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Home My WebLink AboutARB202000013 Plan - Submittal (First) 2020-02-21GENERAL NOTES OWNERS: TMP 04600-oo-oo-oigB4 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-oigB4 D.B. 5oii, PG. 170 162.75 ACRES TOTAL PROJECT AREA: 04600-oo-oo-oigB4 - 162.75 AC. (PORTION OF) BLOCK 9 - io.99 AC BLOCK io - 9.66 AC BLOCK ii -13.91 AC TOTAL = 34.56 AC PROPOSED USE: 85 TOWNHOUSE (VILLA) UNITS ALLOWABLE DENSITY: BLOCK 9: ig UNITS (MIN.) TO 57 UNITS (MAX.) BLOCK io: g UNITS (MIN.) TO 27 UNITS (MAX.) BLOCK is: i1 UNITS (MIN.) TO 53 UNITS (MAX.) PROPOSED DENSITY: BLOCK 9: 33 UNITS BLOCK 10: 24 UNITS BLOCK 11: 28 UNITS REQUIRED SPACE: Bg Bio Bii OPEN SPACE PROVIDED: Bg Bio Bi3. CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o 1.8 ACRES o 2.8 ACRES 4.6 ACRES 0 3.6 ACRES 1.o ACRES o.1 ACRES 4.7 ACRES 1.2 ACRES 8.2 ACRES 1.3 ACRES o 10.7 ACRES CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o 2.47ACRES o.95ACRES 2.49ACRES 5.91 ACRES 0 3-94 ACRES o.gz ACRES o.3o ACRES 5.16 ACRES i.io ACRES 8.66 ACRES 0.54 ACRES o 10.3o ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES / 4o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK 5 TO BLOCK 1g FRONT SETBACK: 8' MIN. & z5' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: io' MIN. & NO MAX. GARAGE SETBACKS: 18' MIN. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION 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 (1) PHASE OR A TOTAL OF (3) SEPARATE PHASES. RECREATION: UPLAND PARK (CIVIC SPACE #z) i. OUTDOOR PLAZA AND MEETING AREA z. TOT LOT PLAYGROUND AREA 3. OPEN RECREATIONAL AREA 4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT, TENNIS COURT, OR SPORT COURT 5. MINIMUM 5 SPACES FOR PARKING 6. TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: TWO (z) OFFSTREET PARKING SPACES ARE PROVIDED PER TOWNHOUSE UNIT. ONE (1) ON STREET PARKING SPACE PER EVERY 4 UNITS IS REQUIRED. 85 UNITS / 4 = zz PARKING SPACES REQUIRED zz ON STREET PARKING SPACES PROVIDED BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OFTHE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN IS 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 40' ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 18.27 ACRES (54.6%) LOTS: 7.66 ACRES (22.9%) ROW DEDICATION: 7.51 ACRES (22.5%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 17o,625 SF BUILDINGS, PATIOS/DECKS: 95,76o SF DRIVEWAYS: 37,800 SF AMENITIES: 7,150 SF TOTAL IMPERVIOUS AREAS: 311,335 SF (7.15 ACRES) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEE SHEET 16. TOTAL PROPOSED UNITS: 85 TOTAL PROPOSED AFFORDABLE UNITS: 13 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. BROOKHILL - BLOCKS 9, 101 & ARB PLAN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I 11 \ I \ \I \ GRAPHIC SCALE \ \° 80 o yo 80 26o PROPOSED ROUTE zg BUFFER \ ioo' WIDE BUFFER (70' NATURAL UNDISTURBED BUFFER+ 30' PLANTED/REFORM TED BUFFER) ' •" \\ ( IN FEET \ / I inch = 80 ft. LL LL OPEN SPACE \ -V / o � � z ! w �" v O , u. �,� " • . a o m A yl EXTENSION OF STELLA LANE TO ASHWOOD �, i` �.". V , N ?� BOULEVARD TO BE COMPLETED (UNDER A �'\, \\ •" -\ Z �\SEPARATE SET OF PLANS) IN ACCORDANCE \ ' WITH THE APPROVED BROOKHILL PROFFERS.\ 1 lLOT z LOT 3 LOT 4 I I LOTi \ I •. � � 0�T� SCOTT R. COLLINS Z Lie. No. 035791,� �SIOIVAL E1S CWIA O J a Z W ::) 0 U, O z0 Q H U W H W w CD N LU'::) Q � 0 N L9 Z PROPOSED GREE AY A A\ 20 TOTAL SHEETS OPEN SPACE\\� `�� A � 1. ry JJJ I - �< i LOTS r ., •. A VICINITY MAP: CALE: I" = 2001 SIT R70 OLO GROUNDS ROAD Sheet List Table Sheet Number Sheet Title i COVER 1A PROFFERS 1B PROFFERS z OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 5A LAYOUT PLAN 6 UTILITY PLAN 6A UTILITY PLAN 7 LAYOUT & UTILITY PLAN 8 LAYOUT & UTILITY PLAN 9 GRADING & DRAINAGE PLAN 9A GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 11 GRADING & DRAINAGE PLAN 12 LANDSCAPING PLAN 13 LANDSCAPING PLAN 14 SITE SECTION MAP 15 SITE SECTION PROFILES 1 LOT 6 ii ' LOT 3y LOT 35 LOT 36 LEGEND I ; �, \ \Y.""; •\ ROADS LOT 37 LOT7 i i \\ \ \V Ar \�_ \ _.. , LOT38 '� � � � CULVERT �•.\ \ ��\ EXISTING - LOT + I t --- -- - --- LOT 8 -__ CULVERT i _ i ,- LOT 4o i/"/ I"'� A A V A\ 1 1 FLORA DRIVE �\ \\\\\ \\ DROP INLET &STRUCTURE N0. • I PROPOSED PUBLIC ROAD ,' LOT41 \_....__ .. - 49' PUBLIC R/W CURB i `� \\ \ _� \ \ \\ LOT 42 � \ \�% \ _ FUTURE ROAD EXTENSION ` A CURB &GUTTER r _i LOT43 a --- I I I \ (UNDER DIFFERENT SET OF PLANS) PROPOSED PAVEMENT ----i I LOT57 4 \ z LOT 3 / \ \ EC-3A DITCH LOT g I I I � y � V A �' \ i : i I • I � � ', .. �.: � I OPEN SPACE , ,' \ \ .� DEPTH OF EC-3A DITCH COURTYARD \ � � \ s LOT 46 A V " V \ \ \ EC-2 DITCH � - .o , •. I _ i� � PRO�OL1 � � � A A 0 Lu LOT z8 LOT 11 LOT 54 �� qR w p�� LOT 47 A\ A v A. „ DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT _ \ LOTz6 LOT�3 - Lorsz LOTs� l �' Lor LOT46 \ vvvv PROPOSED GREE AY \V v A\ BENCH MARK LOT 58 \ \ \ „ \ �\ \ _ - LOT 14 \ \ \ / i LOT 5o < LOT 59 \ ""\ CLEARING LIMITS LOT6o \ \\ VDOT STANDARD STOP SIGN ' I 'i '. � � P• `• OPEN SPACE � ��, i � __---- � 'n � LOT 6i / ' �� : ------- � / \V "\ \----------- i I 6 1 EXISTING CONTOUR ---------- - LOT 16 Ul z I - - - \\ .- `� �'oq //// LOT 6 \\ 20o PROPOSED CONTOUR • I LOT 23 , � - �.:r i LOT 2 A FpA ` IRL �L� ." " I p 7 � G •o < : �\ g�. s1 ��, \ \ � . • •; 240.55 PROPOSED SPOT ELEVATION LOT 85 LOT 6 TBC DENOTES TOP BACK OF LOT zz : a LOT 18 \ Q�Oe 01 LOT 84 pROp� OR // ` CURB T/B DENOTES TOP OF \ _ _ / FqT \ � \ _.... LOT 67 \ BOX LOT 83 LOT zi ' i LOT i � � LOT 8z / ' Rom' O'90 .`i ' � . \ LOTBi LOTzo i ----� - - - \ ---/ `\ LOT60 EN SPACE LOT 8o 9i�`` \ \\\ \ LOT T \ PROPOSED GREE AY LOT78 j,' LOT71 LOT 7z, / ♦ \ \ LOT 7 A �V 6 PROPOSED GREE AY \ \ . LOT74 ' \ • / y �-- -- � -� � \ \ LOT 73 i ♦ \ � �� OPEN SPACE \ \ A, d'52 \ V A Op -- 1. • - \ / \ �� \ ♦ RECREATION p O -\ �....�... J \ - - - - - AREA PLAZA/MEETING \ HEET LAYOUT"\ - ` - AREA \ SCALE: 1" = 80' \\ \\---------- \ LOT 31 f�7 z .J 0. m I Cz O w O U U O J m J J 2 O O oC 00 J�L�u LU a 07 JOB NO. 182150 SCALE 1 11=80' SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019111; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019133, and 04600-00-00-019B4; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth 40th CO for a residential dwelling unit in the Block in which it is located. Parks ( ) g 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 Pm'P g P p ty 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 J g 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 Y rt3' seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable HousingUnit within the Project qualifying as such under Proffer 4. The J q fY g 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 J Y( ) � q q P fi' 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a variety of housing es including but not limited to for sale units rental units J g Y g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 413 and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, defined below shall be approved b the Albemarle County Housing Office or its designee. For- ( ) pp Y tY g � 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). Carnage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (1ST 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 l� ,( g ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantial) completed prior to: i the issuance of the P p pp Y P p ) five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housine Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent 0 for each For -Rent Affordable HousingUnit may be increased a to three percent 3 /o . Y p P ( ) For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 413 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 of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle Count Housing Office a co of the rental or lease P Y g copy agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (I000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31 completes the construction of the Rio Mills Road Connection. 086662.86 if the Owner 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 b the County, the Owner shall contribute Fifty Thousand Dollars 50 000 to the Count to be Y ty, fh' ( � ) Y used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Mana eg ment. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recent) ended the Annual Percentage Change"). B way of example, the first annual Y Y ( g g) Y Y 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 $� P Y Y 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) (collectively referred to as the"In-kind Contribution The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1") CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph I C (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 p p Y 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 Eli ibg ility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 LTH 0� SCOTT R. COLLINS7 U Lic. No. 035791,E ZONAL E� Z O U co Z w o V) 0 Z0 0 1�1 v7 V1 > w af ce h4 w Io N Lud� ti co 0 z 00 N Q ® cc J � MM N W 0 N Ll > 1 T� w T� = J J i CO w O r� ce 1 L9J LU � � LL Q LL. = O ti 1 �L ■ U LU LUO Ul U) Zw J H� U) = J W O J0 af O Q O O (N w J L w O a w V) JOB NO. 182150 SCALE N/A ® v SHEET NO. lA PHASE II INTERSECTION IMPROVEMENTS i�),, /J V I PHASE I INTERSECTION a IMPROVEMENTS PHA SE III ROADWAY IMPROVEMENTS - PHASE II ROADWAY IMOROVEMENTS PHASE IROADWAY IMPROVEMENTS - PHASE IV INTERSECTION / ON / IMPROVEM ENTS w i 0 G' �Rogp I �'� • � ) . 