUSTRY (29 CFR PART 1926). STANDARD ENTRANCE GUTTER REFERENCE REFERENCE STANDARD fill CURB RDAs AD �IOCE srNOARDs flDM MIME REFERENCE EFIBaTIrrf METHOD OF TREATMENT - AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL CONNECTION FOR STREET INTERSECTIONS 14 SHEET 1 OF 1 REVEHON DATE 502 US REVISION DATE SHEET I OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 .,1 20] 03 07/t5 vIRCINIA p[PMTMENT OF TRANSPORTATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20LD1 50104 OB/14 VIRGINIA DEPARTMENT OF TRMSPORTpTION SD5 li(12 AND OINACOD�I�MYAREnRCIALTRENTRANCES REV p� a 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. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE 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 ATA 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. 3-4. 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 82s" IN 6„ INITIAL BACKFlLL a. IN a. MIN MIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 MI INITIAL BACKFlLL 4 MI UNSTABLE 8. 8" am :RROC\K SOIL-,,,__ MIN MIN. _ MIN STONE �-RANULAR FILL AS APPROVED BY ACSA S CK, ABLE SOIL OR NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES �10"± 5 10' S WATER SEWER 3 A o a c LOCATION OF OTHER UTILITIES CGAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THSL WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM N SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER L SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 PLACE 5' GALVANIZED " WITNESS " POST WI CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT y TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE O II � ADJUSTABLE VALVE BOX W/ LID i U f a 2 N M M.J. GATE VALVE E A.2'x 2500 P.S.I.CONCRETE 2'BEARING AREA. THRUST BLOCK NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E.II.W. 1574 CAST IRON CLEANOUT FRAME AND LID101/4" INSTALLED FLESH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 1/2" AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT C3500 PSI) REQUIREMENTS 1'. PVC FEMALE CLEANOUTADAPTER WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP -N-SEAL No. S406-10 AWS* " WITH 10 1/4" BAND PVC PIPE SEE BACKFlLL AND BEDDING 45BEND REQUIREMENTS VC PIPE SEWER LATERAL FUTURE SANITARY LATERALNPKCoR Wry -- (I 'A BOTTOM OF TRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY Ar EASEMENT OR RIGHT-OF-WAY FUTURE �� SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) v -;-- CAST IRON CLEANOUT _ ,• FRAME AND LID- - - - - - H Y I r51 II LLLLL � aI r LNyyE SEWER LATERAL A A CONCRETE 45° BEND COLLAR PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC ACCOMMODAT ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 D. 5 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 6. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 TO- & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 L THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 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 TO-3 V CCMMESSGN • 31V MALE PIK CWPLING OR APPMYW MAIL G) TYPE *K SOT COPP R FOIL USE ON ATTACHED SNGLE FAMILY RESIDENTIAL SEANCES M DUAL RESDnl & AND IRRIOAIION SEANCES 11 W TEE Q NOM. NO SIEATEO Fn .M DUAL SERVICE R. 1' CCMRLESSI N " 3/! MAZE PIPE CMPLING M APPROVED EM& -TYPE 'N- $CI WPP ft O FOR USE W DETAOXM SINGLE FAMILY RESIDENT& SERVICE WERE AN RRIGATIW METER IS NOT PROVIDED, SINGLE