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HomeMy WebLinkAboutSDP202200063 Plan - Revision 2023-02-14GENERAL NOTES OWNERS: TMPogioo-oo-oo-oogoo GALAXIE FARM INVESTMENTS, LLC 455 zND STREET SE, SUITE 201 CHARLOTTESVILLE, VA 22902 TMP oggoo-oo-oo-o3.5oo GALAXIE FARM INVESTMENTS, LLC GALAXIE FARM SUBDIVISION 455 zND STREET SE, SUITE 201 CHARLOTTESVILLE, VA zzgoz DEVELOPER: RIVERBEND DEVELOPMENT, INC. FINAL SITE & ARB PLAN 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VAzz902 SCOTTSVILLE MAGISTERIAL DISTRICT TAX MAP: 09100-00-00-00900 09100-00-00-01500 ACRES 000183zz INSTR. #: 202200004007 DB. , DB. 5445, PG.5.So 8.27 ACRES ALBEMARLE COUNTYVIRGINIA ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH ENTRANCE CORRIDOR OVERLAY DISTRICT (EC) AND MANAGED & PRESERVED STEEP SLOPES OVERLAY DISTRICT PRD ZONING WAS APPROVED BY THE BOS ON DECEMBER 4TH, 2019. VARIATIONS # 1-3 (SE202200221) WERE APPROVED ON JUNE 15, z0zz TOTAL PROJECT AREA: 09100-00-00-00900 - 5.09 AC. 09100-00-00-01500 - 8.27 AC. TOTAL =13.36 AC PROPOSED USE: 65 TOTAL DWELLING UNITS (43 SFD LOTS NOT INCLUDES WITH THIS SITE PLAN) PROPOSED USE WITHIN THIS SITE PLAN: (6) TOWNHOUSE UNITS W1 AN ACCESSORY BASEMENT UNIT (12 UNITS TOTAL) (lo) TOWNHOUSE UNITS NOTE: THE TYPICAL NUMBER OF BEDROOMS IN THE (TH) UNITS WILL BE (3) BEDROOMS. THE (6) BASEMENT ACCESSORY UNITS WILL BE 1 BEDROOM UNITS & THE UPPER.(TH) UNITS WILL BE z BEDROOM UNITS. (10) - 3 BEDROOM UNITS, (6) - z BEDROOM UNITS, & (6) 1 BEDROOM UNITS THE SINGLE FAMILY DETACHED UNITS SHALL HAVE (3) OR (4) BEDROOMS. ALLOWABLE DENSITY: 65 UNITS PER APPROVED PRD REZONING &APPLICATION PLAN 65 TOTAL DWELLING UNITS113.36 ACRES = DWELLING UNITS/ACRE PROPOSED DENSITY: 65 DWELLING UNITS/13.36 ACRES = 4.42 DWELLING UNITS/ACRE OPEN SPACE: REQUIRED: 3.83 ACRES PER APPROVED PRD REZONING & APPLICATION PLAN PROVIDED =4.31 AC OPEN SPACE A:014ACRES OPEN SPACE D:1.z5ACRES OPEN SPACE B: 0.44 ACRES OPEN SPACE E: 2.44 ACRES OPEN SPACE C: 0.04 ACRES NOTE: OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR COMMON USE OF LOTS OWNERS IN THE SUBDIVISION. RECREATION AREA: OPEN SPACES D & E SHALL PROVIDE ACTIVE & PASSIVE RECREATIONAL AMENITIES, INCLUDING A WALKING TRAIL ALONG THE STREAM AS SHOWN ON THE SITE PLAN SHEETS. ACTIVE RECREATION SHALL BE PROVIDED WITHIN OPEN SPACE B, INCLUDING A GRASS RECREATIONAL FIELD, MEETING AREA, TOT LOT PLAYGROUND, AND A FIRE PIT. TOTAL RECREATIONAL AREA REQUIRED: zoo SFx65 UNITS= 13,000 SF(o.3o AC) TOTAL RECREATIONAL AREA PROVIDED:19,167 SF (0.44 ACRES) BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM -35 FEET PER PRD REZONING APPLICATION PLAN (P) MAX. HEIGHTAT ROOF = 35 FEET (P) MAX. HEIGHTTO EAVE = 29'-8" SETBACKS: FRONT SETBACK:5'MIN. SIDE SETBACK: 5' MIN. REAR SETBACK: zo' MIN. (EXCEPT FOR UNITS ADJACENT TO VERA RUBIN PLACE WHICH SHALL HAVE A 5' REAR SETBACK) GARAGE SETBACKS: 18' MIN. NOTE: FRONT LOADED GARAGE UNITS, THE PORCH OR BUILDING FACE SHALL BE A MINIMUM OF 3 FEET CLOSER TO THE STREET AS MEASURED FROM THE FACE OF THE GARAGE DOOR. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: MOORES CREEK (MOORES CREEK IS NOT WATER SUPPLY RESERVOIR WATERSHED AREA) AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: BOUNDARY AND TOPOGRAPHY INFORMATION WAS PROVIDED BY ROGER RAY &. ASSOCIATES, INC IN FEBRUARY, zozo. FIELD VERIFIED BY COLLINS ENGINEERING IN OCTOBER OF 2022. DATUM: NAVD88 EXISTING VEGETATION PARTIALLY WOODED WITH (z) EXISTING RESIDENTIAL HOUSES SITE CURRENTLY CLEARED AND UNDER CONSTRUCTION. PRESERVED/MANAGED SLOPES: MANAGED AND PRESERVED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET z FOR LOCATIONS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THIS PROJECT. ALL PROPOSED BUILDING AND/OR POST -MOUNTED LIGHTING SHALL BE FULL CUTOFF FIXTURES WITH LIMITED INTENSITY AND WARM COLOR TEMPERATURES BETWEEN z000K AND 3000K. PARKING: TWO (z) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT AND (1) OFFSTREET SURFACE PARKING SPACE IS PROPOSED FOR EACH ACCESSORY UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. PARKING REQUIRED: 5g RESIDENTIAL UNITS =118 PARKING SPACES 6 ACCESSORY UNITS = 6 PARKING SPACES zz ATTACHED UNITS x (1 PARKING SPACE/4 UNITS) = 6 SPACES TOTAL PARKING REQUIRED: 13o PARKING SPACES PARKING PROVIDED: GARAGE PARKING SPACES: 53 GARAGE PARKING SPACES DRIVEWAY PARKING SPACES:65 DRIVEWAY PARKING SPACES SURFACE PARKING SPACES: 9 SURFACE PARKING SPACES ON -STREET PARKING SPACES: 4 TOTAL ON -STREET SPACES TOTAL PARKING PROVIDED:132 SPACES BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LAND AREAS: OPEN SPACE: 187,744 SF 4.31 ACRES (3z.3%) LOTS: 265,375 SF 6.og ACRES (48-36%) ROW DEDICATION: 128,464SF z.95ACRES (zz.2%) PROPOSED IMPERVIOUS AREAS: ROADS: 71,750 SF SHEET LAYOUT v� o SCALE: 1" = 80' SIDEWALKS: 1g,450 SF BUILDINGS, PATIOSIDECKS: 93,178 SF DRIVEWAYS: 28,320 SF PHASING: THIS PROJECT SHALL BE DEVELOPED IN TWO PHASES. PHASE I INCLUDES LOTS TOTAL IMPERVIOUS AREAS: 224,0985F (S.ly ACRES) 1-14, AND PHASE z INCLUDES THE REMAINING LOTS (LOTS 15- 59). BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS PROPERTY. STREAM BUFFERS. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION FLOODPLAIN: THERE 15 NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003C0426D ORDINANCE DATED FEBRUARY 4, zoo5. BUILDING SITES. LOTS 1-59 SHALL EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SEC77ON 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED WITH THIS FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 3z.7.9. STREET PRIVATE STREE T.• VERA RUBIN PLACE IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAY AND TREES EVERY 4o' ALONG THE ROADWAYS. (SEE LANDSCAPING SHEETS 16 & 17). WILL NOT BE MAINTAINED BY THE DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. OFFSITE DISTURBANCE: OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN ON THE ADJACENT AWNITY ESTATES PROPERTY, WHICH IS ALSO OWNED BY THE SAME TRASH SERVICE: EACH LOT SHALL HAVEAN INDIVIDUAL TRASH CONTAINER. DEVELOPER. UTILITIES: ALBEMARLE COUNTYWATER & SEWER AVAILABLE FIRE FLOW.- 1, 750 GPM AT MINIMUM 20 PSI AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED ISO CALCULATIONS MAXIMUM REQUIRED FIRE FLOW FOR RESIDENTIAL STRUCTURE IS 1,100 GPM. PROFFERS. TOTAL PROPOSED NUMBER OF AFFORDABLE HOUSES REQUIRED IS io UNITS. SEE LAYOUT SHEET FOR LOCATION OF AFFORDABLE UNITS, AS SHOWN NOTES. - WITH AN ASTERISK (*). AFFORDABLE UNITS SHALL BE LOCATED ON LOTS zz THRU 27. 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL ANDIOR FORESTAL DISTRICT. EACH OF THESE LOTS HAVE z UNITS LOCATED ON THEM. LOTS zz & 27 WILL 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. PROVIDED (i) AFFORDABLE UNIT EACH, AND LOTS 23 THRU 26 WILL EACH PROVIDE 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' (MAXIMUM) O.C. IN ACCORDANCE (z) UNITS FOR ATOTAL OF10AFFORDABLE UNITS, MEETING THE REQUIREMENTS. WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND REZONING DOCUMENTS. (RECORDATION FOR THE SUBDIVISION PLAT SHOWING THE LOCATION OF THE 4) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. AFFORDABLE UNITS IS INST. # ) 5) ROADWAYS AND PAVED CIRCULA77ON AREA = 60,634 SF. T.M.9i-ii SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5z58-6zo D.B.1979-46 & 47 PLAT 0 OPEN PACE A OPEN SPACES / / / / / T.M.gi w / - ----- COUNTY OFALBEMARLE,VIRGINIA D.B a979-44.46 & 47 PL-- OPEN \ SPACE C" \ \ \ LOT LOT ss LOT 13 / LOT io / p3 9 ' LOT OTS H LOT �4 v �� LOTa I q \ PROPOSED RECREATIONAREA �LDT LOT PHASE II LOT � � T z6 L LOT OT LOT I � I PHASE Ij /) \ \ \\ zz LOT LOT LOT LOT LINE � OPEN zi zo a I \ y SPACEE \ \ PROPOSED I LOT� PHASE 6 Lor s i OPEN / SPACED r - - - - - A - SWM FACILI �� C �RtP� tNN T.M.9i-i6Aa SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3�57=8o, PG.173 PLAT \ D.8.io8o, a73 PLAT 20 UILDING CODE 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 ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. z. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.i-og AND THE 2oi5 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OFTHE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. y. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPERICONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID, THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)IBUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. TO R(CHMOND I SOUTHERN PA MILL CREEK 6 JO P STATE 64 INTER PIEDMONT LTJ VIRGINIA COMMUNITY COLLEGE MONTICELLO HIGH LAKE REYNOVIA Q OLf7 MOUNTAIN VIEW AELEMENTARY Q LJ SCHOOL THIS k PROJECT MILL CREEK All SOUTH O� R P VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER :LA PROFFERS z EXISTING CONDITIONS 3 OVERALL LAYOUT PLAN 4 SITE PLAN 5 UTILITY PLAN 6 GRADING & DRAINAGE PLAN 7 NOTES & DETAILS 8 DRAINAGE MAP 9 DRAINAGE COMPUTATIONS to DRAINAGE COMPUTATIONS 11 ROAD & UTILITY PROFILES 12 ROAD & UTILITY PROFILES 13 DRAINAGE & UTILITY PROFILES 14 DRAINAGE PROFILES 15 DRAINAGE PROFILES 16 LANDSCAPING PLAN 17 LANDSCAPING PLAN 18 SITE CROSS -SECTIONS 19 LEGEND TOTAL SHEETS EXISTING FENCE UGE UGE EXISTING UNDERGROUND ELECTRICAL uGT UGr EXISTING UNDERGROUND TELEPHONE " EXISTING OVERHEAD ELECTRICAL EXISTING EASEMENTS W W EXISTING WATERLINE �s EXISTING SANITARY SEWER EXISTING DRAINAGE PIPE EXISTING DRAINAGE STRUCTURE EXISTING SANITARY SEWER MANHOLE zoo PROPOSED CONTOUR EDGE OF PROPOSED PAVEMENT Y EXISTING TREE LINE EXISTING GRAVEL INNEENSEENEEI DRAINAGE DIVIDE - 2 - - EXISTING CONTOUR EDGE OF EXISTING PAVEMENT EXISTING CURB EXISTING ASPHALT PAVEMENT EXISTING CONCRETE EXISTING ASPHALT PAVEMENT PROPOSED RIGHT OF WAY COUNTY DEFINED PRESERVED STEEP SLOPES COUNTY DEFINED MANAGED STEEP SLOPES PROPOSED SIGN PROPOSED STORM SEWER PIPE PROPOSED STORM SEWER STRUCTURE PROPOSED SANITARY SEWER PIPE OO PROPOSED SANITARY SEWER MANHOLE PROPOSED ASPHALT DRI VEWA Y PROPOSED CURB PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT REPAIR PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL W PROPOSED WATERLINE PROPOSED FIRE HYDRANT PROPERTY BOUNDARY LINE 506. 71 TC s06.21 EP PROPOSED SPOT ELEVAT70N TC DENOTES TOP/BACK OF CURB EP DENOTES EDGE OF PAVEMENT 50&71 TW PROPOSED SPOT ELEVAT70N 506. 21BW TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL Lic. No. 035791 1/20/23 .�41 z - z a � w i k O .~ u1 I Vl C2 a i z U) Z a 0 a c 0z�� ED H wL uT ' z NW L9 z� M H w w w i U') JOB NO. 202194 SCALE 1 "=80' SHEET NO. 1 SEPTEMBER 17, 2018 PROFFER STATEMENT FOR APPROVED ZMA 201800012 PROFFER STATEMENT GALAXIE Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tax Map Parcel#: 09100-00-00-60900and 09100-00-00-01500 13362 acres to be rezoned from Residential R-1 ("R-1") to Planned Residential Development ("PRD") Anna Marie Witmer and David S. Witmer are the fee simple owners of tax map parcel 091 o0-00- 00-00900 (the "Witmer Property"), Mallie P. Haynes and Jasper L. Haynes the fee simple owners of tax map parcel 09100-00-00-01500 (together with the Witmer Property, the "Property-). Anna Marie Witmer, David S. Witmer, Mallie P. Haynes and Jasper L. Haynes shall hereinafter collectively be referred to as the "Owners." The Property is the subject of the zoning map amendment application #ZMA-2018- known as "Galaxxe." The Applicant for Galaxie is Blackbird of Charlottesville, LLC, a Virginia limited liability company. The Galaxie community is herein referred to as the "Project." Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, Owner hereby voluntary proffers the p conditions listed in this Proffer Statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as part of the rezoning and it is agreed that the conditions are reasonable. 1. Affordable Housing. The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent (15%) of the total residential dwelling units within the Project that is in excess of the number of units that are allowed by -right (the "15% Affordable Housing Requirement"). Prior to the approval of ZMA 2018- , the property had a by -right development yield of 15 dwelling units. If there are more than 15 dwelling units within the Project such that the I S% Affordable Housing Requirement is applicable, the Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to, for - sale units, rental units, and accessory units. A. For -Sale Affordable Dwelling Units. The Owner may meet the 15% affordable housing objective by constructing the Affordable Dwelling Units. For purposes of this Proffer I(A), "Affordable Dwelling Unit" shall mean any unit affordable to households with incomes less than eighty percent (80%) of the area median income (as determined from time to time by the Albemarle County Office of Housing) such that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty percent (30%) of the gross household income; provided, however; that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VEDA) PROFFER STATEMENT GALAXIE Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tax Map Parcel#: 09100-00-00-00900 and 09100-00-00-01500 13.362 acres to be rezoned from Residential R-1 ("R-1") to Panned Residential Development ("PRD") Anna Marie Witmer and David S. Witmer are the fee simple owners of tax map parcel 09100-00- 00-00900 (the "Witmer Property"). Mallie P. Haynes and Jasper L. Haynes the fee simple owners of tax map parcel 09100-00-00-01500 (together with the Witmer Property, the "Property"). Anna Marie Witmer David S. Witmer, Ma llie alhe P. Haynes and Jasper L. Ha ynes nes shall hereinafter Y P Y collectively be referred to as the "Owners." The Property is the subject of the zoning map amendment application #ZMA-2018- known as "Galaixe." The Applicant for Galaxie is Blackbird of Charlottesville, LLC, a Virginia limited liability company. The Galaxie community is herein referred to as the "Project." Pursuant to Section 33.3 of the Albemarle u Co my Zoning Ordinance, Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as part of the rezoning and it is agreed that the conditions are reasonable. 