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HomeMy WebLinkAboutSDP202100082 Application 2021-10-25GENERAL NOTES OWNERS: DEVELOPER: ENGINEER: TAX MAP: ZONING: TOTAL PROJECT AREA: PROPOSED USE: ALLOWABLE DENSITY: PROPOSED DENSITY: REQUIRED SPACE: OPEN SPACE PROVIDED: TMP 04600-oo-oo-oigB8 CROCKETT CORPORATION CIO HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 046oa-oo-oo-oigB8 D.B. 5346, PG. z56 73.84 ACRES NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800021 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 27, 2029) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2oi6 BY BOS WITH CONDITIONS. 046o0-oo-oo-o29B8.73.84AC. (PORTION OF) BLOCK 18- 36.55 AC PHASE A1- 3.72 AC (THIS SITE PLAN) BLOCKI8 87 SINGLE-FAMILY ATTACHED (VILLA) UNITS 78 SINGLE-FAMILY DETACHED UNITS PHASE Ai 36 SINGLE-FAMILY ATTACHED UNITS (VILLAS & TOWNHOUSES) BLOCK 28: 68 UNITS (MIN.) TO 2o6 UNITS (MAX.) BLOCK 28: -65 TOTAL SINGLE-FAMILY DWELLING UNITS PHASEAi: 36 SINGLE-FAMILY ATTACHED UNITS B18 CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL 0.7 y.yACRES 3.8ACRES 2.5ACRES 11.5ACRE5 CIVIC PARK GREENWAY OPEN SPACE BUFFERS TOTAL 0.7 6.3ACRE5 y.1ACRE5 1.5ACRE5 1a3ACRE5 B18 NOTE: o.5 AC OF CIVIC SPACE PROVIDED IN BLOCK 17. BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES / yo FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5TO BLOCK ig 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: io' MIN. & NO MAX. GARAGE SETBACKS: 18' MIN. SUBDIVISION STREETS: CURB&GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURALIFORESTALDISTRICT: 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, 2o25. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF 2o1g. 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. PHASING: THIS BLOCK SHALL BE DEVELOPED IN (2) SEPARATE PHASES. CURRENTLY, THIS PROPOSED SITE PLAN INCLUDES PHASE A2. RECREATION: EASTERN PARK (CIVIC SPACE #3) NOTE:30,000 SF MINIMUM 1. THE EASTERN PARK CIVIC AREA MAY BE LOCATED IN ONE LOCATION OR DIVIDED BETWEEN MULTIPLE LOCATIONS (MIN. io,000 SF SIZE) WITHIN THE EASTER PORTION OF THE DEVELOPMENT. 2. OUTDOOR MEETING AREA AND/OR PLAZA 3. TOT LOT PLAYGROUND AREA (6,000 SF MINIMUM) 4. ACTIVE OPEN RECREATIONAL GRASS AREA PARKING: REQUIREMENTS TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT. ONE (1) ON -STREET PARKING SPACE PER EVERY ATTACHED UNITS IS REQUIRED. BLOCK 18 (87 ATTACHED UNITS PROPOSED) REQUIRED = 87 UNITS 14 = 22 PARKING SPACES REQUIRED PROVIDED = 22 ON STREET PARKING SPACES NOTE: ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS PHASE A1(36 ATTACHED UNITS PROPOSED) REQUIRED = 36 UNITS 14 = 9 PARKING SPACES REQUIRED PROVIDED =g ON STREET PARKING SPACES BUILDING SITES: EACH LOT CONTAINS BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIALSITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. LANDSCAPING: STREETTREES ARE PROPOSED WITH THIS SITE PLAN ALONGTHE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. LIGHTING: NO LIGHTING IS PROPOSED WITH THIS SITE PLAN. UTILITIES: ALBEMARLE COUNTY WATER &SEWER TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER RETAINING WALLS: THERE ARE NO RETAINING WALLS PROPOSED WITHIN THIS BLOCK LAND AREAS: BLOCK 18 (OVERALL) BLOCK 18(PHASE AI) RIGHT-OF-WAY: 4.07 AC(11.:L%) 1.13 AC(3o.y96) LOTS: 18.5o AC(50.62%) 2.22 AC(59.7%) OPEN SPACE: 6.23 AC (17.o%) 0.37 AC (9.9%) IMPERVIOUS AREAS: BLOCK 28 (OVERALL) BLOCK 18(PHASE AI) ROADWAY: 255,282 SF = 3.56 AC 27,020 SF = o.62 AC SIDEWALKS: 49,934 SF=2.14 AC 90,013 SF=2.o7 AC BUILDINGS &PATIOSIDECKS: 324,352 SF=7.22 AC 51,166SF=2.17AC DRIVEWAYS: 74,889SF=1.72AC 14,286 SF=0.33 AC TOTAL IMPERVIOUS AREA: 594,357 SF=13.64 AC 282,485 SF=4.29 AC AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THEAPPROVED BROOKHILL PROFFERS. SEESHEETIA. TOTAL PROPOSED UNITS:165 TOTAL PROPOSED AFFORDABLE UNITS: 25 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 I I I I I I / 1 I I 1 1 I / I / I l BROOKHILL -BLOCK 18 PHASE Al FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA III / J If \ III \I 11 I FUTURE ROAD EXTENSION III 11 (UNDER DIFFERENT SET OF PLANS) 1I1 I I I _ OPEN SPACE �MPgCE�CAsi - _ of 0 0 1 1 o I ° O OPE O 0 1�\ ... �9PA1 o � ° / •' 0 o A O 0 I' OPEN p SPACE 0 0 1I 0 0 0 \ o ' / 0. o ' \ o , o ', 1 � , lINI►.!I!� ili'!€ti OPEN SPACE /� V' j/ / PROJECT BOUNDARYIf ///' • • wow C jy �••• l 1 /• /' PROPOSED GREENWAY) 1 PµCELLP U 1{ /� 1 1 �1 ' BLOCK 1 ' 1$ , ES 2 y a 0 1 -- 1 0 - I 'I I l _, I ' \ E1 --- fit - / NT�NTGOMFRY -R / _,RIDGE RO \ \, �`. , / ' 1 I ROPOSED GREENWAY , i / FATGOM \ \ / �RIDCFROP' 1ROJECTBOUNDARY to r o "--'O s� LINNOTE: 3o'WIDE PLANTED/REFOR "tt VA k _w,pTMpL Ror, - _ __ BUFFER ALONG PROPERTY LINE. \\ 00p °°°° \ °Oo , SHEET LAYOUT ! \ y ( SCALE: 1" _ \150' / PO/ 0 GROUNDS ROAD VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1P, PROFFERS iB PROFFERS 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 GRADING, DRAINAGE, & UTILITY PLAN 8 GRADING, DRAINAGE, & UTILITY PLAN 9 ROAD & WATERLINE PROFILES to SANITARY SEWER PROFILES 11 STORM SEWER PROFILES 12 SIGHT DISTANCE PROFILES 13 SITE NOTES & DETAILS 14 UTILITY NOTES & DETAILS 15 LANDSCAPING PLAN & DETAILS 17 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETA 17VE/LANDSCAPE BUFFER _ _ _ _ - - - - - - - - - - - - GREENWAY BUFFER - - -- PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN 61 PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING ------------ �00------------ EXIS77NG CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVA7ON TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 TW 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 00 OO OO OO 100 )R. FLOODPLAIN Lie. No. 035791,E L 10/22/21 z O � k Z LU co O O 0 Z J O Q r LU z w W z w w z �7 z w Ln z J J U I` M Ch M �N} V M N C] (n N N J LU J U) LU - 0 U w I_ LU Ljj U) w 0 C� N a- JOB NO. 182150 SCALE 1 "=100' SHEET NO. 1 If Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018AD, 04600-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019134 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00.018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR., TRUSTEES- CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018AO; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019134; 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 04600-00-00-018DO. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ( Improvements"). "Polo Grounds Road Ira ") . The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to for sale units, rental units, accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit the P uP Y aPP g County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty 120 day period, the Owner shall have theright q P a ty( ) YP , to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (501) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the P Y � ,( � ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkman Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 413, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y Y g Y Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tenn, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Tern, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( )> hundredth (500th), eight hundredth (800th), and one thousandth (1 OOOth) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Manag ement. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ('MST'). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSU2016 MSL Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars 7 333.18 r single family rty $ per g Y detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P q value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, Y collective) referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be $28, 336 662.00, The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (I") CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road Improvements") -above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (Ist) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 1COTT/R. COLLIN' Lie. No. 035791 10/22/21 z O � L k U a Zn w O o to Z J O Q i r > z w rr `H Dui li N w c N C] N 0 O Cl? Z M O N M N O O N N W > w J J U) LU O U Y w U) LU w aaaaa� U) J~ w J Q 0 OO O N w 0 O a ,--I Q LU Q Q J LU I-1 V) J Q z 1_4 LL I 00 U 0 m J J I--t 0 O m LU LL. LL. 0 tY JOB NO. 182150 SCALE N/A SHEET NO. IA i� ® ' �� ill Ii IMPROVEMENTSPHASE 11 INTERSECT[ rimrrtuvemtrvU- 3. PHASE 11 RAD 0 WAY IMOROVEMEN75 PHASE IINTERSEC�ION ,♦ �A O IMPROVEMENTS A PHASE ROADW AYIMPROVEMENTS v f r` $ PHASE IV INTERSECTIO N US� ,' ,� N IMPROVEMENTS ( , A 1 _ s (' ®/ rolDmmurlm rDAo f rpm PHASE I INTERSECTION / — I'�PHASE IVR ADWAY BROOKHILLTRAFFIC PHASING PLAN It I , 7 VA�\ RE LU CROSS-WAL DESFR\� \ } . IXIGTaIGTREE APEA TRAIMAYCO Crropro PROPPOOS5Brpp VDOT RROOOOTrza T OCONCRETE WALE-\-^ MPROVEMENTS-GW11 Pd� OPOCONNEROR RO� \ (' 1 \� if Z IP M� OSED Wl� F \ / C ISTING OF EVER OAL CONNECTOR 0 \ CL `. Of ca- PRO OP IM PATH AYC E A. ' V Py FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONa • CONSTRUCT tO NEWWESTROUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH! 375 'OF STORAGE LANE ON OF STORAGE TO ROAD FROM So' OF STORAGE TO aoR' OF STORAGE • CONVERT RI 0 MILLS ROAD TO RIGHT IN/RIGHT-OUT OPERATION. INTERSECTON R • CONSTRUCTASOUMBOUND ROADWAY PR OVIDING LANE. ( NAND r) RIGHT -TURN LANE. • CONiTRUCTANEASIBOUND LEFT -TURN DS LANE ON POLO GROUNDS ROAD W ITHaSO FEETOF STORAGE INTERSECTION B • CONSTRUCTA RIGHT4N/RIGHT-OU ROADWAY ENTRANC ETO ROUTE., • CONSTTURNL UCTANEO US29 NORTHBOUND TURN LNEON US xB WITH zoo' OF STORAGE. ROADWAY TO PRO to VIDE RN 0)LEFT TURN LANE PAINTED TO RESTRPROVIDE PAINTED ND LEFT -T PROVI EWE D STBOUND LEFT -TURN LANE ONA OFSTORAGE BOULEVARD WSTRIPE EASTORAGE. BOULEVARD EASTBOUND ASHWOO I BOULEVARD APPROACH TO PROWO (s) RIGHT -TURN LANE SE IV INTERSECTION '.RSECTION'5-- ----- CON STRUCTSOUTHBOUNO ROAD WAY TO PROVIDE (,) LEFTTURN LANE AND (o RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WRH gO OF STORAGE WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: By: G� CHARLES R. HAUGH By: %o Ao?Y 4n. Q7wl.T oLw )6/.d IZAfBETH ANNs OGL BY G.