Loading...
HomeMy WebLinkAboutSDP202000035 Plan - Submittal (First) Final Site Plan and Comps. 2020-03-25GENERAL NOTES OWNERS: TMP 04600-oo-oo-oi9B3 (PORTION OF) CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oigB3 (PORTION OF) D.B. 5oii, PG. 170 39.98 ACRES (1.193 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oi8000ii WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC) AND AIRPORT IMPACT OVERLAY (AIA) TOTAL PROJECT AREA: BLOCK i - CODE OF DEVELOPMENT PARCEL AREA =12.o ACRES BLOCK iA -1.193 AC PROPOSED USE: BLOCK iA: 32 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) FUTURE BLOCKS: RESIDENTIAL (MIN. 36 & MAX. 4o8) AND NON-RESIDENTIAL (MIN. 50,000 sf & MAX. 130,000 sf) USES BLOCK CLASSIFICATION: BLOCK is NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 36 UNITS (MINIMUM) To 4o8 UNITS (MAXIMUM) - 3 DUA TO 34 DUA FOR THE PARCEL BASED ON 12.o ACRES PROPOSED DENSITY: 32 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK iA) WITHIN 1.193 ACRES BLOCK iA DENSITY = 32/1.193 ACRES TOTAL BLOCK 1A DENSITY = 26.8 DUA REQUIRED OPEN SPACE (BLOCK i): CIVIC/PARKS = o AC GREENWAY = o AC OPEN SPACE = o.o AC BUFFER = o.o AC TOTAL OPEN SPACE REQUIRED = o.00 AC OPEN SPACED PROVIDED: PHASE IA: o.00 AC BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 1.5 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 1.5 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. SETBACKS: FRONT: NO MINIMUM AND 30' MAXIMUM PORCHES: THERE IS NO MINIMUM FRONT SETBACK FOR PORCHES, PER SECTION 2.3.2.1 OF THE COD SIDE: NO MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 5) REAR: 5' MINIMUM AND NO MAXIMUM NOTE: SIDE AND REAR MINIMUM SETBACKS FOR ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT = 20,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK iA=io,95o SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 203-5. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN NOVEMBER, 2019. FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2019. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE CONSTRUCTION OF ARCHER AVENUE AND SALAMANDER DRIVE. LIGHTING: LIGHTING - ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENT TO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK i SHALL BE DEVELOPED IN AT LEAST TWO (2) PHASES RECREATION: NONE REQUIRED AND NONE PROVIDED WITHIN BLOCK i PARKING: (2) PARKING SPACES PROVIDED PER MULTI -FAMILY DWELLING UNIT - (i) GARAGE & (i) DRIVEWAY PARKING SPACE PER UNIT: 32 GARAGE SPACES & 32 DRIVEWAY SPACES TOTAL + GUEST PARKING: ONE (i) PARKING SPACE PER EVERY 4 UNITS REQUIRED: 32 UNITS 14 = 8 GUEST PARKING SPACES + 64 PARKING SPACES = 72 TOTAL PARKING SPACES PROVIDED: 7 PARKING SPACES + 32 GARAGE SPACES + 32 DRIVEWAY SPACES = 71 TOTAL PARKING SPACES + 3 EXISTING PARKING SPACES ALONG SALAMANDER STREET DEDICATED TO BLOCK iA = 74 TOTAL PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE NO PRESERVED OR MANAGED SLOPES ON THIS PORTION OF THE PROPERTY. FLOODPLAIN: THERE IS A ioo-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS IN THE BROOKHILL DEVELOPMENT FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. THE APPROVED FDP PERMIT # IS 2oi600004. THERE IS NO FEMA FLOODPLAIN LOCATED WITHIN THE LIMITS OF THIS DEVELOPMENT. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING & DRAINAGE SHEETS. NOTE, IF ANY RETAINING WALLS ARE CONSTRUCTED, THEY WILL NOT EXCEED 600 LINEAR FEET IN LENGTH. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS WITH THE PREVIOUSLY APPROVED ROAD PLANS FOR ARCHER AVENUE AND SALAMANDER STREET. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH BUILDING UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. TRASH CONTAINER TO BE STORED WITHIN GARAGE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS: OPEN SPACE: o.00 AC (o.o%) BLOCK iA DEVELOPMENT LOT: 1.3-93 AC (i00%) IMPERVIOUS AREAS (BLOCK iA ONLY): TRAVELWAYS/PARKING: 0.415 AC (35%) SIDEWALKS: 0.04 AC (3%) BUILDINGS/DRIVEWAYS: o.56 AC (47%) LOT AREA/LANDSCAPING: o.i8 AC (15%) TOTAL: 1.193 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET iA & iB. TOTAL PROPOSED UNITS: 32 UNITS (15% OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 5 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 5 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAY BE IMPLEMENTED AT THAT TIME. STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE BROOKHILL SECTION i MASS GRADING VSMP PLAN AMENDMENT #2 BY COLLINS ENGINEERING. THE PLAN IS CURRENTLY UNDER COUNTY REVIEW. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA = 10,290 SF TOTAL AREAS OF OTHER FLOORS = 29,58o SF TOTAL BUILDING AREA: 39,870 SF REQUIRED FIRE FLOW (TABLE Bio5.i) = 3,500 SF NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750 NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PIMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODE 230 WAS USED FOR THE DEVELOPMENT PROPOSED 32 DWELLING UNITS ADT RATE - 5.86 VPD PER DU =188 ADT (94 ENTER/94 EXIT) AM PEAK RATE - 0.44 VPD PER DU =14 VPD (3 ENTER/ii EXIT) PM PEAK RATE - 0.52 VPD PER DU =17 VPD (ii ENTER/6 EXIT) BROOKHILL - BLOCK 1A FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 70 7 SITE Rio A _ PO`O GROUNDS ROgD VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS 1B PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT & UTILITY PLAN 6 GRADING & UTILITY PLAN 7 NOTES & DETAILS 8 NOTES & DETAILS 9 DRAINAGE MAP AND CALCULATIONS 10 UTILITY PROFILES 11 LANDSCAPING PLAN 13 TOTAL SHEETS BUILDING NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. LEGEND EDGE OF PA VEMEN T CURB PROPOSED ASPHALT PA VEMEN T EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) zao EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 Tw 506.21 ew PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES n MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS Q° a; PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE Q OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT NTH 0�� O� oo ' SCOTT R. COLLINS'_ Lic. No. 035791 ,� z O J a U w ZD Z U) 0Oz< 1�1 z w H W ce L9 r"z ti Cyi Z N � M LUi N 0) w N cn WQ > w Jz z - > w V- LD O J Q z z: sst w' U w O D j Ul U) M zw � ~ H� jw .j O rrQn O V 0 c) yo O I..L N LU O U w J U ~ L w � LLJ _ a U) JOB NO. 182150 SCALE 1 "= 60' SHEET NO 1 c� z z z w z 0 u 0 0 U Q 0 c Y a c a� c cn a� z 0 0 a Q o� 0 ID 0 co o� 0 Q T 01 T Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed b right under the zoning in existence prior to the approval of this ZMA Yg P PP 2015 007 for the purposes of addressing the fiscal impacts of development on the County's public Pm'P g P P tY P 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 nprior t th is uan f a for the 27 th single family dwelling unit. The cash contributions a do e s issuance o CO o O s e e e c s g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven Y rtY 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 Housinn. 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 toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a variety of housing es including but not limited to for sale units rental units J g Y g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 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 units shall be available for sale. This notice shall not be given more than nine 90 days prior () g ninety ( ) Y to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit, the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carnage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5of11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (1 St) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the 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 th 50 dwelling other than an Assisted Living, nursing home rest home or convalescent facility) ( ) g ( g, g within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement 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 CountyHousing Office. In each subsequent calendar ear, the month) net rent g q Y � Y 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3 /o . Y P P ( ) For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 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 f Interest. All conveying an interest in th For -Rent Affordable Co ve a ce o e est. deeds co ee () Y Y g Y Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J � P g Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P h' g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (I000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027, The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 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 Mann eg ment. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar ear, the denominator of which shall be the MSI as of December 1 in the year preceding the Y Y P g calendar year most recent) ended the Annual Percentage Change"). B way of example, the first annual Y Y ( g g) Y Y adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum CashContribution"). The Annual Percentage Chap e shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a total Cash Contribution equal to the total 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 (collectively collective) referred to as the In -kind Contribution The In -Kind Contribution amount $ be hall 28 336 662.00. The In -kind Contribution s reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1 st ) 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 IC (the "Road Improvements")_above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4of11 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 HiLyh 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 an adverse impact to this designation g Y P g 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 0� I o SCOTT R. COLLINS�Z L� Lic. No. 035791,E 1�0�,SIIOXAL E�A� z O J a U Z w 0 LO 0ZO Q H ~ w H W Z J J 0 u Ir— M N cY) O N Q > w J J_ > w J Q LU i 5 U) f -- w w E U) W Q O O N z Q J Y U O J m V) LLJ LL LL. 0 oC 11 JOB NO. 182150 SCALE N/A SHEET NO. 1A PHASE 1 INTERSECTION - IMPROVEMENTS _ INTERSECTIONi _ '--- CONSTRUCF i NEW WESTBOUND - -�'\`� k LEFT - TURN LANE ON POLO GROUNDS ROAD WITH OF _ _ -f 375' STORAGE. /\ ND EMEND WESTBOUND RIGHT- TURN LANE ON POLO GROUNDS ROAD PHASE II INTERSECTION FROM 5o' OF STORAGETO zoo' OF IMPROVEMENTS STORAGE - • CONVERT RIO MILLS ROADTOA RIGHT IN/ RIGHT -OUT OPERATION. INTERSECTION 2 - CONSTRUCTASOUTHBOUND O ROADWAY, PROVIDING (a) LEFT -TURN AND (i) RIGHT -TURN LANE. CONSTRUCT AN EASTBOUND PHASE III ROADWAY LEFT -TURN LANE ON POLO IMPROVEMENTS, GROUNDS ROAD WITH iso FEET OF - - - STORAGE INTERSECTION 3 CONSTRUCTA RIGHT -IN /RIGHT-OU 1 L ROADWAY ENTRANCE TO ROUTE29 PHASE II ROADWAY IMPROVEMENTS CONSTRUCTA NORTHBOUND RICH' TURN LANE ON US 29 WITH 200' OF PHASE I INTERSECTION 4 O STORAGE. IMPROVEMENTS PHASE II INTERSECTION A ' / IMPROVEMENTS INTERSECTION PHASE I ROADWAY IMPROVEMENTS 4 CONSTRUCT NORTHBOUND _ ROADWAY TO PROVIDE (1) LEFT TURN LANE & (i) RIGHT -TURN LANE RESTRIPE PAINTED MEDIAN TO PHASE IV INTERSECTION / PROVIDE WESTBOUND LEFT -TURN wOu-Selp,� IMPROVEMENTS i "°� ) LANE ON ASHWOOD BOULEVARD WITH �•"" - ioo'OF STORAGE. PE EASTBOUND ASHWOOD IBOULEVARD APPROACH TO PROVIC ! (1) RIGHT -TURN LANE _ 1 POLO GROUNDS ROAD 1�5 PHASE IV INTERSECTION IMPROVEMENTS _-- i INTERSECTION 5 CONSTRUCT SOUTHBOUND Rr �PHASE IINTERSECTION PHASE IV ROADWAY ROADWAY TO PROVIDE (i)LEFT - TURN LANE AND (i) RIGHT -TURN Rtlgp MPROVEMENTS IMPROVEMENTS LANE 'Y"Rne CONSTRUCT AN EASTBOUND LEFT- ' TURN LANE ON POLO GROUNDS GUR BROOKHILL TRAFF C PHASING PLAN ROADWAY WITH 150' OFSTORAGE. 6, rig cn �F�qp PROPOSED PEDESTRIAN W CROSS WALK EXISTING TREE AREA i \� \ \ \� Q \ - -Q.-_, 7RAILWAY CO CTION TO PROPOSSDVDOTR�TE2 O ¢ONCRETE WAL -\r 1. IMPROVEMENTS-SWMP(JD ' r \P ROPOSEDSTREETEES - -- �- \'\ALONG CONNECTOR ROAO�\ \ Y I Z PR OSED L/WDS FF CO (STING0 EVERG$ E5 ALO GCONNECTOR A - VAv 0- 0 CL CL j i PROPOSED P `IMIT , \� PATHWAY CON ECytQ , FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: By: ./ CHARLES R. IIA GH By: 1124 Q7 iAAAM ? 