1. Affordable Housing. The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent (15%) of the total residential dwelling units within the Project that is in excess of the number of units that are allowed by -right g ht the I5/Affordable Housing Requirement"). Prior to the approval of ZMA 2018- the pro perty ertyhad ca by -right development yie ld of 15 dwelling units. If there are more than 15 dwelling units within the Project such that the 15% Affordable Housing Requirement is applicable, the Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to, for - sale units, rental units, and accessory units. A. For -Sale Affordable Dwelling Units. The Owner may meet the 15% affordable housing objective by constructing the Affordable Dwelling Units. For purposes of this Proffer i A "Affordable Dwelling Unit" sh all all mean an unit affordable t ( ) o households with g Y incomes less than eighty percent (80%) of the area median income (as determined from time to time b the Albemarle Co unty Office of Housing) such t y ty g) that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty percent (30%) of the gross household income; provided, however; that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VEDA) maximum sales price/loan limit for first-time homebuyer programs at the beginning of the 180-day period referenced in Proffer 1(A)(1) hereof (the WHDA Limit"). The Owner shall impose by contract the responsibility herein of constructing and selling the Affordable Dwelling Units to any subsequent owner or developer of the Property (or any portion thereof). Such subsequent owner(s) and/or developer(s) shall succeed to the obligations of the Owner under this Proffer 1; and the term "Owner" shall refer to such subsequent owner(s) and/or developer(s), as applicable. (1) Role of County Housing Office. All purchasers of the for -sale Affordable Dwelling Units shall be approved by the Albemarle County Housing Office or its designee (the "Housing Office"). At the proposed time of construction of any Affordable Dwelling Unit, the Owner shall provide the Housing Office a period of one hundred eighty (180) days to identify and approve an eligible purchaser for such affordable unit. The I80- day qualification period shall commence upon written notice from the Owner to the Housing Office of the approximate date the Unit is expected to receive a certificate of occupancy from the County (the "Notice"). Such Notice shall be given no more than ninety (90) days prior to the expected issuance of the certificate of occupancy, and the 180-day approval period shall extend no less than ninety (90) days after the issuance of the certificate of occupancy. Nothing in this Proffer I shall prohibit the Housing Office from providing the Owner with information on income eligibility sufficient for the Owner to identify eligible purchasers of Affordable Dwelling Units for approval by the Housing Office. If, during the 180-day qualification period, (i) the Housing Office fails to approve a qualified purchaser, or (ii) a qualified purchaser fails to execute a purchase 'contract for an Affordable Dwelling Unit, then, in either case, the Owner shall have the right to sell the Unit without any restriction on sales price or income of the purchaser(s), and such unit shall be counted toward the satisfaction of this Proffer 1. This Proffer 1 shall apply only to the first sale of each of the for -sale Affordable Dwelling Units. For the purposes of this Proffer 1, such Affordable Dwelling Units shall be deemed to have been provided when the subsequent Owner/budder provides written notice to the Albemarle County Office of Housing or its designee that the unit(s) will he available for sale. (2) Tracking. Each subdivision plat and site plan for land within the Property shall: i) designate the lots or units, as applicable, that will constitute Affordable Dwelling Units within the Project and ii) contain a running tally ofthe Affordable Dwelling Units either constructed or contributed for under this Proffer 1. The designated lots or units shown on the applicable subdivision plat or site plan may be shown as being constructed in a future phase. The 15% Affordable Housing Requirement shall apply to the total Project, not each phase of the Project. B. For -Rent Affordable Dwelling Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 1, ("For -Rent Affordable Dwelling Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly 2 net rent for each For -Rent Affordable Dwelling Unit may be increased up to three percent (3%). For purposes of this Proffer 1 B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Dwelling Units may not exceed the maximum rents established in this paragraph 1 B 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 Dwelling Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Dwelling Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 1 B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Dwelling 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 1B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Dwelling Unit during the Affordable Term a then-c the urrent 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 I 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 Dwelling e Img Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable 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. 2. Road Improvements. Pursuant to road plans approve d by the Virginia Department of Transportation ("VDOT") and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Galaxie Farm Lane Connection, as conceptually depicted with improvements and landscaping shown on the Application Plan prepared by Shimp Engineering, dated September 17, 2018 ("Galaxie Farm Lane Connection"). The portion of Galaxie Farm Lane Connection labeled as "Road A, Phase 1" on Sheet 5 of 9 the Application Plan shall be bonded prior to creation of any lots. The second portion of Galaxie Farm Lane Connection, labeled as "Road A, Phase 2" on Sheet 5 of 9 of the Application, shall be bonded prior to the creation of the fiftieth (50r") lots. In any event, Owner shall have completed the Galaxie n Farm Lane Connection riot to the completion ninetieth of 90 certificate of occupancy. P( ) P Y Until such time as the County o submit determines t b the Galaxie Farm Lane Connection chon for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Galaxie Farm Lane 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 roadway improvements. The Owner's improvements shall be dedicated at such time as 3 net rent for each For -Rent Affordable Dwelling Unit may be increased up to three percent (3%). For purposes of this Proffer IB, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Dwelling Units may not exceed the maximum rents established in this paragraph 1 B 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 Dwelling Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Dwelling Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 1B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Dwelling 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 1B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Dwelling 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 1B 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 Dwelling Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Tenn, 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. 2. Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Galaxie Farm Lane Connection, as conceptually depicted with improvements and landscaping shown on the Application Plan prepared by Shimp Engineering, dated September 17, 2018 ("Galaxie Farm Lane Connection"). The portion of Galaxie Farm Lane Connection labeled as "Road A, Phase I" on Sheet 5 of 9 the Application Plan shall he bonded prior to creation of any lots. The second portion of Galaxie Fans Lane Connection, labeled as "Road A, Phase 2" on Sheet 5 of 9 of the Application, shall be bonded prior to the creation of the fiftieth (50") lots. In any event, Owner shall have completed the Galaxie Farm Lane Connection prior to the completion of ninetieth (90i6) certificate of occupancy. Until such time as the County determines to submit the Galaxie Farm Lane Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Galaxie Farm Lane 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 roadway improvements. The Owner's improvements shall be dedicated at such time as 3 WITNESS the following duly authorized signature: Owners: L3 LE La La 5 Anna Marie Witmer David S. Witmer Mallie P. Haynes Jasper L. Haynes ) the County determines to submit the Galaxie Farm Lane Connection for public dedication. All Road Improvements shall be designed and constructed to applicable VDOT standards, including without limitation, VDOT's Geometric Design Standards. Road Improvements shall be deemed complete when they are constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed"). 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 PAGE FOLLOWS] 4 NOVEMBER 13, 2019 PLANNING COMMISSION APPROVAL LETTER FOR ZMA 201800012 �j ,1'CtNtP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 November 13, 2019 Nicole Scro Gall'drey Enterprises 912 East High St, Suite C Charlottesville, VA 22902 RE: ZMA201800012 Galaxie Farm Dear Ms. Scro, The Albemarle County Planning Commission, at as meeting on October 15, 2019, recommended approval by a vote of 6:0, for the reasons stated in the staff report, with changes recommended by staff to reduce the density to match the Comprehensive Plan recommendation, and changes to the application plan. The commission approved by a vote of 4:2, for the authorization of the private street request on Road E only, for the reasons stated in the staff report. The commission approved by a vote of 6:0 for the requested sidewalk modification with the condition (listed below) and reasons stated in the staff report. Condition: 1. A five (5) foot sidewalk across the length of the amenity area, outside of the stream buffer, will be provided for access to and from the lots and connect to the sidewalk network along the public streets. The commission approved by a vote of 6:0 for the requested planting strip modification for the reasons stated in the staff report. The commission approved b v of 6:0 for the r n y a to o e curb and gutter exception request for Road E as requested by the applicant. The commission recommended approval by a vote of 6:0 for the requested special exception for the front setback modification for the amenity -oriented lots, accessed by Road E only, and the rear setback for all lots accessed by Road E, for reasons stated in the staff report. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434)296-5832. Sin ly, / M Nedost an Principal Planner Planning Division co: David & Anna Marie Witmer 444 Rockwood Dr Charlottesville VA 22903 JUNE 15, 2022 BOARD OF SUPERVISORS APPROVAL LETTER FOR SE202200221 WITNESS the following duly authorized signature: Owners: By: Anna Marie Witmer By: David S. Witmer By: Mallie P. Haynes By: Jasper L. Haynes 5 �y OP A(a Rebecca Ragsdale m County of Albemarle rra¢sdalerdalbemadeor¢ Community Development Department - Planning Telephone: (434) 296-5832 ext.3226 �ae�tP June 27, 2022 Scott Collins Collins Engineering 200 Garrett Street, Suite K Charlottesville VA 22902 scottr•lcolTins-engineerin t.com RE: SE2022000221 Galaxie Farm - Variations to Code of Development (ZMA201800012) Action Letter Dear Mr. Collins, On June 15, 2022, the Board of Supervisors took action on your Special Exception on Tax Map Parcel 09100-00-00-00900 in the Scottsville District. The Special Exception was approved by the Board's adoption of the attached Resolution. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with the approved SPECIAL EXCEPTION; • approval of and compliance with a SITE PLAN Should you have questions regarding the above -noted action lease contact me Y 9 g g ,P Sincerely, Rebecca Ragsdale Planning Manager Planning Division CC: Galaxie Farm Investments LLC 600 East Water Street, Suite H Charlottesville VA 22902 WWW.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 229024579 RESOLUTION TO APPROVE SE 2022-00021 GALAXI UCFARM VARIATIONS TO CODE OF DEVELOPMENT (ZMA20180001 2) WHEREAS on consideration of the Memorandum tre cared in conjunction with the SE 2022- 002 l Galaxie Farm — Three Variations to Code of Development application and the attachments thereto, including stairs supporting analysis, any comments received, and all of the factors relevant to the variations in Alhenuide County Code §§ 18-8.5.5.3 and I8-33.9, the Albemarle County Board of Supervisors hereby finds that the In variations: (1) would be consistent with the goals and objectives of the Comprehensive Plan, (2) would not increase the approved development density or intensity of development, (3) would not adversely affect the tinning and phasing of development of any other development. in the zoning district, (4) would not require a special use permit, and (5) would be in general accord with the purpose and intent of the approved application. NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervisors hereby approves Variations 9143 to the Galaxie Farm Code of Development, on the condition that development be in general accord with the "Galaxie Farm Road Plan," prepared by Collins Engineering, dated March 8, 2022. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on June 15.2022, Aye Nay Mr. Andrews Y _ Mr. Gallaway Y Ms. LaPisto-Kirtley y Ms. Mallek -y Ms. McKee) i _ Ms. Price Y 7 y oC � ! 6 /%Sr Clerk, Board of County Superv' s SCOT*RL'L�INS�'�',- Lie. No. 035791,1, �o� 1/20/23�� �'SIONAL ' �O z 3 w z O In ZU i rn W J 0 Z z O n to to Vl U) H 0 Z 0! W W Z L9 Z Ul Z J J U N N z r) W 06 LU V / , ^ J lwJ' LL~z LL 0 LL /�L CL I..V LL LU irk X J V H W w w a JOB NO. 202194 SCALE N/A SHEET NO. 1A / I I NOT ES: 1 THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO426D ADOPTED FEBRUARY 4, 2005. H 0F�� r i I — 2. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY ROGER I / / / C) �- W. RAY &ASSOCIATES, INC IN FEBRUARY 2020. L� Lic. No. 035791/1 TOPOGRAPHY HAS BEEN FIELD VERIFIED IN FEBRUARY 2021. / / Ono 1/20/23�4 3. PRESERVED AND MANAGED STEEP SLOPES ARE LOCATED ON THE PROPERTY AS SHOWN. NO PRESERVED STEEP SLOPES / / �SS70NAL V, ff ARE IMPACTED WITH THE PROPOSED DEVELOPMENT. MANAGED SLOPES SHALL BE IMPACTED IN ACCORDANCE / \ TMP: o zoo-oo-00-oz000 9 TMP: ogzoo-oo-00-00860 ' WITH ALBEMARLE COUNTY REQUIREMENTS AND REGULATIONS. OWNER: COUNTY OF ALBEMARLE / I \ / OWNER: COUNTY ALBEMARLE — 4. 100' WPO STREAM BUFFER IS SHOWN. SCHOOLBOARD ACREAGE: 8. I - AC / \ ACREAGE: 8.33 AC ZONING: Rz RESIDENTIAL 5. EXISTING WELLS SHALL BE ABANDONED PERMANENTLY IN ZONING: Ri RESIDENTIAL D.B./PG.: 1979/044 / \ / % ACCORDANCE WITH THE VIRGINIA HEALTH DEPARTMENT D.B./PG.: 1979/044 / GUIDELINES AND REQUIREMENTS, AND IN ACCORDANCE WITH / / / / / / � 12VAC5-630-450. \ �/ o I 1 EXISTING STREA i 1 I / J a EXISTING POLE AND OVERHEAD � w w / / ' XISTING TREELINE POWER LINES TO BE REMOVED p m I J j EXISTING COUNTY / z z z PRESERVED (A `1 0 EXISTING GRAVEL / / / Z °1 0 STEEP SLOPES ROAD TO REMAIN � o z z a z O o_ Lnm w s Ln /EXISTwGWPo / / a a N76'2 ' 60.43 � � ��� � 5665a Ar, � V A /STREAM BUFFER Z \ / EXISTING BUILDINGS / \ TO BE REMOVED �/ 5 / � .� / �a-� / LL�u/ .. IE \ /�F / PROPERTY LINE li TMP: 09100-00-00-012Ao Ln OWNER: THOMAS, DANNY B SR / / w ACREAGE: 0.51AC / TMP: ogzoo-oo-oo-ozzoo - I CON ZONING: Rz RESIDENTIAL ) / WB/PG.: z76/z3z / / OWNER: SCHOOLBOARD EMARLE ,\ - cnsl c COUNTY OF /11 ACREAGE: z .8oAC � �. I � \ � ' ZZONING. RzRESIDENTIAL / / , - �° ,-- Iz D.B./PG.: 5258/620 / ` I 1 V A �� % .{ I CO N M / / E R D EEP LOPES N N -EXISTING POLEAND OVERHEAD I POWER LINES TO BE REMOVED i EXISTING 15" CULVERT o ,TO BE EXTENDED I I _EXISTING PROP ANE TANK / EXISTING SANITARY SEWER TO BE REMOVED r'z�! (E) WELL TO �� , TO REMAIN EXISTING BE ABANDONED C \ /LVERTI TO BE REMOVED \ ,� / / ��� EXISTING GALAXIE FARM \ / 5.59'90 - / �� jLA NE ROW TO BE VACATED > >•. L9 LIMITS OF PAVEMENT DEMO s (2 z) 1 / /� J zo' ROW io' PAVEMENT E o / -', EXISTING PAVED DRIVEWAY o \ - / I s / O 9 / D.B.i 8- o z PLAT \ TO BE REMOVED / � / 9 59 �59 / PROPERTY LINE do / PA ED DRIVEWAY, b� /� g-z6i PLAT _T-,�-s o r � D.B.zi 1A� _ �6, v ��� �f0 BE REMOVED / /� / - s3 a AS ti. R _ ys a.3.W 6•g34 W D.B.zig-357 \ / >9. __ -- -, 3zr , _ 2k� / �(' / I —(2 ;-6�' \ _ — - — 25,a� I�/ \ / D.B.619-366, 368 PLAT __. / 7 o R A / \ EXISTING BOUNDARY 03 // / L TMP \ 4 8 2 F / / LANE q 85 / ` �? / N6t r�, W ac y % /,, / M ogzoo-oo-oo-oz3oo % / GALAXIEFARM - 36 / ,. 3y / TO BE VACATED N OWNER: COUNTY OF ALBEMARLE \� \ \ S43 ` O, 52 / Ices ' Xn... I20 2 -= / a� IF .. 55,79. 