SERVICE NOTE: I) SOIDLES $HALL BE USED M PW RPE r cnsr ARM uD nwSHED MADE 1o'-Is- MAR ET Box TLMCDPPMSETTER 7LMKWNG fro Ww CELLI= ME EN Ca ATM SMP BRIOf A$ NEC SSMY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN a7 P _ r Tt BRANCH 12"WIN If T_L-1 III o / 2" FLEXIBLE CONNECTION 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 - - - - - T Top View 6" MINIMUM d4 4' MINIMUM 4 O 4" MINIMUM kfEl 4 a 4 :d_ a NOTE: RESTRAINED JOINT FITTINGS. Side View RW12x14(min 4 5% ed Ste, 3' min. penetration iI soil or as approved ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 NOTO MIN. 60' DIAMETER MANHOLE REQUIRED. HOP NAMJOLE PVC CROSS USE APPROVED FLE%IBLE RUBBER 6, BOOT. 3 GASKEY STOP COfTEOONG e]' I DROP PIPE STAIN ESSAPS S EO_) PIPE STR SPACED EVERY* 2' VERTICALLY "(. �90' RESTRAINED BEN➢ r`3 a �W 1 R•` / * MAIN SEAEN . -i•°.. °. PIPE PLAN PROFILE MIN. 6' BEDDING WITH NO. 69 STONE L HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETER MINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2)FEET. 2. VERTICAL DROP PIPE SMALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FRTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE 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 SHALL 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 MANHOLE REQUIRED FOR A SINGLE IM OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 ?E n , E n.. oN q ^� 8 R R 8a o VvJJ NY' 0 --II aA U _ ...a n .¢ IZ Ci AFMR oEoE.O Q PS E a. rvZZ!-28 V w J5 y u05 a N o 6 411 �18 -1 o yE e5 EUp Ems. E E•` � E v R _ E �o O s o E i E s E fy,�lo o 0 e U E S E91 ME .o€ ai n 3 f n ✓t N W 0 0Lt I ,Iy`Yj W; TYPICAL MANHOLE FRAME & COVER N.T.S FIG SHI TD-31 FINISHED GRADE ITT- 1=1� 1=1 =T1 r -ITI- , FT=Tl r=1T1=-T TRENCH REDUCER -r' A Ni2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNDISTURBED SOIL g 18' MN PROFILE VIEW} UNDISTURBED SOIL - EDGE• { --- OF TRENCH- ° 24" MN. m /REDUCER 8" MN ° :° . A` _.'a. 2500 P.S.I. CONCRETE THRUST BLOCK " g" MN -- --- -� -- - - - i - - - - - - - - - - - UNDISTURBED SOIL - EDGE ° OF TRENCH •- 24" MN NOTES: PLAN VIEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. Vi TD-7 4 COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. 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 ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". & ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE, SERVICE LATERAL _�rlN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" ALVE BOX 7 CU. FT. q68 STONE 42'MIN fi' GATE '�$ •"., VALVE i TEE 2500 P.S.I. CONCRETE BASE AND THRUST - P•)} BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE MHEN THE SOIL IS DISTURBED O)� WHEN RESTRAINED JOINT FITTNGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS W1ERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 ED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS �TYPE "K" SOFT COPPER STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.