'bLIZABETH AN— N QGLLKSBY HGH Date: ZL24� OWNERS of Tax Map Parcel 04600-00-00-01800: CHARLES R. HAUGH, T USTEE By: DOUGLAS B. OG -, j.. BY, TRUSTEE O Date: 5 - OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019133, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation BY: Q .,t is, Wtl.,. Pf Ann O. Haugh, Its President v� Date: �� S� 2(Jl9 Page 9 of 10 GROUNDS ROADWAY AND LANE CONFIGURATION AS SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE APPROVEDTRAFFICIMPACTANALYSISAND FINAL APPROVED ROAC CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENTS. PROPOSED SALAMANDER CROSSING (3 TOTAL) \ t a`INVERTED RETAINING I -r- \ / - \ WALL fjND CULVERT HEAD WALL SYSTEM I _ - \` GROv I - - SALAMANDERTUNNEL _ , $ALAI�tArSOER FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018B0: HORNE LAND CORPORATION, a Virginia corporation By: l.�Ir. h l.J . 7`T� [ . 10,6 .2 " Ann O. Haugh. Its President Date: >"ai- F. .Z,U/ 9 OWNER of Tax Map Parcel 04600-00-00-018D0: CRAFTON CORPORATION, a Virginia corporation By: ab.- ,( '/. " Ann O. Haugh, Its President Date: Page 10 of 11 ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 201S-00007 FOR TAX PARCELS O4600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, AND 04600-00-00-019114 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-01983, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 to amend Proffer Numbers 1D ]H 6 and 8 of the Proffers that were proposes > a roved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector PP J road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-11. BE IT ORDAINED 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 coffers the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- p P P g. g § 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup r Isors Aye 1`lay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y _ Ms. McKee] Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ma ger By: AndrevfiVPMEGinty, Its President Date: S� 3/Zd / aj BROOK[ULL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: Alan R. Tay or, is President Date: 40K r/n44/ 1 R Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Plan Master t a as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS , the Commonwealth Transportation Board approved the remainder of funding p pp 9 nec essary to complete the connector road to be awarded to Albemarle Count through the Smart �' P y 9 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 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. 117 —1— Clerk, Board of Count pervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y _ Mr. Randolph Y v7H °�� SC0TT R. COLLINS77 Lic. No. 035791 ,'L, z O J Cl- r- U w Z In pzQ O W W Ce Ul Z ZONAL E 00 M N 14 I N N \Q W J_ W NO L.L Q U I U) W V I..L V N U0 LU LL LL a W J I- F LU W W OC = CL to JOB NO. 182150 SCALE N/A SHEET NO. 18 H 0 T SCOTT R. COLLINS' ;D BOU PROPOSED ASHWOOD BOULEVARD CONNECTION i _ — 1, I \ ` A2 \ Z z J , ,�, r \ c PROPOSEDTRAILHEADACCESS AREATO,- BUFFER. SEE PROFFERS AND CODE OF DEVELOPMENT ` _- - ` \\\ t u WA I �� ` W Z NAL PROVIDE PARKING, AN INFORMATION KIOSK, `'' FOR ORE INFORMATION ON REQUIRED BUFFER \ \ ,'' / ( i +',\t .i1 /' , I I MI` _ - L, - - -� r-sa'a* a•;., l I I / / 1 ( I 1 `' I 4 r \ 1 \ E� �/ - - a r' / / / I I i I ,�,, / / , ->r. ; •\\ \ \ , L AND A PEDESTRIAN ROAD CROSSING TO -_-_\ �� , \ r ,/ ,� ar \ t t , t t t� t / I I \'� O l \ /! :. ` r\ , \ c I i , r / '\ /' ASHW a, ^I w N m W ¢ ACCESS THE MULTI -USE TRAILWAY ��� U ,- ''' �`. `\ �'`� �` . \ / , r. .'' "-� \ + + i c� , y / �, ` ` �_ oo > CL I I I I I \ \ \ ` \ , + \ \ / 1 I r r t \ \ t \ I C�c` r•}' y q �QQ � Uj > J Z w s I I'I / \ \\\\ r 4 � ^7\ ` '-C` , � \ ;' / `` , , t i Q- �-, `1 - + l � �,• , % ; ,IIy' r` 1i FOREST LAKE NEIGHBORHOOD �� •�� J � '�' L � Wo ¢ 'n O Q� \. , •�_� --- � - t �7j , , ROUTEz \\ \-i i� 1\ i+ + I L ° COURT \\\\\� \��___ �� r; ( g ��• �. ttD WORD r _ %r r Q MP / I II IMPROVEMENT T.M- 46B5-1C VENS . ' r ' \ ( E, /r r 1 J 17�TI SITE W w SWM FACILITY #3 I\I , COUNTY OF t + `�) `\ \ . ��� I o' MIN. NATURAL BUFFER + t' '` / ' r '' I \` EMARLE ! \ l c� lit I r• c `��`�\`\ \ / r 'i ' 3 . u ` t ` ' ,' ,' /' / \ !) ( r ^ v \ \ . , 1 , / r f . , / , \ , '. PROPOSED PRIMITIVE TRAIL WITH � I �'� � `\ \� • / - � l r r / / r l M T �O R M�/ q O 'n cn `•' Z - CJ r I I ;\;,�i � , ; , j \\ � _ 1J r ,4�, ., „rCONNECTION TO FORESTLAKES-\ \ i J / wvv' \ \ \ \. \ ` 1 I , I / , , l r 1 + + \ I r / , . IIII W I I < -/�/ - Y t i /' I I I / /• I s s t I -1' \ \' I 1 + JI, , - 1 \ / , / , , ,-_, + t t 1 I I •. - ` ALBEMARLE COUNTY ,i \ PROPOSED ,' / /I ! -!� tl \ \ / / // ,' ,' , / I u , // r, .--- r r r / RESERVED STEEP SLOPE o PRIMITIVE / r t I ` / r ' / ' � � �<�, f�' ' /r l i I ' � � /' i 1 � j � '�;.�� '� I i �// l a / l tlll, l I I', `, \ BLOCK 13 , r r , ; �� h _, , t 1 / / ,�I I \ (TYP.) / t1 tr��`, �'/.', Oto GRO it N0SRO q D Ln J� c w d J a C7 o Z � a � U cn Q g m _� TRAILWAY. / / lr� ,'/ / i i I rr I ,' , r r i I '� I I i / 1 _\ + , , \ i I (I` r\ ` �\\ �` /� �i (l _ ' I I i +' • `. .-,. / I I , \ r \ \ \ \ \ a, , � I , , I 11 I , i I .' � i � / t � 1 _ I / r r r r / / n_ VICINITY MAP: SCALE: 1 2��� 1 1 N v o � U) 1 \ 1,' TRAILS TYP.) j o� \ / / / O DEVELOPMENT r / r ! \ 'y//// i — r / \ \ /, ,,.-/ rr +\ ` \ .,\\ `, r \ I\ � r I\ / ' �� � `\ \ _ \ 11 \ .BANYAN COURT Z % ` I p J GENERAL NOTES AREA (TYP.) �r r r �� r � t-' \ \ _ ` r' -;_� \ \ \ / / / / \ \ I I _ / r`� ` �I - '� r , 1 " . , x i/ \ �\ \ \\ \\ 1 vt _ _ - , I /_�,�/ \, BLOCK 1 \ \ __.--,,_,' .__._, '. '.x ,<_,_ . •,f/, `- �S� O , + - ._.:... \ \ \ S - / , I , ,,-, ,.-. , , .•,� �"" - - - - - - OWNERS: TMP o4600 00 00 oi800 TMP o4600 00 00 oi8Ao HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. � ¢ LU w {{{ \ it ) \,fir• EP R •+' ...�� I i t \` \\ ,"%;�// 435 PARK ST 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA zzgol CHARLOTTESVILLE, VA zzgoz . ,,. ,r T.M.46-18B �I' --- _ � ., �-s,• � � .r'"- , I v � / , l r �'. ./, _�'- _- � l N ,. HORNE LAND CORPORATION Iill i i i -- — /, `� `•,� CO N - ' - 1 ty ` `\ `\\ _! '' ,/ ,`' / i /r , �T r' `�OPEN -.- ,' ;��' /'SPACE TMP 04600-oo-oo-oigoo LU LU W • I I / (TYP.)435 `\ PROPOSED CIVIC SPACE CROCKETT CORPORATION C/O HAUGH & HELVIN PARKST CHARLOTTESVILLE VA zz o1 ' g C9 C7 z 0 to II I II } BLOCK 12 `. \ \ \ \ , \ - z z ~ iIi iI I �I(BLOCK 10 \, "' - - 11 I £ `- �, -'' f •: \ `�' EASTERN POCKET PARK Fps' ^--'- ,I I y --' I \ \ i //� "ij' _, \ ? ,. BLOCK I ', \ \ , r (LOCATION TO BE DETERMINED /r / - % �\'soo-YEAR WITH FINAL DEVELOPMENT PLAN} O FEMA FLOODPLAIN (TYP.) ` \ t , f • 0 Q DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA zz o 3EXISTING O w w x O w w x 0 z z I' �( -- '' r:-• - " I t I \ \ .' -- - PROPOSED VEHICULAR _ ' 1 -_ / ' _ -- f IN TERCONNECTION ACCESS \ /, ENGINEER: COLLINS ENGINEERING zoo GARRETT ST SUITE K V) z a z O O z g BLOCK i PROPOSED PRIMITIVE .; ., / r i 9 CHARLOTTESVILLE VA zzgoz z o z . �,.---� 11 -r , , 1 ___` , TO THE MONTGOMERY o' MIN. NATURAL BUFFER _- II , `\ ♦ TRAILWAY _ I / I ROUTE zg I ! P l `� -- / ., ` _--- �� M I / 4 - , / RIDGE NEIGHBORHOOD 3 D _ --- , , `\\ ! �, r r ,,,�� , , IMPROVEMENT - `i i rl\i \\ �``-- -/Y-� / Jai I P .• _ / _ / , I�� t r + ' / \ _ PATHWAY ri ` \ / ,' -, , 1, •`\ l , \ OPEN / i / ! r` , / TAX MAP &ZONING: o4600 00 oo-oi800 o4600 00 00 oi8Ao o4600 00 00 oigoo D.B.731, PG.690 D.B. 1333, PG.45o D.B.731, PG.6go O I"I �, L U w m J a 0 > F- w O F- w O z w w Q 0 o Ln cat -' �'__� 11 — �- —. \ _ f✓ '. - — � PROPOSED CIVIC SPACE •, / r , r f/if. ` " i - ; SPACE -_ �- ,� / / / , ALBEMARLE COUNTY / i "' •. \\ ` _ , `\ rr5- v::;.. TYP. / .'.' r r/ / ' MANAGED STEEP SLOPE \ sr BLOCK ( ) /' �`l R-1 RESIDENTIAL R-1 RESIDENTIAL ZONE: R-i RESIDENTIAL W 0 z w U w a U w a g g O U ,�' , GREENWAY / , (TYP.) Ft ROUTE 29 I I I -; ,(TYP.) ,' I I A I a' ,,/ i /'! / / /r ,, / ,A GO Pp IMPROVEMENT "' - r II III Y- /%%/�%/ y GREENWAY i / /' ` ' , ,/ ,_ MO �Ft0 C BLOCK 18 - G v I , / � O TOTAL PROJECT AREA: 0 600 00 00-01800 z. AC. 4 4 55 04600-oo-oo-oi8Ao 2T29 AC. o4600-oo-oo-oigoo zo].66AC. z g 0 z g 0 z 0 - s / ,� / /�%" ' - '� •-- ` SWM FACILITY #z I _ GREENWAY -'. ;; -r., • .. (TYP.) �� r / / /' \ ti J � a / TYP. UPLAND - v�`O z77.5o AC. TOTAL PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w vl w cn U J PROPOSED o' BUFFER I I I _ PARK EXISTING ARCHAIC WOODLAND AROUND VDOT STORMWATER / r/f/ r r r DEVELOPMENT , r , l ` + / I I�` {I /�fi/' \'� / TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN w w z , z 0 MANAGEMENT POND , CAMPSITE AREA TO BE PRESERVED ! r r r r i'' f A III ) " `'•`- _. ' `' _ 1 REA (TYP.) , / r r. \ , ,I :;\ IL I SURVEYING AND BELL LAND SURVEYS, JANUARY zo15. g r 1� 1 I ILU lia y / / �—`� \ ` \ \ j�i% '-- - - I I I I ' r ) i t BLOCK 16 I / r , I , \ /Ir /'% -h... - t \ ' BOUNDARY INFORMATION WAS COMPILED BY LNCOLN SURVEYING ON MARCH 7, zo15. 0 � 1 (Y� II I w r '� \ ; / ,'-�\ ` I + - ,_- \ \ '• e t \ \ \ \ \ / \-- I 1 / / /rr ` '-\O I , �\\ \ `\ x p =KA e \ \ t ( ` / I , r _ z. 11 `` EXISTING ioo-YEAR t I I \ r \ \ \`\w_`_,ti { ~ •`\__,' `� , �` DATUM: NAVD 3.988 > w M O / \\ o ,`_ �, — — Z \�, _ \ \ - TREAM BUFFER (TYP • ` \ t t -' ''r r +\ \ , _c \ ` O .\ ` \ `---� `�`. \ ) o FLOODPLAIN (TYP.) I I J , III, W W III . \ \ `\ I+� '� ►},� ! `\ .\`\\`\ \ `y "` g _ >"� •', ,\ •,\•`\ `\ ` /t`\ •- ,. 1 r rr``\ ``_--- i II I`� •= 71 UTILITIES- COUNTY WATER AND SEWER N ,,•,+} ��_ ` `� � ` \ `s r f ° \ \ \ \ `\ `\ ` ` ' I ' �\ ` i 1 i r ,\ ' /Nr PROPOSED RIGHT IN -RIGHT OUT° rn m BLOCK 4 . 1 o z -- 'C .� 1 ` w,, __..:.:_._, _� \ \ , / _-- ' t , , -� \ \ t \ \ ` \/ + I t + --- rr I N a III -_\ \ \z z 1 " r� BLOCK LF �' '. . � , I I' \ - ; \ \,ri �_-_ _ % FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51oo3Coz8oD DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, 5- w1 I— in , � u, Ln � LO La M , �� INTERSECTION IMPROVEMENTS. w '\ \ \ i + , t` �► .] - -, \ + / .' t I r rr`o SEE BROOKHILL TIA REPORT a ' I \ ` ` " TRAFFIC CIRCLE/ROUNDABOUT MAY / r / ♦ �\ \ ,tl / // /, /r✓-''/ - > i1.. / ALBEMARLE COUNTY / �' �r PROPERTY FOR THE SOUTH RIVAN NA DAM WHICH I S A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. iD o °' 0 "' 0 °' 0 °' 0 , Uj ` , y ,'''- �' 9' t ; _/ �= FOR FURTHER DETAILS' O =' ��;,,;,_f_- MONTGOMERY RIDGE - MAIN STREET �` BE CONSTRUCTED AT THE t ,�_ �' --.PRESERVED STEEP SLOPE �, BLOCK °` " �'��' �� '-/ / I ', BOULEVARD ENTRANCE \\ I INTERSECTION OF MAIN STREETAND ---- I 5 (I�; ~ (TYP.) NEIGHBORHOOD NOTES: (V _ THE NORTH/SOUTH CONNECTOR ROAD _ _ BLOCK 3 + i v , / / , _, , \.' .,\ r OPEN . / / \ SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. Z Q y -� , SPACE I z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE z (V w %1 V ) J \ r/ i , I I •'�� I / / ' , (TYP.) OPEN .' / 4ALL ' — f ' �' - r- '_ ?'- ; r -►► i •j� SPACE -' I \ �l \ / DETERMINED WITH THE SITE PLAN PROCESS. 3- PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. (y Q J I i 1 / ' / -� ,� a (TYP-) , / r '� \> EXISTING ioo YEAR ,'' 7 I O / It PROPOSED t C> �, 4-NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. \ / w LLI , ,�� v r``�\ .-_FLOODPLAIN (TYP.) PRIMITIVE '� �/' / / /' i Al �y T.M. 46 - 18D %� y I '' // �. \ ( / i , (_ — — `� �`\ ) -- - _ _ --` l' TRAILWAY / / \ \ ' �� CRAFTON CORPORATION', I I riJ- // ,. , ,. `\,) \ `� \\\ `\ `--�- _'� \ \`\ `\\ \ - r'"`- - / I ' ` �r O VO OPT ! / 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS 7 w —) Q V) Q hti r /ter/ ,' / J \\ \ ---- _ 7 `•\ \ `` ` BLOCK�2 ` DEVELOPMENT AREA ' / r g O� (��� Z / '/ /r , \\ BOUNDARY(TYP.) ,% % / �`,!///s �� \� •� \ , ' �� f,\ = / - _• I PROPOSED NEIGHBORHOOD CENTER \ `\ ` \--- __, '\ `\ • \ ' / I ' �� LIMITS OF PROPOSED REZONING (LOCATION TO BE DETERMINED \ `\ \ ,� ` \ `\ ; :, t \ `\ t I - r- ` \ \ _ _ _ \ `� \ `. I \ r / � / ' ' ' `' TO THE FLOODPLAIN. 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18. 12. EACH PRELIMINARY SITE AND 4 SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. Z LLJ J > (f� W �� C G J J BLOCK 1 , /' WITH FINAL DEVELOPMENT PLAN. 7 J I r / )) , L •\ ... r.. ,e `. • \ \ \ I + rl rT/ r ^, / f I e ]- ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Q I —I Q `4 rl / r �_�-'' -+'�•--L PROPOSED 100' BUFFER ALONG RT. zg iiln T I t �"' "� `' / /7` ` / i I / I ; `�\`� �"^ --__ BLOCK 4 ( U3±ACRE HISTORIC ----. t I ; \ `\ �` --- /' ' 70' NATURAL LANDSCAPE BUFFER / 1 4 , I s I 1 I ° \ _, __ ' I I (I �— " 4 / BROOKHILL PARCEL BLOCK 3 BLOCK 5 1 ` , e 1 �\ , / , \ \\ - SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE Z LLJ C/� ' /� \ v, I --I O L9 J W O & 30' LANDSCAPE BUFFER AA / r ? _ / -_ - ALBEMARLE COUNTY `• \ ` _ '-�\ ,' 1 i / / �"`� A \ � iJ\__ J Ir I i i r% r`"'�l J t1 MANAGED STEEP SLOPE -_\ \ 1 I I I + 1( AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO J �L � Q Z T� J APPROXIMATE LOCATION OF , r / .