9� SCHOOLBOARD �� b 5 3 ! '` G� ACREAGE: 25.96 AC °'W - 47'5 I�1 ZONING: Rz RESIDENTIAL L.L D.B./PG.: 2o96/737 Wis - q0 y� / EXISTING TREELINE' V / i '/ TO BE REMOVED EXISTING BOUNDARY a ;z e' - J 4z I o �,\ O BE REMOVED TING GUARDRAIL J � lzoo �'r t � � PORTION OF EXISTING EXISTING FENCE ��� — T TO REMAIN / / / TO BE VACATED E, // /COUNTYDEFINED ` —ss \ EXISTING TREELINE/ / 5°/ / / / / / / / / / J EXISTING FENCE ANAGED STEEP TO BE REMOVED / TO BE REMOVED SLOPES, TYP. - I �& of 1 06 EXISTING FENCE / / O zo' PERMANENT ACSA / Q X 1 /� � � � / / � / EXISTING BUILDINGS ! I SANITARY SEWER EASEMENT �� � � TO BE REMOVED _ / / / / / / / / EXISTING TO BE REMOVED f I (D.B. 3179 PG. 90, 95) PLAT \ \ uj Z \ A EXISTING TREELINEi / // / �/ / i / DRAINAGE DITCH / — 7 c / J \ W TO BE REMOVED EXISTING COW l BRANCH STREAM % // / /EXISTING BUILDINGS — - ,-_ / EXISTING GRAVEDRIVEWAY J / w Q I ���� TO BE REMOVED' TO BE REMOVED dL9 2! - TMP: o zAo-oo-oo-000Bo / 09 � / - / / / EXISTING FENCE / OWNER: AVON PROPERTIES, LLC / / / , l ACREAGE: PRO-R _ ' / / / TO REMAIN i/ V EXISTING 30' �� / _ / — �� ZONING: PRD-RESIDENTIAL � /_ `EXISTING WPO / D.B./PG.: y8gy/zz8 _UTILITY EASEMENT ROPERTY LINE I } , n / STREAM BUFFER T `J _. -,---- _ TMP: o zoo-oo-oo-oz800 '— 915. / ___- u _ .. I � �� / OWNER. WOOD, WENDELL W - - - � ) r � � � , �ACREAGE: z .z AC � U 0 L,� /� ZONING: RURAL a / � I --I O - / �z S S s _... - ,,..;, _. (l: 'Jf1 `' -" :. �-- 1 �/ ��✓ / � D. .. 2727/674 ' / y — EXISTING S _ OUN _ \ LJ,J D S 8 09 4/ �--� A SEWER TELEPHONE LINE R- —o6t 6 y / \ / �— -� ul � LL E > TMP: -'ogzAz-oo-oo-000Eo �. EXISTING 12" DIP OWNER: AVINITY ESTATES, LLC /� - - — A � TMP: ogzoo-oo-oo-oz6Do >' � ACREAGE: z.z4Ac �� WATERLINE w \ OWNER: SCOTTSVILLE ROAD EXISTING 30' 4 \ W ZONING: PRD - RESIDENTIAL - HOLDINGS, LLC BENCHMARK / I �� F� D.B./PG.: 5124/676 _- / \\ �� --- __ I I UTILITY EASEMENT // / J NOTE: THE STREAM BUFFER SHOWN HEREON \ �C ACREAGE: 2.22AC / TOP OF SEWER \\ \ ZONING: Rz RESIDENTIAL \ I MANHOLE /� SHALL BE MANAGED IN ACCORDANCE WITH E- X \ D.B./PG.: z /7oz _ TMP: ogzoo-oo-oo-oz6Az J / 3 57 - ---- 3 I I OWNER: ALBEMARLE CARTER ELEV:473-345, / THE ALBEMARLE COUNTY WATER PROTECTION MOUNTAINS MANAGEMENT CO 6 1 / / ORDINANCE. \ /) D.B./PG.: 348o1 68ENTIAL / �/ / � l I CIA /1p (E) zo' PERMANENT ACSA SANITARY SEWER ET PLAT (D.B. 2940, PG. 530) PLAT b JOB NO. 202194 GRAPHIC SCALESCALE \ �� I 1 / I I / \ / I / \ III I I 1 I I / / / o eo zo zoo 1 = 60 \ , II/ 11-4 (/ IN FEETSHEET NO. ) \ CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH C1 S75'40'51"W 149.57' 5689.58 149.57' C2 S76048'59"W 25.09' 5689.58 25.09 C3 S73032'54"W 173.95' 1472.4 174.05' REZONING PLAN REZONING PLAN PROPOSED PROPOSED PROPOSED PROPOSED REZONING PLAN REZONING PLAN BLOCK ID MAX. ALLOWABLE PROPOSED DEVELOPMENT DEVELOPMENT DEVELOPMENT DEVELOPMENT ACREAGE PROPOSED USE UNITS UNITS ACREAGE (max.) USE MAX. ALLOWABLE UNITS pLANNEDUNITS RESIDENTIAL RESIDENTIAL 1 2.2AC 12 12 2.20AC 14 14 (SFD & SFA) (SFD) RESIDENTIAL RESIDENTIAL 2 0.95 AC 8 8 0.86 AC 7 7 (SFD,SFA,TH) (SFD,SFA,TH) RESIDENTIAL RESIDENTIAL 3 0.76AC 10 10 0.80AC 9 9 (SFD, SFA, TH) (SFA, TH) RESIDENTIAL RESIDENTIAL 4 1.65AC 11 11 1.SOAC 10 10 (SFD & SFA) (SFD) RESIDENTIAL RESIDENTIAL 5 1.43AC 11 11 1.33AC 10 10 (SFD & SFA) (SFD) RESIDENTIAL RESIDENTIAL 6 0.81AC 13 13 0.82AC 15 15 (SFD, SFA, TH) (SFA, TH) 7 3.37AC OPEN SPACE N/A 3.66AC OPEN SPACE N/A N/A 8 0.46AC OPEN SPACE N/A 0.46AC OPEN SPACE N/A N/A TOTAL 65 65 65 65 T.M.g2-1zE R, BEN & MAI D.B.521, PG. T.M.g1-12A THOMAS, DANNY B SR WB.176, PG.131 D.B.1049, PG. o86 PLAT T.M.92-13 �yY SCHOOL BOARD OF ARLE COUNTY, VIRGINIA D.B.1033-313 D.B.1033-313 D.B.619-368 PLAT c9 may' - NE 64.85' OPEN TMPg16-A - - 3 � , - 52"E SPACE A LOT 41 LOT 4z 8 - - 560' 3' (0.14 AC) _ TMPgaB-41 TMPgaB-42 I 117.14' S4TS3'45"E-12e:95' _ - I I LOT -_--- - --- BLOCK3 _ II I �TMPg 8431 BLOCK41 lr 7 ---� r -� --- -- r ---�-- - �L-I u > L 11 J _ �1 l ---III -I LOT 6 LOT 47 III LOT 48 LOT 49 LOT 5o LOT 53. LOT 52 LOT 53 1 z LOT44 LOT45 4 TMPgaB-47 TMPgaB-48 TMPgaB-49 TMPgaB-So TMP91B- 1 TMP 1B- z m \ I TMPgaB-44,I I TMPgaB-45I I TMPgaB-46 S I 9 5 TMP91B-531 o I w � NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. 1Q REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LES. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. SEE SHEET 3 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. 8. CURB RADII SHOWN, REPRESENTED WITH AN W, DIMENSION THE FACE OF CURB. 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOU FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 12. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 13. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEET 1A. 14. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. 15. ONSTREET PARKING IS ONLY PERMITTED WHERE SHOWN AND LABELED ON THE SITE PLAN. 'NO PARKING' SIGNS SHALL BE INSTALELD IN THE REMAINING ARES. 16. VDOT WILL NOT MAINTAIN SIGHT DISTANCE FOR PRIVATE STREETS OR ENTRANCE. VDOT NOTES: 1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS PORTION OF THE DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. THERE IS ALREADY A MOT PLAN APPROVED FOR THE IMPROVEMENTS ASSOCIATED WITH ROUTE 20. 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED FOR THE SITE PLAN PORTION OF THIS PROJECT, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. REZONING PLAN REZONING PLAN PROPOSED PROPOSED PROPOSED PROPOSED REZONING PLAN REZONING PLAN BLOCKID MAX. ALLOWABLE PROPOSED DEVELOPMENT DEVELOPMENT DEVELOPMENT DEVELOPMENT ACREAGE PROPOSED USE UNITS UNITS ACREAGE(max.) USE MAX. ALLOWABLE UNITS PLANNEDUNITS RESIDENTIAL RESIDENTIAL 1 2.2 AC 12 12 2.20 AC 14 14 SFD & SFA SFD RESIDENTIAL RESIDENTIAL 2 0.95 AC 8 8 0.86 AC 7 7 (SFD, SFA, TH) (SFD, SFA, TH) RESIDENTIAL RESIDENTIAL 3 0.76AC 30 10 0.80AC 9 9 (SFD,SFA,TH) (SFA, TH) RESIDENTIAL RESIDENTIAL 4 1.65 AC 11 11 1.50AC 30 30 (SFD &SFA) (SFD) RESIDENTIAL RESIDENTIAL 5 1.43AC 11 11 1.33AC 30 30 (SFD &SFA) (SFD) RESIDENTIAL RESIDENTIAL 6 0.81 AC 13 13 0.82AC 15 15 (SFD, SFA, TH) (SFA, TH) 7 3.37 AC OPEN SPACE N/A 3.66 AC OPEN SPACE N/A N/A 8 0.46AC OPEN SPACE N/A 0.46AC OPEN SPACE N/A N/A TOTAL 11.63 65 65 11.63 65 65 BLOCK/PHASE CHART - APPROVED WITH VARIATIONS #1-3 ON JUNE 15, 2022 (SE202200221) LOT NUMBER LOT AREA s BUILDABLE AREA sf LOT NUMBER LOT AREA s BUILDABLE AREA sf 1 6,216 3,529 31 5,236 3,179 2 6,754 3,967 32 5,229 3,173 3 6,074 3,084 33 5,221 3,167 4 4,903 2,996 34 5,164 3,122 5 1 5,762 3,396 35 1 5,034 3,014 6 6,604 3,828 36 4,991 2,981 7 7,282 4,281 37 4,983 2,975 8 5,040 2,885 38 5,065 3,050 9 5,469 3,377 39 4,385 2,456 10 5,167 3,119 40 5,925 3,583 11 5,225 3,176 41 8,688 5,737 12 1 4,976 2,888 42 1 5,767 3,391 13 5,353 3,262 43 6,313 3,876 14 7,482 5,065 44 5,973 3,759 15 5,831 3,557 45 5,685 3,532 16 6,883 4,301 46 5,411 3,313 17 6,031 3,560 47 5,206 3,148 18 2,661 1,595 48 5,094 3,056 19 1,994 1,443 49 5,079 3,047 20 2,006 1,455 50 5,088 3,056 21 2,742 1,656 51 5,097 3,065 22 2,997 1,880 52 5,121 3,079 23 2,201 1,669 53 5,273 3,319 24 2,066 1,521 54 2,009 1,102 25 1,970 1,427 55 1,500 1,000 26 1,923 1,374 56 1 1,500 1,000 27 2,455 1,439 57 1 1,500 1,000 28 5,089 1 3,062 58 1,500 1 1,000 29 5,237 1 3,182 59 2,024 1 1,100 30 5,243 1 3,185 T.M.g1-z1 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT P u p C E-fl- -_ - - ` - - PUBLIC R/W) - (49ool _ - 8LIo INST.D ` i r TMPgaB 34 I TMPgaB-30I TMPgaB-4o 1 TMPg1B-38 TMPgaB-37 TMPgaB-36 TMPgaB-35 LOT34 TMPgaB-33 TMPgaB-3z LOT33 LOT3z TMPgaB-31 TMPgaB-2g TMPgaB-z8 LOT33 LOT30 1 LOT 4o TMPgaB-39 � LOT 38 LOT 37 LOT 36 LOT 35 III LOT zg LOT 28 l -III LOT39 1 J -- ----� -J - J - - BLOCK 5 BLOCK 6 58.58' 915.67' T.M.g1A-B OPEN SPACE,PHASE IV,AVINITY AVON PROPERTIES,LLC D.B.2267-750 D.B.4894-228 PLAT T.M.g1A1-E AVINITY ESTATES LLC AVINITY ESTATES OPEN SPACE E D.B.2267-750 D.B.5124, PG.676 974.25` T.M.g1-16D SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.550, PLAT 6o8 GRAPHIC SC ( IN FEET ) 1 inch = 50 ft. PROPOSED 6' WOODEN PRIVACY FENCE COLOR: NATURAL STAIN PROPOSED METAL SECURITY FENCE COLOR: BLACK CONSTRUCTION FIRE PREVENTION NOTES: 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. z. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN zoo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. PROPOSED T.M.gi-813 LOT LINE COUNTY OF ALBEMARLE,VIRGINIA R (TYP.) D.B.1979-44,46 & 47 PLAT ' LOCKS\ 15� B 842E 4o f FTML - PROPOSED _ g'5 �� I II OT77BUILDABLE LOT8 P 1B / / / / AREA (TYP.) TMP91B-8 \VIII )� / < \ 9 / LOT , TMPg16-g \� -- / ATMPgaB-/ 36„ I LOT io N76'25'14"E SPC OPEN ° \\ LOTii \� TMPgaB-1o\ 60.43' (0.04AC) C� TMPgaB-11 \ \ J v \ \ '��• LOT T5 \\\ /r TMPgaB-12 I C COURT. A TA COUNTY OF ALI D.B.z979-4 LOT 4�- MARIE CURIE 12 '.`.I ' �• PUBLICROAD L (49' PUBLIC RIW) -LL- _\ G .-..� INST. #:202zo011976` - K 7 _ _ OPEN � �', F OCK 1 \ �G y j 4 SPACE D / BLOC { 13.83' / 1 - I LOT 1\ a ���� TMPgaB-D C/ II 916 1 3 I-� °a �`r � . � � AV Al I I � � � .'•d.'•.•t`` TMP916-2 \I 0 AA TMP916-1\VAVI LOT �1 j TMPgaB-4V :•''•''': '' / 0 LOT - TMPgaB-3I1 1\ TMP91B-14 A A LOT 3 I \\ LOT 4' LOT 14: \BLOCK PHASE -- - GALAX(•E FARM LANE -....-- - - LINE PUBLIC ROAD (VAR. WIDTH 1 ' l = PDBLICR/W) ,INST#;ro22oo11976 ---- - _ _r - A e(.oa l - n�l>i E!Y■ OPEN • ill�Ai' Q•p�M�;,I 11�Di IBM A�1) • MI 00 ■ \/ ®Illlill�l•IIIIiIAItt• iL � � � •Iillilliltfm •lillillill® •IIIIIIiL • I NJ �eirBGKrd= � e� LOT / I 1 I TMP 1B-1 '• ' v 9 5 I / OPEN f // SPACE E LOT / ) 16 TMPg16-E/ BLOCK'7 / TMPgaB-i61 / o BLOCK 2 / LOT 7 \ TM 1B-1 `z F C � O FQ 18 �\ Lo 0 A .OT 0 9 0 20 ,I w•r d 632 25.43' T.M.91-3.8 / / ' , O' , s'•' ✓ WOOD, WENDELL W /'• . / � • . I / DB.1727, PG. 674 PROPOSED: SWM FACILITY • ' bu --- N3 9'00'59"W 242.11' _ 7 09'427N 2 4 T.M.gz-16A1 SCOTTSVILLE ROAD HOLDI C/O KAPPA SIGMA FIR D.B.3257, PG rLAT D.B.1o8o,173 k7 SCOTT7R. CDLLINS'Z ti Lie. No. 035791,E p 1/20/23 �4 o L&InhTA1. E�Gl z . g� O_ I Z w I o u, ; U) Z Ln Ln w Li I O z Z O J uE� > m w In In I � I J > Z ; W z� L\ M MENNEN Cy� N M WN O W� N N zMENNEN L9W H a- I..L. 06 z Lua V D J O zQ L.L J a W o Q LL L JOB NO. 202194 SCALE 1" = 50' SHEET NO. 3 .EA I / T.M.91-8B m PRIVATE WALL 9' i N T.M.91-10 EASEMENT \' COUNTY OF ALBEMARLE,V ZIACOUNTY OF ALBEMARLE, VIRGINIA INST.#ao2z00011976 ��\+ + ' ' D.B.1979-44,46 & 47 PL / / IPROPOSED RETAINING WALL G L / _ \ " D.B.1979-44,46 & 47 PLAT ' � ' DECK DECK s==° I � " ADDITIONAL NOTES: aOVERaDECK _ , A THE 2o' PROPOSED LANDSCAPE BUFFER SHALL BE LOCATED zOVERa 20VERa SEE DESIGN ON SHEETS pRE�P�N\N ' CKI�YPI'1 I I -I L \s8 PROPOSED LOT LINE (TYP.) WITHIN ENT ON THE INDIVIDUAL LOTS. THIS BUFFER 5' SIDE SETBACK OPOSE SE(BP I - - / / \ IS FOR THE DOUBLE FRONTAGE LOTS 1-4 ALONG MARIE CURIE SIDE SETBAc / 52 PR '. RE?`R % 1' �\ I \ / / \ COURT AND GALAXIE FARM LANE. THE GALAXIE FARM HOA SHALL OWN AND MAINTAIN THE LANDSCAPING WITHIN THE 40 I v PROPOSED PUBLIC RIGHT-OF-WAY / r LOT I / / \ BUFFER AREA. ` Y I / PROPOSED BUILDABLE AREATYP. PRIMARY TO EXTEND TO THE PROPERTY LINE FOR 52 ' ' \ PROPOSED LOT LINE (TYP.) ] /ory / \ / \ ( ) COUNTY DEFINED ®BOTH UNITS LOCATED ON LOTS 23-26 SHALL BE AFFORDABLE INTER -PARCEL CONNECTION TO TMPgz-io / i +,\ I rAI I /�/ / \ \ PRESERVED STEEP DWELLING UNITS MEETING THE AFFORDABILITY ENTRANCE PRIMARY ENTRANCE ENTRANCE j ' ' / \\ \ LOT \ I I I TMPgzB-7 / / / / \ \, Fo_ SLOPES (TYP.) REQUIREMENTS AS STATED IN THE APPROVED PROFFERS. IN ' I I / / ADDITION, THE BOTTOM UNITS ON LOTS 22&27 SHALL ALSO $ TMPgzB-8 I / / LOT • e �� V A V A I I�- / // \ k V BE AFFORDABLE DWELLING UNITS MEETING THE fi \ � AFFORDABILITY REQUIREMENTS. THERE SHALL BE (10) \ DR)ivEwnY R DRICARVEWAYS / '\ \ '� \ >\� �� \ ' �I I f L• ~ - \ / AFFORDABLE UNITS TOTAL. SEE ASTERISKS ON THE LOTS 1e (2) AR / �' \� TMPgzB-g \ �� I \ / /.. '� TMPgzB-6 / \ , ''," / DENOTING WHICH LOTS HAVE THE AFFORDABLE UNITS, AS L- - PROPOSED VDOT STD. \ A 8, _ / / A`. SPECIFIED. NO PARKING' SIGN (R7-z) � V 1 % 3g A / / / © THE SIX (6) PARKING SPACES ADJACENT TO LOTS 22-27 ARE PROPOSED SIGN STATING STUB -OUT ISA A ' \ �� LOT / - - A / /++�" \ TMPgzB-10 A / /, / RESERVED FOR THE ACCESSORY LOWER LEVEL UNITS FOR SITE FOR A FUTURE ROADWAY CONNECTION - A ,.a V `¢ A / / 9 / /5k95 LOTS 22-27. ONE (1) PARKING SPACE IS ASSIGNED TO EACH OPEN \ LOT \ 38'\ / / / \ r ' UNIT. THE UPPER LEVEL UNIT EACH HAVE TWO (2) SURFACE \ \ TMPgzB-za •.n \ / / / A r- " TYPICAL 2 OVER 1 UNIT /; SPACE C ' / �\ 4:: / PARKING SPACES IN THE DRIVEWAY. PROPERTY LINE r ('' R VA �\ 10 �� A \PROPOSED joo4AC)-\ PROPOSED VDOT STD \ CONCRETE SIDEWALK a w 0 ------------- N I O'xt 6' 10x16' DECK 10'x16' DECK 10'x16' DECK DECK 22 22 SECONDARY SECONDARY ENTRANCE -ENTRANCE SECONDARY R o ENTRANCE N ENTRANCE LAUREL(M) LAUREL(M) LAUREL(M) LAUREL(M) SIDE SETBACK 5 SIDE SETBACK (1) CAR (,) GA (1) CA (1) CA GARAGE GARAG GARAGEGARAG 12'x2O' 12'x 1 'x 0 MIN. MIN. MIN. MIN. .R PORC - oRc cP IMARY PRIMARY EN ANCES PRIMARY NTRAN 18' MIN q• NTRANCE — RIGHT OF WAY 8' MIN_ SETB'ACK.: '.CQNC - cj RI LOT PROPOSED VDOT STD. / \ / + TMPgzB-C " • \ \ 'NO PARKING' SIGN (R7-1) CG-gD ENTRANCE (TYP.) r ' LOT + + + * S \ 11 PROPOSED VDOT STD. 'NO PARKING SIGN (R7-1) \ \3r' FRONT- ETBACK (TYPJ / PROPOSED PUBLIC 54 e . RIGHT-OF-WAY (TYP) \ $ R � \ \\ TMPgzB-5 I J. , 12+00 + , + + ' i , + i I LOT \ 400,R MARIECURIE 000RT I % �+ I I 12 - 2o.EP \•. N }00 PROPOSEDVDOTSTD. PUBLIC PUBLIOAD I \� - I \ N '�' 'NO PARKING' SIGN (R -1) yoo - ii�i+ " ,+' + 7 (49' PUBLIC R/W) '�OW BRANCWSTRE?\K I I TMPgzB-1z INST. #: 2022000,1976 ,+ , _ _ o PROPOSED VDOT STD. CG-6 CURB (TYPJ f 9S PROPOSED VDOT STD. _6�_ - - -) - OPEN 0000,+�++ STOP SIGN (Rz-z) ro � PROPOSED PLANTING STRIP TYR SPACED I II \ Sr T�RE0E2TS\IGN \ v\ (1' +,.2+ '5 iA, +, C) , \+ +\i++ 83° f/ TMPgzB-D LOT \ 1 PROPOSED VDOT \ MAX. SETBACK CC-6 CURB STDPROPOSED VDOT -z3 NOPARKINGSIGNDLOTST TMPgzB CG6CURB(TYPJ (R7- PROPOSED ROADWAY I - 2TYPICAL TOWNHOUSE UNIT PROJECT BOUNDARY LOT 71 �+ ++i L/ , + , + 5' SIDE SETBACK TMPgzB-z \I \\ _ -�• PROPOSED 5' 9� c. \ \ \ \ J I I' LOT I \i1 LOT II \ (� + MGS GUARDRAIL CONCRETE SIDEWALK \ �6• i \ I I II 3 I \ \\ !+ \ O C9 /'"+,i SYSTEM 'i'�', + ' PROPOSEDS'PRIMITIVE \ \ \ �, \ ) I (>� - >';E + TRAIL, SEE DETAIL SHEET 10 5' SIDE SETBACK TMP91B-14 OI. \ TMPgzB-z \ I -_',I II I \ \\ \ _ + 1/ ( + , +i'\ + - 'i'++,i • i / , �\ \ YAR. WIDTH SIGHT- II TMP91B-3 I \ \ TMP)1B- (/ /•Q�� PROPOSEDRETAININGWALL + \ " - +`.(P)VDOT STD. i oa\ \ - - - \\. / SEE DESIGN ON SHEETS ' �" " >, , ��++MGS GUARDRAILS LOT PROPOSED \r, v \ DISTANCE EASEMENT + i' + i++ i'' ,i'" TWO (z) 8'x2c PROPOSED 1 \ `O PROPOSED VDOT STD. \ II \ ,/ �, ' + >> i ``11 4 D VDOT STD. n • . INST. #: zazzoo011976 \\ -'�. �- - 4 - z '• / 'PROPOSED + "(� -PROPOSED VDOT STD. SYSTEM I� 'NO PARKING' SIGN (R7 1) m 'NO PARKING' SIGN (R72) \ ' RIGHT-OF-WAY ', ' ' + SPEED LIMIT SIGN (Rza) ONSTREET PARALLEL � I \ ��\ --I =-''PRIVATE WALL /',i+ ,++PROPOSED 4' T PARKING SPACES o PLANTING \ I \ wOPOSED = --I \ EASEMENTi / ' " v w\ \ STREETSIG\\ zo'PRIVATE 1 , 97 ,BIKE LANE + • '>"'+ O� PROPOSED VDOT STD. PROPOSED 6' PROPOSED VDOT STD. \ INST.