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HomeMy WebLinkAboutSDP202000008 Plan - Approved Initial Site Plan 2020-03-06eb a . . .1 e e 1" ® 2001 GENE' ML NOTE'S OWNERS: TMP o4600-oo-oa-o19B4 CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22go1 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 229o2 TAX MAP: 04600-oo-oo-o19134 D.B. 5011, PG. 170 162.75 ACRES TOTAL PROJECT AREA: 04600-oo-oo-o19134 - 1.62.75 AC. (PORTION OF) BLOCK 9 -1o.99 AC BLOCK 10 - 9.66 AC BLOCK 11-13.91 AC TOTAL = 34.56 AC PROPOSED USE: 85 TOWNHOUSE (VILLA) UNITS ALLOWABLE DENSITY: BLOCK 9: 1g UNITS (MIN.) TO 57 UNITS (MAX.) BLOCK 1o: 9 UNITS (MIN.) TO 27 UNITS (MAX.) BLOCK 11: 11 UNITS (MIN.) TO 53 UNITS (MAX.) PROPOSED DENSITY: BLOCK 9: 33 UNITS BLOCK 10: 24 UNITS BLOCKII: 28 UNITS REQUIRED SPACE: Bc B1c B-11 OPEN SPACE PROVIDED: Bc B-ic B11 CIVICIPARK GREENUIIAY OPEN SPACE BUFFERS TOTAL GREEN SPACE 0 1.8 ACRES o 2.8 ACRES .6 ACRES 0 3.6 ACRES 1.o ACRES o.1 ACRES 4.7 ACRES 1.2 ACRES 8.2 ACRES 1.3 ACRES 0 10-7 ACRES CIVICIPARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE 0 2. ACRES o.95ACRES 2. ACRES 5.91 ACRES 0 3.94ACRES o. 2 ACRES o. o ACRES .16 ACRES 1.10 ACRES 8.66 ACRES 0.54 ACRES o 1o.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. & 25' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: 1o' MIN. & NO MAX. GARAGE SETBACKS: i8' MIN. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURALIFORESTAL 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, 2025. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF 2029. 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 #2) 1. OUTDOOR PLAZA AND MEETING AREA 2. 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 (2) OFFSTREET PARKING SPACES ARE PROVIDED PER TOWNHOUSE UNIT. ONE (a) ON STREET PARKING SPACE PER EVERY 4 UNITS IS REQUIRED. 85 UNITS 14 = 22 PARKING SPACES REQUIRED 22 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 52003CO28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN 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 (54.60/0) LOTS: 7.66 ACRES (22.9%) ROW DEDICATION: 7.51 ACRES (22.5%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 170,625 SF BUILDINGS, PATIOS/DECKS: 95,76o SF DRIVEWAYS: 37,800 SF AMENITIES: 7,15o 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. � ! 1 t i I I ! I I I ! P I I I 9 f I I 1 Ij I I I I I I 1 II I I P f 1 1 I 1 I I i I , fil ! I 3 Ii I I I� I I � I I 1 I I I i ! I II i i II, d �{I , J III I I j I �F i j j i 1 � d I, I I 1 �) 1 i P I� I I( d 1 I I it i 1 1 I � l I I LI P 1 ! I I I 1 I 1 � i I I I I 1 i I I i i 14 f ! I 1 i 1 l 1 I I I i I I I I I I I I 9 ! I ' I I I f 1 1 i I I 1 1 I ! ! I i I 1 ! 1 P P 1 1 I ((i d tl � /b y SCOTT R. COLLINS C--) Lic. No. 0:35791 LU t RIVANNA ALBEMARLE COUNTY, VIRGINIA BOULEVARD TO BE COMPLETED (UNDER A - w r ' �� ;CA SEPARATE SET OF PLANS} IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. 4 ure Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS 113 PROFFERS 2 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 22 NOTES & DETAILS 23 NOTES & DETAILS 14 STORMWATER MANAGEMENT PLAN 15 LANDSCAPING PLAN 16 LANDSCAPING PLAN 21 ROADS TOTAL SHEETS EXISTING CULVERT CUL VERT DROP INLET & STTUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT IO AL 9 L U P lb Lij ll u1 r ® tea JOB NO.� J 182150co c, SCALE 1 "= 80' E SHEET NO. CL 0) Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Nurnber(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A 1, 04600- 00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH &. ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGIN [A CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABET" ANN OGLESBY HAUGH arc tile. owners of Tax Map Parcel 04600-00-00-018A0; CHARLES 11. HAUGH c& 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 04600-00-00-019BI; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019B4; 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 u subject of the rezoning application identified by Albemarle County (the "County") as `ZMA 2015-007" for a project known as "Brooldnll"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brooldrill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations 41 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 i • . r pp p y s 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. TranSDortation Irnorovernents. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and tun-1 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 1, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Cauital Imorovernents 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 U07 for the purposes ofaddressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the v b right under the R-1 Residential zoning purposes of this Proffer 3, the number of units allowed y r g g is two hundred sixt y-nine 269 single-family detached units. A "market rate" unit is an dwelling }� ( ) � y Y g unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Tlu•ce 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 tinder 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 r Thousand red - far each single family attached Market Rate Unit shall be Five ho anti Four Hound and Forty- seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such trader Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential t units constructed on the Property. For example, if one thousand (100 )) total units are constructed in the - �.. Project, one hundred filly (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4G The Owner or its successors in interest reserve the right t meet the affordable e housing objective through a variety of housing types, including but not limited to for sale units, rental units, r a accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time h mebuyct:s. The Owner shall provide the Count or its designee aperiod of one hundred twent y •a l (120) days to identify andprequalify an elibiblepurchascr For -Sale Affordable Haursing Units. 'I'lnc 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 �' T •r hundred twenty 12G day period, the Owner shall have the right ua ifieul purchaser during the one tune n tl ) , q p g Y( YP g sales price or income of the urchaser s . Carriage to sell the units) without any restriction on all p c p O 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 abuilding permit ("Permit") for the first (1") dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (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-farnity 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 constricted to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection arid turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50"') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) it 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 ri n er or its designee, or rr when the are substantially completed by: i} the Albemarle County Engineer, e} y 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 arid landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth 500th Permit for a dwelling other than a multi -family dwelling, Assisted Living, ( ) g( g g 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 tittle as the County determines to subunit 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 { T' - • b tile Count riot to approval of road Tans for and maintenance agreement that is acceptable to e y p pp p 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 subunit the Ashwood Page 2 of 11 B. Far -Rent Affordable HOUSinu Units (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the C:ournty 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 a Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the. terms ofparagraph 4B. In addition all contracts pertaining to a conveyance subJ p g Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements ofthis 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 t g '; •lrtll provide h Al _n rl County Housing Office a c of the rental or leas s{ p o de to be a e Cut y ors a 0 ce copy e agreement for each such unit rented that shows the rental rate for such unit and the term of g g 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 constricting 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 shallexercise the option to make, and th reby shall paythe Affordable Housing Cash Profer to the County , if the Affordable Housing requirement has not been proportionally inet 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 clue to Albemarle 'our at each of the four 4 payment periods as o u County OpY 1 noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market T Rate and Affordable _Iousm{r Units. b 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 Nfills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete-. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop, The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed arid constructed in coordination with and approval pp al by the County Director of Community r T r Development and Regional i ' 'in < p g oral Transit Authority (if 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, aregional transit authority, of other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars (S50,000} to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer I G, shall not exceed Five Hundred Thousand Dollars ($500,004). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property' during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sedurrctut 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 watts 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 MSl as of December I in, the preceding calendar year, the denominator of which shall be the MST as of December l in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual 3 adjutstment shall be $7,»3.18 x 2017 MSI/2016 MSl. Each annual adjustment shall be based on the amouunt of the proffered Cash Contribution due for the inunediately 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 Htundred 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 tinder Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars S24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage c Change shall be calculated each year using the Cash � Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWE\ ER, 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 continence 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 ElementarySchool Site and related improvements to be completed b Owner, ii the � P 1 Y ) High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood BOLIIQvard Connection, and vi) the Trail Network, (c11 ctiv 1Y referred to as the «fn_U- nd Contribution"). The In -Kind Contribution amount shall be $28,33E6E_.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 i T G� thm one year after written request b the County, but in no event earlier than one year after the date. of o Y q Y a 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 comrections constructed to the edgy of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 TH 0, �f SCOTT R. COLLINSZ Lic. No. 035791,E Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C; (the "Road Improvements")=above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. 1. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County -u 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. w � 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the 0 Ln � property: 0 z p V A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the Cormty'S w z design standards for a Class B- type I primitive nature trail, shall be established within the n' 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 gaged on site. wnditions 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 mug and the entire trail network shall be substantially completed prior to issuance of the five hundredth LrE (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 (lie five hundredth (500th) Pry' the Owner shall dedicate to the Count an easement for Permit for a dwelling within the Project, e Ovv e s a y 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 casements, rights of access for grading, utilities and LU maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear Q a notation that the Greenway area is dedicated for public use. If; at the time the County requests o � dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost; surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (tire "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. Project B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Pr � t L9 r d iDevelopment and Tenerall for Parks and Civic Spaces as described n the Code of 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. r� _ written Within one year after y r tie b the Count th V o y a a ey y, e 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 a, the a ma determine suitable - s County my y , of not less than fifty (50} acres abutting a publicly dedicated right of way, as shown out 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. LU T ` A National f Historic Register o Places Eli ibifity. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address an adverse impact g e s y d c p c to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), . r. . which is • b • the Virginia Department administered h g p rtment of Historic Resources (DER). Y ( ) 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 Stich 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 1 ' licensees or successors of the Woodlands Camp in the Greenway Area and identified in the Phase I Historic Resources Stud for the Project . � t. f.'. t_ t � in n This Proffer Statement may be executed a umber f` • n y y o counterparts, each of which shall be an original and all of which same together shall constitute but one and the g e s rme instrument. [Signature Pages to Follow] mi mr- in Page 8 of 11 jONAL �e ME M­ UJ 0 C 0 E C O Z z_ l�l Ld w w Ld z U z J J a U o L v a o L a > ul ® U C:) x N m a) L W �j ~ N LU L E war ' X o fl. rn JOB NO. Q, 182150 ul In SCALE ° v NIA C I ° U3 C SHEET NO. 1A a 0 s f 1 )) a n Y r PHA5E I INTERSECTION /J y INTERSECTION ii CONsrRUCT i) NEW VIESTBOUND LEFT- TURN LANE, ON POLO GROUNDS ROgD'1ftTFI 3751OF n-" r u \ �r V ti STORAGE. i .'� TEND EX WESTBOUNDRIGHT- TURN •.l N . E N POLO GROUNDS - 0 Q ROAD U 5 �a PHASE 11 INTERSECTION ^'a FROM 5e'OFSTORAGE TOaodOF ^�,�,r z IMPROVEMENTS STORA6F- "r . �ONVER'r RIO MILLS ROAD TOA RIGHT INIRIGHT-OUT OPERATION. , �q INT EiiSEi:rION z r / COPtSTRUCTASOU7HBOUND ROADWAY, PROVIDING (a) i LEFT -TURN AND(ij RIGHT -TURN ( ar LANE. n r I CONSTRUCT AN EASTBOUND LEFT -TURN _ �LAPiE ON PHASE III ROADWAYPOLO IMPROVEMENTS_ r GROUNDS ROAD WITH i5o FEET OF STORAGE 3 y INTERSECTION • 2 � - CONSTRUCTARiGH"r•INIRIGHT-OU ROADWAY ENTRANCETOROUTE zg CONSTRUCT ANORTHBOUND RIGH• PHASE 11ROADWAYFORQVEMENTS TURN LANEONU5sgWITHxoo'OF PHASE I INTERSECTION �, / STORAGE. IMPROVEMENTS" D 1 PHASE 11!NTER5ECTION IMPROVEMENTS PHASE I ROADWAY IMPROVEMENTS Iid1E!?SECTION4 -- / CONSTRUCT NORTHBOUND ROADWAY TO PROVIDE (i) LEFT t. "TURN LANE&(i)RIGHT-TURN LANE !S .., RESTRIPE PAINTED MEDIAN TO PHASE IV INTERSECTION 1, f ,, \� PROVIDE WESTBOUND LEFT -TURN IMPROVEMENTS 1 LANE ON ASHY/ODD BOULEVARD RrQyipRQAD,. V c ) \-` WITH lao'OFSTORAGE. RBS'riilPE cA5Tt30UNU ASHWOUQ BOULEVARD APPROACH TO PROVID ta)RIGHr-TURN LANE r POLO GRCUWS RQAD n "'t` PHASE IV INTERSECTION a wi P -.._ -ma `..�•.� h I.;�_) IMPROVEMENTS CONSTRUCTSOUTHBOUND wr `PHASE I INTERSECTION PHASE IV ROADWAY �~ \z ROADWAY TURN LANEIAND 1 RGHr TFu N ,�iygy PRQVEtAEf9T5 IMPROVEMENT5 LANE /'" Jjj/ NS. RUCTAN EASTBOUND LEFT - TURN LANE ON POLO GROUNDS ' �GURE A; BROOKHILL TRAFFF C PHASING PLAN ROADWAY WITH >,o OF STORAGE, _. P N t �.. r r y F�TRIAN fSfP`�?itjjRT�fF3tiKi4 PROPOSED PES .. .. _ CROSS-iVALK \�V �t i 1(- fir s - EXISTING TREE AREA i� _TRAILWAr CC) ErTION To PRO°OS56 VUOT RO{1T�x9\`�\ �,R. % I %'c CONCRETE"! EVddLi€�+ iMNROViENTS-SW M` 0�46, l- y, I.a � .. E PROPOSED STR�EET/TRfE)ttS%1 i *FARYACUNGCONNECiQRIOAriT37SErDico�e7E5 VCERl , BI FirF,fE carIsn L0 CCONNECTORrAY�yts_ f� I st .�, PROP SEUPi�IMFr1�I;:/ /) t a - PATHSAYCONNFi:T'47f�`�/ 1 � t N FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: BY: C:HARLES R. HAUGH VILIZABE"I'll ANN OGLKSBY TGH Date: OWNERS of Tax Map Parcel 04600-00-00-01800: By:- CHARLBS R. IIAUGH, TUSTEE r By. DOUGLAS B. OG�, j.,'C BY, TRUSTEE Date: S-' C} - / ! ' OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Ann !7. Haugh, Its President Date.- Page 9 of 10 NOTE: POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS SHOWN INT I H 5 EXHIBIT IS FOR ILLUSTRATIVE PURPOSESONLY, THI FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE APPROVED TRA FFIC 3MPA T C ANALYSISAND FINAL APPROVED ROA..r PROPOSED SALAMANDER CROSSING (3 TOTAL) FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT I OWNER of Tax Map Parcel 04600-00-00-018DO: HOR1 JE LAND CORPORATION, a Virginia corporation Ann Off. Haugh. Its President ) ' --- - Date: OWNER of Tax Map Parcel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, Its President Date: Page 10 of 1 I ORDINANCE NO, 39-A(9) ZMA 2 18-ODU113.t00�H1L1PROFFER Li AMENDMENT dlNIN1 0 AM I � AN >riliDlPlt4lYCI: >r: n THI: Pldt?I'i"F.ItS AI'P TO N It;OVI�D WITH Zli'IA 201S-t10007 FOR TAX PARCELS O4600-00-00-01SA0, 04600-00-00-01800, 0460-00-00-019A1, 04600-00-00-019A2, 04601)-00-00-019111, 04600-00-00-019133, AND 046110-00-00-0191I4 WHEREAS,the application to amend the coffers that were a - roved with ZMA 2015 0 pp rt 0 007 for Tax p _p Parcels 04600-00-00-018AO, 04600-00-00-Ul800, 04600-00-00-019A1, 04600-00 00-019A2, 04600-00-00-019H1, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Aanendment ("ZMA 2018-1 F ); and WHLI31;Ab ZMA 2018-11 ro proposes to amend Proffer Number. ,p p s 1D, 111, b, and 8 of the Proffers that were approved in conjunction with ZrvfA 2015-07 due to VDOT's planned constrLIIAiDn of tlic Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the devOo )er and to reduce tite acr eage *e of the high schLDl rir institutional 't Dual use site that the developer a- required to 1 €, 6 p 1 dedicate of fee sample to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board or Supervisors waived the Planning ComLnission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA, 2018-4 1, BE IT ORDAINED by the Board of Supervisors of the County of Albeanarle, Virginia, that upoaa consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended profters, the information presented at the public hearing, tile material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, die Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. *T 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Y Clerk, Board of County Sup r isors Ave Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y M?. McKee] Y - Ms. Palmer Y Mr. Randolph _ Y - OWNER of Tax Map Parcel 04600-00-00-019BI: BROOKI-IILL APARTAI NTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Niernber By: Ilaystack Corporation, Mau •iger By: --- -- _ Andrei - trilcGiuty, Its President Date: �� 3/�7 BROOKIIILL INVESTAIENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend t agemen Inc., N1:anager By. _ Alart R. •Tay or, is President Date: - -- - - ----- Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR. TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based an Albemarle County's 20,16 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018, and WHEREAS, the public comments received 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 Tra nsportation ortation for the Rio Mills to Berkmar Drive Connector, and BE IT FURTHER RESOL VED, that the h Board of Supervisors : p tsors 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, Clark, Board of Count pervisors Afire Nay Mr. Dill Y Mr, Callaway Y Ms. Maliek Y Ms. McKeel Y _ Ms. Palmer Y Mr. Randolph Y a n3s, rVH oip SCOTT R. COLLINSZ Lic. No. 035791 ,',t- 0 Lu ry d '-I a 04 TONAL ESA SHEET NO, 1B 'H0 3 SCOTT R. COLLINS2� Lac. No. 035791,E kl*-IOXAL ME, 6 SCALE N. 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' , �- (UNDE W BLOCK /// �� �, OC - �' [ iI SUB201 -0011 j 3 � �� / 0 -lT7 r SDP202800050 \ FINAL SITE PLAN \ \ APPROVED \ 22/17/2018 \ \ \ \\ '\ \ \ \ \ \ \ yv `` \ \ ,a \` \\ \\ \\\ \\ '\ ' \\ \\" \ \ `, ` \ I \ ROAD PLAN \\ (UNDER REVIE \ \\ SUB2017-0011 `\ \ \ \` \ \ \\ \\\ \\ ,\ O' �\\ '� •, \ \ \ \ \ C \ P� \ `\ \ 5 Uf'20190002b FINAL SITE PLAN CURRENTLY UNDER REVIEW / ty \ v V Aye ��: \\ \ \ \) \ t / .v /t, � ' //i h , 7 ___ . /[ __/ r 7-� 7 -y i- / , l 1 / \7 j , .' 11 -/ / [ 11_1 it r__7� r , i ,� ' Lwi _te e.a. ..........•.. - ,._�.. r:I i I 7 7 1 i / / � v ,/ -- _ i. 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L9 � � ®\ �\\/__ -_ -_ - I , 11 f I r I \ \v%, !I „ a � t �rr 1- j ._- -'tii.i*� �siloo\� \\ + i y - z ty r r ; I, w ,t v --� _ 1 V \ \ \ \ tl�� 1 1 1 I u '. � f! _ / r7 ONO� ' � � / �=-.. �\ ' � J i I : i f / \\ �' -1. - ygy� j 1 \ -�_� ems+= v A Imom,CI I I � v �� I,,-- # I -� ta taw� � { i 9 I I / _ - _- _ --- - �� '' �' 1 I� \ / \ 1 i�( �a_ I ,l BLOCKAREA SUMMARY I j y r W \ E�I Igr ,;` i _'r jr!- BLOCK i.g i BLOCK 6 1 I\ (� � g� /t /' , �� (� C % 1 �� Development v 11 f �( Greenspace/ Amenities (ac) 7 :�'] f v rl,� i . Ul II �f. I � I 11 fl �� Ai Area Roads, Proposed \ \IIl, f ff � �._� � f: I t � \'\ � ®y '� Proposed ( t� \ Ij\® it y �' \ � i J Block Land Use District Broal<hi19 Lots, Buildings, Development IIi ,S [�-�'+ V f - 1 I 1 _ , . \ * \ 1 / ,r COD (AC) Area (1C) Parking lots) Per Area (AC) \-_ 4 .Ty i11 l 3 \ �o� COD (AC) Civic / Civic / Open Open Total Total \ t,�j \�I T'" } -T rx 7 <__ ` gLr1� K \ _� '� \ o, �m Greenlra�' GreemrrY Buffers Buffers 1 $ 11 t Parks Parks Space Space Greenspace Greenspace S t- Y _; r I li?, ' \ o \ q d o ^ � Required uir•ed Proposed Require( Provided \ \ t `� PROf'O�EQ \ _ 1 I ci Required Proposed Regnired Provided Required Proposed v '\ 11 t� DEVELOPMENT ''( \ a \ 11 \yt'I ° �` 1 NeighborhoodSer-iueCenter 12 12 0 U 0 \„ j i yt � FINAL SITE PLAN ,i �? l ® v1 o_ �'. vv - I_Irban ansity - U 11 \ .`_ :,'+ C , �'ell�� `)#j. ' . ® y o �� _ t 3 Urban Uensih 5.$ 5.1 5.8 U 0 wi 1 ' /',+ ,lit "� 'y f �;, j €1 �_ ;i, It i \ Q ® 3A LlrUan Density 3.3 0 0 U t .`y a,jj ��1V t: \ 3B Urban DensiL' l.8 l-! , �., 'L- , \ �. "' \ Urhnn l)ensit 2= 2 r r ? c c , � :r P! 000 .,,�,_-- 6 a 1 7.)5 1) 14.0 0. 1.38 3.4 1.02 1.) (1.41 2.9 2.97 8.4 5.88 tt mj 1 r k, \ \';, r \ Urban Dousit 9.98 7.17 0.8Ci c 4A y 0 0 1.43 2.29 l y �\ r `,a! o a / 4B Urban Density 1 1.39 6.83 0.52 1.09 0. 11 1.54 3.07 1 t , \/ - ? / h i � Y., y I ; r ✓ a AC: Urban Densrty 6.J8 2. 31 1.46 0.85 tF unsity /' _ r;\ r l \a-r,* Ji .--( -- - o' Neighborhood I�ensit\ 7.2 ,U 7 ,U IU, 0.2 7.2 r} , it_, %_ 1 d ' \ fi � '`' � ' { - (�®� ® mom om ® 7 Nei hhorhnod Density 17.7 11.9 0 2.9 4.7 I.1 8.7 ..t... _ 7-_. 1 r.. e�__...- -- --- O a.. t-°l / r• ''� -= "'° S?,Q� Ci QU�b 8 Neighborhood UenSity 25.8 25.91 12.7 12,92 U 0 5.1 4.58 4 4.56 1 3.82 13.7 12.96 x ! -./ - J� S f� `y f� ,�/tBI, {� %_ -p, y/ (. T 'i is QA D � 0 • w 1'� ,� _ 0- � i%' -i �' /' /` j ' LEGEND: / 8 ! Ncrghhorhood Ucusity 5.55 5.52 (_1 (1.5d 1.80 1.64 3.99 8B Ncighborhood Dcnsit} 17.36 7A 0 4.04 2.76 2.18 8.99 9 Neighborhood Uer;ity 9.6 6.8 0 L8 0 2.8 4.6 10 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 11 Neighborhood Density 5.7 3.2 L2 8.2 1.3 0 10.7 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 r .. PROPOSED RESIDENTIAL DEVELOPMENT r1 1LIE (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) �F',1�PHIC SC. I600 13 NcighborlroadDcusity 1 t.7 9.7 0 1.4 1,1 (},9 3.[1 I-6 NeiUhbltirnolld a n-itv 5.=1 4.1 0 4.7 1.3 0 6 15 Ncighbonc� o d Densit v 16.9 13.6 0 4.1 2.1 1.2 7. t 200 Ir,O 200 400 PROPOSED RESIDENTIAL &COMMERCIAL DEVELOPMENT1111 16 Neighborhood Uens ty 9.7 8.4 0 1.8 1.3 0 3.1 (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS=�� I r� ' ' 1 17 Ateig116orboodDensity 15.8 11.8 0 3.3 3.8 C}.2 7.3 ARE UNDER REVIEW) ( IN FEET ) 1 � I I` 11 1 inch = 200 ft. ; 1� -" 1 t- 18 NorghborhoodDensity 34.4 27.3 M 4.4 3.8 2.6 11.5 19 Urooklim Fionse Parcel 3.2 3.2 0 0 0 0 U Total 223.9 1 li i /0.3 1 53.6 28.8 Iiii I111r4.7 NF� r L L L (, c c 4 I f r ft 11 t a C 7 C C c v c fr; 0 0 0 a , rf D 11 C 0 u 0 0 E -- 0 C_ ii -0 > w C 0 VI 0 `s a) In 0 n i >T 0 G ll 7 rll z o :5 o � c o i lu 9_`__ s a • J N Q iiii -0 E 0 D CO z Q7 w w z z w J O U 0 w o E v W km E Py w � M 0 U) _7j JOB NO. 182150 0 u) ui SCALE 0 7 1 1 +=200' 61 SHEET No. N n 7� SNNOO �AU5tMAKL--t,._ t sis AL-t(tpk �ONINW OWNER: FOREST,LAKES COMMUNIT V y I\ f TMP: o4&R,5-cio-oo-000To -00 7// I TY9 I�Z3W3 A,SsociAT�ON INC ACREAGE: 4-12AC 1, ZONING: PUID, X '0 448_ -,Yy If t G DB/P 7_ A fl y-y-ry*-ry-t1y -0 4" R4�39 If 17 L AL I L —/141 J 7 _7 v" FLOODPLAIN MAPS # 51003CO280D. s r za N, 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. f !YO qSkzu 'A - GENERAL NOTES: 1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA Is A 4 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL TAY L f HKlMr_D/-_Qr%11K1n 11"M T-rTr-C KAr-rWAKITrAl AKIrN r_1 r-r-rDT A[ CVCorr- ;z INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF TH C)w SCOTT R. COLLINSZ Lic. No. 035791,'z�:.. P, IONAL LL z u N ss k V-1 AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORL EX6TING SANITARY SEWER AND < . \ -1 \ \ \ \ \ \ .\ .1 1� 1 7- CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION Z, I INU :11 KMF 20'SAN ITARY SEWER EASEMENT 4, 1 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY N N I I:XI u X: j p, D SEWER, STORM SEWER, AND WATER -SERVICE PIPING; Ln co Lu 7, UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE 0 U) it fjjj� If _;k BLOCK 13 0 _V: A X� I - CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RIELATE- Kok, I I i TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES ss I z h tk, SERVING THE PROJECT SITE, 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING S, r s, Sl(l Is Zn, it "\\\,I\ its . I WATER LINES ON THE SITE. XISTING WETLANDS (TYP.) IS Z 0� Its\ Lu - ----- 71 41LI�, -t7 \046BS-00-00-601CO "A\ TY\\OF ALBLM'A_- i6NINd- P` C L �B/P G it70"UNDISTURBE BUFFER AREA . ..... . ..... TMP: 046clo-ocl-clo-oi0o OWNER: HORNE LAND CORPORATION 111 t PROPOSED ACREAGE: 46 .43 AC 4- GREENWAY, TYP. ZONING: RURAL o'LANDSCAPEIREFORESTED DBIPG: 624/3-91 � I BUFFER AREA S22* 54_�!.