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 BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFlLL* UFTS) EMBEDMENT* THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OFPIPEMECHANICAL TAMPER N0.68STONEHAUNCHING J8-MINL(6" BEDDING 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 TD-34 Lie. No. 035791 a 4/5/21 j J O Z M co (f') Ln F1 N (M 0 (] co V ) G N 1--I N J W / W J J � z cib w QLn ~ W W V, = J �/o� V U Q W LLLU Y z z f-L Z M W `6 Z w/ N vI v, W U O J �_j _ V J c I� N = O W OJ LL W H- g m w x a Ln 1013 NO. 182150 SCALE N/A SHEET NO. 15 \� 1 A\ \\ ///� / \\ / � PRE -DEVELOPMENT SWM PLAN: 1 \ \ \ / / / / � � /y / \ \ � l \ POST -DEVELOPMENT SWM PLAN: SCALE 1 100' . \ \ \ \\ \ � 1 I / l� � l / f �� SCaLe \ / \ \ �: 1 \\ � � ` — �l J S�I I I/" � _/ / � ( 1 / � - � _ _ _ -PRELIMINARY STORMWATER MANAGEMENT NARRATIVE /l/ \ OVERVIEW SIC R. LINS'Z THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS PROVIDED TO IMPROVEMENTS. THE STORMWATER MANAGEMENT PLAN WILL lc. No. 0357 MITIGATE THE IMPACTS FROM THE PROPOSED IM COMPLY WITH PART IIB SWM REQUIREMENTS. WATER QUALITY SUMMARY THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THREE BEST `S5'1 EEC' MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE OF INSTALLING A CENTRALIZED LEVEL II WET 1 ONAL POND WILL BE IMPLEMENTED. THIS BMP WILL TREAT THE PROPOSED BLOCKS 12 AND 13 RESIDENTIAL 1 ,DEVELOPMENT. DOWNSTREAM FROM THE DEVELOPMENT, THE PLAN PROPOSES THE BEST MANAGEMENT PRACTICE OF PRESERVING OPEN SPACES. A RECORDED EASEMENT WILL BE PROVIDED PROTECTING THESE AREAS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. THE REMAINING WATER QUALITY REQUIREMENTS WILL BE MET WITH THE BEST MANAGEMENT PRACTICE OF PURCHASING NUTRIENT CREDITS. ::��1I I I I I y A 1I i !♦ v �,, I I I I If ALBEMARLE COUNTY / / / \ (I ♦ -\�\ y\ / WATER QUANTITY SUMMARY ( ) � f` THE PROPOSED DEVELOPMENT OUTFACES IN 1 LOCATION IMMEDIATELY UPLAND OF VARIOUS EXISTING \ I I I 1 \ I MANAGED STEEP SLOPES _ _ - / \ /� l f ' \� �' / / ALBEMARLE COUNTY CHANNELS. WHERE ROAD / INFRASTRUCTURE EXTENSIONS ARE PROPOSED LEADING TO THE NEW ( / - \ \ RESIDENTIAL DEVELOPMENT, ADEQUATE OUTFALLS ARE PROVIDED WITH SUBAREAS LESS THAN 1% OF THE - - \ I \ \ \ / / �_, - ` ♦♦ ' �� /MANAGED STEEP SLOPES t > I \ RECEIVING CHANNELS' WATERSHEDS. ADDITIONALLY WHERE THE BULK OF THE DEVELOPMENT OCCURS A \�� \11 { \ \\, �•\ \ / / / �/ •�< -as�� i _ \ \ I, `i� -•i 1 s \�� 1 / / i/ > 1 PROPOSED WET POND WILL BE INSTALLED CAPTURING THE VAST MAJORITY OF THE NEW RESIDENTIAL AREA. • \ \ \ \ /�� '' - �i� THIS FACILITY WILL PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE MAJORITY OF THE \V� \ \ \ / / / • 6 �/ r - A "�%C �. A x�'� '�� \ \ V � �/ /, • ��A� � � � , \ x � AI\ � � � 1 x 4 \�' � � •'� ��S�ggB ` i � PROPOSED DEVELOPMENT. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9 VAC / \ 25-870-66 WILL BE MET WITH THE FINAL VSMP PLAN. PLEASE SEE THE FINAL VSMP PLAN &ASSOCIATED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS. z � � // U � \ vv m I -- -- \ \ VA v� - T v _ .PROJECT I ♦ / I�� A �� r - w Z) / BOUNDARY (TYP.) - , / " \ V �1►/r ��'-PROJECT A o a �� I 1� ♦ ��y�� BOUNDARY (TYP.) - - - - i - - F \ �_ �1 ♦ J /\ �� / �..� m Ln z ------ Lu ► I �, / l I I -- --- I I I` _ � r �..:'� III ♦ I / / — �� /� ��. ♦ --- v `..ce t �� ;, PROPOSED -fi �/ /�/// � 1 I / 1 / /i / /i i�//�/ �,iC 1�V A > �� ,.,,,,., � A� � 1♦ � �' r v v __ � �� I � I�A i� ` PROPOSED /W/// / / A ' V GREENWAY, TYP. ♦ I j �� A\� VAA\V��1> 1 !I�I ��`I I 1 1 / 1 I / / I /�/i �i/�///////// .�—�_ v° - 1 y� �;:�v�,• o.,.:` � _ � \ VA PRESERVED STEEP SLOPES \ \ \ \ / / / / I I / ALBEMARLE COUNTY \ �- BLOCK w \Z \V�///III (//y/// / — / A \ \ F�>� ' �v PRESERVED STEEP SLOPES I1\VA—/ // / V / - r • o �\ \ S60A�EA 1 BL C/N =59/.0 \ �\ SUBac. Tc=Q.21 hrs. 13.28/ tt ��J /♦♦ ,/ u �! CN=81.0 /, /e \ / //� \ Q 1 .. 