0 , Or,, e ' % POLO MOUNDS ROAD D00007REE Z PHASE I INTERSECTION PHASE IV ROADWAY Rry MPROVEMENTS IMPROVEMENTS r` t, GUR : BROOKHILL TRA F C PHASING PLAN o I P KY (4 PROPOSED PEDESTRIAN LUCROSS-WALK EXISTING TREE AREA TRAILWAY CO CTION TO PROPOSVDOTRTE 29\ tC �jr ` �O f CONCRETE WALK I J IMPROVEMENTS -SW P(k1D O1 \ E. ROPOSED STREET' 7\ LU \'\AL+ONG CONNECTOR ROAD Z -4-,PR \ OSED LANDS FF 1I,. Z j CO ISTING EVERG$ ES - / � ! ALO GCONNECTOR A O CL 6-- o_ j / f , PROPOSEDP��EQ MIT - PATHyJAY CO11Q , � I 1 � FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT PHASE I INTERSECTION IMPROVEMENTS INTERSECTION 2 • CONSTRUCT(i)NEWWESTBOUND LEFT - TURN LANE ON POLO GROUNDS ROAD WITH 375' OF STORAGE. • EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM 50' OF STORAGE TO 200' OF STORAGE - CONVERT RIO MILLS ROAD TO A RIGHT IN / RIGHT -OUT OPERATION. INTERSECTION 2 • CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (i) LEFT -TURN AND i RIGHT -TURN U N LANE. • CONSTRUCTAN E ASTBOUND LEFT -TURN LA NE ON PO LO GROUNDS ROAD WITH i5o FEETOF STORAGE INTERSECTION 3 • CONSTRUCT A RIGHT-IN/RIGHT-OU ROADWAY ENTRANCE TO ROUTE 20 • CONSTRUCTA NORTHBOUND RIGH' TURN LANE ON US 29 WITH zoo' OF STORAGE. PHASE II INTERSECTION IMPROVEMENTS IN __ TERSECTION4 - • CONSTRUCT NORTHBOUND ROADWAY TO PROVIDE (1) LEFT TURN LANE & (i) RIGHT -TURN LANE • RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBOUND LEFT -TURN LANE N 0 ASHWOOD B OULEVARD WITH ioo' OF STORAGE. • RESTRIPE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROVIC (2) RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS INTERSECTION 5 • CONSTRUCT SOUTHBOUND ROADWAY TO PROVIDE(i) LEFT - TURN LANE AND (i) RIGHT -TURN LANE • CONSTRUCTAN EASTBOUND LEFT - TURN LANE ON POLO GROUNDS ROADWAY WITH i5o' OF STORAGE. WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018A0: By: ,� /, — CHARLES R. HAUGH VILIZABETH ANN OG�L SBY HAfrUGH Date: ZZ Q Q _ OWNERS of Tax Map Parcel 04600-00-00-01800: By: CHARLES R. HAUGH, TF USTE : By: J DOUGLAS B. OGI, BY, TRUSTEE Date: OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation Ann O. Haugh, Its President Date: 8" zo,( ? Page 9 of 10 NOTE: POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE APPROVED TRAFFIC IMPACT ANALYSIS AND FINAL APPROVED ROAC CONSTRUCTION PLANS FOR THE ROADWAY IMPanVFMrMT< PROPOSED SALAMANDER CROSSING (3 TOTAL) —:� - �`` '-•\ a`INVERTED RETAINING e �. WALL D jN CULVERT ..r. r fiEA[) WALL SYSTEM Si LAMA N ER; CROS SALAMANDER TUNNEL I . CROSSWG . J FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018B0: HORNE LAND CORPORATION, a Virginia corporation By: Ann O. Haugh, Its President ' Date: OWNER of Tax Map Parcel 04600-00-00-018D0: CRAFTON CORPORATION, a Virginia corporation By: 0.111 C. 2=/ .Yl 1 Ann O. Haugh, Its President Date: Y2 eZtJ / 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 O4600-00-00-018A0, 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 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, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, and 04600-00-00-019134 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11 "); and WHEREAS ZMA 2018-I 1 to amend Proffer Numbers ID, lH 6 and 8 of the Proffers that were proposes a roved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector PP J road specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road P P 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 201841. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-1 I and its attachments, including the proposed amended coffers 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. >k4>k I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Suppris7ors Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y — Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Mat ger By: Andre cGinty, Its President Date: BROOKHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend ),ftiagemenk Inc., Manager By: Alan R. Tay or, is President Date: .0ow, S w 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 , p pp 9 necessaryto complete the connector road to be awarded o Al bemarle Ibemarle Count through the Smart P y 9 Scale ro ram based on Albemarle Count 's 2016 Grant application; p g y and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board Board of Count pervisors Mr. Dill Y — Mr. Gallaway Y Ms. Mallek Y_ Ms. McKeel Y Ms. Palmer Y _ Mr. Randolph Y OSCOTT R. COLLINS,--' Lie. No. 035791 ,� 1�0�'SIJOIVAL E��Z Ul Z J J 0 U 9 z Q J 0. Q OZS 0 U O J m J J 2 Y O O oC m ce LU LL O 0L w J LU w CL (n JOB NO. 182150 SCALE N/A SHEET NO. 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No. 035791 CO O�� `\ BLOCK 13 o / I BLOCK 15 1 I O 1 ;� \\ z COURT z / \ O A YAN \ \ LU am , LU DEVELOPMENT 1 1 W \ � i ��- I gyp+ §� INITIAL SITE PLAN �� I vI �' i 1-- \\''Ce BLOCKS g\l,1ol&11� BLOCK 12 ; \\I ♦ ,/' BLOCK 18 - -- ----� / \ I BLOCK 14 ®®, ,a I 00 ° �/ , 0 r - / ° _i 0000 //I . ® ° ° ® BLOCK 16 ` 00 T' -- ----- ®® _ I / BLOCK 4C \ / w woo ROAD PLAN ` / BLOK®5 ®® ftftp �' � 1 ti _---_ (UNDER REVIEW) BLOCK 3 / % I _ SUB2017-00117 BLOCK 1 BLOCK 2 �® ► ; \� , - -__ I \\ BLOCK 17 � / -� j 41 ROAD PLAN ®° `I I � I O UNDER REVIEW _ ►�� 1 I / O' I _ SUB2018-00115 8 O 2 ® I 1 ®® I� ' --- / 0=Q \ I / I ® • 1 � o /o / 01 I 1 � ®® ° - - - _ _ 1 A1 0 0 9 E I ®®®0 11\ ®®0, 1 -- j / \ -0 ® ° \---- 1 ,� t -- ®®®® l \ % ----------- 1 ®® 1) woo`�� !��°° ��/ 1° �® �\0 BLOCK AREA SUMMARY BLOCK 19 1 ; °° 1 w) 1 BLOCK 6 1 \ ®® > 1� 7 10 0(� f V 0,0 ® 00, ®® ®®®BLOCK 7 ®®ROPOSED II I /®I ®®®® DEVELOPMENT ` ® 1\II FINAL SITE PLAN 1 ° BLO,C.._8 ; i I I 00. ' \ I i 0000, \ L _ ' °°°O woo woo O �• S Rp TATE RT 64UNDS ROA 3 (D. g 8 D i50) :l 4ip �63) / LEGEND: / PROPOSED RESIDENTIAL DEVELOPMENT (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) GRAPHIC SCALE I 0 100 200 400 1800 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS ARE UNDER REVIEW) ( IN FEET ) I I 1 inch = 200 ft. ' I Dew lopment Area Per Are(Roads, Proposed Greenspace/Amenities (ac) Blo�k Land Use District Brookltill Proposed Lots, Buildings, Development COD (AC) Area (AC) Parkhg lots) Per Area (AC) CC D (AC) Civic / Civic / Open Open Total Total Greenway Green y Buffers Buffets Parks Parks Required Proposed RequireProvided Space Space Greenspace Greenspace d Required Proposed Required Provided Required Proposed 1 Neighborhood Service Center 12 12 0 0 0 0 0 2 Urban Density 63 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 4), Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 4 Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 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 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 811 Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 9 Neighborhood Density 9.6 6.8 0 1.8 0 2.8 4.6 1 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 1 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 1 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 1 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 1 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 10 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 1 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 1 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 1 Brookhill House Parcel 3.2 1 3.2 1 1 0 0 0 0 1 0 Total 223.9 1 168.8 10.3 53.6 28.8 16.0 108.7 Ln L W U I z J J 0 ., C) M N M i O N N LU J_ LU O Q U LU U) LU LU U) f� V C) N z Q U M0 W J LU J O O m w J w w a � JOB NO. 182150 SCALE 1 "=200' SHEET NO. 3 Ln L W U I z J J 0 ., C) M N M i O N N LU J_ LU O Q U LU U) LU LU U) f� V C) N z Q U M0 W J LU J O O m w J w w a � JOB NO. 182150 SCALE 1 "=200' SHEET NO. 3 14\ \ vv I I I�II� If 11/I' i ,///, /lI'�ll A iN I- \ v A , I7�, /'�,L I I III II � TH vv �\- �\ i11�1 D C U- \ \ +� '� 0 \ I II TMP: o46B5-oo-oo-oo1Co SE TH S, ET' \ - S�NO D - -iv A\ I I) I I OWNER: COUNTY OF ALBEMARLE / // / / / // �' ) / / RAC I - � - - � \ v li I! i� I i \\ I y - v v \ ` �i� I \ \\ � I \� III�, /z / � 4 I — - I I - \ III 1 \� - _ \ ✓\ V A . I I \�I I ACREAGE: 4.75AC / /// / // / l \ V A\VA \ V / / I _ �- �A� _�� \ \ V AVII I I I 1 I \� 1I11 ZONING: PUD / /// / // / h \ IA II �/ ( i \ IIII / � y -:�- - �� sCOTT R. COLLINSIZ \ I I I I II I� // // / � . \ �/ I A , TMP. o46B5-oo o0 000To /\ 1I 1 C - _ vim- - \ \ \ II I I V I I I iI DB/PG: 1973/473 _ / / // /j Ai / 1 1 I II�ll ) A - � ,�l f1 JI 1 - - / I OWNER: FOREST LAKES COMMUNIT i �+ I _ - �� \ U Lic. No. 035791I l III \ 1/� --� �// /j / // )/ I I I IIIIIA \ v l / I I 'V Y � ASSOCIATION INC V � _ -- , �-\\y y eo `1/ / III 1 I �llII 1 �`v v� , - /,- / / \/ / / I I � I ' - --__ y �\ o/ I A v A V / / // j� I I I\ i I I A ACREAGE: _ _ � vv/ II 1� �v \v A � / '1 / II 1 I 4.1zAC _ -_ / / I ITI IIIII \ \\ //� \ ��\//)\ 1 \, A V AA v vv v - -- / i A / }\ ( I 1 A V i I 1 - AI ZONING: PUD ��-v� /11 ! I! 1i< 11�11I�) \A _ , I i - \ - > \� �50 44a _ - - - 973 \vv _ - - - I - - --'-'-\ vy y\� oNaL 1 I � i i / \, I l (\ � / I >�� --�1/ - DB/PG: 1 /473 \ - - „ I 1 / / - I I I 1� - I Try �- // /1 / III \ �, \V A\\\\ V v / Y , / / I �� A \ \\ / — _ v V �, v � ti v —w :,:: w \vvv A\ \ I - - 1) 1 I \= I I II I - � / -- A\// ///i I I /� I IIVIIIII�� l J - / / / / I I I \ % ! / / / / / / / / /) / // I I -- v, I��"mow - \y yy_ II - - - - - - \ \ ) I III:\17:. _- ---- 1------ �- --- �- �- I-- /-----�- / I-1�--\---------------------- - / --- - -i- \\ \ I /I I 11 II I, \ \ j . \ - 6 / / / I fi \ ---- _-- / / /L / / \ / 7 / 17T I I� j-- 1 I I� �-1- - - \ -1 �w\W / \ \\\ \\ // I I\I v1 I. 1� \ \ \ \ ) II III 1 I 1 v I _ - �__ �w v vv \v�� ' / I II III - v 1..� v �� \ V A \ / / / / �)I II \ � v i ,//// / /// // / 11/l�llll I111 / Iv � I I /I/I�� I ' --� � -y---- vv 1 / I I IIII III III ' vv / T_ vy \� �� \ \ I �� J- 1 l l II I� V A /- // / /,illy I / l / vv �` \ A \ v / / / h I 1 \ v / 11 \� I I I IIII III I III �� 1, --�_ / /I i v I I I I 1 - --�- 1'V 'qS - I I \ v // I 1 \ / \I 1 \ l v_� v \ / I \ \ GENERAL NOTES: �L I 1 1 I I \ v/iy NlV, I I III IvII V \v A 1 A v v y� v / A/ ///�// � II 0 V A \ vim_ \i i I I I I� IIII �-V- v \ _��\ �'v \ \ \ � `V v v �-� / / I \ \ 1 1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA v v I I I �,1 IA \\�A\\1 AI,_ �/ �1� 1 // / 1 I v I �_I ��'/ I I f \ �� ` \ \ v �, v V / I \ FLOODPLAIN MAPS # 51003CO280D. / I �I A k VA \ _ e v -, - �_ ti � \ v v ,- / / �/ I I I I I \ \ I / /(/ y�v �(/ v � - \ I I IN II v, \ A vv / / I I / �- II / I I III 11 v �1 � vI v \ v\ vvv �� / // / - I I A I h \ \ J / \ \ 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. / / 1 / I \ \ \ I / / _ \,�� \i I h�� : � v v � I I I \ III / f I I I /I1 v v v \ I I III �_ , vvv A�F� L _ �� / (I I A I ..