-�d 6 ROJECT BOUNDARY (TYP.) lit( BtLcl�K:Lb 84-4 p, 39 0 -9 j < �7 L 4.1b, - -- I -, 1-1 "" , ." 0 1 4V EXISTING SANITARY SEWER A r_IvIr_r41 t BLOCK 9 o'SANITARY SEWER EAS 01 ANAGED STEEP SLOPES BLOCK r7; ALBEMARLE COUNTY M .......... J� P S LIMITS OF SUNNY —ALBEMARLE COUNTY w7 v RESERVED STEEP SLOPE DAY DAM BREACI� `74 �­: 71 �0 -576,929' L=43.996',R-461-50 . .... .0 PROPOSE A=5 5 6`W L=38-08 A=4-09 i3o 44! 27.3fW 576.92 50.2731 --T t-- 7- GREENWAY TYP .4, N 19* 3 f -7 tr 2( 0 e2 7 'klB B OC 4 f SDP2oiBoOO14 INITIAL SITE PLAN APPROVED o5/25/20 8 BLOCK 2 Ln FINAL SITE PLAN SDP201800050 SUB203. 0 08:L ... . ...... t lax EXISTING LIMIT FTREELINE 0 BOUP4DARY (TY PROJECT P. EXISTI N G STREA - - - ------- fill If q_ ......... . LIMITS OF FEMA APPROVED s77� PLAIN*­ iclo YR FLOOD I Oki BLOCK 59*04'24-86"W 92-959' 7 itPROPOSED ROAD CURRENTLY UNDER REVIEW) 0 j SDP201700117 f c SCALE 0, �RAPHIC CIV 0 50 100 200 _.., -- -, 1 0 1 t __T t 1 inc 454 IN FEET h ? . 100 f t. 0 Lu r4 0 u cr) cy) cy) 0') C`4 C) cr) N N Ld _j _j (j) Lu 0 _j LL LLJ F__ Z) cf) Fm: cn F— uj C) C) N ui _j Lij cl� CL I 06 %ft C=) u 0 _j co .j _j 0 0 cy. LLJ �71 0 JOB NO. 18215 SCALE it I =1u SHEET NO 2 c c c c c 43: cf. a: c c C 5- c _c c c c c c c U .c: L: 0; c 01 c zi 0 j 0 0 u z 0 P­4 4D F- (n -0 0 Lu E _0 0 z [If Lu Ld Lu (n z _j U) 0 X A__ Q) E Aj Lj 0 70 0 .2 _c i111 0'y , SCOTT R. COLLINSZ' Uc. Na 035791,2�, �- 19 ��SSIONAL W fV mom- LU J O coC ) I L W a JOB NO. � 182150 o SCALE a 1 "=30' 0 c SHEET NO. 0 ct 6 VI s Ft r ' 1 V Ll�IJ I IIII %J 14 VI Vvr I LI\LIIYL PROPOSED FIRE HYDRANT - ASSEMBLY wj 8"x6" TEE .. ROPOSED �2' DI WATERLINE . — ROP05ED' BIKE LANE I r r. PROPOSED CG-a CURB (TYP.)—, a TIE-IN TO EXISTING,— STELLA LANE d t .d e. AiV s:. ry.�-...� ."...�,_. .:,.,.. ... ..0 , ,,. WALROPOSED 5'CONCRETE SIQESPEEQ LIMIT(TYP.) ua, t $ PROPOSED CG-6 CURB (TYP. It ,� � PROPOSED 4' BIKE LANE PROPOSED 6' PLANTING StRl (71- t TH 0 SOTT R. COLLNS ic. N w w z z w IIIIIIIII z In m _U �— 1�y Q 11��1 Q_ N L) Ln Lu U Z ® Ln J ww O L -�-' tw w � C C O -r Lu U ice C O U C O LU N vi ® N c 1 O T� U O -r N t Ny3 �, • i s� F A, � I ■ i i i _ • i J= t • L 'x�i'i � 4, r • a k� , TH 0 SCOTT R. COLLINSZ Lic. No. 035791,E w w z 0 z w IIII' Ico I I I I I I I IO Z ® J 0 N Q X v LU v a Z 0 J ~ O �w V) C D C O Q LU U 41 U III IIIII O LU V) N � O U O O y-+ O C i cy) 7 j N V ( ) C ? v d V v U1 i 1 UV) O � L Q- 4C4 p®p� Vj > O Q N µ- N wO U) 7 j ALLJ C D _tl s ® ram' a c o L CL 0 � 1 a L9 Fri v s Iel® C Q% V 7 t O Q LU O T U ul r� �! C O Z z O' W W Z_ Ca Z P� ii d W Z � F— J a LU p 1 CL P a 0 > D 0 U X V s L V L 0 J Q) v V LU 0 L LU E U V) ]OE NOp� . � 182150 p SALE N D v 1 "®3Q' a SHEET NO. a a 8 v s . ;, 1 �� U ,`. � _. -•-�.._____-�''�-----....-.-�_, ,; .,. � f r { ,✓,ram` ` �,' •� � .:� �� s � i t oNo.03571?91,1�- 1$ WsCOTT z El� L11 Lil z `w IIIiiIII1 IIIIIIIII' Z J Y) N vQ .�, x v w M 0 J a O rr � y Hm 3 C Q C O LU r, U i ce U O U C O C Q Cdl Cl LLJ N � � � O O N O C cC U N t U a i y � C) U O N Q v C Q ui fs O p L.L C Q q V d s s • ry 1 O C i O N � -C O 0 �+ U 7 O CL O LU O T Q Ul E QO C) Z LiJ z _Z C7 Z pp� U) Ld U) Z F— O J ui O L N O_ a Q O } cn CD 0 X N v s W U Q J Q C v ® Elf w U O JOB NO. `aa • ra�si • 111 r g SHEET NO. 1 a. op, } SCOTT R. COLLINSt;?,' Lac. No. 035791,E %l*I0IVAL �Z z 0 F wto M ® Ln ® V c� ui Abi 11 u Rm- SCALE 1 "=30' SHEET NO. 11 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED i i '- �q'CALCULATIONS TO BE STATE MAINTAINED: E��,�"`K 1 I R- ,s�yy I t \. \ �. �� f }, g �. ��� -- `TRIP GENERATION BASE® ON ITC TRIP GENERATIONP r �I ,J ,., y„ 4MANUAL $TIT EDITION 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. I I ,�, k -) 1711� PDtNr aF ( � : _�_ �5,�-�--",--,-,--.,,-,�'.5 TOWNHOUSE UNITS (CODE 230) 1 CONCRETE GG-6 CAL FINISHED GRADE CC-6 CONCRETE I its :!� I �' �-.::: ii.INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. SIDEWALK CURB &CONFER CURB &GUTTER Si®E�4,Atx R/w , 1 �$ � ' '_ n ` :-i SC(7TT R. Ct3LLINS 0 1 i t 1 ��'"c I s r x a gam? S.: M--i t ": t' i e = ' k �- T g s� jip R .:f U Lic. NO. 0357911�. L-- r 4..1, 1 �. t. 1�1' �, B gR ` '�;.� ADT: 494 VPD (247 ENTER/ 247 EXIT) iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. " . �- L-- , ' '�'' ' �' f1 ..:• :>>:• Ems° °°° dm o° ' aLANnxc °°° xAwnNc ! �° qa p cy f f �, iv- A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED srR1P I sTnrP I � � b ��� � � �'�¢ a p: g4 �,-,:AM PEAK: 37 VPH (6 ENTER/ 3:L EXIT) IN."- ���� BEFORE THE PAVEMENT STRUCTURE IS PLACED, 1, I t' i gn la �� 1�' ,�z�2Y`' °' ` LE' yRA rL 1O' �1 a :� �� B `ti PM PEAK: 44 VPH (29 ENTER/ 1S EXIT) CD (TRAVEL LANE) (TRAVEL LANE) + 3 3 , . ! s",. ( , v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN PRIOR TO §" r g ,�x .�` ` z T , ,, 1 �. w 24' FIG Lj D a �x -t �� 4 is PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A 2.5t I-2.5' H -- _ I , ! S ti a'� r <.' ";g� �' �v 1- . v Ld 49' PUBLIC ROAD R/W I S A a s- r yp t . \ aR n 3 gg t \ r,=` Z PAVING COURSE AS SOON AS POSSIBLE. I,' � ' , F °� 1� ; , .. � J T}K.PIC�4L SNTWL'�TT S TCTION - 4O' PUR6IC & PRIVATZ . OAD .R i � �� - sl w ���¢"° 1 ^ > �� -. .::, //J�J�-; a �` L. D AND DENSITY, C1 C i I!'--^►,,.,: -.L ; :a7 _, �- 47r \\ vi. CONSTRUCTION OF PAVEMENT, INCLUDINGEPTH A N ITV, UPON COMPLETION AS PART OF THE FINAL INSPECTION. /O�II �"O�%7; 1�LOR14 L14�Y�; 1'!LO�4 COTIT NOTE: PARKING TO BE e' t' y1, .� ; i e ( / , VT i a a. i a / s� � o t r^ , v P PROVIDED WITH BUMPOUTS ' i . 1::g '-, s z ;i% "' \ �` o 25 rLf H I�E�S'I�N ESPEElJ ° ,:• A. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF ,. ° �;� -.VIfl ; DF 'gs '='za y { ALONG ROADWAY. _ T 1 z ', a4 .r,,� ¢ , ._ g9 - �yti I '- h.; 9a :x V1 CONSTRUCTION TO SCHEDULE AN INSPECTION. f' % ' NOT 77� .SCs4E' I s �, % z ' A� ° �� I8 - 4 a'UezV ,Y y� , x� 232`,"� '+.. e -"" 1:-? ... ,.'i. r • .: = ':n. - . "� `�,F. 41, a: `��"':.C.%uic f..,,..,:.' - ssi ; "�r� a.,,yi�. s;. ",, gg }R :a,., •. ,t/: \ viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE r .' = 'A -= 5 .,,." -. _, :, _ � \ j \ Z DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. ~ ..,` x.LY' _. s 4�� , z ! 9i.�^�� t M Y .r �, �s�,A4 cid '..a; g Tom\ �` I - B° � ym �� J;... - �� 4 g' SxE GENERAL /�q/�` Jg-(�(�q'] T CONSTRUCTION �I q J]q��T (j//"1 //°�( NOTES }�Cqf FOR j��(\'q STREETS l -',: .y,` _...s sy :,._ B J 4 : x . ,`' ga '..� ` ��_- �- -� N 4��(d 4 d®Jl Yd>� V ®i •7tJ i 3 b4d 1✓ ��'t!� i • !Jd lAJ l 06� it �,I �3 Ld-! �l�d fk E §a „!,. £,f-J'�V'���s'' i ga sx _VA y_.�3- - -". y 9a �a. '� �s y$ t .,{ /.` ,..\ UI . T aa$,x'''3 411 - :a 3:,. z' t ^." �`` :.Ya �� ® QLl CG-6 I POINT OF CG-6 T ., •.. v , ( x, 44y N ¢ a CONCRETE C/L CONCRETE FINISHED GRADE 1JRB & GU ~-'.... :f .-... � _. €,,, g� .� `: � ;yl� . .� � °y' _ . ,�� x :. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE R/w CURB & GUTTER c GUTTER Rjw 11" ., L- y g� :I, :� ,� �. .w 1 - sa; �-, f k " ,.,�'a,•",-"- �i ':fig s� • ` "., '�"-• SIDEWALK SIDEWALK t-a..,,, �"s n :��';'- •..-�.-.�: ,�. .�"' ' tea-- r ..�r� •-.;'tom I ..:;. ` .'$a a,,.1?` *3"�x-;i . •,�' � t-+ � CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT 2�6-5832 48 HOURS IN ADVANCE OF 1 : t' ,-1' ; _ y.- g, ., r 0 • THE START OF CONSTRUCTION. � 1 t' 1L4 1 � 1� It � { _ � \ _ \ � 44 - -.. gR ; r �� .:... 4 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE l I �,,,s _ R ��y�; w � A1�IYTINC ! °°° do °° PLANTING � , 3F 3 f Z J O CBR TESTS PERFORMED ON THE SUBGRADE SOiL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO sTR1P I sTRrP pa■� � (1, t °� f � �c ® i - YK a Gib H THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER iS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN TION I. - SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 1. 12'1 1. I 1 O :- �,_------ �...-�` �' I ; qx �' ' , - `�` z 0) 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RiGHT-OF-WAY OR WITHIN 4 r 4 4.' (TRAVEL LANE) (TRAVEL LANE), ' 11' o EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO BIKE LANE BIKE LANE i " g 1 a 3s'r/c-�/c l , ,�--_�r,��� A BOUNDARY LINE OR A NATURAL WATERCOURSE. 2.5�{ {-2.s I - -- „ 61' PUBLIC ROAD R/W C 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS MLL BE I A 0 Aw o FIELD VERIFIED AT 774E TiME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT 7TypICAL ,gT'ITRA TT ,SSSO IOAT - �''' pl��jf�' '(��� Pavement Design U SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL NOTE: NO PARKING IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF (FOXFORTH LAAff) ALONG ROADWAY. RF= 1.0rn GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 26- ffpff IJE'SI61V SPAIEW Location ADT HCTV Design CBR SST' Dr Stu -face It a Base b a Sub -base 1T a Dp ° 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT (�Q7' 7'Q SC14ZZ) ADT o CG-9(A, B OR C), Archer Avenue 775 2 795 4 4 13.96 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6.5 0.6 14.03 a 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT a STANDARD PE-1. Foxtivorth Lane 775 12 795 4 4 13.96 SM-9.5 1.5 2.2E BM-25 3 2.25 21A 6.5 0.6 14.03 - Z COMPLIANCE WITH 77-IE MINIMUM PAVEMENT WID71-4, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE I CONCRETE CO-6 �I GG-6 CONCRETE KochCOLlrt 192 2 212 4 4 9.36 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 9.74 0 TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. R/w SIDEWALK CURB & GUTTER CURB & GUTTER SIDEWALK R/IY -a 8. ROAD PLAN APPROVAL FOR SUBDIWSIONS IS SUBJECT TO FINAL SUBDIWSiON PLAT VALIDATION. SHOULD THE FINAL t ».1. 1 4,.1, Flora Lane 192 2. 212 4 4 9.36 Slut-9.5 2 1.67 Bi 4-25 1 1.6 21 A 8 0.6 9.74 PLAT FOR THiS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE .. I1�'7 1�t' Flora Cozut 58 2 78 4 4 S.t3 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 9,74 NULL AND VOID.°°° ° I ° °° � °° :<_'. ® 0 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE WRGINIA MANUAL FOR UNIFORM TRAFFIC STMPc °°° ° PL4TRIP w rN CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING' ORDINANCE AND MANUAL. s7R1P I STRIP TOP OF 4' '-' In 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 774E DEVELOPER WHEN, iN 7 -1 [_- CURB THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE 1 6' 12' rL s' S' 1' 2- R SM-9.SA T' ' ¢ (TRAVEL LANE) (TRAVEL LANE) 4 B' SURFACE COURSE o AND CONVENIENT ACCESS (BIKE LANE) (BIKE LANE).:1"'.'' , 4':1' (5' MIN,) 1f. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED zs 2.5' w • �--- . :z A, , BM-25 z�"(TYP.) tea) 7T PUBLIC ROAD R/W 13 ...li ', ' •. . • ' r, INTERMEDIATE COURSEIIIIIIIIILIII IIIISEE PAVEMENT CHART « t. BY VDOT FOR PUBLIC ROADS A'a.'. ....,..; ., . ®: `._ 7 � CONS E 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL �'Y�IC�QL ,5"T''''�' AJ�'CTIOLY -%' 1�l��LIC RO NOTE: NO PARKING +.' " • a ,, a ... -`4 B sQMcuRSE, vDOTzF EACH kT ,A- PAVEMENTFOR DEPTH 3OOD psi MiN. CUT AND FILL 7RANSI77ONS AND GRADE SAG POINTS' AS SHOWN ON THE ROAD PROFILES ALONG ROADWAY, . r4 ` " • r:•Ir -1 o 1,3. A VIDEO CAMERA INSPECT70N iS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE (,4RCYHL'� AY-R11VUT) 4" / / �\, i ..: \ a TO VDOT OR COUNTY INSPECTIONS 774E VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE Wl7H VDOT'S 25P�I I1E'SICN SP�TI} MIN VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. r' s' 2' COMPACTED ' �11jQ7' TO S�'f1LEJ oT #57.f68. OR f78 SUBGRADE q1i4 21-A STONE BASE .STANDARD CG-6 STONE BASE UNDER CURB a: ROAD NOTES CHECKED BY VDOT PRIOR TO ASPHALT PAVING ® ROADS CONCRETE SIDEWALK p r' I 0) -� CURS% & GUTTER PAVING AND/OR BACKFILLING. 0.0 GRADING ¢�%;'x. No SCALE NO SCALE . I NO SCALE c r -, 1. 7HE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, 77IE ROAD & BRIDGE STANDARDS OF THE VIRGINIA ° C) DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS 0) w PROJECT. N 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, 1T SHALL BE REMOVED FROM 7HE ENTIRE ROAD RIGHT �. o \/ CG-12 NOTE' CDMPCNENTS OF CORD RAMPS CgNS!ST OF THE FOLLOWING,- CG-12 NOTE COMPONENTS OF CURp RAMPS ggN515T OF THE FOLLOWING,- CG-B -I- OF WAY MD7H AND REPLACED WHERE NECESSARY WI7N SUITABLE MATERIAL TO 7HE SA77SFACT70N OF THE ENGINTEDER.0 BEVELED UNITS ma�mnx HYDRAULIC CEMENT SIDEWk-K (DEPTH IN INCHES, AREA 'N SQUARE YARDS) HYDRAULIC CEMENT SIDEVIALK CDFPTA IN INCHES, AREA IN SQUARE YARDS) �g � J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES CURE :THEN REQUIRED (CG-2 OR GG-3 IN LINEAR FEET) CURB TABU REQUIRED G (CO-2 OR GC-.i IN LINEAR FEET) 4' d GENERAL NOTES DETECTABLE WARNING SURFACE ICREA IN SQUARE YARDS GENERAL NOTES: DETECTABLE WARMING SURFACE E (AREA IN SQUARE YARDS) Qa 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 THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD ICU AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD IN7ERSEC77ONS SHALL BE REMOVED. 