�u— Date: %1Axi/ 8' .0 / 9 OWNERS of Tax Map Parcel 04600-00-00-01800; By: ; l�4yr1/ CHARLES R. HAUGH, 17USTEP By: DOUGLASB.OG BY, TRUSTEE Date: S- 2r-/q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: (G - 7F7In t LJ //" sa'I` Ann O. Haugh, Its President Data; �%-u-y 8, 2.o[ 9 Page 9 of 10 F 0 SHOWNOLOGROUNOS LANECOP MR ! '/ SHOWN AND IBITLAN ICON ILLUSTRATIVE PC / W ROFINAWAYINNDUNECONFIGURATIWILL BE IN ACCODAI 44D c APPROVED TRAFFIC MPACrANA YSISANDFlNAI / CONSTRUCTION PLANS FOR THE ROADWAY IMPRI PROPOSED SALAMANDER �. CROSSING(3 TOTAL) i� N I 29NVERTED RETAINING \ _ WALL_4NDCILVERT �\ HEATS WALL SYSTEM I .t SALAMANDER TUNNEL I CRO65Wr 8 FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT ° O 0 ❑ D O c D" PROPOSED6D• ACRE HIGH SCHOOL SITE p" TMPA6-zaB HORNELAND CORPORATION Q y 04h TMP46-,BD CRAFTON I CORPORATION / PROPOSED 7 ACRE ELEMENTARY SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-00-0181B0: HORNE LAND CORPORATION, a Virginia corporation Ann O. Haugh,Its President sa Date: >,-� F. -3.01 9 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: obt, , C. " Ann O. Haugh, Its President Date: P13t 2; AO / C% Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-01-018AO, 04600-00.00-01800, 04600-00.00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019114 WHEREAS,the application to amend the rollers that were approved with ZMA 2015-00007 for Tax Pp P Pp Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-00-019A2, 04600-00-00-01931, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS,ZMA 2018-11proposes: to amend Proffer Numbers 1 D 1 6 and 8 of the Proffers that were H, , approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road • p P Connection only if VDOT does not do so to reduce the value of the credit for in -kind contributions that are available t de Y to the developer, and to reduce the acreage of the hi school or institutional use site that the developer is required to p • 8 high p 9 dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § I8-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 20184 1. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P L Bt $ 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a time, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of sic to zero, as recorded below, at a meeting held on July 17, 2019, L Cl un!Yn Clerk, Board of County Sup i Isors Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019BI: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, �ge= By: AndreT#TtNrGimy, Its President Date: _ S Z3/2d raj BROOKS ILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: �Alm R. Tay or, is President Date: Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle Count included a connection from RioMills new Y II s Road to the e Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; n p y and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved the remainder of funding , P pP 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road' and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW THEREFORE BE IT RESOLVED that the Albemarle County p Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. 7 r Clerk, Board of CountoOpervisors Aye Nav Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y_ Ms. McKeel Y Ms. Palmer Y_ Mr. Randolph Y ICOTT/R. COLLIN' Lie. No. 035791 10/22/21 z O a kVi D, Z w O U) O z _1O Q in H Lu z w a1 W L9VJ r M M Z N C) N O N N W> LU ZJ _ Vl W L9 H Of zT_ WI LU D Ul w LU ZLr- � VJ LU J Of JQ 0 N N TI LU V / I 0— LU �1 J V) Q z_ w LL LL LL 0 I � 00 U 0 co I� 00 0M W w w JOB NO. 182150 SCALE N/A SHEET NO. IB NOT SCOTT R. LLINS'Z __ LiC. N0. 035791 / PROPOSEDTRAILHEADACCESSARE �He AT V-`•qRb ' C l PROPOSED ASHWOODBOULEVARDCONNECTION UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT - THORN y5 ?P y� �0 Z Z ~ � 10/22/21 Cl S SIONAL t F OR MORE INFORMATION ON REQUIRED BUFFER 9T C}' N LLI w E� PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO���~ a c�,�� p0 ` W ¢ CO ACCESS THE MULTI TRAILWA c i 90 SHwOOD a -USE O / W J LU 0 VOO C L9 _w o LAKES \ „SW` `-: 'I NEIGHBORHOOD C T \ 4 i I SITE Z x W ROUTE x9 IMPROVEMENT . ^ ^ 4 135- 00 < O P sp ` ~ _ SWM FACILITY # COUNTY OF 3 ' 'MIN. NATURAL BUFFER. o EMARLE p 3 ROPOSED PRIMITIVE TRAIL WITH - �� c \ R O M 00 7CLS q0 UI m � Z w Z U W ' CONNECTION TO FOREST LAKES ~ i ---� _ --a, P Q~ pSROAp rm J a U a Q IIl -- PROPOSED © / I' ALBEMARLE COUNTY -� RESERVED STEEP SLOPE O o _ ? PRIMITIVE 1 BLOCK i TRAILWAY 3 ) " (TYP.) QI o o N V z 0 � l ° Z v, o m n ,- - -. TRAILS (TYP.) VICINITY MAP: SCALE: 1" = 2000' h� DEVELOPMENT 1 ^w g o AN COURT 3' o O o ¢ GENERAL NOTES / AREA (TYP.) M I , - tj OWNERS: TMP 04600-o0-oo-oi8oc TMP04600-o0-oo-oi8Ao< > HAUGH, CHARLES R. & HAUGH, CHARLES R. & Lu E.J. OGLESBYJR, TRUSTEES ELIZABETH ANN OGLESBY H. z S.{OP - E D43S ! -. EPS R 1 ,', - I ' 1\ PARK ST 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22go1 CHARLOTTESVILLE, VA 22902 T.M. 46 - 188 y;, ✓ HORNE LAND CORPORATION OONN w ''^ _ _ ``" "'" / OPEN TMP o 6o0 o0 o0 of oo CROCK ETT CORPORATION w S °� '� _ S GO HAUGH&H LVIN z0 I i (TYp ) 435 PARK ST V) t •:.y __-" BLOCK zz - - PROPOSED CIVIC SPACE- CHARLOTTESVILLE, VA 22901 f7 Z C7 z E BLOCK so �. e I ti _- •',. BLOCK 1 - ' EASTERN POCKET PARK] G` (LOCATION TO BE DETERMINED Off'+ \ -- O ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 4555ECOND STREET SE, SUITE yoo w w U EXISTING Zoo -YEAR 4 .- _ WITH FINAL DEVELOPMENT PLAN) ..' --, CHARLOTTESVILLE, VA 22903 cc w tz w z _- FEMA FLOOOPLAIN (TYPJ \ _ -- " / M', 'X� ', I\\°o.,, \ __ _ '•,���' ��- -_, PROPOSED VEHICULAR -- ^- INTERCONNECTION ACCESS \/,,�y ENGINEER COLLINS ENGINEERING zoo GARRETT SUITEJ Z Q z ~ z O z O z ga BLOCK 9 PRO IVE _` -i °d CHARLOTTESVILLE, A x2go2 TESVIL E,VA 2 V Z O O g Z N \ - ^. \ p \ y I f,. T AY / - \ \' ': / �" TO THE MONTGOMERY o' MIN. NATURAL BUFFER H K (� F Z 2 Q O ROUTE z n \. _ \ e �. +. r r - ".: ) I' RIDGE NEIGHBORHOOD ' o TAX MAP &ZONING: 0 600-00-oo-oi800 0 600-00-oo-ozBAo 0 600-00-oo-oi oo i-r � u o o IMPROVEMENT .. PATHWAY .. .. ♦� a °i�/ , .d I i ti,:,: �,:.,� ' 9 .,.' Y OPEN / ' / �_ / O D.B. 73-4 PG. 690 D.B. 1333, PG. 450 D.B. 731, PG. 690 r"� � W � Q M S O O f O O z w � N o '--- 1' - _ -_ R PO ED CIVIC SPACE \'•, r" .'+', SPACE i ,.,, r r / ALBEMARLE COUNTY R-i RESIDENTIAL R-z RESIDENTIAL ZONE: R-i RESIDENTIAL W o E � w f .y I / „- _ � :w BLOCK is GREENWAY �. e 1 • „ '" ' .. ^•h \ �. /,, MANAGED STEEP SLOPE (TYP.) p RV- TOTAL PROJECT AREA: 04600-00-oo-oi800 - 42.55AC. z w a z w n z O U ROUTExg P„I >;, (TYP.) - 1 'H \ : '.',' / M �=�<. Op0 (I " ~\" ° ' 04600-oo-oo-oi8Ao - 27.29AC. g g z IMPROVEMENT ;_ ' ..` '• _ e _ "" GRETMP AY +,•� .. �" ----- � � - � BLOCKIB G E$ \ij ,O. _ 04600-00-oo-oigoo xo7.66 AC. o o 0 O SWM FACILITY#z II; PROPOSED 56BUFFER ^`. GREENWAY ".- - (TYP.) °_ ,,. �, ' PARK °+ \ `< y1 p°'ft ,o ��,ee , , c' : -� - r� _ `E'er O N��'a z oACTOTAL 77.S PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w N �ii cc w w Tii w U z ,,, AROUND VDOT STORMWATER- I MANAGEMENT POND ) -'' > + `` EXISTING ARCHAIC WOODLAND ;, ` °+ "-., - \ ` �`,� :. AREA TO BE PRESERVED ! DEVELOPMENT AREA (TYP.) - O TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2o15. g L9 ,CAMPSITE ,II ! <�- `\ / C� IV- J I ,< f f - F'� `$ "` +rim + d v ,:. +. BLOCK 16 � �„ �i- BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. p Ln co t•o ... ^'t DATUM: NAVD i 88 W C'7i IlkEXISTING zoo -YEAR \\." - � _Z� I'" v, F TREAM BUFFER (TYP. ° de e,,Ok\.. FLOODPLAIN (TYPJ ` ` - UTILITIES: COUNTY WATER AND SEWER CV TI ww BLOCK O _ ` / ,r c') /J FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID ioo Co28oD w in m °o \v c7 II PROPOSED RIGHT IN -RIGHT q z i �� ___ BLOCK 4 ° \' r v DATED FEBRUARY 20o IN ADDITIDN, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s e W INTERSECTION IMPROVEMENTS. w pt III SEE BROOKHILLTIAREPORT �a Z { .� �'� " 1 TRAFFICCIRCLEROUNDABOUTMAYI ��� / _ V I ALBEMARLE COUNTY ,'A....,,->- i ��-- PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 0 0 0 0 0 o FOR FURTHER DETAILS: '', MAIN STREET _ BE CONSTRUCTED AT THE �PRESERVEDSTEEP SLOPE � "'-, BLOCK %;;> f' `^ MONTGOMERYRIDGE Q 3 5 , NOTES: (V vi j BOULEVARD ENTRANCE •.-r•. 3 INTERSECTION OF MAIN STREET AND (TYp.) - i THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 NEIGHBORHOOD z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. Z OPEN ;j ,� f- - j} ` z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE (� Q SPACE i OPEN - - DETERMINED WITH THE SITE PLAN PROCESS. Z (N J (TYP. �e ' ) SPACE , ,,yy ; c T/ j 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH � (TYP.) BLOCK I ` ; tea. O ALBEMARLE COUNTY REQUIREMENTS- ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE W Q i 1 I EXISTING ioo-YEAR PROPOSED '` ���.../// OR FOREST LAKES. ^J ` Q W l '� FLOODPLAIN (TYP.) s.: a, RIM ITIVE o , A, Ry S THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI _I T.M. 46 - i8D' ( '� TRAILWAY �� O� D THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS CRAFTON CORPORATION _ _ I •, BLOCK 2 L DEVELOPMENTAREA O ,,\ I V SOP n O (�� Z �J TO THEFLOODPLAIN-_ J I ( BOUNDARY (TYP.) f�\D a 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN LLU > W c G j` I _ - _ , PROPOSED NEIGHBORHOOD CENTER i _ \ / ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE C U J 3 - - - (LOCATION TO BE DETERMINED I 1 ,'p BLOCK 1 IMITS OF PROPOSED REZONING _ Z L PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. Z �. LLI ~� J # I ® / WITH FINAL DEVELOPMENT PLAN.) •� _ _ _ -, \ _ — — — — _ ° of 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP Q U r--, I# PROPOSED zoo' BUFFER ALONG RT. x BLOCK • • s . � � �I � -" ' • ', ,,o. `" HISTORIC • `-� , ,. INUNDATION ELEVATION WILL BE PAT F THE FEDERAL EMERGENCY MANAGEMENT NUETY IONELEV O L R O G G SAFETY ACTION PLAN. � LLJ Z � J Q W 70' NATURAL LANDSCAPE BUFFER, &3o'LANDSCAPEBUFFER 4 ) ±ACRE _ �, BROOKHILLPARCEL BLOCKS �.