#:zozz000u 6 STOP SIGN (R1-1) STRIP (TYP.) = STOP SIGN (R2-1) ' SCOTT /R. ODLLINS'Z H Lic. No. 035791,E A 1/20/23�i Z - g w ( O to � a a f \Il U) � Z LID Lu Z Lu Q O z 0 `n m W7 ` d' U) ( J W zk C m N O N CD TIE INTO EXISTING I 1. _ -- -- \PROPOSED LANDSCAPING EASEMENT + + + f� INST: #:zozz000zzg76 ',+ PROPOSED DRIVEWAY. CONSTRUCTION PROPOSED VDOT STO7 _ _ - - - - _ VDOT STD. ff -1z (TYP.) \_S �' - \ STREETSIGN, SHALL BE CONFINED TO THE PEED LIMIT SIGN (R2-1) 12- - - - - \ +,� + P 4 z• SIGFITDISTANCE=z8d - SUBJECT PROPERTY &PUBLIC > ' • °• ° •, � PROPOSED VDOT RIGHT-OF-WAY, AS SHOWN. _ L \ _ - ' � SPEED LIMIT SIGN (Rz-z) 84° 3 if — GA PUgLICRO LIOR� ` / - _-IGHT DIST ANCEazBo �/ A �IID PUg7 (: 'n 4 Q ' / R✓ (\ TYPICAL TOWNHOUSE UNIT NT D\5 PROPOSED \ 1u - _ - - 5 INHppp1 9 6 "T \ �2 TI S IATEORTESTING M \G PROPOSED VDOT STD. VDOT STD. _n a a - - - / PHASE �.S TTSVILLE ROAD N.T.S. NO PARKING' SIGN (R7-1) CG-zz (TYP.) PROPOSED �- m _ _ —.w } ry N _ STREETSIGN 60 3oo'R �_ - pNASE II J PROPOSED VDOT STD. q5 / STA. 1o+oo CG p� PHASELINE + •.'>.. - �' \ // 0h R}o ('M PHASE LINE 6 CURB (TYP) ' + . +(P)VDOT STD. , + LL -PHASE II - --3 , ' ' , ' " + (P)5'CONC. SPEED LIMIT, S/W o , PROPOSED VDOT STD. • __ THREE (3) zo xi8 PROPOSED + ' - SIGN (Rz-1) o - � - - I > - PROPOSED PRIMITIVE�- ' FR NT • + n STOP SIGN (R1-1) 7 / / + , �; PROPOSED VDOT STD. + S + i / ,CP h�"tpt(• O PARKING SPACES SET CK. a„ , ' + / PROPOSED VDOT STD. , i(7 ) , " AIL SHEET? , + ' ++ ' + ' ' i, ' , ', + PROPOSED VDU T`D. p ' + + ' '' + ONSTREET PERPENDICULAR ' , S p m LOT a + + TMPgzB-z5 NO PARKING' SIGN R a TRAIL, SEE DETAIL + , , , , , , , / ,'NO PARKING' SIGN (R7-1)� OPEN (TY .) 54 a n RE SPEED LIMIT SIGN g;1 � N + + 5', b / J , , + + ' + ' ' ' ' + ', + (P)GR-g VDOTSTD. u g • SPACE A , 10' TMP91B-54 0 SETS K :e 18' LOT :� / / ..PROPOSED SINGLE FAMILY+ ' + ' + + GUARDRAIL TERMINAL-. SLOPE / ry • . 0.12 AC - . i " ,i , ++ + + 75 ST`i ) (P)TC�T ` • • O 1 ' DETACHED HOUSE W/ , ' +, i' ,+++' +'+ ¢ a .�`� / TRANSITION CURB FROM CG-6 ( ) ' " ' COT > _ • �/- /---_ /) 5 + ' TWO CAR GARAGE (TYP.) + ' ' , ' ' i (P) GR-z VDOT STD. GUARDRAIL, 0 h� TO CG-7 AROUND RADIUS AT TMPgzB-A pP a ^� I,. (9 / �J, 1/, +"+i+ "+EXISTING STREAM (TYPJ+' i,+'i++-'+ •+.: + (INSTALLED AT z6:1 FLARE RATE) , o. ENTRANCE. MOUNTABLE i' ' p. <-„ o PROPOSED PROPOSEDVDOTSTD.I ( 'ir>' +�" DH C,0 "° uj 2' 34{+ O "- 55 a ry - ^// '_ I+ ' _ +, q"+ ,+LENGTH=30'(INCLUDING TERMINAL) al(\ �P �(f n' CG-7 CURB WITHIN SHY LINE 5 MAIL KIOSK > CG-6 CURB (TYP.) / / ' + '> z W 18' + TMPgzB-55 a z'HIGHi J, ' I A (8' FROM EDGE OF PAVEMENT) 'DIAMOND PRO SEGMENTED ' .i,"" +'i i, , TIE -INTO EXISTING " gyp? 22'F -F/C LOT + + - : v /o �- \1p, / + RETAINING WALL SYSTEM B F EPO ,P ++ +i++'ii + `+ + SCOTTSVILLEROAD+ ' MOf� PROPOSED VDOT STD. <: a /� v - - + ,COLOR:JAMES RIVER BUFFER R(TY J, •'+- +,(ROUTE 20) WITH MIN., �P h�00 - - - - - - f CG-z CURB(TYP.) 6 o ++'{' i + + ,i� + h V ) TMP 18- 6 5 o n 'i", 90 ®® ( 1:1zTAPER, ' 0 un z 2o'FC-E/P 9 5 d D / ,/ ( , E/j+% I/+' + i"i+i+'+�ii'++ii i 'ii iiCONNECTTOEXISTING , + , `0� EN / \ I ,i++, i ti� ' ;;:; , GR zoVDOTGUARDRAIL' ' v E" J J i� ------ LOT , ,DPACL B ®® �. � / TMP 1B-16 / / �', +, ',i R �CE , �, 'ii++"ii >+� + // <„ + ' - / 9 + C + , "' '(DISTANCE OF GR 10 GUARDRAIL L9 F"'� w ^ o = ` g o (u.4l, AC) ®a a l / \ LOT c IS 20' FROM CULVERT), `µ t lJ m II " ^ 5] a n a / TWO (z) 8'xzo' PROPOSED O 4 O TMPgzB-57 a TMP 1B-B (P) PATIO/ ONSTREET PARALLEL / f \ ,.,// f4 OL 0 0 75 VAR. WIDTH SIGHT FIRE PIT / / \ PARKING SPACES TMP zB-E EXISTING BOX " F } PROPOSED VDOT STD. WP-zuj TMPgzB-52 TMP 1B- Z 1, $ - - , '+ + ' 9 , CULVERT' `=T"` MILL&OVERLAY CONTRACTOR H� 9 53 m N <- LOT DISTANCE EASEMENT i �,.. �o FA , ',y / \ \\ \ / + i' ', i' ' +(�/ " +"+-+ + i' J+ ' e°' ,yo. TO MILL & OVERLAY ROUTE 20 Q' F- - ~ °ry 8 o ' ,INST. #: zozz000z385o i •F \* / • h� \ \ / ', + '+ ' + - + O + l`' s I"I +� ' "++'i'i 'i' +i' +'+' +' '++' ' + + ++ / TO THE CENTERLINE. I -I -I i -- LOT o d ¢ [C 5 a nl ?k �A PROPOSED VDOTSTD. i I i' i / " LOT S a > a TMPg16-Se o / / T� / e / + '+ s a U 2 ^.A / 'NO PARKING' SIGN (R7-1) 5 53 > n N Z [L6�_ N E,zao / / O �< / / �w \�\ \ ", + /// AG O �C S / / i ++ ++ i ,. > + PROPOSED VDOT STD. /e \ �QSTOP SIGN (R1-1) TMPgzB-59 \ i+l+i '{++" O+ 0 J 9• / TMP 1B-1 `r W _ - PROPOSED AG \ / 9 7 _ pp Q , + ++, '++, PROPOSED VDOT STD. //� RECREATIONRL /�$° / \ / /++"�,""+' 'NO PARKING' SIGN (R7-1) _ I 27' R/ -R/\1V �> 75 _ OPEN SPA E/\p�(' 'P •,yof. ' \ \� LOT\�+',+" ', , �e.• Q - - - _ _, - O PROPOSED 1z'xz8' MIN., / O\S �r" �� \ \\ 1] /JQ,�� /\\/i�\'/\\/,\,i\ +"PROPOSEDiLOT LINE (TYP.), +' i' i ° S 52, __ --- ul LL DRIVEWAY(TYP.)•,,+ + PROPOSEDVDOTSTD.I+,i" ,i++'+�+ + i++' ",4y " o \`r(c \ \ •�/ /k./\/i\� /\\i /�\, , +i'i' ++, i' ,i'i ,\ i , + PR PARKING'SIGN(R7a) � (P)6'PLANTING 1 �\. L I STRIP(TYPJ A 1 PROPOSED 17+00 Too'R. VDOTSTD. \ / / }OC. o�G ` LOT �QJ �\�/x \ \ ,+4 HIGH CGaz(TYPJ 97 PROPOSED 15 ;'. 91, 1H�� \ \/�/�/�\\\,/�j� �,+ i',-,'\\i\ ',iR RETAINING WALLS STEM AMONDPRO D'}Iql+++i' +i++i ' + ++' + '+O"� , / SIGN MAR ON COURT \�\\/` + _ "> /h a (P) DOT STD. °,COLOR: JAMES RIVER I, i++ „- PUBLIC ROAD \ LOT J W CG- D ENTRANCE \ w PROPOSED VDOT 1B+ UBLI R W 9 \ C, . STD.CGaz(TYP.) 00 (49�. / ) (TYP.) ,•�� _ '9a" 19 � TMP zB-z8i\ix •aC ' ', , / INST. #: 202200033850�>i Y� ++' -= LOT e E / \ \/l a o _„ d z •' \\,.: o x, o.+'\i\\ix �' ' �i, i' 'PROPOSED SWIM VDH /� � 1•'1� PROPOSED VDOT STD. i v �.\ " �e / ;T��\\�/<✓ ��'..w� `/ 9a. 20 ✓ �1 ,. FACILITY (TYP.) H I — - -STOP SIGN (R1-1)E�TMP� zB 1 = +�� 9� ��, / CJ PROPOSED VDOT STD. r ° z 8 \"'a?:%\\\�'� \ LOT �'P �6+� �,; �,\;'11" x C,+''+ii ++'iii+'+ ++�>{il COW BRANCHSTREAMi, . 3 +++.J ENT L.. - 'NO PARKING! (R7-1) 2 ' F -F C 20' '•, y \ \ \ / �� + + i +; , , + % '++,+ _, 21� � /TMPgzB-zo• �� ��/ +� ,�' ,PROJECT•BOUNDARY (P) VDOT STD.e�T° /.%��\��i ��i + +{ '+ + / PROPOSED PET TMPgzB-zg TMPgzB-z8 SPEED LIMIT.:* B'* 0* B\/, SEE DESIGN ON SHEET 6+�, i'+'++'+' I / LOT LOT I SIGN (R2-1) B * * * I �,\,�, / p - I -ry * * -^ 0 i. ;%\'� \\\, / TMPgzB-21 29 °o 28 O 18' k * * -m * * m m " LOT ^ \\/i i �, i�i\`%\��'. PROPOSED+ii I / " 0 LOT r , //i,\�\��\'y/\\�\\�\<,� :/ '++ - / NOTE: F LOT \\\03 \/\Ni�/ tih SWMFACILITY T�' ALL MECHANICAL EQUIPMENT u 2o'EMERGENCY ACCESS Tn +' LOT LOT LOT 23 22 1 ++,/��� ��� +� ' \;` ' +i�+i'++"i'+i 'Cn'+' i+'+'' O AND BICYCLE & PEDESTRIAN ACCESS I © 2 26 25 24 �\\/x,�\, SHALL BE SCREENED FROM THE EASEMENT (INST.#:zoz200013850) ]!<\!e ENTRANCE CORRIDOR. TMP zB-z TMP91B-z4 TMP92B-z3 TMPg1B2z "+' , ,+'+ ++ ILevll ) _ D I TMPgzB-27 TMPg1B-z6 9 5 (P)4 BLACK RAILING �'�„ + •I' i + i+ I ' i / '� zUNITS zUNITS PROPOSED SINGLE FAMILY SEESHEET3FOR + -}- EXISTING FENCE TO BE EXTENDED' SIX (6)1o'x18'PROPOSED 10' Im zUNITS zUNITS zUNITS ®.'. ATTACHED TOWNHOUSE W/ DETAILS , AND CONNECTED TO CREATE , "+ � .. ® ® ' SINGLE CAR GARAGE (TYP.) CONTINUOUS FENCE ALONG THE + ONSTREET PERPENDICULAR, ° ® _ ,(P) HVAC UNITS WITH +i+ ,�, ' PARKING SPACES �:. 4'SCREENING FENCE' \ \ice\\�\�T,E� ' SOUTHERN PROPERTY LINE. + GRAPHIC SCALE _ _ PROPOSED VDOT STD. ® ,(TYPICAL) '+i ' \ \/w<��' Xi� ' 6 WOODEN FENCE (NATURAL '�) + 'NO PARKING' SIGN(R7-1) ' ,i,�\,,,,, \���\/,'FINISH) SEE SHEETS FOR DETAILS + ++' ,�" // 30 0 1s ao so zo'E/ -E/P - v� v v ' " �'�+, ' " ❑ z8 22' 2 ' yr RM �' ' PROPOSED REMOVABLE BOLLARDS COMPATIBLE - _ WITH KNOX BOX LOCKING SYSTEM FORFIRERESCUE ��COUNTY DEFINED MANAGED NOTE: PATIOS AND DECKS ARE _ ' " i i i i i TO BE INSTALLED TO PREVENT VEHICULAR ACCESS •`;-i - PROPOSED ASPHALT PARKING -.l ALLOWED TO ENCROACH INTO TH E,,i+' + ( IN FEET ) LOT& EMERGENCY ACCESS, STEEP SLOPES(TYPJ ++ +'ii - - _ :BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES.- _ —STEEP - - SETBACK A MAXIMUM OF 4'(TYP.) --- --- ----- + ' ' ' - + + + ' i ++' , i' ' 1 inch = 30 ft. , i•+ii +iii ,i / SEE DETAIL SHEET SEE DETAIL SHEET? - - ' 'r o IN/ 5' F ONT SETBAK £ I6 I F-POPLAR POPLAR I POPLAR zo n n PRIMARY m : RY ENHANCE PRIMARY n ENTRANCE CE .1z YE�N" 5 EA SETBACK ,J e s:c, w Lu I w w a U) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 4 , T.M.91-8B GENERAL UTILITY NOTES: T.M.91-10 \>a. COUNTY OF ALBEMARLE,V GI IA 1. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE COUNTY OF ALBEMARLE,VIRGINIA D.B,1979-44,46 & 47 PL T DEDICATED TO ACSA FOR PUBLIC USE. D.B.1979-44,46 & 47 PLAT \ 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO \ THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. �r 1 I j — LOT / + , 7 I /// /// �/\�� �\ `/ �+'yi+,', +',+++•ya+ / \V \VI I II / i v �� v �'y++++, f+•+ •• PROPOSED 8" G.V. & 8" TYPE A /� � � LOT ' + + + • ' + BLOW -OFF ASSEMBLY J/ \\ \ / y�,L �\ 8 \ I LOT i y �\ N LOT_9 OPE+N.' y �"� \V 'A \ 5'MIN.HORIZONTALSEPARATION, , SPAS �� \\ LOT 1 _ -� \ \�/ V A yiEQUIRED BETWEEN ACSA UTILITIES& + + \ 10 - \ / STORM SEWER, AS SHOWN. TYPICAL. / v OT A� \ \:� L \ \ PROP S D 6 CL. 5z > NI / r LOT \ ++ , 2� 'O \ 11 DIP WATERLINE P. U,��o ,.G v \ i — — — \ `� \ - PROPOSED LOT .p y� \\ 5 LINE, TYP. —� PROPOSED 8" SANITARY f \\ ' ' ' i + iAO \ PROP SED WATER \ SEWER, TYP. m I \ I e • O \\ SERVICE, TYP. I ". W p 'I \ I ' ' i','y ' y� \ YN94 0 2+00 w LOT I - \ a W +p0 w w w� MARIECURIE,OURT \ / 12 - _ ` £ N �� w PU LIC R AD �..._ — �% 6 +'> '�' y + �• ' > ' , PROPOSE 6 G.V & 6"TYPE + + ' >'� ' 'y+COW BRANCH > y \ •' '" £ �— (49'NBLIC�R/W) �' iA B4OW-QFF ASSEMBLY .�, ' >i� ,i , > STREAM 3 a 5 / w INST. #: 202200011976 ;. CC w — 6 \ .OPEN /COUNTY DEFINED' ' / �OPOSED SG.V.. �a ,e --� i I PAC�� PRESERVED STEER TEE, (1) 6" G.V. O w/ ' / I I\ SLQPES, TYP. y / y ' 1— AND (z)8"G.V. \ ' (1. AC) / ,,' n I A\ s o ACSA UTILITY LOT AV_EASEMENT �` INST.#:2o2z00005152 I v / A \ \ ' + p I A� •/ �' A 'I I -I I _ A y �, + °TIE INTO EXISTING'SANITARY�EWER PRIVATE SANITARY �V A� i \ V I I I i - /\ , WITH PROPOSED DOGHOUSE MANHOLE ' >i Y, I. PROPOSED 8"x6"TEE, 6" I I — _ - ` `� ' ____ LATERAL EASEMENT G.V. &COMPLETE FIRE \ \ I LOT _ , INST. #:aou000n976 I --� HYDRANTASSEMBLY \V A I 2 I\ II �IV \� \ �j\� • ' ' ' / > '>' I PRO S�b SANITARY SEWER+�' '✓' ' i + y LOT I III LOT SERVICE LATERAL (TYP.) / /''y �3�+ AC UTILITY I \ \\ \I — I I III 3 II \\ ` \\ LOT ', i, ",/a >i 'y'• �'ivJ„ _ \ J EASEMENT +� > i' INST.#:2o2200005152 MH13 /.+ LOT I II 1 � ' � \ I \ \' PRIVATE SANITARY' +� , ' /� MH-11A ' � I 1[f I \ � \3� � V A I I — � — — �' \ I� LATERAL EASEMENT / / /,I '/ACSA UTIL///I+++TY , I I , I I I \ INST. #:zozz000ug76 '�+'iya 'a 'EASEMENT \ / _ 1 > i 'INST. #:202200005152 Nx > RM LA -- —_ ��3+�� 1 OA 12+0011 15+00 P gUCR D /7�0 16+00 (( _ � 3 _ ppSED gCICRIW� K, — O (P) W/L --- _ LATERAL 17A �T 14+00 / T7 (TYP.) — — I M H 1 �— — + a , a + > , > a a + — 18+00 �- MH-1Aml / , -•° ' +' + ; / / —ram— ° •' , . '.a a + __ ,'�/ + +i i+ ,i iiia iay y+ ++a+ aya'y> +a ' ' ii ' > 70 il' 00 TYPE ABLOW-OFFPROPOSED6 G.V.&6" SELINEOPEN 5+ \ ASSEMBLY TIE INTO EXISTING A LOT ANITARY SEWER (0.12 ACLOT * 15 MH KAPPA SIG I-g II a , y PROPOSED (2) 6"45°BENDS � �i s I.�•I n �V. �� � � � � � �� / / / "{'ii i ++ �++ia+'+i>+'i', a'i' +', i'a+, y+ +++', ''>,. >'>'y ', i+ i','+ il'+i'i�'>' I PROPOSE6"CL.52DIP .,;l a-tSl 5 v • ,'+'. 3 / �r� =� / y+ ,+'i ,. +','> , y ' LOT WATERLINE, TYP. I i'+ +'+',, ' p ; a ', + COUNTY DEFINED / / \_ / / I + + + — — — — — — I F — 0„ 56 d + MANAGED STEEP ' + i>+' a '>+: + ' '+ 'a ' ` e ACSAUTILITY Oi� .>. i', a SLOPES, TYP. EASEMENT s. , ' ',- OPEN ® m a / / / }_- I I ✓), , ' y�,�+�', y'+'y /, I INST.#:z02zoo°0515z— +°..• / \ N LOT SPACE / / OPEN ' 1 I �I 57 d ( �. ®®® �, M \ LOT / / ), ' ' SPACE E+ o f AC) e a �+ PROPOSED 8" CL. 52 DIP 3 i6 Y s ��' WATERLINE, TYP. w 0 LOT MH2 VARIABLE ACSA n BOUNDARY, a.. yiPROJECTi ° TILITY EASEMENT a / , LOT 4 58 a _ / \ \INST. #:zo2z0001385o TYP. LOT V O PROPOSED 8" / \ N �', i+ 2 I , zz.5°W/LBEND \ / / \ \ 3I i'iii,i'i' ,`Q-O C. ' 5 53 LOT / s / O`J QJ L (P)SAN. y1.l �Z J PROPOSED 8"x6"TEE, 6"LATERAL 59 o ' , ' y G.V. &COMPLETE FIRE �_ / � (TYP.) ; - YDRANT ASSEMBLY r il �x �, �\ '>' . + i \ \ v \ / LOT PROPOSED Wx8"CROSS,—: '�i', 3"x6"REDUCER, (1)6COW BRANCH STAM G.V. AND (2) 8" G.V. %♦ +' a a ,/ 45 ✓ BEND /\ y e w w wow % P ppi385° w oy10 / \/ 10o WP0 11 y 51.#'Z 18�BUFFER, TYPi es'o \ b / ',+ACSA SANITARY L T M H 5 v/ O y y > , > / "� /� a , a 'a {{ SEWER EASEMENT>� ',�+��,�• +','y 16+00 3 v 1 / 0' , I'+ DB. 3179, PG.gO LOT ACSA UTILITY EASEMENT + ' � y+'ai' 20 `b / '+', , y ----__ __ _7 I ; — \ •,P' ob +° / 200 5 5 7J + -- -- -- — — - \ \ LOT + / /-,, INST. #:2oz o0 1 2 +i' 21 / ' �i'>' 'ice+a'yl.> -- I w \\21 EXISTING SANITARY +', 'yi+ SEWER, TYP. 'ate ,#4 f +'> LOT MH4 LOT (P)wL / I I I I I I t /' ' + + ,' 29 28 LOT LATERAL'+y' �+ ' ',+' LOT LOT C (TYP.) PR POSED8"CL 52 DIP ; (P)SAN. LOT LOT LOT 2 23 22 WATERLINE, TYP. rLATERAL �7 26 25 4 1 �— --- I —_--JI zUNITS I I I ACSAUTILITY I I I� .. N z UNITS z UNITS z UNITS z UITS EASEMENT —INST. #:202200005152— ® I >> > > EXMAIN UN NOTE:ONNECTION CANNOT BE ESTABLISHED ON THE UNTIL THE AVINITY ESTATES EASEMENT IS RECORDED. ' , �a ,d , > > , , > > > > , > > y > , > > ' , > — > EXISTING > ' > UTILITY PLAN APPROVED UNDER SUB2021-00179: GALAXIE FARM ROAD AND UTILITY PLAN. UTILITIES CURRENTLY UNDER CONSTRUCTION GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 ;COTTER. 05LLINS'Z Lie. No. 035791 ,'�, 1/20/23 `471 Z - g w f Z H V�crz LL` L Z J i O z 0 , F�1 Ln m I f W= f U) f fY ' > zLu �k Lu Z� z M Q yM I..L V LiJ CD oC C] W" 06 Z w � � z Q J L9 z z Q i--iLL J_ W" ulLL ZW w fit _ X i vJ ' Q J � (D 00 N u w Lu w d 1n JOB NO. 202194 SCALE 1" = 30' SHEET NO. 5 Pipe No. Size inches Easement Width Required feet Easement Width Provided feet 1 36 29.8 30 3 30 29.1 30 5 30 23.9 25 7 30 22.9 23 9 30 21.3 22 15 24 24.2 25 17 24 21.2 22 19 15 15.7 20 22A 24 15.8 20 21 15 15.7 20 23 24 21.4 Within SWM Esmt. 25 24 24.2 25 27 18 31.1 32 39 15 20.5 21 43 18 17.9 20 SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB PER 1,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENTtu ' + // E ING WAL 504 TVV�\. S 8 BG 498 BW : ' + CO-c,F / io' PRIV TE TORM NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. L4INGWAL 498 BW - \ / !��ZpCOLOR: BLUE RIDGE 498BG , ' RAINA E E SE NT 502 TW 496 BW ST. /#, 2oz20o0 1976i8"YARDDRAIN 496 BG 49 /NOTE: WALLS o" AND HIGHER SHALL REQUIRE A HANDRAIL 10' PRIVATE STORM 494 BW 3 TOP499.75 DRAINAGE EASEMENT \ YD-4EINV.=49E.25 \/OINS'Z INST. #:202200011976 \ \ k ' / COUNTY DEFINE 500TW YD-4g \/ \ U Lic. No. 035791,a 495 BG L - \ PRESERVED STEEP 1�20�23 PRIVATE WALL 494 BW / -"\ I I II - 1 \ / \ \ ;� SLOPES, TYP / .,off.�� EASEMENT CO-J INST. #:z0zz000ug76 - YD- I _IF e" C.O. 500 Tw 4 'A' \ 11 1 LOT _vx i a s TOP=501.33 i 495 B � INv.=49sas., -494 BW \\� \ \ 1 1 YD 4D \ .\., I VVALL A - � . 9 � � � \ S \ I STA. 0+00 P YD-4 \.. L� �I II GAR=492.33 // LOT AA \ 500 TW\ PLL ' \ \ GAR=492 FFE-494.33 I - /,; < 499 BG ��� v=� $ FFE=494.4.42 \ I / A CO -LC - GAR=492.33 / > , YD- A \ �i \FFE=.33 PROPOSED 18" YARD \ 4 \ \�� -' I ' DRAIN I 49 \ \ INLET, TYP. \ \ „e - \ 49062 / �/ \+. E LOT / CEO., NGAR=492.50 FS \ 9 FFE=494 50 \� PUBLICST RM LOT V A // p\�S7 / 4 4 ./ /`T ,��' , �� z A5EMENT \ 10 GAR�19250 ��' \ V •V A� �/ P '� .j - „5' fv�N. H RI NTAL SE ARA ION REO IR D BETN/EE + c T. #:2ozz�oo 6 FFE 494 50 \ �� , w 9A \ - 42g - ACSA UTILITIES& STORM SEWER, AS SHOWN. TYPICAL. ' ' z F LOT GAR-a91.9z \ - �� / � OT / A' ' + / + z m FFE=493.92 ' +/+'i',+',i•+ F- J - \ i-- - � --- / '^ i + ' PROJECT � o. Q .\ - - _... 491.13 ... \� fx GAA=491.9 I�+.