1 R 3 �9 P��.-'ul�e�,:�Cx• BE SUMMARIZEO FOR EACH CURB CUT RAMP, BE SUMMARIZED FOR EACH CURB CUT RAMP. IyyOTEC�; O 2. ❑ETEGTABLE WARNING SHALL BE FROM THE WATERIALS APPROVED LIST FOR 2. ❑ETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE _ _ r TILE DETECTABLE WARNING SUFACES. PRVUUG VI NOT LISTED SHALL MEET SIDEWA K RAMP 12-1 MAX DETECTABLE WARNING SUFACES: PRODUCTS NOT LISTED SHALL MEET SIDEWALK- RAMP 12:1 MAX I � THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DE IECTAB! E 40-1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FUR CC-12 DETECIABLE 4@=1 MAX 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE- f - Z) SUBGRADE WARMING SURFACE AND SH L BE 5UBMIFIED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND CEL 10^---M-.� I-,- SPECIAL DESIGN SECTION FOR APPROVAL. 1 '-' SPECIAL DESIGN SECTION FOR APPROVAL. L 2- CONCRETE TO BE CLASS A3 IF CAST N PLACE, 3. SLOPING SIDES OF CURB RAJAP MAY BE POURED MONOLITHICALLY WITH RAMP t,'-- 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 1- 4000 PSI IF PRECAST. >1 DRAINAGE A/Al A i`� Ancho>:T+IDiea>mudm FLOOR 6R BY USING PERMISSIBL€ CONSTRUGTICtY .NOWT WITH REOIARED p?R5. FLOOR OR BY USING PER;MIA 51BL€ CQNSTRUCTIQN v01NT WITH REQUIRED BARS_ 4 g/RA jT(f`ilJ _ INFCIRC&'viENl'CONNP,CITON 3. COMBINATION CURB 6 GUTTER HAYING A RAI:IUS CD C 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FUR UVWEL BARS SO 6 4. IF RAMP FLOOR IS PRECAST HOLES MUST HE PROVIDED FOR UUWEL BARS SD 8 OF BOO FEET OR LESS (ALONG FACE OF CURB) a PI}C (NOT To scntl�) �" "'�""`°"''`� THAT ADJOINING FLARED SIDES CAN HE OAST N PLACE AFTER PLACEMENT OF t0�5 MAR THAT AD,:OININO FLARED SIDI S CAN BE CAST N PLACE AFTER PLACEMENT OF t0:1 MAX SHALL 13E PAD FOR AS RADIAL COMBINATICH >_ 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE /1 } PR€CAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. OURS !& GUTTER, / TYPE A TYPE A FOOT 5- REQUIRED OARS ARE TO � NO.5 X 8" PLACED 1'CENTER TU CENTER ALONG 5. REQUIRED OA2S ARE TO HE NO,5 X H" PLAGED 1'CENTER TO CENTER ALONG 4. FOR USE WITH STAEILIZED OPEN -GRADED DRNNAGE. FOOT. BOTH SIDES OF THE RAMP FLDCR,MU-DEPTH OF RAMP FLL`OR. MIfVMUM PERPENDICULAR NQIGULAR BOTH SIDES OF THE RAMP FLOOR, MIU-DEPTH OF RAMP FLOOR. MIMMIAU PERPENDICULAR LAYER, TFE BOTTOM OF ITE CURB l DOTTER a 2. STANDARD UNDERDRAiNS CD-1 OR CD-2 OR UD-4'S TO BE PROVIDED AS iND1CA 7FD ON THE PLANS, OR WHERE FIELD * p s i carvGRErE COVER 11le". CONCRETE COVER 1'fz SHALL SUBBASET� G AND PARALLEL TO OF V) ( Yt� I E. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT 70 CLRR RAMPS v 8. CURB !CURD AND GUTTER SLOPE TRAN5ITIONS ADUACENi TO CURD RAMPS CONDI1 ryry /y / •�- 1a5°{} ,v �' THE PAVEMENT. C 77ONS INDICATE ( J _ - _ _ _ _ t ARE INCLUDED IN PAYMENT FOR CURB f CLRB AND GUTTER. 1. 5'MIN ARE INCLUDED IN PAYMENT FOR CURB f CURB AND GUTTER. y / 5 MC 1 .I„ ti.�;A'_HHiNFoaCPblFHTL1q;Gtg - 1 7. CUiB RAMPS ARE TD BE LOCATED AS SHOWN ON THE PLANS OR A5 DIRECTED Z'� h2 7. CURB RAYF$ ARE TD BE LOCATED AS SHOWN ON THE PLANS OR AS UIRECTE❑ 52:1 N+'X 5. ALLOWABLE QYAY CLTAS IHE CATIOt•1OF CND J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER = !! BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER /2:1 MAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX �`-~-~ DESIGN SPEED AS SHOWN N SMATIOt A D W®�I �q A� �+ ..:, I AN ACCESS:HLE HOUIE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY CF A HIGHWAY FACILITY -�- 21 R THE ROAD DESIGN MANUAL N THE SECTION ® -;-r OF FIFTEEN (15) INCHES AND SHALL BE PLACED !N ACCORDANCE WITH THE VIRGINIA DEPAR T1YrENT OF TRAN.7POR TALON 3,__ L-'=PTO - - °ten - - CROS5E5 A CURD REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSF-S A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PROPOSED, ON GS URBM STANIDARWO a -�j�vx Pic;^ a Sd rD>wcl7uE(3-'renax veunx) I OR N�hEXISTENT. THEY MUST BF LOCATED WITHIN PEDESTRIAN CROSSWALKS n f OR NOKEXIST-NT. THEY MUST BE LOCATED WITHN PEDESTRIAN CROSSWALKS C SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. Y� F ;1/ V�47 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE I AS sHDViN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE ® I :,,,,�1r,.,aka ,,.f , ,1, 1 BE LOCATED HEAND VEHICLE STOP LINES, EXISTING LICHT POLES, FIRE PARALLEL BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE a , f 2 e l HYDRAMTS, DROP INLETS, ETC. ACCES TOLE ROUTES PROVIDE A CUN fINU0U5 HYDRANTS, DROP INLETS, ETC. ACCES lBLE ROUTES PROVIDE A CONTINUOUS PARALLEL 6 -`---'' `Yr'-i3' UNUBSfRUCfEU 51"AISLE FIRM AND SLIP RESISTANT PATH GONNEC:FINt. ALL „ :� UNOBSTRUCTED STABL'c FIRM AND SLIP RESISTANT PATH CONNECTING ALL a EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. a M �TeO ACCESSIBLE QIJENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERER ACCESSIBLE ELL`MENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED Y' � '�`+�Q°"a t AND USED DY PEDESTRIANS, AND USED BY PEDESTRIANS. r ® Q d' 1_nHP Ox -nvh�`C G @. RAMPS MAY BE PLACED ON RAJ' IAL VR TANGEN t1AL SECTIONS PRUV'DEU THAT 1� @. RAMPS MAY BE FLAC^ O ON RADIAL OR TANGENTIAL SECHUNS PROVIDED THAT 12:1 4111 . C �A �� � i_ a>so.oewY,-;�rf:s�'.rw rr�„ FHE CURB OFEWNC IS PLACED 4YNHIN THE LIMITS OF THE CROSSWALK AND ig,t MAX )tx• THE CURB OPENING IS PLACED WITHIN THE UYITS OF THE CROSSWALK A"O s ~~ p r'Y + p THAT THE SLOPE AT THE CONNECTION OF THE CURD OPENING IS ; \°� THAT THE SLOPE AT THE CONNECTION OF THE CURB CPEN'NG IS _ 12:1MAX- 4, o. - - - • C3 1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE' BASE } n"-R' x'. t W. PERPENDICULAR TO SIDEWALK CURB. B' Ml n� l PERPENDICULAR TO THE CURB. 5'6T.N J \ b p D A m + / S. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CAYtJOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. 14hEN THE ENTRANCE RFvII CANFIDT � n n nP. r Ljf � MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATE HEAVY TRUCK - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK A I A ' A • a A • . A a Anchein"Diamme TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL FNTRk\ICE (HEAVY 4-WIN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4-Ma4 • ° LU -j O- A7 , 2" HIGHER THAN AT Y , 2" HIGHER THAN APPROVAL 774E PROPOSED METHOD OF CORRECTION. X :1 EXCAYATTON OVIISL51LIN(3 TRUCK TRAFFIC) FOR CONCRETE DEPTH. � EDGE GF PAVEMENT TRUCK TRAFFIC) FOR CONCRETE CEPiH. "� EDGE OF PAVEMENT � . _ �® C 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE. AND COMPACTION BEFORE BASE IS PLACED. WR (SC��87-(-" o-�----�-- 10. WHEN CURB RAMPS ME USED IN CONJUNCTKN WITH A SHARED USE PATH, AT.''K.Y, ,SAME AS TOP OF CURB 10. WI -EN CURD RAFTS ME USED 14 CONJUNCTION WITH A SHARED USE PATH, ` AT.` X ,SAME AS TOP OF CURB o � a 4 ' „ ' a ,D - ggg® _�,/ THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. ® ®.- - - - 0], I IAA •i- 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 7HE MATERIAL MEETS REQUIRED GRADATION FOR It. WHEN ONLY ONE CURB RAMP IS FRONDED FOR 7WO CRD55INGS (OIAGCNAL), TYPE C H. WHEN CNLY ONE CURB RAMP I5 PROVIDED FOR TWO CROSSINGS {DIAGONAL), TYPE Ga A 4' z 4' LANDING AREA SHALL HE PROVIDED TO MAF€UVER A W1IEELCfIAR PARALLEL & PERPENDICULAR A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR THE BOTTOM OF THEY CURB AND U TYPE I, fl, OR /// PRIOR TO PLACING AGGREGATE BASE. INTO THE GROSSWA K WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x {' INTO THE CROSSWALK WITHOUT DOLING INTO THE TRAVELWAY. THIS {' x 4' &'J. 2'-O" GIFTTTR MAY BE CONSTRUCTED LANDING AREA MAY INCLUDE THE GUTTER PMI. - LANDING AREA MAY INCLUDE THE WT ER PNJ. - PARALLEL 70 THE SLOPE OF � W a TRUNCATED DOME n "IRUNGATED DOME ,� SUBBASE COURSES PROYRED A 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WiLL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE iS 12, kL C-ASES WHERE CUB RAMPS INTERSECT A RADIAL SECTION OF .5"-2.4" G-G ° 12. LL CASES WHERE C'JHB RAMPS INTERSECf A 1 THE SECCTA OF .6"-Z.4" G CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o CURB AT ENTRANCES OR �'TFiEET CONNECfIUK• THE DETECTABLE o MPM�fM DEPTH OF 7" E i BEGINNING AT THE COMPLETION OF THE /NSTALLA 77ON OF THE AGGREGA 7E BASE. 1N THE EVENT THAT THE SURFACE WWiiVNG "SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O U U 0 z WARNING SURFACE SHALL HAVE A FACTORY RADIUS UR BE FIELD THIS AREA MAY CONCRETE PS MAINTAINED. Y� -- -MODIFIED AS RECOMMENDED BY THE MANUFACTUP.ER TO MATCH M<, UIRED PS RECOMMENDED BY THE MANUFACTURER TO MATCH O O O U U O a AT THE OPTION OF THE CONTRACTOR C COURSE /S APPLIED PRiOR TO SQ DAYS, THE PUGMILL REQUIREMENT WILL APPLY, THE BACK OF CURB. $ O 0 0 O U G 0 0 0 U U e- -- THE BACK OF CURB. �- (} $ O O O G 10 a U O 0 0 U H - 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. U o a ) o o G G G G 0 U V } 0 0 0 G 4/ G G G 0 O (J Q -O .� 6 000Qaa0aooaaaaa �- 000aaDaaaoGocoa _ D S. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE: AND COMPACTION BEFORE SURFACE TREATMENT IS �4w, LANDING RPUP + Q LANDING RAMP + q (' dt. O D U O a R a a Q a V a V U U $. a. , aaaa�aooaDaaoaa N APPLIED, ,^� , II ;( 0 0 0 0 0 4 4 0 U 0 0 0 0 0 0 cM O O O U 0 4 R a 0 0 f] O U 0 0 I� Q - �.">;;:z'?: :F <::::::::::::::' ;. %; -:. - U 0 0 0 U a 0 0 0 0 0 0 (} 0 0 i. 0 0 0 0 0 4 t3 0 0 0 0 0 Q 0 0 Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRiOR TO PLACEMENT OF ASPHALT (PRIME COAT RC 250 ® 0.3 :_ r:_;::, . �1 _ 5Uz-65i OF BASE GIAM TER - �{{ SDz-65r OF ©ASE DIAMETER Q GAL./SQ. YD.). ?` �_� "7 TOP DIATdETER O O O U G 4 U O O O O O D U U J TOP DIAMETER U 9 0 U O U O O O a 0 0 U 0 0 ' a} , ABLE WARNING`\` d DETECTABLE WARPING o '` , 1 e.�f.ax+'' ATTBACK OF CLRe '� I 0.9"-1.4" Ai BACK OF CURB 0.9"-1.4" 8. B17UMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA77ON SEE NOTE 12. � BkSE DIAMETER I_ VMIADLE FULL WIDTH TS RAMP LOOK _I SEE NOTE 72. __ BA _ VMIAULE FULL 'N@LI OF RAMP FLOOR _' I,cm9' �'..r PAY LIMITS f"' PAY LIMIT -fl SPECIFICA770NS. n� ,' T ,,E'T. DETECTA'llBLE WARNING TRUNCATED DOPAE DETECTABLE YARNING TRUNCATED DOME 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'$ `� ' },j,' s F ` ' ur-� �- INSTALLED ON A RADIUS DETAIL DETECTA9LE WARNING INSTALLED ON A RADIUS DET#NL DETECT ALE WARNING a '`,-.�- DETAIL DETAIL LU %ft' G CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WiTHiN THE RIGHT OF WAY. ONLY THOSE STRUCTURES �v�T SPECIFICATION XV00-r- SPECIFICAHON SPEMATKN �V�T o SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA710N MAY BE LOCATED WITHIN A�ho=Dam�a® CC-12 DETECTABLE WARNING SURFACE REFERENCE CC-12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE yTI /e ® p�� (h p 7i TYPICAL BASE PREPARATION ROAD AND BRIDGE STANDARDS RDA- AND BRIDGE STANDARDS COMBINATION V CURB AND GUTTER ROAD AND IRIDM STANDARDS ®°'i E THE STREETS RIGHT OF WAY. Y/X AL "* "�""'"- - SHEET 1 OF 5 REVISION DATE (GENERAL NOTES} 105 SHEET 1 CF 5 REVISION DATE (GENERAL NOTES? U5 105 REVISION DATE SHEET 1 OF 1 ®{ Ulf 15 VIRGINIA DEPARTMENT OF TRANSPGRTAT10N 502 0711E 5C2 502 VIRGINA DEPARTMENT OF TRA�PORTATION 203.D5 203.6E VIRGINIA DEPARTMENT OF TRANSPORTATION Lnzo1.D3 a AT.PgMA / CG-9D W, IH OF «A CG-2 GR-2, 2A CG-11 1--7 z, ��®( (yip �f / CONSTRUCTION fl- 1 ENTRMIGE I Z RAL 1. PRIOR TO ANY CONSTRUCTION WiTHIN ANY EXISTING PUBLIC RIGHT -OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND S'IL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION _ _ _ _ Ld � 27�4" MIN - 283/q" MAXMAk RAIL HEIGHT LIMITS OF PEDESTRIAN ® _ _ _ � ® UNITS OF PEDESTRIAN NOTES: I � I A-1 zx STREET APPRF}ACH SALE SURFACING GENERAL NDT�� w AC ESS ROUTE ACG:SS ROUTE I w I Z NON -TRAVERSABLE 1. THIS ITEM MAY SE PRECAST OR CAST IN PLACE- (RAID 70 BE AS As MaW3,lE ROADWAY IEEE NOTE 6J UNPAVED SPACE c � UNPAVED SPACE SHOWN ON PLANS] .