•:.� \�� ,' V\ v v v v y _< /� i \j/ 1 I I I A 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL / ) I A \\ �\ \ \ V I \ V / 1\ \vvv �� I -- I I I/ I� A \ v v v v / I I I� � A INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF / / I I I I li I \ \ V v ) 1 1 I J / i 1 V A v ,w r= %y I 1\ l \ I\ \w\v vvv\�_ / / II A 1 Ivv r— \ \ - - I vA: : Avvv �v v I I ! I I I I I� \ -I 1 A \ � V ( I 1 IIII �) v v \ �v v �v I I �v A v, � I UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, / I I I I v \ I / V� z r - _- � � � �� v I \ ��;�� vvv ,�1 ,vv \v v �� -_.�-- � / 1111 � I \ 1 �_ I I I j [- _ I � I \ V v vvv v v v _ _ - - V A AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE ) - I 1 I �II \ \ \ I I 1 I I � / \ A \ \� v v 1 \ �� \ A A�� ' � vA v y - _ _„4- - \ I I I EXISTING SANITARY SEWER AND / i 1 I l I \ V A \ \ \ \ / I I ( / / \ V A ' -� Q I I \ \� CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION \ I I \ \ / 1 I II a I I V A - -� � �\> - - s - - \ / I ! zo' SANITARY SEWER EASEMENT I I I \ A V A \� V A �/ /// (I I/ / EXISTING STREAM \ -_ v �p o � — / AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY 1' \ I -- I� Ill IIA \ L I I I III III / ( I U)y I \� ♦ - SEWER, STORM SEWER, AND WATER -SERVICE PIPING' 1 1 \ I I II V\ 1 \\\ \ \ \ / I ( ` \ cn m \ \� � 111 I I \, \ �'.'.:".; �\ \\ `" ♦ ♦ ♦ ` / I ` / 1 UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE � L I I / \ I II VIII ll+ �� \ \ \ \ \ \ - / ) / ) I \� / ( ' S % ( z o Lu _j - - .�: \ \ \ ♦ ,. CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED I I \ \ \ I I I I \ ) I l z J - - l II I ,\ . , ♦ ♦ ..,, I I ! I BLOCK 13 I I 1 II \ I / I1 I / I Q o Q 1 \ TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES I \ / l I l l /'V I i / \ U) - �II I I I I v %- �y l : III 1 ) I I 111110 v \ \ v - - / � / / /III / � 1 l) V � � � I` I � F"■1 - z \ \ SERVING THE PROJECT SITE. I I � I J / / / 1 , > VIII I I I I I g � \ �� ; ,- � w� �, VIII 1I - i \\ \ _ I - / I 1 IIII I I // / /) / \ 1 \ w �11 I III Ill s r \ \ \, \ t � -, \ ,f \ I \ �\ �� 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING I 1 1 I I / \ J \ ` U) __ v_v� - A I I `- / ///// / / - - _� - _¢ y , �t I 111111 I ��\"" �� \ - -- WATER LINES ON THE SITE. I \ II II / // ~ IIII I \ ' v A y am; � EXISTING WETLANDS (TYP.) \�I 1 v ) I / / / I 1 I� �� \111111� I I IIII I II / v �, 8 v � ��,� �� / - _!_ — � v\ vl I I I I I v �vyv vvv �_ - I \ \ \ III I I� �� \T / 1' I� -�� -_ vw A 1 l 1 1 / 1 i vv\ �� I , -/ / // // \ V A V 1 1 I II , / vv vv I I I r` TMP: 0 6B oo-0o-oo1Co / / / / \ - W - �� A\ \ :.� \ \ \ I - -�v� vv -_- ,�vv��v V \ -� /� 1 v I111I1II IIIII �� /I v �' - -\vv \ �— �-\ v�\1 ( \v vvv I� I I II 4 5- \j// / I III 1 III 1 I III v _ - _ \1 / A / I � / -ss- _ vA \ �1� \\�� V�v y � \ I - >, / I 1 J- A \\ I 1 \ \\ I I \ OWNER: COUNTY OF ALBEMARLE / / / / ,n/ --4� -= �y �w�� -- v\ l �� V I v I �/� )I/I/ I \ \ \\ 11\ II11� A \ \ VAI I \� II I i//�/ // �/ li V III I I IIIII I I I I l y a -� v v VA \ �� \ y \ \ AV 1\ v v / / / \ V I V I 1 ACREAGE: 4.75AC / // / / /� 1 \ \ _ 1 I I v v vv\� - - - � ��yw�� y �� \ \Vv _ \ l I I, i / / / \ \ V A V 1 I I 1 v V AVI I I V I ZONING: PUD j / // //// // //n \ \ ��A \ \ I\ ( i I �� -y 1111111 I� II� I I II-- v\v VAVAviA�IL �� vvv, �� \�� vv A l /i i I I \ \ I II111II _ 11 1 III _- v v v_ --< y- ,- :..• , \ vvvv v � v f / \ I I \ �II I I , I 11 �� DB/PG: 1 /473 - _ ' / /� / \ I I I l / \ �� A\ Vv � � v /� 1 1 1 � I I I �1 / // � i �I I Q I I I � - � vv \ ��v cj �,,,, I1 V \ v\ \_ v v --�/ / ' I I I / �/ / / I I I I I II lI I v I I �, I II „ 973 vi/ // \ 1 i ��'�� v\v \�_ _ ��: A`\ v v v v v _ / / I I �II I ) f III I �1J ,-/\i// �/ 1 �F- I I v - v \ v - v y A �,A� \ v� v <� - / j I I I I( I I I I I I I 1 1 �� I �\\ // / /) 1 1 I III lI / IIIIIII 111 �� I Il - v �_- -_ v v \ \� 1 y 11 \ \ �� I I I \ / I v// / / I v \ / II v� v � \ v�� _ 1 v \\ \ v v \ -�� \ I \ --I I 11 Ifs 1 /�II . il 1 1 \j / �/ 1 I IIIII w -� III I l I v 7o UNDISTURBED \ V1 v� \\ \ �� / - �� / / / /l h I 1 1 1i`V� 111 II �� z �� A \ \ �` �� \� v\vv �v�� 1 / l ) I I U 1 \ / II 1 I I� A \� y / / 1 l III II �. I , BUFFER AREA A \\ v A � � vv�s vvv v A \ \ \ \ / / I I T IIII I \ vv / / � / / TMP: 04600-00-00-01860 / / II II111 p �- I I \ V v vv v y \ - _ /) I / 1 l I I V A \ \ I \ I vvv v vv v - / A I I \\ \ \I v v\ \ \ V� � `� v \ v � v � _� A� / I \ \ 1 / / I } 1 1 _ A I v\ v v I I\ \ 1 1 1 I ih \ \ - 1 OWNER: HORNE LAND CORPORATION l IIII l v A A \ \\v v PROPOSED I ��y \ V yy v j� y- \ \ y y — y- \ 1 r v I 1 �I\\ / / l) I / l 11��\ \ vvv vwv- ; - �j / / 1 I / IIII I z I \ - I I \ / l 1 I'� I\ Irt I1�� I III y ��vyv� v �\�v �y v` -_ - N 4 v vvv v1v vv III ACREAGE: 46.43 AC II I1 �w w I _ GREENWAY TYP. �� vvv v v v A\ \ BLOCK 1z \ \ \ \\ V \ / / I 1 I ) �/I III I I-� irmm i ZONING. 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HT. = 6')- - - - - - - _ _ - ROUTE 2g BUFFER - - - - 10' REAR SETBACK (TYP.) --L__ _ / 30' PLANTED/RCFORESTED BUFF 1.00' WIDE BUFFER ALONG R NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP — _ _ j- j j _ _ _ _ ROUTE SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A - - - - - - - -- - - - - - - - -t -1 I 29 TOSCREEN THE DEVELOPMENT. - --- _ SEE NOTE, THIS SHEET. RATE OF 6o LBS. PER ACR, OR 1 LB PER 1,000 SF. --- i I II II r - - - - -- -- - PROPOSED WALL \ PROPOSED WALL, I I (MAX. HT. = 6') I PROPOSED WALL - - I _ _ PROPOSED 5' CONCRETE SIDEWAL LOT LOT I LOT '� �I � I (MAX. HT. = 2') 22 3 I NCI LOT I I I (MAX. HT. = 3') I OPEN SPACE / I u, / I LOT 21 I LOT L I LOT I of LOT 2 LOT LOT LOT PROPOSED ' � 20 PROPOSED GARAGE (TYIP.) LOT LOT LOT ml 2] 28 9 0 30 31 32 33 I I I LOT LINE (TYP.) PROPOSED WALL 25 26 �I m I I_ LOT PROPOSED WALL / (MAX. HT. = 6') I 24 DI -- �\ 1 I (MAX. 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I m Q °. \ -� I Co p I LOT I I W d j f \ � ° . : ° n• D �-° v I LOT \ . / � n LOT LOT I .; rc r � - I n� I LOT LOT 5 \ PROPOSED WALL / I LOT I T 6 � (MAX. HT. = 6') _ I 5 10 9 NO PARKING SIGN (TYP.) ° PROPOSED CONCRETE SIDEWALK LOT. I I -+ n _ LOT 12 I I� 11 I� ��mo 8 7 I P I� O I I I LOT 13 I - --Tgp,CK (TYP•) / _ / I LOT 1 I I - - l p �, I 10 1 PROPOSED 5' CONCRETE SIDEWALK _--- ---- / I I I 10 REARS- TB_ _ - PROPOSED CG-ii ENTRANCE (TYP.) 1 PROPOSED CG-6 CURB (TYP.) 2° LAND SCAPED ° _ _ — STOP SIGN (TYP.) PROPOSED WALL I I ° PROPOSED CG-12 (TYP.) JG T DISTANCE=2 0' `c) - - - - - - - - (MAX. HT. = 6') I I PROPOSED CG-12 (TYP.) - - - — — - - — — - - - - - - - U VD - LOT I — --- ARCHER A�Eo AS wooD BL PROPOSED 4' BIKE LANE e °° ° ob , w - SIOF� F - • LOT LOT LOT 16 1 I - ° o- TEN 11+38.36 }s �_ 6 FUTURE RO�U E �7 PUBLIC RIW F � I 19 1$ 17 I ----- -f-- R _ 3� 0000 F __ - R DISTANCE TO NEAREST iG EI -FIC "- 52+50 �2g'o F F I, �FFE SPEED LIMIT INTERSECTION= 90 FEET �PNCE� .00e F F PLO B g R 52+00, E DSCP e 50+00 0+50 51+00 . 51 50\G /__- -- - - - F F F F NOTE: ARCHER AVENU I / d �p,N e RIW 49+5° I _ - ' RI RIW E E � I Z `RIW 77 ISLp1ND � S -_ /�5 GRAS . � � � E �. � � SHALL BE COMPLET o 800 R �; � E /� WITH PROPOSED 5' CONCRETE SIDEWALK EP-FIC 49+00 ��2$° N: � � W PROPOSED CG-12 PRC: 50+65:81 � 16 EI -FIC � o PROPOSED CG-2 �- -' _ ( PROPOSED 6 PLANTING STRIP • ` V_ o �J�GNvONv 4 50 \S�p,ND" \G M o CURB (TYP.) / F u _ CN�RQ g\.\ I 15 Q'RPS ?s;P �' yc;� p W 4� ° PR SEp L\LR �< � W ° . e koo / p-FIC :. --- PROPOSED 4' BIKE LANE Lf • - ° � , / p e PROPOSED CG 2 CURB (TYP.) PR �� / y6 E � h F . . ° / y -S HT IS> N =280-- =- - - E 1 ANC PROPOSED D CG 1 ENTRANCE E TYP.) P � � � E _ r PRO OSED 6' PLANTING STRIP W BUFFER PROPOSED CG 12 (TYP.) / STOP SIGN (TYP.) - ° . 6 F /< — ° ED � E �i k5 0 STREET SIGN (TYP.), 24' F/C-F/C PROPOSED DRIVEWAY (TYP.) � / J 20 ILA °. < _ — � �� ,yR�j e o PROPOSED SIGHT 1 e � _ � DISTANCE EASEMENT _ - - - - / 9' R/W-RiW I _ - - -� - - / U - �P/ — — SETBACK (TYP.) I + I -� LOT II _ — �_ � 10 REAR I -._ - - _ SPEED LIMIT (TYP.) I a° " I I 34 I I �� EXISTING STREAM Q LOT I /o � PROPOSED 2 I I / / LOT I :--� < LOT LINE (TYP.) 57 �q o,E/P-E/F I PLOT 56 O PARKING SIGN (TYPLOT \ � 000, s E F i LOT 55 z°I I ( 35 E�F�FFF�F��FI jE� FF �F EE /< s °•- PROPOSED CG-6 CURB (TYP.) \ \ 4 25' MAX. FRONT II I / /, o UY?SETBACK - a PROPOSED CG 6 CURB (TYP.) L.. 8 Mlf�. FRONT / /'T LOT Iv E E F . / � '9 ° ` SETBACK (TYP.) � �/ lm � I � � � �4000, I OPEN SPACE \ C`\ / PROPOSED CG-22 (TYP.) 36 I \ �� MIN. GARAG I I � ( / Iw � � � � F CK (TYP.) STREET SIGN TYP. LnSE PROPOSED CG-12 (TYP.) T <e EXISTING WETLANDS (TYP.) PROPOSED CG-9D ENTRANCE (TYP.) � o ° :4 0 "- � �5 S/pFS; � \ Iw � � .:: � e0000, W 53 \ LL I / PROPOSED CG 1i ENTRANCE (TYP.) / \ \ �- �. .. � ;�� l % � ', �BACK� � , I� I � � � � � � � �\ i • N PT. 12+59• o /% i� � � \ � iTyp� � J o � � � . LIMITS OF GREENWA ` YA PROPOSED GARAGE TYP. 12 �5p h �. (TYP.) PR POSED CONCRETE SIDEWALK 2 _ ! NO PARKING SIGN (TYP.) O 5 I/ 213 koo n 1 'R ti / k W ° k O LOT / y �� T / PROPOSED 6' PLANTING STRIP s-`I'!Z PROPOSED 5'CONCRETE SIDEWALK '� P4 n / LJJ o A�QQ 5 / 2 � 4O ,,�� PROPOSED CG-6 CURB (TYP.) /� / EXISTING TREELINE (TYP.) G / / ,AP� �e LOT / I /< O Q '� L 1� / .