-�_� _ ;/'I 1 I I I I / NOTE: A PROPOSED MULTI USE PATH I ! I GREENWAY �� + 1 I I I I I I HISTORIC MARKER FOR THE i \ C (TYP.) \ \ i �� t , /! / ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER J U J ~� 01 __-_ _ _ �\ IS PROPOSED BY VDOT ALONG THE II • _, •ef ( } `� `�_ \ ` r ,i i' ' 1 I I j I / l /I� BROOKHILL PROPERTY ----- °• / / TYP. \ \ ' \ I r r I / ROUTE zg FRONTAGE OFTHIS I, � \ r ! I r �"` ,\\ \`� MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. Z Q ii�..1 � I l / \ \ I , }I l I , � ;' - .._ ---_ "' f s 1 , ., . I . r � r r r PROPERTY. PATHWAYTO BE IIII / r r. �. I PROPOSED 20' BUFFER ,�. �, ..., \ \ , , .I , , , LI h III+ �' + I I I t / �- p; ! t LOCATED WITHIN THE VDOT R/W. i , / I t I I +. 1 \ ht / \ ......... /_ \ \ r / 10. CONNECTION POINT(DON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT HALL ONLY BE A O W C �- U O ' I O LOCATION OF EXISTING '� / \ I ke 't r i i / I , r \ "' •-...• , I DUNN CEMETERYTO \ PEDESTRIAN/BICYLE ACCESS CONNECTION. 11. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAI LWAYS TO IDENTIFY AND Ur LL.I O O \ 11, / ! (BLOCK 1 I l r \\ \\ t I d I \ I t I r 1 r REMAIN '\ //��''i q I I II ` 1\ NOTE: ALL STORMWATER MANAGEMENT FACILITIES I \ BLOCK LINE (TYP.) �/, I / DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE.ILL Q ~' rrr \ \ \ , r 11; r \ , , ° t \ \\ t 11 I� II / / , / t _ I % i , I , I .\ \\ \ /////`I/o r .1i'- ly 1`\ \ ' ' , / i I I l I + - l I ( // ; ,' / , \ \ t•.'`��%�j/ r e° I \ 1 \ `\ \ `. AND EROSION CONTROL MEASURES SHALL BE _ / I / / BLOCK 6 1 ^ \ ALBEMARLE COUNTY %���/,: °' , i I \ \ LOCATED OUTSIDE OF THE PRESERVED SLOPES.Ul LEGEND z J a I1 ii , t / i I i ; �� ,�} + / \ \\ :Gi/�,%,'..; '. S BLOCK8 I t \\ '-. \ PRESERVED STEEP SLOPE , ���,' e PROPERTYBOUNDARY(TYP.) t\ L` i i I I /moo"' °+ \� -_ ,� / / / I I / (TYP.) \ as/! :. ` NOTE: AREA WITHIN THE BUFFER GREENWAY PRESERVED SLOPES VEGETATIVE BUFFER MANAGEDSLOPES Z 1L z z Q w w 100' I i i /' � ,/ , / / I , , - o/ , ___-, .., 1. / �'� BLOCK -�\`,...\ �,f,P/� ... _`., .:- ,. _-', °' ....;'`-=:\ _ _ AND OUTSIDE THE EXISTING TREE / , i / t I / \ fi, j �yf. LIMITS SHALL BE REPLANTED IN /r / /'�'"- -' " ' ` / C `° IS \ R I I I' ' / r ! i � -- ; ; \ t\ DEVELOPMENT r EXISTING soo-YEAR G�. '.�' , \ 'I - p °••°°° ACCORDANCE WITH THE PLACESz ---' \ ; ''' ° °•OO°°Oe °- g r r I. - tl FLOODPLAIN (TYP.)" °e° WITH HOA APPROVAL A MULTI USE PATH �`� OPEN SPACE GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS O a N I� DC J o r r ,' ( )., ® io' FORESTED BUFFER REQUIREMENTS % r -- ----- -' EXISTING BROOKHILL / \ `,\ �� AREA TYP. \fir r l f' ,J lfl, ,�� ® \i \� LIMITS OF 1gTH CENTURY , SHALL BE EXTENDED TO THE ENTRANCE OF + HOUSE TO REMAIN/— \ / i %/ �%' t' `\\ r ICJ , ��/ COMPONENTS OF BROOKHILL / ''� . \ .// ; ' • / II , MONTGOMERY RIDGE. THE HOA WILL NEED WETLANDS J T Q t I _ r j \ 1, \ \ `(� TO APPROVE THE TRAIL AND EXECUTE ALL B LOCKS ` \ \ `, DEVELOPMENTAREA EASEMENT DOCUMENTS ALLOWING THE BOUNDARY (TYP.) ` / / ? -' J t ♦ \ J _ �] t \ \ \ � 'f CONSTRUCTION OFT 1 HE MULTI USE PATH R / - ° -- �, % EXISTING zoo- A ` - [� � -mJ ,: , J \\ o - \ � �� '`' -_ ' �_-�-� � = \ PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE i9TH CENTURY COMPONENTS OF BROOKHILL = Uj + FEMA FLOODPLAIN TYP. '� � : � ;- ,� //'\\\\ �_ -- � �/' ON HOA PROPERTY. ( ) c f `- - ,� ;' OPEN ` I \ - +PROPOSED 1o' PAVED' i// .+a%''' s�,r I— I '' ' •- - - .' , -'\`. 1o' MULTI -USE PATH TO BE CONSTRUCTED ALONG . ; SPACE _ �\` I P ""'-� .+'+-°' MULT PUR OSETRAIL, (TYP.) - , THE NORTH SIDE OF POLO GROUNDS ROAD PRIMITIVE TRAILWAY PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR O O j 0 � � _ ., �,�+.. II Its' + I I t l _ ",%r, -�, ! \ � - „% �_ v<:+>�-� ..,� � t�+,��-''C_•" o _iy'. � !// ROPOSED PEDESTRIAN TUNNEL IMPROVED INTERSECTION ;, " \ ` ADJACENT TO THE NEIGHBORHOOD CENTER, FINAL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. � � 0 O __ '' v�NEO\�1EFZ AND STOPLIGHT.i W -=" -- - `�+Z, i' - PO f" 'PROPOSED IMPROVEMENTTO SO PR SEE BROOKHILL TIA REPORT �\ '�-' CO � — NN �.; 0000 EXISTING ioo YR FLOODPLAIN N M JUNE 15 2015 r� iC�' fi ` "FA GROVN I _ iw POLO GROUNDS ROAD FOR Ct��P FOR FURTHER DETAILS =' -- "- T`Rr 6 DSROAD _ ___ 43(D.B (50) _ _�=-�%' -'J TURN - LANES SEE THE POLO 481 P111 z(3J ,- -`` - _ GROUNDS ROADWAY V / STREAMS LOCATION OF HISTORIC RESOURCE TO BE PRESERVED W J If• _ IMPROVEMENT PLAN ! vii 3 n APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED o' BUFFER ALONG GRAPHIC SCALE t FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. �r� PROPOSED LOCATION OF CIVIC SPACE 10' MULTI USE PATH U w p ~ w CAL ♦' I I I ,AItl` Npr ° ., e° /•r" 200 0 200 40 B00 r '' SEE PROFFERS FOR FURTHER DETAILS / = I � ---`ai �/ `=- T.M. 18C \ PROPOSED LOCATION OF HISTORIC MARKER �/ JOB NO. SHEET 1 OF 1 / 46 \ - ^= - /PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. ( IN FEET) / -� n--zr PROPOSED L SCHOOL SITE OPOSE ELEMENTARY ` J E EM RY SCH 182150 1 inch = 200 ft. SCALE N. T. S. SHEET NO. 2 Z W Un z J 0 0 c 0 c 0 U rn Q X 0 6 In c c 01 U 0 0 Q_ 0 1� 0 c 0 0 U s 0 z w w z w z 0 0 Q V 0 U 0 0 0 0 L 0 1r, U I , I � I / ---__ 9 ifl UO V-- - , -- H0,� THO % OODgpSCOTT R. COLLINSI_Q o. 91E,LiNyO 0 441, \\ I �S&1 ONAL OO CQ RT ,� / �� A / - VENSW - - \ % \ / --R - - -�O� N Ln Ln Ln N � d � N cN-I m N M� mm� oo= III��BB,I BLOCK 4B SDP2o180005o FINAL SITE PLAN APPROVED 12/17/2o18 I i I CK 4, , SDP2o18o0050 \ FINAL SITE PLAN APPROVED 12/17/2ol8 II I I I j II 1 II III I' Ihil I Now OWN �`RUN I� I I ROAD PLAN (UNDER REVIEW) 1 I SUB2017-00117 V 1 II O I I, SDP201900026 i 1 FINAL SITE PLAN CURRENTLY UNDER II I REVIEW II I I� II �I II I Ij i I I �Illli,i�l ill fit * Nov MINE I n _ BLOCK 1 3 BLOCK 5 1 ANYAN COURT � o J // y I--7ZI 7 f w� `�'����� Q ' .000 Now am soma `\7 \� I \ O O H i 0 �% �.., > z \/� ---- /- w 400 PROPOSED / DEVELOPMENT � �I \ �,��� / W INITIAL SITE PLAN BLOCKS 9,10, i \ce I \ ' BLOCK 12IS., BLOCK 18 \ BLOCK 14 \ ♦/ I _y o \, W (NLn ® G ®® N RO P C \ re) C' 1 �, ♦ - / I � ®° as � ♦ ,� \` � --/ \------ _� a� 1 Mu. BLOCK 16I. soft ♦ _ ____--� I z %ft cti < ®lip° T/1' 1' ftft BLOCK 4C \\ \ -_-_� ' M y m �� ' \ �� ROAD PLAN I � 1 BLOCK® A\� I �� �_� �� I �♦ _--/ -� i W OO (UNDER REVIEW) BLOCK 3 �SUB2017-00117 1 1 1 ® A I / / �' \ /�\IN/ �� _ C) a „ , ftft i`�ftft 01 a I INNW \ 1 BLOCK 1B BLOCK z I° 1 \ `\ / w 1 1 a \ �� z� ,� ,v /� -LUQ Q I �;i� • \ I BLOCK 1� ----- J a a , 1� 1 ®o®® 1 1 �I > l ROAD PLAN \ '� <v O -- U) U (UNDER REVIEW) _ L ° , ° 1 f �O� _ - W Q :In _ _ _ I um SUB2o18-00115 BLOCK 3 ► .�� ® �\i /�1 _ 1 SDP2o1800021 I' I BLOCK 1A INITIAL SITE PLAN APPROVED I 1 _ I \o6/o8/2o18 a SDP2oi8000y9 I ° \ / I - _ FINAL SITE PLAN UNDER REVIEW °®® °®® __�_ no= MINE NNW 0 I a 1 �j \ `\ Z= w a 1 \ Now j ®®® BLOCK AREA SUMMARY w = ® / O a J O BLOCK 1a 9 1 \� ° ° 0. Development BLOCK 6 1 ®® ®® 1 °, ® Area Per proposed Area (Roads, Proposed Ul Greenspace/Amenities (ac) (n M I I ® \(� °a ® Block Land Use District Brook fill Area (AC) Lots, Buildings, Development W a ®®® 1 0 ® COD (AC) Parking lots) Per Area (AC) W 1 W ® COD (AC) Civic / Civic / Open Open Total Total \ ' ®® \ °a®® I �® 0 Parks Parks Greenway Greenway Space Space Buffers Buffers Greenspace Greenspace NN z L.f_ Required Proposed Required Provided I __ BLOCK 7 °° \\ � ®®°® I �-� ®®-�- Required Proposed Required Provided Required Proposed PROPOSED °c ` ®® 1 Neighborhood 12 12 0 0 0 0 0 U) DEVELOPMENT ®o ` lA 1.193 1.2 0 0 0 0 0 \' FINAL SITE PLAN ' a 1B 10.807 10.8 0 0 0 0 0 �I Jw� � BLOCK 8B � � � ♦ 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 3A Urban Density 3.3 0 3B Urban Density 1.8 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 rrQn O _ woo WON 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 V • 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 C:) 4C Urban Density 6.58 - 2.31 1.46 0.85 C) - ` N W 5 Neighborhood Density 5.1 5.7 1.5 7 6 Neighborhood Density 7.2 0 7 0 0 0 2 7 2 •°°°°°`°°S POL Q \ 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 ............... TATE RTROV NDS RO � 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 w 643 (D•g 48A0 ,50') 1 • • ,..•° °°••.•• � � 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 � 1- P. 26 /' \ 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 PROPOSED RESIDENTIAL DEVELOPMENT (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS ARE UNDER REVIEW) 2( GRAPHIC SCALE I I 1 aoo -I i' 10 11 12 13 14 15 16 17 18 19 Neighborhood Density 9.6 6.8 0 1.8 0 2.8 4.6 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 1 10.7 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 Neighborhood Density 1 34.4 1 1 27.3 1 0.7 4.4 3.8 2.6 11.5 Brookh ill House Parcel 3.2 1 1 3.2 1 0 0 1 0 0 0 Total 223.9 1 1 168.8 1 1 10.3 1 53.6 1 1 28.8 16.0 108.7 w w w a U) JOB NO. 182150 SCALE 1 "=200' SHEET NO. 3 ' \ D /z_ ° p w w w w w w w_L_w w w w w 55 h i =�s /� 5 5 5 5 I 5 5 5 5 �I(/ig� 5 5 \�2 - 456 31.38' - o \ p ° S59°04'25"E \r Gib LAND RESERVED FOR FUTURE -- - - - - - - \\ %x- DEDICATION UPON DEMAND \ FROM THE COUNTY. EX. STORM WATER MANAGEMENT (ACCESS (D.B" 5107 PG. 148) w w�w w w Io o o i I L � cry -454 - N59°04'25"W C� / o 31.38' Z— — 454 \� / e ° p IP 1 O ° I EXISTING ARCHER AVENUE I CURRENTLY UNDER CONSTRUCTION I \ I SEE PLANS UNDER SUB 201700117 I I I D I I £ I I I I `I o BLOCK 4A 1- LC F LC I S59° 23' 20"W 99.38' l _CD LO M O CO w o� Fclz V < LO \; EXISTING 8" SAN. SWR. EXISTING FIRE I iHYDRA X — — — — — — — J BLOCK 1B BLOCK 1A 455 - - TMP 46-19B3 (REVISED) N/F CROCKETT CORPORATION DB 5011 PG 170, DB 5107 PG 148, DB 5121 PG 644 37,612 AC. 454 EXISTING CONTOURS S590 04' 25"E 464.49' LO rr _ GENERAL NOTES: 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE PROJECT SITE. 4. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS RECORDED IN DB. 5121, PG.689-701. 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE RECORDED IN DB. 5121, PG. 676-688. 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED PLANS AND MAY NOT MATCH THE CURRENT, EXISTING TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY UNDER CONSTRUCTION. 0' �1zH 0 SCOTT R. COLLINS'� L� Lic. No. 035791 I�NAL E� z O a Z U w ® o z o m Q � c z N W / S30°5 / N5,9 04'25W W O N 120.36 Q Ln - Z- z f M Q j N 4 CL _. % 0 N 1 No BLOCK 3A H � I W C.,4 CD$0 YI w > m H '- =I W LLI W J z Z 2 J (� / d o a LU LL 0 OL9 Q z O Q rl U I® � z w ' I - BENCHMARK u \ p V STIR. TOP=442.40 PROPOSED \\- i--i VARIABLE WIDTH EXISTING 12 PROPERTY LINE / w x DI W/L - f- ® W PUBLIC STORM � `} - - - DRAIN EA�EME - � - - - EXISTING FIRE DB.5121, G.64 4 675 -- -- -- - - - - - - HYDRANT y - - --- - - _ -- -- - - -- - - - - - - - - - -- -_ _ - - -_ - - - - / - ---- -- - ---- ---- COi 463.88' W ul �00 '25'VV 4 °�� / 1 N5 I P N59°0 5 W W ° 0 I a° ° ° D c e° �� I I 1 1 nW// v i' - �L �1 s \ , PROP. 6" DIP W/L B w w wow w w w w w w w ww w w w w w�w-f- 9w w • w w w w / w J / �� z6'F C-F zz' E /P-E P e \\, \��\ l� SALAMANDER STREET PUBLIC ROAD \ \\vP �� - � EXISTING 12" - F - v DI W/L EXISTING 8" j l 58 WIDE SPEED LIMIT 25MPH G F - SAN. SWR. -- � W ° er�p ., a+ — e o ���� \ °04 - - - \ - -- -- --- - - g - - - - - - - - -- - -- -- -- - - -- N59°04 25"W_ 8 9 66 v _ 59 25„ _ - - \ -- 20' ACSk-WATER- I 725.�9' - - -- - - — - — — ----- -- �, damv 3a ����. CEMETERY �r�� Y — - -- -- -- _ - -- - -- -- �3� v o �I EASEMENT / - - - -°� 05 �� BLOCK 8 B — - --- � % M Y' �\ I I EXISTING SALAMANDER STREET�� �•.,. - BLOCK 6 j_ CURRENTLY UNDER CONSTRUCTION%� - - - - - - - - - - - ° I SEE PLANS UNDER BLOCK 19 - _ - --uj q3 I - - - - - Vl __ _ _ o SUB2o1800ii5 - _- - - � F T Lu u Lu I\ A .......................� - acl� uzi �a > I \ /F _ - JOB NO. r \ ° D /I 182150 I _ \ ^ ;"' e � ¢ GPAPhI�lC- SCALE SCALE _ f — 0 0 i 0 6o I i LAND RESERVED FOR FUTURE I / 3 s s "_ ° p a 1 30 DEDICATION UPON DEMAND � / I > FROM THE COUNTY. \ o I 0(D.B. IN FEET / \ j SHEET NO. LI 5107 PG. 148) \ /' I I I I - ( > z , - % A: 2.17 ACRES 1 �' \ / I / 4 / inch ft. D °C\ 31.38' 0 —�- 0 ° °04'25"E G ° ° LAND RESERVED FOR FUTURE DEDICATION UPON DEMAND FROM THE COUNTY. 1 (D.B. 5107 PG. 148) +£4* w T w CD oD o o �. Ln s s s s s s s s s s s s ® s s s s s s s s s s3) I N59°04'25"W D 0 31.38' �. 