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(� / / / t .*.,,y y ..� ..i+,,, `: A �.°° A 1 \1 �,..` '.} 1 1 ♦ / f /j A VA v AAA V A \ // / / 1 / / / / / / / / / / / / // \ � y Tc 0 5 hrs � � ♦ t �L� �/ / , v � I\ VAV A 1 1L9 / 11 / �/✓• � Ill I /�/ I ti�� I � .� // ,. ,�� /// � = - �. ♦ r-I 'As— �/ / / / I C7 \ - IIII//� III/�/ // /V«.• ��1� �" ♦ v !� _ 1 J t PROPOSED \ \ // / / /All / / / / / / \ ♦ /// \ GREENWAY, TYP. \ \ \ i / / \ _ / / / / // // // / / / \ PROPOSED w t ✓ , I ) \ \ \ \ CV �`_ �,T�! , l(\ \\ \ \ \ �\ / / / / ;•�II1I I /// // /l \ \ GREENWAY TYP. /♦ \ /rn\\ X\\\\\ fl \ \\ _ \ i 1 \ \ \ \ / \ I '� I I / I I �I �I 1 \ \ \ �. ,, ). \, 9 r+' ♦ I �, 1:1:� I I� \ \ \ — `\ '� ', I I �. / l (1 \ \ � \ �, �� M�M� �\ _ / // / \ / I I♦Z l l \ \ I \ 1 \ ! / :::1 ! / I I III \ I \ \ \\\\\)\) _� \ ,, ,, I :; \\,� - 1;c_zW \\ j 1 > Q Q \�� \-- I .; \ ti � \ � r� \ � \ � / �\ \ \ I �/ /ll \I 11/ / ...,1 I / /// // //////// \� \ '°$l I ` I �, I (\\1•\ � ■�� ,�, ♦ I z I III I I$)\/ � J / / // // \\ \ \ \ \ \may\\\ ► a // / J A I II 1 /// / / / \` \" \ > / /// 06 �\�\�� \ \\ \\ �\\�\� • � \ �� v- � .. �\ \ \\ \ \� � —�\ r`/• • I\ `_' I \ 1 I�l /(/ / / //�/// / �'r�� ♦ `(.i�:..' RO"JE�CiT/ 'll/ / / ; / //\ TYP) \- zQ ZWL U) \�\\\ BOUNDARY (TYP.) W J l \ \\ � ��\ _ � I \ \ • I I / 1l f�'I 1 f \\ \\\\\\\ \ \ P 1 \ \ \\ \ \ \ \ •\ \ \ I III I II//�/I I �I I �I I' \ \ \ \ ♦ / f/ / / W If ' /III/ r:. ;•,� I I f I I I I I / \\�\\\\\ J \ \ \ m: ' y _{ Q \\�\�\ \ \ \ \ W f vV A �A v v .A \ \ ' A �` I l �. J,I,IIIIIIIII I (n V\\ VA VA �vvvvvv� ��\\�\ V v 1 / I/II Q V AV AV �v �vv v v v ',A VA� \ �v v I Llll l/ l l /I A�\�AVAAVAVA�A�V� V A A „ — ♦p VA�\Vv V, VA VA \:A IIII VA _ v .•: % I \ VAV�VAA�VA VA \ \\ �- �� A � \ - / / LIMITS OF FEMAAPPROVED �\ V l� V t I It � t W °A V LIMITSOFFEMAAPPROVED Too YR FLOODPLAIN Too YR FLOODPLAIN Q LU r-I \V\� \V AVA V AI Awvv � v V � � �-- / I I I / / A \v �A A �wvv � A `�` \ � � - - ♦__�i:% �j 't // Vvvvvv�vv�V� v �`\ v ♦ I/ �. V A v ♦ �� (� ,--I - \ p A �\cc 06 \ v v v v v v \ \\\ li \\�\\\\�\\ \\�� - \ I / \I' \ � \\i • -�, f�/////// /�o \ \ �® �1\ \\ \ \V \\ \ v\ v � V\ \\ ° I WW N PROPOSED LEVEL II WET � rl FEM000,POND TO PROVIDE v A o (/) v I \ \ �STORMWATER QUALITY & V)AAPPOVED Too YR FLOODPLAINI /ViAVA�\V�\Av\v�V/A/ 1vV�1\\�VvAV�AAA vAA\�V IIA I\ V I A I A 1 A \ JI•V�/ V`vvy��\��v,� ��_ , IVIA\IAVIAIv � \AA�Av \ �l/ v ®\J l � :• '��\ �Vl�\\ v VA\�:� � _�%//// / ,/ ,� // / ®/® ( I I- ( I,I v \1 v vI v v\ v V vAA v A\ \ V \ � A_ vA v v\� � -v _- __ VVAVA\VV\� v V \ \A �A�A\v A\�\V\VA. vAV v\ v . V vA`v`1• \\�A\V� � 1 A ° vA �� ' !I ' v.�� `� �V io��o�YRFLOODIP\ A ��/ \ ®®V / �.:: �•�•� \�\' \�\\� � �A\ QUANTITY VTREATMENT R�EAT,MENTLIMITS OF FEMA APPROVED LOCATI6NOF PROPOSED _ � J F --- VELI ETPOND A•LU 0(PROPOSED CONCENTRATED �Q UO_j OUTFACE #1 (TO POI #1) Pori A• A\ v \�o / //� / � �� / �< ::.:>;.:..::.' [•:•/:��-�. A d te:r..<:..•t.: t v� x —'�r_�._J-.N�.:,.��..�.—.? � ..�-- 1 _ —.?.�.:.. /// l � �V�v - ,� ��l V� / �\ I �I \� � \\ �/ � �A• \ \ � � . : � O POI XISTING STREAM (TYP.) XISTING STREAM ING STREAM(TYPJ- // l//1 ww/ XISTING STREAM (TYP� / v favv� CV QtZ--t u, ✓li,71, _50G4ba<_I ��. •—�— _—_-A \��_ � \ V�A�v��A�A�\A\ V �\A''�VMy! \�v ��\AJ� �� A�-A�� ®�`��®_®, V v -\\ .