• f / / PROPOSED WALL W �� O<1 PROPOSED 4 BIKE LANE PROPOSED 5 CONCRETE SIDEWALK \o, t�Q �JP'Q1 STOP SIGN (TYP.)' 3] _ / �< C)`'�Q�, �y // / / / I� (MAX. HT. - 4) 02 LOT X� OQ o j \. y� .. yti Ix ti // / " I / J O 1 % f / :� o / / OPEN SPACE � PROPOSED 6' PLANTING STRIP U x \ / ti \ �\ 0 i i �. \\Q PROPOSED DRIVEWAY (TYP.) Q. (6) PROPOSED Q- 3$ Q �iQ C� / �. PARKING SPACES <V p / c�, / I / ^� 5_S— PROPOSED SIGHT v SET - ; _ ,/ / ��,�\ 12 / R\"� _BACK L _ DISTANCE EASEMENT OPEN SPACE �J o • 6ti \ � PROPOSED 6 PLANTING STRIP - _ - _ � .. o °` �/ / .° a� � � �QLOT l// r Q Nx h - t x 39 / XISTING too STREAM BUFFER (TYP.) * / 1 I R/IN R �� p tiv� 36 a �_ ( /W j/ PROPOSED GARAGE (TYP.) / \s �. .° ' � I � •` � /P-E/P , ° / �c'� ee &9; � ROPOSED CG-9D ENTRANCE (TYP.) i \C _ Z I 30' F/C-F/C ti� LOT f /� �: A, LOT EXISTING ioo \ D // mod` �� o / / STREAM �i\. OI: ,� /� �o; CR 1 40 / / / , �,r I 5o z M/ �, F % / G1�1��C SCALE BUFFER TYP. ( ) \y 4 \ a° 1l I coj EXISTING STREAM / YO- O I m / ° .O / �, / ` \ \ /� 30 o i5 30 60 ° ISTREET SIGN TYP. /x- C� / OPEN SPACE �, �, 'S• O 9 L u, DI + '� /� LOT / y ( IN FEET ) f \� 9� ��A .�, Zp EIP EI O PARKING SIGN (TYP.),O� C) �� / � / 1 1 inch = 30 ft. b o �� O y\ 49 � -vA PROPOSED S' CONCRETE SIDEWALK LOT ✓ h I PROPOSED 4' BIKE LANE J\ \ A CHLINE SEE SHEET 41 / i / 00 eo I O SCOTT R. COLLINS'Z O � U Lic. No. 035791 � ZONAL E� 9 In M ti Co co Z d� N M J i MM NCD �W w N N w T� Lu �--� J_ L.LI 0 ® 0 ,--I J Q � O 2 U (f) J Lu ul U) � U L.LI L.LI J H� ® U) = J~ w 0 .j �O Q 0 O O w J Lu w w cl� _ a v7 JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5 y ,a ]`� =1 Zo EI NO PARKING SIGN (TYP.), �. �o: F,p �MATC LINE S HEET 5 ► , nNO e_ E_ PROPOSED 5 CONCRETE SIDEWALK \ �� GAT \ I h /P LOT % � \ � � 1 PROPOSED 4' BIKE LANE \\ �\. �� \ A � � aQ 'tio � kho f '�� 41 / // � � � � LOT \tih/ / I AO 1a. \ 4$PROPOSED CG-/ (TYP.) Noy STOP SIGN (TYP.) s0LOT �. Y/ — � / � OPEN SPACE Gam\ �j.. \ \ \ : //� y�xo o f 42 PROPOSED SIGHT cP �� f / \ / SIONAI E� DISTANCE EASEMENT pP of titiQ \ ! /� � \ LOT 43 a �L / Q� \ LOT 1 6 e ° 44 / \ STOP SIGN (TYP.) ��// f ROPOSED GARAGE (TYP.) / j PROPERTY BOUNDARY (TYP.) / LOT \ oo° o� ✓ \: k / . / \ \ ,�� 6, PROPOSED CG-9D ENTRANCE (TYP.) LOT E / . E: / / / PROPOSED CG-12 (TYP) ° f s 45 � � LIMITS OF GREENWA � / N I. l / STREET SIGN (TYP.) / �. E j Oz / LOT i \ �- . \ \\ % LOT i � F E / / Q . PROPOSED CG-is ENTRANCE (TYP.) F E a Q 84 / / \ `_a 6 PROPOSED 5' CONCRETE SIDEWALK y1 \ \ / E e E E / L m < / / STOP SIGN (TYP.) / E � E .F � / o i� / / zsR Xo ti \ LOT ��F� � / LOT NO PARKING SIGN (TYP.) ,Q� ° y�x F F E E / o p $ / /o nose ° Q \ \ 47 LIMITS OF GREENWAY �� E F F / 4 0 in 3 / E > z E � j E / / o° END OF FOXWORTH LANE / ► E E. � / / SPEED LIMIT SIGN TYP. ?o �x ROAD CONSTRUCTION � e E j H /' LOT S ) F' y � � _ �,' /� E F � / PROPOSED 6' PLANTING STRIP Fjp PROPOSED CG 11 ENTRANCE (TYP.) E E / e / � / \ 82 / PROPOSED CG-6 CURB (TYP.) / EXISTING STREAM * / \ PROPOSED DRIVEWAY (TYP.) C �j PROPOSED CG-9D ENTRANCE (TYP.). �,.\ F F Cd \\ \� Qom; e F �.F ej / / (i) PROPOSED PARKING SPACE ° ` o g 26 / S Cy < / LOT \ / ��i a : r \ y \ST F\ F -� o y / t _ s 81 �i i LOT \ ,ti �� /oofo / �� \�F\ o-\ / FUTURE 6' PLANTING STRIP \ /� / LOT // / 9!Q �/ \ .�\ FUTURE 'CONCRETE SIDEWALK /� / oN /GL �/ �T \ 5 \ / / s w o O / / F cti / c� , / �/ / \ I AGO � / Q 80 �P�Q• o, oo �r LOT / s' �� / s N } 4- / Q� / / ;�� w cb // /� G�� FUTURE 4' BIKE LANECr PROPOSED LOT LINE (TYP.) LOT Q)P / Q, QJvC' ; / ��Q' ti / / \ �f��9 �Q o� QJQ' `��Q �, / LOT / I \ \ ��s��F` j � s / / Q ti / 60 2 �� / /��` ��- o (i) PROPOSED PARKING SPACE / �. in � � � � j/ �/ /� LOT �} o° //��'� / y h / ,� � � / / � � � � \ ,�\e� �- � � II � � � � - / $ n / \\ LOT i / I e �' � \ c ti 7 by �o \ 61 o. / \ /' v�!r , < I Cb /. PROPOSED GARAGE (TYP.) � I � �� /< LOT \yA� M /J / / / J� x / \ \ I / L.` / / / 77 \ J / do PROPOSED 6' PLANTING STRIP LOT i / II \� / � 62 / PROPOSED LOT LINE (TYP.) � I / / (s) PROPOSED PARKING SPACE o I / MM / LOT / r PROPOSED S' CONCRETE SIDEWALK / / � /� O O d7 / / / 76 it // M / LOT // / I � N � 4I r ■ / / / / off° ' ° j 63 / 1 � LOT Q� LOT / / OPEN SPACE / jLu 75 / / / 1) PROPOSED PARKING SPACE 64 / / � C;6 EXISTING ioo' STREAM BUFFER (TYP.) / / / / / q \ / / _ � i / LOT / / o° / \ \ \ LOT / �/ /<, FUTURE 6' PLANTING STRIP U) *46 / PROPOSED CG-9D ENTRANCE (TYP.) j/ / \ \ // / ® ~ T� / \ °" e \ 1 / l< k O \ LOT / / \ / EXISTING soo STREAM BUFFER (TYP.) k � 0001, J \ / i73 � 11 / / Q LOT �\� _,�,--� �� I = Q J 66 /A PROPOSED GARAGE ( YT P.) PROPOSED DRIVEWAY (TYP.) ° � r � r l LOT / U PROPOSED CG-6 CURB (TYP.) ° / 6] � / O PROPOSED S' CONCRETE SIDEWALK o°� �P / �. � !'^^ / ti �P / W �� / LOT EXISTING STREAM / y / �/ 68 / W J / R / / Lu J (z) PROPOSED PARKING SPACE (4) PROPOSED PARKING SPACES \ o // \SS \ LOT 69 � / W O - o° o < j (3) PROPOSED PARKING SPACES PROPERTY BOUNDARY (TYP.) O LOT /�/ / a EXISTING WETLANDS (TYP.) p LOT ]1 / LIMITS OFGREENWAY �y / GRAPHIC SCALE J PROPOSED CG 6 CURB (TYP.) C ,yh / / / 4/ w / 4000, 30 o 15 30 6o H � `U �. / W ho o \\ \ LOTi/ � _ a -V OPS� \ \. / 41 / I I ( IN FEET ) JOB NO. PROPOSED 6' PLANTING STRIP C.: \ ]z / k 4 / / / I inch = 30 ft. 182150 �/< O<Q'�OA'\ / / / h SCALE rr_ r 4°� MAT HLINE -SEE SHEET SHEET NO. Jr JA R. WIDTH ACCESS y / SCOTT R. COLLINS'Z U Lic. No. 035791 � ZONAL E� z O a U Ln Z 0 O z w W ce 9 in co � c0) z N Q Mry J ' MM N W w (N N w Lu �--� J U) W � O Q 0 J Q � � U � J � U LU O D J Ul U) o0 Fm- J w z w J U _ JLU ~ O J� O Q ryo 0 CO 0 N w J U ~ w H r, w O w cl� _ a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6A �TH 0� ----- , LIMITS OF GREENWAY I \ SCOTT R. COLLINS'Z \ ' U Lic. No. 035791 � \ PROPOSED WALL (MAX. HT. = 6) OPEN SPACE �\ , ,i � I, IONAL ��G I�\ /< � NAIL s -- UTURE CG-z CURB (TYP.) == -- � I 1- _____--- ---- _--- _ _____.._......... .. — - / - - =6# FjC z ---� -- / AVENUE BLvp° - --- CHER_--- W000 _- AR_ �o ASH NSION - - /h I -- �5' GRAS ISLgND_ l _ FUTURE RO� �� pUBLIC RIW h - - - - cn w [� � -- - - - h h h h h h , h h — = 16' E/ -FjC o cn J Q --- / h h h h Ll1 NOTE: ARCHER AVENUE ROAD EXTENSION I I ARCHERw FUTURE p VENUE TENSION / oc z � � � � Fh h � -- � � � � � � w � SHALL BE COMPLETED IN ACCORDANCE � � e WITH THE ZMA PROFFERS � I � - � 77'R/W —�� U-) w _ _ FUTURE CG 6 CURB (TYP.) W- /<hh w /< ; h Lf) FUTURE 6' PLANTING STRIP /h 1• J I LL z � � �5 55 5 S 5 S 5 S�S 5 S. 5 �'- J / l< _ --_ _ V 1 r _ /< I / / 4_ � ON —�- -\— EXISTING STREAM Q S—s_ — ; '/ 0 \ V4�' 2 5 Jv4 5 h .h � _ h_ h h�S=- �. h-h- h h E� h. .1 h / ' sus i h h\Fh /<hFF hE h I s h I I / EXISTING SANITARY SEWER / EXISTING WATERLINE � � � � I \ � � � N . Q 1;1 J M I I ry N I I N I I I I / / PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE Q > T� I ® I I I / & �,, W J I I PROPOSED 12" G.V. L110 J 06 z I I I EXISTING 12„ DI WATERLINE - I REMOVE EXISTING PLUG & TIE-IN I PROPOSED iz" DI WATERLINE o 1 I > U) w O Q J TO EXISTING 12" DI WATERLINE I x5° O T� PROPOSED FIRE HYDRANT I _ ASSEMBLY w/ 8"x6" TEE y0o0, PROPOSED 12" DI WATERLINE / / / o w - Q ° ROPOSED 4' BIKE LANE PROPOSED CG-2 CURB (TYP.) ' e , .° �5 w (� 06 ° . ° 40 - Vy a -- - EXISTING W 40 S0 RCHER AVENUE EXISTING 16' E/ _ F/C W � W 44+00 - � / � / Lu — O Q J P E UBLIC +oo W 93' WIDTH R/W AD 1N 41 43 F 93' R/W-R/1N — u U W W V1/ o — / 43 — ° _ — J U) 1 5' GRASS ISLAND ---- 42+00 42+50 3+ o � _ .. ° i6' E/ - F/C i62S'R ARCHER AVENUE �— , — / / ' ems' . � I W J PROPOSED PUBLIC ROAD � � � H� - VAR. WIDTH R/W -- / TIE-IN TO EXISTING STELLA LANE U SPEED LIMIT (TYP.) PROPOSED 5 CONCRETE SIDEWALK � /< �� J w O PROPOSED CG-6 CURB (TYP.) PROPOSED 4' BIKE LANE /< / O PROPOSED O PLANTING STRIP \ �� =j Q ` /V C)co 1 / k/ PROPOSED S\C Lu U w H r O cl� d w w _ � JOB NO. GRAPHIC SCALE 182150 30 0 IS 30 6o SCALE MEN 1 "=30' ( IN FEET ) SHEET NO. 1 inch = 30 ft. 7 c� z w w z c� Z W z J J 0 0 0 c m 0 U C N V) U) Q X N m O 0 0 U L U) C O U O C) C a 0 u c O U 0 N 0 C Q N U L O z 0 0 Q Q T C O O V) 0 0 0 0 Q 0 0 _0 U 7 O Q L Q 0 _0 C 0 c� z w w z z w z J J U 0 0- 0 L Q > co U 0 0 E u U O 0 _o U O U) O O C 0 U) C 0 a ® X,, sF dg / PROPOSED FIRE HYDRANT ASSEMBLY w/ 6"x6" TEE \ \ j�Q C�/� / k l< (3) PROPOSED PARKING SPACES Q�/' jK\ l< j � � f LOT / � PROPOSED zo' PUBLIC o / /�O 0 7 UTILITY EASEMENT (TYP.) �° \ PROPOSED 6" - go° BEND TO �. / /� LOT / / / / �, �, � � TYPE A BLOW -OFF ASSEMBLY e / / Q � /o ,� 71 \ / IMITS OF GREE PROPOSED CG-6 CURB (TYP.) " � c, \ PROPOSED 8" SANITARY SEWER (T �)' /� � /< �. ° �o \ LOT /� PROPOSED 6' PLANTING STRIP �� S \ \ 72 MATCHLINE SEE SHEET 5A & SHEET 6A PROPOSED VAR. WIDTH ACCESS / e �. `& PARKING EASEMENT \ . , � PROPOSED WALL '� (3) PROPOSED PARKING SPACES o (MAX. HEIGHT=6') \ r ° \ F � (12) PROPOSED PARKING SPACES / O \ PROPOSED 8" SANITARY SEWER (TYP.) F F 9� / NO PARKING SIGN / \ s� \ �. E F \ <PROPOSED WALL �Y,o �\ PROPOSED zo' UTILITY (MAX. HEIGHT=5�) J EASEMENT (TYP.) �F E \ � /� / J PROPOSED WALL �\ \ �,' \� � \/ l< / / : \ (MAX. HEIGHT=6') \ \ \� �. < N/ \ / �� \ % PROPOSED WALL / \� \ � j i /� ff \ (MAX. HEIGHT=6') / MH 1\ S \ \ ✓/ / PROPOSED WALL \ (MAX. HEIGHT=6') / I� � PROPO ED 'PROPOSED WALL /< l` \ / TENNIS COURT (MAX. HEIGHT= ') PROPOSED /� 3 _ < � TOT LOT � \ / \ � � � � � � � � ; , .� TIE -INTO EXISTING � -�— \ --� /< 4� \ /< h /< /< 4z� if 4� ei PRO � �1 PLAZA EXISTING ioo-YEAR FLOODPLAIN (TYP.) \ 4. \ < � � � < \� O ` I I I I �/< � 4 I� k 4 - �. �I III � po I \� � 4 � I� I I�. � 4. / \ � < SANITARY SEWER � / EX-MH EXISTING STREAM / /` OPEN SPACE � \. /k � � � � � � � EXISTING SANITARY SEWER PO ED OUTDOOR i & M ETING AREA \/< / \ y / \ IMITS OF GREENWA /< \ < _ \ / \ EXISTING ioo' STREAM BUFFER (TYP.)