00 ° �D BLOCK 4A EX. STORM WATER MANAGEMENT ACCESS BLOCK 1 B PUBLIC ROAD OR GREENSPACEH ��� 041 _.. SCOTT R. COLLINS'� SCENARIO 1 SCENARIO 2 SCENARIO 3 Lic. No. 035791 ZONAL E� iCAR Z s8' Z 10 9' GARAGE PARKING ° MIN mx f' MIN 'i i MIN N MIN SPACE 2 CAR i SURFACE - W PARKING Z_ SURFACE PARKING m Z SPACES 2 PARKING SPACE SPACES o ° LL PRIVATE ALLEY OR STREET0 LL Z o ID m fy 20' MINIMUM TRAVELWAY PAVEMENT WIDTH o n t o J O n Lu w in k ri W W �Q- - cL U w � Z PUBLIC ROAD o _j NOTES: Oz J Q 1. EACH SINGLE FAMILY LOT WILL HAVEA MINIMUN � F SIDEWALK OF 2 OFF STREET PARKING SPACES. z $' MIN i8' 2. OFF STREET PARKING SPACES WILL BE LOCATED (� � w - - - MIN EITHER IN DETACHED GARAGES ON PARKING r / cC 2 CAR 3' PADS OR A COMBINATION OF BOTH. GARAGE MIN 3. GARAGES WILL BE A MINIMUM OFiB' DEEPAND PARKING °.� LOCATED EITHER 5' FROM OR GREATER THAN i6' SPACES FROM REAR PROPERTY LINES ADJACENTTO THE PRIVATE ROAD OR ALLEY. W 4. GARAGES WILL BE A MINIMUM OF7' FROM THE 2 CAR EDGE OF PAVEMENT OF PRIVATE ALLEY. GARAGE 5• ASPHALT PARKING PADS WILL BE BUILT WITH A PARKING MINIMUM DEPTH OF i8' FROM REAR PROPERTY SPACES LINES ADJACENT TO THE PRIVATE ROAD OR ALLEY. EACH PARKING SPACE WILL HAVE A MINIMUM WIDTH OF 9'. 6. DRIVEWAY GRADES MUST BE 8%OR FLATTER. THE GRADE TRANSITION BETWEEN THE PRIVATE ALLEY AND DRIVEWAY, BETWEEN THE DRIVE ANE GARAGE OR PARKING PAD (OR ANYWHERE IN THE SCENARIO 4 SCENARIO S DRIVEWAY) SHALL NOT EXCEED 3.0% GRADE DIFFERENCE. * IN THE CASE WHERE THE PROPERTY LINE IS NOT: FEET OR MORE FROM THE EDGE OF PAVEMENT o rlj OR FACE OF CURB OF THE ALLEY, THE GARAGE � SHALL BE A MINIMUM OF 7 FEET FROM THE ALLEI Ln EDGE OF PAVEMENT OR FACE OF CURB. \ I GARAGE AND DRIVEWAY EXHIBIT IL9 - i EXISTING ARCHER AVENUE TMP 4619B3 (REVISED) F CURRENTLY UNDER CONSTRUCTION N F CROCKETT CORPORATION M I D SEE PLANS UNDER DB 5011 PG 170, DB 5107 PG 148 DB 5121 PG 644 cos SUB201700117 z I 37,612 AC. �� t N J E F ~ ! CY) O I. u I PROPOSED VDOT STD. CG-2 SEE DETAIL ON SHEET7 VARIABLE WIDTH PARKING Ln PROPOSED 2' CD BLOCK 3A N - F INNER PARCEL GRASS OVERHANG AND ACCESS EASEMENT TEMPORARY TURNAROUND C:, INNER -PARCEL CONNECTION EASEMENT Ln 1 - F PROPOSED VDOT STD CG 6 (7) PROPOSED CONNECTION , - __ N SEE DETAIL ON SHEET 7 PARKING SPACES PROPOSED 2' AREA RESERVED FOR PROPOSED 5' REAR AREA RESERVED FOR j v GRASS OVERHANG FUTURE PARKING SETBACK FUTURE PARKING S59° 23' 20"W 99.38' — — ' Q -------------- J 64� F - — - -- - - _—I / Ln o — V CD , 9' _ // i I O VARIABLE WIDTH PUBLIC STORM ' DRAIN LASEME DB.5121, PG. 4 675tj w \ 9 / I / / / I / 0 / 0 � e� i EXISTING STREET TREES ALONG ARCHER AVENUE Lo �y h zo o (TYP.) TYP. � / vLli O c.i� Vr�_ L o J S 3R - - - 3R cn/�5R 5R . 3'R 5'R / :- I- a �_ w � 464.49' 3 R ��' o� \ � w� PROPOSED VDOT - \ �� C� v DRIVEWAYS SHALL UTILIZE PROPOSED CG gD H STD. CG 12 (TYP.) DRIVEWAYS SHALL UTILIZE PROPOSED CG-9D PROPOSED / zl / J j Z `N° > ROLL TOP CURB ENTRANCE (TYP.) j > SEE DETAIL ON SHEET 7 N j ROLL TOP CURB ENTRANCE (TYP.) DRIVEWAY `� W I --I Q SEE DETAIL ON SHEET 7 SEE DETAIL ON SHEET 7 Q Q SEE DETAIL UR SHEET SEE DETAIL ON SHEET 9 a BLOCK 1A a 7 7 (9'x18') MIN. 48'R TEMPORARY TURN AROUND & o INNER PARCEL FOR FIRE AND RESCUE SHALL a ' v S N _ CONNECTION BE CONSTRUCTED AND REMAIN u IN PLACE UNTIL ALLEY IS EXTENDED 0 (n �7 D TYP. 18'M �� �� TYP. i8'M N. I- - - ``$, (TY � (TY .) PROPOSED VDOT STD CG-6 J Q kL Q w I SEE DETAIL ON SHEET 7 ,,° -� ®N +•--- �r � III T- - -II 1 -I ----TIIII - IIII II ,IIrII - llI I ,III III II II IIII II II IIIIII IIII II IIII -I°I - II IIIIIII ,Q 7 I O- O� III1 \ -------- — � - - --- ----- U QJMPROPOSED DRIVEWAY ---- -------L- - -----J------ E PE P-------------- BUI ING #1 PROPOSED (9'x8)MIN. I I I ILDPROPOSED GARAGE GARAGE BUILDING#2 DRIVEWAY - PROPOSED 5'CONCRETE SIDEWALK 'PROPOSED24 S(10 x2o) TYP.(9'x1s') MIN. 18 APARTMENT UNITS (I0'x2o') TYP. F/C-F/c 14APARTMENT UNIT — Q I PROPERTY LINE w p, 3o' MAX. SETBACK PROPOSED 5' CONCRETE SIDEWALK - -; - - PROPOSED VDOT STD CG-6 -I- I PRIMARY ENTRANCE TYP. d II ( ) L. 7 " _ __ __ II ,. h IIII -I-I ° II - a IIII IIII ° ° �•� °° D "', I -I yq �54N9�O,�25�W I PRIMARY I ENTRANCE (I TYP. PROPOSED INGRESS/ _ ASEMENT TO B_E EGRESS LOCATION ABANDONED DETAI L ON SHEET 7 mONEW 20ACSA SANITARY SEWER - Q w:ILI 9 .66 EXISTING STREET N590 25"W° AND STOP SIGN - ---- ------ F+ SIGHT DISTANCE-281' 8o H-TDISTANCE-_� PROP. 6"DIP W/L-B EXISTING CONCRETE Imo: �� STOP S;QAI e U) S' SIDEWALK W 1948 VPD W W W W W w W W w �� "' SIGN w- "°EXISTING 5' CONCRETE SIDEWALK- ,,. _- w w � 26'F/C-F/C 22' E/P-E/P H A1�IANDER STREET PUBLIC ROAD I (TYP.) , F I� -5� 8' WIDE � II IT �25MPH DISTANCE TO NEAR EST w o� INTERSECTION 300'w LLI z z F F F f / - D° AREA OF MILL & OVERLAY Q 0 Ie " 3 EXISTING PARKING SPACES - ----PER VDOT WP-2777771 777 - - v Lu DEDICATED TO BLOCK IA - T-------- �- - -- -- N59`04'25"W 899.66 \ z LA EXISTING SALAMANDER STREET Q I I , I N59°04 25 �- la- "' 1� CURRENTLY UNDER CONSTRUCTION \ CD SEE PLANS UNDER 725.79 \ (V o - 20' ACSA WATER EXISTING STREETTREES EASEMENT ALONG SALAMANDER STREET I SUB2o18o0115 CEMETERY �' •'.,I -i � �/�0� 26 S I I• , • I °ZZ_ �, BLOCK 6 w ° BLOCK 8B — I •• a �I •.0 Luw I \ BLOCK 19 - 0 _ w ate. Ln --- i - ............ JOB NO. .z N l ...... .... 182150 W _______________ --------- GRAPHIC SCAL � „ I SCALE -' F_ I L----I z / 30 0 15 3 60 I/ 1 =30 tEM � AND RESERVED FFUT URE R ) N I D� ___ ____ EDICATIpN _ UPON __ANi� IN FEET) SHEET NO. e FROM THE COUNT a __ / I inch = 30 ft. 5 D -- ° F �G 31.38' - D° '04'25'E- ---- \� LAND RESERVED FOR FLrTUR - - DEMAND F �\ \ DEDICATION UPON FROM THE COUNTY. EX. STORM WATER MANAGEMENT ACCESS �+�­W-w (D.B. 5107 PG. 148) w � w w�w w w w C _o � I F o 0 F N I I-, s® 4'25"W I ° � I ° I -- -454 - --- -- PROPOSED DRAINAGE AREA OUTFALL TO POND STORM SEWER FROM EXISTING AND APPROVED BROOKHILL SECTION 1 MASS GRADING VIRIGINI STORMWATER MANAGEMENT PLA W P0203-7000_ STR S'30°5535"W 57,25' - 4_= H 077 SCOTT R. COLLINS'� Lic. No. 035791,� ZONAL E� z O a r_ U Z w o Ln O z a o ,j L z w W Iw i o � -- w N / Q Ln N N59 04 25 W o - -- - - M 120.36 tPM IN REAR ETBA K STIR EX A-o5 ICE RINK STORM SEWER EXISTING / 3 L UNDER APPROVED BROOKHILL D FINAL SITE PLAN FOR BLOCK 3A (ICE RINK) PLANS SDP2o1800049 3 L - - - - - - 'G - I L9 XI TING ARCHER AVENUE - TMP 461 0B3 (RE PROPOSED BLOCK iA STORM _ I� I E SHALLTIE INTO EXA-o6 -------- �UR ENTLY UNDER CONSTRUCTION 1V/F GROGKETT PORATIOIV9EE LANS UNDER w ----G- o --z MDB 5011 PG 17 107 PG 148, DB 5121 PG 644 1 w -7 J f 5UB o1700117 37.612 AC. ww o ° CV I � I� co ° ° ,I PROP. BOLLARD' N s I D f II uj ` `PROPOSED MOUNTED �PROPOSED z I POWER 454 CONTOURS SANITARY SEWER EXISTING BLOCK 3A TRANSFORMERSCD ° I UNDER APPROVED BROOKHILL FINAL SITE PLAN FOR BLOCK 3A / STIR EX A o6 F -v I NEW.MH.zA (ICE RINK) PLANS SDPzoi800049 ��� II Y" �(V 1 I E NEW.MH.z TOP=451.34 PROPOSED 6" PROPOSED 8" MANHOLE 2ATOP SHALL MEET NEW.MH. TOP=446.10 I -- INV.IN=430.94 PVC SAN. SWR PVC SAN. SWR NEW PROPOSED GRADE TOP=448.7o(TBD) I INV.IN=4z9.4z INV.OUT=430 74 LATERAL / INV.IN=432.96---------- r'➢ f QINV.OUT- z zz ------------------------------------------- ---------------------- --------------- -------------- --- -- � 3----------------- ° P -4 9 I INV.OUT=4 .76 �t r l ° W L 59' j %: // PROPOSED 15 / �� I SED Dp / / W J I ACSA EASEMENT U' 0 W S=o.5o/u �� / HDPE STORM /// �� \ I m / w I 811 SAN SWR � � SEWER / i NEW.MH.4 J - - - / TOP=TBD 7 S I - L6 � ,z -- �!-- ' 4 M L-z63.z3' - 6z.5-------- � ---- ---------- '�----- ----------� INV.IN=434• >-S-O. /45 - - BLOCK lA S=o. % INV.OUT_43 0 8" SAN SWR 8SAN SWR L �O Ol p lL=10 •24' w 0.5//OO rn , J 00 00 O O ri 14 O O - -mv ^N O 0 %QOl O O O Io p S O. / m- -/-- - - - - -- -- STIR 12 8" z SAN SWR 0 I o 0 0 o 0 0 0 0 0 0 0 o 4 R 0 � � o STR \ ? Q z o co o �n n o o M a m ao vi eo � ao 00 N N m N} _ -4-- 2 } ST M �} N.} N } �1} M} l0 } L!1} a} M} N } �-I } l(1} a} �} �'} M} M} M} M} M} M} a} a} a} L(1} nn Lu o ® ® ® 0 C O ® 0 ® < 06 .MH.4 � ® ® 45033 450JS ® 0 0 ® PROPOSED 20' STR 1 ° TB TB DRAINAGE TOP=443 83 0 4 " I'I I'I EASEMENT �--i TIE INTO I INV.IN=428.92 - - - - - - - II 5 4 -4 STR 10 45 7 f+5 7 f+5 7 45 7 4S 7 ,45 7 415 7 -- -------I ------------------ EXISTING FIRE INV.OUT=4z7.79 6' 10' FFE=�+49.33 III FFE-I�So.00 III FFE-1450.0o III FFE-�;�0.67 .I FFE-�ISo.67 I FFE-%1151.33 III FFE=%II 2.0o II FFE-II- 2.0o I'I FFE- I- 2.0o FFE--I 2.6 I FFE--I 2.6 I FFE-� 12.6 I FFE--� z.6 I FFE-I- 2.6 I FFE--� 2.6 I FFE-I- 2.6 EX. SANITARY GAR= GAR*�50.00;; GARS .oa GAR 450_6�,1 GAR 451331I GAR=451.33 IIII GAR=45i•33 STR 8 GAR1452.001 GAR-45z.00 GAR�45z.00 GARL45 - +5 HYDRANT SEWER MH. GAR*448.671� GAR* 49 33 - _ - r49 33 (P) 4" FIRE LINE - (P) 4" FIRE LINE ----- --- � _- r --------------------------- I GAR- GARr452.o011 GAR=k+52.o0 s_ BUILDING #1 h \ " " " (P) 2" TYPE K COPPER WATER (P) 2" TYPE K COPPER WATER BUILDING #2 S ;; ;; 18 APARTMENT UNITS o SERVICE LATERAL SERVICE LATERAL I li 06 M C.O. PROPOSED 6 g - - - - -'Ir p FDC LOCATION - - - - - APARTMENT - UNITS SITS O -- - -- ---- -I- - -�--I-1--- - (PROPOSED � � -► ;' I I W LATER, II II II II II IPROP 2 AL " " " " II O II � w� (P)1.5"METER IN VAULTI PROPERTY LINE � z PVC SAN. SWR. II II II II II 44 3 49 5 449.5 45 7 4 o.i 45o.i S 3 i. 0 451 5 4S1 LOCATION- P 1. METER IN VAULT' _ II II II I II i 8.8 0 0 o.i n 45o.i o.8 I ,.° � II II II 45 45 a- U-1 I t/ rYl, i.5o i.5o 45i.5o 4Si.5o 4 i. 0 451 S0 451�50 / - _� � ° £ I 449.50 1S_6 1 6" ~ STR 16 i y - PLn -- - _ - -- - - - - - - l 4 i io_6 8 6" LL, 7 6" 7-6" - EXISTING 8" I �4 i5- i4 7" i5.6�� - RISERS „ RIS ISERS RISERS \ZISERS 6_6 7 6" 7-6�� 8 6„ 8 6„ - - -- - _ - - RISERS RI ISER '3 6 ;�_ RISERS R S RS RISERS RISERS - - - K 5°MIN FR NT SETB� SAN. SWR. - N 9°04 € 9 -.� I- - - -- _ - - -- - -- --- LJ,J - - _ 2.00' 2.0o z.00 2. .o i 8. 8. o o - / BENCHMARK 442.00 44 44 44 r 22.4 44 8 443 444 445 446.3 ° 44TS ° 44 4 44 7 449 �F448.7 448 6 44 •2 448 0 / / ° 441.g - ° s ° STIR. TOP= 2. o -�- LLJ j 44 4 -� (P) 4"-9o° BEND �.. i \ �\'------I',,. ��� - A - EXISTING FIRE.. -I - PROP. 6" DIP W/L B " HYDRANT (P) (2) 4"4" TEE w w- - w I w w w w w w w �' w w w 1 -----4rt w SALAMANDER STREET PUBLIC ROAD (P) (4) 4"-450 BENDS (3) 4 G.V. 22' E/P-E/P EXISTING 12" - 25M PH (P) (2) 4"BLOW OFF ASSEMBLY (1) �- r - -T x4" TEE (P) \ 12"x4 "TEE " DI W/L I EXISTING 8" _ 58 WIDE SPEED J.-�I �, J EXISTING 1z D.I. 26'F/C-F/C lij SAN. SWR. \ (3) 4" G.V. (1)-4" G.V. �� _ (P)12"4' TEE 1) BLOW OFF ASSEMBLY (1)-4" G.V. WATERLINE O L -4- ® P EXISTING 12" D.I. \� WATERLINE e°° D e D D e ° ° ° °° ° ° G ° „- - - _ ---- - _ - ° - - - - - - -7- - _ -- - - --- -- -- -- - 6 - - - -- 173.87' O N59°04'25"W 899 6 ` N59°04'25" -- �- 20' RCSA WATER- - BLOCK 8B 725.79 -- -- --- -- -- -- _ -- - -- \ -- - - - - N EASE (ENT \ I J, CEMETERY EXISTING SALAMANDER STREET •'•J, - -- -- - - - - -- - - - - -- - - - - ------0,3� 2 ° \ I CURRENTLY UNDER CONSTRUCTION •••-- __ _ _ -- - - - _-- -- - - - -- \2 \ I D f \ ! I _ - - - - - - ®� � / � � � � - _ �,SEE PLANS UNDER - - BLOCK 6 J ° SUB2o18OO115 ' • -- -- _ -- -- \F ..I , �� - - , _� - - U I - - - -Lu ° --- / _ - - I� - Lu o • I - / / - Lu O w 1 \ - -- _ BLOCK 9 _ ��� JOB NO. / I ........................ 182150 e �•-----�- -�- --- � � / / � �� � .� Y � I / / NOTE: G%', �� S C LE I �..._ SCALE w _ f 1 A KNOX BOX SHALL BE PROVIDED ON EACH OF \ 1 30 o i5 30 60 1 � � � � � I- � �� �� � � � � ,, � �� � �__- i � � � � � � � THE (z) TWO BUILDINGS. THE LOCATION ON � �,� � � �_�- 1 ��-30' END RESERVED _ kFUT �� EACH BUILDING SHALL BE COORDINATED WITH EDICATIQN UPON DEM,AN FU i ` THE FIRE MARSHAL'S OFFICE. \ SHEET NO. j ( IN FEET ,D 0 ROM T4E COUNTY. 6 a 43� °°---- -- / , / 1 inch = 30 ft. BLOCK 1B GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 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 LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCH TION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, /N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, /T /S DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 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 INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS 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 VEMEN T 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 COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, H, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 © 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. SIDEWALK (WHERE REQUIRED) VDOT STD. CURB A CONSTRUCTED ADJACENT TO DROP INLET (DI-3) AND FLUSH WITH INLET TOP WITH TYPE A" NOSING 0.51 '�''�t FLOW ,UNE : ` • .: - N .. ! . • .. 4 LlN , ,�}} 3' .�. ,s. • I'�10' TRANSITION 10' TRANS1T10N--I VDOT STD. ROLL-TOP CURB SECTION A r 4 SEE DETAILS XS-3A AND XS-3C PLAN_ NO SCALE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIggwirsi►� �QaNG� ENGINEERING DATE 01 NOV 2004 DEPARTMENT d 9 NAE 1RAINSMFE ROLL-TOP CURB TRANSITION SCALE. N.T.S. 