\\ '� ' ®.®..• / _ / i /- 4°' �� y_ p�o EXIS�NG WETLANDS (TYPJ (TYP.)DS _XIS�NWETA 1L�8J.Lo2e 1No5.Fxw o0I Eral Construction notmater Management Plans Gene 100 i. All dams and constructed fill to be within g546 of maximum dry density and a9b of I ( / / / / � � _� - � � i � L 1 1 ® •� / f � - � � ,� / s• � / SCALE All f t t optimum moisture conen.fillmatenal tbd bthil o e approved a geoecnca\ � / � _ _ _ - �._ � �� \ ®\ •- 1' - / i Vim\ A A • ® �� , �✓ V �V ��__ vvv e� \ �� _ _ _ A O� •.• engineer.Agengineer stobepresent during construction ofdams 2. Pipe and riserjoints are to be watertight within stormwater management facilities. ��1 PROPOSED FLAT VDOT CLASS 11 COARSE AGGREGATE OUTLET rt=100' Fortem temporary sedimenttra sorbasinswhicharetobeconvertedto permanent VA ��\ .M \ A �� V A A PROTECTIONw/GEOTEXTILEFILTERFABRICUNDERLAYMENT. _ 3 P ry P P � v A _�� \�vA�V�A \ \ \ �V I I FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & / SHEET NO. stormwatermana ementfacilities;conversionisnottotake place v v� A \ - ,� / v�v -- __ A _ A V 9 P .- L__ V A� \ — � AA V A V A A A�`� .- ` \ stabilized, and permission has been obtained from the Count erosion control ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" \ \ P v 16 - --- \ inspector. — \ i AVAvAA�V\�V ALL_.:®;. / /� PROPOSED3o'REFORESTED/ \ TH PROPOSED REFORESTED REPLANTED BUFFER \ Q `j,r� 30' REPLANTED BUFFER ® p �GZ R. LINSZ PROPOSED STREET PROPOSED STREET TREE (TYP.) U Lic. No. 035791,E TREE(TYPJ • •-— 4� 4/5/21�4 F.---.--- �. — — -- ` — -- -- —�— —v ` ••x — — - -.-- —•� �SSIONAL E�0s1 o� 1 / L 6� I 0� I 51 6 55 I �- a _ g1 I �, I O i 5 5 k 3 I I I O I I' 60 — — I 59 56 l l \ 0 \ -510 41 i O� \ vo - — p o - \ �CROAD / / �, : A - 49 PU@( ! I' '�I �� z 0 a \ p'( ;' •'� x - ff 0 (� l � vu / y w / / OC I ; y / X O( I INE (TYP.) i! - / 65 -- i _ kEAM 6 p� I 61 _ \ -- --- PROPOSED STREET I pC ' TREE (TYP.) I 10 . I I� . I I.. ' ,� k9 \ k1 x vol \ \ \ Lp�vo \ \\ r % $ :\ �. k3 �:I :.. I I �, V l / ' �0�------ I � \ I .. y \ ,, � � I I I I I 69 I I � I I ill _L _ _ _ � � : • � .PRLu OPOSED STREET — � \ \ k1 \ TREE (TYP.). .• I x O� p � I` I:. I 3 a0 I Ce \ X ? I 1 •• ` • �' \ x 6 x — I Z a m 3y LL y0j2 O s y s a PROPOSED STREET TREE (TYP.) ;. :; _ ... —_ / �. >✓ — ,.. _- V `[ -- '. II: w a rV N NDS(TYP.)77� QXSp oPJgV y y y a ,v: - " y y y " y \ y y " \ \ — ,� -�— vO \ � f , •-x � �0� : � \ 9 PROPOSEDi5 LANDSCAPED BUFFER :1 - C37 7 y w : w y: „- - y �� —.. , -., :• ,.... �.. 'C �' LANDSCAPED BUFFER o- - y y y EXISTING STREAM y : . y y - y \y\ y \ t \ : / � \ O \ : X. .:, p � \ � /f1 y p� \ x i �� / ✓ \ �.. _ i C}) v i y y y ,v ,v y. y�� y y y y y y y y..y ,v y y y y�. y_. yy \y y \ x \ _61 ' x \ H INE-. -E � PROPOSED STREET --- ---- -- ---- --- T W t!1 TREE TYP. 1$ ( ) N \\ I --I ,v y y \ \ \ \ \ I I ---- M ar y y. y w y y__ y. mC•. .v_ \ y O� /i % � y y y y y y y y 11 y 85 \ C� y y y-�• jy V 8.Po % 4 x — — -- N� \ OPOSE �i�RN'1 x :.. ' y � .', T:- t "o I 1 ! CY) N �i _ Lu- � � � � y � y y y y ,A1 y. - y a .i" . �l v �. y l y '" \... \ ' ,.. : 'Y- — / x •� � — �..., �= N' I I : \ " - W LL � y FUTURE PUBLIC GREENWAY TO BE - _ \ DEDICATED TOALBEMARLECOUNTY �\� 000 \� \ / II �i�� I � � J 06 y y \ �� \ y y ATTIME OF FINAL SUBDIVISION PLAT,,, � y \ � PER PROFFER #2 OF ZMA201800011 " "y.