\� 5� \\ \/i 0001, F \ GRAPHIC SCALE �\ 30 o 25 30 60 400 < \ \ ( IN FEET ) 1 inch = 30 ft. 00000 �. _� / � ' M a �. � ' 0 /< r / _ 00000 I O \� \SCOTT R. COLLINS'Z U Lic. No. 035791,� ZONAL E� 9 w o Q � N in X-C C) Cl? 0) N M i O N N w w 0 Q U Lu U) Lu Lu L.f^_ �./ Lu (Q V C) N 1 T� C6 O T_l z Q 1--1 06 0 Q J w J w 0 w cl� _ d U) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 J� Jjti� % J 00 ` W rn i\ % N'Nm r i i _ — — - — — —_ Zoo' ROUTE zg BUFFER $ TH 0 c) \ WIDE BUFFER ALONG ROUTE W -- —- - -- 48p — �� 70' UNDISTURBED BUF ER _ g TO SCREEN THE DEVELOPMENT I rn rn 41 co 00, Z O - 00 j�� rnrn mw mw 470 - g �� Lnn Ln vie o 0 0 PROPOSED WALL 4 6 — _ / o o Lq/Ul o rn ui/ SCOTT R. COLLINS' m co 46p MAX. HT. - (' - - - 4 480 ~,� �� -t „ �, �, i � � � � � \ � YD- E, ' YD- D � � LN 035'701,� EXISTING 10o STREAM � _� _ � � —�--- N00 ry / 00 W � 448 30' PLANTED/REFORESTED B FFER BUFFER (TYP.) � / �� _ — l � — �, L �2 �f IONA �'i`�GZ 470 / � ,' `5'S � . viv ivtvv i urvurcHrriil-. nvrumviH i iuiv i u i rit o� — YD-zB ' ' — SATISFACTION OF THE COUNTY ENGINEER AS �� YD zA �1` / YD iB / / PERMITTED UNDER SECTION 30<7.4(b)h y �„� 4 9 �� 45� ° _ 4+°° PER„ i YD-3C I� 45 — —:-:—• — — — — < . i � � / � J\ PROPOSED YARD DRAIN SYSTEM I/ ~ w/so PRIVATE EASEMENT TYP. LOT I - 8 53+5 / � l \!\ e / < < < / �m w -�� ` LOT LOT LOT i6 I I 5 o / e � � � I �i W��9�� 1g\ 1] � I 1 e �3 Z I � (m � I � � 4 • . � 12 6 Try; � .. 52+5o i �� - / E -� - co � a YD-3A i YD B 'W 3- 50+00i 4 5°+5° �. 51+00 51+5° / /� E E E +50— - �J4 I Lu N 4:. 49+0� 35 PROPOSED DRAINAGE SYSTEM / E �' W O W1 III ,— - �A 00 iS / / ✓ / �_ a7 rn w I i6 0 36 / / -- / � N �1� o o ----- E (!), I I BEN O PO g+5 + �\ W N Q �/ —so— � � . o ---- YD- OS �L\ j --- • •. ° `• pee • '. � � F � OP 4 g 4 3 (Jl / 11 a � e ° — oe , e —_ m W / Z TT w e — I 1 / - < — Q I 1 • — J k5 �F � W I EXISTINGsoo' STREAM BUFFER TYP. �1 � I LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES cl \ < _ > —— — — n / ep ( � � � • ; , 1, $ I 1 '� , HAVE BEEN DETERMINED TO BE LESS THAN �5% BASED ON NEW /� � � � � � � � U � � + I I LOT �� ' \ TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE /� / ('� • e • / = '- - YD-5E YD-5F I • _ ,� I � Q 86B I. I �I \ COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h XISTING STREAM Q Q 1 Q, � � ° � PROPOSED YARD DRAIN SYSTEM 'LOT �-I w/ io PRIVATE EASEMENT (TYP.) LOT 57 I I I %� �i 1a i s ` LOT 6 I I �/ / > / Q o PROPOSED DRAINAGE SYSTEM / \ \ 5 /p I II I po I /� F E E s � 0 86A k5 / \ I LOT —+ LOT I II I / �/ PROPOSED 12HDPE YARD 55 I / / E E DRAINAGE Y TEM \ I I / / l e i T, / � I I Il - 4/ % / + E 42� M PROPOSED DRAINAGE SYSTEM / � � Lu "00 I 1 / F S 86 / � / 1 � � � W 0 \ \ / / / �. Cn _ / L T I/ / I e / / I — '� I � - � oC a /F J I � z / / I I / / 00 Y —' w � YD-5C LOT ., 'EXISTING WETLANDS TYP. \ cz�/ /. \ '� p •. - goo, ;' ,n ,y -p I ul �� y 53 3 / \ ✓ 12+50 �t,� II / Lu J PROPOSED UNDERGROUND 4o STORMWATER MANAGEMENT / �- OT EXISTING TREELINE (TYP.) ® C%) � DETENTION FACILITY- / / 2 �. % l 5 nP SEE VSMP PLAN FOR DETAILS o �"� / / 4 sa O � L T PROPOSED WALL EXISTING PRESERVED / 37 / - STEEP SLOPES TYP.Lij f � (MAX. HT. 4) ( ) <� i O I LOT / X o .Q _ 5 // � J 1 sio O \ / ti Q / { < 0 zo \ I / 9 o r \ f , O YD B % r 5 5 � w r � r i Q ,o ° OT I / ✓ a � � � c� M 3 O W • CD I , ° / j � L o — _ LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES /LOT HAVE BEEN DETERMINED TO BE LESS THAN z % BASED ON NEW / w TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE / i PROPOSED VA`WIDTH_/ DRAINAGE EASEMENT I I / PROPERTY BOUNDARY (T` IeAVTH o I O SCOTT R. COLLINS'Z U Lic. No. 035791 � ZONAL E� z O J a U Z w o� Q z H z w W ce LM ul z 9 M� t' J CM N M O d� N Q W J U) W 0 Q 2 U w U) w Lu U) Lu cD 0 0 N w J U ~ w r, H w O cl� w _ a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 9A 43& — \ / 3ED WALL IT. = 6') _ /< SEE VSMP PLAN FOR OUTFACE J DESIGN INFOR MATION ION r Y a a _ \ - 7-j _ 'P BLI�RW I� zf +oo, l<\ _ i \ \ /Lu \ f s s s ss \ - � L.I.J / I \; \ \ \ \ \ \ \ \ \ s s �- s—_ s � s s s s —� II EXISTING soo' STREAM BUFFER (TYP. \ \ \ EXISTING STREAM ✓ I �� 5 O O�\ \ co 0 S G � fi i _j f f 44 /<� i GRAPHIC SCALE 30 0 25 30 6o ( IN FEET ) I inch = 30 ft. SCOTT R. COLLINS'Z U Lic. No. 035791 � SIONAL E� w o Q N m �M 0) d) zQ N Mry J ' MM N W w N N w T� J rl z J Q —> 06 w � w mL Q V 0 J ~ Q 0 06 � U z Lu O Q ul U) oo F- - J zw L J U _ J ~ O J� O Q 0 00 N w J U ~ w H r, w O w cl� _ a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 10 70 / I ti / i �� / � � / / LOT j // \/ / o SCOTT R. COLLINS'Z U Lic. No. 035791 � -' - - --ZZ < �� LO/ T72 s 0 1 YD-6B \ ROPOSED DRAINAGE SYSTEM (TYP.) YD-6A /l/ PROPOSED YARD DRAIN SYSTEM / I � \ / w/ io PRIVATE EASEMENT (TYP.) / O I 4-, 1411 /4�: o 0 0 \ e MATCHLINE - SEE SHEET gA j J \ 1 / PROPOSED WALL I _ ') / \ ��/ / \ \ / (MAX. HEIGHT=6Lu /. in I PROPOSED WALL ! \ �o54B � \ \ �' (MAX. HEIGHT=S) PROPOSED WALL F� / I I 1� \ (MAX. HEIGHT 6') \ �/ F \ I I, I , PROPOSED WALL __ / / F c 1 `�9 \ I \ \ \ > W ) ,� (MAX. HEIGHT=6') /��/� �. I I �9 PROPOSED I4-1 / 4 WALL. 8 / / / \ % �� / � I �' / e (MAX. HEIGHT=6) / w o so rlj 1 �� PROPOSED WALL �. \� -3� j I I \ PROPOSED zo' DRAINAGE � / o (MAX. HEIGHT-3) j I / / ` EASEMENT (TYP.) / / / � -4�— — it / / I EXISTING 1 S G STREAM � J� I 4� /< 'z '/y'� J C49 M J -I<_�,� �./. I � / ry /< N W / N Q \ < ----� - � �� /< I XISTING ioo YEAR FLOODPLAIN TYP.) \ /< 4:� . �� / / I \ / \ j / /< 4�� V� \ �- �;�%� j / / / cib Q 5 ` ✓/ XISTING too' STREAM BUFFER (TYP.) / I. / (n Lu I \ I l Q I/I ' /. III PROPOSED VAR. WIDTH \\\ OO k/ \ / DRAINAGE EASEMENT 5 / I � 47 � 4� 0000,/ ' F / U V1 06 F F F C� F r I I .�. FF F FF W vJ^ ul oC W j U) � O l __ I J W o O PROPOSED RIPRAP CHANNEL OUTFACE \ \ - ISEE VSMP PLAN FOR DESIGN INFORMATION / �/ =j I � -- i O f O/ 00000 o j- 4� /< -� — / �O A- /--GRAP-H4C�CALE — � % / 30 0 �5 30 bo ` u L w w S r-- lo < _ -- - — — IN FEET 0 JOB NO. 182150 _ / �/ / / ` ~ 1 inch = 30 . /< / \ / --- — — - SCALE .may � � � � � � � �-- -----,-- - -- — _ ---- - -- --- SHEET N0. 11 c� z w w z CD W z J J 0 0 c 0 U C N L 0 u) a X N O 3 0 O U 7 L u) O U 0 C) a 0 u U i O U 0 0 U C L O z O t 3 0 0 Q L Q T C O _o u) 0 C) C) 0 Q 0 0 -0 U 7 O L Q N N 0 -0 C 0 z W W z z w z J J O U 0 Q 0 L Q co U X O u U O T) 0 U O V) 0 0 co 0 a m m � o co PROPERTY BOUNDARY (TYP.) % LOT Conservation Plan Notes: - � � • M mop 85� I ► I , / j j LOT / 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING MATCHLINE _ ' SEE SHEET 12 , / ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE / / T / / CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. LOT / / / 4 46 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES i / \ LOT TO BE PRESERVED AND PROTECTED. LOT / �x 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER $3 \ 4� MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL / x NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES / LOT 438 TO BE PRESERVED AND PROTECTED. 82 i N \ / v 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF O° EXISTING STREAM ' TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY CIS STREET x ENGINEERING DEPARTMENT. /' f LOT TREE(TYP.) A' \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, l / 1 f 81 �/ x / \ \ TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE / // / / / j / / / \ x / LOT \' " , \ / PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS 5 OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL filin/ BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL 1 LOT SIGNIFICANTLY DAMAGE FEEDER ROOTS Or TREES TO BE PRESERVED AND PROTECTED./vim / / f $O /. x LOT 436 i 8, ANY DAMAGE TO THE CROWN TRUNK OR ROOT SYSTEM OF ANY TREE TO BE / PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH / / /j L % f /// 59 >' ply R SER N URIESCSHALL THE PATICESIBETPRESCRIBIEED BY A PROFESSIONOAL FOR SHE EROSON AND SEDIMENT CNTOL TERBORKTREERSPENDOO. CAE � ALISTIOUS / f L /T 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE l / /79 / / \ / LOT %� \ �0 PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON o� / 60A\ BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. , �/ L/OT{ / / x x /� \ / f \ \ 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION c n®/ \ �7$ i / / \ LCONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. I IKA Tr r:RF:F=nnA/AV 61T I I I I 1 Oo MITS OF GREEN I PLANT SCHEDULE: SYMBOLI BOTANICAL NAME COMMON NAME I SIZE 1QUANTITY1 CANOPY I TOTAL CANOPY TREES ASL ACER SACCHARUM TEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 8 195 1560 NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 8 123 984 UAP ULMUS AMERICANA YRINCETON' PRINCETON' ELM 2-1/2" cal. 7 397 2779 QS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 146 329 48034 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 89 124 11036 CFAS CORNUS FLORIDA'APPALACHIANSPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 6 124 744 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 7 16 112 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 99 113 11187 PT PINUSTAEDA I LOBLOLLY PINE I 4-5' ht. 1 8 1 207 1 1656 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 409 JGO JUNIPERUS VIRGINIANA'GREYOWL' GREYOWL'JUNIPER 24"min. 164 NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 163 PAT PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 24" min. 18 OS STREET -r / TREE (TYP.) / �/ 70 / EXISTING WETLANDS (TYP.) / LIMITS OF GREENWAY j LOT 72 NOTE: LOT �� 1. STREET TREES PROVIDED 40' O.C. AND 5'-so' FROM PROPOSED UTILITIES. ✓ 72 / 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, N \ / '� / MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORTTHE OVERALL HEALTH OF THE PLANT. 