+,+ y /,+'++ BOUNDARY, �" , Y i, si f \�� �'\� V \ ++��'+ '+', TYP. U ii l [F2A /�\\ Lu 43� IEEE=493 92 '// ' 07 3$g i \ \�491' 491.1 7F 2.. p 1 \ .'BSMT=3.75 \ /I '+/++i'+ (((JJJ j +, Q ` 4.2% ++' / ' z GAR 493.33'�,I 495 o A P a 12+00 \ G` \ q0 / /!' ,+'+'WP ii+ i' 'i'ii'+' +'� i. / O O }493.67 i � / ' �' I I 1��490.1 s G' /' +�',' BU FE6, YP. i+ �� m i LOT - A \ 1 z+7o 9429 / �, ' ''++i'+' ,i' i'i j', > > 12 J A� ° 4 yyto0�w w w'q COURT ' /, �1 V/ C L-- w Y + , I - f D. - -� i' '( '��+ Q R A' + I / °s •� +'�OWB�H'ST+EY�,'i+' I 3 ' � c R -I II \ 3 w W 5 (49' Pue Ic RlW> ��+'j' '' '/� ,�c�'' / �"+' - / 220 01197 �' + z < W /'+ /41 w ROPOStD \I' I I 4:L0.9 90yj' PROpostp SEGME � D' 1a' PRIVATE STORM I 1 VI-- LOT \ \ \\` \ \ - - - - I -I-4� \ / w' RETAINING @L„ + ', 'Z + ✓J 3 '� ' ' , ' CONTRACTOR SHALL EXTEND EXISTING DRAINAGE EASEMENT 1 1 I %\\ \ N '1 \ \ I / II I I m �� •ice / - 'DIAMOND'PRO' ' /CCULV5RTSSi1AL'LBE i'+��'i , ,ice" CULVERT BENEATH RTE. 20 WITH PROPOSED'i 7 I'� I 3 '3 R=491.00 .5 A89 / -' �l \ GAR=491.83, I - �\ \., � ` , C 'OR:'BLUE'RI -� `7COUN R5UNK ' � + ' WIDENING. SEE PROFILE ON SHEET 21 FOR INST. #:20220001196 I I \ I 3]\ ° /// Tj� , \ V A 1 II I II - �- ��,�'�MINiME '�a' �' + ' DETAILS OF THE CULVERT EXTENSION.' LOT , , GA�=491.0 I I A ,/� / ' �- c - + ' - ,�/ ', ' / _ GAR-492.67 FE-493. 0 ' ' WALL \ rr + FFE=491.00 OT \\ \ 1.- I - \ R -J' / 'Y ,+i-'f��+ ' ' / N N - _ -• e- \ I 1 t\\ \1 I �FFE•�494.67 LOT I SMT=4 .83 1 STA. p 4 Y i�xV7 , ''{', "a 3 ' i {; i + // n o YD1D _ -_ _ - - \pp I I BSMT=484. 0 \ L 47s T �, ' '' ' ', ' , ('+ / N R=489.67I�I 6.5% 4S$.1 \. \\� \ - ',I I II 3 \ !} \ %''475 B ' FF•-49000 11 3 �\ :3f? \� 'I I 1o'PRIVATESTORM DRAIN INLET, TYP. \ I I -' \ � / i--_-�--� I DRAINAGE EASEMENT \ I I \ �-� INST. #:2oa00011976 \ / \ PROPOSED DRAINAGE / r i \ , \ 1!} \ 6A - Ez)PROPOSED 48"RC i+ii ,ii^� PROPOSED is" Lvn\T t4 ly` 3 I � SYSTEM, TYP. V�/ALL 6 = STA. O+ 0 o VDOT �{ 3 \� ' 1o'PRIVATE STORM � Z PROPp�O$E6 � q _ DRAINAGE EASEMENT PR ROSED VD EW-i STD.CD- 15+00 pUBTH tCR6Nl -- ilt alfo `J ti INST. #:2022o0013850 � - ROADBED VD 16+00. / 18A STD. CD-i 4J0 M Z 18C\ 35 �PROPOSEDVDOT -� STD. CD-2 �� � � � ; u'✓ _ - -.. i j % / (/' OPOSED VDOT 1g+O}�,r�n _ - - 4 STD. CD-z - -_- 66 19 \ PROPOSED CD-2D0 22A. \68 �b �0' Fib ' � '• _ , / � (z)-PROP(SED 60" RC,P GAR=487. /1-��7 ,C VERTS - PR0S0 DVDO / 1 ATE STORM / w� LOT ' FFE=489.00 ' ' , - ' J,7RA1 AGE EASEMENT YD-5g 2.7% IGAR-49am `; / \ 3 -t-__ �--� BSMT=478.83 / / ,+' - - . r / / ` ' PROPOSED VDOT STD.EW-7 RF A + , ' , PROPOS D P - / INST 4:202200013850 \ I - 54 \�� 4s 92 LOT / ALL -ST /, A AGE FFE=491.O1S o f H ELg , ' , f l ' ', 72 - , ' EASEMENT PROPOSED VDOT STD. ;. , - , •, , w� ®� OUNTY DEFT E M. �l� a 15 / ' 7�Z.b7 BG', �, ' ',�,�, i' -CULV LBE -,I " , ' a,. LOT m /----- b 5 / ' 470 BW �, + ' +' , COUNTERSUNKA ` --- PUBLIC STORM DRAINAGE ' GAR-49R. G.. ED 12" TYP. 33. "" /� - / ' vJ ' p,', , ' ', ' MINIMUM OF 6" / i{+{' CULVERTS SHALL BEi / DRAIN INLET - 55 d p & WALL MAINTENANCE + ,472.67iW, FFE=491.00 O CL A O TY�J i+i', COUNTERSUNKA \ EASEMENT / y 468. 7 BG ' , ' +• % \, i' ��� ' ' ' ' ' ' {' COW BRANCH STREAM MINIMUM OF 6" �J H TYP VARIABLE LI / r �42 I ng2000138 ' ' '�, / , STORM DRAIN s .� m LOT + PRO 8 HDPE YARD - 3 ao - �* / / W�•LL F -STA. 0+ 0" ' ' ' i' +' + i , EASEMENT \ I �-- IGAR-4 67 a - ,47P.67 T - - / ' ,;. � ��. ' 4 � . 3' 7 - C dl b dI 3 5 FFE=R910� 5 0 / - zz PUBLIC STORM T 6 jt fs GE 32 1 as ; /%� 447.667 BG PROPOSED'SE WALLTEQ + �' �+ ` \ ' ' ''+'+'' I _ s 'j �� DRAINAGE -np 3/ / / j....... �y. l 70. 7�8Y� a RETAINING WA4L,' + r'� ' ,+ w LOT , \' 1] \ EASEMENT --� '6 / \ DIAMOND PRO,,i•+y . i , J' wm , 40 ^�.:' , COLOR UE ' ' a, , , ♦ is / INTERMITT ST EAM IGAR=49 67 1 INST. #: zozz000ug 6 ® ,4 R + \ i.,,, . + I 6t1 � o �- Q � e ➢ ➢ .... \ GAR=487. 0 LOT � , FFE=491`?0� 5] a , _ _ y 31 0 i:. ii + i , , , �r PROPOSED I2"HDPE ROOF/ . \ FFE 48 .00 / / 3 O E VpOT BSMT'478.83 16 / '✓ ' + ' ' + �i y , ,f / + 'i : FOUNDATION DRAIN PROPOSED 12' _ H o ; P LOT \ SYSTEM w/ 1o' PRIVATE 3 •' STDSCD- - ' ' \ ° " i i 0 I i' /� CLEANOUT, YP. F.. >.. o 2.y% DRAINAGE EASEMENT _ O > • , \ ' / - 0 t IGAR=49j67 ¢ ' / ROPOS/ED VDOT /+ i , ,i' +i + FFE=491`.0B 5$ d I INST.#:2ozz00o13850 \ m LOT >_. a o 1 i 2. STD.CD-z / ��r _._ LOT , 1 ' - , 9 4 6.. / / ' ' DRAINAGE i Q- 52 - -/ N ,n a .' 'i PROPOSED IB"YAYD // / /� / �\ \ '. ,.- i , , . .PROPOSED RIPRAP LIN O', i'�� ,�ASIfYENf 53 Z - DRA N INLET, T /� \ l OUTFACE TO EXTEND O 1NST. #:sozzo0oi GA 49530 2 % LOT - 1 / 0 ? O'PUBLI O \ b 2 i+ ii+ / H .. '. 1� / 3 � ii i GA )5 0,', J GAR=49, b7 g '� 1 � DRAINAGE\ii+i+,+'+ OQ- F E 497.30 ' i i _ --... =49540 59 a 1 >, + ' �- , , , . , ' , , • , ' ', ' J , FEE- 9100 YD + EASEMENT 2 Q u �t O + ' P OPOSEDY T,sTD. S1 O / INST. #.zozz000l 8 o � C9 1 \ 3 5 '�• � PROPOSED a.7e. \ \ / GAR=485.33 / s ' I � '' ' +'i' + I•. -- P S DVD67% 1 // \� FFE=485.67 LOT ; i ,i' '; + ;� / / 1 3 \ \ \ 1P,UBL14 494.35 '. - - Y*� ���- - / S. -z / /, ' � .o \ � \ CcARIABLE PUBLIC' / ���i�tii �/ �\ � '+ � Ep EM,ENT , _ 492.45 r�S5�' 49 / 16 /, �� \ TOE DRAINAGE % /\\ i� i �' INST. :3oz700013650', ;�' EASEMENTTT i'' :zozz000_85 / / ,�, ,./ ii� , TRgI; 27 (10 >. ,p;/' , �v 4 FFENCEON w_L.__ e w I w �. \ / W 85.1Y G �� LOT \ � \ /.�ij� �y � 'ALL S A; 1+g5 01 17+00 / 5 / % 98 ,``, e`�� V/ i��� tj:y 46A+o / ry 483 B 75 B 9 494. 6.0�. CO i �%' PROP SED SEG ENTED• i 492.3 i LOT `�� e� ` / ��\\��� �� ;�' � RETAININGWALU, DIAMOND - Off\. 83 T COLOR: BLUE BIj)GE' i , 475E \ f 1 1i/ ' 77 , %� GAR=494.83 FF�=495.17 GI' AR=492.83 w . ° 48967 8 6 4688 \ \' �0 �/ ��/ i • ' +3' 'i,�` i I FFE=493.17 � �',+i, J -•;..5 ORM DRAIN GE _ `_\ 1 + ,,+I,i'+i'+',+'''+'i+i +. 1 c LOT LOT an EASEMENT z5 2$ INS". #:2022000i sSoLOT LOT r ,\ LOT vLOT LOT LOT �� �2z' 2 _ ---2LF GAR=495.67 2 2� 5 FFE=496.33 \ ] - FFE 485.77i',+'i',+'i'>+'i',+'i FFE-496.33 _ PROPOSED VDOT - BSMT-486.43 FFE-496.33 STD. CDFz FFE=497.0 FFE=497.0 BSMT-486.43 BSMT=486.43 \ - I BSMT=487.1 BSMT 487.1 1UNIT5 2UNIT5+•i P S DVDOT STD. ES-1 L_ W zUNITS 80 31N Ts- .- SWMiF;ACILI`4.i SEE WPb' R T ,iN+i' DETAILS . / ' � / + ' +i' i 3oz000037 AMENDMENT #2 + , + ' ' R / 24 860+00 4M 1+00 4 1+JS 6.�T.. ', , COW BRANCH STREAM �. ' .z - + ' ��'�• E. BENEATH PRIVATE ACCES ROP SED DOT PROPOSE nVR OT STD. ESa 23'PUBLI -STORM WALL -STA. +00 483 TVV +, , , •i'i +i 3 ' ,i'+ SS © / �AS€PA€� S`Jp - hPO. 1Jn PRC1POS€D8 HDR, Ro F�. j. BG, 475 BW NT ,°�..n^^�^^I^ir-TIOA� P ION�RAI 477BG -INST-#:za2-ze 488 s-_435-BW RdST. 01385o LOCATED WITHIN PRIV TE -- +- GRADING & DRAINAGE PLAN APPROVED UNDER SUB202i-00i79: GALAXIE FARM ROAD AND UTILITY PLAN. DRAINAGE INFRASTRUCTURE AND UTILITIES CURRENTLY UNDER CONSTRUCTION GRAPHIC SCALE \ ... ..,... 7 1 inch = 30 ft. C,T Q d.. W N LL W� N z 06 Q ZW � Lu a (~� (7 V / 0 E J Q � z o z ~� U � � W QD � � z Q ul ul) LLLL W w H� H Q J W Q J O 0 u Lu w w a U) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 6 ROAD SECTIONS APPROVED UNDER SUB2021-00179 GALAXIE FARM SUBDIVISION ROAD PLANS OL (PUNT DP P/A FINISHED GRADE) ..............■...■.............■■...n...■■■I I■■■■■■■■■■■O■■uk■■■■■■■■■■■■■■■■■■■■■O■■��■■■■■■■■OI1....■...■ I E LSTRIP) OR F PUNTI (TRAVEL 5' TYPICAL STREET SECTION R W 0I PUBLIC ROAI> R/ff' (CALAXIE F-4" LANE - STA. 10f00 TO 14f10) 25 MPH DESIGN SPEED (SCALE' c (PUNT OF FINISHED GRADE) 1/4": 1' 1/4": 1' 2.5 6 (COTS 4 10' 10' J.NPNG CURB (SINE STRIP) @ LANE) (TRAVEL LANE) (TRAVEL LANE) fcuTTER) F/C 2F/C 7 R/W R/W NO ON -STREET TYPICAL STREET SECTION- 5�2' PUBLIC ROAD R/fY PARKING ALONG (GALAXIE FARff LANE - STA. 15f41 TO 16f48) ROADWAY 25 MPH DESIGN SPEED (SCALE /' 5 C (PUNT OF FINISHED GRADE) 1 L41 1/4": 1' 1 /4_:1' zC- zs 5' 6' 6' 4' 4' OG-8 (CC-6 ( ( 10' 10' YCREIE (PLANRxG CURB CN-SINGS (aME (DME CURB :WAIN) STRIP) �� y �PARKING)T�� LANE)(TRAVEL LANE) 38 (TRAVEL LANE) LANE) � d, R)I UTTER) F/ 63' TYPICAL STREET SECTION RiW 63' PUBLIC ROAD R/)F (CALAXIE FARff LANE - STA. 16f48 TO 167L91) 25 MPH DESIGN SPEED (SCALE' 1"=5% Gil (Pawl R/w FINISHED GRADE)F) 1/4":I' NO ON -STREET PARKING ALONG ROADWAY NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS. 'NO PARKING' SIGNS SHALL BE PLACED EVERY 150' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS SHOWN ON THE PLAN LAYOUT SHEETS. ON -STREET PARKING WILL NOT BE STRIPED ALONG THE ROADWAYS. 2.5 4 (CG-6 6' (BIKE CURB (PLANPNG LANE) do STRIP) cuT R 4":1' 5' a 1/4": 1' 5' Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base In a Sub -base h a ADT Gala*Faun Lane 523 2 543 4 4 12.63 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 Marie Curie Court 104 2 124 4 4 7.49 SM-9.5 1.5 1.67 BM-25 1 1.67 21A 8 0.6 Mary Jackson Court 391 2 411 4 4 11.66 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 Rubin Vera Place 70 2 90 4 4 6.35 SM-9.5 LS 1.67 BM-25 1 1 1.67 21A 8 0.6 NOTE: P VEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND R0VIRGINIA AND MUST BE BASED ON S\� IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. IPNE OPEN LOT LzT as n T r I___ I --L__ I --I___ x-�__ x-�__ _r -L a RT Is / -- \ oT BT ___ LOL `58 _ 05 y6 LOT LOT _ 5" - rt��-L1 - LOT MARYJAUCSDN CONT-Lz vURLIC)Rw LDT ---� `ST - -1 `5, -� L� LOT __� Lo< -- • ,TT --) 5. 1 Lm LOT LET a. I PROPOSED 1.5" SM-9.5A SURFACE COURSE`_ PROPOSED Y' SMaa.o OVERLAY PROPOSED 4' BM-25or EXISTING PAVEMENT 1' (Ca s 2.5 1' IFOR EE PAVEMENT CHART 5' 6' ip ip 15 6' S' INTERMEDIATE COURSE�y caxcRE (PLABRNG case Cuxe (PIANnrvc coxwETE smEwAlxy STRIP) n (TRAVEL LANE) (TRAVEL LANE) a STRIP) vDEwAlx) PROPOSED 9.5" 21-B COMPACTED DEPTH OF EACH EXISTING STONE SUB-BASE CUTTER) 24 CUTIER)I F%49F/C AGGREGATEBASESECOURSE AVEMENTCOURSE COMPACTED SUBGRADE COMPACTED SUBGRAD R/W-ft/W\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ / TYPICAL STREET SECTION - 49 PUBLIC ROAD R/fY PARKN-STREETONG v�wvvvNOTE: THISISAMINIMUM /16fARY JACA-MV COURT & MARIE CURIE COURT) ROADWAY \ \// \ PAVEMENT DESIGN. H OTOT i v Le. / m SCOTT R. LLINS, `°' o C si i..> Lrc. No. 035791,E - 10/17/22 mARIEcuRIE COURT A V PAEEE G LOTLOT I _�.. q \ I OPEN ar \ n // Z EFATE Lu LOT C , K/ O_ V) a Ln F J / w P?e Lu J / P� O O T 1.4V) m e %f. w U) f 14 ' � � � � ;,- TRIP GENERATION CALCULATIONS �""� TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (zoTH EDITION) z 43 SINGLE FAMILY DETACHED UNITS (CODE 23.0) an, i6 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220) I - ADT: 523 VPD (261 ENTER/ 262 EXIT) - AM PEAK: 39 VPH (io ENTER/ 29 EXIT) - PM PEAK: 52 VPH (32 ENTER/ 20 EXIT) 25 MPH DESJCN SPEED ASPHALT PAVEMENT (SCALE>"=5J ASPHALT PAVING - TAPER ALONG ROUTE 20 SECTION SHALL MATCH THE ASPHALT PAVING - MILL/OVERLAY ALONG ROUTE 20 C% NO SCALE EXISTING PAVEMENT NO SCALE R/w (PUNT DE R/w SECTION ALONG ROUTE ao FINISHED GRADE) 1 /4":1' 1 /4 1 _y PROPOSED 2.5"-2" SM-B.SA PROPOSE SURFACE COURSE`_ SURFAI PROPOSED i'-3" BM-25 20.5" TO 22.5". 2.5 25 INTERMEDIATE COURSE SEE PAVEMENT CHART PROPOI 5 6 I _ _ I _ 10' 10' (cD-c _ I _ 6' 5' 1' PROPOSED ATE z2-A BA'. 1 caxCRETE (P 61 cuxe +jl-`-�DN-�TREe,�T� cuae 'TI�(vwxnxc (coxavETE FOR DEPTH OF EACH sm6wAlx) STRIP) n EARNINGS (TRAVEL LANE) (TRAVEL LANE) n sTRlv7 SIDEWALK) COMPACTED AGGREGATE BAS I cuTTERt 30' DOTTERtI PAVEMENT COURSE _ COURSE COMPACTED F/5S/C COMPACTED SUBGRAD TYPICAL STREET SECTION Riw 55' PUBLIC ROAD R%fY'vv������/iv��vv�/���xw/vwv/wv���/���/iwwwv (,V,4RY JACICSON COURT - STA. 14 1 TO 13f49) 25 MPH DEd7CN SPEEo ASPHALT PAVING - PROPOSED PUBLIC/PRIVATE ROADS (SCALE 1--5) NO SCALE NTR/W (PUNT OF R/w NOTE FINISHED GRADE) 1 /4":1 3, 2.5 R) ip 10 �(cuxe 1• STRIP) (TNAVEL LANE) (TRAVEL LANE) g 22' CUTTER E/P7t/C R/W 7R/W TYPICAL ALLEY SECTION - 97' PRIVATE ROAD (VERA RUBIN PLACE) NO ON -STREET 15 MPH DESECN SPEED PARKING ALONG (SCALE 1' 5) ROADWAY i. BASE COURSE - VDOT #22A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS. 2. INTERMEDIATE BASE COURSE MAY BE A 2" BINDER COURSE - SEE PAVEMENT CHART FOR SPECIFIC ROADS (VARIABLE WIDTH) 4" CONC. NOTE.- 3, 000 PSI AT 28 DAYS, OR STRONGER NK y/ 4" 21-A STONE BASE ALBEMARLE COUNTY CONCRETE SIDEWALK GENERAL CONSTRUCT/ON NOTES FOR STREETS ROAD NOTES GENERAL CONSTRUCTION NOTES NO SCALE 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS WITHIN THE GRADING DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR 1. THE LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICA770NS, THE ROAD & MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTAT70N 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION (296-5832) 48 HOURS IN ADVANCE OF THE START OF SPECIFICAT70NS SHALL GOVERN THE MATERIAL AND CONSTRUCT70N METHODS TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF CONSTRUCTION. OF THIS PROJECT. TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED /N 774E ROADWAY, IT SHALL BE OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE GOVERN. PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST NECESSARY K17H SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. 2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED STANDARDS OF VDOT UNLESS OTHERWISE NOTED. CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT FOR 7NE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE WITH THE TEST RESULTS FOR APPROVAL. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN SHOULDER PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. OR OTHER CONSTRUCTION. THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS DRAINAGE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURUR SE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION RCP K17H A MINIMUM COVER OF ONE (1) FOOT. 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS THE COUNTY ENGINEER, OR DESIGNEE, IT /S DEEMED NECESSARY IN ORDER TO STABILIZE A TIME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. DRAINAGE CHANNEL. AT LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC ENGINEER, OR DESIGNEE, IT /S DEEMED NECESSARY. WHEN GUARDRAIL /N LENGTH AND HAVE A MIN/MUM DIAMETER OF FIFTEEN (15) INCHES AND CONTROL DEVICES. IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY TRANSPORTAT70N SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR SHOULDER MOTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG-9(A, B OR C). POINT DEEMED AS NATURAL WATER COURSE. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. PAVEMENT THAT ARE PROPOSED TO BE STATE MAINTAINED: 7. COMPLIANCE WITH 774E MINIMUM PAVEMENT WIDTH SHOULDER WIDTH 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 7NE AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE I. INSTALLATION OFANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. DETAIL, SHALL BE STRICTLY ADHERED TO. LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL APPROVAL THE PROPOSED METHOD OF CORRECTION. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN 2• SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BEFORE BASE IS PLACED. APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. TESTCOMREPORTS J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE BASE MATERIALS. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH RADA7O MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR Ill PRIOR TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND PLACING AGGREGATE BASE. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING 4. THE Q N75 PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE ORDINANCE AND MANUAL. T THAT T R THE COMPLETION OF THE EVENT THAT THE SURFACE COURSE IS BEGINNING COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES EVENT THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF COURSE IS A LI COURSE IS APPLIED PRIOR TO 60 DAYS 774E PUGMILL REQUIREMENT WILL THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY APPLY. DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 AGGREGATE BASE. MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE 7. PRIME COAT MUST BE APPLIED BASE MATERIAL PRIOR TO PLACEMENT OF INSPECTION. INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 0 ASPHALT (PR/ME COAT RC-250 0.3 GAL./SQ. YD.). TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OFTHE PROFILES. 