-__BLOCKS �, ' \�� \ �` r f--� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN SEE THE CODE OF DEVELOPMENT FORADESCRIPTIONOFTHE C Ln J J z O ALBEMARLE COUNTY \ \\ ` LBEMAR •Y _ \�� AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA < C) NOTE:APROPOSEDMULTI-USE PATH APPROXIMATE LOCATION OF MARKER FOR THE r _ _ STEEP SLOPE {Z,,, -- -_ \ r -. S i - - GREENWAY - ��\S (TYP.) / / 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, J Q � J J IS PROPOSED BY VDOT ALONG THE " •� ROUTE FRONTAGE OF THIS ` HISTORIC BROOKHILL PROPERTY - , \ r — - (TYP.) i , _ ._) ° I\ YYY ) MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. z f-r L U 1 I --I z9 4 PROPERTY. PATHWAY TO BE u - - _ _ ` - - - � _ ---�,� , � PROPOSED zo' BUFFER �,. + ... � .% �) '. \ • ',, - /-- __ � 1 io. CONNECTION POINT(A)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A � o W I--' M W LOCATED WITHIN THE VDOT R/1N. '\ I '\ - .:�.',',y-; �.�^t.� j I LOCATION OF EXISTING ��,: 1' i') PEDESTRIANBICYLE ACCESS CONNECTION. (,/) O it ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q Ll.l O I, UNN CEMETERY TO \ w ab\:,.t BLOCK 19 DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ONTHE SITE. V Q G� REMAIN LOCK LINE (TYP.) ° + "fi NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND z J � U m I /(BLOCK 6 ALBEMARLE COUNTY. ' .a AND EROSION CONTROL MEASURES SHALL BE w ' LOCATED OUTSIDE OF THE PRESERVED SLOPES. • 3 [ GREENWAY PRESERVED SLOPES — I^ Q Ul U) o BLOCKS i 1 PRESERVED STEEP SLOPE i to 1° ROPERTY BOUNDARY (TYP.) L—� Z 1L Z J LU NOTE: AREA WITHIN THE zoo'BUFFER AND OUTSIDE THE EXISTING TREE O � 4 , .; ,� (TYP.) - k". ,' .^ L BLOCK % C'.' O., I �* � )` °°, °° - \_. � ® VEGETATIVE BUFFER 0 MANAGED SLOPES ®OPEN PACE O A l Q Q LLJ O LIMITS SHALL BE REPLANTED IN , \ EXISTINGioo-YEAR ;� ' / 1 �. ��r °°°11•� I I V � D_ ACCORDANCE WITH THEPLACES29 FORESTED BUFFER REQUIREMENTS I ��„ f EXI HOUSE DEVELOPMENT r'' FLOODPLAIN (TYP.) \" \`- -- i AREA (TYP.) LNG BROOKHILL' �, I OFi THCENTURY - TO REMAIN - •,,,e.•. _ - - •° ° •° WITH HOAAPPROVAL, A io'MULTI-USE PATH �N SHALL BE EXTENDED TO THE ENTRANCE OF _ -_ - 7 GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J J U� J F1 d Q M N NTSOFBROOKHILL \ �- MONTGOMERY RIDGE. THE HOA WILL NEED ✓r3 TOAPPROVETHETRAILANDEXECUTEALL = �a °°• BLOCKS �_ DEVELOPMENTAREA 1 �' \ BOUNDARY (TYP.)'� EASEMENT DOCUMENTS ALLOWING THE _ _ _"\ 1 L PARCEL WITHIN &THE19T ENCOMPASSING THENTSOKHILL HISTORIC HOUSE & THE i9TH CENTURY COMPONENTS OF Y EXISTING Zoo -YEAR l ° =1 �4 �^ ���"'UPLN1PR f /A CONSTRUCTION OF THE MULTI -USE PATH ON HOA PROPERTY. `l " o BROOKHILL o IJ L1J o FEMAFLOODPLAIN(TYPJ �F + 'PROPOSE zo' P D i _� PRIMITIVE TRAILWAY O i PACE "--^ MULTI PURPOSE TRAIL'; 5 io'MULTI-USE PATH TO BE CONSTRUCTED ALONG THE NORTH SIDE OF POLO GROUNDS ROAD Com O L.1_ Q�r\ LL Ur.. epartment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL (D FI)E �'�. ' ROPOSED PEDESTRIAN TUNNEL - v LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° O IMPROVED INTERSECTION AND STOPLIGHT.' :- e,a' FORK .' Ap roust _ c Supervisors 000o EXISTINGiooYRFLOODP FLOODPLAIN 0 N SEE BFORFURTHEIRDEPORT ° T rt� rl11j}I POLO - PROPOSED IMPROVEMENT TO ST,gTfRGROUNps SOVNNPR\vER Da} } ^" POLO GROUNDS ROAD FOR T643(D.BROAp($O) TURN LANES - SEE THE POLO R\vP ...... STREAMS JUNE 15, 2015 f•''• +--) s, ° 48� P 26 �_ --- GROUNDS ROADWAY - ann2f * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w -- IMPROVEMENTPLAN ALE APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE PROPOSED LOCATION OF CIVIC SPACEU U* F- U FOR SALAMANDER ROAD CROSSINGS TOBECOORDINATED POLO GROUNDS ROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- zoo o zoo a00 800 io' MULTI -USE PATH If — , w 0 � w _ SEE PROFFERS FOR FURTHER DETAILS 4.46 2CROCKETCORPORATION PROPOSED LOCATION OF HISTORIC MARKER a V) JOB NO. 182150 ' - i8C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. ( IN FEET) /*� SHEET 1 OF 1 _ SEE POLO GROUNDS ROADWAYIMPROVEMENTPLAN&TRAFFICTIA. 1 inch = 200 Pt. PROPOSED ELEMENTARY SCHOOL SITE \\\ .__. SCALE N. T. S. SHEET NO. 2 C 0 U L 0 0 U 0 E 0 a ai c r-� / / i HjRNR/ AY SCOTT R. LINSZ L) Lic. No. 035791,E 10/22/21 it Igvo .\ °�� �- o - / o BLOCK 13 _ \ o �;%� '\ \ Z I i, BLOCK 15 I o f o f \ \ ' A YAN COURT 3 i iEL \ / I I 1 0 In o > z %, rA 5 20200000a \ _ \ 011o \\ W INIALITSITE PLAN P / CC APPROVED-o3/o6/2ozo SDPzo200008z �( FINAL SITE PLAN - \\\ BLOCK 12 BLOCK 18 BLOCK 14rq _ Q N \1 N (i•( CD 6 o A \, - __• a 1\) \ _ 1 1 o „ ` o \ -� ,1 ,C 1 �UP2012500050. ` `-_ 1 _ 71 L9 lqr,- TFINAL SITE PLAN ♦`` -- --- ----_-I' \ APPROVED I 12/1 /zo18 ftftBLOCK 4C / e \ \ \ % ---- -_ LU ROAD PLAN f ' BLOCKoS ( UNDER REVIEW " -1 BLOCK 3 ) / N Sua2037-00117 I` I r � � � � woo� e BLOCK 1 I ` J � � � / o I� INITIAL SITE PLANRR I , i I I BLOCK z / Q SDPzol o00 8 I `\ 1 '-\ I A `J INITIAL SITE PLAN 1 . /' \ \' \/ _-__-_-\ % - W mod...:.. ° // APPROVED-02/21/202o ROAD PLAN e ° - 1 l\_ \ -- J (n U SDP202000035 B L ^ \ \ I \ 1c� 0 `� / � � 3L0 K A I FINAL SITE PLAN (UNDER REVIEW) - - - - - °° 1 \., ° ] al / - / `S F ��, - --\ I I w I --I OJ 11 SU62o18-oo=S // J \ _ Cz° �° _ -- iD 20l800050 UNDER REVIEW l01 000n �� o-/� F- m INIIIALSITEPLAN J NALSITEPLAN O J I• :.- 1_ _ _ APPROVED-o6oA81N201 il1l °APPROVED B K %12/17/2o18 SDP2o18000° a \V I o I / J Q FINAL SITE PLIN E \ LW L J \ / Y00LU o l ° BLOCK AREA SUMMARY ~ U � % O RO D L IN I �, BLOCK 19 I I e 1\ _ in _j cl� U) 0 0 (UNDER REVIEW) i BLOCK 6 0 / SUB201 -0011 I I $ Development VGreenspace/Amenities (ac) CO[Q \\\ Area Per Proposed Area (Roads, Proposed w J \ \ e ° Block Land Use District BrookhJl AreA Lots, Buildings, Development LU COD (AC) ( Parking lots) Per Area (AC) z M / \ o ° J 90002 ' I ' BLOCK I\ oo° \ \\ ° COD (AC) Civic/ Civic/ Greemmy Greemay Open Open Buffers Buffers Total Total � � FINAL SITE PLAN 7 ° \ _ Parks Parks q po Space Space q Greens ace Greeaspace //(/ \ o ° ° °°' Required Pro sed Required Provided \ ° ®yl Required Proposed Required Provided Required Proposed I I I APPROVED i � � v e I I If I ° 1 Ne'--hood Service Center 12 12 0 0 0 0 0 4/23/2ozo J +;$L� B`", �� H I eo ! 11 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 \ SDP201800054 - ' o 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 LU ' INITIAL SITE PLAN I 3A Urban Density 3.3 O ri APPROVED - 09/07/2o18 • vv 3B Urban Density 1.8 I I 5DP2019o0015 v \� 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 Q CO M x FINAL SITE PLAN �' 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 j l \ >1 R VI W 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 (� 4C Urban Density 6.58 - 2.31 1.46 0.85 C:) o° Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 t� N' Y I ,,, \ \ ( •A 0 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 ., 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 \ \ n STATEOLO CROUNDS- 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 a 4.56 a 3.82 13.1 12.96 RT.6.3 I Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98U H � ••••" 48i, p ,' 86 Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 w w '•••• LEGEND: �63) / 9 Neighborhood Density 9.6 1 6.8 0 1.8 0 2.8 4.6 _ 10 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 a PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 11 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 10B NO. (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS / 12 Neighborhood Density 6.7 5.7 1 0 3.2 I 0 4.2 182150 _� ARE UNDER REVIEW) GRAPHIC SCALE ' 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 all \ I 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 SCALE "•••••.... COMMERCIAL 200 0 too 200 a00 Isoo 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 (APPROVED FINAL SITE PLAN) ,.J PROPOSED RESIDENTIAL & COM rr r -------_,,,... /j S 16 Neighborhood Density 9.7 11.11 8.4 9.25 0 O 1.8 1.2 1.3 O.j 0 O.j 3.1 1.8 _ ....... ) 17 Neighborhood Density 15.8 1 .18 11.8 8.64 0 0.5 3.3 1.1 3.8 7.0 0.2 0.5 7.3 9.1 IN FEET PROPOSED RESIDENTIAL DEVELOPMENT I 18 Neighborhood Density 34.4 36.55 273 24-73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. ( ) I , (PROPOSED INITIAL SITE PLANS UNDER REVIEW 1 inch = 200 ft. 19 BrookhiaHouse Pamel 3.2 3.2 0 0 0 0 0 3 qqu III Total 223.9 168.8 10.3 53.6 28.8 16.0 108.7 1 1 ; 1 / I , 1 , 1 / I 1 ' 1 / I ' 1 ' / 1/ I 1 1 I, Ol N r�i L N Iaaa N ri m N Ma U U 2 rlul tl ulu II II I it = 0 3 w J N Co Q,' > \\�\\`�\\\\\\\\V\\\- \\�\ �� \' \\ \ \ \ , Il IIII rI 1111: / �/ II`IIIIII I I I f I \ \� / /' /' /' /� , /%/ / r I 11 i / / V A \V A\ / / Ill / l I 1 1 1 I �A ///�; ��. \ � � \ \ v I I11 / l I 1.1 II / A \\V A \ // / / //� �_� \ \\ '\VA\\VAVA I, AA V v v I I llll l/ll l//p� �l I I I I I / 1 1 A V � / _ /�II // I / // / / / ////// ///< , VA\ \V\ VAVA\A v � 1 V / I�I I III 1 A \ \ v vv v // / / / / / / / / /i // / I I 1 V AVA\�\\� VAVA�\ v v \ v //�//// // / I1 I I / / V A � \ v _ � � / /� /1 / ///� /% l I \ // / / 1 / / �/ / NTGOM Y SUBDI � �,-- A V 'vV v VA�v �� j /�///l//ll/lI� I�l , 1111j1 // // I I 11 v v vv `"�_-' //' / // _/ II l v v---' // I C VA\\ %A`VAVA A /�_ A �v v �� //I/�/ /�//// / /I II /II I I 1 I I �� v v -/ ////�II�// / ////' I \ ----// / /// / / '� v - ') \ \ \ �I \ . V A v V A A _ / / / / / / I \ v - - - / / / / / / V A v / / / / �i// // / - ROJECT BOUNDARY (TYP.) / �\ \\\ \V\\\ ��� A v / // / I II - // / / / v ) 1�\V�111 1 1 yvvo v / ///I //� / /I 11 / // / / I 1 \ -- /-- / / / / // / (% l \ v / /// // , / ///i /, �I 1 \vvA v V\ v BLOCK - / / // v / / / f 1 1 I / I) I - / ,-- / �//i/ /� �. j /l I A v A \ v-- -- /i/ / // / / / / r/ \11 I V \-///�/// ////, I I �/ / / / � / I \ v, �A - ----i I/ / / v / / / �. v �� IIII VA �V�\V // f//I I I III // 1_� - ///,/ I vv - //// / / // �v VI \ V �V f A \ VA 72 / // l�)./: / /// I 11 / / / 1 I '� �v '///// / / I �A vvv v— -_ �/ � / /�/ / / � � / '/ v v v V A v I / / 1/ / 1 I I I f // v vv - / / v v v v / / / / �\ / vAv — �� L p/ 1111/ ^ I I// // I I / / - - --, �/ // // // / d:" II I VA v v / // �/ / / / l� \ \ \ \ \ / I l I � II I / I I I 1 \ ( I / / L � \ - / � -EXISTING SANITARY SEWER ANDi/ / 1 / / 1� �\�\ \ - - / l / I I l \ yv ���� ��// / N111\\VA�VAV v v ---- �// / (I / I I I I _ / y / / t \ z v� l l / / / , / I 1 V \\ VA . A ., VA v /� / / / / / ) 1 /I I V A V A _ - V -' SANITA� SEWER EASEMENT i / �% VA VA vi 1 _ - _ -- - - A \ I / / ` �� v� v / �\ \ \ I \ I I / / _ \ � - EXISTING STING STREAM - - - \ / \ \ \w - o� / I I \ // % / I 1 4 \ \ \ \\ \ . - - / / / j i / / / / / �� \ \ \ \ \\ EXISTING STORM SEWER AND / v v VA l �� vh Y / / �� v \ _ _ ✓ Il \ _ _y am v v \ \ \ \�- / / A // I I II \ BLOCK \ — --� /, / \ \` _ — I ' , \ - � J , � / /) \\\ \ \ ) \ \ \ \ I / l 1 I \ \ \ \\ \ '\ \\ \ � - / - - x_ _ _ _ _ _ / // 7 / /- / ? \ \ \ ` \ �� ' - - - \ 1 DRAINAGE EASEMENT I \ / / \ i / h 1� \ \ \ \ / / / / \ \\\ - / , / \\ \ / \ \ I / / I I` \ \ \ \ \\ \14 \\\ � ' \ \_ _v \— — / � �� / - /\ \��T� \\a -- — �� ( XISTINGSTREAM -- ��. v / /- v v �A I// I \ I �1 1\ V A v V v v v v v v// --/ a, /" - vv :� \\ \\\J_- / I\\I I) I. \ \ \\\ \/ / I I \�\ \\\ \\ \\ \ \/ _, ----� \�9// /_,,, -`',. ;�... � � -- _ _ti' / \\ 11II\\ I l/ \\\ \`'J� I\II I \ \\ \ - I/\///�'I 1� 1 II IU I\ \\\\\\\\\\\\ \\\� %� _ _\___- _=�,- �� - —. �7-- i% %____ / \\\1I\I / / / �' --- --sac— )II/1 V %I ;i�. 