� fi ("i 1. WHEN G(3-1115 USED FOR STTtEET CANNECT7CRS THE �' 2. CONCRETE TO BE CLASS A3 F CAST N PENCE, 6'-3" 6'-3" 3'-i%' 3'-4/Z' ,T'-I fz" 3._M . - - - - - - - � - 1 CONNECTION MUST BE DESKNED IN ACCL@A,NC9 WITH I Z 4000 PSI IF PRECAST. !!! I (RADIUS TO BE AS AA%iFO POLICY AW Ti-E APPLICABLE REOUIREW-NTS LLI 4" OF THE YDOT ROAD DESIGN MARDAL, INCLUDING SIGHT WIDTH 4F 2" R RADIAL COMBINATION SHOWN ON FLANS) II�� DISTANCE ��AREAIENTS. (J) ENTRAh10E S. R FI F QF CURD) MILL DE PAD ©ORLP&g # / C.G O IANO NNOOTEE7} -r I I I I • d . - - - - �� 2. TWHENURN TIE ENTRANCE RA9i CANNOT ACCOMMODATE THE -- -' - # J 4. TFE DEPTH OF CUR9 NAY BE REOLP..ED AS MUCH ' ° ^ v SIDEWALK ( WITN�,I THE LIARS DING F REQUIREMENTS R WALK L1,DOF ANTICIPATED CURHEAVB R TRIKIt M AS 3" (15" CEPTHI OR INCREASED AS MUCH AS b.a - b.;, _ ' A : lx iald".',r .'n"lxr):. l�:"h'ST�' .v/,i'/:V' x P E E TRAFFIC TOE fIEPTM FLYt SIDEWALK 6 CUR9 l3ld�" RNA; - - - - - LIMIi5 OF FEDESTR 3" 12T' DEPTH) IN ORDER THAT THE BOTTOM IRA, Q, m (SE N07 21 I , i GPTIONFJ_ ING77EASFJD TO 7". BE CQ7 ACCESS ROUTE NOII-TRAVERSA13LE CCESS ROUTE QF CURB WLL COIN(WE PATH THE TOP OF A • ' _ _ I} I FLOW LIT£ 3. IYFIEN USED IN CONJUG7IDN WRIT STANDARD CG-3j LU `^- COURSE OF THE PAVEMENT SUBSTRUCTURE- b•; . b,0 . I I I I I I I I I I I I I I I I -a-�- ----� -®- OR CG-7, THE aar� PAGE ON THIS STANDARD N TO O OTHERWt5E THE DEPTH IS TO I£ IW' AS SHOWN. -+ . ! iW I BE 03-7,T H C MATCH THE THSSTAMOUNTABLE RD NO DI!?,AJ^TItIF1'FT LATHE PRICE ®] IS TD 9E MADE .;,A' •:6' I I I� I (� I I EXPANSION EXPANSIONCURB >1 PEDESTRIAN ACCESS ROUTE DETAILS WITH $e FOR ADECREASE OR AN NCEASE N DEPTH. � a 'D 'p J J J JOINT o' JOINT CIX�fGURATK)K WITHOUT UPAVED SPADE ,5 CG-2 IS TO BE USED ON ROPDiYAYS MEETING g IRA- -;A.. SURFACE NOTE' WIDTH "D" 2-O' OR AS `a MAINLINE ROADWAY 4. BEE SWFTH THIS CG-12 FOR CURD RAW DESIGN TO BE C, USED WRIT THIS G-12STANDARD,FOR THE APPENDIX AEOF TH FORT ROAD A9 SHOWN N b.; t D.pf b GR-2 GR-2A SHOWN GHI TYPICAL SECTWN_ A--j o- _ IS LMITS IN THEJlk A IO THE YDOT ROAD DESIGN MAN4DM., 9_ UFTIDNAL FLORLIN€ MAY REQUIRE WARNNG OF A d OFD'TIONAL PEUESTRIAN ACCESS YROUTEC1m REQUIRED EXTENDTHE 6EYOND EXISTING 1'-3.. IN THE SECTION ON CS URBAN STANDARDS. -IRA• . b- . (6'-3" POST SPACING) UT-1Va' POST SPAC,NG) PLAN VIEW PORTION OF GUTTER TO PRECLUDE PONDNC ❑F WATER, a - OR PROPOSED VDOT RIGHT -OF WAY. 15 I,.e E D.': A oMAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION • 2' ;A• -, :A'BASE Et`ITRANCE ROTSCD -, b'. , b•" . & MANUNE ROADIMAY SLOPE 6, PLAW ANTE TO INDICATE WHEN CONSTRUCTION OF A FLOW' In M PEDESTRIAN ACCESS ROUTES PROVIDE A CON7'.N000S �F - oA' rbo 10'PARABOLFC CURVE LINE IS REGUIRED TO PROVIDE POSITIVE ORANAQE ACROSS � UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT ?-' p, • d. C b,• - p... N THE ENTRNiCE. V A PATH CONNECTING ALL ACCESSIBLE -ELEMENTS OF A - ' EDGE OF SHOULDER CR a'F MAS;, D FACILITY THAT CAN HE APPROACHEO, ENTERED AND • a`, - O, .;.A. . ' a' OPTK44X FLOW LINE SLOPE C 'E M 7. MANLIi£ PAVEMENT SHALL BE CONSTRUCTED TO THE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY HALF PLAN USER DY P-DESTRIANS. �qj - D R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION 2" RADIUS SUBBASE NOTES: NANLINE ROADWAY - ' ` ` - - -- - ®_ REQUIRED FOR ANILINE PAVEMENT WHICH CAN BE a) CLEARING, GRADING OR OTHER CONSTRUCTION. * IF PEUESTRIAN ACCESS ROUTES � ARE BEING 4�' 8x MAX ' � OMITTED N THE ENTRANCE.) PROVIDED, A M NIMUM T TRAVERSABLE WIDTH IS o a ° fl GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE SLOPE CHUMGE ® a. RADIAL CLIFID OR COMONATION CURB AND GIJMR 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED REQUIRED WITH A MAX. 24 CROSS SLOPE. SECTION B-Q ONLY DANDIRECTED CAN ADJUSTED DURING CONSTRUCTION F AND + A' D" AS DIRECTED BY THE ENGINEER. �� D SHALL NOT Q(}i1STRUCTEQYCHA Tl•E.Rt1Y .ENE SEEDED AND MULCHED. - EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED IN GONJUNGPION WITH STANVAnO b .a "°° LL1 O ss , GG-3 OR CG-7. THE CURB FADE ON THIS 2'-Q° n A,' FOR DETAILS OF PG5T AND BLOCKOUTS SEE SHEET NO. 5D1.Q5. x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD vd. THE MAXIMUM ALLOWABLE SLOPE !S 2: 1 STANDATD IS TO BE ADJUSTED TO MA7GH uSING NESTED RAIL USING ADDITIONAL 20'MT(16NJM FOR 4. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES -U ° FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT AND RAIL ON BACK OF PUS 5'MIN. COMMERCIAL ENTRANCE D° ARE LISTED IN THE ALLOWABLE EN7RV,r9- GRADE I- Z uNPAVEO SIDEWALK SPACE PARABOLIC THE MPUNTADLE CURB CONFIGURATION. b.' 6. SURFACE TABLE. THESE VALUES ARE HOT APPLICABLE TO STREET ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 A1f� 501.02. C (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE SPACE CURVE n -'6 IRA s WHEN NESTED P T ADGITIG RAIL IS PLACED ON BACK OF POST CONIECTK}NS. N . e ® fri1GT GRADE Lt1AtJGE^ W7TN A PARA&'bJC CURVE. , - � a. � P .� • Dy D.�' D. RNLWELEMENTSEARE FURNISHED SHOP CURVED FOR RADII FOR CR-2A THE POST SPADING WILL BE B'-3". � E NORMAL GUTTER qq BETWEEN 5 FEET AND 150 FEET. LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. tg ,-`` i - -------®- - x •h ..ems ;A >A' RASE ALL GUARDRAIL PDsrs L s T PLUMB. T 5H SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES ® � v C. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE c' . U C & I b'L D-ea p• NOT BE SET WITH A VARIATION EOfEMOREUTH /a" PER 007 3-- -b, •11 C, N' *ci% TO 10% CHANGE ad• 'd 'd.' �KVM VER HGAL. 'N-BEAM.HLUUKUUT5.ANU POSTS SHALL BE Q.so 4 0 o s goobC ep`-"��� S"" 'm ET AND ALIGNED WTHOUT ALTERATION OR FCRCE,AS PER REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, I SECTION C-C ASE SECTlgH1 505 OF THE SPECIFIGATIQNS- OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO -7 15ZEAT2E�OA5L GLASS a3 IH.E.5.I GDNC_ ALL GR-2 AND GR 2A RAIL SHALL HE MAINTAINED AT A 2�.0���{ HEIGHT OF 27�a M!N - 2H�4" MAX AS MEASURED PER STABILIZE A DRAINAGE CHANNEL. 5'-D. 5'-0. & PONT OF GRADE CHA4GE r- I. ST%ARD GR INS 12% MAX. SLOPE "ALL W-SEAM RAILS SHALL PE LAPPED N THE DIRECTION OF 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE FOR CURB AND CUTTER ONLY fl:>.1-1VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. x X 12 X MAXIMUM INCREASE IN ELOPE AT MINIMUM 10' INTEFTV%S y,' , y- THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL DR USE VrRGiN1A MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. FOR SIDEWALK CURB AND CUTTER M x x. 3 X MAXIMUM DEGREASE IN SLOPE FOR FIRST 10'IHTERY LL AND �n OF AN ADQITIONAL RAIL Ohl THE BACK OF THE POST FOR BUILT CONCURRENTLY B g MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS CEPTABLE ALTERNATIVE STA1mARE) GR-2A SHALL HE APPROVED BY THE ENGINEER B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE SECTION A -A F CURB IS EXTRtAED PRIOR TO INSTALLATION. B' 1 m -- • -, . C NO. 182150 • CLASS A�3 NDTE� ALLOWABLE " - E , :M., " •- • - ♦ .:CONCRETE - ENTRANCE VOLLE(E GRADE CHANGE "D" DESIRABLE I WAXIWUM HIGH I MORE THAN 1500 VPD O x 3 x &1E" I 000-1wo VP® - 6 LOW LESS THA01 500 WD 5 6 x B x FLARE RATES DESIGN SPEED I INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RAZE 7D 9' 30_I 15:1 * 6U @' 26.1 14.1 a - - 21=1 i1-1 r 4D a' 18=1 8 it 30 4' 13:1 71 a REINFORCED CONCRETE PIPE -CLASS III. SECTION D-D #FORCEbfESEMI RiGIG 9 RER MAXMJMASYSTEMS. (n C 9. ALL EXCAVATION FOR UNDERGROUND PiPE iNSTALLA77ON I XvooT SPECIFICATION SPECIFrWION X ` vf--) 71T A COPY OF THE OR,GINAL SEALED AND SIGNED CRAWNG IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION IBC T HW h T CAT SHEET NO. MUST COMPLY WITH OSHA STANDARDS FOR THE STANDARD ENTRANCE GUTTER REFERENCE REFERENGE STANDARD DTI CURB STANDARD DLC�CKED-OUT W-BEAM GUARDRAIL REFERENCE REFERENCE IW6 4A TREATMENT- ROAD AND BRIDGE STANDARDS ROAD At'6 BPoDGE STANDARDS RDA] AND 9RIOGE STAN6AR05 CONNECTION FOR STREET INTERSECTIONS w SHEET i OF 1 REVISION DATE gp2 REVISION DATE SHE E7 i OF 1 SHEET 1 4F 2 REVISION DATE (STRONG PAST SYSTEMS 221 502 LVI® 1sg1 �1'ykJry!®,p VY'S ®p py �eN CONSTRUCTION INDUSTRY (29 CFR PART 1926). /6tGINA DEPARTMENT OF TRAMSPORTAT ON 221 PY D C RCIAL ENT 7 MY 8/07 �� (I) 203.03 Uf/15 VIRGINIA DEPARTMENT QF TRANSPORTATION 2D1.01 5U1.04 OD/14 VIRGINIA DEPARTMENT CF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATICC 2G3.04 rL- ACSA GENERAL WATER & SEWER CONDITIONS i. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE 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. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2oi4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GOOD FOUNDATICiN MATERIAL ROCKY FO JNDATIOT,l MATERIAL rl 24"wiIN 24",AIM INITIAL BACKFILL----� MIN MIN. -Kcal) MIN. ' 5" BEDDING #68 STONE STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 1/68 STONE. FOUNDAPON IN POOR SOIL_ UNDER -CT CONOITIOIU 4`tMI INITIAL SACKFILL -4 tll UNSTABLE a" 8 i" g" SOIL- Illli MIN P41PJ }Mb -f 8 STONE GRANULAR FILL AS - APPROVED BY ACSA `'\4 ti 1 rti - a s R,�" a �,o > >, ` \ `�TAE3LE( SOIL OR Ck- SIAELE SOIL OR RQCI<' NOTE c I 1 10 ROCKS < SHALL BE A_I _04JED WI -THIN 24' OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DInr1ENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6 LIFTS. 4. NO ORGANIC OR FROZEN }vIATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OU( IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION I?/ BEDDING NTS FIG. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT 3E LOCATED WITHIN THE RIGHT ❑F WAY. VARIES 51 WATER SEWER j AI o p L LOCATION OF OTHER UTILITIES - (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.? EASEMENT WIDTHS WATER ❑R SEWER ONLY - 20' MINIMUM WATER & SEWER 3a' MINIMUM x SEE PART 3, PARAGRAPH 3) SEPARATION ❑F WATER P. SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BF AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 PLACE 5' GALVA`112ED " 'AITNESS POST WITH CAPPED ENDS P,AIPITED BLUE IN REMOTE AREAS 0 AS DIRECTED_ MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE I I ADJUSTABLE VALVE BOX W1 LID u - L "vi ikl GATE VALVE 4'dATER LINE 4 1 ` I t 1 1 2500 P.S.I. CONCRETE d � 2'x 2' BEARING AREA. c THRL T BLOCK � a d a. n C Q NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE N TS FIG. 'W'-5 TD-9 15 1/2" ].Lb51. 1574 CAST IROEI CLEANOUT FRAME AND LID io 1/41: INSTALLED FLUSH WITH FINISHED SURFACE I CONCRETE COLLAR POURED / SEE PAVEMENT AROUND CLEANOUTCOVER � /� E�STING GRADE REPLACEMENT\ (5500 PSI) REQUIREMENTS I z PVC FEf"tALE CLEANOUT ADAPTER F � - WITH INVERTED NUT SCREW CAP OR', \ f ` / FLAT SLOTTED SCREW CAP u - •'s,% ,.,f . � ti: 'y.71,7111 ,fyvJ . i y,% `.1',:,,,..,�.'�4r�.t � P (OR-N-SEAL No. 5406-10 AWS'" �- "WITH 10 1/4" RAPID -PVC PIPE SEE BACKFILL AND-, BEDDIPIG l �-_ -45' BEND REQUIREMENTS 1\� PVC PIPE -SEWER LATERAL 45' \ 21 L 1 \rriS,xII f -- mux 45 PLUG 1 4 FOR ALL BENDS FOR TEE OR WYE FITTINGS VrIDFN TRENCH TO ACCOtAMODATE J ANCHOR IF REQUIRED. rn in ` 13EDDIt, iG AS - X45' MIN I SECTION 2 2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. E=PID L H T L H T 90 2.50 2.50 3.01 1.21 4" x� 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.00 2.52 0.15 CHO 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2,50 0.10 90 3.66 3.16 3.2i 0.48 8 45 2.68 2.65 2.77 4.2Cr 22 1/2 i.66 2.15 2.69 0.13 5.16 2.91 2,66 0-32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12 45 3.33 3.58 2.95 0.43 3,83 4.UQ 2.83 0.52 22 1/2. 2.33 2.58 2.86 0.24 11 /4 1.83 2.3 9 2.34 Q.16 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 CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &_ SIZE OF AL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W- i rD-3 ESSIUN n 3/3" h1ALE PIPE 1011PLING ?PROVED EQUAL 1 -Of-r COFFUE FOP- U>E ON ATTACHEU SII:GI r FAMILY \ fiSICFN TIAL SER.9CE5 OR DUAL RESIDENTIAL AtiO IR?IGAPON SEiiV1OE5 O ~l P40 SWEATED nTnNQS DUAL SERVICEIL t" COMPRESSLICN x 3/4' MALE PIPE COUPLING OR APPROI.ED EOUAL i" TYPE `K` J---\\ $9F7 (,0PPER U al DETACHED E FAMILY E.OENTIAL SERVICE ViriERE RE A AN IRRICATICt! RS `-� MEr.� Is ROT PROVIDED. SINGLE SERVICE f4t) 1, 1) SADDLES SHAHL BE USE) ON PVC PIPE. T / 8 FEND Olt :E ERSETIEi RGl,C]­ TYPICAL SEIRVICE LATERAL INSTALLATION (5/8„ & 1" METERS) F- Ld IZ N TS FIG. W-6A TD-10 12" a j ,fig � ''• �.- . I 11 f � ! 3C�C}D PSI CONC. BASE BENCH SLOPED TO FLUVi CHANNEL 1/4" 1' MIN BRANCH 2„ FLEXIBLE CONNF(MON NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EX15TIi G MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT „ INSTALLFID TYPICAL MANHOLE PI AN 'SHOWING BRANCH TIE IN NTS FIG. S-1-3 TD-27 Tap View d 6" MINIiw1UM 4' MINIMUM d � d C 4" MINIMUM NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum CartiiiwtiDn GomPaciian re+Juired 'I 4 Gplvenined .Steel Bearn, W12 x 14 (min. size) � a 1 3' min. penetration into undisturbed 45' r U soil ,car 1s approve.! by the � f A.SA. \ � �\ =TAM= M- 11 l l l l l III -III I I 1721 `l1, e. TYPICAL THRUST BLOCK IN FIT AREA NTS FIG. W-36 TD-5 i.A NOTE,MIN CO' U1AI^IETER MANHOLE RE1Q If; ED, 0 \1 1�FtP u;zu-, xer:uuL� rvL Lxu ,F APPROVEL FLEXIBLE AULBEN i%1 I,UUT T' =;IC ETEE ti o - PIPE -PA E6 EaEq'. o . vERTDC-LLY '30' RESTRAINED DEND \ ' I �,•a - I1'SE'NEit ItJFLUEU7 FI PE r?4 ``• - MAIr1 a 4 tl _ >EWEH 'IPE z 1 ca r �' ' ` ��r PLAN -_ -.--4 M PROFILE t-SI'J. v' BEII TINT, UITH NO. �,, ] Lh', 1. HEIG'HT. 4FTHE VERTICAL DROPPIPE VA'[II BE DETERMINED BY THE ACES;, BUTSHALL NOT BE LE STHA.N TWO (2) FEET. 2. VERTICAL DROP PIPE SHAH EE ',DR 26 PVC, SIZED EHE `I.AMF ASTHE INE-UNIMIG ;RIPE AND COPIAECTE D TO Tr1E DfILJUFITC(ttG L}i3Tri _T,AN4s,N �G _AI_A(ETJOINT- 3- VERTICAL DROP PIPE 5HALL BE SF:HAPPEU TOTHE PdIANHOIEAT PIPE IOit4T:S 51RAP.5 SHALL BE NIADE OF STAINLES , STEEL. 4_-SHAPE INVERTAS NEEDED TO PROVIDE SPAOCITH TRANSITICIN FROPA DROP CONNECTION DISCHARGE POINT TO SPRING LINE OFZAANHIDLE INVERT- 5- DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTEDAT 45 DEGREES, INTO THE FLOW. 6_ VERTICAL DROP PIPE SHALLBE INSTAL LED AT 90 DEGREES PROFA THE A= STEPS 7.fV11N149UM72"DLAMET.R&iAF1iC1LEtfr?JIliEC1FORASIhJGIEI4°'GR D T91ntiETERURJPr0'NP-0ECHUPI, 4R ILVU 8" LHAIVIETER DR UP CONNECTEONS. 