'e` " °, s.<�o ° °" TO STANDARD CURB DROP INLET DETAIL NO. (�..)„-,m,... XS-3R asxadR�xlxnWu.� SInFWAI K fWHIFRF RFAIJIRFnl SEE DETAILS XS-3A AND XS-3C -" �N NO SCALE VDOT STD. CURB A DROP INLET (DI-3) = 0 3a O It O WZ 00 Ir W CW a- a- U6i 0 1.6't 0.5' T"•1 = SECTION A -A NO SCALE WP-2 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA TION 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 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y 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 W. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. IV. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. CONCRETE CG 6 CIL POINTOF CG-6 CONCRETE SIDEWALK CURB & GUTTER FINISHED GRADE CURB &GUTTER SIDEWALK 1/4":1' 1/4 :-! PLANTING STRIP 5' 6' -2.5',I 00000 0 00�� ez�� �o o ��sss ��� PLANTING STRIP CG-2 CURB CAL POINT OF FINISHED GRADE 1/4":1' 1/4„:1' CG-6 CURB & GUTTER 5% : TRIP GENERATION 111=1001 - - - - ---- PROPOSED TRAVELWAY I 1 // 0 h , ,, I ,I !'; - ii __ _,-- - L- - ._ - -- L-- - - - - - - - - Q -- - - -- -- -- - --- BUII,pINGNli---'---i 14 APAR�MIENTUN�' I - --- --- --- 4 - - - --- IS APARTMENT UNITS IR r---Y---- --�--- .--- M rV , , : SALAMANDER STREET EXISTING PUBLIC ROAD ----------- ------- --, � + -'- III . I I CO I C n.TD i TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION) 32 TOWNHOUSE/CONDOMINIUM UNITS (CODE 220) ��� �� ��9 �� 9�,COTT R. COLLINS- O Lic. No. 035791 1�0�_Ils�SIONAL 11 '�e O J ADT: 234 VPD (117 ENTER/ 117 EXIT) a r (5' MIN.) AM PEAK: 15 VPH (3 ENTER/ 12 EXIT) - th Z v Cr) � U) 4" CONC. z J PM PEAK: 18 VPH (11 ENTER/ 7 EXIT) 300o psi MIN. 0 1-1/2" SM-9.5A SURFACE COURSE 3" BN INTERMEDIATE CO( 5.5" COMPACTED A BASE COURSE, VD COMPACTED SUBGRADE ASPHALT PAVING - ROADS z /A ����% . i ° A' • i .L7�/S\��/ - �/� w - i/\\ a //�/,/L\.yi N 4" 21-A STONE BASE CONCRETE SIDEWALK LLII NO SCALE W NO SCALE TOP OF 4" �2" R CURB � a 4 •• 6» • • 4 •- . ... . - • , • A A: "• 4. ., i„ . •. i �3, 13, lo' lo' (TRAVEL LANE) (TRAVEL LANE) -I L 1' 6" 2'- OR #78 (TRAVEL LANE) (TRAVEL LANE) 6' S' 0 5' 22' F/C-F/C STANDARD CG- 6 STONE#BASE68 NICER CURB _�.5_ PROPOSED TRAV�'LIYAY DRY CURB &� GUTTER & CHECKED BY VDOT PROPOSATD TRAVLTLF,4Y NO SCALE PRIOR TO PAVING AND/OR >5 LIPlI I�PSIGN SP��1� PERPENDICULAR PARIIINC AS ShtOAI'N ON SITE PLAN BACK FI LLI N G. 15 fIPI-1 I>FSIGN SP-TEID ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 x EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT -EXISTING ASPHALT LAYERS - PRCPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE ---------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %y INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) _____ 0 AL CV E ® .--- ___________ -xxx •e. •D. .�. c. 'A• -p' ,t. •e:. -. -�. 'oc r, .�. •v, •cgobyI?' ,q o4 qP.o 4o NIROXITO IOX CHANGE e.' :oo.e o.qe .T I . Yo:aY= • 0 I SECTION C-C 6" AGGREGATE BASE CLASS A3 (H.E.SJ OONC. TYPE IS12E 2E p.p•• 5'-0" 5'-D" ® POINT OF GRADE CHANGE �� 12% MAX. SLOPE FOR CURB AND GUTTER ONLY Rr • >. • b: , ,, x x 12 X MAXIMUM INCREASE N SLOPE AT MINIMUM 10' INTERVALS p.' p• FOR SIDEWALK CURD AND GUTTER BUIL14 T CONCURRENTLY x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS , . •. SECTION A -A SECTION D-D STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE ROM AN�BRID E❑STAN-)ARDS VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SHEET 1 OF 1 REVISION DATE 07/15 203.03 CG-12 NOTE: COMPONENTS OF CURE RAMPS CONSIST OF THE FOLLOWING: CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST O THE FOLLOWING' HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) HYRALLIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REWIRED (CG-2 OR CG-3 IN LINEAR FEET) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: BETE TABLE WARNING SURFACE (AREA IN SQUARE YARDS) GENERAL NOTES. DETECTABLE WARNING SURFACE (AREA IN SQUARE YAROS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD H F THE V IT I A SEPARATE PAY ITEM AN 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH 0 E ABOVE EMS 5 SE E E D SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL S. FROM THE MATERIALS APPROVED LIST FOR 2. DETECTABLE WARNING SHALL S. FROM THE NOT APPROVED LIST FOR DETECTABLE WARNING STHE SP. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12;1 MPK DETECTABLE WARNING STHE SP. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC' 12 DETECTABLE 48�1 MAX SURFACE H ITT T T STANDARDS AR SURFACE ITT T T T AR WARNING SU ACE AND SHALL BE SUBMITTED 0 HE S AND DS AND W NNG SU CE SECTION SHALL BE SUBMITTED 0 HE S AND DS AND SPECIAL DESIGN SECTION FOR APPROVAL. 1 SPECIAL DESIGN SECTION FOR APPROVAL. t�__ 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLYWITH RAMP 4' 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMPFLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQURED BARS. ''(S SO\�� FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 SO THAT MP FLOOR ADJOINING FLARED SIDES CAN BESCAS7 W PLACE AFTTER POVIDED FOR LNACEMEL ENT OF MAX 4. ITHATADJOINING FLARED SIDEP FL OR IS PRECAST SCAN BELES ST BE CAST IN PLACE AFTER PLACOVIDED FOR LEMNT OF 10�1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL CLASS A-4. TYPE A AM Loo Ec co E E s L BE C AS TYPE A 5 OQTHRSIDES OF ED BARS HE RAMPE TO EFLOOR,MID-OEP HEOFICENT RAMP FLO R.TO CENTER MINIMUM'�RG PERPENDICULAR S BOQUIRED TH SIDESAROF HE RAMPE TO EFLOOR,MO-DEPTHEOFIRAMP FLOOR.CENTER MINIMUM�RG PERPENDICULAR CONCRETE COVER 1%'. CONCRETE COVER 1%'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB M10 GUTTER. 5'MN ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5. MIN Ax 0 M M 1 .1 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 52 7. CURB RAMPG ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS WHEREVER E0 T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER �� BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER t� AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY R A HIGHWAY FACILITY 1Y•1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY O A HIGHWAY FACILITY 12.1 MAX CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS OR NONEXISTENT. THEY MUST RE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B AS SHOWNS0 PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES,EXISTING LIGHT POLES.FIRE T H VEHICLE STOP I EXISTING LIGHT P FIRE BE LOCATED BE IN E CLE S C LINES, ROUTES NG L G IDLES, E HYDRAN DROP INLETS, ETC. ACCESSIBLROUTES PROVIDE A ONTINUOUS PARALLEL HYDRANTS, DROP INLETS, ETC. AND SLIP RE ROUTES PROVIDE A CONTINUOUS PARALLEL UNO64TRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL UNOBSTRUCTED, STABLE, FIRM AID SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED v' (P1HA'V-E AND USED BYPEDESTRIANS. AND USED BY PEDESTRIANS.B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12+1 M8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THATTHE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ` THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK PAID THATTHE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12+1 MA%- ;`(p THAT THE SLOPE AT 71{ CONNECTION OF THE CURB OPENING IS 12') M ;�PERPENDICULAR TO THE CURB. ,TCX. PERPENDICULAR TO THE CURB. E.X'5• MW W. 5�MAN XC9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOTACCOMMODATE THE TURNING REQUIREMENTS OF ANTCIPATED HEAVY TRUCK ACCOMMODATE THE TURNING RE UIREMENTS OF ANTICIPATED HEAVY TRUCKNQM MN4 4 TR FI F T T -1 T H T F F T T -1 1 T H AV AF C.RE ER 0 S ANDARD CG 3. COMMERC AL EN RANCE (EAVY RAF C RE ER O S ANDRD CG 3 COMMERC EN LACE E Ai AC ,2" HIGHER THAN ANOTES)TRUCK TRAFFIC) FR CONCRETE DEPTH. TR K tRPFF ) F R N R T PTH.UC C 0 COCEEDEEOCE OF PAVEMENT E 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT .M•.Y•. ,SAME AS TOP OF CURB 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT ).)K ,SAME AS TOP OF CURB TH MINI M WIDTH H T WIDTH F THE SHARED PATH. THE WIDTH H T WIDTH F THE SHARED PATH. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. E MU WD SHALL BE HE WD 0 E S EB USE E MINIMUM WO SHALL BE HE WO 0 E S ED USE 11 H Y P PROVIDED F T CROSSINGS TYPE C 11 H Y P I PR FOR T R I TYPE C SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. W EN ONLY ONE CURB RAM S ROV DEO OR TWO C OSS NGS (DIAGONAL), W EN ONLY ONE CURB RAM S PROVIDED 0 TWO CROSSINGS NG$ (D MONAL7, A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR 3- A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS W x 4' PARALLEL & PERPENDICULAR PAVEMENT LAYERS. THESE CORES SHALL RE SPACED NO MORE THAN 500 FEET APART. LANDING AREA MAY INCLUDE THE GUTTER PAN. LANDING AREA MAY INCLUDE THE GUTTER PAN. , TRUNCATED DOME TRUNCATED DOME 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 12. ALL CASES WHERE CJRB RAMPS INTERSECT A RADIAL SECTION OF 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1' INCHES AN REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE .6"-2.4" C-C .6"-2.4" C-C /z CURB AT ENTRANCES L STREET CONNECTIONS THE BETECTABLE d CURB AT ENTRANCES R STREET CONNECTIONS THE R FIE LE o PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. WARNING SURFACE MALL HAVE A FACTORY RADIUS OR BE FIELD - O O O O O z WARNING Sl1RFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE THE BACK OF CURB. O O 0 O O O 0 0 0 0 O 0 O THE BACK OF CLRB. O O O O O O 0 0 O O O O O AD EFFECTIVE SURFACE DRAINAGE. _ _ _ 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �= tj 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7' _(:� ,e[- �D LANDING RAMP + LANDING RAMP + 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPECIFICATIONS. NV DOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 CC-9D }{• op, O 1 �1P4BH'4C'K Op Sp(QFwk EXISTING OR PROPOSED k SIDEWALK R SIDEWALK SPACE 0 EXPANSION JOINT- `V❑❑T lVD❑T '? I r 150/.-(%// BAS R DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O 0 O 'P = r 150/ UY. OF DIAMETER DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O 0 O O O O O 0 O DETECTABACKBLE WARNING SEE NOTE 2 BACK OF GlR9 o (- �BASE9DIPMETER I VARIABLE FULL WIDTH OF RAMP FLOOR _I DETECTABLE WARNING SEEAT BNOTACKEO72,CURB o T 1- �IBASE9DIAMETER I _ VARIABLE FILL WIDTR OF RAMP FLOOR _ 1- DETECTABLE WARNING TRUNCATED DOME DETAIL PAY LIMITS DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME DETAIL PAY LIMITS DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL INSTALLED ON A RADIUS DETAIL SPECIFICATION SPECIFICATION SPECIFICATION ASPHALT PAVEMENT WIDENING REFERENCE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE ..DAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE FOR WIDENING SUBJECT TO TRAFFIC 315 SHEET 1 of 5 REVISION DATE (GENERAL NOTES) 105 SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 VIRGINIA DEPARTMENT R TRANSPORTATION 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 502 VIRGINIA DEPARTMENT OF TRANSPORTATION WIDTH OF CG-2 CR-2. 2A A � Tf RBI )TN OF ENTRANCE d LIMITS O PEDESTRIAN ® _ _ _W" ® LIMITS OF PEDESTRIAN )NOTES) 27 4" MIN - 28 4" MAX RAIL HEIGHT EXPANSION JOINT -• AC ESS ROUTE ACCESS ROUTE m UNPAVED SPACE NON -TRAVERSABLE - UNPAVED SPACE 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 3'-1'/i' 3'-P/j • 3'-7%Z' 3'-1'/j' Q 2. CONCRETE TO BE CLASS AJ F CAST IN PLACE, 6'-3" 6'-3" 4000 P51 IF PRECAST. / u JP w g WIDTH OF 3. CURB HAVING A RADIUS OF 300 FEET OR LESS R w ENT R ICE CURB. OF CURB) WLL BE PAD FOR AS _CURB INCLUDED IN w ENTRANCE GUTTER u E t rTy V+ - - - ---�4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH p. l4lR!.Y l,rl.YIA" JA%A'JA" iYn - i Ill - - - - �" (32t"I DNEPTH� N IOROER RTHEA�T THES80TOUTOMAS D.� • D.� LINTS OF-mr...I LIMITS OF PEDESTR p� •'A. '• CESS ROUTE NR-TRAVERSABLE CESS ROUTE OF CURB WILL COINCIDE WITH THE TOP OF A w F COURSE OF THE PAVEMENT SUBSTRUCTURE, D,' D,' z OTHERWSE HE DEPTH Is IC BE 18" AS BE MN. J J J J J J J J w NO ADJUSTMENT N HE PRICE BD IS TO BE MADE :' . :' . ` '� W PEDESTRIAN ACCESS ROUTE DETAILS WITH & FOR A DECREASE OR AN INCREASE N DEPTH. 1" D.; • A.; • D V• FLOW LINE 0 WITHOUT UPAVEO SPACE 5- CO-2 IS TO BE USED ON ROADWAYS MEETING g e• ,:A' , �� THE REQUEMENTS FOR CO-8 AS SHOWN N L� D.� • D.� • D GR-2 GR-2A ADDITIONAL RIGHT-OF-WAY IS REO RED IF THE LIMITS APPENDIX A OF THE VOOT ROAD DESIGN MANUAL, ENTRANCE WIDTH r-3^ IN THE SECTION R GS URBAN STANDARDS. e••_ e•'. I6'-3" POST SPACING) (3'-P/2" POST SPACING) O PEDESTRIAN ACCESS ROUTE ExTEND BEYOND EXISTING EXPANSION JOINT DESIRABLE MINIMUM 16' R PROPOSED VDOT RIGHT -OF W v. ( 1�" N . ?