3. TOTAL STREET FRONTAGE = 5,545' s REQUIRED STREET TREES: 1 TREE PER EVERY OF STREET FRONTAGE) 4 � 37 (1 0' E PROPOSED STREET TREES: 146 PROPOSED PEDESTRIAN TRAIL o I NOTE: 1,15o' OF STREET FRONTAGE ALONG ARCHER AVENUE (PORTION OF) \ / REQUIRED STREET TREES: 29 NOT PROPO SED SED STREET TREES: 29 • / - - / E: z,z35' OF STREET FRONTAGE ALONG FLORA LANE X / / REQUIRED STREET TREES: 56 ' / \ PROPOSED 8" SANITARY SEWER (TYP.) PROPOSED STREET TREES: 59 NOTE: 535' OF STREET FRONTAGE ALONG FOXWORTH LANE REQUIRED STREET TREES:14 x PROPOSED L � �STREET TREES: 17 NOTE: 1,200' OF STREET FRONTAGE ALONG KOCH COURT / / REQUIRED STREET TREES: 30 °�� /\ PROPOSED STREET TREES: o \ E 3 /\// NOTE: 425' OF STREET FRONTAGE ALONG FLORA COURT / > -- \ � Z �� \ � \ REQUIRED STREETTREES:11 � 4 so \ PROPOSED STREET TREES: ii � GRAPHIC SCALE OSED WAL ✓� � � /� � �� \ � � � 40 o ao 40 80 IN FEET 1 inch - 40 ft. DOUBLE STRAND #12 GAUGE WIRE EXISTING STREAM / \\� WITH RUBBER HOSE &TURNBUCKLES % 2"x2" HARDWOOD STAKE 1 F BALLSBURLAP SHOWN O EFROM TOP 1/3 O SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER / c, % / FINISHED GRADE I0000' I TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED ®®®®O TWISTED, #22 GAUGE WIRE WITH HOSE / HT OFTREE A AND TURNBUCKLES. LOOP HOSE II O LIMITS OFGREE AY / 5 / AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH TING soo-YEAR FLOODP AI (TYP.) n t t I Tree Planting and Staking Detail / Not To Scale COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 2/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE TOTALI 78092 1 LANDSCAPING CALCS: BLOCKS 9,1o, & 11 34.56 AC GREENWAY -17-55 AC BUFFERS WEST OF ARCHER AVENUE - 2.17 AC TOTAL: 14.84 AC TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 14.84 AC REQUIRED LANDSCAPING: 15% OF 14.84 AC = 2.23 AC EXISTING TREE CANOPY TO REMAIN: 23,987 SF = o.SS AC PROPOSED LANDSCAPING: 78,092 SF =1.79 AC TOTAL: 2.34 AC 1992 3.38 Source: Va. DSWC III - 401 County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) Plate 3.38-2 1. The following items shall be shown on the plan: ZI Trees to be saved, El Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing, ® Grade changes requiring tree wells or walls, ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markinus: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ZI Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: U Such devices shall not adversely affect trees to be saved. 6. Fires: lI Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: El Toxic materials shall not be stored within 100 feet of the dripfine of trees to be saved. 8. Protective Fencinu: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Z1 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: El When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: El When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: El Protective fencing shall be the last items removed during the final cleanup. 13. Damased Trees: ® Damag/e/d trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS� E DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER CONTRACT PURCHASER SIGNATURE 1/21/2020 (DATE) (DATE) 5/1/06 Page 1 of 1 7TH o� 1; SCOTT R. COLLINS'7 U Lic. No. 035791 � ZONAL E� z O a r_ U ca Z w o � pza O LU z W 1■■1 W W 1.4 W o N Q � N Ul Z j 0 U 00 M cyi M lit Ld N J J LU 0 Q U LU I- VJ LU LU/ U) LU r� V N z Q W T� T� 106 z \ Q 0 IZ T� T\ H V ' V / U) C) U z a 0 MJ W J J i 0 0 m LU J w H r-s W W a JOB NO. 182150 SCALE 111=40' SHEET NO. 13 O55 N #3 �TH 0�� SCOTT R. COLLINS'Z U Lic. No. 035791 � ------- IONAL E� 6o 0 30 6o 120 ( IN FEET ) 1 inch — 60 ft. y Y yyy y N\-------------------------- �, --------------------- I y�,y yy y,vy yy yy yyy N \ t� � yy yy y yy yy yy yy y \� \ y y yy y y y yy yy yy N V1 �y�y�y,,yyyyyyy � "" yy yy yy yy yy yy yy uW J y y y y y y y y y y y S W yyyyyyyy =yyyyyy yyyyyyyyyyy .yyy yyyyy �y y yy y �y �-y yy yy yyy _ y y y�r y N yyyyy y.-yyyy yy � yyyyy y, �Yyyy yy yyyyy yy ��s —� � vy yyy yyyyyy y y yy y yy yy yy yyyy yy yy y y yy \Sl y.yy. yyyyyyyyyyyyy yyyy yyyyy y y y y y \ y yyyy yyyyyyyyyyyyyyyyyyyy y__y__,_ yyyyyy yyyyyyyyy � I\ y y y yy y yy y y yy y yy y y yy y yy y y yy y yy y yy y y y yyy y I\ yyyyyy yyyyyy yy yyy y y yyyyyy yyy -y- y y yy yyy yy \ yyyyyy yyyyyy yyyyyy yyyyyy y y yyy yy y y y yy� yy� y y �--�1 ,, y y y y yyyy yyyyyy y„ yyy i,' _—, Imo\ � yy yy_„ yy yy yy yy yy yy y y yy-y'•rLi�., � 9 w o Q o N M� t' J 0) z N Q M J MM N W 0 w N N w L �--� J 5; C;6 W %*ft Q 0 �p 0 rl z O O Q U 2 U (f) cw w U LU O Ul U) 00 F- J zw L J U _ J ~ O J� O Q (D oC 0 00 w J ULU ~ � w _ a ) JOB NO. 182150 SCALE 1 "=60' SHEET NO. 14 CROSS SECTION #1 PROFILE \A/nnnl Akin BUFFER ------ ------- —. LOT 14 490 — PROPOSED RADE 470 HT.tgL 470 46o LOT 24 430 430 W W w w W LL l0 (D I� Ln O Ln �t °1n LD Ln Ln Ln� �t d) 00 rn kD 00 N 01 O 00 O o �o O Ln a) LD O a1 O1 .t Ln 00 00 � �o M N lD a1 A O1 I U) l0 M r l O O l0 1 00 Lan Ln It .t M00 00 Ln O O I�1,0 l0 cl Ql M °m M ry) 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 CROSS SECTION #2 PROFILE r r � 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 / i i i - ------------- LOT 29 - LOT 56 DDW 540 530 WOODLAND 530 —520 BUFFER, 520 25' HT. PROPOSED GRADE ------------- LOT 44 - 450 ` LOT 440 430 420 440 430 420 W W W W l0 Ln O I*l O 00 l0 00 Ln O ei ^ l CO N N 00 N 00 Mr4 CO 00 O O I O 00 O I O 00� ^ 01 ci It I\ N a) Lr) ^ N lD M N l0 Lr)lD D Ln -t LD Ln O0 O M Lr1 00 N O O 01 N M M N 410 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 CROSS SECTION #3 PROFILE 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 Dit 5 5 1-4 D It 1-1 ' 25' 490 ' go 48oHT. PROPOSED GRADE EXISTING GRADE LOTS 430 430 420 420 W W J J W W W L.L Ol I� �p Ln ^ O l0 ^ M A 00 kD 111 N lD N k'D 0 N N M 0 I� M Q1 0 l0 � M Ln ^ n N n M O1 00 M Ql N Ln L/1 N 01 N ri l0 I� O I� N O a) M O N N H lD M H lD � ci ci A ci VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 50 eoAll- H o 00 SCOTT R. COLLINS'Z U Lic. No. 035791 � ZONAL E� rn t'� MJ z N M J MM N W 0 w N Q N w w ,--j J J W W U) � O o 0 �--I CL � � z Q � O 2 ~ v U w U U.,w Lu 0ul ~ D J V) LU L�u ® U _ JLu ~ 0 J�O Q CD 0 o m 0 N W J ( IN FEET ) ULu ~ 1 inch - 5 ft. p w O _ a JOB NO. HORIZONTAL GRAPHIC SCALE 182150 ' SCALE 0 25 50 100 200 AS SHOWN ( IN FEET ) SHEET NO. 1 inch - 50 ft. 15 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY, THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MA Y BE REQUIRED A T LOCA TIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE 1 CC-6 POINT OF R/W CONCRETE cuRB & GUTTER CI � FINISHED GRADE SIDEWALK / 1/4"_1' / 1/4':' 1' 1/4 -- 1' PLANTING ` 88°°°°°° ° ° a o%& 880°°°°° ° °°�8 Wa°° °°Ss8 8u6 STRIP I 0' 0' CG 6 CURB & GUIT R 1/4".• 1' PLANTING STRIP 6' CONCRETE SIDEWALK I- (TRAVEL LANE) ' (TRAVEL LANE) i ��[----2.5'-I 24 FIC-FTC 49' PUBLIC ROAD RIW TYPICAL ASTRL'.F'T ASLTCTION - 49 ' PUBLIC & PRIVATL' ROAIJ R/4Y (WCH COURT, FLORA LANL; FLORA COURT) NOTE: PARKING TO BE 25 MPH DESICzV SPEED PROVIDED WITH BUMPOUTS KZVOT TO SCALES ALONG ROADWAY. R%W CONCRETE clncwel le CURBG& GUTTER 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE I CONCRETE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. R/W SIDEWALK 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN 1. THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13, A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WA Y WID TH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1 FOOT. ( > 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD V __1' PLAN77NG STRIP 6'- POINT OF OFC/L FINISHED GRADE I -"I' , „ 61' PUBLIC ROAD R/W TYPICAL STRL'L'T ,SUCTION - 61 " PUBLIC -Ho" RXX (FOXTYORTH LANE) 25 ff-PII DESIGN SPEED (NOT TO SCALE) CG-6 cURe & GurI CG-6 CURB & GUTTER i I 111% BEVELED UNITS\um I;XI'FN"CTEOSYNTIIF.TICx JNFOH('I-.MFNT I n wln Eh - me e E OF T"F. T- ER BLOC x FACE 10"MI UM -I I- rX A",horT"I Diamond. INFORCEM ENT CONNECTION WX (NOT TO SCALE) 1--la 111-11- I CONDITIONS INDICATE. °`l =,�' I REINF ORCEMENT ,MEN T LEN GIH J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN 15 INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION a," .�k" c_os TnFTI_"INFoxCFMEN_ I <) ., SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. IL ,ATM°N"^RIF" oxAINTn 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 1 PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE 'Z MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS " «"'"; APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 _� GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA TIONS. 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES ,x u 0 -I. o mrn F.IN I'll Im'! I "o' rX An horT"' Diamond'" 11 EXCAVATION OVERSIZING WX(SCALE_3/R 1'_0'�) .... �... �...�....", 'II CIL 1/4 i 1' 12' TRAVEL LA 5 CONCRETE RI ancwe l le NOTE: NO PARKING ALONG ROADWAY. CC-6 CURB & GUTTER I A (BIKE LANE) I I I I (BIKE LANE) 77' PUBLIC ROAD RIW TYPICAL ASTRL'L'T SUCTION - 77 ' PUBLIC ROAD R%`Y �ARCH�R A YL'NUZ7) 25 MPH DESIGN SPEED (NOT TO SCALE) SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN Aych l-Diamond"' THE STREETS RIGHT OF WAY. X TYPICAL BASE WX (NOT TO SCALE)° PREPARATION ' " ALBEMARLE COUNTY CG-9° WIDTH OF ENANCTRE A � GENERAL CONSTRUCTION NOTES R�Q, I WIDTH OF ENTRANCE d --- OS FRO O/2 M EXPANSION JOINT O j AC LIMITS ESS ROU ROUTE IE - - - -4a ® LIMITS ROUTE STRIA. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC UHP �qCK OF PO Sp(F � UNPAVED SPACE NON -TRAVERSABLE SLOPE -4 UNPAVED SPACE RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING F)y� D EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE w F WIDTH OF ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA C CURB INCLUDED IN Z M ENTRANCE DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS EXPANSION JOINT ENTRANCE GUTTER U 0 _ _ _ 2, 42 - DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS ww �C I � N ---- LACCESS ROUTE STRI NON -TRAVERSABLE _' LIMITS OF PEDESTRAN CESS ROUTE OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE I i z REQUIREMENTS OF THE PERMIT SHALL GOVERN. DA vow I ) PEDESTRIAN ACCESS ROUTE DETAILS WITH & 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL FLOW LINE wlTHour UPAVED SPACE CONFORM TO CURRENT SPECIFICA TIONS AND STANDARDS OF ' w ENTRANCE WIDTH DESIRABLE MINIMUM 12' ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE Mj�j EXTEND BEYOND EXISTING 1.3., VDOT UNLESS OTHERWISE NOTED. 