\ y - � � "`- �'1� 4 f \ _, I ,. :.. , . / /. �:.\ I,,, 1, gipA\ \. - �. <' i.� / \. _ — — — --� � _ _ - ° I a > Z Z PROPOSED iS \ \ _ j \ \ 25 I 'O N U) W Q J J \\„ y .. y LANDSCAPED BUFFER �I\ v y ...., y� : \ \ 1 / ..j , \ \ \ : Lp� \ , \ � �p6 2 — I � I IL9 I_ w 'n V l y\gY y x i LANDSCAPING CALCS: E Q V JJJ Q v �` r• . � \ T' y — _ — — y BLOCKS 12 & i zz.zo AC 3 X GREENWAY 4.00 AC NOTE: ALL LANDSCAPING WITHIN THE STREET RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE U 1 Q I--1 u (n I - �' ✓ `�� y - TOTAL: 18.2o AC PROPOSED STREET ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY \�. ,y M � /.._ - - y y y -' y. / y y y y y y •-, / TREE (TYP.) /.. FOR A STRUCTURE IN BLOCKS iz & 13. Y Z ;.ell / ✓ / / \ \ �� OyO�, y y y , \ y TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS. 18.20 AC EQUIRED LANDSCAPING: 15%OF 18.2o AC = 2.73 AC \ Conservation Plan Notes: ul W F- D 1 \� / - -v y : / / '- _ EXISTING TREE CANOPY OUTSIDE OF GREENWAY TO REMAIN: 35,985 SF - o.83 AC 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. rl s0 \- �Q)y // // // y y, s \ PROPOSED LANDSCAPING: 83,735SF=1.9zAC NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY �( `%j oya f _: / .,� _ j�l s � y y y �. TOTAL: 2.75AC y ys � � THE COUNTY ENGINEERING DEPARTMENT. Iw N y y y y z j / y y / / •PROPERTY BOUNDARY (TYP./ \ LANDSCAPING NOTES: 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. ,--I !I: y 1. 1 LARGE STREET TREE PROVIDED EVERY 50' OF STREET FRONTAGE. 5� 2. STREET SHALL BE LOCATED MIN. FROM DRAINAGE STRUCTURES AND 1o' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. 3. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORM WATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. W (f U THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE O __J/ ,`�°O�, : _ .z•': :-- / --- �^ '., '' `. \ �> r° / y y \: - -- ;' ONLY TO SUPRO RT THE OVERALL HEALTH OF THE PLANT. y " „ (�'. y -v \ : s y. \ PRO 4. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED BETWEEN z' AND 'ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES •„ y \ y 7 5. OF TREES TO BE PRESERVED AND PROTECTED. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. J Q J m __:----''` �� PLANT SCHEDULE: AND ACCOMMODATE PEDESTRIANS. ^` TOTAL STREET FRONTAGE 5 5[994� y \ REQUIRED STREET TREES: 1zo(iTREEPER EVERY So'OFSTREET FRONTAGE) j ^y y " y -'' \ " y _ \ PROPOSED STREET TREES: 122 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. C: Q N J J 1--1 T 2 SYMBOL BOTANICAL NAME COMMON NAME CANOPY TREES ASL ACER SACCHARUM'LEGACY' LEGACY' SUGAR MAPLE / y �'� s NOTE:1186'OFSTREET FRONTAGE ALONG EUSTISAVENUE (PORTION OF) SIZE QUANTITY CANOPY TOTAL / a — y .' y. y 9 y y — _ i y y y m• \ REQUIRED STREET TREES: 24 / �' y: „ " y " y _ y y _ `yi y y y y y : y y _ _ y PROPOSED STREET TREES: 28 y i y y y y y y y y NOTE: 1,707' OF STREET FRONTAGE ALONG GRIFFIN WAY 2-1/2" cal. 18 254 4572 // y y y: y 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE O O w F �� y y " - " - y y y y - _ y y : REQUIRED STREETTREE5:34 REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL. G NS NYSSA $YLVATICA BLACK GUM UAP ULMUS AMERICANA TRINCETON' PRINCETOW ELM 2-1/2 cal. 2-1/2" Cal. 3 181 543 y y 17 535 9095 / ` / v y y. y y a y y y y y y y PROPOSED STREETTREES:31 y y y y y