� D.! D MA)( DYNMIIC DEFLECTION 3' MAX DYNAMIC DEFLECTION - 2' ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT .A .A BASE e. �'! •?'! • G ® PEDESTRIAN ACCESS ROUTES PROVbE A CONTINUOUS > :' :' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . p• ' D. , 0. p,� T D,L T D A PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A HALF PLAN FACILITY ACTUSEIBY PEDESTRIANS. CAN BEAPPROACHED. ENTERED AND I • n'. • e. '- E• .A, .'A, . W IF PEDESTRIAN ACCESS ROUTES 1i0 ARE BEING gUgFACE P' • e. . o . 2" RADIUS SIRBADE NOTES) PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQURED WITH A MAX. 2X CROSS SLOPE. SECTION B-B �A. 6„ GUARRND LOCATIONS MOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION F AND AS DIRECTED BY THE ENGINEER. WHEN USED IN CONJUNCTION WITH STANDARD WHE U QG-7, THE CURB FACE H HIS 7, CG-3STANOR 2' 0" ' 1 D.�� as FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 50L05. x OPTIONAL GR-2A METHOD VST NESTED RAIL z OPTIONAL CR-2A METHOD USING ADDITIONAL IS BE ADJUSTED TO MATCH THE MOUNTABLE CURD CONFIGURATION I+--� .:A' . D • ' D FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST UNPAVED SIDEWALK SPACE PARABOLIC !' ASSOCIATED HARDWARE SEE MEET NOS. 501.01 AND 501.02. A. d �A. x WHEN NESTED RAIL R ADDITIONAL RAL 5 PLACED ON BACK OF POST CURVE - '. e. s b FOR GR-2A THE POST SPACING WILL BE B'-3". N RM TT R - ® '6- :tD. D.' �D. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII ® - x x �A �A �A BETWEEN 5 FEET AND 150 FEET. • BASE F D.� D2TD. e ;'e SIIBBM �' 6" ACCEPTABLE ALTERNATIVE F CURB IS EXTRUDED D5 502 ALL GLARUHAIL PUBIS SHALL BE SLI PLUMB. PUSI SHALL NOT BE SET WITH A VARIATION OF MORE THM1/p" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 MD CR-2A RAIL SHALL BE MAINTAINED AT A HE OF 27�" MIN - 28t'a" MAX AS MEASURED PER STANDARD CR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL R-2A METHODS OF NESTING THE RAL R USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND MY LINE MPH LSIHN'Y LS FLARE RATE FLARE RATE 70 9' 30:1 15-1 i 60 B' 26:1 14:1 50 6.5' 21:1 III 40 5' 16:1 8�1 30 4' 13'.1 T1 ♦ SUGGESTED MAXIMUM FLARE RATE FOR SEW -RIGID BARRIER SYSTEMS STANDARD 611 CURB RDAD AM STANDARDS ROAD MD BRIDGE 0E STANDARDS q COPY OF THE ORIGINAL SEALED PAID SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REVISION DATE SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) VIRGINIA DEPARTMENT R TRANSPORTATION 20L01 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION IDS 502 io" (TYP.) PAVEMENTCOURSE Face of Curti Invert Line bin tin 18in R1ft3in r Q R1ft6ini. - '�` _j .- YI L_ I 9 v...I------------------ ---- Builder's Option: Area may he cancreie. Bottom of curb may follow slope of sub•6a5e provided a minimum de. 2 of 7 inches is maintained. N L -11 1ft0in 2ft0in Rolltop Curb NOTES- L THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4(X10 PSI IF PRECAST. J. COMBINATION CURB M GUTTER HAVING A RADIUS OF 30D FEET SHALL BE PAID OFOR AS RADLESS IAL COMBINATION CURED FACE OF CU78 6 OITTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM) OF THE CURB k GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE OF ASE COURSES AD TO TFE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND A OF R THE DESIGN SAD DEOSId�i SHOWN ARAN IANL UI T�FfE SECTION ONON GS lAMM STANDARDS. D• 6 . T'°r . A • A . . A A . A . . A • . D D,' . D,- • D D - - - - - - - - - - A THIS AEA MAY BE CONCRETE B MANTA'ED. AT TFE OPTION OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER ROAD ANC STANDARDS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 I I I (RADIUS TO BE AS I A-1 I a STREET APPROACH SINE SURFACING I AS MAINLINE ROADWAY (SEE NOTE 6) GENERAL NOTES SHOWN ON PLANS) I - - - - - - - } - C C I I. WHEN CG-111S USED FOR STREET CONNECTI NS HE CONNECTION MUST BE DESIGNED N ACCORDANCE WITH I (RADIUS TO BE AS AASHTO POLICY AND HE APPLICABLE REOUREMENTS RADIAL COMBINATION SHOWN ON PLANS) DIS,TT�E RET AD MAMJAL.INCLUDING SIGHT CURB AND GUTTER NDTHESICN / / CG-8� f NOTE 7> 2' TUR �N OF CANNOT - - 1- G TURNING REQUIREMENTS WAAVYATTRI� TRAFFIC THE DEPTH FOR SIDEWALK 0 CURB RAMPS WITIIR tHE LIMITS OF THE RADISHOULD BE SIDEWALK I (SEE NOTE 2) I, I OPTIONAL B„ INCREASED TO 7". - - - I FLOW LINE J. WHEN USED IN CONA NCTION WITH STANDARD CC-3 ` ---- - OR CG-7 THE CURB FACE R THIS STANDARD 15 TO ADJUSTED THE EXPANSION I� ANSION JOINT BE TO MATCH MOUNTABLE CURB CONFIGURATION. ' W 4. SEE STANDARD CO-12 FOR CURB RAID DESIGN TO BE NOTE: WIDTH 18" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A� USED WITH THIS STANDARD. 5. OPTIONAL FLOWLRE MAY REQUIRE WARPING R A PLAN VIEW PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES MAINLINE ROADWAY SLOPE 6. PLAINS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW 10, PARABOLC CURVE LINE IS REWIRED TO PROVIDE POSITIVE DRAINAGE ACROSS EDGE OF SHOW LINEDERR 8%ANC. SLOPE CHIDE ® - - D J D THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LIIE (EXCEPT ANY SUBGRADE STABILIZATION MAINLINE ROADWAY - ` - - - - - - - - - - REOUIRED FOR MAINLINE PAVEMENT WHICH CAN BE 8k MAX. D OMITTED N THE ENTRANCE.) SLOPE CHNVLi ® B. RADIAL CURB R COMBINATION CURB AND GUTTER D SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 20'MIMMIW FR R. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES S' MN. COMMERCIAL ENTRANCE D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. HISS VALUES ARE NOT APPLICABLE TO STREET ® CONSTRUCT GRADE CHN4GES WITH A PARABOLIC CURVE. CONNECTIONS, SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES Y ENTRANCE VOLl1YE RA)E CHANGE "D" DESIRABLE MAXIMUM F#GH MORE THAN 1500 VPD 0 X 3 % MEDIUM SOD•1Soo VPO LOW LESS THAN 500 VPD CLASS A3 . ►, . F. ' ►' • ►'II:.'' ;' NOTE) ALLOWABLE ENTRANCE GRADE TABLE IS NOT WNCTE ` • ►. • ►. . ►, • ' 1• ' - ~ IPPL.ICABLE TO STREET CONNECTIONS SECTION C-C SREFERENCEN SPECIFICATION ttllETf'I00 OF TREATNIIIENT- COMNECTION FOR STREET INTERSECTIONS 505 R02 AND CO111�IIERCIAL ENTRANCES VRGINA DEPARTMENT OF TRANSPORTATION 0 W tV Q In 0 N M Ir- L9 M zM N It1111111tt111■ M 0. I LU 1 N 0 (�1 W N cn Q W l< W zJz - v ) � U) ® W J H1 �- I Q kD O W 'Jr' Q I..r 0-6 z '^ V / U W 1 O W � U w z 0 /^D Ul - �./ ! In Uj zW J E 1 �__ �zIIIIIIIJ w 0 J� �r< 0V 0 CD ce O N In W J H I- � W I - In W tY d () JOB NO. 182150 SCALE AS SHOWN SHEET NO. 7 June 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE 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. ANCHOR EXTENDS INTO SIDE OF DITCH DITCH 6" MIN. LINE VARIES D.I. PIPE 250�COMCRETE 4 �12 PLAN SPACING SPACING SPACING z D.I. PIPE N ANCHOR N0. 1 AT z FIRST JOINT ABOVE GRADE SPACING f MANHOLE. 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' o 50% OR GREATER NOT OVER 16' T :z S<6pe 6., PROFILE T TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 44' MIN. I _ p 8" MIN. f- 17.5" B' MIN. 4 36" �---� d A C 18 MIN. �r--17.5" ►-I TT 37" MIN. I WiNGNUT LOCKING ASSEMBLY 12" MIN. Y I 1 it BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NTS FIG. W-76 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -.5'_ WATER SEWER 3 � o p K LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM tN SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER SYSTEMS UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 PLACE 5' GALVANIZED WITNESS '° POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE M.J. GATE VALVE WATER LINE 6 1 I I --I 2500 P.S.I. - - CONCRETE A' a 2'x 2' BEARING AREA. THRUST BLOCK- c d [l d d NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL_ GATE VALVE NTS FIG. W-5 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL s A 24 IN INITIAL BACKFILL 24" +IN 8., 6., � MIN MIN. MIN. MIN. 6" BEDDING 2 #68 STONE * STABLE 501E ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL a'MI UNSTABLE 6" a 8 8" SOIL -- MIN MIN - MIN THIN. #.68 STONE --= GRANULAR FILL AS _ --APPROVED BY ACSA S ABL OIL 0 RC)STABLE SOIL OR ROCK' NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.110 ROCKS LARGER THAN G" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND ,COMPACTED IN 6" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 45' 2 ax L n - - 45' - - L719Y - RIO% PLUG I r I. T � 1 I FOR ALL BENDS FOR TO 0R WYE FITTINGS WIDEN TRENCH TO 1020 ACCOMMODATE ANCHOR IF REQUIRED. mn MI r INGAS UIRED I P x a 45' MIN T SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CLEYD. (FEET) CU.YD. BEN❑ L H I T L H T 90 2.5D 2.50 3.C1 0.24 4" 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1J4 1.50 2,00 2,50 0,10 90 3.66 3.16 3.21 0.48 ®„ 45 2.66 2.66 2,77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0,13 90 4,83 3.53 3.42 0.63 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 f4 1.83 2.33 2,64 CIO 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 ®LDCONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 ^'NAPfiES51QN x 3/4' MALE PIPE COUPLING PP9ROVED EQUAL Tree "K` SOFT COPPE74 FOA- USE ON ATTACHED 91NGLE FAMILY RESlDEN TIAL SERMDE5 DR DUAL RESIDENTIAL ANR IRRIGATION "V1GES- 1'xl'NI' TEE NOTE; NO SWEATED FITT,NGS 7 DUAL SERVICE R i' 001APRES5I014 x 3%4' MALE PIPE COUPLING ON APPRDVER EQUAL 1" TYPE 'K" scm COPPER (�� D r0R USE ON DETACHM SINGLE FAMILY RESIDENTIAL SERVICE INHERE AN IRRIQATIOPI METER IS NoPROVIDED, SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, 1/8 BEND COI TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) LJ J Z NTS FIG. W-6A TD-10 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW C CHANNEL 1/4" 1' MIN Ifl H I I'r P 4- 4p BRANCH 12" �_ do1 FLEXIBLE CONNECTION -� NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE GORED AND A FLEXIBLE W _j CONNECTION BOOT „ o INSTALLED TYPICAL_ MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-2 TD-27 6„ NOTE: RESTRAINED JOINT FITTINGS Side View 42" Minimum 4 d v' Certification of 95%npacllQn v rcorrequired4Galvanized Steel Beam,W12 x 14 (min. size) ) d 3' min. penetration into undisturbed sail or as approved by the a ACSA. M 45' I I I III -I I �I I I� I I II�II I IIII�IIII TYPICAL THRUST BLOCK IN FILL AREA NTS FIG, W-3B TD-5 NOTE, MEN. 60' DIAMETER MANHOLE REQUIRED. F= \IrrP TEP f-ITRDP NANI-IOLE PVC CROSS US.E WFROVED FLEXIBLE RUBBER rr`� q I1DOT, � GASICETEP TOPCOUPLING z7• f Kfj PIPE PIPE STRAPS ' £5TAINLESS STEEL) - 0 SPACED EVERY Z' VERTICALLY90" RRESTRAINED BEN➢ER LUEBTLL A E s 4' e u ' MAIN SEWER' 4 . alaE PLAN PROFILE - - NIV. 5` RE➢➢ING WITH NO. 69 STONE 1_ HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOTBE LESS THAN ENO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P V C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STAN DA RD GASKET JOINT- 5. VERAG7L DROP PIPE SHALL BE ST RAPP ED TO THE MANHOLE AT PIPE JOINTS. STRAP5 SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERTAS NEEDED TD PROVIDE SMOOTH TRANSTTIDN FROM 10 ROIR CONNECTION DISCHARGE POINF TO SP RI NG LINE CDF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE DRIENTED AT 45 DE•GR.EES, INTO TH E FLDW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. M'IN1M0M 72" DIAMETER MANHOLE REQUIRED EQRA SINGLE 10" QR S2" DIAMETER PROP CDNNECTIC%Qtt TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N,T,S, FIG. S-1-C2 TD-30 �E E p \ E �m Ew va �a Eu_ } N� w ;m o EoY a a E O Fr. beE Y Q e Ew H- nG W w d `J m z 0 o C1 zz 1 _E E"j H E H_ w V _ E u \ IFNu \E V,Z® a f� Cl a < z ¢ O "F E 'a 5 E p H U o a E °a E d £ N u 4 w O O TYPICAL MANHOLE FRAME & COVER N.T.S FIO SI E1 TD-31 FINISHED GRADE �ITI�fT�1TT�IT rTrT-ITI-�r-r-rlr-ITI-�rT- a TRENCH REDUCER ,f gym_ a -*---2500 P.S.I. CONCRETE THRUST BLOCK --- - - - - - - - - - - - - - - - - - - - - - - - - - UNDISTURBED SOIL 9 ? 15' MN. PROFILE VIEW UNDISTURBED SOIL - EDGE OF TRENCH 24' MIN. - - - - - - - -Y-N -}-- -- REDUCER 9' MN a a f o' s A 2500 P.S.I- CONCRETE THRUST BLIOCK--Tv� Aa. 8"MN --- --- --� - -- UNDISTURBED SOIL - EDGE 4 OF TRENCH " a 2$" FAIN. NOTES: PLAN VIEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND S17E OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 COVER LIFT NOTCH 12 3f8" WATER CAST IRON LID NOTES; (1) A 1-3%4" DIAMETER HOLE IS RECUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8" 1 " METERS) NTS FIG, W-7 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH 15 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2` TO 1 D' (27a•) B"- 22"' 7 T. VALVE BOX CU. F #68 STONE 42"MIN e 6" CATE •r. ,l VAL4'E fiEx E 250C P.S.I. CONCRETE _f BASE AND THRUST ++•' BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PLE 7 RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED .45 ADDITIONAL SUPPORT. NOTE 1, SURROUNL) WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE I 4. THE GATE VALVE IS .ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN 'NET 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 ISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE III, li F POSSIBLE I�II - I III- -,- III III III-1 I ��I I - BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE '-,---TYPF "K" SOFT COPPER TION STOP N 0 TES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS, FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS H G. W- 9 7D-13 TD-2C SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% PER FOOT) L� 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED 2 x 4 FINISHED GROUND MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'0'0" IN LINE 'NYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N. T. S. FIG. S-2 TD-33 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5'" IN ANY DIMENSION 24"MI INITIAL BACKFILL* WIN (6'I LIFTS) EMBEDMENT EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER �- / HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.0PEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE HACKFILLE❑ ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL RE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF INC. 68 STONE TYPICAL_ SEWER PIPE INSTALLATION IN TRENCH NTS FIG. 5-3 TD-34 TH 0 v T P I SCOTT R. COLLINS-Z, Lic. No. 035791 ,� O� �S'SIONAL t�Gw z O - Q a r u Z (j) ca w ED U) O z O Q w W 0 w N H- Ln < N o � M VJ MM N11111111111 MI Uj LL WNcr� J w >_ w Z _j J ` ^ < UJI LU 0 C6 _j < Q. V / v � z I U 11-4 w ® H U I VJ UJI ZLU 11111111111111J E `J I- W j (D O 0 o N w -1 w w U) JOB NO. 182150 SCALE N/A SHEET NO. 12 \II®1 (D.B. 5107 PG. 148) - 1 , 0 r I I -Rill TMP 46-19B3 (RE ) N/F CROCKET PORATION DB 5011 PG 17 107 PG 148, DB 5121 PG 644 37.612 AC. i I- I� w - - - - - - - - ---------- ry� STIR 14 STIR 12 STR 6 y I A"� -rTU FFE=449 33 FFE `y:$o 00 : FFE G o.00 : FFE yso 67 ; FFE '4; o 67 FFE µ 133 FFE 4�5z oo'• FFE ,42 oo FFE-17rzz.00 GAR=448.67 GARt449 33'. GAR &49 33i GAR-45o oo; GAR=45o.oc GAR=45o 6A GAR 52.33i GAR 45z 33 GAR 45z 33 I BUIMING #1 18 APARIMENT UN TS F STIR10 SALAMANDER STREET PUBLIC ROAD 58' WIDE SPEED LIMIT 25MPH \\1 1140- ---------- I Design Storm Year = 10 45x oo v5FFE pFFE .67 FFE=5z._67 GAR=45z -oa GAR 45z_.o_ q FFE 43z.67 GAR GAR=452oRAxoq A4GAR 45- . BUILDING#2 _.---_--_-_-- p ------ -------- 14 ------ APARTMENT - -- - - - STR 16) t �� II - -- - -- alp -- - --- - STR 2 = -- --- ----- --------------- STR EX A-o7 --------------- EX A-io _ _ _ _ _ - _ - STR EX A-o8 I I I N59'04'25"W - R99.66 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME [NCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 14 0.71 0.55 0.39 0.39 5.00 6.67 2.6 12 1 1 1 443.83 442.70 222.71 0.0051 1 15 4.6 3.8 1 58.0 12 0.00 0.90 0.00 0.39 5.97 6.36 2.6 10 442.60 1 442.42 25.58 0.0070 15 5.4 4.3 5.9 10 0.48 0.40 0.19 0.58 6.06 6.33 3.7 8 442.32 442.18 27.24 0.0051 15 4.6 4.2 6.5 8 1 0.58 0.55 0.32 0.94 6.17 1 6.30 5.9 6 442.08 441.92 23.27 0.0069 18 8.7 5.3 4.4 6 0.00 0.90 0.00 0.94 6.25 6.28 5.9 4 441.82 1 440.75 213.49 0.0050 18 7.4 4.7 45.8 4 0.63 0.55 0.35 1.28 7.01 6.06 7.8 2 440.65 439.25 174.01 0.0080 18 9.4 6.0 29.2 2 0.00 0.90 0.00 1.28 7.50 5.94 7.8 A06 439.15 437.00 118.46 0.0181 18 14.2 8.1 14.6 16 0.03 0.90 0.03 0.03 5.00 6.67 0.2 8 444.00 442.18 53.13 0.0343 15 12.0 3.7 14.5 A09 0.35 0.80 0.28 0.28 5.00 6.67 1.9 A08 1 435.53 435.38 30.00 0.0050 15 4.6 3.5 8.5 A08 0.55 0.80 0.44 0.72 5.14 6.62 4.8 A07 435.13 434.70 86.66 0.0050 18 7.4 4.4 19.5 A05 0.48 0.90 0.43 3.90 7.93 5.83 22.8 A04 428.65 427.84 88.55 0.0091 30 39.2 8.2 10.7 A04 0.79 0.90 0.71 4.62 8.11 5.79 26.7 A03 426.36 422.00 180.10 0.0242 48 223.5 11.9 15.2 A03 0.00 0.00 0.00 4.62 8.36 5.73 26.7 A02 412.00 407.00 97.35 0.0514 48 325.5 15.5 6.3 A02 0.00 0.00 0.00 4.62 8.46 5.70 26.7 A01 396.00 378.00 188.19 0.0956 48 444.2 19.0 9.9 A01 0.00 0.00 0.00 4.62 8.63 5.67 26.7 A00 372.75 370.00 56.93 0.0483 48 315.7 15.0 3.8 E30. A10 1.48 0.30 0.44 0.44 5.00 6.67 3.0 A07 435.54 434.95 117.04 0.0050 24 16.1 3.9 ICE RINK LOT 2.961 AC. �-� 'Il,l,llll III rl 1 , '•�.. Ii ','1I',IIIli1IIiI',��I,I!111'11i'1I'1i1�:il �11:,,\��' 7n, _ L=132.64' I 4 1 r , N59"04 25" W - - 644 .9 0 \ Design Year 10 Proiect- Rrookhill Block 9B 1oh #_ 192150 Prenared hv- KKW. PF. INLET STATION OUTLET WATER SURFACEELEV L. Do Qo ZW Sro Hr JUNCTION LOSS FINAL H INLET WATER SURFACEELEV. RIM ELEV Vo Ho QIN VIN Qi*Vi Vi /2g Hi ANGLE HA Ht 1.31-It .51-It 436.55 117.04 24 2.96 0.000 0.02 0.9 0.0 A10 0.00 0 0 0.00 NA N/A 0.02 436.57 442.90 373.20 56.93 48 26.70 0.000 0.02 2.1 0.0 A01 26.7 2.1 56.75 0.1 0.02 0 0 0.04 NA N/A 0.06 373.26 390.46 381.20 188.19 48 26.70 0.000 0.07 2.1 0.0 A02 26.7 2.1 56.75 0.1 0.02 0 0 0.04 NA N/A 0.11 381.31 418.87 410.20 97.35 48 26.70 0.000 0.03 2.1 0.0 A03 26.7 2.1 56.75 0.1 0.02 0 0 0.04 NA N/A 0.08 410.28 439.50 425.20 180.10 48 26.70 0.000 0.06 2.1 0.0 A04 22.8 4.6 105.5 0.3 0.12 0 1 0 0.13 NA N/A 0.20 425.40 443.99 429.84 88.55 30 22.76 0.003 0.27 4.6 0.1 A05 20.4 4.2 84.84 0.3 0.09 0 0 0.18 NA N/A 0.45 430.29 444.00 430.75 103.41 30 20.41 0.002 0.26 4.2 0.1 A06 11.7 11.8 138.E 2.2 0.76 0 0 0.83 NA N/A 1.08 431.83 442.40 432.10 94.63 24 11.73 0.003 0.25 11.8 0.5 A07 4.8 2.7 12.86 0.1 0.04 0 0 0.58 0.76 N/A 1.01 433.11 442.40 435.90 86.66 18 4.77 0.002 0.18 2.7 0.0 A08 1.9 1.5 2.839 0.0 0.01 0 0 0.04 NA N/A 0.22 436.12 442.43 436.38 30.00 15 1.87 0.001 0.03 1.5 0.0 A09 0.00 0 0 0.01 NA N/A 0.03 436.41 442.43 443.29 53.13 15 0.21 0.000 0.00 0.2 0.0 16 1 1 1 0.00 0 0 0.00 NA N/A 0.00 443.29 448.16 438.20 118.46 18 7.77 0.005 0.65 4.4 0.1 2 7.8 4.4 34.2 0.3 0.11 1 0 0 0.18 N/A N/A 0.83 439.03 446.89 440.45 174.01 18 7.77 0.005 0.95 4.4 0.1 4 1 1 5.9 3.3 19.66 0.2 0.06 0 0 0.14 NA N/A 1.09 441.54 450.79 441.95 213.49 18 5.89 0.003 0.67 3.3 0.0 6 5.9 3.3 19.66 0.2 0.06 0 0 0.10 N/A N/A 0.78 442.73 450.95 443.12 23.27 18 5.89 0.003 0.07 3.3 0.0 8 3.7 3.0 11.13 0.1 0.05 0 0 0.09 NA N/A 0.17 443.29 450.75 443.29 27.24 15 3.70 0.003 0.09 3.0 0.0 10 2.6 2.1 5.521 0.1 0.02 0 0 0.06 NA N/A 0.15 443.43 450.33 443.43 25.58 15 2.60 0.002 0.04 2.1 0.0 12 2.6 2.1 5.521 0.1 0.02 0 0 0.04 N/A N/A 0.08 443.52 450.90 443.70 222.71 15 2.60 0.002 0.36 2.1 0.0 14 0.00 0 0 0.02 NA N/A 0.38 444A8 448.09 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, In is 0.013 Inlet Hydrology Curb and Gutter Inlet c a Q 9 a o U) o a o C O U w m a N $ @ N _ "i3 Y O N $ L to co co 3 @ N p a) T a) Q U Z @ a) 0- .r m @ o v a) > 3 m y w U @ 3 o X W W 3 O Y C T a) > o _ C a) U O C O 0 3 U o m r� @ W CN +� � p >1m co E {sp @ @ C O Y 3 a) Q C O X CO 7 Cr @ 0 >O 7 C O � 0 -C Q 0 Q U 9 3 x m 3 W 3 U)I 0 N 3 I m J C U X @ a > Q U U C1 CJ a (6 cn rn to F w co in rn u[ <3 C7 0 � 4 3B 10.0 0.63 0.55 0.347 1.39 0.00 1.39 0.0075 0,0200 2.0 0.0833 4.1650 7.96 0.64 3.5192 0.1466 0.1138 7.38 1.35 1.00 1.39 0.00 Maximum allowable spread=8.5' 8 3113 6.0 0.58 0.55 0.321 1.28 0.00 1.28 0.0400 0.0200 2.0 0.0833 4.1650 5.65 0.84 3.5192 0.1466 0.1432 10.29 0.58 0.79 1.02 0.27 16 Maximum allowable spread=8.5' 10 3B 12.0 0.48 0.40 0,193 0.77 0.00 0.77 0.0400 0.0200 2.0 0.0833 4.1650 4.67 0.91 3.5192 0.1466 0.1534 7.98 1.50 1.00 0.77 0.00 Imaximum allowable spread=8.5' 14 3B 10.0 0.71 0.55 0.391 1.56 0.00 1.56 0.0150 0.0200 2.0 0.0833 4.1650 7.31 0.85 3.5192 0.1466 0.1446 8.28 1.21 1.00 1.56 0.00 Maximum allowable spread=8.5' 16 3B 8.0 0.03 0.90 0.031 0.12 0.27 0.39 0.0300 0.0200 2.0 0.0833 4.1650 3.81 0.99 1 3.5192 0.1466 0.1652 5.25 1.52 1.00 0.39 0.00 iMaximum allowable spread=7' I - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 2 n a N N N C @ U •L.. it w @ Q CL O _ O O C to a) U N t!= C O N to $ U) 9 7 @ N + _ O 0 16 U O a) C 9 @ a) rL. n m a) v a`) a) U >O 30 m to p O '_6 U U N ?r � X fn N w ?i U C U U N a`) >O O 3 N m m Fa c ° b 3 cc m U) + .tom-. a� � S m E m J H- O S o m @ O U a) N m a) c O` N X °� 3 V 0 E C O N 0 .-. 7 m �) (j a N w II II N J C L X cts •t.. a > J Q U U Cd rn W to U) H w @ In rn -1 J W a C1 U ca 2 4 3B 10.0 0.63 0.55 0.347 2.25 0.00 2.25 0.0075 0.0200 2.0 0.0833 4.1650 9.55 0.55 3.5192 0.1466 0.1006 9.75 1.03 1.00 2.25 0.00 8 3B 6.0 0.58 0.55 0.321 2.09 0.00 2.09 0.0400 0.0200 2.0 0.0833 4.1650 6.78 0.76 3.5192 0.1466 0.1314 13.28 0.45 0.66 1.38 0.71 16 10 3B 12.0 0.48 0.40 0.193 1.26 0.00 1.26 0.0400 0.0200 2.0 0.0833 4.1650 5.60 0.85 3.5192 0.1466 0.1446 10.14 1.18 1.00 1.26 0.00 14 3B 10.0 0.71 0.55 0.391 2.54 0.00 2.54 0.0150 0.0200 2.0 0.0833 4.1650 8.76 0.83 3.5192 0.1466 0.1417 10.27 0.97 1.00 2.53 0.00 16 3B 8.0 0.03 0.90 0.031 0.20 0.71 0.91 0.0300 0.0200 2.0 0.0833 4.1650 5.23 0.99 3.5192 0.1466 0.1652 7.49 1.07 1.00 0.91 0.00 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr Structure Are a (Acres) CW to (Min.) 2 0.00 0.90 5.0 4 0.63 0.55 5.0 6 0.00 0.90 5.0 8 0.58 0.55 5.0 10 0.48 0.40 5.0 12 0.00 0.90 5.0 14 0.71 0.55 5.0 16 0.03 0.90 5.0 Tc conservatively set at 5 min. to account for future development A10 1.48 0.30 5.0 A09 0.35 0.80 5.0 A08 0.55 0.80 5.1 A07 0.71 0.90 5.5 A06 0.43 0.90 5.6 A05 0.48 0.90 5.9 A04 0.79 0.90 6.1 A03 0.00 0.00 6.3 A02 0.00 0.00 6.4 A01 0.00 0.00 6.6 Approved DA to A10 reduced with proposed Block 1 A development (approved flow analyzed) PIPE DESIGN In = 0.013 Rpe Hydrology Pipe cc 16 D C V _ L U u a)E m U a) U m U o N o 3 o a a E m _ rn E m Ca cc o c �° a rn a U p E 0 Y@C 0) ' N h N � C U LL N > > Ca N O I.0) w U a 0 to O w > E: 11� Pipe run: STR-14 - STR-AO6 14 12 0.71 0.55 0.391 0.391 5.00 6.67 2.60 2.60 443.83 442.70 222.7 0.013 0.0051 15 4.60 3.84 0.97 12 10 0.00 0.90 0.000 0.391 5.97 6.36 0.00 2.60 442.60 442.42 25.6 0.013 0.0070 15 5.42 4.34 0.10 10 8 0.48 0.40 0.193 0,584 6.06 6.33 1.22 3.70 442.32 442.18 27.2 0,013 0,0051 15 4.63 4.18 0.11 8 6 1 0.58 0.55 0.321 1 0.936 6.17 6.30 2.02 1 5.89 442.08 441.92 23.3 1 0.013 0.0069 18 1 8.71 5.29 0.07 6 4 0.00 0.90 0.000 0.936 6.25 6.28 0.00 5.89 441.82 440.75 213.5 0.013 0,0050 18 7.44 4.66 0.76 4 2 0.63 0.55 0.347 1.282 7.01 6.06 2.10 7.77 440.65 439.25 174.0 0.013 0.0080 18 9.42 5.95 0.49 2 A06 0.00 0.90 0.000 1.282 7.50 5.94 0.00 7.77 439.15 437.00 118.5 0,013 0.0181 18 14.15 8.14 0.24 Pipe run: STR-16 - STR-8 16 1 8 0.03 0.90 0.031 0.031 1 5.00 6.67 0.21 0.21 444.00 442.18 53.1 0.013 0.0343 15 11.96 3.66 0.24 Rpe run: STR-A09- STR-A00 (EXISTING) A09 A08 0.35 0.80 0.280 0.280 5.00 6.67 1.87 1.87 435.53 435.38 30.0 0.013 0.0050 15 4.57 3.52 0.14 A08 A07 0.55 0.80 0.440 0.720 5.14 6.62 2.91 4.77 435.13 434.70 86.7 0.013 0.0050 18 7.40 4.44 0.33 A07 A06 0.71 0.90 0.639 1.803 5.51 6.50 4.16 11.73 434.20 430.50 94.6 0.013 0.0391 24 44.73 11.82 0.13 A06 A05 0.43 0.90 0.387 3.472 7.74 5.88 2.27 20.41 430.10 428.75 103.4 0.013 0.0131 30 46.87 9.20 0.19 A05 A04 0.48 0.90 0.432 3.904 7.93 5.83 2.52 1 22.76 428.65 427.84 88.6 0.013 0.0091 30 1 39.23 8.25 0.18 A04 A03 0.79 0.90 0.711 4.615 8.11 5.79 4.11 26.70 426.36 422.00 180.1 0.013 0,0242 48 223.50 11.88 0.25 A03 A02 0.00 0.00 0.000 4.615 8.36 5.73 0.00 26.70 412.00 407.00 97.4 0.013 0.0514 48 325.54 15.45 0.10 A02 A01 0.00 0.00 0.000 4.615 8.46 5.70 0.00 26.70 396.00 378.00 188.2 0.013 0,0956 48 444.25 19.01 0.17 A01 A00 0.00 0.00 0.000 4.615 8.63 5.67 0.00 26.70 372.75 370.00 56.9 0.013 0.0483 48 315.70 14.99 0.06 Pipe run: STR-A10- STR-A07 (EXISTING) A10 A07 1.48 0.30 0.444 0.444 5.00 6.67 2.96 2.96 435.54 434.95 117.0 0.013 0.0050 24 16.06 3.89 0.50 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 14 DI-3B CG-2 10 448.09 VDOT STD. IS-1 REQ'D 13 15 222.71 C 443.83 442.70 RCP 12 MH-1 CG-2 0 450.90 VDOT STD. IS-1 REQ'D 11 15 25.58 C 442.60 442.42 RCP 10 DI-31B CG-2 12 450.33 VDOT STD. IS-1 REQ'D 9 15 27.24 C 442.32 442.18 RCP 8 DI-31B CG-2 6 450.75 VDOT STD. IS-1 REQ'D 7 18 23.27 C 442.08 441.92 RCP 6 MH-1 CG-2 0 450.95 VDOT STD. IS-1 REQ'D 5 18 213.49 C 441.82 440.75 RCP 4 DI-3B CG-2 10 450.79 VDOT STD. IS-1 REQ'D 3 18 174.01 C 440.65 439.25 RCP 2 MH-1 CG-2 0 446.89 VDOT STD. IS-1 REQ'D 1 18 118.46 C 439.15 437.00 RCP 16 DI-313 CG-2 8 448.16 VDOT STD. IS-1 REQ'D 15 15 53.13 C 444.00 442.18 RCP H 0 ' SCOTT R. COLLINS'- Lic. No. 035791 ,� LuCY' z C'M ZM 0-) N � M LU1 N C) P..4 W N cn Q W> J z w Q O ZJz� J q w V- � ' J LD O U Q 0 Q z '-� Z Q Z: U Q W U 2: Uj w p W Q Zw J C) � Jw O rrQn O V O I..L N w J F- rw-) W w d U) JOB NO. 182150 SCALE 1 "= 60' SHEET NO. 9 EXMH4 (EXISTIN INV IN. 428s INV OUT. 427.79 (TO EXISTING