13.S VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO OR 9, ENCROACHMENT.' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES COUNTY INSPECTIONS THE VIDEO IO CONDUCTED SHALL BE CONDUCTED THAT DO NOT ENHANCE A ROAD WAY'S CAPACITY OR TRAFFIC SAFETY, SHALL viii. FAI LU RE OF TH E CO NTRACTOR TO SCH EDU LE TH ES E I INS P ECTION S WI LL R EQU I R E AD DITIO NAL TESTI NG OF S VIDEO CAMERA INSPECTION PROCEDURE IN ACCORDANCE WITH CAMERA NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. COUNTY TRANSPORTA7ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. MAINTENANCE. ASPHALT PAVING - PROPOSED DRI VEWA YS NO SCALE 2_12 1YAC S-YOWL B ,YACTN S.OUE LE BY TRANSFER:5 REGID 3 ,YACTVI ESACCENBIE BY RAMP: 0 RECI'rO !L AOIIVI TYPE'. a 9�'D 2 3-4" HARDWOOD MULCH OR2"STONE DUST COMPACTED SUBGRAD _ PRIMI TI VE TRAIL WA Y NO SCALE NOTES: D.. THE PEDESTRIAN WALKING TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION TH. a. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL FEATURES. 3. THE TRAIL SHALL BE S'MIN. IN WIDTH WITH A SURFACE OF 3-4" HARDWOOD MULCH OR z" STONE DUST. z" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. TOP 0 CURB 4" NOTE: SEE SITE PLAN FOR UPDATED PLAYGROUND EQUIPMENT CONFIGURATION. PLAYCOVER UMBRELLA 17, STANDARD FABRIC 704672 -T2" R 6" 7" VDOT 8, OR STANDARD Ci E #78 STONE BASE CURB & GUTTER UNDER CURB & NO SCALE CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. GROViI: 5,4 VA OPLAYACRNTIESACCE8B1lE BYTPANBFH2O REOD 0VATED r PLAY ACTryrtIES ACGESISLE BY RAMP: 0 P CUND LEVEL ACTIVITY TYPE: T REOD 0 UND LEVEL GVANTITY: 13REGD 0 14+ 8' BELT SEAT W/CHAINfDECK 8' INCLINED PLAYCOVER UMBRELLA 12', 2840CRAWLTUBE STANDARD FABRIC FRICTION WEAR MAT7048738 714672 32' X 54' BLACK 994187BK L-SLIDE 3.5"ARCH SWING 7049071(3 BAY) 8'BELT SEAT MR0930 WICHAIN 7048135 BONGO JUNGLE 2840 BONGO CLIMBER ONLY PERCH 7147865 C O FRI TI N WEAR MAT 2' VIPPY SEE SAW 32" X 54" BLACK 70(47721 7 EC 8021549 994167BK TWISTED VINE CLIMBER 70486725 TRANSFER POINT CHAMELEON II FS SLIDE 360 DEG 5' BUBBLE 70485139 (5' PLATFORM) TOT SEAT 8' DEC 704875 Q 4666701 WAVE WALKER 2990 5 9 HIPCUMSER STOREFRONT PIROUETTE, RED 714613115 (BELOW DECK) 8027630 7047137E W/RUBBER WEAR MAT LBRELLA R UTWISTER CLIMBER HANDRING GROOVE R 7048485 BRIDGE STANNDARDDARD FABRIC SLIDE 7148645SR 704672 7048385 CHINNING 8AR LUCKY LADY BUG 7148435 SPRING RIDER 960 LyLPY EGD� • �d` 'ves BENCH WRACK V DIAMOND ING `IPEMA MRSG303D BENCH W/BACK0 DIAMOND ING c ERri Fi Eo BENCH WBACK 6' DIAMOND ING MRSG303D MRSG303D PLAYCOVER UMBRELLA I2', ASTM STANDARD FABRIC F11487 • 714672 i ra d e TO i1PLWK4uai cediiicaiiart v 1 Pem ar9 Site Concepts L.L.C. R0098 44825423742 To promote safe and proper equipment use THE PLAY COMPONENTS IDENTIFIED IN THIS by children. Miracle recommends the PLAN ARE IPEMA CERTIFIED. THE USE AND PO Box 235 PHONE NO: (434) 823-2745 installation of either a Miracle safety sign or LAYOUT OF THESE COMPONENTS CONFORM Crozet,VA FAX No: (434) 823-2749 _ COMPLIES TO ASTM/CPSC other appropriate safety signa a near each TO THE REQUIREMENTS OF ASTM F1487. GROUND SPACE: 189'-6"x 460? playsystem's main entry point(gs) to inform parents and supervisors of the age AN ENERGY ABSORBING PROTECTIVE SURFACE PROTECTIVE AREA: 205'-G"x 5T-0" appropriateness of the playsystem and IS REQUIRED UNDER & AROUND ALL PLAY orge DRAWN BY: GeNovey DATE: 9/02/2022 COMPLIES TO ADA general rules for safe play. SYSTEMS 0 z M rn Q J m � I■I■I cv oC W� �( W z LU cn J J LU 0 < O z� z� Q LL_ V / x LU W " I �- C O H DC z Ul a W 1 1 1 W L L [-1 Un Un x` J w J J O O (V IUU W w 3- U=) JOB NO. 202194 SCALE AS SHOWN SHEET NO. 7 Structure Area (Acres) Cw t, (Min.) 24 0.00 0.90 5 26 0.00 0.90 5 28 0.62 0.50 5 30 0.16 0.70 8 32 0.12 0.50 5 34 0.08 0.70 5 36 0.27 0.45 5 36B 0.22 0.45 5 38 0.13 0.45 7 38B 0.05 0.50 5 40 0.19 0.50 5 42 0.02 0.45 5 42B 0.64 0.45 5 44 0.02 0.90 5 44B 0.15 0.65 5 46 0.27 0.45 5 46B 0.31 0.45 5 48 0.26 0.45 5 48B 0.22 0.45 5 50 0.26 0.45 5 50B 0.20 0.45 5 52 0.28 0.50 5 52B 0.30 0.50 5 YDI 6.66 0.20 23 COLA 0.00 0.90 5 YD2 0.36 0.35 10 Structure Area (Acres) Cw to (Mn.) YD3 0.08 0.40 5 YD3A 0.28 0.40 5 YD3B 0.28 0.40 5 YD3C 0.21 0.40 5 YD3D 0.15 0.40 5 YD3E 0.25 0.40 5 YD3F 0.12 0.40 10 YD4 0.10 0.50 6 YD4A 0.06 0.50 6 YD4B 0.06 0.50 6 C04C 0.00 0.90 5 YD4D 0.06 0.50 6 YD4E 0.08 0.50 6 C04F 0.00 0.90 5 C04G 0.00 0.90 5 YD4H 0.08 0.40 8 YD4I 0.19 0.40 7 12 0.62 0.50 6 14 0.28 0.90 5 RF24 0.06 0.90 5 RF44B 0.11 0.90 5 YD-5B 0.42 0.45 6 RF36B 0.04 0.90 5 YDIC 0.07 0.60 5 YDID 0.09 0.60 5 YDIE 1 0.04 1 0.50 1 5 ■ Tc-9 min. 75' OF OLF w/ / N A ELEV.-6' YD-4H \ ..• ' I WALLA- STA. 3.W 06 BG . ' 508 TW 498BG / S9$BW ■6 500BG �l8 � Lie. No. 035791 10/17/22�4 ,�SIONAL Sl � 98 498BW 5 45ws \986 498BG 5 \ I YD-41 #1fiBG Z 494BW / LU as4 YD-4E / - 2 _ 1 5,BW -. LLA- . YD-4A Tc=7 min. / 35' OF OLF w/ A ELEV.-7' pp YD 1 E 1 -, 40 ■ I ; 1 T \ �, ■ ■� -�1 w ♦���w Tc-10 min. \ ■ �I \ �Tak 90 OF CONC. FLOW w/ A ELEV. I15 \ ■ 6E 70' OF OLF w A ELE 4' j YD1 D ■ ��� FOR OFFSITE RUNOFF, AND ■ �� ■ 1 \ \ CONTRIBUTING DRAINAGE AREAS ■ ■ �' TO THE NORTHERN BYPASS I T -L min.-- y 1 3B 41*1� STORM SEWER, SEE 'DRAINAGE 6�' OF CLF - 1 ■ I MAP FOR BYPASS STORM SEWER' Iw/ A ELEV. - YD-46 ♦ / U LL 10 z LU Ice co tx -w �l BUFFERjTYe w CQ T I / N ST EAM � O TOP RAI GE so ` / � N p 4j8 480 TW 474 g4V 76 BG /' ( 1 4� ■ �� �, Te-7-1 min. ��E- YD1C ■ 30' OF CONC. FLOW w/ AXLEV 1 �. 5TA.0«OU 100 of OLF A FLEv 5' � � --■ - - - - � �-� � pNf 14 ♦ son 4P 526B6 ■ ■ � � qw 40 IMF lei _ - - - 508 _- _ _- TA 4130 G __---- • ', M � .� - - �BW ♦ 28 TW 526 TW *�� 512 � 9004 G 504P s2zBG- sz96G 3z4zv,� 3z� - \ -- 520BW 518 BW 518BG 516BG TW 516TW 514 TW 51 .. r 51 G 510BG: 508BG 506BG 5058 S -- S140W - 2�BW SIDB 508 BW 5068W 504 MoK5 ,p�� -\ � ■ \. � WALL[-SJ _ - __- wLLFZ6A. i� �, �• -SFA.O 0 / \ .J _ MM 5' F0Fw/ A LEV. % .IZ / w W YD-3D a !, ^ / 4 W �� \ IN -36 YD-3 YD-3. - 3 E- i �� �. / INTERMITTENT o �/ _ - --- - t / / TERM LL I �_ J ;- _ - -�_ 3 t _ 3 } _ - 1�. / / �� STREAM s ,��' CIA - " 06 STREAM z W ° W 52E W 446 - w.. SON QURT - 3LTWWWWWW tK- ARYJAYD-1 -T- C/] -� � 3B �J / i l h �I � 58 / LU 75 Br 5 z Ilpp � _ 11 Lj-- Z�--- 1�7F7,� 1� ��R sROOF OPD AINA E 0 J f I I � J9 i - 484 a86Bw ig- + �1 +00- +I75 I WALL E- "i - - WALL 5TA.000 Uli LL , I^ 5 9 S ITA 10_1`)(1 7 Z� G C p l C0-1 \ �- M 9 M �- M w 49oi ' a9oe - s S i� ash_ - �S S S O /// /� ^/</ WLU -090 _ 484 Bw , - --j 1 � M 'IY+_ \IVf IV,I � _aa8kA M / / \ 1:4 M ��AAAA FOR OFF ITE RUNOFF, AND- - CONTI TING DRAWAGE R� TO­TffE SOUTHERN BYPASS 4 ST-Q�M SEWER, SEE'DRAINAGE MAP FOR BYPASS -STORM SEWER' � o fV -- / DRAINAGE PLAN APPROVED UNDER SUB2021-00179: GALAXIE FARM ROAD AND UTILITY PLAN. DRAINAGE INFRASTRUCTURE AND G Lu UTILITIES CURRENTLY UNDER CONSTRUCTION 0 Lij i A O JOB NO. f_ GRAPHIC SCALE 202194 \ / in / / / / SCALE // 59 9 zs 59 99 - z90 / 111 = 50' SHEET NO. � � \ � � � � � � � � � •' /( / �� / / � � ( IN FEET ) I inch = 50 ft. 8 --------------- PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe T rn TE N 2 v W 2 9 9 C N W m E m c E w 'S E c o Y E m m o c % E ¢ Q U U U 1 - U 5 v ^ U N C m c c o �p @@ E 45 a m L = m m E w o > E ° 2 rq O LL > LL K Pipe run: Sir. 52B-SWM Facility 52B 52 0.30 0.50 0.150 0.150 5.00 6.67 1.00 1.00 512.25 512.11 27.8 0.01 0.0050 15 4.95 3.13 0.15 52 50B 0.28 0.50 0.140 0.290 5.15 6.62 0.93 1.92 512.01 501.00 147.8 0.01 0.0745 15 19.10 9.85 0.25 50B 50 0.20 0.45 0.090 0,380 5.40 6.54 0.59 2.49 500.90 500.76 27.8 0.01 0,0050 15 4.95 4.03 0.12 50 48 0.26 0.45 0.117 0.497 5.51 6.50 0.76 3.23 600.66 492.75 159.3 0.01 0.0496 15 15.59 9.86 0.27 48 468 0.26 0.45 0.117 1.261 15.09 4.53 0.53 5.72 490.97 485.50 189.3 0.01 0.0289 15 11.90 9.52 0.33 46B 46 0.31 0.45 0A40 1.590 15.42 4.49 0.63 7.14 484.40 484A9 28.4 0.01 0.0075 18 9.86 6.07 0.08 46 44 0.27 0.45 0.122 1,711 15.50 4.48 0.54 1 7.66 483.17 481.42 68.4 1 0.01 0.0256 18 18.21 9.83 0.12 44 26 0.02 0.90 0.018 2,042 15.62 4.46 0.08 9.11 480.45 477.50 130.9 1 0.01 0,0225 18 17.07 1 9.74 0.22 26 24 0.00 0.90 0.000 3.726 15.84 4.44 0.00 16.52 472.27 470.60 100.7 0.01 0.0166 24 31.58 10.13 0.17 24 SWM 0.00 0.90 0.000 3.726 16.01 4.41 0.00 16.52 470.50 470.25 20.8 0.01 0.0121 24 26.96 8.98 0.D4 Pipe run: Sir. 48B - Sir. 48 48B 1 48 0.22 0.45 0.099 0.099 5.00 6.67 0.66 0.66 491.86 491.72 27.9 0.01 0.0050 15 4.95 2.76 0.17 Pipe nun: Sir. 44B - Sir. 44 44B 1 44 0.15 0.65 0.098 0.313 7.25 6.00 0.59 1.88 482.00 481.55 27.9 0.01 0.0162 15 8.91 5.74 0.08 Pipe nm: Sir. 42B - Sir. 26 42B 42 0.64 0.45 0.288 0.390 8.71 5.65 1.63 2.20 483.83 482.93 144.6 0.01 0.0062 15 5.51 4.20 0.57 42 40 0.02 0.45 0.009 0.509 9.28 5.52 0.05 2.81 482.83 482.27 90.5 0.01 0.0062 15 5.51 4.49 0.34 40 388 0.19 0.50 0.095 0.604 9.62 5.45 0.52 3.29 482.17 481.93 35A 0.01 0.0068 15 5.77 4.85 0.12 38B 38 0.05 0.50 0.025 0.705 9.74 5.42 0.14 3.82 481.83 481.60 29.0 0.01 0.0079 15 6.22 5.30 0.09 38 36 0.13 0.45 0.059 0.764 9.83 5.41 0.32 4.13 481.50 480.50 109.5 0.01 0.0091 15 6.68 5.69 0.32 36 34 0.27 0.45 0.122 1.020 10.15 5.34 0.65 5.45 480.08 479AS 99.5 0.01 0.0063 18 9.03 5.35 0.31 34 32 0.08 0.70 0.056 1.076 10.46 5.28 0.30 5.68 479.35 479.02 59.1 0.01 0.0056 18 8.52 5.14 0.19 32 30 0.12 0.50 0.060 1,136 10.65 5.24 0.31 5.96 478.92 478.50 30.6 1 0.01 0,0137 18 13.32 7.27 0.07 30 28 0.16 0.70 0.112 1.374 10.72 5.23 0.59 7,19 477.50 477.31 27.8 0.01 0.0067 18 9.31 5.79 0.08 28 26 0.62 0.50 0.310 1 1.684 1 10.00 1 5.27 1 1.62 8.78 1 476.25 1 473.511 1 107.9 0.07 1 0.0247 1 18 1 17.88 10.03 1 0.18 Pipe run: Sir. 36B - Sir. 36 36B 1 36 0.22 0.45 0.099 0.135 5.61 6.47 0.64 0.87 480.41 480.20 28.1 0.01 0.0075 15 6.06 3.46 0.14 Pipe run: Sir. 14 - Out 14 1 12 0.28 0.90 0.252 0.252 5.00 6.67 1.68 1.68 463.86 463.00 35.7 0.01 0.0241 15 10.03 5.98 0.10 12 1 OUT 0.62 1 0.50 0.310 0.562 6.00 6.35 1.97 3.57 457.83 457.10 20.6 0.01 0.0355 15 12.17 8.60 0.04 Pipe run: Yard Drain #1 - Out YD1 C01A 6.66 0.20 1.332 1.332 23.D0 3.70 4.93 4.93 514.50 511A0 149.7 0.01 0.0227 24 36.92 8.04 0.31 C01A Ottr 0.00 0.90 0.000 1,332 23.31 3.67 0.00 4.93 511.00 496.00 130.6 0.01 0.1149 24 83.07 14.22 1 0.15 Pipe run: Yard Drain #2 - Sir. 30 YD2 30 1 0.36 0.35 0.126 0.126 10.00 5.37 0.68 0.68 480.75 480.00 42.0 0.01 0.0179 8 1.75 4.68 0.15 Pipe run: Yard Drain # 3F - Str. 48 YD3F YD3E 0.12 0.40 0.048 0.048 10.00 5.37 0.26 0.26 522.33 520.83 58.1 0.01 0.0258 12 6.20 3.74 0.26 YD3E YD3D 0.25 0.40 0.100 0.148 10.26 5.32 0.53 0.79 520.83 517.25 720.3 0.01 0.0050 12 2.72 2.96 4.05 YD3D YD3C 0.15 0.40 0.060 0.208 14.31 4.64 0.28 0.97 517.25 513.D0 45.0 0.01 0.0945 12 11.86 9.01 0.08 YD3C YD313 0.21 0.40 0.084 0.292 14.39 4.63 0.39 1.35 513.00 505.25 125.0 0.01 0.0620 12 9.61 8.57 0.24 YD313 YD3A 0.28 0.40 0.112 0.404 14.64 4.60 0.51 1.86 505.25 499.33 90.2 0.01 0.0656 12 9.89 9.59 0.16 YD3A YD3 0.28 0.40 0.112 0.516 14.79 4.57 0.51 2.36 499.33 497.00 47.5 0.01 0.0491 12 8.55 9.18 0.09 YD3 48 0.08 0.40 0.032 0.548 14.88 4.56 0.15 1 2.50 1 497.00 494.25 98.0 1 0.01 1 0.0281 12 6.47 1 7.69 0.21 Pipe run: Yard Drain #4A - Str. 42 YD4A YD4 0.06 0.50 0.030 0,030 6.00 6.35 1 0.19 1 0.19 1 489.25 488.75 52.0 1 0.01 0.0096 1 12 3.78 2.49 0.35 YD4 42 0.10 0.50 0.050 0.110 6.35 6.25 1 0.31 0.69 1 488.75 486.00 94.2 1 0.01 0.0292 1 12 6.60 5.32 0.30 Pipe run: Yard Drain Me -Yard Drain #4 YD4B YD4 1 0.06 0.50 0.030 0.030 6.00 6.35 0.19 0.19 489.25 488.75 52.0 0.01 0.0096 12 3.78 2.49 0.35 Pipe run: Yard Drain #4E - Str. 42B YD4E YD4D 1 0.08 0.50 0.040 0.040 6.00 6.35 0.25 0.25 489.67 489.00 30.9 0.01 0.0217 12 5.69 3.59 0.14 YD4D C04C 0.06 0.50 0.030 0.102 8.41 5.72 0.17 0.58 489.00 487.75 53.9 0.01 0.0232 12 5.88 4.74 0.19 C04C 42B 0.00 0.90 0.000 0.102 8.59 5.67 0.00 0.58 487.75 485.50 42.1 0.01 0.0534 12 8.92 6.34 0.11 Pipe run: Yard Drain #4H -Yard Drain #4D YD4H C04G 1 0.08 1 0.40 0.032 0.032 8.00 5.81 0.19 1 0.19 495.75 487.00 60.6 1 0.01 0.1445 12 1 14.67 1 5.97 0.17 C04G C04F 0.00 0.90 0.000 0.032 8.17 5.77 0.00 0.19 496.00 495.50 28.6 0.01 0.0175 12 5.10 3.07 0.16 C04F YD4D 0.00 0.90 0.000 0.032 8.32 5.74 0.00 0.19 495.50 489.00 33.5 0.01 0.1941 12 17.01 6.92 0.08 Pipe nm: Yard Drain #5B - Str. 46B YD-5B RF6A 0.42 0.45 0.189 0.189 6.00 6.35 7.20 1.20 487.99 487.76 45.4 0.01 0.0050 12 2.73 3.35 0.23 RF6A RF6 0.00 0.90 0.000 0.189 6.23 6.28 0.00 1.20 487.76 487.40 71.3 0.01 0.0050 12 2.73 3.35 0.35 RF6 46B 0.00 0.90 0.000 0.189 6.58 6.18 0.00 1.20 487.40 487.25 29.8 0.01 0.0050 12 2.73 3.35 0.15 Pipe run: Yard Drain #1E - Str. 44B YD7E YD1D 0.04 0.50 0.020 0.020 5.00 6.67 0.13 0.13 489.75 486.75 99.4 0.01 0.0302 12 6.71 3.20 0.52 YD1D YD1C 0.09 0.60 0.054 0.074 5.52 6.50 0.35 0.48 486.75 485.41 47.9 0.01 0.0280 12 6.46 4.75 0.17 YD1C RF7B 0.07 0.60 0.042 0.116 5.68 6.45 0.27 0.75 485.41 485.07 68.3 0.01 0.0050 12 2.73 2.93 0.39 RF113 RF7A 0.00 0.90 0.000 0.116 6.07 6.33 0.00 0.75 485.07 484.87 40.5 0.01 0.0050 12 2.73 2.93 0.23 RF1A RF1 0.00 0.90 0.000 0,116 6.30 6.26 0.00 0.75 484.87 484.33 107.7 0.01 0.0050 12 2.73 2.93 0.61 RF1 44B 0.06 0.90 0.054 0.170 6.92 6.09 0.33 1.04 484.33 484.131 64.8 0.01 0.0050 12 2.73 3.21 0.34 Pipe run: Yard Drain #4A - Str. 36B RF4A RF4 0.02 0.90 0.018 0.018 5.00 6.67 0.12 0.12 488.00 486.00 95.3 0.01 0.0210 8 1.90 3.03 0.52 RF4 36B 0.02 1 0.90 0.018 0.036 5.52 6.50 0.12 1 0.23 486.00 484.00 29.4 0.01 0,0679 8 1 3.41 1 5.45 0.09 Pipe nun: Yard Drain #5A - Str. 44B RF5A RF5 0.05 0.90 0.045 0.045 5.00 6.67 0.30 0.30 484.60 484.08 103.9 0.01 0.0050 8 0.93 2.36 0.73 RF5 44B 0.00 0.90 0.000 0.045 5.73 6.43 0.00 0.30 484.08 483.50 37.0 0.01 0.0157 8 1.64 3.51 0.18 Pipe run: Yard Drain #41 - Str. 38B YD41 CO-J 1 0.19 0.40 0.076 1 0.076 7.00 6.07 0.46 0.46 498.25 495.75 77.0 1 0.01 0.0325 1 8 2.36 5.15 0.25 CO-J 3813 1 0.00 0.90 0.000 1 0.076 7.25 6.00 0.00 0.46 495.75 487.00 75.0 1 0.01 0.1167 1 8 4.47 8.11 0.15 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Manninas Coefficient. n is 0.013 SC0TTIR. LLINSZ ^ w U Lic. NO. 035791 s � g^ 7 'Aa o� 10/17/11 wQ M e O� e A V t5 Ol M e L e ,j S tt'ssl E�Ol e12- A `m m e a < ti c¢i ci O 5 ui w 3 v3i rn r w -d a Left 0.12 0.70 0.084 0.34 0.00 0.34 0.005 0.020 2 0.063 4.1500 5.05 0.88 Right 0.03 0.70 0.021 0.011 0.00 0.08 0.005 0.020 2 0.083 4.1500 3.00 0.98 combined flowl 0.42 1 0.07 0,155 3.56 STR 8 DI-3C 6.0 Left 0.49 0.62 0.304 1.22 1 0.00 1 1.22 0.005 1 0.020 2 0.083 1 4.1500 1 8.17 1 0.65 LeR 0.09 0.90 0.081 0.32 0.00 0,32 0.005 0.020 2 0.083 4.1500 4.98 0.88 Right 0.19 0.90 0.171 0.68 0.00 0.68 0.005 0.020 2 0.083 4.1500 6.59 0.77 STR 14 DF3C 8.0 combined flow 1.0 0.11 0.246 5.63 Left 0.06 0.90 0.054 0.22 0.00 0.22 0,005 0.020 2 0.083 4.1500 4.27 0.94 Z g Right 0.04 0.90 0.036 0.14 0.00 0.14 0.005 0.020 2 0.083 4.1500 3.67 1 0.97 STR 18 DI-3C 6.0 combined flow 0.4 O.Ofi 0.140 3.21 d Left 0.25 0.50 0.125 0.50 0.00 0.50 0.005 0.020 2 0.083 4.1500 5.86 0.83 Z u.I N (1) Right 0.37 0.50 0.185 0.74 0.00 0.74 0.005 0.020 2 0.083 4.1500 6.78 0.75 STR 28 DI-3C 8.0 combined flow 1.2 0.13 0.282 6.46 d Q Le R 0.14 0.70 0.098 0.39 0.00 0.39 0.005 0.020 2 0.083 4.1500 5.35 0.86 U 1n Z W Right 0.02 0.70 0.014 0.06 0.00 0.06 0.005 0.020 2 0.083 4.1500 2.58 0.99 STR 30 DI-3C 6.0 combined flow 0.4 0.07 0.162 3.72 0 Left 0.11 