5TA,NDARD INTERNAL [)POP CONN17}CTION FI . �E f� 0. E "1 Vi w1N r 5K S Fp �= F EJ1va �_� E vl a N ':.' � ca � �,-�I f•-� •�� °'• w \ n Yt jE L v iii a � Tir F- JO 0 4J } v E E _] \ of a P E E 'In, EC TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 FINISHED GRADE Il�1T 1 1T - 1 LT: Tl T ' ITI- FT Ti E 1TI 7 FT,=TL ILL TRENCH REDUCER o ? ,1- --- 4 mm - - ?500 P.S.I. CONCRETE THRUST BLOCK -------- �� _:._ UNDISTUR2ED SOIL g $ 18" MN. ii- PROFILE VIr W UNDISTURBED SOIL - EDGE - 24„ „IN OF TRENCH 4 --- - ----- --- - -=- --4-- REDUCER C" pJfIN. ��-- - - 2100 P.S.I, CONCRETE THRUST BLOCK UNDISTURBED SOIL - EDGE 4 4 OF TRENCH ° 124' &AN. s NOTES: PLAN VIEW . NOT TO SCALE t NO CONCRETE SHALL N ANY PART F THE , BE POURED 0 O E MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, J R A:APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INFO UNOISTURr3LD SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS, N TS FIG. W-3D TD-7 J COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LIDFOR 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 NU INVERT ELEVATION FOR THE SERVICE LATERAL IS IINDICATEDTHE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL 8E AT LEAST 0.2` HIGHER THAN THE OP (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% A- ( 1/4" PER FOOT) L 4. ALL SEVER LATERAL''., 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 r PLUG FIND OF MAIN LINE SERVICE LATERAL SECTION 4.5'0'0" IN LINE 'NYE-TEE PLAN VARIES SFuVER SERVICE LATERAL CONNECTION N.T. S. FIG. S-2 NOTE: HYDRANT ?MUST BE EQUIPPED WITH CHARLQTTES- VILLE THREADS WHICH IS /� THE LOCAL STANDARD. ( %i LENGTH OF BRANCH VARIES G' MIN 2' TO 1 D' (270 } 18'-22" 7 CU, Fr. VALVE BOX �68 STONE 42"MIN E'' 6" GATE ��. VAI VE i TEE I 2500 P.S.I. OUNCRETE BASE AND THRUST �.J •',' ;! ,,.d. _s BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE i, 7 RESTRAINED JOINT FITTINGS 'OA-IEN THE SOIL IS DISTURBED OR WHEN A HYDRANT 15 LOCATED IN A FILL, IP! ADDITION TO POURINC> CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOT 1. SURROUND WEEP HOLES 'WTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. CDVER 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 ,HQIJLDER 4R BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL 9E INSTALLED AT LOGATIQNS 'NHERE WEEP GROUNDWATER HOLES pftE ABOVE THE PREVAILING, . ELEVATION. IF REQUIRED TO BE IN NiET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE F'UMPF_D DRY. TYPICAL FIRE HYDRANT ASSEI�,IBLY DETAIL LI.T.S, FIG. W-4 TD-FS NISHED GRADE -111III ... III ... 111-"'-III-III-111-III- AIR RELEA.sF VALVE-� \`` y BRASS OR BRONZE PIPE �\ gALOVE E GATE �.- DRAIN FO CRADE11 li F POSSIBLE f� � - �r BRICK SUPPORTS OR SOLID CEMENT BLOCKS ✓UL _ `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 HE USED. ' 2) FOR NAT_ER_IPd_., H �. SMALLER THAN 12" USE A i" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGFR USE 2" A.R.V, AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FR04, 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 `HALL } WOGS CONTAIN ROCKWIATERIAL 36h91N LARGER THAN 5" IN ANY DIMENSION 24 MI IiNTIAL BACKFILL` EMBED �3"PAIN (6" UFTS' * THOROUGHLY COMPACTED SPRING LINE 4, BY HAND OR APPROVED OF PIPE (` � OF TAMPER FIAUNCHIN% NO. 68 STONE _ BEDDING 6" max 4" min ` FOUNDATION (SHALL ;BE _ REQUIRED WHEN SOIL ' CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -`WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED. AND ALL STONES REMOVED OR A 4" BEDDING OF NO, Fib STONE SHALL BE PROVIDED' 1 WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL_ SEWER PIPE INS T AL -I ATION IN TENCH NTS FIG, S-3 TD-33 TD-.34 TH 0 SCOTT R. COLLINS� Lie. No. 035791 ,� w Z_ CD Z Ld Z V) p J N Q a v L0 co r LL! 0 u) :3 Amok C) Q 7­1 V) O7 c W a -1411111 ft- V) U 10 N Idol U :3 LE U Ll1L�1 I' i CD Q W N 7 CV 1-B O U a a E O c L, Q ■ l u U C L N U o CO Cf lu O CL a C T c 0 o � I � Lj a a � s c 0 o a a� � 3 00 a Q L 1 Q)) I Q) w ® O a E Uc 0 Z Lu Lu Lil LLI AVI CD V)LLj W cf) Z CJ =i ui L m Q a CD a y y i 1821.50 SCALE o NIA0 In C a IDA 1 (Post- Dev.) 1 88 2.05 0.23 2.19 9.01 fa-�), I UU s SCOTT R. COLLINSZ WATER QUALITY SUMMARY Subarea 2 0 �" THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET , Roads& Sidewalks 63,000 sf , T-) Lic. No. 035791,'z�,- THROUGH THREE BEST MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE AA1ATFPc,WPnr,"r%i1ftA ll2yr:np4q"rtArzP i 16 - I . ; I , I., I - I 11'' I , /� / ­ .vl � . 2 t I I ., . .1 1� / -,,,I . . "" Total Phosphorous Removal Required for Blocks 9-11 13.92 1 bs/yr � :� 1; t � ; ; . ,­ .. I., \1\ %-, ��,, \ � \ . ui ings a os ec s s � , � ; I � � I ,\, \ I -,,,\ -,.,------ ,,,, Pre -Development Impervious Area Summary 6 I � "I ��\ \ I ,� 1\ "I PROTECTING THESE AREAS FROM DISTURBANCES. THE SECOND BMP IS A Area, � ! I 1\,�� , \ . 11, "­"' -THE IMPLEMENTATION OF THESE CN of: 5.8� - � : , 1 . -r- I 11 � 1, "I 1, \ , - LEVEL II WET POND, TREATING SUBAREA 3. AFTER - //; / 'i i � PROVIDED 1-year Flow, 2-year Flow, 10-year Flow, v ;� Phosphorous Removal Achieved from the Level 11 Wet Pond BMP I I bs/yr ., � 1. ,. : � ,�,q I i ...... �, )'' I \ � 1� � 'I, ,", - -, ."', Subarea I ac. Driveways 19,800 sf IONAL LL � , 1, y I , cfs ., , - \ %, BMPs, THE DEVELOPER WILL PURCHASE NUTRIENT CREDITS FOR THE REMAINING cfs cfs ''I . , I \., ,\ I � — 122,130 sf \ Ld ' , I " I I � " , � , S 19,275 sf , . Z .� � \1 '\, " , , F - PHOSPHOROUS BALANCE. A MINIMUM PHOSPHOROUS REMOVAL RATE PURCHASE OF DA 2 (Pre-Dev. 57 5,27 0.80 2.25 8.90 Phosphorous Removal Achieved from the BMP of the SWM Forest & Open Space Easements 3.87 1 bs/yr 43) , � � � I I i _; , - ,,\. , ,�, ETisting Impervious Area I I , , I ; I � J � I , 1, 11 ,I \ � I N ) 1 4.18 lbs/yr , ) , I - I \ 0 Remaining Phosphorous Removal Required to be Purchased I , I , I I \\ ,,, I � I I 1 4.18 lbs/yr IS REQUIRED. I Subarea 3 F Z , .�... 7 11 I ) , i " I � I � , , \ IDA 2 (Post- Dev.) 80 5.59 10.14 14.48 27.80 �111 I , /I / / , -, /,/ � ( 11 .... � I � I I I 11 11 , . /' "� i:,1 � - ,,-- k -,,�\ Roads & Sidewalks 61,800 sf � Li .:� I � -,, � 11 � " * , I i ,� \1 --, \ \ � I N V) I , ­�� " , , SWIM FOREST& OPEN SPACE EASEMENT NOTES: � ,� �', I " ,.,. " , /� , /.­ � � t ; il i � '1,11�-­ � \ " I I 11 . - i, � � , 11, ­�' " -', . 1, �1\ 1, b" I � /,?�. � � r � , I I ,."/ , � ,',\ - WATER QUANTITY SUMMARY Buildings & Patios/Decks 39,900 sf , i� 11 " , - ,� \ THE PROPOSED DEVELOPMENT HAS THREE CONCENTRATED OUTFALLS. ALL THREE OF , 2. NUTRIENT CREDITS WILL BE REQUIRED TO BE PURCHASED FOR THIS DEVELOPMENT PRIOR / I " . � r ,( , "­ \ /,. -, � I I �� . - 'I I � . "'r, . " � � ! ; � % I 'j- � � � -, ­)��, ,\ -`, . ,---,' , , � - -1 TO THE ISSUANCE OFA LAND DISTURBANCE PERMIT.'SWM'IS AN ACRONYM FOR / / '.1il, i I I .. I ,� % i ,--. T­ , \1 � , , � WATERSHED SUMMARY FOR SUBAREA 3 ", " , I , \ � I ? -.I, I", , , - Z, - �� I , \., � � , I , , " (� � I � ! ! �.. � c , ! -�--- ---'\� �, , � \ , - I THESE OUTFALLS MEET MINIMUM CHANNEL AND FLOOD PROTECTION REQUIREMENTS Driveways 18,450 sf - 0 STORMWATER MANAGEMENT. / e� � 1 1 � f . , I r '. - � \ , -� I,- - -�'. ---- - I "I I J I A I , , " / / / 1, 0 . � % I \ / SET FORTH IN 9 VAC 25-870-66. SUBAREA 1 RECEIVES ATTENUATION VIA AN � , - - ' // - / j., , , P � (' 11 .11 1 I . � , \ "', �, \ � . I \ .,\ - � ,---' I �-, ,/ . Area, 1-year Flow, 2-year Flow, 10-year Flow, 150 s I � 2. THESVVM FORE�STANDOPEN SPACE EASEMENTIS SUBJECTTOTHE GUIDANCE SETFORTH - �,- 1 �, � � i � � � , 7 " . / - ',\ ',,,-I - � , / / 120, - ' " 1/1J, � ') � i I , i It I 'I ) �, � I . I , - I , I , � 1, I , I I I N - 11 � 1, ,.-, UNDERGROUND DETENTION SYSTEM. SUBAREA 2 ADEQUATELY CONVEYS ITS RUNOFF CN 0 BY DEQ IN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN , . I I - " , � \ / / � / / I , I I I � � / , I ., '\ V \ /� / THROUGH MANMADE PIPES AND A RIPRAP LINED CHANNEL AND OUTLET PROTECTION ac. cfs cfs cfs - � I I � i i I I I � 1, � � , � ; , , N�- " " .\, , C: ' I . v - � I. ; I , I I I ,,� - , - - " , " ') , I , '\\ I - \ ,--,-' - - I \ � '-� - �--�­ ALT DA 3 (Pre-Dev.) 57 3.99 0.58 1.66 6.62 Buildings & Patios/Decks � 17,670 sf V � - , � , �,,11,i �, / ,I I ) i � ` - � ,/Ie � " J- . I Uncaptured Overland Runoff UNDISTURBED IN A NATURAL, VEGETATED STATE EXCEPT FOR ACTIVITIES AS APPROVED BY , , 1, " , , , �. � I . I , , , I ... � \ , � / / TO A MAPPED FLOODPLAIN WHERE THE SITE's SUBAREA IS LESS THAN OR EQ 0 1i ! � 1 ,, k ;i i I I \ - I - I I , " , I , V) - lw I � / , I I r/, 11 �,�� �--" I - 1�1-� ,,- 1% OF THE RECEIVING CHANNEL's TOTAL WATERSHED, AND SUBAREA 3 RECEUIVES r- SPECIES, REPLANTING AND REVEGETATING, PASSIVE RECREATION (e.g. TRAILS), AND !" I \ - I � / I I . I ,:�,�!L\\ \ I ":�,,� I / --- "', . 0 1, i 11 � ", . THE LOCAL PROGRAM AUTHORITY� SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE - 1, / t, I . ,:' "4 'I ") �i � I I � 1 1 / " \ \ � / / -­", / / ATTENUATION VIA A LEVEL II WET POND. PLEASE SEE THE SUMMARIES ON THIS DA 3 (Post- Dev.) 74 7.55 0.12 0.60 4.16 Recreational Amenities 7,150 sf r � �� � , I � \ � ­1 , , , - " , , , � � vi /I �, I � I �, i � 1. � � � A., I 1. I, 11 �, I � '/� , ," � � " , \,� " -X,\ \ \ . , \ ,---,' \ I -- I U / ,-7 � � / LIMITED BUSH HOGGING TO MAINTAIN DESIRED VEGETATIVE COMMUNITY (BUT NO MORE I i ,,, 1, . � . , , I , '� I , �' I /�- - - ,,.,,-- , , I I .1 � \ \ - /1S , / , � , � , � " .1 -11 � i t 11 ,, I ", � SHEET, AND THE ATTACHED CALCULATIONS PACKET, FOR ADDITIONAL DETAILS. �V �./ � _,;v, � 1 . � I , ; I / , / - �//, I I I 11 � 1. I ''., I " - , ,� , - - , I- k, 1--­1 I . � �/ " 1,;r � \ , k I t I I .1 , � i, \\ I 1, " ,.,�, . r- , I � % I ­'� � " 0) I - , , � 'y , k 11 .:, �, \ 24,820 sf , r I I / � , I / I , , \ , , , - , / f , � i "' "" I i � , � , � I I I // 'r /1", " ,,, " ( ", , \ \ , ��, , %" -V IF / , \ \ \ 1� THAN FOUR TIMES A YEAR). I , � � IZ� I \,, , 11 1� \,� ; � ; I t / , I , 1 " \� < - - / . I , lr�!, , i � I i . � , ,`� Ild, - I'll 7 , ,, i� ! , , � t � , �`N I - \ � -- I / / I I � �\, , - , I I 1 ,� , - �/'J , , ; ,,\ �,' C \ - I - - - 3. THE PROPOSED ESC LIMITS OF DISTURBANCE BOUNDARY (18.85 ac.) + THE PROPOSED ,- I , I �t I I , , , 1� : I " � � � ,� I --� - - - \ \ - - , , 1. . I � � . � '�, � I . � \ \ , - ) , , ', ,\ , , I �­\ I/ � . I , 13. � 1 , , - If � � 1. � , , � . I I� ; I ) / I \ , � ',-,, I , //� I I/ .1 � i s I , I , ,� 11 I , � � ; , I I - , � - , ),/ (I 11-1 � 1 /,� -i ; I � ,.� I . .. � NI, -, \', ': , . "N - , , 'E I I I I I � � , , I f � i , ,. I , , , , � ; , i I / , . .1 Z, " -, I ,\ ,,, \ 1, I \- , \ - I (I /1,11 / / � I . - I / � , , 11 I . . I � , . . . � I I Z "/1�11�/ I I ) Z \ �, � I \ " THE VRRM WATER QUALITY BOUNDARY (30.19 ac.). 1, / ,�' � I I— ,­ ,­ � / ii - I" 1, / " - i;', , .. -jl; I �­ I \ I-,-- ` �, - I ` " , ) , -,\ �, I , I 1, / / \ \ ?: , , � I � I I � % I 1-� I I I , 0 - ; I , b , , � - \ �. �,,�, -, \ C11 I i , ,, , ) , ­1 . 1',/ � I , ", , , "" , , ',', �, ,�, - ­-, 11 t P I " ­� "­, ,l I I - ,,- � / '' , " �', I , '\ , , - , iik V) . iii i '' 1. i i 1� - " , f, .. , , 4 ----�� �, ,�Z - , � f -I I ," ") ,,, , j ,; � I � , � � , i : %� ­­ -­ , I , ", . -) 11, I, `� ""I"I"'i � 1 ;J� , , I � It, , ., , � , " / , , I , : I , I I I " / . " , / � I I �. ,"-J, � '\ ,�, `11� �, // .�, I � � � , I %I I I / - . � ; , If " . i � I I I 1, lil" ,%;;Pl�, � 1-1 \ 1/1:1 i I � � 1 � I J, / 1, I I --,� Z I,- - f, " I 41.it It ,� I < / i , \ ,�� I 1, � , . I I I I � 1� -� - \ 0 (D , .:� � --- -, 11 � " I \ I " , -111, I ... , " " J : � I '. . I � . � \ I ", I" , � - , , N 1), 1� 1, - I I . I I '. , I I �­(. I �, " � I �, I � - ­-- - ,- _"-----, -, (I I " /`v I I ­� I I , I I . , ) I I , - S ­.. I- ,/ \ 1� /I I I I , �, I -- 11 // - -­ _J I " I , � I f -, I I � I I , , 11, - , ,� 'A , �, , I . ", d ,,,:, 1� I , ­1 C I" I , , . -�,-- 1, ", < la 111. , I �� 11.1, ) / / .�, - ` �1.'t h ., I, T1 e -,, i , . I I , I I �, . . . I r , I I � . -1 ... �4 1� - � '. I - I , ) , I" , "�', . 7 . I X Overall Acreage Summary - " '/�J' /I . ; � - - -P­­�,-, -1 11 I 'I- 1� �� . � - �­ - I I I , I , , " ., ,� "I , -) I � f � 1',\ I \,\"�"-, , \ I `,�, -�, �� "/ / \ ; 1, �- - � � I � / " , " , , I - , 1, , -,-/,- I , , ,��' - " - I ; � I ,� !: w� i P i �. 1 /111, I I ,�,/ " J / \ r I , / /� ",io, ( )i / / -71 -�A \ SWM FOREST & OPEN SPACE EASEMENTS' BOUNDARY (11.34 ac.) ARE USED TO DEFINE t , /." ,J � � I ----_ / , ,, f �', I I -�� / 'r � )­ ,( , "-� :, ,/ / \ � , / � , . , , , �, �, I , I - � , " � / � \ \ \ 6 ,;,,,� � t 'I � � " , - Z, 1,41 , �1, I --111 !­' r , , E - , I , � / ; I , , I ,, I -- ------ 'If 1. I - I / 11 , , fs,111 I ,/. I, � ; " I ��,� � � I . . . / �� , " ,, , �, 1­1�­ I I . �.� 7 -------- \ i,, 1, I , I �� � , �- " \ " ------ \ � 0) Pre -Development - Post- Development . ,� Area, ac. Area, a c. ­71� -r DA 1 5.93 2.05 ,1 DA 2 5.27 - - 5.59 - DA 3 1 3.99 7.55 - - . I I . . I . I - I I I I I I ' ' PRE- AND POST -DEVELOPMENT SUBAREA AND OUTFALL SUMMARIES STORMWATER MANAGEMENT NARRATIVE: WATERSHED SUMMARY FOR SUBAREA I Post -Development Impervious Area Summary OVERVIEW Area, 1-year Flow, 2-year Flow, 10-year Flow, Subarea I TH o THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER CIN Roads & Sidewalks 45,825 sf Pre-Dev. Subarea Post-Dev. Subarea Method of 9VAC25-870-66 Method of 9VAC25-970-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 TREATMENT IS PROVIDED TO MITIGATE THE IMPACTS FROM THE PROPOSED ac. cfs cfs cfs 1-11, , (Point of Interest) (Point of Interest) Channel Protection Compliance Limits of Analysis for Channel Protection Flood Protection Compliance Limits of Analysis for Flood Protection IMPROVEMENTS. THIS STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB - � Existing Impervious Areas 19,275 sf -P- SWM REQUIREMENTS. DA I (Pre-Dev.) 60 5.93 1.66 3.58 11.95 P I I 1 S ction B.