'ti ,. A A /I / / �1 i > ,/ / - — " v V AA / // IIII \ \I A \ 1 \ \ LIMITS OF FEMA APPROVED / / - _ - - -- _ x _ / A _, / ° / - - / / / ! - // _«z-��, 30'LANDSCAPE/REFORESTED / % / /° / _ _ i _ / _ - / _ - - - - � - \ VA 1' BUFFER AREA 11 / - y ' �v v vA l v \ \ v v.& /%/ \ I I 1 I 1 v 100 YR FLOODPLAIN -' - � v � � % - � G v � � // / __ --fiw- - _ _ -/—_ — i / // / / o i // i /-- I / I / ` v� -�_ 11\ \V A / VA�v-// v I �- - �� / // / _ i // A v A v A /// / A \ - '� � 1A A \ v -v - - A� // //// 7� � ��-/ �/ - � �'� v v V / /// //� \\ \. - - \ \\(1, \ \N // / \\ \ \ \, - ;;� I`7 - - �__ / - \\ /1//`////7�-� -_] �� \\ \\\ \ ,- \ \ / / // \\\\\ 1 I\ \ \ 1 \ \ \ \ I� // -� 1j _ - � - , _ �\\ \ \\ \ \ \ / //� /0/ \ - / / / / i \ \/1 / l// / / � / - \ \ \ \ -\ / 1 1\ / / / .� \ \ \ \ t� �— / /// \/ II// /// // /// i i \ \\ \ \ / / / // 1 1� II E' / _? \ \% I I \\ G \ J // \ / 1. Ili?'> . '. \ \ \ \ `� _ wry ' /� _. J i � \ \ \\ ' /// 1 // / / / \ /\\ \\\\\\ \ \ � / / 1 1 \ \ / / \ \ \ l l l l I �i / / / \ 1 \ \ \\\ \ 1 / /III II� \\ ��3* \ \\ �/ •.F.. I 1 :.:..:. — mil' / / / / \ " \ III - \\ \ / U \ \ \ \ // / I T om- -`'� 7. `• sv:•.✓ 1 = i / T- '/ -EXISTING WETLANDS (TYI ) I I I I ( / / // / \ \ � - / /\ / \� \ \ \ \ / / /I )� ­� / \\ \ \ / \..I.�' - "' f — �. / / - - - - - \\ \ \ ALBEMARLE COUNTY - \ \ _ �,_ � / - /L� \ \ _ \ \/ I I 1\ . % \ _ \ ` / \ �r ii / % ��,:' . * /J r /y /�j / // / PROPOSED _ \ \\`~ \ \ / I / 1 1 1 i PRESERVED STEEP SLOPES / � ^ \ \ - - +� - - _� �/ - / / / / / //� I \ - \ \ \ \ III / I �� e� / -�, - ' i i' c �. - r / / / GREENWAY TYP. \ I - \ \ / / //// / j ) / \ - _ - - i _ I I / 1/ \ \\� _ J� / /, l -/ — „r' / '- /._ice l' ,� ✓l/ >' �• J _/ // / / / / / / \ \ _ ` — — — .�- — _` ' / I � \ . / // \ \ ,... �� / �• ° ors'• '/.'/. I •--"" / / / \ \\\_� //// /f (� / / / — — \ — _\ — _ / — — �i / / / / 11 w BLOCK ���— j / r � / / // I / ��`\ \ \ / // / , / / \ / 1 / / /— � — - -- 4 \ \ 4.. /_ _ �� -/ / , - ' �` �) III # / / / / -I`� \ - -- / / / �. \ v v A V A / C \ _ \ / v A 11 "I— 1 / / / _ ��/>�>-��� I(OA \ v/ V \ \ ./. i� �� ,/4/, °�°'' %1;'N// / �— "'°� vvv✓ ) �'� I l / // / / —�� � —�/ / % I ro/ �� 1 ® // � � _ / // /� / Vvv v I 1 I I /// / // � � � � / / \ \ Z W / �_ v v vAI 1 ,;;,:. [' ��� ,V� / / // // / �— \\ ; /� 1 I I I I / / / �// //— ��� —'`tom // / \\ vNv / )A���- � �� wV , -�A 'tj _ i -- -- - // / / , -v- - v / / /' // / /- -. ----- ---- - / i / �� _ � _ _ BLOCK _ _ / _ \---------- vN�vw vvv --= �� v / p — --- — / / \ — / K / \ \ \�--_ —_ _/v VAV Av a�. A / ., ;/, 11 // � ' // lVP 4s 1s6 ,-- — ' / �/ // / —' — — — ----- / _ �-mac-- �c( / N��CROCKNT7 CORPORATION _ / / — v vv'� J 1 / vv v \ V A \ V' \ \ l f I/ �I / / - \\ \\ — _— � \ \ \ \ o 1 1 / / DR 5346 P9' 256 i / — -) — / � /� / / / / — T ❑ v�vvvv V 1 A \ � ,l, I e � \ r _ /// A / // / I / -,\\,� x-, -v ) I 1 \ 1 1 \ I / T1 11 BLOCK t ` / / / _-_ / - / / I BUFFER AREA i \ 1 I \ \\ \ \ 0 I I \ I I p, / - - 30' LANDSCAPE/REFORESTED / vyvv \ a //// I I ,I �... �� \i 4 I� i6 �. n i ,e , ,row 1 � � , y� v� �� VAV I �� /I //I / /1 / / �/I II/ I V o \ .� 1\ \ \4 f y \ / / _ \ MONTG MERY RIDGE SUBDIVISIO v v�A\ \1v \� i /// I I I �y _ _ ) - vA ��/ 1 / / / / // 1 /l II �_ TMP 46-�988// / // // / � ✓ XIS NGLIMITSv\ \ 1 I / �/ / / / fl I (I E^ _ I / / V OF T_REELINE V \ ,' � )/I/ ))/I //// �_/ / / / / / // v f I V v � _ , / / // / �, \� \ / / / //� / v / / / / �� I / / / / BLOCK / /, I v 1 v v ` .- I I / /'/ .��� _ _ / \ I / SCOTT/R. (MLLINS'Z Lic. No. 035791,' A_ 10/22/21 ,4i I z O � I V) r vVi k m I 1 /' Z O Z Z 0 � J / / " V/ � w r_ z ce / _ LW�// li N w o N 0 N 0 /i// �/ ///\// \_ — _// // /` I ; - / ,.: -- 'I � y / / / ( _ — --_--- /' //'/ \ 11 \'"' \,, / I //// /// / — / / � r" �'I I / A I \ A > _ — — / �/ / / % / O /// %/ //Ir // \ / / ,I `/ - _ // \/ \\') ) I ( l \ 1 \ ` � / - --- _ ---/ /% //// \ \� y5� 91 I / Lu M // / / ////�/ \ - / / %� l 0 / / J ( \\ / / I11 /�// \\ / / / / // \ / ALBEMARLE COUNTY--- / \ \ ll// //// �// \ / / I --- o / p \, / I / i \\III I ( I 1 --/ - /.MANAGED STEEP SLOPES- // ///C l \ --- - I-� N IIh...... ," BLOCK —/_//_/// , y /, ' //— v, _/--' // — ��v _ — /// / v v v — V�w14 1 IIII VAI\I 3 //// /� / �� 1�00,//�/% /� s v �,' ,/ v\\I I�l l l \ \ -//�- ���_ "v — /" - V A \ v I, 0 J I \\ { \ 'I:\ _ - - , 0 \o o .; / / l / / / / / 1 \ \ / _ / �/ // � \ \ - - - - /i/ \ \ / ' / / GENERAL NOTES: Ill fl \ \ \ \r \ \ � � / /r'/i ' o o / BLOCKS 16 & 17 PRELIMINARY SUBDIVISION —\I IS I 1 \ \ -' - / / \ \ \ - _ - - -' / \ r/ 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 1/ \\�\\\\ \\ / \ = / //' // / o / O r PLAT CURRENTLY UNDER REVIEW ' / J_\ //)// I 1 \ \ � � — - / / / I " \\, \ - � _ - / ,' ' I 51003CO280D DATED FEBRUARY 4 2005. IN ADDITION A DAM BREACH 01 \ \\ \\\\�\ / � \ - , /// o / o �� / ROJECT BOUNDARY (TYP.) - - - - ' - - / / / \ \__ - - / / N � " _ Q I.� \ l/ 0 / „� ®R �m ®- �^ - ,/ / \ ` , - / / �// / , \ \\ INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA I p \\\\ / \� ��/ j / \/,;: 0 ' �/ \ - - - - // /�/� \ \ - - - \\ \ / 11 DAM WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 0) VA AVA \ \ \, / - - �� o o� `+ I / l I \ V A / / / // vv - / V 1 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. N \ \\\ \\\\ \ ( - 0 \ 0 �' I // II I II \ \ \ \ \ \ /' % / // // ///// \\ �_ - ,, / / 3. BEFORE BEGINNINGSITEWORK, CONTRACTOR SHALL INVESTIGATES I \, �\ \ \ \\\\ I, { ^ \�\ ,,� /% „ ' \ \ - - _ - - / / / / / / - - = - ` / % AND VERIFY THE EXISTENCE AN LOCATION OF UNDERGROUND UTILITIES, \\�� \\ ` \ '� ° \ ° / 1 / / _ � \ \ \ \ i / / /- / / / l - - - // _ _ �- - - I _ _ MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER CONSTRUCTION Q \ \ \\ \ \ �- I \ i \ \ \ I \/ I \\ \\ _ f% p \ ) / I \ Z \ \ \ \ � j / /// /// // - -/ // / I AFFECTING THE WORK. BEFORE CONSTRUCTION THE CONTRACTOR SHALL �) )// % \ \ �` - ' \ - / I // _ ,= - " / / I VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF O W � IL�� l / \ - - - \ \ /// n / �\ / , / � / // �1^ ! /, % \ \ \ \ - - j /// i r" \) I , , / CONNECTION OF SANITARY SEWER STORM SEWER AND WATER -SERVICE -i /// / X \ VA �� - // / , / / \ v - ��/ / / / //j- A / j %� // / // j7 - _ 1 \ \\ / , I - _ _ - - - / / / / � \ PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. -i j �j// // .1 / / // - �\ /I o % \ — / / /' ° \ / ° THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO > / / // / // V I I / o � `/ I I ALBEMARLE COUNTY- - // __ /i / /�i / �� v � PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE / U� / // j / ,l v V I \�� 0 '` % �� / - I I I \ PRESERVED STEEP SLOPES- - -� / / i i //i / - ti j PROJECT SITE. /// // // / / //// \ \ ° -. / ? f f I I I I \ \ - - - // / / / / / °�� / ROJECT BOUNDARY (TYP.) �< / I / / � / / / , - 4. CONTRACTOR SHALL VERIFY SIZE, TYPE &LOCATION OF EXISTING WATER / / // \ - G T �j / o - / , / LINES ON THE SITE. a ' o/ h� 1A / � / o / �� / / �: lA te- ' / ° I /��° +/ 0�� / o // / $ 1 �/ / / /0 J r- o _ , o / o>/71 �� / o I — -I � // / 10 0 f :::� \0 / '/// // /EXISTING STREAM �� - ."yam - -- / V 1I III � / � .�. � '/ a��l r, � � i���'' /-% I --,, ,�" � / TMP 46D-B ASSOCIATION �-' -� \ I \ 1 j l �- . / _11 // v / / / l/ - -- ,. MONTGOMERY RIDGE OWNERS A _____ — - - W Y /j/ l� I )! I I �: / /I �( � �i'' /i / P � , // / / � , - --/: //ii / DB 3433 PG 132 � - - \ - /i �� /��a � l/ BLOCK / / , // --- /// W '�2 //,'. / ��I�I III' _ \'. 'I // i% / i// V� _ -_i// -� I - 1 { f '. ,'�� / /// j �� / /////l/, ////� �: is :'�' i7 / � _ - r \ / - .. ", I / e / / / _ / PROPOSED(0" 2 / / / ///, � \. A 1 � / / / / / / 1 �II A ., / // / GREENWAY, TYP. I Y �. . / / // / / / // / / �I/I \ J - /// ' / / // / ul F: ��_ I II/I� / \ * -ii/ / l /// /// . // I \ \ I \\\ // If /" /j l/%// i X / / / � � / `, I / '///llllf - / /„ //,, //, / / W �9 ?� / I I \', l;l,l �, i,r /j %/ // //j j%�/ / F/ / l { i / / ,/ / l ALBEMARLE COUNTY / W - MATCHLINE SEE THIS SHEET . z o �o / / / / \ - V /,PRESERVED STEEP SLOPES a d p ,,, I .,. \ / /i o �\ IP ! /%//// //// d % // jj// LIMITS OF SUNNY \ / / I » ; ---�, 7// ////// / ///�/. //// ///// � / 1� s /,,I / / // / / / // / , - / i / \ , / % // / / /i/ / / \ \ \ \ \ \, , \ \ \\\ �� � \ , I / / / / / DAY BREACH f / / / f /� // / / � � \\\\\\\\�\�\\�\\\ \\\ \ T \l c \ �r r / ,///i/i// /// / /�/ / / \ / r °�/ /// . // / / / , // / e //// / // / / / 1/ / / / / /// / / I l l /' / / /i// / // , /� \\ \\ \\\ \ / I /// /////% /� /o// /// i. II 1 l / i / /////// /// // / / W \ \ \ \ \\ \\ \ \\ \ \ \ \ \ \ 1 / I I / // // // / / /' / / / I ( I \\ 30' LANDSCAPE/REFORESTED \ /\ / \ a, / / // / / /�/ / /// / //// // / // / / �� / l / �, i / / i // j/l/// /// /�j/f/// / // // \ \VV\VAV� V A V A \\ \ y /�j //////(� / /) V BUFFER AREA / / �' �� �` / // + // // // / / v v v� , v v i I/ 1 ///,/ // / mi v v vvv v V A 1 A \\ b � ,vv / // // /// / >v v1 />�/i///i /i/ 11 A y,. / / / __ //////////// / // /l /// / / l //" ./ / // / // /// / / // / /�/ // /%/ ////// /J// / //�//// / / Q vv �v vvv�VAVA V1 11A1�1V1 \�I / / / //.