s NOTE: 6o6' OF STREET FRONTAGE ALONG GRIFFIN COURT REQUIRED STREET TREES: 8. SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO w p 1- w CIS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" Cal. 122 419 51118 y PROPOSED STREETTREES:10 BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL JOB NO. UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. / / \ y y 10 124 1240 / y y / ROPOSED GREENWAY (TYPJv y y I.v "' y"..., ,v NOTE: 567' OF STREET FRONTAGE ALONG EDISON STREET y y y y y � y y y y y REQUIRED STREET TREES:11 y y „. y.DAPIll� y �y PROPOSED STREET TREES: 12 HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 182150 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 12 124 1488 !/ // y' j / y y y ly S y \y y y y y NOTE:458'OFSTREET FRONTAGE ALONG SUTTONSTREET y 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES IN TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES SCALE CD CEDRUS DEODARA DEODAR CEDAR 4-5' ht. 36 143 $148 t : y oy y y o 80" �y�' REQUIRED STREETTREES: 9 y io v o " " a y PROPOSED STREET TREES: 12 WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL 110 1 ^O r JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 44 16 704 / / \ \ > .,, \ \.""wv\: y y y y " NOTE: 1,470' OF STREET FRONTAGE ALONG BELFORD DRIVE IS LOOSENED. MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6'ht. 43 113 4859 l \; `' " \ y_ y y y �J REQUIRED STREETTREES: 3o y y :y y PROPOSED STREET TREES:29 ?EET, 10.TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. SHEET NO. PT PINUSTAEDA LOBLOLLYPINE 45 ht. 24 207 4968 \ ]'��„\ ✓ - \ y (:IN ). y y , 17 04 t,\ -: .r / r \\ y " yl inch y- 40' ft. y TOTAL 83735 t _ / y y 1y i c NOTE: ALL LANDSCAPING WITHIN THE STREET -OF-WAYS SHALL BE INSTALLED PRIOR TO THE RIGHT 23 \\ \ IISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY yy y y., yy _y_ y yy % ✓ \ 2y \ 1 I vp( ` FOR A STRUCTURE IN BLOCKS 12 & 13. \NCO\)Y' y " y y •. , is ✓•TREE (TY PROPOSED STREET / / / \ \\ '\ • PR P\o Qp'e�e ILy y 1 . y y y y i 1 1. y y u y yy u / ;✓ \ ` \ �. i / / II si�.11 I _ .\ •.a III 1 — _ , q®\ .-.PROPERTYBOUNDARY (TYPJ/'\\ 3� y y y u y " y y u y u s S\ I\ \\ 1 I �p'( y / y y / " y� y y y s y PROPOSED STREET` y �- \� TREE (TYP.) / • / \. \\ _ 1 11 O \\ I y y y y y y\ y y y ` "PROPOSED STREET I \ I 1 y y y y y � pp t i y y -Of y y y y u v y y \ y .y y�� _ _ i ^\ \ / �. \'pyp \ \ \ _/./ — TREE (TYP.) :1 \ gyp'( I1 I\\ 1 a y y r \ \ V/ I- 1 \ I I 6 I 1 / y y y r \ ------ y � I \ I I Isvo � 1 1 y y `y/ y y u y y u u u y r\ � � \\ \✓ 11 � � i I � I 1 1 / -- II y y-- A - ` y y y y y -.y O I II I 1 1 y u. y y y u y y y \ i T �� I I I. \„ 1 y- PROPOSED GREENWA y Y TYP. :u ) y� y' yy .y-" y y. yy\'� .r 1 �C• 1 I `\�j 1 ��i/ �/ i� \ II 1 1 y yW y y y XISTING WETLANDS (TYP.) y y y y \\ y y y y � � \ y y y y x 7✓- _ \ '' ems- T y I'd� EXISTING STREA 00 , '- \ �.. / �\ / / /: \ y v y �,: y. y y. -_\ y \�, \ �...:.\ 't Z .