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.b (10-yr. Post Flow < Pre Flow) N/A (10-yr. Post Flow < Pre Flow Satisified) 2 2 Section B.1.a (2-yr Peak Flow is nonerosive in Pipes and OP) Section B.4.a (Subarea < 1% of Overall Watershed) Section C.2.a (10-yr Peak Flow is Confined within pipes and outfall channel) Section C.3.c (Outfalls to mapped Floodplain) 3 3 Section B.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.b (10-yr. Post Flow < Pre Flow) N/A (10-yr. Post Flow < Pre Flow Satisif ied) I I I i 1 e , i " I I . I , . I -,� 1',- .; "" /---) C ( I / I � i ; � k" 1� . , i , � I � I I . - �', '. I , / ---" :�,. I � , 11 I - --- - Q� -- -- - , * �---­ U t I X I I I, � I I � , ., � I � .,,- - � / -1 11 I 0 I � I " .1 - � I Y , ---_ - - I I I I I , I I f; W1 /' " I i , , , � ; I : � , 1�1, I , `Z-iy, , I I I � , I" , , �, . ill" / 'k ,�, , I . , - ­� , - , I i � � I,.,, ­��, , . \ , 1. . �', ) N�� - 11, , -,.'- -11" - - --- / / I . � ., I I � 1, � I " , 1. 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THE TOTAL ACREAGE -IX , 4 �Z, SUBAREA 2 i ' � i:.. .,.:: , LI/ � . I ., � , . -# -.'�L".-i.""�.,i�""�"3�",�": ­:­­�­­ I - : - . 4 � t - - 111,11--l.. ­­,i, EASEMENT, TYPICAL. THE TOTAL ACREAGE - --- - I- ­ ­­ ­ - V , � , � L - L.'�� I �, Q) - , ­ ' \ , 6� 11 ' -�" . , I , � , I 'N.1 - , . � ) : ::-" )IS "I ,��\ \ L, ", I - -Z,,':�� ./, , . ______ _ " I- %1� L L i, -- '­',�� -�'­' -�,,', � I , , " ­-i,-1ifl­.'-.,;­­1 L , (�, , � , ­ . � ­ , ". I L "' - - I 'L� OF THESE EASEMENTS (I 1. 34 ac. ,�, ­,j� %,,�,:,, r :, I .11 L.. ­",",-'..�._-.��.1.1. , , '� �*-'::'::--'-!Ii'TJ:L:.:.. -.!:: OF THESE EASEMENTS (11.34 ac.) IS %ft-04 LL1 _ _: , ' I ,;,.,�,�."�,.,i:i�'�--l����,"i-'�",,:"r.'.�'-,',.- --":,� .. -: 7­� - I I - ­ !: ":::".'.'.".""�.�:::'-:.::.�:� " L, . I.- .... 1­1 - . . , `�­- 11� - ------ - " , �:­' :-�. .. -,-::� . . , , �;L I , . . - � I-.' .i .. L� . L , 2 1­11 ...... �� I ' 'L ' % 1". 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') , I., I L, I I , :�v,::�;�,I�­���.:�i .1 - I "I 11.1, I -L �\ � I , ��­, I . I I 1,,�- L, . , " � I I �tsi 0 �,\ 4;..- I I . OPEN I I . .. ,, ',;�� I 1, r I I I ,,� \ - - - .1 DISTURBANCE. SEE'SWM FOREST& OPEN --, , - , I I IN ,W,,-­-�----- ,\\ -­� .-,. ��: , . ­ . ii i'j �iri,,i� CN=80 T . ­"--:� ---- . 11 , 1, 'L . . ., . '­'. � �" 1, DISTURBANCE. SEE 'SWM FOREST& , , � .. W4 1 Tc­ I I - ,"fA ­*iIii."k:�.!,".�'t" :!: \ �"-' \\ ". W � I '­­ - , , . I .,,", L,�,L;l I � : W � .� L ­ ­CE EASEMENT NOTES' ON THIS SHEET. I � . , � ­11 I- " - \` I I I � N,:�!�:, " P � \ ;:�.� I . ­ - - Z , .- - � , `1 # , , �� " ( � ­I� - � - - �1� . , L ­ -L --, ' �' L In -1 -­ I . � , *,' i,�­­­`IAI­�i�.','­. -- ��­, I I ,q��', N -­i1'\,. U�':��2,",] I SPACE EASEMENT NOTES' ON THIS SHEET. 0 . .\. )� ........... .. � I� I , , � \ I I I . 1,: I , � . . I � . I . . , 'ON '%;��:�; M-0 - I L L ­- L - ... 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Y -- ---rpl - ..� . , __��,' � - -- ,1�111 -, 71I--�-�-�,- , ;,N , �� I , \ N t DISTURBANCE BOUNDARY, , . `� ­ttk,,� ... � �� . - " I. - \ /�, - , �� �- " . - ., , i ,.-.....,:%­.,..'�:..­ ,-I- . I I . � , ,�-411­1 88 . . , . A, : , - , , I -- ­_-�� _t,;, �Z- , . - � I " STURBANCE BOUNDARY, � � , i ::��'�� -iatz: . I , I rr I ,N.� k_ 1, -� I I I \ t \ i All I 1,� FU4 '-fr,�k , - , L , - NN�i�_,.`, N...,.?� -7,,,'. � \L, ­ , "I... 1. , I I . -k, -�', -L -�-�-:,?V4 /1" -1 \ L L , " ", ",, ""* ��:,...,..:"...,..,.,�-.1�;.,...� ­... .. - -IC,-,- )'\-.',\ L, TYPICAL. THE TOTAL LIMITS OF ­ - I .... I I 1, . ' ' I - - , ,�%��il,' -,`,.,,�-.", .-'�':`,', - .- .. ", _ I , , , - - - , "' , , IL -.. , -, , TYPICAL. THE TOTAL LIMITS OF ­ .L- - �, �. I .. i, ,�'. �- P ' -,�,� - ­ , ­ :`,­ �� ,,, -.*; .., -, -�.' .� � - - - �� - .,."I� �',-,`.,,:,. -. .`��7i�"'%', - " - , I . __ � �L � W.I. - - - - ­­ �..\ /� , - ,�V Ir- - " . _J ��--::::��.,:,.",��,�--i.','�::.,--.,-: . - �:,� " � �\ ". . I A' - - 'L V, ­­' I-W - � IN ­ . . I - -.1"; � * , ,k I DISTURBANCE ACREAGE IS ,-'-I- '�'&�;"­ ­ ,, I OJ � Tc=0.10 hrs. �� ,� I %w'X ,��" I 1, ­1 - ';, � .. ... �- I � '- L. L L L ,\ -'_" -L - -1 - %D4,J N "��, ,�L,� � ., ;, ��'\, , ­,"' �"%�"\­` "IN "4' ., I I , " i i I ,��.,,.%�:).,:",:,.,..,.;.,�*",,,'- ,,, ) , ', r L �, ��, . j � .,L " L _ DISTURBANCE ACREAGE IS II -- i� , V �T,,Jl, , I i ­\ ,� L,rl ... ", � L AR EA -T.RFA-.,-6 ,� -�, �,,, N �-"`, �: 1,� .. . -i'.(, , ,:�: . 1:,i,.�"i.�.""':"'�*'"�'."'�N ­1111, 1, . `,'�' "� .,:: �,�).�.:��";­` - , L- ­" ,­�-�­ I , .� �"��" :.:.,. I � , i. 0� I � . �k�'�-,-,,-,�:��,.�"-,��,.,�,,�,��iNe,�,�*��", ��:-:L :-*.:.:.:-,-:,* !,. ... ,,­1 i. -11X ,\ 11 'L ­­ - ­ ' ' L'. '� " :, 'L��"",.'."'� -"",L­: ' ` -, i 'j"'�­­­ ... ­�­, r, I I -. -"� L'� 'J� -�-, I I I "'Ir." I, , ,\",;,, ­ " ,�, �, , .�:�-,:�:,.­',�:�:`�;,,, � -� N .11, ", ,."::, ", ­N ', OPEN SPACE EASEMENT NOTES' LA -A I � i I - -, - �, ** '1­!:.",I�� ':��,:.:! L, - L, I - I I 1'...1- ,'­­k­­­­ - ""': ",�'I­ "'. -­­ �, 11 � ., _­ , , .,�,�.� :,, '42'."I , " ,:�, �:N k\ LLJ L ' I I ­ ­ I 11 .., I. N­��,!"-",:,";�:::""- -.:: :` 1. 1, --- I - . I I I 14�1 I " I ...... 1z., ........... �\ I , , " - , V, I , I I- I .. " , If, I I � ig I I �# i `�.".'.111",\*�: ... ­,­­­.. , N � I i 'Ili �, , � ': N" I 1. ­ ­.il! .1-11 '�� . . , ) -1 ­­­ /111 " - \ I , " , " ,\ , 1, -, I ,.-:��,-,:- -I .:�.-, 4::'%.?.'�.;' -,� Iiijt:'..%:-_.",:"'-",�" -..' I _, L I , I .. 4 1 , ., ,­­­ - . - - :� .�\K,�,\,:.,,r,�...N Z k - i� ,. '. ... .. - - � - I. -'� , '\ , " ,�! . ., ' 1, I ; OND 413 - I \ :,�;F.' %K�;­.�.%,::,,;j!,x� � , - I , - � � ! '( � L , , .L � 0 ,� U� ,�i-�4' 1 'I . ' �. , "_ ­ \, "� ,\ ", � - -.1-I.I.-N .......... I \ ON THIS SHEET. � -, - - 'Ll - -, � I ", , � , , ­1 .... ­.-I-INt., � ::.,�:.�.-'-.��::!,�,:!,�'.-i',�,'�,"', ,�`:-� ... 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I ... .... � ........ ­­ � / L 182150 -2 Geperal Construction notes fQr Starmwater Manauement Plans . I -, i k '' " .- , I I I - -,�.�.....I...:'i.. . I( ,�:-:-7.'.. \ ,; I , /i I I - - � L /--'-., -­­--l'-, / Ikl� * : CHANNEL w/ GEOTEXTILE FILTER FABRIC I ". -) " f - / , " ­7 � ( 11 I I -��.­..,., , 7�71 .. , -i:� ,i�� `�� � , 'RA ` - ,� L /� L '/',� 1. All dams and constructed fill to be within 957* of maximum dry I " ­' . . �(!, - � I ,� , , �, � -1 - I ! � AIP � �,'; I �­ L , -...N.-, ,,� ,,,� , 1-�,­ . a L L.-I - ., I v- - ..... 11 � l'i -� � `�l, . zz�� "I I I LINDERLAYMENT. FABRIC TO BE KEYED INTO EX. / � - ... / - , , " ., -,�, " � ....... ­ � In ; I I " ­­ .... - 1, I I - - I U) I - , ­( �­ , " 6 , ,�� , ��,­ " / //" I ­,- -4- P --,\ i � 9,11 - - "I 1 1 - I , � :7N , :� �:�!�o �, " , , L '0 J � - � .... � .,: 1�;�%*. I . �: � � .,.r� �--,N L i.,, I , ­ ( ,Y.L - ' /' � ' I . \:'�""',�:::�:� �:�:� � ..... 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L I I 1­ I . , i , I : I I , - ..., :� 1. \ q sy-­� ie� -­ - ! x I '. ... � , "I'L I k I ­ .. ,� - , � , " -Z�-:� I a I ... ­­ I I I 1-1-11! I ;''/ L : , - I ��� - "L, , , " 1, , "; �, , 1, z�k 11 / L : . , I 1'� ­.-..... . -- -`I�� ---_- 1, li , L '- I - \ I , I- i ; 11 1� . ­ ­0­­ - :.1.7, ­,-` I ., , , , . u � '. - - �­�'-":� -­� &- , , .4 '. : : . . � , � I , _ - .. .1, r \ I 1% V/6,--, - I I . ­�� � k � , - . - , I 11 I . I I, , , 11 _ � :: POE :..�",� ( _ 'L I 11 ;,� ,� .L' , I i 11 � I I I I 11 ) ,I I . '-, --, " ,'."' I \��L , V, � f �� � , , I management facilities. : , I" \ 1. I , �,\`� -, �71 , .�:V �� , / I/ . � ::­.,:-� " , /!, I / � , -, . ,� � . ­'�- .9 , '�­--. ,� - , , " - .. . I I I - , , -.� - 1 =120' - � � I ''::::! , * _ * , - ' '�- , i �: .-sr -,, - , � / ­: ,., , � -" � . i 4 - _ �' �', , , - �` , '�� - "i" / � , \ \ / , I ;, density and 2% of optimum moisture content. All fill material to � . ­ �,/ I � �;� '� I L ­­L�:�,:�:�t :��-,.:�:� F 11 � _ L - A 1 \ 4 � - i L e . , I ­� �/'." " " / - I, 1, � . 111'­'� " ­,;, ll: �" �,I, �- J .......... ...... ­ ,.,.­-, ' - 4 ; ( �., ,,, - , , - , " 'q""1,',' - ,� d'....." ,.". � ." -����:��.',�� - " , I .\ be approved by a geotechnical engineer. A geotechnicul engineer is 0, �l: / . -1 A , �'p'� r6 >' IV P, , - , /r ­:� I , j " L I/ /.", ,� " _, _ L, I I �, ,;< .­ - -� I 1 - 11 J � I � 11 ­ n_" � ,:�:::�,.,:w'.-. ­­:�'..,. � ,L::-,,:���..,.,�.,.�;...�i*,��:�:�:.,:]�:�:�.�), , ' - 'I , ,, �, , , , , ,I � i , - 11 i -,�--i -"-'11 I . "' " . X r '� � � I L ", � -, )"", I 11 � I I " I ' , ,_­�, � _- . -- ------ - ­1 .... i­­) . 7' %P , ", , - --- . ,�, I I / "Ir, - ' I ',�' -- , . .:-:'"-':L:-' ''""­ '­ --- L .z " V / / ,�� , , , , , , to be present during construction of dams. I .. I - . � , �1 � / I c � I , �, . I I I . - 11 4 - "' "'L , �:�:::::'.::' L. - I- � I � � / /, , , 2. Pipe and riser joints are to be watertight within stormwater : � t � / I ,�, � I "'F9A ,, ; I . � �,.� ­ � . .1 U :�/` � � , I � , , L' \ , , P, � ., ­ / � , ;�� .'� , " �- I / -1 L 'L L -- ' :: � : � 11 , , , , : I I , , I ", . r I 1 1.4 ". .:- -:� : ��. , 1:[Q1 . ,,� yi,,�Y - I � I., � � , I I - PROTECTION wl GEOTEXTILE FILTER FABRIC LINDERLAYMIENT­ ­ '�::,:::�::,:­­" � SHEET NO. a ' . - , L /- \ " , , � -2 3. For temporary sediment traps or basins which are to be converted I i , , 41"I ' � ........ - " .. ­ "', "' " 1:171�4 )1' 'L�, I I ­:­-,;,f-, I I ­L, , ,,, �i:l� �� ' "' L .\ ' I , / ---' '�, IMC , < ­ I I FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS& -.�,,,Q,-_, , - ":­ � %, ' - ,,� �� � � r , .�,� . I � - - ------- I , 1 - I L,, I ' \ 1'�,' . _,,", L . .� ,I...., r. -­ �11, � , �� � ," Z 1� L . / I , I-- - - .. .L \ " ' - "IL ' ' L '- �'�', " ,�i. - � �11 , , ; �� , - I " L L,� L. 1, ' ,,, I I PRE-DEV. SWM P"N' � ' " , 11 I "I 1,�11 11 1. �.` , 1, ,/ , �; �, �<-(-( to permanent stormwater management facilities; conversion is not , - , L" "' --' - ZAW, ," � I � . .1, 1, (, -"", : I -DEV SWM PLAN: 11 , -,,,, -- I ... .1,6- ­ U : 'L. - . I _�'L L - . - , � ,� L �, I L- 1� - -1 (1) . . , I a,z'i"I , `,V"�- -- - ­.. 11­1-­.­,�,L;,t` . ��-.�, �- ,�­'.X..� ..­,.­,��., I - -- - ,;�� �'..., .1, . , ,,�,-,,� ,�� ­� �', 1, " I I - --�--- , ,�, L L I -" I � . .." � I I : I ALONG PERIMETER. FABRIC TO OVERLAP A MIN OF 9" ':: .... -,. t9 take place until the site is stabilized, and permission has been / I ) 1, _� LL, L - � I - - L, . , - ,,�, ", , , � L. -�' '. , , If � ... ...... %.. . ) : . � \ :j, "" �id� .1 /P -' --, ! f I K, / POST �� 14 0 I I I ­ " - V Y� i ,��:,' , I ,., . , . -- , - '* � " -10- ;;�.'��.::,�'.�:.,.:::::':-,.:::.I.,I.,:\*:,:--;;:*, = I ! � -1 _ . - ­�-� :77 - - I' - i . . ��,,, - f I - I �� ' L - ,�" �,' ­�- - ­--l- 't � I . SGqLE 1 �=120' L - �� ' -'L -\o ID - I 1-1�, -%�y . � ', D=30" \W -1 I -- ��,, )",�-.',,' ... � ....... - - L � ta,nea - I -�, - 1� , a 11 7.,�. 1 , " 11 � -­ If - -�;g - �-� a ;I, I�' L"% , I 'L I I -I - ­­ I. - ­­­ - - � . I � � � , I- ­ r, 1 �.,7, �,_- , . ­.­.., - - I kA I I , - \ ---� -- - - ,� �� _ �4 . I (L=24', WI=V, W2=12 I -1) SCALE 1"�=120' � ., \-.--.- - L ,.- I �­ � � ,�, , L btained from the County erosion control inspector. 11 L. ­ 1" __2a_ 'I, I I : 11 It, - -1 1 I 1. � , _ - -1: , `­ - bl'-��:-: :.:,..:. , , , � 0, ) .: MIN.) � LL '' L , I , � ... ;.N.1.9. � Eff ___ . . / , " / , z , - I " , I I . 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HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND THE STORAGE OF CONSTRUCTION Q . ,, / ? r .... ,, . :::' . o Q F : / MATERIALS D S01_ SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES r �.............. /,. TO Br_ PRESERVED AND PROTECTED.10.1 / , r LOT' ,,.� / O / :d r' l' • :: ': . { a° 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER / •� .:•.. "..,•.. , . .{ x. r MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL :. ,. � ,< -, \/ \.. \ /- ,y PLANT SCHEDULE. :..•...... ca r / LO T , i :. .' .. 4S. SYMBOL BOTANICAL NAME s' IX 1 j / CANOPY TREES / / ` .. ASL ACER SACCHARUM LEGACY �, ,. ' . '. 6 / . _ : /.: S NYSSA S VAT CA N YL I \ �o. / ,- w J.OT �` ' UAP ULMUSAMERICANA'PRINCETON' ,. ', X '... \ 1_` .` QS QUERCUS SHUMARDII e,_: \ / ' �:,a RSTORY TREES ��" i' UNDE a 4..... :l r ..� AFFECT F PRESERVED AN PROTECTED..... , .... r•,. / / -� > / CC CERCI CANADEN NOT ADVERSELY FF_GT TREES TO B_ P ESER ED D y f �...: ✓ FA RN FL RIDA APPA r ;' ;` i' :.. ,.;.:;:. ,.. ....4. � 4. .;;: .\.'' ';' - C S CO US O LACHIANSPRING 4. R PERMITTED WITHIN 1D0 FEAT OF THE OUTSIDE DRIPLINE OF TREES FIRES SHALL NOT BE PERM '`{ LOT.' . :....,.:..�. f( � : ,: ... / , . . :::;;,:::. ''s ti JV JUNIPERUSVIRGINIANA TO BE PRESERVED AND PROTECTED. , % - I n. / ci f . .. .��. err a. / \ � ;,; f / EXISTING STREAM �± li .'