9 3 r ; EXPANSION JOINT ABSOLUTE MINIMUM 12' OR PROPOSED VDOT RIGHT -OF WAY. ,�S" J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE EDGE OF PAVEMENT p. PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION ® UNOBSTRDESTRIACTEDCSTABESS RDD IRA ANDTES VS SLIP RESISTIDE A IANNUOUS ENTS OF A NTHATING ALL a. .. - e. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY A� HALF PLAN FACILIATH TY CAN BE APPROACHED, ENTERED MID USED BY PEDESTRIANS, - -b, •- CLEARING, GRADING OR OTHER CONSTRUCTION. * IF PEDESTRIAN ACCESS ROUTES ® ARE BEING ilii 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, REQUIRED,WMINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2% CROSS SLOPE. SECTIONoB-e SEEDED, AND MULCHED. CGE3 ORECG 7, THE) CURB FACET ON THINS ARID 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 UNPAVED SIDEWALK SPACE PARABOLIC STANDARD IS TO BE ADJUSTED TO MATCH I THE MOUNTABLE CURB CONFIGURATION. ' (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, SPACE CURVE . LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. NORMAL CUTTER ® ® - A • ♦.. . o. 6. PA VED, RIP -RAP OR STABILIZA TION MAT LINED DITCH MAY BE �•- _--- b, •ti. ' °• °' '.. °' _------____ X(° TO 10% CHANGE X -wxx . oao°e REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, 40 45=,0.0 0 0,4.. o; e:e. n-mi oo6" �� OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO AGGREGATE BASE CLASS - (H.E.S.)CONC. SECTION C-C STABILIZE A DRAINAGE CHANNEL. TYPE ISIZE 21B 5'-O" 5'-D" A POINT OF GRADE CHANGE ,•-n'• 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE 12% MAX.SLOPE FOR CURB AND GUTTER ONLY * . N. . N, . n. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. FOR SIDEWAK CURB AND GUTTER BUILT CONCURRENTLY x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' NTERVINTERVL x z x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10'I10'IN L AND . ' , . , 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE SECTION A -A B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS REINFORCED CONCRETE PIPE -CLASS Ill. SECTION D-D 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION XVDOT SPECIFICATION' MUST COMPLY WITH OSHA STANDARDS FOR THE ROAD AND BRIDGE STANDARDS I STANDARD ENTRANCE GUTTER REFERENCE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SHEET , OF , REVISION DATE 502 203.03 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 12' (TRAVEL LANE) CONCRETE SIDEWALK iL4 i 1 PLANTING STRIP -- ,, 5'- NOTE: NO PARKING ALONG ROADWAY. -- __A�r -" TRIP GENERATION CALCULATIONS 11 � \ v A I, o- ��`vv - \\TRIP GENERATION BASED ON ITE TRIP GENERATION 4\�� Z\ -\ MANUAL(8TH EDITION) � v _ � __ 85 TOWNHOUSE UNITS (CODE 230) y I >_ . A- _ A , 11 9 1 -- - SCOTT R. COLLINS1 � \�' _ I`` \`\ - \ ADT: VPD 2 ENTER EXIT Lic. No. 035791 __ om 494 (47 I 47 ) 1 oM I 2. �, 1J ,/� `v AM PEAK: 37 VPH (6 ENTER/ 31 EXIT) \ssl �� 05 E _ ��• v ANAL _ �. '7101��D I� �0��' ; vv PM PEAK: VPH z ENTER/ 1 EXIT I gtiF / 44 (9 5 ) - - i _ I � \ \ \ (\ \ -'' � 1 -. O - -1 .\T o 1 \ �� ;' a v ` \ I - �'� ✓1 V ��m v`, I vv 1 �� I V I , - \ \ \ % f Qq , \ \ z ,� Ea 1 L' I 1 - - _ C H - I _ (L / ( / a O s� o. sm - ° -, - � � - - �� I v U) U V_2 __ v' - - v II "I �/ v"I (n DO �� o / \ _ \1 z 1-1 TRIP GENERATION _ O o 1 ~ _ _:� �( ��°,� z r Of I11 , I' �v w \ Pavement Design LU RF= 1.0 Me Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp ADT Archer Avenue 775 2 795 4 4 13.96 SM-9.5 1.5 2.25 BM-25 3 2.25 21 A 6.5 0.6 14.03 Foxworth Lane 775 2 795 4 4 13.96 SM-9.5 1.5 2.25 BM-25 3 2.25 21 A 6.5 0.6 14.03 R/W Koch Court 192 2 212 4 4 9.36 SM-9.5 2 1.67 BM-25 1 1.6 21 A 8 0.6 9.74 Flora Lane 192 2 212 4 4 9.36 ISM-9.5 2 1.67 BM-25 1 1.6 21 A 8 0.6 9.74 Flora Court 58 2 78 4 4 5.88 ISM-9.5 2 1.67 BM-25 1 1.6 21 A 8 0.6 9.74 0 W N H TOP OF 4"- In r1J CURB � C - SM-9.5A '1 1 -2" R SURFACE COURSE 6" 8'. 1"...' (5' MIN.) 13" 14 �" INTERMEDIATE COURSE SEE PAVEMENT CHART 4" CONIC. �, n < '' .�� COMPACTED AGGREGATE FOR DEPTH OF EACH a• v ti BASE COURSE, VDOT #21A PAVEMENT COURSE 3000 psi MIN. 4" DOT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB & BY VDOTTO CURB & GUTTER PAVINGEAND/OR BACKFIOLLING. NO SCALE COMPACTED 1 \ � SUBGRADE 4" 21-A STONE BASE ASPHALT PAVING - ROADS CONCRETE SIDEWALK NO SCALE CC-12 I NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: CG-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) Q CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) CURB WHEN RE IRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF TIME ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR SIDEWALK SIDEWALK DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET RAMP 12:1 MAX DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC 12 DETECTABLE 48:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. l SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 43. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IRAMP ISPROVIDED FOR O5 4 I�ISPROVIDED DOWEL TO5 THAT ADJOINNG FLARED SIDES CAN BE CAST WPLACEAFTER PLACEMENT OF 10:1 MAX THAT ADJOINING FLARED SIDES CAN BE CAST WPLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE N0.5 X 8" PLACED TCENTER TO CENTER ALONG TYPE A 5. REQUIRED BARS ARE TO BE N0.5 X 8" PLACED 1'CENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1%2". CONCRETE COVER 1%'. 6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ' IN IN ARE INCLUDED IN PAYMENT FOR CURB /CURB PAID GUTTER. M ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. M 5 5 P T AXMAX • M M .1 .1 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 7. CURB RAMP ARE TO BE LOCATED HOW. ON THE PLAN OR DIRECTED 12 S C AS S AS 12 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER � BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 MAX 72:1 MAX �I AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PROPOSED, CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, MID SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED ENTERED ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED ENTERED AND USED BY PEDESTRIANS. AND USED BY PEDESTRIANS. ' MAXX : 1 1 B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12 B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12 �f THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND r THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX '; rp THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX ; �p PERPENDICULAR TO THE CURB. yMIN )K* * PERPENDICULAR TO THE CURB. g.MIN = )K :Y . 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT * , 2" HIGHER THAN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY W MN A7 `,M, , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. TRUCK TRAFFIC) FOR CONCRETE DEPTH. `� EDGE OF PAVEMENT � EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT *)C . SAME AS TOP OF CURB 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )K)K , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. - LANDING AREA MAY INCLUDE THE GUTTER PAN. - 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME m 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .6"-2.4" C-C o CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .6"-2.4" C-C 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 O 0 O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH S -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH y THE BACK OF CURB. - O O O O O O O O O O O O THE BACK OF CURB. - $ 0 0 0 O 0 O O O O O O O -� o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �_ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �_ LANDING RAMP + a LANDING RAMP + _ q y O O O O O O O O O O O O O O O N ;F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - '; O O O O O O O O O O O O O O O T O O o 0 0 0 O 0 0 0 0 O 0 O 0 IR o 0 0 0 0 0 o a o 0 0 0 0 0 0 50%-65% OF B DIAMETER O O O O O O 0 0 0 0 0 0 0 0 O I. -150%-TOP DIAM TER DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O TOP DIAMETER DETECTABLE WARNING o DETECTABLE WARNING d AT BACK OF CURB 0 9"-14" I VARIABLE FULL WIDTH OF RAMP FLOOR _ AT BACK OF CURB -I 0r1 9 1.4" I VARIABLE FULL WIDTH OF RAMP FLOOR _.I SEE NOTE 12. BASE DIAMETER ( SEE NOTE 12. BASE DIAAMETER .- PAY LIMITS PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL ,VDOT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION �VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-2 GR-2, 2A NOTES: 1. THIS 1'EM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS RADII ( ACE OF CURB) WILL BE PAID FOR AS 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (115" DEPTH) OR INCREASED AS MUCH AS 3" (2W DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 5. CG-2 5 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-S AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2' RADIUS ;.A , D.�� o e•' Y D. � t D, SURFA ;e . ;e • - • BrisE ACCEPTABLE ALTERNATIVE IF CURB IS EMUIDED EKNICESTANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION * 27-Y4" MIN - 28-Y4" MAX RAIL HEIGHT 4" 16'-,3"6'-3" 3'-1I2" 1 3'-,I/2' 3'-,Y2" 3'-,I/z" 2" R x .D D.; T D.� !a"!R; !Al,J!.d' l�ixl,V!,Y' !zr I o.' A. 0 D,; * D.� I I I I ' ;A. ' D.� D.; D J 1-1 �1-1 e,• ;,A SURFACE D.;•DytD GR-2 GR-2A . '&' . A. . (6'-3" POST SPACING) (3'-11/2" POST SPACING) DID D.; � D MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' A--. A-., BASE 11 D.I1!D.��D .; ;A, .-. D.� � D.� 'FD .'A.'. -A.'. SUBBASE NOTES: F GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE F _T B,. ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. x OPTIONAL GR-2A METHOD z OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASS 0CIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. z WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE W-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Ya" MIN - 2BY4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 1VDOT �VDOT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE 201.01 501.04 1 08/14 FLARE RATES DESIGN SPEED I INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE I RATE FLARE RATE 70 9' 3011 15:1 1F 60 e' 26:1 14:1 (r 50 6.5' 21:1 11:1 M 40 s' 1s=1 81 30 4' NO SCALE CG-S NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE. 4D00 PSI IF PRECAST. 