//� �. r �.1f, // ///// /. / //i/ /� // // /�_,X/ /� / // // w / // / /i// #� / // / / / CD v v \ \ 1 \ , I / > v /�'' r / // // / l/// /// / � i,/ /A /i/i//%/ C /j/ / �v� V .11 c / / // //PROPOSED /, / \ VA A \\ V AA�1 AT0A I I ,�� / / // ". �� �`; V / // //////�°// ll/ /// / XISTINGWETLANDS(TYP.) / //// / / � \ \ > / / // / /� y �� / / � �� /0 I / / \ � / // / / / / / / ' // / / / / /// // / , / / \ � / / / // /// 'GREENWAY TYP. / -� / \ \ / \ y , I. / ////// // / / / I 9 / / / / /// / / Q )O / // /r'/ / �/ / / / / / / / // // / \ \ CV \VA\ i, / 0 o //i////, \)l / /I //i / // -, // // //// / / /� �II I I \VAV 1 I� // J / // UI��IIf lam VA ;// // j/ / ' / / / / //// / /// i/i//////C/// j// I ( // / �- Cc, / / r v •� l 11 I' 1 l V Av A \ \ IV /��" \ �.0 / / // / /�/// ✓/ / / / // / / // / XISTING STREAM \ o I I� /. // a / //// `// yY /// ////i�//� // 1 V 0 // Ili11"A vvvv v �M�\46\�A,, (RPVISED) , o � v I .. ///� A/j 11////�// \� // /// /i/ j//i/ /i/ ./ - / V: / / /%�,> ... ._� g 1 \ V AVAA , vvv vv v \ V A Oo it/' \ ,: �i _ �. / ./ ///�/ // // % / //// / /// // , / / --/.%//i ,,��C11. � /�' / / / �. `$$� rjfII , A�\\ v VAAV AAA .':'':':':'. ' /// I I I V\ 1 v / / / / ° / / YT \\\V �� v v vA L�L�ZA T Y HAUCH / / /// /�/// ' , �, / , / // /// / /�� - /'�'/ - >� 0 / f.* ....... ��'I 1 q I �/ % / // / / / / / // // / / / /ii / / OALl c / � SiON \ \ � - d - `` 0 I l / \ \ \ \ \ � \ �i / / // \ ��/ �\ � / //// //// // T�// // / / / / / \>>\ � / �..... .. EXISTING WETLANDS \\\\ \ \\\ \\ I 9I 4'I o 0 I X , / / E / r \ \ \ \ I I �� 1 7 p \ �I 0 -1. / ALBEMARLECOUNTY /'////// / ' ///\ / / / / / ///%/j -' _ / /ii/ -_ - \ \ 1 -_\\ \ \ \ bB1 11 4 I 0 /..:I � I/" /// ////` / \ // / /i - PO "a �..�� lIIIIiii \ \ \\\\y\�(\\\ \ \\ a / /. > MATCHLINE -SEE THIS SHEET,- / / / / / / / / // // / - VO GROU 'o vi NjQNFBO \\��fl RS ASSOC1\ IY \C\ \ \ \ \ R PRESERVED STEEP SLOPES / II \ o ..�.� /// /// / / / , //ii GRAPHIC SCALE NDSROAD / / I I / 0 / //// // //// ` / / / / // / / //i i ARIABLE !4 i / I26.6 0 I 1y / / / 111////////// //////,//// /�� //// / / l //// / / / //////x//i °° ° s° °° °° y WIDTH) 1 - _� , v Y�V �- /)JI vvvvv't���� T ) / / / II III / 0 Ji 1 X / / / / // // / / (,. / / ,,, //////"\ //, / / // / / / > // ////////� /� U 1\ \ Y_ -LIMITS OF FEMA APPROVED \\\\ / ), 0° ry°_ ////j /////////// // /// / / /�/ //////// // / % \ \�i - TooYRFLOODPLAIN \\\ \\ \ I I I I /// /// / / / / / / i _ v -0 vvvv G / / / / / / / / / // ///\\��\ �f_l / / 1 I I / // // / / / / \ / / �/ / // / / _ = // \\0� 1\ 30' LANDSCAPE/REFORESTED r / °a \. / M� �/////////// //////// /////// // '/ / // / / / / / / / / /./ / ✓�/ //// ///// // ( IN FEET) / / \\ \�^., \ \ \ `� - ;,/ //,/ \ o I / , I/ //! /, ///, ./ / / / / / // \l�� / // / 1 .nch 100 ft. - // % \\ ` \� � � o �� o / ) / / / / /` / // j �� - _V _ �,/ // /� � , // // / / � - / A\VA�l\VV BUFFER AREA ��� � � I � � v \ o \l\I , ) / �, i. / // / // / / / // y////////// / / , / Q Lu Ln a - a a- Lu U) II 'O V / J Q z II (U V 1 z 00 III U W 0 m I- 4 Y O ca w t w w Ln JOB NO. 182150 SCALE 1Ir=100' SHEET NO. 4 0 PROPOSED DECK (12'Wx34'L) PROPOSED LOT LINE (TYP.) PROPOSED LOT LINE (TYP.) PROPOSED DECK (12'Wx14'L) ROPERTY BOUNDARY (TYP.) EXISTING PRESERVED STEEP SLOPES (TYP.)� EXISTING MANAGED STEEP SLOPES (TYP.) , , , , , 4 oe GRAPHIC SCALE 30 0 25 30 60 ( IN FEET ) 1 inch = 30 ft. Il SCOTT/R. C7�LLINS7 Lic. No. 035791 a 10/22/21 z O J V/ Z w =) o Ln O Z .a. O z > z w N W w Lr Cl? zm CY) N M N O LL® CA r N N LL i Lu J J_ > U) Lu IRE O Q U LLI Lu ul v) Lu U) J w C) C) U Q W Q m Q J Lu H1 cn z J Q Q a z F- LL O � Q CC) J rl U 0 m J r-i 0 00-01 cm W J r W o W x a U) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5 LOT LOT BUILDABLE 000 NUMBER AREA sf AREA sf / / \ 4000' 1 2,494 1,655 / / \ 4001, 2 1,810 1,414 / EXISTING STREAM (TYP.) \ 3 1,815 1,419 / 4 1,810 1,414 / 0001, 5 2,376 1,520 / \ 00010 6 2,357 1,503 \ 7 1786 1, 390 PROPOSED GREENWAY (TYP.) 8 1,790 1,394 I A 9 1,786 1,390 10 2,371 1,513 1 \01000, 11 ,1,4 •`r' `I' `i' `i "' i' `i `I' `I' \ > EXISTING PRESERVED 1 12 ,820 820 1,42424 \ 0000 STEEP SLOPES (TYP.) 13 1,829 1,433 w w w w / w w w .00e 14 1,828 1,432 Q 0000, 15 1,817 1,420 J � � / 16 2,500 1,612 w � w w w 1 � + w �\ 0000 18 1,876 1,480 s\\ 19 1,876 1,480 20 1,871 1,475 21 1,865 1,469 22 2,563 1,704 O \ 23 4,141 2,999 u, Z 24 3,235 2,695 w _ 25 3,213 2,673 y 26 3,215 2,675 7 p \ Ln Q o \ 27 4,450 3,230 d 28 4,575 3,348 ROPOSED CG-6 CURB (TYP.) 29 3,273 2,733 w 7 30 3,231 2,691 v \ PROPOSED S' CONCRETE SIDEWALK PROPERTY BOUNDARY (TYP.) 31 3,215 2,675 32 4,250 3,069 1\ PROPOSED 6' PLANTING STRIP \\ 33 4,254 3,073 PROPOSED STOP SIGN 34 3,220 2,685 LOT \\ I \ 36 4,024 2,894 \\ \ \\ \\ \ \\ LOT \ P.-.pROpOSEO' \C?, \\ ` 134 \ �\\ PROPOSED CG-li ENTRANCE (TYP.) BOUNDARY (TYP.) GRAPHIC SCALE 30 0 25 30 60 ( IN FEET ) 1 inch = 30 ft. SCOTT/R. C7�LLINS7 Lic. No. 035791 a 10/22/21 r4 N w o N � N O 2 Lr Cl? z� N M N O LL® Cy) N N LL i Lu z J J_ > U) Lu 0 Q U LL ' Y W inrn Lu co J w � Q Q Q U Q W Q m Q J Lu I -I cn z J Q Q z F- LL o � Q CC) J rl U O J m J h-I 2 0 O 0c m w J r n w O w 2 a N JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 000, X/ / / / 0000 / j / — /1i/ // // /�/� /-- Ix,/ // // / // NOTE: SLOPES GREATER THAN 3a SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION ROPOSEDGREENWAY(TYP.) SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. �AUN 0 IUN le0o, �- SCOTT/R. C7�LLINS7 Lic. No. 035791 a 10/22/21 \ Wr V \ \ ' / d / A 1 z W LJ W CONNECTION TO SANITARY SEWER \ Z m w w w w w PROPOSED WITH BLOCKS 16 & 17 4� \ / �A / O O / ROPOSED 8 PVC SANITARY SEWER OPOSE / \ \ P R D \ z "x8" TEE \ i / /� yi_ ✓ 4�6PROPOSED (i) 8�G.V. NITARY SEWER EASEMENT 41V / FBI \Lu �30��PROPERTY BOUNDARY (TYP.) li �T RFD 465 465 455 455 �SCOTT R. LINSZ C� Lic. No. 035791,'n TIE -INTO MAR 10 10/22/21 4 w/ BLOCK 16 & P o��`S'SIONAL E1' INTERSECTION OF MARCELLA ST w/ HALSE Ljj INTERSECTION O w/ HA p tz r Z w ca � o U) E p Z J (z) - 1 y O F_ EXISTING ^� > z w R / TIE-INW EXIS WITH (z) -1z li EXISTING N 10+00 10+So 11+00 11+50 12+00 12+50 13+00 w N Q N ROAD :G]CD i 16+oo 16+5o 17+00 17+50 18+00 18+50 19+00 MARCELLA STREET NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN CA ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE NOTES: I� SPECIFICATION 303.04 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. co 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM N NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & RUN AGGREGATE SIZE NO. 25 OR z6, AGGREGATE BASE SANITARY SEWER MUST BE PROVIDED. M Q MATERIAL SIZE z1A OR z1B, FLOWABLE FILL, OR CRUSHED d W GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR U) CRUSHER RUN AGGREGATE SIZE z5 AND z6, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. CNN N N � z v, 465 465 Lu LLJ J J J > w O L7 Ljj ~ uj �� o J z J Q J z_ U 1 W Y 0 U R 0 ' ul O W m � (16+ 7) z W J A.17+49) H J w O � p J VERITCAL GRAPHIC SCALE o 00 0 CN 5 0 2.5 5 10 20 w (IN FEET) 1i P 1 INCH = 5 FT. .W w p w d m HORIZONTAL GRAPHIC SCALE JOB NO. 50 0 25 50 100 200 182150 10+00 10+50 11+00 11+so 1z+00 1z+50 13+00 13+50 1y+00 1y+So 15+00 15+50 16+oo 16+50 SCALE 1 INCH FEET) FT. ROAD H : 1 _ 5' H: i - 50 SHEET NO. 9 ROAD REMOVE ELLASTREETCONSTRUCTED 17 YAVENUE INTERSECTION OFMARCELL STREET (STA.17+yg) w/ ROAD H (16+37) DEVELOPMENT -STA. 16+z7 y6o y6o EET (STA. 15+8y) PVI STA: 8+So.00 (30+56) PVI ELE 448�04 K:1 g.gz PVI STA: 16+o5.z5 LVC: 50.00 455 PVI EL V: 443�15 o a o � 455 K 2.50 v, �p vi o LVC: 10.00 + a FUTURE ROAD � � LOW PT. TA:16+o5.z5 � � GRADE (TYP.) � LOW PT ELEV: 443�zO u > `^ > m m -EXISTING GR DE (TYP.) � W w 450 �^�^ N N '^�^ N N 45p `Nw `Nw PROPOSED GRADE (TYP.) V m l-J W- / 445 m "' END OF MARCELLA STREET - PHA E A 445 ONSTRUCTION (1 +85) 0o z•oo i ' IN. PROPOSED VDOT STD. CD-1 3� PROPOSED TYPE A F LL VDOT STD CD-2 BLOW -OFF ASSEMBLY 44° TYP. PROPOSED FIREHYDRANT44° ASSEMBLY w/ 8"x6"TEE .1' PROPOSED 8"x8"TEE, TING 1z"x8"CROSS, & (1) - 8" G.V. " G.V., & (z) - 8" G.V. �" ROPOSED 8" CL. 5i DI WATERLINE 435 435 8"CL.S WATERLINE REMOVE BLOW -OFF ASSEMBLY& TIE -INTO 8" WATERLINE INSTALLED WITH BLOCK 16 & 17 DEVELOPMENT 43p 430 a ,�j m � Oa O Oa N � O ,mj tp � l0 ,n O � a � lD � W ^ W W W � z" NG PVI TA:1o+16.00 PVI ELEV: yyo.zz K� 3�33 VC: 10.00 45p LOW T. STA:1o+17.6 EXISTING GRADE (TYP.) 45p ° n IE-INTO ROAD G CONSTRUC ED w/ BLOCK � FUTURE ROAD �' 16 & 17 DEVELOPMENT- STA. 1o+ys � + � GRADE (TYP.) 445 > 'INTERSECTION OF 445 w ROPOSED GRADE (TYPJ/ � ROAD G (STA. 11+76) w/ ROAD H (STA. 10+00) 1.01% 44 o END OF R AD G - PHASE A 44 o IN. ONSTRUCTION (17+1y) .5 ROAD G (STA. 10+00) VDOT STD. CD-2 PROPOSED TYPE A LSEY AVENUE (zy+93) BLOW -OFF ASSEMBLY 435 PROPOSED 8"x8"TEE, 435 XISTING 1z"x8" TEE, \ LL & (1) - 8" G.V. G.V., & (1) - 8" G.V. TYP. \ \ PROPOSED FIRE HYDRANT 8" CL. 5z DI WATERLINE � \ ASSEMBLY w/ 8"x6"TEE 43p \ 430 HIGH PT STA: 13+8g.o3 PVI STA: 16+1 9�53 HIGH PT ELEV: 453�56 PVI ELEV: 445�75 PVI II 4+00000o K: z.5o PVI TA: 10+15.0o ELE� 5 LVC:1o.o0 PVI ELEV: 441�Sz K:1 .1z PVI STA:15+35.0o LOW PT. STA: 16+1g. 3 46o K; z,so EXISTING GRADE (TYP. PVI ELEV: 44 �44 460 LVC: z .00 10.00 °, \ LVC:95.0 ��LOWT °, LOW P .STA: 10+15.0 �°n ELEV:yy1.57��� �,�,��,�,�aNam r>� a..i.o��aON ONWWWW STA:1og1.8zu + a ar1Woo�oPVI + au4550o�PVIELEV:z.omvw�ww v> 455 °+ w ,°+ui K' 38' 1 ROPOSED GRADE (TYP.) �' � m � � w "� v � u LVC: 75 00 m � w W mm W � s'600 ai n' a PROPOSED AIR -RELEASE VALVE 45p ?t � � � 45p ; V � 3a0 INTERSECTION OF / CO w "� 46o It 46o a O EXISTING GRADE (TYP.) — — — _ _ 00 — —2 it 2m 00oo a ---�� 455 / / '+ � 0 rn Z 455 / 0)11 L~n o: + 00 t F- O a't a? 0 m 0 M 0 ° J/ i 2 Q >> v~ o ? z 450 = o N 0 m— W O N 't / — 45p O N N m - / PROPOSED GRADE (TYP. LL oToq a H a? 0 a F O N N O c Z Z G U7 — 445 O 0) 't 0 o N ° a, 1- / 445 o -tZ 0 xa2» PROPOSED YARD 44p 7FDRAIN CROSSING 8°OAP 45°h 6o�'F � 3 44p g6 / PROPOSED 8" DI 3.1' 435 WATERLINE CROSSING 3,8' 8'D�P g6% 2 G 435 / 262.39�F 430 8' DIP LF C 1,91% 430 i 168.8o / 425 / 425 420 420 N 0 M O1 It w n r� i O O 0 n N V1 W O1 ID O N °N° 6 00 M d 'tS f 3 d 1 1 3 vi t .t .t .t .t .t It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 M H-45 - M H-42 VERITCAL GRAPHIC SCALE 5 0 2.5 5 10 20 (IN FEET) I INCH = 5 FT. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 12" 1 TIE-IN TO INSTALLED w/ B 465 465 00 a EXISTING GRADE (TYP.) m _ � a � 46o 0 46o 00 00 t/ W M 00 It It H It _ M eo ° 't O m '� OmD m S F + In d M't0 455 = o 'tN00 + z 0 ALA Z Z EE z 455 It o m i O ^ NO c6 It o06 ar T M / ry S Z O 4SO 'L m O N.� 't lD + a .t O .t ? O / g z z PROPOSED GRADE (TYP.) 450 0 0 O M N / 00 °M't Z Z �tnE / O �2 � ry .. a-0 / =a�>> / L z z / 445 1 445 / PROPOSED STORM DIP / SEWER CROSSING 8 C io5.88�F 440 PROPOSED i 8" DI O�Q �g°�° 440 CROSSIN le/ 0.0 FWATERLINE 5:4' 1oV 435 a, Dip 32% 435 Oa 3 y1283 iF NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2iB, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. MH-42 STA:io+1o.85 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 9+50 10+00 MH-42 - MH-7 �COTT/R. MtrLLINS'Z Lic. No. 035791 n 10/22/21 c4 ��SIONAL E�Gti� z � J L Z co O O N Z J O Q HU.) ~ 5.z Lu W ce w ul z ti M M d) N M d- I N O Cn N N a LLI J J_ > 07 Lu H O a U I Lu Lu Lu U) W olf O O N Q Lu Q z a J a— Lu I --I Q z LL- 00 U 0 0o J I --I 0 0 00 Lu LL 0 Or- 0_ w Q Or - JOB NO. 182150 SCALE V:i"=5' H:i"=5o (IN FEET) 1 INCH = 50 FT. SHEET NO 10 WATEF 465 465 EXISTING GRADE (TYP.) x 46o x -D ---- 00 - oO10 ~� 0)0, 46o irO m0 -� -O -- O O Ln F 0 m STR:92 VDOT STD. DI-3B (L=8') Ln tD F ^ N It 00 O ' r > 'o a TP=45233 / 0 ^ > �^� M. M a� INV OUT: 447.00 TO goB m mm i >�aaH oola?O nz-0 455 -co>O cp t- F 11 azz-v~i rzz 455 F w II STR:826 VDOT STD. DI-3C (L=81) 0 � ^ a TP=446.42 "> a r INV IN: 44133 TO 86 ko a �� cq ROPOSED 8" DI INV IN: 438 43 TO 84 a > > WATERLINE CROSSING 450 INV OUT: 43833 TO 82 ,,, F z z z ROPOSED GRADE (TYP.) i.6' 445 440 435 - 15' RCP 117.83 LF @ 1.o6% 15" RCP o LF @ 1.12010 15" RCP 16.75 LF Qa 1.00% 445 Lis" RCP 34.4o LF Qa 1.89% 15" RCP 40.77 LF Qa 1I18% 440 �t f N Ln n 00 yMj ul Ol ,m S t S d Ln It S 0+00 0+50 1+00 1+50 2+00 2+50 STR-92- STR-82B [EXISTING GRADE (TYP.) 450 / 450 STR:96 VDOT STD. MH �''STR:g6B VDOT STD. DI-3B (L= TP=442.o8 TP=442.o8 INV IN: 435.02 TO 96B FINV IN: 438.00 TO YD-io INV IN: 43633 TO 98 INV OUT: 43533 TO 96 INV OUT: 434.41TO 94 445 440 440 PROPOSED GRADE (TYP.) 'ROPOSED 8" DI 'LINE CROSSING 1.1' 435 435 15" RCP 28.85 LF Qa 1.o6% 430 430 o It 0 I It It co a It 0+00 0+50 STR-96B - STR-96 1o') 465 .we STR:88 VDOT STD. MH TP=450.58 INV IN: 442.77 TO 88B INV IN: 444-42 TO go I NV OUT: 442.67 TO 86 465 GRADE (TYP.) O co r 3+00 460 STR:88B VDOT STD. DI-313 (L=io') TP=45o.50 INV OUT: 443.25 TO 88 455 450 450 PROPOSED 8" DI ROPOSED GRADE (TYP.) WATERLINE CROSSING 445 1.& 445 FRCP 440 40.91 LF Qa 1.17% 440 n 00 O 0+00 0+50 STR-88B - STR-88 435 STR:24B VDOT STD. DI-313 (L=8') 46o 46o STR:l02 VDOT STD. MH ° TP=447.67 TO 102 B T: 440.25 TO ioo io 455 PROPOSED GRADE (TYP.) r m 455 o I o, // STR:102B VDi m ° TP=447.50 11 71 a mmm 0O INV OUT: 440 O10 Ln 0 OOO F om^ 45 O m mNO vi -O m LNN44035 �„ FF F NM>-0co �m 45 OOm wMm 0 ^M� Poo no eo It 0 > O MM �t-0Ln F F n �p M .. �Z .t TtF 0� III� a lt Z O1 a? ?0 Lnrn /`?mMH a n 0»>445 z z/ ^ F z 445 o 'tZ z0 F % PROPOSES z z zWATERLIN 1' 440 440 PROPOSED 8" DI 115" WATERLINE CROSSING RCP ti: 41.o6 LF Qa 1.17% �7 435 RCP 15 435 6793 LF Ca 2.68% 32!55CLF Qa 1.23% 30" RCP 15" RCP LF ° 97% 61.89 LF @2.42% 11g.4 430 / 18" RCP 57.86 LF Qa i.00% 430 EXISTING GRADE (TYP.) 4�5 4�5 �n 0 N o H 01 11 a ,N,l m rl rn N o N 0 N1 H It H S H S N LOl1 M S V1 t .t d I S It 0+00 0+50 1+00 1+50 2+00 2+50 STR-102B - STR-24 TP=440.58 ROPOSED GRADE (TYP.) INV IN: 434.67 TO 24D INV IN: 436.o8 TO YD-g STR:24D VDOT STD. DI-3B (L=12') INV IN: 435.00 TO TP=440-92 INV OUT: 433.67TO 24 INV OUT: 435.00 TO 24B 445 445 440 440 435 435 15" RCP 30.98 LF Qe 1.07% 430 ' 430 XISTING 425 GRADE (TYIPJ 425 N O M ° t 0+00 0+50 STR-24D - STR-24B NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 3+00 3+50 STR:82 VDOT STD. DI-313 (L=8') TP=44633 EXISTING GRADE (TYP.j rINV IN: 438.02 TO 82B 455 I INV OUT: 437.92 TO 8o )T STD. DI-313 (L=io') 83 TO 102 8" DI CROSSING 455 STR:8o VDOT STD. DI-313 (L=6') STR:826 VDOT STD. DI-3C (L=8') TP=445.25 TP=446.42 INV IN: 437-52 TO 82 INV IN: 44133 TO 86 INV OUT: 437-42 TO 72B INV IN: 438-43 TO 84 450 INV OUT: 43833 TO 82 450 STR:72B VDOT STD. DI-3C (L=8') I / STR:84 VDOT STD. DI-3B (L=8') .75 )l TP=446.58 TP=443 INV IN:436.67TO8o / \ INV OUT: 439.o8 TO 82B INV IN: 432.27 TO 74 / INV IN: 437.14TO YD-7 INV OUT: 436.17 TO 72 445 / PROPOSED 8" DI PROPOSED 8" DI / WATERLINE CROSSING WATERLINE CROSSING PROPOSED GRADE (TYP.) 440 I I 12.4 � 9 440 15" RCP - - - Li5" RCP I 435 72 75 LF @ 1.03% 6o.gz LF @ 1.07% 435 15" RCP 15" RCP 27.92 LF Qa 1.11o/a 38.86 LF @ 1.03% PROPOSED SANITARY 430 SEWER CROSSING 430 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. rl ^ O1 n d N .. N L!1 M .t 0 l6 01 l6 It t6 �t d .t S d S 0+00 0+50 1+00 1+50 2+00 STR-84 - STR-72B VERITCAL GRAPHIC SCALE 0 2.5 5 10 (IN FEET) 1 INCH = 5 FT. HORIZONTAL GRAPHIC SCALE (IN FEET) 1 INCH = 50 FT. �COTT/R. MtrLLINS'Z Lic. No. 035791 n SS10/22/21 ``c4 o� IONAL 1001 z FQ J 3 r Ln co Z � 0 N O Z Q 0 y F ^> z LuU) ` cl� W ce N w CD N Q N 0 CD O ti M co Cn N co i uu N O N N > Ld � J ® J_ U) W H 0 e Q U W' Lu ul U) F- z LLu �U/ U) J w olf 0 JQ O O N u Q Lu z J 0- L1J Lu J LL u') C)r J Q z_ >w LL Lu 00 U OI--- 0 Ln W J 0 0 00 Rn 0 JOB NO. 182150 SCALE V:i"=5' H: i" = 5o' SHEET NO. 11 � T.OF 455 455 / CE,ZBi FUTURE ROAD GRADE 450 / 450 CE=s64'� T� S� HT� HT. O� -EYE=3�5' / / 445 HT. OF ' 445 OBJ.=3�5 / / / ROPOSED GRADE (TYP.) 440 / 440 EXISTING GRADE (TYP.) 435 435 00 � O ^ Ol � N O � �T RFD 46o 46o 46o 46o �SCOTT R. LINSZ U Lic. No. 035791,1:- �� 10/22/21 c4 oIONAL E�Oti z FQ J 3 Z Lnon on O o z O H z ,A L z V/ w ui 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 ROAD H & MARCELLA STREET INTERSECTION SIGHT DISTANCE N w o N Q N 0 N O n_ dD 0+00 0+ 0 1+00 1+ 0 2+00 2+ O +00 + O +00 + O +00 + 0 6+oo 6+ 0 5 5 5 3 3 5 4 4 5 5 5 5 5 � M FUTURE BLOCK 18 ENTRANCE & HALSEY AVE SIGHT DISTANCE PROFILE co N Q co d W 46o 46o N Q O = N N uu > Q L J W J > w W ~ O AO J w Q U z z U L1 � 111 W Y o U ul O � � J W m W J (� _ J W O p J � CO VERITCAL GRAPHIC SCALE O O N 5 0 2.5 5 10 20 (IN FEET) w J 1 INCH = 5 FT. W O w d � HORIZONTAL GRAPHIC SCALE JOB NO. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+50 5+00 5+so 6+oo 6+5o 1 821 50 50 0 25 50 100 200 MARCELLA STREET (EAST) & HALSEY AVENUE INTERSECTION SIGHT DISTANCE SCALE (IN FEET) V: 1" = 5' 1 INCH = 50 FT. H: 1" = 5o' SHEET NO. 12 455 � 455 HT. OF � �GHTDIS � ONCE=335� \ \� 450 oBJ.=3.5' 450 ROPOSED GRADE (TYP.) � SIGHT LINE HT. OF 445 445 440 440 \� EXISTING GRADE (TYP.) \ 435 \ 435 430 � 430 � HT. OF � OBJ.=3. ' \ FUTUREROAD GRADE 4z5 � 4z5 4zo \ 4zo In n O � •i O O ri O O O vl O •i l0 � ul � N � 00 N M W M n m O n n '� Ql n M a 01 Vl a Ol 111 O � l0 O � l0 O � l0 � ,t1 00 ,y � a a � M n N a N Ol � W ^ OJ � �} � a � .+ � a � a � a � a � a � a � a � 1 � m m M � M � / 455 455 / HT. OF OBJ.=3. ' 450 \S�P�C��3 450 / S\GNP i i 445 SIGHT LINE 445 / HT. OF / / EYE=3.5' 44 0 / 440 435 XISTING GRADE (TYP.) 435 / / PROPOSED GRADE,( YP.) 430 430 / 4z5 / 4z5 HT. OF OBJ.=3.5' �� - ----' / 4zo 4zo 0o a o Ol `^ N O � oo ^'' M � w l!� � ap Ol '^ m a N � a � N M `^ o l!1 � o N a0 M O N rl M N f M� N a N N N N � O M � M M rl •i a � r � M� � W � O � O � � a N s a N s a N s a N s a M s a M s a M s a a s a a s �t a a a s a s a s a s GENERAL CONSTRUCTION NOTES FOR STREETS• 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLET70N OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCAT70N AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECT70NS ARE INSTALLED, ALL RESIDEN7AL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13.A VIDEO CAMERA INSPECTI0N IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC7ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT GENERAL ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCT70N METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFACT70N OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS; EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDI77ONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WI7H THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA7ONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADAT70N FOR TYPE I, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLAT7ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS; THE PUGMILL REQUIREMENT WILL APPLY. ALBEAfARLE CDUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICAT70NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). STEEL BOLLARD DETAIL 11�rIxLYA7TA4 3/1G' STEEL PLATE WELDED TO P05T & GROUND SMOOTH 2-1/2' DIA- GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLO O I 3/4' DIA. W STEEL PIN / HEAtl O /8' DIA- HOLE FOR LOCK LOCK FINISH SURFACE 3' DIA. GALVANIZED STEEL PIPE SLEEVE I p CPAINT A50VE GROUND PORTION SAME AS POST) a CONCRETE FOOTING 3/1G' STEEL PLATE WELDED �- TO SLEEVE 12' NOTE: DRILL A 13/1G' DIA. HOLE THRU BOTH THE P05T AND SLEEVE FOR PIN PLACEMENT. Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp ROAD G 869 2 889 4 4 14.35 SM-9.5 2 2.25 BM-25 4 2.25 21A 4 0.6 15.90 ROAD H 242 2 262 4 4 10.10 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 10.6 12.53 MARCELLA ST 505 2 525 4 4 12.51 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 10.6 12.53 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. ACTUAL PAVEMENT DESIGN SHALL BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. CBRS SHALL BE PERFORMED DURING CONSTRUCTION AND THE INFORMATION PROVIDED TO THE DESIGN ENGINEER TO CONFIRM THE PAVEMENT DESIGN FOR THE DEVELOPMENT. 