•,,. \ i III y y y y y y\ y \ aY u \� -..,'-a, \'O�\ LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAYTO BE �- \ y y y \ � -DEDICATED TO ALBEMARLE COUNTY \ � � AT TIME OF FINAL SUBDIVISION PLAT, y.. y •.y y y y \y y >�.. �••x PER PROFFER #2 OF ZMA20 8000i2 .i . \„ `� \ i' �. \ /f y t' y y Y u ' y y y.. 1', y y g \ ��r��'.. x • p, L. y y \ y O: 106, y y O Tree Planting and Staking Detail Not To Scale Evergreen Tree Planting Detail Not To Scale 1992 DRIP LINE SN019 FENCE BOARD FENCING AND DOUBLE STRAND 4,r22 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2" x2" HARDWOOD STAKE CUT& REMOVE BURLAP FROM TOP 2/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER 7W47:IgRd:8t�7 TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, 4c12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2" x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYW IRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE z" x2" HARDWOOD STAKES, ALIGN TOP OFSTAKES MULCH SAUCER AMENDED SOIL MIX CUTAND REMOVE BURLAP FROM TOP 2/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4' MIN. DEPTH COMPACTED SUBGRADE RING - `CORD FENCE 'M vUSTc FENCE CORRECT METHODS OF TREE FENCING .n --Tg- amm_ CORRECT TRUNK ARMORING mo TRIANGULAR BOARD FENCE 3.38 Source: Va, DSWC Plate 3.38-2 C... O of Albemarle Consolation Plan Chalklist- To be placed oa Landscape Plans (Handbook M IH--284 111-29T for complete specifications) 1. The. followine Imms shall be shown on die sea, Ll Tresetobesavad, ® Lirmtsefde M(outsided 1p mofireeatobesaved); ® Location ®d type ofproMetiee fasting; O Grade char,. requiting tree wells or walls; El Proposed tmncMng or tunneling beyond dre limits of clearing. 2. MnrkNe, 0 N mhsmbesavMshellb kWw6printornbbonataheightcleedy Aiiblemclwpmentoperamre. LI Nogradingshallbeginuntilthetreenarkinghas We impectedmidapprovesbyaCountyInspector. 1. PeeCanrtranlon Conference: ZI Tres preservation and pm[ectien mecomes shall bexeviewed witlr Ne contraetor mr site. 4. Eaulpment Operation and 9tomea: 0 Haavye rpm®t, vale am traffic and stomga ofconatesri materialsincluding sail shall not be pmmivad witiw the ariplinm oftree, to be gvice' 5. Son Erosion and Slormwater Canadian Devkw: LI Sudr devices shall not aiversely affect trees m be saved. 6. Fees: k] Fires are not pe,nin<a rriwn l09 r d nerlm diiplme oro-e<a m be aaea. T. Tordw Material.: ® Tozic matmiafs shMl wtbe scores within 100 feetofthe driplirie of trees to be saves. 8. Protective FensMe: El Tmmtobereained in40&aofapmposedboildingorgradingac lystullbepo ctMbyfeoong. ZI Fmdp sbMlbemplaoeendahellbeinspecled®lalryrovWbyaComtyLap rpdmtogrndingorw�trnenon. 9. Tree Well.: LI Whenthegry levelmustberaisWd tniadrediplineofaheetobemved,aheewellsnellbeproAdede aconatru onddaJ surbacrIed for approval. 10. Tree Walla: El Whentbego levelmustbelowere tMntlredripli ao-eerobeswmatreewallshalibeprovided;andamaso-uctiondmail subrmttsd for eppmvM. 11. Trerchineand TunnelMe: 0 Whm trmchipg is required witlw the limmts of clmrirrig, it ahNl be donemfm away fromihe trunks oftrees as possible.'tlmaaling abler a here are strait be considered as an alternative when Ais antrcipated Lee necessary trmclrir, pill destroy feeder roots. 12. C 23 Protecdvefencingshallbethelititm removeddm%thefin dears, 13. Dsmaeed TTea: QE NOTPONSIBILITYTO CONFERWITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 4/5/2021 CONTRACT (DATE) 3,11IM Page 1 or I SCOTT/R. CULLINSIZ Lic. No. 035791 a. 4/5/21 �4 1 "I nhTAT. Fa�� Z O U W cQ Z :D 0 U) O Z .a. 0 u un F_ W I W Ce M N M N 0 w 0 N N LU / J J VJ LF— O i U LU F— D F_ /LU �F_ y ® J LU W //<r'� L/ 0 0 N Q z O �I W V / LU 66 Q f J LU � z J Q (U ~ z �I l W i O _j C0 �l O W O I- W W JOB NO. 182150 SCALE 1 11=40' SHEET N0. 18