ARCI PROPOSI SANITARY SEWER TO BUI ELI STR:EX A-o6 EXISTING GRATE INLET RIM=44z.40 INV=430.50 (24") INV=43o.10 (30") TP=44z.4o INV IN: 437.00 TO z 450 445 440 435 432 MHz MHzA STA:Zo+63.00 RIM:446.io STA:13+3o.z3 MH3 455 INV IN. 429.42 FROM MHzA RIM:451�34 INV IN. 430.94 FROM MH3 STA:16+96.87 RIM:448.70 (TBD) MH4 INV OUT. 4zg.zz TO EXMH4 PROPOSED GRADE INV OUT. 430.74TO MHz - - - - - ------ ------------ -- INV IN. 432.96 FROM MH4 STA:18+88.12 INV OUT. 432.76TOMH2A RIM:446.63(TBD) - , INV IN. 434 Zo (FROM ICE RINK SAN) 450 - - - - _- -- - INV OUT. 433�90 TO MH3 450 MANHOLE) >TA:3.o+oo.00 RIM:443.83 / EXISTING GRADE _ -- z FROM MHz / -- iIE AVE SAN) - _ 445 440 PROPOSED 6" PVC 440 435 SANITARY SEWER LATERAL TO BUILDING #z 435 =D 6" PVC LATERAL ELEV. 430-94 _DING #1 8" SDR-z6 PVC V. 428.92 187.25 LF @0.50% 8" SDR-26 PVC 430 362.64 LF @a o.50% 430 8" SDR-26 PVC 263.23 LF Qa 0.500/0 8" SDR-26 PVC 425 59.Oo LF @a o.5% 425 422 422 N 1p rn O LD O H l0 O It 00 n 00 M ri M a) al Ln O I-� 00 M 1p I\ M O O M 1,0 M M M 00 M N M 00 M 00 M N (V1 l0 m 00 't N 't Ln 0 N "D al n -,t Ln 110 M lD I� N 00 lfl Ln Ln lD `t l0 cl It -t 00 Ql -t I- al O _t Ln Ol O 't Lin O O Ln Ln. 4 J Ln Ln rH N Ln Li rH N Ln Ln cH N Ln Ln ri N Ln Ln 6 cH Ln Ln O O Lin n al 00 'tL� 00 It � LD lD �t -IV V It V 't 't V ViVi %iIt -4V Vi-t It It t -,tn � 't -t V It V It 't� It\ 10+00 10+50 STR:z VDOT STD. MH-1 TP=446.89 INV IN: 439.25 TO 4 INV OUT: 439.15 TO EX A-o6 ' R �5CP 2% ii8 46 LF @ i.8 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 ALL SANITARY SEWER PIPES AND MANHOLES ARE EXISTING FROM APPROVED FINAL SITE PLAN FOR BROOKHILL TOWN CENTER ICE RINK BY BOHLER ENGINEERING 4/12/1.9 STR:8 VDOT STD. DI-313 (L=6') TP=450-75 INV IN: 442.18 TO Zo INV IN: 442.18 TO 16 INV OUT: 442.o8 TO 6 STR:4 VDOT STD. DI-3B (L=12') STIR: 6 VDOT STD. MH-1 TP=450-79 TP=450-95 INV IN: 440.75 TO 6 INV IN: 441.92 TO 8 INV OUT: 440.65 TO z PROPOSED GRADE INV OUT: 441.82 TO 4 i5" RCP �74.oi LF @a 0.800/0 15" RCP 213.49 LF @a 0.500/0 PROPOSED 6" PVC SANITARY SEWER LATERAL TO BUILDING #z ELEV. 431.56 AT 2.o8% MIN. SLOPE STR:Zo VDOT STD. DI-3B (L=12') TP=450-33 INV IN: 442.42 TO Zz INV OUT: 442.32 TO 8 _ STR:12 VDOT STD. MH-1 [TP=450,90 INV IN: 442.7o TO 14 INV OUT: 442.6o TO Zo L15" RCP 25.58 LF @o.70% 15" RCP 27.24 LF Qa 0.50% 15" RCP 23.27 LF @a o.69% 15" RCP 225.8o LF @0.50% 4551 STR:14 VDOT STD. DI-313 (L=1o") TP=448.og INV OUT: 443.83 TO Zz 450 1 445 LALJU@ VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF Zz' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 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. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON THIS SHEET FOR HDPE PIPE BEDDING INFORMATION. PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL GROUND LINE H TOP OF FILL GROUNNDD LINE H GROUND LINE H ROCK / EARTH Dr12" I DI p.72� EARTH d d SCILELDING d D/2 rl y' D/2 D/2 !- BEDDING �I MATERIAL b MIN. 1/10 D BEDDING �D MIN. ilPE D BEDDING �D MIN. 1/10 D r T� X x MATERIAL %i' PER X % MATERIAL 1' OF H X IFD X FF MIN. B", FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION Max 2a ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE E MIN. 1.5 x D �I E MIN. 15x D _ ID _ I MIN. 1.5 x D MIN. 1.5 x D 1.5 x D _IE MIN. 1.5 x� �FIILL I ii TOP OF FILL TOP OF FILL I_ TOP OF H H H =_ /////i rrrrr riirr //i/ir - /iiii - - riilsrir/riri rriirliririrr - - /ii Dr12" _ = �/f/ r/r rri ///// rr rr - liriiiiriri c /i/rrlrrrrs D•12° GROUND D•12"- f/ r/rrr GROUND _ // /f//f!/r ///////// _ GROUND d LINE d LINE d -LINE D/2r - _ = D/2 D/2- ` "EARTH il' /''/ / I'%' Y" ROCK OR wam/m/m, MIN. 1/10 BEDDING MIN. 1/10 D _ UNYIELDING SOIL X D X MATERIAL MIN. 1/10 D REDOING /g" PER X D X BEDDING MATERIAL MATERIAL EARTH NORMAL EARTH FOUNDATION r of " MIN. ROCK FOUNDATION "24„ FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH NOTES: SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. ®REGULAR WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN ® EMBANKMENT AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. SHEET IOF 4 ROVIENCME INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV 8/07 303 VRGINIA DEPARTMENT OF TRANSPORTATION 107 01 STR:8 VDOT STD. DI-3B (L=6') TP=450-75 STR:16 VDOT STD. DI-3B INV IN: 442.18 TO io INV IN: 44z.18 TO It:)rTP=448.i6 INV OUT: 442.o8 TO 6 INV OUT: 444 0o TO 8 450 445 450 445 435 440 V15" RCP 440 53.13 LF @ 3.43% 432 438 438 Ln N M 00 M It It rH 00 rH O al 00 00 It l0 l0 N M 1,p O Ln n m O 00 M _-t l0 O n n M M I� l0 cN O ri 00 % rH 00 rH al Ln CO CO CO �t CO I-t Ln 00 n O O M n O Ln 00 %4* O CO O O N N I� �t n �t r� It 00 n al %t a) It O Ln O Ln rN Ln O Ln rH In 0 Ln rH Ln rH Ln rH Ln rH Ln H Ln O Ln al It O Ln 0 Ln O Ln M 't O Ln Cn It m It m `t 00 al O Ln O Ln al m It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 10+00 10+50 11+00 STR 14 - STR EX GRATE STR 16 - STR 8 V, H 0 LS'COTT R. COLLINS'i L� Lic. No. 035791 ZONAL E� z O a U w Z � o m ® z Q 0 w N W w Lu VJ 7-rl_ z MM N Lu N w N c.r� W >_ W z_z - > V/ LL V / - LLI Lu L9O ILL.J < O U J w� v LLJ � � O ul w M 1-W z LU W ~ 1.4 j W J O� 0 0 0 c) O N w J w H- L.LI O w cl� _ CL iLr) JOB NO. 182150 SCALE AS NOTED SHEET NO. 10 PLANT SCHEDULE: SYMBOLI BOTANICAL NAME COMMON NAME I SIZE ICIUANTITYI CANOPY I TOTAL CANOPY TREES UAP I ULMUS AMERICANA TRINCETON' PRINCETON' ELM 2-1/2" cal. 1 6 1 397 1 2382 QS IQUERCUS SHUMARDII ISHUMARDOAK 2-1/2" cal. 1 5 1 329 1 1645 UNDERSTORY TREES MV IMAGNOLIA VIRGINIANA ISWEET BAG MAGNOLIA 6' ht. 1 11 1 113 1 1243 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 19 TOTAL: 5270 NOTES: 1. A 2o' BROOKHILL HISTORIC HOUSE BUFFER SHALL BE PROVIDED ALONG THE BROOKHILL HISTORIC HOUSE LOT. THE 2o' BUFFER SHALL BE EXISTING UNDISTURBED BUFFER. 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SITE DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 3. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY OF THE DEVELOPMENT. 4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR THE PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Tree Planting and Staking Detail 11-lll f f I °D mD F I � P I � n EXISTING ARCHER AVENUE I CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER ° SUB201700117 I I BLOCK 4A C LC �n MW 1- I y � o t s� 0 -E C .:., ,1 0 TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4' CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX -1II I I�1=1� w Not To Scale _ CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN LANDSCAPING CALCULATIONS: III - SCARIFY SUBSOIL TO4"MIN. DEPTH -III-III-I 1-1-III-I TOTAL BLOCK 1A AREA = 51,967 SF =11I-I COMPACTED SUBGRADE REQUIRED LANDSCAPING CANOPY = 51,967 SF * 10% = 5,196 SF III=III= PROVIDED LANDSCAPING CANOPY = 5,270 SF REQUIRED PARKING LOT/INTERIOR LANDSCAPING = 7 SPACES * i TREE/io SPACES = 1 TREE Evergreen Tree Planting DetailNot To Scale PROVIDED PARKING LOT/INTERIOR LANDSCAPING =1 TREE Landscape Notes: 1992 3.38 DRIP UNE SNOW FENCE BOARD FENCE FENCING AND ARMORING °NCE CORRECT METHODS OF TREE FENCING County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans �YH (Handbook, pp III-284-111-297 for complete specifications) dd 1. The following items shall be shown on the elan: Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); s C TT R. C 0 LLINs ® Location and type of protective fencing; � U Grade changes requiring tree wells or walls; o L1C . NO. 035791 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: U All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. U No grading shall begin until the tree marking has been inspected and approved by a County Inspector. �S j l ANAL 3. Pre -Construction Conference: U Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: U Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: U Such devices shall not adversely affect trees to be saved. 6. Fires: U Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: U Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: U Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. U Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: Z 0 U When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail - J submitted for approval. d 10. Tree Walls: U) U U When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail to co submitted for approval. Z W =) 11. Trenching and Tunneling: Z J U When trenching is required within the limits of clearing, it shall be done as far away from the marks of trees as possible. Tunneling O O Q under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. M - I- 12. Cleanup: Z e fencing shall be the last items removed during the final cleanup. � M 13. yDamaTrees: d trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.NOHE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION Uj REQUIREMENTS. W 211/19 CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS 711'NF.9 SIGNATURE (DATE) p n LIMITS OF CONSTRUCTION. Source: Va. DSWC Plate 3.38-2 ° NO CONSTRUCTION EQUIPMENT OR STORAGE HALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT S Q S f 0 (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES III-401 CONTRACT PURCHASER SIGNATURE (DATE) 5/I/06 Pagelofl SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF Conservation Plan Notes: EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE CD TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. w D n ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ¢ Ln ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND, LARGER 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND p AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE PROTECTED. M ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE; AND FOLLOWING INSTALLATION, ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY, 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. ° q MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND M IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE-SHREDDEDHARDWOOD. SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. /� 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. M \� CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. Cy J ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. co ' EXISTING STREET TREES TMP 46-19B3 (REVISED) 1 w ALONG ARCHER AVENUE BLOCK 1B NIF CROCKETT CORPORATION DB 5011 PC 170, DB 5107 PC 148, DB 5121 PC 644 N 37.612 AC. ~ De w W U) I CV �\ CD j /' i W INNER PARCEL PROPOSED2' ASS OVERHANG Z _j Z BLOCK 3A � W INNER -PARCEL CONNECTION VARIABLE WIDTH PARKING CONNECTION AREA RESERVED FOR AND ACCESS EASEMENT ' J (12) IGS PROPOSED z' PROPOSED 5'REAR FUTURE PARKING / / / / > �� z GRASS OVERHANG SETBACK \\ / U)Q ` --r------------ * ' W ----------- --- -- -- -- -- -- ------------- - -- ----- ------T -- ----- - - - - -- --- - -- -- ---------- `\ `/ 1 � ------ ---------LO C� LUL � �' ' J ---------------- --- ---------- - _.- s (1) QPJ � BLOCK 1 A I I --- -6 -I-------------------------I V � --------- cQn -NN€_PARCEL ---_ELF 1---- -- w CONNECTION / 1 Q > o I U I /I i I- - - - --- - - - - - - - - - - - - - - ------------------------ W Q ZI ® ® ® ® ® ® D II II II II - - I ' 0 (1.) QP QP Li ' IIIII ` U~/(6) UAP ____________I_____ BUILIDING #2 -(7) IGS LLJ18 APARTMENT UNITS IPROPOSEDw MW Ln T (1) QP 314 APARTMENT UNTS _____ _____---- -- ----___________ -____________________ _-__,___________,T_________ II BUILDING #1 PROPERTY LINE M------1r------------_ - I r it II II II II II II II 1 QP VARIABLE WIDTH �� (7) MV (4) MV PRIMARY ENTRANCE (TYP.) O I PUBLIC �- STORM I II II II II II II II I I I I I I DRAIN EASEME DB.5121, PG. 4 675 � t e ° ,s JI 0 W ° nn ° n n J - - � ) F _ SIGHT DISTANCE=z8o' - - - - - - - - - - - - - - - - - - - - - CE_2"o ---------------------- - Q T \ \ N -� T DIS PROP. 6" DIP WIL - B � �� �- - w w w w w�- w EXISTING 5' CONCRETE SIDEWALK 1,94A�IANDER STREET PUBIC ROAD 26'F/c F/c 22' E/P-E/P o ' / 58 WIDE - SPEED_ �MI-T 25MPH DISTANCE TO NEAREST CN rn g Uj CO/ �s INTERSECTION = 300' o 1 wo ��- c ~- -. LU LU / I O O ° L D p r D o �! � � w v o o _ U D n, e ��- 19 U �� _ w 0� 26 S'' �� ` �`n �� -+ _ �_ 1 _ T ---EXISTINGSALAMANDERSTREET ------ --- \ \ O w _ - - - --- -- - CURRENTLY UNDER CONSTRUCTION _ LU o �� o z �0' ACSA WATER EXISTING STREET TREES SEE PLANS UNDER CEMETERY ��!) JOB NO. a I I _ 7 �, SUB2o180011 LLB" v7 I g, EASE ALONG SALAMANDER STREET 5 �� ••J••• 182150 -----I y,Y o� / BLOCK 8B BLOCK 6 GRAPHIC SCALE SCALE ) �' 30 o i5 30 60 1 II _ 30 I ° N , -� BLOCK 19 �', I I SHEET NO. � � '� - _ ..... ...... IN FEET 1 0 ...... 1 inch = 30 ft.