7/4": STRIP) 7/4':EL STRIP) L/4":3' ' TRAVEL LANE) JIL ( NTOF FINISXEIGRADp 33g (TRAVEL LANE) GUTTER) 09'F/C-F/C 54 RAW RAN TYPICAL STREET SECTION - 54' PUBLIC ROAD R/r (ROAD C & I) 25 MPH DESIGN SPEED (scAra' r•=s (PoiOF FINISHED, GRADE) 7/4�T 0.5 I 5 10EEO IDS & (TRAVELLANE) TRAVEL LANE) CTI rcuF,nfRI 2y'F/C-F/C WnM)I 49'RJIAI TYPICAL STREET SECTION - 49 ' PUBLIC ROAD R/I (ROAD H) 25 MPH DESIGN SPEED /SCALEP•=5 f L/4':EL STRIP)LATIN UTTES'T�ON SREEr� (TRAVELLMEI STRIP( II IGUTTERI PARKING( JL (POINTOF FINISXEIGRADIS 314i STRIP) STRIP) NOTE: NO ON -STREET PARKING ALONG ROADWAY 7/4':" NOTE: NO ON -STREET PARKING ALONG ROADWAY 20 CG-G zT') 6' Iry TRAVEL LANE) CWGS (PLAnrISTRIp1 GUTTER) 30'F/C-F/C 55' R/W-R/Y4 TYPICAL STREET SECTION - 55' PUBLIC ROAD R/ (ROAD H W/ ON -STREET PARffINCJ 25 MPH DESIGN SPEED /SCALE'' P'=5 f PROPOSED STATE MAINTAINED ROADS: NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. x ED'BE MiI C l E. LINTS OF PTO. LIMITS OF FED. ACCESS ROUTE® ACCESS RWIEM LMAVED SPAGE: NON-TRAVERYBLE � UNK.WG TALE EMf RANGE l LIMTS OF PTO. LINKS OF PTO. NON-TRAVERRMLE = CE55 ROUTE® KCEBS flWTE® PEDESTRIAN ACCESS ROUTE DETAIL WITH 6 WITHOUT UNPAVED SPACE KgrIWR NCxi-CUR-WAY Is RE NEO IP TIE LIMITS CE PE9ESTIM ACCESS EXNTE EXIENO BEYOND A y EXISWNG M PROPOSED VDOT RI T-OR WAY. Ij PEDESTRIAN ACCESS FIGURES PROVIDE A CONTIMOUB UNOBSTRTED $TABLE FPY MO sLP RESIST .E PATH CONNEEING A1'JICESSIBLE EKYENLS Cf A 04.4 s4e� FACILITY THAT CM BE ME BO T0B1d5�MACCESNSTFOcF"TOKM 0CURB. MINIMUM SiOOREs SECTION F-F HALF PLAN W IF PEDESTRIM =5E "RAM LE EENG PROVIpEO, A MNMUM a' TRAVERS LE WITH ''.p 5 REWIRE) WITH A MM. RK CROSS MORE. 'I^y NE] USED INNTH LGEJ LN TIONI TNiS� E.I OR IB �0 BE M FAC TO MATCH TE PM M°LO MOUNTABLE CURB WEIGURATICN. q'b 44p'e �- NORMAL CUTTER ® .I;. .:. SECTION E-E : - .1;. .I:. •>... La. ,p =45^. MOX ro 10x WINCE I,r-3';N e4e a ey4A 714 'A44$¢$4'e.i.•�4 ILL CLASS Al IX.E.S.I LONG. B- AYM. BASE TYPE 2 BITE ]1B y-G' ® POINT CP W/CE CHANGE SIX MM SLOPE 5'-0' FOR CUB AND GUTTER ONLY E L K CURB AND TT FOR 2W CPICWRENTLY K K U x MAXIMUM INCREASE IN MORE AT MNMUM 10' INTERVALS o e 4e¢g4o4 e45 SECTION C-C MAXIMUM KKK ezAwDCREORWEEDORST M FIIN o DECREASE FSIC'CEENG MNNW INTAL ERVALS SECTION D-D BW61GTpN NE A N E STANDARD ENTRANCE GUTTER �VO� REAL) AND BUDGE STANDARDS II IH GATE SxFEi 1 OFF 50R VIRGINIA DEPARTMENT OF TRASPGRTATUH E/15 xp3A1 NOTEI WHEN A PEDESTRIAN ACCESS MUTE CL ' CRDSSES A COMMERCIAL ENTRANCE THE CROSS SLOPE SXNL E fX FOR A MOTH OF 5 FEET. Al =STREET APPROACHSE SURFACING GENERAL NOTES (PALMS TO BE A5 M MRHLNE ROADWAY (SEE ANTE 3) AS 9MONN °X IL. To BE WHEN USED N CONANCION WITH STANDARD CG-3 OR FACE ON THIS STANDARDB 10 SHO N °N PLANSES ( E MA9 pE TO�MATCH E MOUNTABLEB COQ OR M-6 CONFIGURATION. _ _ _ / 3. SEE STANDARD WE CG-12 PER OEM RAMP DOER SMEwNK uME WIN THIS STANDARD. L (SCEWAK _ _ _ _ SEE - NOTE 51 I CpTIONAL UAAVEO SPACE 3. MYIUE PAVCYCur SHAM RE COlSrsumEO TO THE NA'R R/N UE (EXCEPT MY KBIGRAGE STMLI7ATION __ -- et--- REWED FOR ANNUAL PAVEMENT Wltx CAN BE EXPANSION WITTED IN THE ENTRANCE.] MINTH JOINT LOW 4. RKUL CURB OR COMBINATION CURB MD GUTTER -- HIE: WNIX "R" £'-0" d M W YNAIE ROIOWAY SHAM HOT E COxsTRuNIEL BEYOND THE FOR LIE FXCEPT FOR ERKEYENT PLRPoSES. sxOwx ON TYPICAL sscrON. ArO PLAN V VIEW ENTRANCE NOTES S. WEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE ANTICIPATED THROW REQUIREMENTS OF ANTICIPATED HEAVY MUCK MANI ROADWAY BLOW £1'PARABOLIC CURVE (ENTRANCE OKY) TRAFFIC, THE FOR SIDEWALK Y CURB RINGS NTIN THE LIMITS L£ THE RMIISIpUED BE PAVEMENT OR EDGE CF ROW CPTp"A WE W£YAl(- D GRADE CHANCE p INCREASED TO 7 SEE EG LK S. PLUS NE TO INDICATE WHEN CONSTRUCTION OF A FLOW NtlIINE g0/➢WAY SEE[ _LATE TI REWIRED i0 PROVIDE POSITIVE DRAINAGE ACROSS LINE THE TIE ENTRANCE. WE MAX. D ® 7, THE DESIR/$E ADM MNU" 9.ENTRANCE °CNMCES GRACE CrvMGE D D" AND METED A IN THE ALLOWABLE ENTRANCE GRACE TABLE. THESE VALES ARE NOT APPLICABLE TO STREET CONNECTIONS. YM 'A'MNNJN FUi cWWRWA MrRMCE INTERSECTION T TI NOTES N B. WEN COTT IS USED FOR STREET CONECIIONS THE ACCORDANCE CONSTRUCT GRACE CHANGES WITH A PMAA'YD CURVE. CWECTON MGrO POLICY MEET BE DEWNED IN WITH AND THE APIP EE REwI-- T. OF THE VOOT ROAD DESIGN INN IIJLLNNG STOFPINE SECTION A - A EIGHT p6TMCE AND K VALUE REWIREENTS. 9, OPTIMAL FLOWLE MAT WE'RE WMR"G OF A y .'7r OF GUTTER r0 PROVIDE PO9IInE DRAINAGE UTTER TOOT. R MRTIO THE ACROSS IIIT_IIIQ ALLOWABLE ENTRANCE GRADE CHANGES / •. -- CLM9 AT l? IN E.S.1 / - COIpREE SECTION C-C ENTRANCE V0.VAE LRKE LHM E DESIRABLE MMNM xpx MORE ixM 1500 VPO 05 3x MECUM 500-1500 VPD 53% SX LOW I LESS TWA SCO vPD sex ex NOTE: A EGWAB1E ENTRANCE GRADE !ABLE B NOT APPLICABLE TO STREET CONNECTIONS WEGFICATION I1Y/�T REFERENCE METHOD OF TREATMENT ROM AND SINGLE STADMDS ms (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) k;-- DATE SHEET 1 of I VIRGINIA DEPARTMENT OF TRANSPORTATION BID', Z03,09 TRIP GENERATION MAP SCALE = 111=100' TRIP GENERATION CALCULATIONS BLOCK 18 - PHASE Al ' TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 36 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220) 21 ADT: 264 VPD i 2 ENTER 132 EXIT __ AM PEAK: 17 VPH ENTER/ 13 EXIT 0!� PM PEAK: 20 VPH (13 ENTER/ 7 EXIT) - \ S o� / 1 I ll SCOTT/R. CD•LLINSIZ I� Lic. No. 035791,1 p 10/22/21 `g41 �/ \ i / T I,C / D1 Of Z W ED o Ln J OXS \API I O z a F z H Ul ~ / II j z F (� w L �W M NTGOM&Y RI (DGE ROAD r I I 1 ELOIQUkT r, N w O \ \ SIDEWALK)'/ `\ \\\ \, f' PROPOSED SM-9.5A SURFACE COURSE PROPOSED BM-25 INTERMEDIATE COURSE PROPOSED 22-A COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE o.S" TO u.5'I IFOR EE PAVEMENT CHART DEPTH OF EACH AVEMENTCOURSE ASPHALT PAVING - PROPOSED PUBLIC/PRI VA TE ROADS NO SCALE (VARIABLE WIDTH) 4" CONCRETE NOTE: 3,000 PSI AT 28 DAYS OR STRONGER \-4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE CG-12 MEN: COMMENTS OF CURB RAMPS CONSIST OF TIE FKLON"F NOBLAUDp CEMENT SIpEWMI( (DEPTH N INMATE. AREA IN SCUMS Y.YOSI GENERAL NOTES: CMIB WNEH REWIRED (CG4 Ox CG-3 IN LINEAR FEET) KIMMEL WAR„NO SUNFKE LANKA„SQUARE YARDS, I. THE DETECTABLE WARNING SHALL BE MERITED BY TRUNCATED °OM•.S. EACH OF TIE MOVE ITEM IS A SEPARATE PAY ITEM AND SHARED E SIWMNED FOR EACH CUM. QR RAP. S. ALL DETECTABLE WABIMC SURFACE PRODUCTS GIMLL MEET THE EWEYENTB CEWkR OF SECTION 504 OF THE SPECIFICATIONS FOR W-12 DETECTABLE WAR! SURFACE. DETECTABLE WMM'G SLAKE PRODUCTS USED SHALL E FPoY THE MATERIALS a,l MM RUMP 1311 NA% 3. APPROVED PRODUCT LIST NUMBER 72. SLOPING DOES OF CMB AMP MAY BE POURED WHIOL 1CALY WITH RAMP FLOOR OR BY UyN REN155'BLE CONSTRUCTION JOINT WITH REQUIRED LAW 4' 4. BECOME BMs NE To E NO.5 X B" PLACED TCENTER TO CENTER ALONG BOTH WES OF Tx[.RMR FLONI.MD-0EPTX OF RINP FLOOR. MINIMUM B MAX COW ER COVER 1 Ip•1 5. ROKWAY CUB / COMB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAPS MVE INCLUDED IN PAYMENT FOR CURB / CUM MO GUTTER. PERPENDICULAR E CUB RAPS ARE RECUED FOR SIDEWKNS AND SHARED USE PATHS. THE MOTH OF THE CURB RAMP SHALL NAICX SIDEWALK NOTn. WHEN CURB MRS ARE USED N CONJUNCTION F"T'A N TTI NEW USE PATH SHARED USE PATH, THE MNMUM MOTH SHALL BE THE MOTH S�L t✓�y 7. DETECTABLE *JAMEB SHALL EXTEND THE FULL MOTH OF THE wRB PUMP LAMING FLOOR. R T 0 ��1����N�4��V����I.NN B. CUB RMPS WILL E METALED MO LOCATED WITHIN PEDESTRIAN CR°SSYKKS O=1 MAft ' K SHOWN IXi PLUS OR K ORECTED BY ME MONEER. CURB RAPS SHOULD INNEETBE LOCATE0 BEHIND WOOL STOP LINES, LIGHT POLES• FIRE HVDFMTS.OROP TYPE B 9, RAPS MAY BE PLACED ON RA Ik OR TANI SECTIONS PROVCED THAT PARALLEL THE GORE Is PEALED NTNx THE OF THE AK AND 'x'Y E KOK THEUNITSC THAT THE 301E AT THE LONIEEKXI OF THE CURB OFENNG IS OPENING IS PERPENDICULAR ERETO T GUN, Y Va'Y Yr+'gg er 'Y:'iW tl�;3 10. iA$E WMNNG SURFACE PMfLS SnM1 BE INSTALLED IWBn WIN DETECTABLE I:i h' 1- RNAI It ME BAa( CE CURB. NEE CURB RAMPS MMMCT A RKUL SECTION OF CURB AT ENTRANCES OR STREET CONNECTION ME DETECTABLE WAGON SURFACE SHALL HAVE IS'' uK ;�\rB� BRAN W MT^\ A IKTORY RNIUS OR BE FIELD-MODIRW K RECOMMENDED BY TE NIO p1.07EFOR METHOR To DS THE IINaIi'K•t ILOU DETECTABLE W WARNINGS ON A GRAOu6Us, Mq A AT Y , 2 HIGHER THAN EDGE OF PAVEMENT Al X.W. SAME M TOP OF CURB TYPE C PARALLEL I4 PERPENDICULAR TRUNCATED OWE .B"-z.a" c-c O 000 L 60000 Oo 00000 00000 0000 ooa ooa°D°oD 0oa 00 LANDING NOW H To D 00000000000000 oe O o O oe o o p O o EF aO 000°°° 000000000 x-III OF BASS PIABETER A� D O O D O D o 00 o 00000 -DETECTIBLE WABID AT BACK OF OEM "-t Y' VMUdE PULL WDTx OF RAW FLOUR ME MUTE R. a DETECTABLE WARNING TRUNCATED DOME PAT L INSTALLED ON A RADIUS DETAIL DETECTABLEE WARNING DETAIL �V WT A COPY OF IN ORINNA SEALED AND SIGNED GROWING IS CB FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND MINE STANDIB CG-12 DETECTABLE WARNING SURFACE REEPRNIX SHEET 1 DE 5 WINNER DATE (GENERAL NOTES) 0.Eoi PO4.p1 04/IR VIRGINAL DEPARTMENT OF TRANSPORTATION SM NOTE: 2. BASE COURSE -VDOT #2D.A OR #2D.B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS. 2. INTERMEDIATE BASE COURSE MAY BE A 2" BINDER COURSE- SEE PAVEMENT CHART FOR SPECIFIC ROADS TOP OF 4" 2" R NOTE: VDOT #57, #68, OR #78 CURB STONE BASE UNDER CURB& CHECKED BY VDOT PRIOR TO PARVING AND/OR BACKFILLING a 6' 13" a a. H a V 1 6- 2• 1 STANDARD CG-6 CURB & GUTTER NO SCALE M 12 A •5 DOWELS IIILONGPER! ME AT IR" CC ]^•N ED JpXIiRUCTIOX N n5 MAX -F 5 IW. IS B� 13:1 MAX L WITH BUFFER STRIP RAMP y-J RAMP ITE TABLE) (WE TABLED, iR AMSrtpN OTTER PAN SLIT=E L/ i0 YNI THROUGH RAMP -KNEEL S'MI M MAN: DUrTER P'W SLOPE 111 TO 20:I THROUGH RAID LENGTH GUTTER PAN MANMUN SLOPE BET AM SHAPE SHAG TO MATCH FACE WrtHOUT BUFFER STRIP OF :OKWAY CUM BACK OF CURB 200 ae:1M EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT E'YN ar en 4u. SECTION A -A L. •bI4A. DETECTIBLE WANING SUEKE IMPOSSIBLE LAW CGSTRICTUN y.4X R NT X J CROSSWALKCRAGS SECTION B-B GIFURS NOTES ONE DIRECTION ONE DIRECTION S 1, FOR GENERAL NOTES ON THE DETECTABLE NAMING SURFACE,TRIP WITH BUFFER SEE FOR 1CT S. ER STRIP WITHOUT BUFF P. THE E FORMED THE OF A PMLALLEL FOUR IS UNITED TO 15 FEET. EGESs LXE SLOPE.UPE. ]. RBETTER PM SHI BE A MAXIMUM SLOPE OF 201 AT THE RMP OPENING. 