. ' :. ,::::: f = �.... MV MAGNOLIAVIRGINIANA S. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF7 ( /... /.... -. .. �< r < \ 1 ,' :,...... p TREES TO BE PRESERVED AND PROTECTED. r, ,i -, ....... , ..., ..... '� • ., ... .:\ \ 1; r •, .'.'..;:: '.: f r, ...., `w % PT PIN US TAEDA , ... ? -tip r ,' / '. .. -;- :..:'. :' : '... ... _ ., .. :: - .. ': \ 7.- f . \ ` \ �it '. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS / 1, / o. :.,,;,!�...: �. ?�.:',.' 1. ..' '�' SHRUBS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / /_ /.' .:i'•' O /_ a.,, f>;.,.: i :.':'''' k'x.:..' .'... QS STREET d :< > , / r .... .. ` ........ : :' v'. /Zf IGS ILEX GLABRA'SHAMROCK` ENGINEERING DEPARTMENT. / r \. 0 ." i .':':;' .' TREE (TYP.} LOT:;: r .r : .. r ;.. EYOWL ... " "`'� \ �'.,. .;' '>�: � 1GO JUNIPERUSVIRGINIANA'GR J /' / - \ 7 F UNDERGROUND WATER SEWER ELECTRICAL CABLE, `t fr c * ,/ t ' l'':;:. %:' . �s . WHEN TRENCHING FOR ANY KIND OF L f ; �7. ;.. r....:..: OT / S NECESSARY WITHIN THE LIMITS , ; ' / ! ' /' " ,' .. /JI tt; NH) NANDINA DOMESTICA'HARBOUR DW TELEPHONE, OR OTHER UTILITY SERVICE II OF TREE / { .... xhl ., ./• .. / f' ; a ARF PROTECTION E LIMITS Or CLEARING, THE SEPARATION FROM THE TRUNKS f 5....\', , R TEGTION OR BEYOND THE C G, , .. 1. :.`: / r l r. / / ... ,' . AX R X T POSSIBI E- T r q / / .. . {{.. .. a, EROV51<IAATRIPLICIFOLIA OF TREES SHALL BEM IMIZED TO THE FU THEST E TEN UNN�LING SH LL �,� . / :. .7 ,-......,. T. ... r .. :' a , ..'. '.'a'...... BE REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT TRENCHING WILL e. / PAT P 1� -� Q LOT' 4 SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTESTED. r � '.•:.... - ..... " . �...... :./,� , �•\�-,.•.' O r 8.a'.' : !: :. LOT +` /• x \Y- / �v S. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO Bc / ".i'a;:' -.1 ::�.- / f.. / .. PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH � . f , P .;. , / �/ % i it .......' '.',, ...:u ,7 , .. .:.:(. ... ... - .. hq; ....'. '. /,'`` ,EJ �. _r� THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS / ... .. ;.;;::::;-'•:':::'...: /-- / N.v r' 1. , { •. t %: / . O r INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. ! ::.::.:::.: "/w / 0 / 1 '� r / / � nx` s, L, ''. `� / 79 ;::' ':' , ° n. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE :. ?f i : �,,,p , r :... 1 ;..: .. PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH N IRON zJ %. ..i— .' BAR EVERY 1B OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12 DEEP AND r " "•.' i, ca ,! MOVED BACK AND FORTH IN EACH HOLE UNTIL 501E IS LOOSENED. / .. LOT'r' / LOT \ t ITS OF GREENWAY i ! I: 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION ; `" ` " :' b �' ` ' 1 ,- / 1 CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. _ ,/ �a �{7 % \ i r IMITS OF GREENWAY r . `:°�>��''~�� #� � i I I I I I 0000, II COMMON NA ME SIZE UANTITY CANOPY TOTAL i iQ i i LEGACY SUGAR MAPLE 1 2-1 2" cal. / 8 195 1560 BLACK GUM 2-1/2" cal. 8 123 984 PRINCETOW ELM 1 2-1/2" cal. 7 397 2779 SHUMARD OAK I 2-1/2" cal. 146 329 48034 EASTERN REDBUD 6' ht. 89 124 11036 APPALACHIAN SPRING' DOGWOOD 1 6' ht, 6 124 744 EASTERN REDCEDAR 4-511t. 7 16 112 SWEET BAG MAGNOLIA 6' ht. 99 113 11187 LOBLOLLY PINE 4-5' ht. 8 207 1656 SHAMROCK' INKBERRY 1 24" min. 409 GREY OWL' JUNIPER 24" min. 164 HARBOUR DWARF' NANDINA 1 24" min. 163 R IAN AGE 24 min. 1 USS S _8 TOTALI 78092 j r.. ,� �. s 1; I/' i s j -.t �# / ......f . '.. .'. 'I —. , '.,/,c,-1;,'. 'kI�I­�,VZ.1.:.�X�.,.':?. ,. ,1�1 e,1/,1 I �I ),I I I )', \ ) >/ r ...�:*. ,. :.�-, .I , ­o � I,..,� ....1I " .�'�I .1�'�... I. 1..- ... 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I1, , ." �.I 1�, II, ,II-�1fi� pI,1 �� . ,Ii) �� �, j I" /, ) ,;Ci �-_.I ': ,) D/ / �,; :� � �f �I ��II ?! z � I; I !� /I II .f ./ ��//III , , I /� II ;� 11 , i _. r' , :<.•. r x \ ' LO.T a ! r { l ( :t " /, .. r , f. : ::, i `w , i1I, t,`, I / , . `� e/ . \ '. J . a ".� ! / ' , OPERTY BOUNDARY YP. � r PR R i / \\ /0000, � ; s i / �c f. i. i I , F r. o o 9 f' ',A _ x " j 4 I tii,.i I \ Q / , , r. _.........': .. /.• r .r., . JJJ 1 ; 1 t t . ..73 . .'t....'.' (] ..'. f r XISTING 10o STREAM BUFFER TYP.}. ) A \ ( j / /r 1 :'.'.'.. .!' F LOT, iyi a- . a r 1 Y z r 66 .�-• r. C / { t ♦ / )f ± b r. { 't{1 :/' • \ 1� 1 ' . / , I . {, ' r 1 "I f f �,. /. i. V 4 i s I , , f.' a I ✓ - I� I .,�)I I 1-1I — ) I I, -, ,- I -1 , 1__. `I —, ,,I II /j / f! f I / i� I��I �I�/., ," /. 11 11 II�- ,�I a.1� . � I./ I. �,�I � �- �'"�.)!�I . � � I�I1_91 �); � �� ,�i , "i ��I: !; ;II ., , I,� 1 "�I r t �v , ,��,& I4�:I( �I/ ;/1� � II I :1/��11i -� 111 f 11 �I I1I1,�/ 1 1tI ; I ��iII�� , / ��, I �I I II/�/tI ...1'I ­ _X.,. . -_i1�­X�� � .. I. ..­..�....../:­...�:.,.-. �- .�f,j�N-.�,',q&�/, - .-- .I-.-... f ...���s..-- ­ �. ., ­- . ,, .V:�­-�:.-V.�,�.­......�..._.I.4I :'o, �i 1I '� . 11�, . ­.,-..�1,I.. I /.'I.1I.�. .'-. .1.". ­,.. .... li.1N"'..�, ...�..I..-. ., .., .- ,�­ �I 7, I."..I . .. ...."..Y-, I/ ,!NlI.!11-I. 1- � .��_., uI t r , �. t J y /_ ` • { 't, ..'..... ..':... %4 :' . ,?� t'• rf> �\. LL}T. / EXISTING STREAM {� 1 f { 4 ! / d l s/ / P ,I � � L:S y5 ti t ! i 1 i i i , ti . , ! I J '�� / : ( l a' e • , :. .. /J/ 1) 1 f r�/I- / �y "...'.': i k / �� .T /1r /q // // f 4; r I , .: l.. J / //i h p r k ' / ///j/ */ 1 .: { ( , G / \ .. / i /j f// pd � ' r k k 1 -P, /I t Y ` / ti? r / rJ / e t T 1 / .--.i : t O` s • ', QS STREET / ?. r :J a { j (: f-�, . TREE YP. ',:;;'''' v / n. /r R } \ ! .. C9 j , .. :..'.".'.' XISTING WETLANDS (TYP.} / / .,. ... / WI`TS OF GREENWAY {/, ` 3` ' l; r /,' / /; _ r ": -,LOT 1 / i i O • '� ,:' �.. , .' . .... / e NOTE: N 9 , 1 1 1 �/ Q i. STREET TREES PROM ...< , ... r . . ); r I/a , :.' �:z: / P _J .,� ALL SITE PLANTINGS OFp RE ®AND SDHRUBS S ®ALLBE ALLOWEDITOIREACH, AND BE MAINTAINED AT, �,' , .. / ,L( ) 0MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED ;II , ,, I rI , I / / 1�.� f; �I1 � I i �, i�11 !I �i / //I . flI �.'?-"� � ,,rMINIMALLYAND ONLYTO SUPPORTTHEOVERALL HEALTH OF THE PLANT. \, f I/ y ! / ' ` TOTAL STREET FRONTAGE _ ' 3 51545 r ?/ ly, '::'' j'`r r/ I,_� REQUIRED STREET TREES: 237 (iTREE PER EVERY40' OF STREET FRONTAGE) A '! PROPOSED STREET TREES: a 6 0 .r ,.. ..•..... \ r / r �� 4 PROPOSED PEDESTRIAN TRAIL a :: :' :.:. +'; s J� � � d NOTE::.,a5o' OF STREET FRONTAGE ALONG ARCHER AVENUE (PORTION OF) i . r- ° REQUIRED STREET TREES: 2 �. ......'..' •...... . / SK - PROPOSED STREET TREES: ag f NOTE: a 2 ' OF STREET FRONTAGE ALONG FLORA LANE j I ' c2::::' � 1 35 / \:.. '', , , REQUIRED STREET TREES:56 \ 't{. '. � / / - .._.�,' ..... ......... ...... ....... ,/ "' /�" SANITAR - /J �H PROPOSED STREETTREES: 59 / ;� °. . '''''' - ROPOSE Y SEWER (TYP.} k NOTE: ' OF STREET FRONTAGE ALONG FOXWORTFI LANE j r ` '+ 4 f A' °� J REQUIRED STREET TREES: ay �' t .:.': - '..: '� % c, 14 k . PROPOSED STREET TREES: ^� ... �' 7 `; k 4 f - NOTE: z00' OF STREET FRONTAGE ALONG KOCH COURT / :: �.. 1 r -�` ' /' ES: 30 : 1 .: ``, a ." 'fc k ) f� REQUIRED STREETTRE :, ` � / / I PROPOSED STREET TREES: 30 \. .. . V.. .. 1,W .✓ :' �I' �., kk NOT LONG FLORA COURT :. .. , .. - .. . / ..' V , E• 4a5 OF STREET FRONTAGE A �, ,'''...:. ... p /;r �'V / REQUIRED STREET TREES 21 r? .. - _ zv \, _ / PROPOSED STREET TREES:Ll �.."- ..' �:.Ix,\ �`\ �,,1 '/ , \\ 's" \\ � I ` s GRAPHIC SCALE °OSED V`/A 1°' '� ,' a o ao 0 80 ffII r' , �,� . r 1 - o O \, J ` c. ` \. ti " l � . . Z, ." _ -- 59( N FEET ) c 1 in h 40 f t. % x r/ / j F4 r `� /"f r 1 f� �\ f t f / 1 , y _a I/1.l , �; , l f Y' ` ` � 11DOUBLE STRAND #xa GAUGE WIRE .,,_, , WITH RUBBER HOSE & TURNBUCKLES 'n ` e`EXISTING STREA 1 (�-`, �� / y� /, - ' .,1 z°xa" HARDWOOD STAKE 1 // CUT tp _/� $c REMOVE BURLAP FROM TOP y.._, - / B ` \ i13 OF ALL AS SHOWN \ /. /,+ II r f •;� � —'-"� ,,) !y \ \ SCARIFY SUB501LTO c,"MIN. DEPTH ` '' � , � It IVY / 1r % / �-- f MULCH SAUCER ,% A J )v d"',, =­ FINISHED GRADE 11 /_ !" ` l TREES UP TO 4" CAL. SHALL BE STAKED. , ) TREES C O i 4 AL. R LARGER SHALL BE r` —_1 GUYED WITH E CIUALLY SPACED / 4 ad 3 I I ,. / TWISTED #x2 G GE , .,, ..--� '".-.\,'11'.-, ,I..\11,�-.A"-_-:I."1Ii.-,-1%..C�-_,.I.vk'�,''-��",I..-... _l" - 'Il'..',.l..-I� .�.I-.%-,�,.i.-.., %.'l:.__"7.-_l. ..'. .�. - ...-".-..'..."N:--".-".,�_.Ii.,—I"N.I, .,I..':"��.,1.7, ... ,.:..I I 1" 11 r/ . 1I �,'1 ''�K _I I/\ -./ ,')". \ I�­, / � �" , , I IIj,1-­_ II­ � AU WIRE WITH HOSE sa / 14 /t`"(1 .y , - ""IN- , '"lI 1-', 1I ,7 /j. -I AND TURNBUCKLES. LOOP HOSE /\ % _ s I a HT. TREE — IMITS OF GREE AY% / 1 _ — _ AROUND TRUNK ABOVE BRANCHES / , / =III —I I LI `: ;"' ' :' — — AS SHOWN FLAG WIRES WITH / _ VG aoo-YEAR FLOOD LAI�(TYP.} / :=— / §�,� �j l 04/ _ . ' /// ,1 / Tree Planting StakingDetailStakir�Detail ® Not To Scale COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Evergreen Tree Tree Planting 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 713 UP TREE z"xz" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUTAND REMOVE BURLAP FROM TOP z/3 OF BALLAS SHOWN SCARIFY SUBSOILTO 4" MIN. DEPTH COMPACTED SUBGRADE LANDSCAPING CALCS: BLOCKS g, lo, & iz 34.56 AC GREENWAY -17.55 AC BUFFERS WEST OF ARCHER AVENUE - 2.17 AC TOTAL: :14.84 AC L EA OF DEVELOPMENT IOTA AR ENT FOR LANDSCAPE CALCULATIONS: 1.4.84AC REQUIRED LANDSCAPING: � Q REQU /o OF � .� AC 2.2 AC � 4 4 3 EXISTING TREE CANOPY TO REMAIN: 23,987 SF = o.S§ AC PROPOSED LAND LANDSCAPING: a F = S G � � S �.. AC 7 r 9 79 TOTAL: 2.34 AC 1992 3.39 FENCING AND ARMORING I Z�.._ \ �` 14. I � v L� _ �_� '^� GRIP LIDIE -.,\ i `� _ \ ,'� I I i`_'t_ _\ I? -A` f_ Imo, , Carl 0_ f - { _ Seit)1Y MICE _ � ' E I I " � � 1, 1, 1 I / I III I I ` 010 I! 1 WAA I I abw I_ IS1m 9CKRD FENCE - I .AAA wsi � 90 �`� CORD FENCE ^--PLAmlC FENCE CORRECT METHODS OF TREE FENCING ") � " �~ ? -.% �J r `�� I' I I, It,�,I1r I I �~�•� _� _1��,� _y / V+-."-- .e ff ' `I` - CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC III - 401 County of ellhemarle• Conserv'atiuu Plan Cheeldist- To be placed an Laudscape Plaus (Hundbuolc, pp fiT-284-111 297 For complete �pesiliculions) Plate 3.38-2 1. flit. fo11-111 it—i"hall he Al—] oil thenlam U Ir,es Lo lJC a d, Luluts 3f clu>11ng, (aut3ido dnitiile pit aces to be gaysd), LJ Lociti nun 1 t<•pe t f pmtecti e fencang; LI CLiadc han e, ratuuui� trc_ti 11 L�rtvalls; 0 Propoaecl trenching c,r tumielinE, he, oiid the tuirits of cleaiiitg. _. \larlutwn Ll i1L1 tice [ be saved sha l be it aii.etl with print or iibbnii at a he tit cleari i ible to equipment peratvrs. LI 'Ii, grtding,lEall begnl Enuil lha tree ncarinl�,- lla, been nrapaul.eE1 :.nEl':aliproicct by ,iidnuil]• hl;heult T. 3. Pre Couahuctimi Conference: U 'tree I i aie ali a and I,r„techun III. A aie,i sILIl be res'incved wi(h Iha oenLiaetc,r un silo. 4. Equipment O ieiatlon and Stm age: U Heav` lurpmerll,vehic+ul,n'ITsllic,md t(r,Iria:,f GJ115IttiCtiOilrrl�ll'Riedsirr-luliu�g:ail,h;illrinl.l'il)eTTniLledvdithiil Llielbiplines:irlr'aes d to beavcd. 5. ';all Erosion and Stm uiwater Detention Devices: ® ;udi dcvnc.. ahiilL iit aclrer cdp �ttcct trcc5 to L,c, saT; vsJ. (,. Fi cs: LI Fires die n 1 pwruilted,titluir KO feet uflhe chiplmu of trcNs w be saved. 1. fo'4dc Ataterialy Ll D ouci iateiltl.,tiall not be ate ed ,witlun 100 feet of the dripline of trees to be saved_ 3. Protccth'c Fcuchi.: El linos to be Maawd vritniu 10 tccr of a l:i,poscd budihne, or gi ad ,g ect v Ty 31mll b•e protccied by rmcutg. Ll Fcuuing 1uill be in plger and shall be impected and approved by a ('ountp Inspeut�rprior to grading ur ccimwiction 9. -F ee Fi'ells: Kl when thco e} cu;r_l loc,.l must Uu raisid `vidun the diiplinc of a tics h• be saved- a u ce\voll oral] be pjo. idid :did a cvusttiw6m dohiil solnnitted f )r approval 10. free Walls U When Ih gtnurirl k el must he IOWe'e+i within Lhe tbiplme a tree Ill he:;ace1, a hc� wall shrill be pmvitlett .Cot a COIN11uCIM11 iLelail iilibtiul led I'm apt mvtil. 11. TI entlliilP and Tmmeltu LI Vtheu LLeuclur,g is 1eqLiilld e ilkn die limitul'cleann it'shuil be done ds fai away it uiit the hllL � CIC trees cl }c 'iblo.'1 uinleludg, under Zhiga tivc.,hcll be coiisidci f-.i zed nir attCJ-11ativu whe-u it iz antie-ipatcd dint Recce ->zv ticnclunA dill dcstioy f,-Jor 1cxta- 12. Cleanup: 23 Pi lective felimig SlAt te'tile fast hems removed rjuling the film cleanup. 13. DauiaLed Trees- 0 Duniugc trees sliLi be rnatcduttlticdiatel,,bvt,iuiuug, toitiliaitioti ototlicrnictitods icooitLneuderl b,,° a L, ,e apevialtsr. NOTE: IT TS E DE FLOPF,RIS RESPONSIBILITY TO CCiNFFR 1Yf141 THE t:01TRACT01, ON TREF CIONSF1ti'd,TTON liltOUiREAJER'1'S. OWNER 1/21/2020 (DATE) CONTRACT PCRCI1r"ER SIGNATURE (DATE) ail/CG Page i of 1 TH 0 v �p ,e," O �t 1-1 Y SCOTT R. COLLINS'Z ) � 7 Lic. No. 035791,2,, .� ZONAL E W � � 9 f14 m' m z L C C � U i -! m V_ n .?: m D L- C ul 9 � 0 s 3 +4- cu 0 1 a Q 10 C c� I_ N Q) In a) N P C m -D o +-, a F_ 1 o ®I ILL F-4 C u < 06 < m U �v R/ / O L I Q F_ Q E C 0 k4bL Jo C9 Z w � w LLI w z Z 0 7 w U) z O /�,/ ? L.Lm v P Q �C C:)Z) U X 0) u to Lld Cl J c a)LuLLJ w E w CL V) JOB NO. ° 182150 o (N SCALE 0 -o 1 "=40' c Cn C t, SHEEET NO: a 1 w