3. COMBINATION CURB NM GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB i GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-e IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D• 0 ♦ • 1.,;1, D D D D D o• o, • o• e• n• D D D D D ♦ , ♦ , , - ---- -I BE CONCRETE OF THE CONTRACTOR ERENGE COMBINATION 6" CURB AND GUTTER 10S 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2 I A� (RADIUS TO BE AS I I wx STREET APPROACH SAME SURFACING AS MAINLINE ROADWAY (SEE NOTE S) SHOWN ON PLANS) ra C C 1 (RADIUS TO BE AS RADAL COMBINATION SHOWN ON PLANS) / CURB AID GUTTER CC-81(SE NOTE A .--� ----1r SIDEWALK I w W I i (SEE NOTE 2) 6„ IL OPTIONAL d'• FLOW LINE ---- I N EXPANSION JOINT o EXI JO NOTE: WIDTH "B" 2'-011 OR AS � MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A-J PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE EDGE OF SHOULDER OR SIXMAX, D SLOPE CHANGE ® - OPTIONAL FLOW LINE - - D MAINLINE ROADWAY - - - - - - - - - - - ex MAX. M - - D SLOPE CHANGE - - - I D M15UGGL51 LU MAXIMUM FLAKE HAIL FOR SEMI -RIGID BARRIER SYSTEMS. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERENCE (STRONG POST SYSTEM) 221 502 505 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" 14 MANTANED. ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET / OF 1 201.03 CG-11 GENERAL NOTES 1. WHEN CG-1115 USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED N ACCORDAa WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REOUIRDMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REOUREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK Y CURB RAMPS WRFN HE LIMITS OF THE RALI/SFNOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7,THE CURB FACE ON THIS STANDARD R TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. S. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) B. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES S'MIN.� COMMERCIAL ENTRANCE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES IAML B m I.., I - - -'� ENTRANCE VOLUME GRADE ,D•' CHARGE DESIRABLE MAXIMUM HIGH I MORE THAN 1500 VPD 0 X 3 X MEDIUM 1 500-1500 VPD S 3 X a X LOW LESS THAN 500 VPD S e X e X CLASS A3 ►,T - �. '�' '�' NOTE+ ALLOWABLE ENTRANCE GRADE TABLE IS NOT (H.E.S 1) •►• '�'• - APPLICABLE TO STREET CONNECT10N5 CONCRETE SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV a/o; VIRGINIA DEPARTMENT OF TRANSPORTATION 203•04 z L9M ti z M M N W N 1111111111111111■ I-� co � r ^ V 1 11 T ` N O Q N N Q uz W F4 J J J_ w > 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII W ■ ■ B+ V / J 1 �1 Q tj 0 ,-I II-- _j I..L � W Q TZ U NI w ' O W W %% M in 0 ( n V �_: SI z w U � O - 1 /A V% M� W J ui J ' 0i JflIf T i (< V O `se"' 0 O N 0 0 W �_ in ULU �_ LU 1 a I— LU U) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 12 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. so. 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). GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL SI 6 LF z4" IN INITIAL BACKFILL B" &„ MIN MIN- BEDDING 8 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 BACKFILL 4'MI UNSTABLE SOIL =MIN. MIN. MIN MIN. #68 STONE GRANULAR FILL AS APPROVED BY ACSA STABL OIL 0 RGCK� STABLE SOIL OR ROCK y 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 BACKFILL. 3.THE INITIAL BACKFILL 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 WATER 2500 P.S.I. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 101f� 5' f WATER SEWER 3 A E3 O LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH Df SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATIOM MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED CRADE --- LISTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE CONCRETE a 2'x 2' BEARING AREA, THRUST BLOCK 4 C 4 a . X" NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 15 1/2" J.I.W.E1574 CAST IRON CLEANOUT FRAME AND LID 10 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 7 1/2„ SEE PAVEMENT AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS '� .•1• PVC FEMALECLEANOUTADAPTER " '' WITH INVERTED NUT SCREW CAP OR a: - � I - FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S406-10 AWS* * WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45* BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE,l -- SANLTARYLATERAL� WYE -- 1 1- Y ' : ' I I ------------- 'A BOTTOMOFOF TRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY �V EASEMENT OR RIGHT-OF-WAY FUTURE SANITARY LATERAL1 (WHEN INLINE LAYOUT REII I CAST IRON CLEANOUT ' { FRAME AND LID I- tck"`+n. ' f � (�I N S SEWER LATERAL WYE ... t A I CONCRETE 450 BEND COLLAR A. 24" - - - - PLAN VIEW - - - - - - Jj STANDARD SANITARY CLEANOUT IN PAVED AREAS 1/8 BEND 1 FOR ALL BENDS WIDEN TRENG ACCOMMODAT ANCHOR IF " REQUIRED. 45 min REDOING 0 \ REQUIRED EE R 45' MIN Ir 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 0.15 0,10 2.CD 2.25 2.50 0.15 11 1/4 1.50 2,00 2,50 0.10 90 3.66 116 3.21 C.48 8 45 2.66 2,66 2,77 026 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 3.53 3.42 0.53 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2,04 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CDNCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 TO-3 1' CONFRESSCN " 3/4' MALE PIPE COUPLING OR APPROVED EQUAL THE 'K' sQ' ':-i FOP USE ON ATTACHED SINGLE FAMIL'I RESIDENTIAL SEftMOE5 OR ODAL RESIDENTIAL AND IRRIGATION "VICES- I"xl"aT' TEE NOTE: O NO SVr ATED FIT IMCS DUAL SERVICE R T- CouPRESSION >< 5/4" UALE PIPE eoDPUNG GR APPROVED EQUAL " TYPE "K $CPT COPPER C' FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER 15 N07 PROVIDED, SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. IE ERSETTER NttS4Kf TYPICAL SERVICE LATERAL INSTALLATION (5/8" & I" METERS) NTS FIG. W-6A H J I TD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN I Iy 4-%9 -� BRANCH 12" a 2„ FLEXIBLE CONNECTION NOTE' WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION BOOT „ ® INSTALLED TYPICAL_ MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD27 NOTE: RESTRAINED JOINT FITTINGS. 42" Minimum Certification of 95% compaction required P Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. 4' MINIMUM AUM Side View a 4 a. 1p 4 4 a 45' \ 1 TYPICAL_ THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD- 5 NOTE, MIN. CO' DIAMETER M4r.HOLE REOUIR ED C� RH. STEP [rTP,7 DPi MANTOLE PVC CROSS 2• .q USE Ai FLEXIBLE Iq SOOT, GASICEIET STOP COUPLING44 DROP I E PIPE STRAPS " (STAINLE55 STEEL) o SPACED IL�' VERRTICALLY 90' RESTRAINED BEND f �sEAEIt II• FL P T $ -I E .� v � r' $ • o " MAN C. SEWER PIPE PLAN PROFILE MIN. b' BEDDING WITH NO. 68 STONE 1_ HEIGHT OF THE VERTICAL DROP PIFIE WILL BE DETERMINED BY THE ACS.'k BUT SHALL IN DT BE LESS THAN 1PA (2) FEET_ 2. VERTICAL DROP PIPE SHALL BE SEER 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTE D TO THE DROP FITTING WITH STAN DA RD GASKET JOINT. 3_ VERTIG7L DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHAILL BE MALE OF STAINLESS STEEL 4. SHAPE INVERT A5 NEEDED TO PROVIDE SMIDUTH TRANSITION FRW DROP CONNECTION DISC1i POINT TOSPRING LINE OF MANHOLE INVERT. 5 DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLDW_ 6. VERTICAL DROP PIPE SHALL IBE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MIN IMUN472" DIAMETER MIANHDLE REQUIRED FOR A SINGLE 10" 0111112" DIAMETER DROP CONNECTION, 011 TW08" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T. 5. FIG. S-1-C2 TD-30 `ym E E e: E �m w= c % E Q� LJ� OJ �M U� o a j I va E ^As z y aEon °¢ aEL O ,oEy W< a EZ 4J of vO a ri EY5 € ' C)Lj �m U u E f�J E �E •eo �E .ou O Z g a a O E E s E € a w 0 Oyu Nu m0u �� N d LtV - TYPICAL MANHOLE FRAME & COVER N.T.S FIG SID TD-31 FINISHEp GRADE TI�fT�T1T�l 7TL7ITI ITI TREN CH e }REDUCER Aa �P� A -*---2500 P.S.I. CONCRETE THRUST BLOCK -- - - - - - - - - - - - -' - - - - - - - - - - - - - - UNDISTURBED SOIL 9 S 18" MIN. PROFILE VIEW UNDISTURBED SOIL - EDGE OF TRENCH 4 24 MIN. °d REDUCER B„ MN a, a _4 e 2500 P.S,I, CONCRETE THRUST BLOCK °e. 8"MN UNDISTURBED SOIL - EDGE --- ---b---�--- OF TRENCH a A 24" MN. NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPCNSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID 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 } t + 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2" TO 10" iB" 22 7 CU. FT. -VALVE BOX #68 STONE 42"MIN - 6` CATE . •�.; VALVE Y �� 8" X s" TEE 250C P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HDLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 7 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 9E INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL_ FIRE HYDRANT ASSEMBLY DETAIL_ N.T.S. FIG. W-4 TD-8 NISHED GRADE -111-III-III-III„ -. ,III-111-I11-I1 AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE ICI - I I I I- III III I IJ I �L�I I I. .III11- BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP 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. FOR ATE LINE SMALLER THAN 1 E 1" R V_ N FITTINGS. FOR WATER 2 O W R 5 5M 2 USE A A. AND NGS. O A } LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24" M IN NTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO, 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.0PEN 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. 58 STONE TYPICAL_ SEWER PIPE NSTAL-L-ATION IN TRENCH NTS FIG. S-3 TD-34 SCOTT R. COLLINS 7 Lic. No, 035791�L, �0_1�.ks'101VAL��'�e E� z O J a U � w Z EIJ 0 U-) J z O O U0 �~ r/ Lu W z L9J J `. � M I ' ' W N I N Q N N z w L J Uj W J ' Q OW 2 Ob 06 Uj O I- O W I- V • ' U) ^ Uj W O ® I- �) � cov W J I- Q^ J Q o U C5 O N 0 LU MJ W It O I w _ 0- CJ) JOB NO. 182150 SCALE N/A SHEET NO. 13