4. °IALd1A PLACEMENT IS NOT PERMITTED. = TYPE B PARALLEL APPLICATION ROADWAY GRACEMINMUMPAP LENGTH INPERCENTINFEO1 5 7 2 5 5 Q68 L CN°55W'LLK-BE WALK � �yQC"We CONCRETE "K l.O'r CR055W.W( �4 TWO DIRECTIONS SMALLER RADA TWO DIRECTIONS LARGER RADI WITHOUT BUFFER STRIP WITH BUFFER STRIP XV WT A COPY OF NE ORGINA SEALED AND SPED DRAWING IS ON PILE N lxE CENTRAL Of:ICE BPEGFICATpx PoAD AND BRIDGE STAND CG-12 DETECTABLE WARNING SURFACE E EE SHEET 3 OF 5 1 KWBON DATE TYPE B (PARALLEL) APPLICATION TO O] Zpa Gy W/B VIRGINIA DEPARTMENT OF TRANSPORTATION 504 0 ti Cl? M (N �--I M 'Q CN WUj (N 1 W Q LLD, J ZJ W J ( ) LU O Q -, V) z U W 1 p Wz Y H INNINNI ~ U � Ul F-: W O J z W W NNNJ J U) J W O N10� p LV Q 0 0 0 N ULU JOB NO. 182150 SCALE AS SHOWN SHEET NO. 13 L CN°55W'LLK-BE WALK � �yQC"We CONCRETE "K l.O'r CR055W.W( �4 TWO DIRECTIONS SMALLER RADA TWO DIRECTIONS LARGER RADI WITHOUT BUFFER STRIP WITH BUFFER STRIP XV WT A COPY OF NE ORGINA SEALED AND SPED DRAWING IS ON PILE N lxE CENTRAL Of:ICE BPEGFICATpx PoAD AND BRIDGE STAND CG-12 DETECTABLE WARNING SURFACE E EE SHEET 3 OF 5 1 KWBON DATE TYPE B (PARALLEL) APPLICATION TO O] Zpa Gy W/B VIRGINIA DEPARTMENT OF TRANSPORTATION 504 0 ti Cl? M (N �--I M 'Q CN WUj (N 1 W Q LLD, J ZJ W J ( ) LU O Q -, V) z U W 1 p Wz Y H INNINNI ~ U � Ul F-: W O J z W W NNNJ J U) J W O N10� p LV Q 0 0 0 N ULU JOB NO. 182150 SCALE AS SHOWN SHEET NO. 13 15 IOC• E.J.I. W. 1574 CAST IRON CLEANOUT FRAME AND LID 10114- INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS ,I PVC FEMALE CLEANOLJT ADAPTER WITH INVERTED NUT SCREW CAP OR _ ;.4 -, FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S406-10 AWS" • WIDi 10 "4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45" BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE SANITARY LATERAL WYE --- (1 lY I - - - - - - - - - - - -`-- 'A �� • ������ BOTTOM OF TRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY �V EASEMENT OR RIGHT-OF-WAY FUTURE SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CAST IRON CLEANOUT FRAME AND LID (^1 LLL • V 1/ 1r I I 1 I 11 1 1 ( L a 1 r- { __ WYE SEWER LATERAL A A CONCRETE 45" BEND COLLAR - PLAN VIEW - - - STANDARD SANITARY CLEANOUT IN PAVED AREAS JUNCTION BOXES, TRANSFORMER PADS PEDESTALS. ETC. ISHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES FI 5• III ._. _ I I _ 5-_I F WATER SEWER 3 p 0 0 LOCATION OF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM III SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT [F WAY. UTILITY LOCATIONS & EASEMENT WIDTHS 27 1/2' OK [899mm] [� 28 1/4' DK 7' [667mm]'1 [17Bmm] 2A" DIA [608mm] 28 7/16" OK [722mm]� [i6mm] L_ SB' OK D 26 I (914mm] [B60mm]- FRAME SEC10N 13/76" [20mm] GE (AmfR(lE H) CPSED ED FT1 aH) I f} n Dgmm] [11ynm] S % 0 22 13/18 2 1/8" 3 13/16" [579mm] 154mm [97mm] 0 25" 0 11 /i6" 1 3/8' 1635mm] - [17mm] [35mm] 9/16" O.D. OF CKT GROOVE NTS FIG. W-1 1 1/2• [3Bmm] ow BM.T [14mm] SECTION VIEW 1/4" (6mm) DIA YNEOPRENE GASKET MMIL .� (2) WSHR 1/16 X 5/8 X 1 1/2 C C� 7800E RV80FA PART, OOB6t9q SEW W `` (2) GORE [5mm 1 5/0• (7J TILT RIX 6/6-11x3 1/2 55 2400E 1/2, [41mm PART} DOeBiZSO 1 1/8' (29mm) DK BOSS [�'D [73mm -53 DIA STAINLESS STEEL ROD (2:) RS 5/81B IM OD SE PLAN VIEW PIGKBAR & LOCKLUG HOLE DETAIL 2) NUT KK 0/6-11 IN NYLK NOTE: PART(, WI 1. ALL MANHOLES WITHIN 100 YEAR FLOOOPLAIN OR LOCATED N AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (?) NUT Nx JAM S/8-11 ZN Z ALTERNATIVE DEMON FOR WATERTIGHT COVERS WILL BE COISDERED, PART$ WI 3. COVERS SHALL BE FOXED TO FRAMES WITH LACKING LUGS OR SIMUAR ASSEMBLY. 7m 1m 193SR IDOL LUG TYPICAL WATERTIGHT (SHORT) PARTY 0010I MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S PIG S-1-E GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFlLL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a 1 INITIAL BACKFlLL 4 MI UNSTABLE B^ B.• B" 6" SOIL\ _ MI . MIN. L MIN MIN 8 STONE <` 1 3 ,GRANULAR FILL AS _ APPROVED �BY ACSA STAB bCSTABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2, NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS - _ FIG. W-2 1' COMPRESSION x 3/a' MALE PIPE COMPILING OR APPRONED EQUAL NOTE NO STIEAlEO FIFINDS F1 DUAL SERVICE SINGLE SERVICE NOSE: 1) SADDLES SHALL BE USEm ON PVC PRE. L11 0 TD-2 / FOR USE DIN AMO ED SINGE FAMILY RE90MAL MOM OR DUAL RESIDENT AND IRRIGATION SERMCE9. / z R "OMPRESSION x 3/4' MALE PIPE COUPLING iPPROVED EQUAL MR USE ON DETACHED SWDIE FAMLY ,RESIDENTIAL MOM WHERE AN IRRIGATION METER 15 NOT PROVIDED. IRO! uD _FNS Im GRADE TD-32 1/$ saw WDR1N0 � As I Mf TER �+ (4) 1` (25mm) DA HOLES COIIPORAndY SHIP %>Y' � 4; 1 : ""+a BRICK As r`" NECESSARv ON 32 V4 (634mm) DIA BOLT CI CLE. 2" (11 mm) LEITERS w1D DR QUsr uIwER BOX AM SETIET 2- INCH as> 'L "C �I' M^:. 'v '' '� *• mnLelcx DRMx PI }'"'-�+,� LORD STONE POCKET, WOTY CI (RECESSED FLUSH) MINIMUM wcowES) h'+?• fy :c....Nle..._rm,.. S:+Y!r �. µl,M1:t.4^•'• SPEC 203, NO. 62 AGGREGATE la 1• 0 [25mm] D TYPICAL SERVICE LATERAL INSTALLATION 5PN1 ARy ACWHOLESD (5/8" & 1" METERS) L36mm] NTS Z FIG. W-6A TD-10 111 �(2) CORED � PICKt1ARs T 1 1/6• (29mm) DA 9055 D 27 1/2• DIA7. [5991 m 26 1/4" DK 178mm [667mm] [ ] 26' DIA 90 24" DIA NEOPRENE GASKET O[006mm]-t C 28 7/16' DIA 5/8" 23' DIA m 36" DA LA] [t8mm] [594mm]- 1 IT1 6• 25" DIA �lA [914mm] [WRI FRAME SECTION O.D. OF GASKET GROOVE SECTION FOR -ALL -BENDS ALE �� i v i WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REWIRED. M BEDDING AS REQUIRED v d SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS V0L SIZE OF (FEET CU.YD. (FEE CU.YD. BEND L I H T L I H I T 90 2.50 2.50 3.01 0.24 4!' 6** 45 22 1/2 2.00 1.5E 2.25 2.00 260 2.52 0.15 o.10 z. 00 2.25 2.50 0.15 11 1/4 1.50 2.00 250 0.10 90 3.58 3.16 3.21 0.48 B" 45 22 1/2 2.56 1.66 2.66 2.16 2-77 269 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 267 0.13 90 4.B3 3.83 3.42 0.83 1W & 12" 45 3.33 3.58 2.95 0.43 3,83 4.00 2.83 0.52 22 1/2 2.33 2.58 2-86 0.24 11 1/4 1.83 2.33 2.84 0.18 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 ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS Al THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 61 MIN ' (270') 2TO 10' 18"-22" r F• N�\���\�%" / JIMAM .nar 8" X 6" TEE 250E P.S.I. CONCRETE +r �. ; •.1 (. BASE AND THRUST ..1�.•i1 `R *! BLOCK AGAINST \ / UNDISTURBED STABLE pl SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3 1 2 MIN. COV ER FROM THE MAIN T / 0 E TH FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG. W-4 TD-8 VARIES VALVE BOX COVER LIFT NOTCH 4" DIAMETER BRANCH AND VALVE 12 3/8" WATER14, CAST IRON LID WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY [35mm) DIMENSION 3 1/B" 24"MI INTIAL BACKFlLL* 8"MIN 6 LIFTS EMBEDMENT ( ) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED O MECHANICAL TAMPER ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019): 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. TD-13 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA rl"0" MAX VARIES PLUG VRMILa THREADED COUPUNG PVC SLEEVE BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK tD METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS \\\\� VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS _ FIG. W-8 HAUNCHING RUBERSTE 3'-0" MIN NO. 68 STONE -O_ STEPS CAST INDPLACE BEDDING 6" max 4" min PRECAST REINFORCED � FOUNDATION (SHALL BE CONCRETE SECTIONS 12" MIN "0" RING SEALS ° 161E MAX REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE MINIMUM ELEVATION 7 ALL PIPE) DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE .' VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE NOTE 3/4 DIAMETER OF - CONTRIBUTING -- `--�--- 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL SE SEWER. ° , R • 12" BACKFILLED ENTIRELY WITH NO. 21A STONE, A FILLETED INVERT OR A SMOOTH d , 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TRANSITION OF FLOW BETWEEN AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 INLET & OUTLET PIPE SHALL BE STONE SHALL BE PROVIDED PROVIDED. MIN. 6" BEDDING 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" NOTE W/ NO. 68 STONE BEDDING OF NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL SEWER PIPE INSIDE AND OUT, TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH SHOWING BRANCH TIE-IN NTS N.T.S FIG. S-3 FIG. S-I-A TD-34 TD-25 \ \ 1 12" I +� 4 PLACE 5' GALVANIZED "WITNESS "POST WITH (!Ll0TjNO vCAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL.T R. LLINSZFINISHED GRADE. 035791,E0/22/21 ?�1 �I ADJUSTABLE TRAFFIC RATED II VALVE BDX W/ LID LI T- I M.J. GATE VALVE WATER LINE b 1_I 2500 P.S.I. CONCRETE .8 ° 2'x 2' BEARING AREA. THRUST BLOCK n z O a V w p z k m In <. O O a e-d (n ~ w NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. > W TYPICAL GATE VALVE NTS FIG. W-5 TD-9 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE 'A EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL MIN, 12' CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE .. OUTSIDE DIAMATER PLUS 6'. 12" THICK VDOT 1 No. B8 STONE BEDDING B'x8"x16" AND 4"x8'x16• SOLID CONCRETE BLOCKS WELTER w/RISR E DOGHOUSE MANHOLE BASE WALL (4 EACH) I 11 1 1 1 1 1 1 i 1 iiiiiii n MANHOLE ABOVE BABE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3.000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL l'-O" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS. 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE ASE .I.I.I1..1�1 � � � 1.......,, 3 B FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Ai TD-26 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS - INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2• HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 300E PSI CONC. BASE 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. BENCH SLOPED TO FLOW 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q ' CHANNEL 1/4 : 1 MIN (1/4" PER FOOT } A- .i 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. BRANCH SALT 11 TREA TED TREA FINISHED GROUND 2 x 4 MARKER 2„ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE F CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG- S-I-B TD-27 PLUG END OF - MAIN UNE-w I _ SECTION SERVICE LATERAL LINE WYE-TEE PLAN e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 T_ Ar 1 zCY5 N �--I M 'uj VQ �1 / CN c:) _ WN N 1 W z LLI J Z J (n J IJ-I W Q W �P ~ V / w J 0 < O Q Z W z � ~ 1 z W Y T ~ PI ul III-: U) 0 J Z W W J H U J W 0 0 J V 0C) O N u w u F w O _ a IUn JOB NO. 182150 SCALE N/A SHEET NO. 14 ---------------