0.45 0.050 0.20 0.00 0.20 0,005 0.020 2 0,083 4,1500 4.14 0.94 O Z 00 Right 0.16 0.45 0.072 0.29 0.00 0.29 0.005 0.020 2 0.083 4.1500 4.76 0.90 STR 36 DI-3C 6.0 combined flow 0.5 0.11 0.236 0.22 uy ^ (n m Left 0.15 0.50 0.075 0.30 0.00 0.30 0.005 0.020 2 0.063 4.1500 4.84 0.89 W U) Q Right 0.14 0.50 0.070 0.28 0.00 0.28 0.005 0.020 2 1 0.083 1 4.1500 1 4.71 1 0.89 STR 40 DF3C 6.0 combined flow 0.6 0.09 0.193 4.42 H Left 0.37 0.45 0.167 0.67 0.00 0.67 0.005 0,020 2 0,083 4.1500 6.52 0.78 z Right 0.27 0.45 0.122 0.49 0.00 0.49 0.005 0.020 2 0.083 4.1500 5.79 0.84 STR 42B D43C 8.0 combined flow 1.2 0.12 0.269 6.15 Lij All 0.16 0.65 0.104 0.42 0.00 0.42 0.005 0.020 2 0.083 4.1500 5.47 0.86 ce STR 22B D438 6.0 combined flow 0.4 0.10 0.211 4.84 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 inthr for spread, and 6.5 in/hr for capacity and depth) Manninas Coefficient. n is 0.013 r O B u. > m In Q U U C7 O U s � m y 0 o o c o d 9 h N N h 1- W m c - A c ti a F- tt Le 0.12 0.70 0.084 0.55 0.00 0.55 0.005 0.020 2 0.083 4.1500 6.05 0.82 Right 0.03 0.70 0.021 0.14 0.00 0.14 0.005 0.020 2 0.063 4.1500 3.80 0.88 STR 8 DI-3C 6.0 combined flow 0.68 0.10 0.215 4.92 Left 0.49 1 0.62 1 0.304 1.97 0.00 1.97 0.005 0.020 2 0.083 4.1500 9.80 0.59 Right 0.13 0.62 0.081 0.52 0.00 0.52 0.005 0.020 2 0.083 4.1500 5.96 1 0.83 STR 12 DI-3C 8.0 combined flow 2.5 0.21 0.450 10.31 Left 0.09 0.90 0.081 0.53 0.00 0.53 0.005 0.020 2 0.083 4.1500 5.97 0.81 Right 0.19 0.90 0.171 1.11 0.00 1A1 0.005 0.020 2 0.083 4.1500 7.90 0.67 STR 14 DI-3C 8.0 combined flow 1.6 0.16 0.340 1 7.78 Le R 0.06 0.90 0.054 0.35 0.00 0.35 0.005 0.020 2 0.083 4.1500 5.13 0.88 Right 0.04 0.90 0.036 0.23 0.00 0.23 0.005 0.020 2 0.083 4.1500 4.41 0.92 STR 18 DF3C 6.0 combined flow 0.6 0.09 0.194 4.44 Left 0.25 0.50 0.125 0.81 0.00 0.81 0.005 0.020 2 0.083 4.1500 7.03 0.74 Right 0.37 0.50 0.185 1.20 0.00 1.20 0.005 0.020 2 0.083 4.1500 8.14 0.67 STR 28 DI-3C 8.0 combined flow 2.0 0.18 0.390 8.93 Left 0.14 0.70 0.098 0.64 0.00 0.64 0.005 0.020 2 0.083 4.1500 6.41 0.78 Right 0.02 0.70 0.014 0.09 0.00 0.09 0.005 0.020 2 0.063 4.1500 3.09 0.99 STR 30 DI-3C 6.0 combined flow 0.7 0.10 0.224 5.14 Left 0.11 0.45 0.050 0.32 0.00 0.32 0.005 0.020 2 0,083 4.1500 4.96 0.88 Right 0.16 0.45 0.072 0.47 0.00 0.47 0.005 0.020 2 0.083 4.1500 5.71 0.84 STR 36 DI-3C 6.0 combined flow 0.8 0.11 0.236 0.22 Left 0.15 0.50 0.075 0.49 0.00 0.49 0.005 0.020 2 0,083 4,1500 5.80 0.83 Right 0.14 0.50 0.070 0.46 1 0.00 0.46 0.005 0.020 2 0.083 4.1500 5.65 0.84 STR 40 DI-3C 6.0 combined flow 0.9 0.12 0.266 6.11 Left 0.37 0.45 0.167 1.08 0.00 1.08 0.005 0.020 2 0,083 4.1500 7.82 0.71 Right 0.27 0.45 0.122 0.79 0.00 0.79 0.005 0.020 2 0.083 4.1500 6.95 0.75 STR 42B DI-3C 8.0 combined flow 1A 0.17 0.371 8.51 All 0.16 0.65 0.104 0.68 1 0.00 0.68 0.005 0.020 2 0.083 4.1500 6.56 0.79 STR 228 F D4313 T 6.0 combined Aow 0.7 0.13 0.292 6.69 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) 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) 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 Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Inlet Hydrology Curb and Gutter Inlet 3 m m N c C U O a U N c p� 00 jR o N m y O 02 N N tV ♦ d W v 06 x r N W N 0 L`i W 0 N C V W 1C �' V 0 'rn m V y U V # rn W O` U `qr N P C m o $3 m o 6 3 'm 3 5 w o g �. m W t0 > p 6 �_ >o 0 0 C C 0 U r+ ry C r ; " n "T' C O + $ r U W _%% d 7i N C N X q O J E C 0 V N W W `J C X d 2b V Y C O OI tl?,J N O 3 N N C n T E O v0 l_`0 OI f\I y `r N J C �. E pO Q pO16 9 1 > J d V U d O O rq N W F W N y N J J W O C1 V K tl > J Q U U O C.y O U! N N H W N J J W a C.y U K 18B 313 4.0 0.04 0.90 0.036 0.14 0.00 0.14 0.005 0.02 2 0.083 4.1500 3.67 0.92 3.5120 0.1463 0.1546 2.10 1.90 1.00 0.14 0.00 - 18B 38 4.0 0.04 0.90 0.036 0.23 0.00 0.23 0.005 0.02 2 0.083 4.1500 4.41 0.92 3,5120 0.1463 0.1546 2.58 1.55 1.00 0.23 0.00 - 20 3B 6.0 0.08 0.60 0.D48 0.19 0.00 0.19 0.025 0.02 2 0.083 4.1500 3.02 0.99 3.5120 0.1463 0.1649 3.71 1.62 1.00 0.19 0.00 - 20 3B 6.0 0.08 0.60 0.048 0.31 0.00 0.31 0.025 0.02 2 0.083 4.1500 3.62 0.97 3.5120 0.1463 0A619 4.60 1.30 1.00 0.31 0.00 - 22B 36 &0 0.19 0.75 0.143 0.57 0.00 0.57 0.020 0.02 2 0.083 4.1500 4.74 0.90 3.5120 0.1463 0A517 5.74 1.39 1.00 0.57 0.00 - 22B 38 8.0 0.19 0.75 0.143 0.93 0.00 0.93 0.020 0.02 2 0.083 4.1500 5.69 0.84 3.5120 0.1463 0.1429 7.30 1.10 1.00 0.93 0.00 - 32 3B 4.0 0.12 0.50 0.060 0.24 0.00 0.24 0.005 0.02 2 0.083 4.1500 4.45 0.88 3.5120 0.1463 0.1488 2.66 1.50 1.00 0.24 0.00 - 32 36 4.0 0.12 0.50 0.060 0.39 0.00 0.39 0.005 0.02 2 0.083 4.1500 5.34 0.88 3.5120 0.1463 0.1488 3.27 1.22 1.00 0.39 0.00 _ 34 38 6.0 0.08 0.70 0.056 0.22 0.00 0.22 0.020 0.02 2 0.083 4.1500 3.34 0.95 3.5120 0.1463 0.1590 3.77 1.59 1.00 0.22 0.00 - 34 3B 6.0 0.08 0.70 0.056 0.36 0.00 0.36 0.020 0.02 2 0.083 4.1500 4.01 0.95 3.5120 0,1463 0.1590 4.62 1.30 1.00 0.36 0.00 - 366 38 6.0 0.22 OAS 0.099 0.40 0.00 0.40 0.005 0.02 2 0.083 4.1500 5.37 0.79 3.5120 0.1463 0.1356 3.48 1.73 1.00 0.40 0.00 - 36B 38 6.0 0.22 0.45 0.099 0.64 0.00 0.64 0.005 0.02 2 0.083 4.1500 6.44 0.79 3.5120 0.1463 0.1356 4.26 1.41 1.00 0.64 0.00 - 38 3B 6.0 0.13 0.45 0.059 0.23 0.00 0.23 0.049 0.02 2 0.083 4A500 2.87 0.98 3.5120 0.1463 0.1634 4.94 1.21 1.00 0.23 0.00 - 38 3B &0 0.13 0.45 0.059 0.38 0.00 0.38 0.049 0.02 2 0.083 4.1500 3.44 0.98 3.5120 0.1463 0.1634 6.06 0.99 1.00 0.38 0.00 - 38B 3B &0 0.05 0.50 0.025 0.10 0.00 0.10 0.049 0.02 2 0.083 4A500 2.09 0.99 3.5120 0.1463 0.1649 3.44 1.74 1.00 0.10 0.00 - 38B 38 6.0 0.05 0.50 0.025 0.16 0.00 0.16 0.049 0.02 2 0.083 4.1500 2.50 0.99 3.5120 0.1463 0.1649 4.22 1.42 1.00 0.16 0.00 - 42 36 1 4.0 1 0.02 0.45 0.009 0.04 0.00 0.04 0.005 0.02 2 0.083 4.1500 2.18 0.99 3.5120 0.1463 0.1649 1.13 3.54 1.00 0.04 0.00 - 42 3B 4.0 0.02 0.45 0.009 0.06 0.00 0.06 0.005 0.02 2 0.083 4.1500 2.62 0.99 3.5120 0.1463 0.1649 1.38 2.89 1.00 0.06 0.00 - 44 3B 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.037 0.02 2 0,083 4.1500 1.95 1.00 3,5120 0.1463 0.1663 2.74 1.46 1.00 0.07 0.00 - 44 36 4.0 0.02 0.90 0.018 0.12 0.00 0.12 0.037 0.02 2 0.083 4.1500 2.33 1.00 3.5120 0.1463 0.1663 3.36 1.19 1.00 0.12 0.00 - 44B 313 &0 0.17 0.65 0.111 0.44 0.08 0.52 0.037 0.02 2 0.083 4.1500 4.08 0.90 3.5120 0.1463 0.1517 6.63 1.21 1.00 0.44 0.00 - 44B 38 &0 0.17 0.65 0.111 0.72 0.27 0.99 0.037 0.02 2 0.083 4A500 5.19 0.90 3.5120 0.1463 0A517 8.69 0.92 1.00 0.72 0.00 - 46 313 8.0 0.27 0.45 0.122 0.49 0.00 0.49 0.038 0.02 2 0.083 4.1500 3.96 0.90 3.5120 0.1463 0.1517 6.51 1.23 1.00 0.49 0.00 - 46 36 8.0 0.27 0.45 0.122 0.79 0.00 0.79 0.038 0.02 2 0.083 4.1500 4.75 0.90 3.5120 0.1463 0.1517 7.98 1.00 1.00 0.79 0.00 - 46B 38 6.0 0.31 0.45 0.140 0.56 0.00 0.56 0.038 0.02 2 0.083 4.1500 4.17 0.89 3.5120 0.1463 0.1502 6.94 0.86 1.00 0.56 0.08 44B 46B 36 6.0 0.31 0.45 0.140 0.91 0.00 0.91 0.038 0.02 2 0,083 4.1500 5.01 0.89 3.5120 0,1463 0.1502 8.51 0.71 1.00 0.91 0.27 44B 48 3B 8.0 0.26 0.45 0.117 0.47 0.00 0.47 0.040 0.02 2 0.083 4.1500 3.87 0.90 3.5120 0.1463 0.1517 6.51 1.23 1.00 0.47 0.00 - 48 36 8.0 0.26 0.45 0.117 0.76 0.00 0.76 0.040 0.02 2 0.083 4.1500 4.64 0.90 3.5120 0.1463 0.1517 7.98 1.00 1.00 0.76 0.00 - 48B 38 8.0 0.22 0.45 0.099 0.40 0.00 0.40 0.040 0.02 2 0.083 4.1500 3.63 0.93 3.5120 0.1463 0A561 5.96 1.34 1.00 0.40 0.00 - 48B 3B 8.0 0.22 0.45 0.099 0.64 0.01 0.66 0.040 0.02 2 0,083 4.1500 4.40 0.93 3,5120 0,1463 0.1561 7.38 1.08 1.00 0.64 0.00 - 50 38 10.0 0.26 0.45 0.117 0.47 0.00 0.47 0.071 0.02 2 0.083 4.1500 3.47 0.95 3.5120 0.1463 0.1590 7.51 1.33 1.00 0.47 0.00 - 50 36 10.0 0.26 0.45 0.117 0.76 0.17 0.93 0.071 0.02 2 0.083 4.1500 4.50 0.95 3.5120 0.1463 0A590 10.05 1.00 1.00 0.76 0.00 - 50B 36 8.0 0.20 0.45 0.090 0.36 0.00 0.36 0.071 0.02 2 0.083 4A500 3.15 0.96 3,5120 0,1463 0.1605 6.69 1.20 1.00 0.36 0.00 - 50B 3B 8.0 0.20 0.45 0.090 0.59 0.00 0.59 0.071 0.02 2 0.083 4.1500 3.78 0.96 3.5120 0.1463 0.1605 8.21 0.97 1.00 0.59 0.01 48B 52 36 10.0 0.28 0.50 0.140 0.56 0.00 0.56 0.055 0.02 2 0.083 4.1500 3.90 0.90 3.5120 0.1483 0.1517 7.72 1.30 1.00 0.58 0.00 - 52 38 10.0 0.28 0.50 0.140 0.91 0.00 0.91 0.055 0.02 2 0.083 4.1500 4.68 0.90 3.5120 0.1463 0.1517 9.47 1.06 1.00 0.91 0.00 - 526 36 8.0 0.30 0.50 0.150 0.60 0.00 0.60 0.055 0.02 2 0.083 4.1500 4.00 0.90 3.5120 0.1463 0.1517 7.95 1.01 1.00 0.60 0.00 - 526 36 8.0 0.30 0.50 0.150 0.98 0.00 0.98 0.055 0.02 2 0.083 4.1500 4.80 0.90 3.5120 0.1463 0.1517 1 9.74 1 0.82 1 1.00 0.98 0.17 50 0 z M 0 w 0 za Q W" Ul w z I..L Q LU z O U) a zo L,L w I Q 5 z LLL 1- Lu W O w 2 a cn JOB NO. 202194 SCALE N/A SHEET NO. 9 BYPASS STORM SEWER (NOTE: SEE PREVIOUS SHEET FOR INLET THROAT SIZING) �TH 0F� Tjj O G, SCOTT R. LINS�Z Lic. No. 035791,E �6 10/17/22 �4 o��SSIONAL EGOS z w z z w Z O U `o 0 U 3 N m d m m 0 ° c y 0 2 N 0 U 0 0 0 C a 0 U i m 0 U O m 0 a N ° y o t 3 ° a ° o ° m 9 0 L N o o 2 ° m o � a ° m o a a 0 z w z CD w J o U o 0 a U X t m Er 3 U o 0 ° a ° STRUCTURE DRAIN Z O M V/ H W �/ i� z O V to w z z O Di w Z a J w W) J z z , J m 7 J Z DesignYear: 10 Project: Galaxie Farm Job #: 202194 Prepared by: FGM, PE E O1UTLETWAfER, SURFACE ELEV MENEM.,, JUNCTION LOSS> I I N N 0 y l� M Cn N M d W N O 01 WN N Z' a - -- W zo x U W �W4 Z W F y J O N U 010 z J^ M W I:z W I_ U) -J z �U� LL �/ Q W H X J w O z° z < c� G O LLJ < z Q < 0 H w w = JOB NO. 202194 SCALE N/A SHEET NO. AGE DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. in. LENGTH* ft. SLOPE % INVERT IN INVERT pUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 52B DI-3B CG6 8' 519.02 VDOTSTD. IS-1 REO'D 52A 15 27.80 0.50% 512.25 512.11 HDPE 52 DI-3B CG6 10' 518.90 VDOTSTD. IS-1 REQ'D 51 15 147.76 7.45% 512.01 501.00 HDPE 506 DI-3B CG6 8' 507.80 VDOTSTD. IS-1 RECPD 50A 15 27.83 0.50% 500.90 500.76 HDPE 50 DI-3B CG6 8' 507.61 VDOTSTD. IS-1 REO'D 49 15 159.34 4.96% 500.66 492.75 HDPE 48 DI-3B CG6 8' 498.78 VDOTSTD. IS-1 REO'D 47 15 189.29 2.89% 490.97 485.50 HDPE 46B DI-3B CG6 6' 491.55 VDOTSTD. IS-1 REO'D 46A 18 28.35 0.75% 484.40 484.19 HDPE 46 DI-3B CG6 8' 491.37 VDOTSTD. IS-1 REO'D 45 18 68.38 2.56% 483.17 481.42 HDPE 44 DI-3B CG6 4' 488.77 VDOTSTD. IS-1 REO'D 43 18 130.91 2.25% 480.45 477.50 HDPE 26 MH-1 - - 486.19 VDOTSTD. IS-1 REQ'D 25 24 100.72 1.66% 472.27 470.60 HDPE 24 MH-1 - - 479.42 VDOTSTD. IS-1 REO'D 23 24 20.76 1.21% 470.50 470.25 HDPE 486 DI-36 CG6 8' 498.82 VDOTSTD. IS-1 REO'D 48A 15 27.88 0.50% 491.86 491.72 HDPE 446 DI-3B CG6 8' 488.76 VDOTSTD. IS-1 REQ'D 44A 15 27.86 1.62% 482.00 481.55 HDPE 42B DI-3C CG6 8' 489.85 VDOTSTD. IS-1 RECYD 42A 15 144.64 0.62% 483.83 482.93 HDPE 42 DI-3B CG6 4' 491.03 VDOTSTD. IS-1 REO'D 41 15 90.53 0.62% 482.83 482.27 HDPE 40 DI-3C CG6 6' 489.48 VDOTSTD. IS-1 REO'D 39 15 35.38 0.68% 482.17 481.93 HDPE 38B DI-3B CG6 6' 490.76 VDOTSTD. IS-1 REQ'D 38A 75 28.96 0.79% 481.83 481.60 HDPE 38 DI-3B CG6 6' 490.76 VDOTSTD. IS-1 REQ'D 37 75 109.54 0.91% 481.50 480.50 HDPE 36 DI-3C CG6 6' 487.17 VDOTSTD. IS-1 REO'D 35 18 99.52 0.63% 480.08 479.45 HDPE 34 DI-36 CG6 6' 485.75 VDOTSTD. IS-1 RECPD 33 18 59.13 0.56% 479.35 479.02 HDPE 32 DI-3B CG6 4' 484.50 VDOTSTD. IS-1 REQ'D 31 18 30.63 1.37% 478.92 478.50 HDPE 30 DI-3B CG6 6' 484.43 VDOTSTD. IS-1 REGPD 29 18 27.84 0.67% 477.50 477.31 HDPE 28 DI-3C CG6 8' 484.43 VDOTSTD. IS-1 REO'D 27 18 107.93 2.47% 476.25 473.58 HDPE 366 DI-3B CG6 6' 487.13 VDOTSTD. IS-1 RECID 36A 15 28.06 0.75% 480.41 480.20 HDPE 14 DI-3C CG6 8' 470.75 VDOTSTD. IS-1 REQ'D 13 15 35.68 2.41°h 463.86 463.00 RCP3 12 DI-3C CG6 8' 470.75 VDOTSTD. IS-1 REO'D 11 15 20.58 3.55% 457.83 457.10 RCP3 YD1 EW-1 - 517.67 YD1-001A 24 149.65 2.27% 514.50 511.10 HDPE C01A Cleanout 24" 516.25 C01A-OUT 24 130.60 11.49% 511.00 496.00 HDPE YD2 Yard Drain Inlet 18" 483.00 YD2-30 8 42.00 1.79% 480.75 480.00 HDPE YD3F Yard Drain Inlet 18" 525.33 YD3F-YD3E 12 58.07 2.58% 522.33 520.83 HDPE YD3E Yard Drain Inlet 18" 523.83 YD3D-YD3D 12 720.30 0.50% 520.83 517.25 HDPE YD3D Yard Drain Inlet 18" 520.25 YD3D-YD3C 12 44.98 9.45% 517.25 513.00 HDPE YD3C Yard Drain Inlet 18" 516.00 YD3C-YD36 12 124.97 6.20% 513.00 505.25 HDPE YD36 Yard Drain Inlet 18" 508.25 YD3B-YD3A 12 90.19 6.56% 505.25 499.33 HDPE YD3A Yard Drain Inlet 18" 502.33 YD3A-YD3 12 47.46 4.91% 499.33 497.00 HDPE YD3 Yard Drain Inlet 18" 500.00 YD3-48 12 98.00 2.81% 497.00 494.25 HDPE YD4A Yard Drain Inlet 18" 492.25 YD4A-YD4 12 52.00 0.96% 489.25 488.75 HDPE YD4 Yard Drain Inlet 18" 492.00 YD4-42 12 94.18 2.92% 488.75 486.00 HDPE YD46 Yard Drain Inlet 18" 492.25 YD4B-YD4 12 52.00 0.96% 489.25 488.75 HDPE YD4E Yard Drain Inlet 18" 492.67 YD4E-YD4D 12 30.88 2.17% 489.67 489.00 HDPE YD4D Yard Drain Inlet 18" 492.00 YD4D-004C 12 53.91 2.32% 489.00 487.75 HDPE C04C Cleanout 12" 491.75 C04C-42B 12 42.12 5.34% 487.75 485.50 HDPE YD4H Yard Drain Inlet 18" 507.50 YD4H-004G 12 60.56 14.45% 495.75 487.00 HDPE C04G Cleanout 12" 505.75 C04GC04F 12 28.62 1.75% 496.00 495.50 HDPE C04F Cleanout 12" 503.00 C04F-YD4D 12 33.48 19.41% 495.50 489.00 HDPE YD-5B Yard Drain Inlet 18" 489.75 YD5B-RF6A 12 45.36 0.50% 487.99 487.76 HDPE RF6A Cleanout 12" 491.67 RF6A-RF6 12 71.34 0.50% 487.76 487.40 HDPE RF6 Cleanout 12" 491.50 RF6-46B 12 29.79 0.50% 487.40 487.25 HDPE YD1E Yard Drain Inlet W. 491.75 YD1E-YD1D 12 99.37 3.02% 489.75 486.75 HDPE YD1D Yard Drain Inlet 18" 488.75 YD1D-YD1C 12 47.85 2.80% 486.75 485.41 HDPE YD1C Yard Drain Inlet 18" 488.25 YD1C-RF1B 12 68.34 0.50% 485.41 485.07 HDPE RF1B Cleanout 12" 488.50 RF1B-RF1A 12 40.54 0.50% 485.07 484.87 HDPE RF1A Cleanout 12" 490.00 RF1A-RF1 12 107.73 0.50% 484.87 484.33 HDPE RF1 Cleanout 12" 489.48 RF1-44B 12 64.79 0.50% 484.33 484.01 HDPE RF4A Cleanout 8" 489.50 RF4A-RF4 8 95.33 2.10% 488.00 486.00 HDPE RF4 Cleanout 8" 488.00 RF4-36B 8 29.44 6.79% 486.00 484.00 HDPE RF5A Cleanout 8" 490.50 RF5A-RF5 8 103.89 0.50% 484.60 484.08 HDPE RF5 Cleanout 8" 490.50 RF5-44B 8 36.98 1.57% 484.08 483.50 HDPE YD41 Yard Drain Inlet 78" 499.75 YD41-COJ 8 77.00 3.25% 498.25 495.75 ADS CGJ Cleanout 8" 501.33 COJ-38B 8 75.00 11.67% 495.75 487.00 ADS PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe >u 8 E = r � D 2 � v m m 'c � u B. E in y � w E a w _ o � ? E b � ~ i' j C b m Y Y L N O m $ E > � E (7 W C fn � LL > LL LL' Pipe run: ES-1 -Out ES-1 8 15.80 0.55 8.560 8.580 17.00 4.29 38.83 45.70 484.80 479.50 297.1 0.01 0.0172 30 58.28 13.11 0.38 8 8 0.15 0.70 0.105 8.885 17.38 4.25 0.45 48.15 479.40 475.75 182.0 0.01 0.0225 30 88.65 14.84 0.18 6 4 1.11 0.35 0.368 9.074 17.56 4.23 1.84 47.78 475.65 474.74 51.9 0.01 0.0175 30 58.78 13.32 0.08 4 2 21.80 0.25 5.400 18.883 17.63 4.22 22.79 57.00 474.64 471.30 197.6 0.01 0.0189 30 57.77 13.41 0.25 2 OUT 0.00 0.45 0.000 23.483 17.87 4.18 0.00 77.83 488.60 466.25 36.0 0.01 0.0153 38 88.38 14.24 0.04 Pipe run: Str. 18C - Str. 4 18C 18 20.70 0.25 5.175 5.175 15.00 4.55 23.52 23.52 484.50 483.67 38.3 0.01 0.0217 24 36.10 12.18 0.05 16 16 0.10 0.90 0.090 5.409 15.05 4.54 0.41 24.55 481.89 477.44 181.1 0.01 0.0276 24 40.72 13.47 0.20 18 4 0.00 0.90 0.000 5.409 15.25 4.51 0.00 24.55 477.34 474.74 138.4 0.01 0.0188 24 33.60 11.65 0.20 Pipe run: Str. 188-Str. 18 188 18 0.04 0.90 0.038 0.036 5.00 6.67 0.24 0.24 483.71 461.98 47.9 0.01 0.0359 15 13.26 4.05 0.20 Pipe run: Str. 22B Slr. 18 228 20 0.08 0.75 0.080 0.080 5.00 6.67 0.40 0.40 482.92 482.64 24.7 0.01 0.0114 15 7.47 3.15 0.13 20 18 0.08 0.60 0.046 0.108 5.13 6.62 0.32 0.72 482.54 481.88 61.3 0.01 0.0080 15 8.84 3.52 0.28 ---_-__----- 1 1 1 1 1 1 1 1 I l l m 1 1 1 1 1 1 , ;®. , ,• 1 1 1 MOO DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. in. LENGTH* ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type RIM* ELEVATION ES-1 ES-1 - 488.50 7 30 297.08 1.72% 484.60 479.50 HDPE 8 DI-3C - 488.13 VDOTSTD. IS-1 REO'D 7 30 161.95 2.25% 479.40 475.75 HDPE 6 DI-7 - 483.00 VDOTSTD. IS-1 REO'D 5 30 51.94 1.75% 475.65 474.74 HDPE 4 MH-1 - 484.25 VDOTSTD. IS-1 REO'D 3 30 197.56 1.69% 474.64 471.30 HDPE 2 MH-1 - 477.00 VDOTSTD. IS-1 REO'D 1 36 36.02 1.53% 468.80 468.25 HDPE 18C ES-1 - 488.11 VDOTSTD. IS-1 REO'D 18C-18 24 38.32 2.17% 484.50 483.67 HDPE 18 DI-3C CG6 488.17 VDOTSTD. IS-1 REQ'D 17 24 161.06 2.76% 481.89 477.44 HDPE 16 MH-1 - 486.17 VDOTSTD. IS-1 REO'D 15 24 138.38 1.88% 477.34 474.74 HDPE 18B DI-3B CG6 488.08 VDOTSTD. IS-1 REO'D 18A 15 47.88 3.59% 483.71 481.99 HDPE 22B DI-3B CG6 490.00 VDOTSTD. IS-1 REO'D 22A 15 24.66 1.14% 482.92 482.64 HDPE 20 DI-3B - 489.00 VDOTSTD. IS-1 REO'D 19 15 61.30 0.90% 482.54 481.99 HDPE -OW PT. STA:17+io.37 LOW PT ELEV: 488.og VERTICAL GRAPHIC SCALE 5 0 25 5 10 20 495 =0 485 475 470 465 46o PVI STA:i PVI ELEV LV BVCS: v BVCE, EVCS: i1 EVCE, o o o PVI STA: 17+94.00 0 N o N r1 HIGH PT STA: i6+ z8 � 35. o) o PVI ELEV:487.iz 00 �00 y- HIGH PT ELEV:488.59 0 m H + 00 a K: z6.37 o 't PVI STA:i5+58.86 + 't Lij LVC: 220.00 N N kD PVI ELEV:489.47 H u w u m u W K:z3.58 u m w m w LVC:zoo.00 m 4 EXISTING GRAD PRO OSED / VDOT $TD. CD z PROPOSED 0 N VI STA: 13+50.0 0 V OT ST . CD-i \ / PROP SED \ + a K: z .69 + / VDOT STD. CD i \ \ N v LVC: 50.00 N zz'/ YDiC-RFiB \ w w m m OW P ELEV: 70.70 \ w o PVI S : 1i+6 .00 Ln o 7 4 80� o PVI ELEV: 46 .7z ' PROPOSED- + K: z6.17 71 PROPOSED " CL. S DI W/L DOTS D. CD- u LV : 146.o W IE-IN TO EX STING GALA IE FA M LA E IN ARYJA KSONCOURT LL) m N P OPOS D > TA. 1 +04, ELEV. 95.2 ROAD C L w w so. PRO OSED VDOT TD. CD i GALA IE FARM LANE C STA. 15+4 PROPOSED MARY JACK ON COURT /L, S A. 12 27 DOT D. CD z / 0 •2 0 AII, 3.5' GH PT STA: is+62.50 GH PT ELEV: .o I STA:10+75.00 j I ELE IVCE: :472.78 8.8 i C:zS. o i CS: i +6z.5o .o P POSED XISTIN ROPOS D VCS:1 +87.50 HEADWfkLL FOR UNAUL ® HEADW LL FOR VCE: 4 2.36 60" CULVERTS ROAD C/L 48" CuL ERTS W W O CO 00 Ol M rl N 00 Vl nN.1 Vl p .t n N O � O 00 Vl W S O ^ Ol N Ol W O 00 J J N 01 Ln 00 00 W N 00 N n 00 d O fM l0 M m V1 M O .t l0 n .t W W cl m 01 Ol a 00 O1 Q1 W 00 00 W 00 00 00 a) 00 00 a) 00 00 OD 00 0 ^ W 1� ^ n d LD n N l0 n ci � n n 'D O '0 n H W n M ^ n .t n l7 l7 S �t �. �T' �t S d d �t �t .t �t .t .t d d S �t S W w 19+50 19+00 18+5o 18+oo 17+50 17+00 16+5o 16+oo 15+50 15+00 14+50 14+00 13+50 GALAXI E FARM LANE 25 MPH DESIGN SPEED 500 PVI STA:21+24.o8 PVI ELEV:491.10 K:16.67 LVC:So.00 500 cc 0 n 0 0o 0 m \\ ° m + `wJ 0) " PROPOSED EXISTING 495 ROAD C/L GRADE 495 m m wL490 0% 1.00% 490 )+15.00 :488.9z 00o% PROPOSED PROPOSED 6" z 1i PROPOSED TYPE 6" B.O. K:2.50 VDOT STD. CD z CL. 5z DI W/L ASSEMBLY C:10.00 )+20.00 8.02 485 485 1+20.00 489.02 PROPO ED 48o 48o PROPOSE 8"x6" TEE, (i) 6" G.V. & () COMPLETE FIRE HYDRANT ASSEMBL )POSED 8"x6" TEE, (i) MARIE CURIE COURT C L STA. 10+0 = MARY JACK ON COURT /L, STA. 10 6" G.V. & (2) 8" G.V. 94 475 470 470 M l00 V1 l00 d 00 m M 00 ELOUO� tea) 0moo) It S OM1 S .t Om It t Oa) S d O a) It OlIt 00 9+50 10+00 10+50 11+00 11+50 12+00 MARIE CURIE COURT 25 MPH DESIGN SPEED 12+50 13+00 13+00 12+50 12+00 11+50 11+00 10+50 PVISTA:iz+5o.o0 PVI ELEV:490.40 K:25.o0 LVC:So.00 10+00 9+50 11 0 495 490 485 me o o Ln o + o Ln 1b PVI STA:10+72.50 N a + a d PVI ELEV:488.iS N w N Lii v~ K:iS.00 PVI STA:ii+84.17 L� U � U LVC:45.00 PVI ELEV:489.74 U m U w J Soo K.3.33 m w 500 0 M o LVC: o.00 w m m BVCS: ii 79.17 Q o a ij o BVCE:4 9.84 J H EVCS: 11 89.i7 u m v EVCE: 89.79 Q 495 m W PROPOSED 495 APPROXIMATE 1 VDOT ETD. CD z L CATION OF PROPO D 8"x8" CROSS Q EXISTING 012" WITH AN "x6" REDUCER, Q DIP W/L (2) 8" V. & (1) 6" G.V. PROPOSED 1 C/L 490 i.00 .00% .000 - / 490 \ '2 .0 PROPOSED DOT STD. CD- PROPOSED PROPOSED 6" r - CULVERT VDOT STD. C -2 CL. 52 DI W/L Ln r g PROPOSED 485 0' (DRNG.-W/L VDOT STD. CID 1485 AVINITY ESTATES EMER ENCY ACCESS \ / 9 PROPOSED S" FILL, / PPROXIMATEF(DRNG.- CL. 5 DI W/L �, TYP. OCATION OF0' \ PROP SED (z) 6" 450 48o XISTING 08" ���� BENDST A6"G.V.&6"4g0 SANITARY SEWERW L TYPE A B 0. ASSEMBLY 1.1' (DRNG.-W/L) 45 4.9' VERA UBIN PLACE C/L. STA. 11+68= EXISTING MARY ACKSON COURT C/L, STA. 16+28 475 GRADE 475 ^ 1l a) a) N Z 00 00 °It 't O 3W77 s 9+50 10+00 10+50 11+00 11+50 12+00 12+50 VERA RUBIN PLACE 25 MPH DESIGN SPEED 13+00 13+50 14+00 475 470 465 46o ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2016 VDOT ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2016 VDOT ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. ROAD DESIGN APPROVED UNDER SUB2021-00179: GALAXIE FARM ROAD & UTILITY PLAN. PLAN SHEETS PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. SCOTT 7R. 001LINS Z Lic. No. 03579111:- 1/20/23 �,!j z z w 0 0 U g g a a z M w o n u') Vl R z U Li 0 w O Z Q U O z z o F�1 in m w LY w o: i o H < a \ Z � Lu K tie l CO M A z M N z� W W zW F-' W O 00 N u z I..L �W�/ I..L w W J 1 ^4 0 V 1 J Q zJ I -I )--4 LL I 06 Q Q 0 LL cl� Lu F-1 V L 0 i a JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 11 PROFILE GENERAL NOTES: 50o a a a 50o T 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN r F _ _ r F F OF SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE < < 2 i J J J = COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD 220 220 2 222n AND BRIDGE SPECIFICATION 303.04(H). OOF w w w w OOF w LL w m MHll STA:1+oz.4z i O O O r SC TT R. LINSZ 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 00 MHlz i LL LL o - 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 495 m 0°0 0°0 00 N m o o m m m o o 495 495 RIM:490.25 STA:z+11. 94 EXISTINGo / N 0 0 0 o o O 0 495 L� Lic. No. 035791 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W L AND 1.5' OF / SEPARATION BETWEEN W/L &SANITARY SEWER MUST BE PROVIDED. N r 3 0 6 00 m 10 0 �~ + o a??O PROPOSED m ? 00 00 + m ^s??O INV IN. 477.5o INV IN. 475.zo INV OUT. FROM LATERAL FROM MHlz oo TO MH-11A RIM:490.92 INVIN.47795FROMMHI3 RADE moo m a °D 00 °° m ���D 0 1/20/23 4 �p / / 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, N _ < z z z GRADE = z z z 475. INV IN. 483.So FROM LATERAL - m m°� _ ¢ - - - g > > > > �g SIGNAL Gti S� AGGREGATE BASE MATERIAL SIZE 21 A OR 21 B, FLOWABLE FILL, CONFORMING TO - - - °^ - - - INV OUT. TO MHll 477.75 _ - gLA z z z z SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE 490 490 / SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD 490 / 490 / AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". In 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY 8" CL. 52 DIP W/L PROPOSED SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2016 VDOT ROAD AND 012" ROOF DRAIN (4.9' S/L-W/L) GRADE BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN 485 \ FILL/ 485 485 / 485 z ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2016 VDOT ROAD AND BRIDGE S NITARY SEWER LATERAL STANDARDS. TO HAVE A MIN OF 1' OF \ 45 / 8" CL. 52 DIP W/L o 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE VERTICAL SEPARATION ° \ ,' ( 1 4 L W L / - / ) / (4.5' S/L-W/L) z v z MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL WITH ROOF DRAIN, TYP. o / g g AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. / STIR. 7 a CL 480 48O 480 / (1.3' DRN .-S/L) 48o o W Ln tz / f ROAD DESIGN APPROVED UNDER SUB2021-00179: J J Q J (n Z GALAXIE FARM ROAD & UTILITY PLAN. PLAN w w w � ExISTING / ° 8"DIP w LL SHEETS PROVIDED WITH THIS SITE PLAN FOR Q Q Q a GRADE / ° 180.1gLFQa 0.58% o Q 0 INFORMATIONAL PURPOSES ONLY. 475 J J J J 8" DIP 475 475 / 8"DIP Z% z.4 475 O z z J J J ZCF H � m ui n n n cn 156.43 LF (7a 1.68% MH-11A / yo5.5 �/� w Ln STA:o+oo.00 / V/ cf < o a VERTICAL GRAPHIC SCALE RIM:467.75 / 5 0 z.5 5 1° z0 470 0 0 0 2 470 INV IN. 459.9z FROM MH:l > z 470 / 470 W 1= ( IN FEET) N o °' m ' rn a w I� / n z 1 1 inch = 5 ft. J J W 1 au m 0 M r 00 m a0 0 00 ^ mm S / _ w W LL S S IT HORIZONTAL GRAPHIC SCALE 2+25 2+00 1+50 1+00 0+50 0+00 465 465 50 z°° 0 25 50 1008" DIP ( IN FEET) M H 1 o - M H 5 98.42 LF dal i5.8o% 1 inch = 50 ft. N m 530 460 46o N \ \ 0 mp VI STA: 21+75.0 n o ci o VI ELE : 520.1 + v K:1 .24 + u N N am o r �ro o nN d N W LVC: S.00 N v; > 455 o N J o N o N 455 525 > W m 0 S O ^ m N O S M OIt PROP SED 0 LELL ^ 00 o m o m o m N m o o0 00 ^ LO PT ST : 20+0 .ol DOTS D. CD- o a LO PT E EV: 50 .76 6 a N w VISTA: o+So.o o 520 N IVI ELE : rio. N .> -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 -` U w w K:lz LVC: .40 oo.00 U m m rn PROPOSED 8" MH 1 MH ZiA M z P AB.O' 5�5 SS ASS" MBLY / ) \ N i 0 SzA PROPOSED 8'x6" TE , (1) u, m LO PT E : 1 + EV: .5o , It o di 6" G. 4 & (1) OMPL TE 0' \ a 4g .04 N 510 FIRE H DRAN ASSE BLY N o VI STA: 9+25.0 VI ELE N u L.L W/L) \ uw > K:3.16 :501.4 um \ > N w LVC z5.00 N \ VERA UBIN PLACE C L STA. 11+68= Q06 MA RY JACKS N CO RTC L, ST . 16+28 505 , O0o PROP SED 505 ' w W W H \ VDOT TD. CD 1 °o &OW T STA: 1+So.o 6 14OW T ELE : 487.5 m O N PVI TA 1 ELEV:4 8.30 u 500 5oA \ v w K:z6.6 m 500 W 1.0 LOW P STA:1 +07.90 DRNG. LOW TELEV 486.39 [� P I STA:1 +07.90L9 \ o o a I ELE :486.34 PROPOSED 8" of LO PT E EV: 8 4 .lo �6 14 aw a LOW PT EL V: 484. o �0 H 00 K:z.So 50 / PROPOSE 495 CL. 5 DI W/L O m VI STA: 5+50.0 o + m t + a P I STA:1 +79.0o + 't LV ao.00 / PROPOSED 8" 6" TEE, ROAD C/L 495 FJ-i Q u I --I 4 71 ^> K: 5 8 7 ^> U vi �> K: lz 3' S u> a u > w w LVC: oo.00 u > m m w w LVC:1 5.0° m m BVCE:486.44 VCS:1 +12. O U _�( W 6" G.V. & O OMPL E TE 8A EVCE: 486.44 00o 490 FIRE HY RANT SSEM LY 4 1 / / 5 490 W DRNG. �/ / PROP SED W/L) PROPOE / VDOT STD. C -z VDO STD. D-z / LL PR POSED / 46A 0' 8 485 PROP 45° W/ S B�NfS DOTS D. CD-1 / 00% z. o% z00% PR POSED 8" TYP A 485 w W W DRNG. _ ° B.0 ASSEMBLY & G.V. I--1 W/L)/F- / PROPOSE D _ z IL BEN Q 480 (DRNG. 1 24' 3.5' 48o �Wz.5° �(DRNG. W/L DRNG. 4.4' (S/L W/L) zg W/L) a[ W/L) EXISTING PROPOSED 8" 8" CROSS GRADE DRNG.-W L 475 WITH A 8"x6" „ REDUCER, „ - - ' 475 O PROPOSED 8"x6' TEE, (1 -W/L "G.V. (i)CO APLETE. 4. ' (S/ FIRE HYDRANT AS EMBL G LAXIE FARM LANE C L TA. 15+42= MAR E CURIE COURT C L STA. 10+ 0= RY J CKSO C/L, STA. 2+27 JAC SON /L, S A. 10 94 470 M MAR 470 W W 00 S ll'1 00 00 N l!1 N M M w m O ^ ci 00 H 00 O O ri M OIr OD N 00 m O ri CO M m 2 d 0'•0^ ,mj w^ 'i m^ t6 H y^1 Od Odl ma° ^dI 0a0 m O^ 00 n W W H 1v4 ONV 00n rvt1 Orvl ° O Mv1 O o m 00 00 m 0 00 01 00 O� m r-Im 1� 00 W ^ v1 00 .a c0 00 v 00 0 ° 00 OD m 00 m 030 00 m ral m O mO JOB NO. l7 l7 '•^ 1 ^ 1 1 1 ^ u, s aN3, . 36 . . w w 202194 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+5o 18+oo 17+50 17+00 16+5o 16+oo 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 SCALE MARY JACKSON COURT 1"=5' 1"=50' (V) (H) SHEET NO. 25 MPH DESIGN SPEED 12 c� z z z w z -1 0 U 0 y 0 U 3 a X N 0 0 3 m c 0 0 0 U in 0 0 m a a c 0 U 0 O 0 0 4 520 515 510 505 coo 49 jr 490 485 H 475 470 465 460 458 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+5o 8+oo 7+50 7+00 6+50 6+oo 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACK FILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2016 VDOT ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2016 VDOT ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. 475 470 PROPOSED VDOT STD. EW-7 WI - SKEW. SEE SHOP DRAWIF CONSTRUCTION DETAILS. CULV BE COUNTERSUNK A MINIMU 465 E PROPOSED VDOT STD. EC-1, RIPRAP WITH A TYPE B INSTA TO BE INSTALLED BETW WING WALLS FOR INLET PRO' (W=23', L=1 PR( NORTHERN 60" CULVERT: 76.10 LF SOUTHERN 60" CULVERT: 76.39 LF 455 P OGRADE PROPOSED VDOT STD. GR-2 GUARDRA GRADE POSTS SHALL NOT PENETRATE PROPO SHALL EXTEND 3.6' BELOW GRADE, A: ACCORDANCE WITH VDOT STD. DETAI SPACING SHALL BE 6'-3" IN ACCORDA STD. DETAIL 501.04. SEE SHEET 12 F( PROPOSED END ALL, SE SHOP -H A 150 IGS FOR DRAWINGS FOR ONSTR CTION -RTS TO DETAILS. CULVERTS SHALL BE M OF 6". F , COUNTERSUNK MINIM M OF 6". P. XISTING GRADE PROPOS EC-1, CI -LASS II WITH A LLATION ta INSTALL °EN THE AS OUT FECTION (W=47', S', D=2') )POSED 0" CL. II RCP CU VERTS: @ 5.350/ (11-461 t57.47) _ @ 5.310/ (II=461.46, IO= 57.40') w w �0 0 ocDn m^ o? co v, J J W W l0 l0 l!'1 ^ l!'1 l!] l7 l7 .t t 7 .t W u- 1+75 1+00 0+00 CULVERT- COW BRANCH MH 9 - MH KAPPA SIG 1-9 475 475 PROPOSED VDOT STD. EV IL. GUARDRAIL .,. SHOP DRAWINGS FOR CONSTR CULVERTS & DETAILS. CULVERT SHOWN, IN S HOWN COUNTERSUNK A MINIMUI L POST VCE WITH VDOT IR DETAILS. 470 465 465 ED VDOT STD. ASS II RIPRAP PROPOSED VDOT STD. EC-1, TYPE B RIPRAP WITH A TYPE B INSTA ATION TO SERVE TO BE INSTALLED BETW _ET PROTECTION WING WALLS FOR INLET PRO L=57', D=2') (W=33', L=' PR( NORTHERN 48" CULVERT: 83.35 LF SOUTHERN 48" CULVERT: 79.32 LF 455 455 MINIMUM 3.6' OF COVER REQUIRED OVER THE CULVERTS WHEN THEY ARE BENEATH THE PROPOSED ROADWAY -7. SEE P OPOSED UCTION TO GRADE PROPOSED VDOT STD. GR-2 GUARDRAIL. G 3 BE POSTS SHALL NOT PENETRATE PROPOSED 9 OF 6". SHALL EXTEND 3.6' BELOW GRADE, AS SHC ACCORDANCE WITH VDOT STD. DETAIL 50: SPACING SHALL BE 6'-3" IN ACCORDANCE STD. DETAIL 501.04. SEE SHEET 12 FOR DE PROPOSED END ALL, SEE SHOP y JA DRAWINGS FOR CONSTR CTION DETAILS. CULVERTS SHALL BE X T COUNTERSUNK MINIM M OF 6". PROPO: "LASS II EC-1, C LLATION N, WITH P =EN THE INSTAL FECTION AS OUI Y, D=2') (W=47 (POSED 4 B" CL. II RCP CU VERTS: @ 7.550 (II-46 .56, IO=457.27) @ 7.800 (II=46 .51, IO-457.32) � O � 00 � O M EtLuo� 1+75 1+00 0+00 475 475 UARDRAIL :ULVERTS & iWN, IN ..05. POST WITH VDOT 470 TAILS. 465 465 iED VDOT STD. LASS II RIPRAP TYPE B LATION TO SERVE 'LET PROTECTION , L=57', D=2') 460 CULVERT- INTERMITTENT STREAM 455 455 STR:i4 DI-3C, L=8' TP=47o-75 INV OUT: 463.86 TO 22 PROPOSEPROPOSEC GRADEDRAWI APROPOSED END ALL, SEE SHOP GS FOR CONSTR CTION DETAIL . CULVERTS SH L BE � COUNT RSUNK MINIM M OF 6". T E ISTING PROPO! GRADE EC-1, C WITH A INSTAL AS OUI 457.10 (W=47' i5" RCP 35.68 LF @a 2.41% � 3.5" CL. III R P WNW 2o.58 L @a 3.5 % O N N o O N 0 l0 ELOutuD �O 0 L9 O Ln n u I V I IV C .7 5 C �y 0 5 0 5 R SHALL RAISE EXISTING E KAPPA SIG1-9 WITH RINGS SO THAT THE RIM ITH THE ASBUILT GRADE. L7 0 475 470 465 iED VDOT STD. LASS II RIPRAP TYPE B LATION TO SERVE 'LET PROTECTION , L=57', D=2') 455 2+00 1+00 0+00 NOTE: CONTRACTOR SHALL OMIT 2 POSTS ON EACH SIDE OF GALAXIE FARM S T R 1-4- O UT LANE IN THE VICINITY STRUCTURES 12 & 14 FACILITATE THE CONSTRUCTION OF THESE INLETS. THE GR-2 GUARDRAIL POSTS MAY BE OMITTED IN ACCORDANCE WITH VDOT STD. GR-10 TYPE II (VDOT STD. DETAIL 501.18) SHOWN ON SHEET 12. Lie. No. 035791 � 1/20/23 w41 z . g z W , F- I O In a IA i V� z z Ln w i Z O O z J O kl I uu Ln m 1 wO Ln 1 � I J 1 Q W �! i L9 z� M Flu1 On 6 w 0 _ d (n JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 13 495 m H W N 495 a, 00 0 c� O�l00 ^ m N N 't 00 CID 0It J It CO O 00 CID00 o N� aZZZ0 F m STR:4 m u 490 o� z z z z F MH-i (6o" ID) 490 TP=484.25 ,0 Cc t7) INV IN: 474-74 TOO 6 / PROPOSED N Hz O = a > > INV IN: TO 16 474 74 GRADE Fl2CLzz INV OUT:474.64TO2 485 / 485 RF1B-RFiA 1.3DR G.-DRNG. L TYP. " CL. 52 DIP W/L -� 2.4' DRNG.-W/L") 48o24 , 480 .76.7.06 LF Dpf \ � 2.7B% / 24" HDPE EXISTING 38.32 LF Qa 2.17% GRADE / 475 475 (1.9' DRNG.-S/L) 4 3 27 24" HDPE (0.5' DRNG. 138.38 LF Qa 1.88% DRNG.) 470 470 LLJ W IL�n Nm 0,y1 Ol ° ry O0 OO 0 l0 ,y Nd LLj 00 00 0000 00 �0N 06 d00 . 0 . b rl. 0 ON 00 03 O 00 0I It I It It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 NORTHERN BYPASS STORM SEWER PROPOSED GRADE STR:CO-1 520 24" ADS CLEANOUT 520 TP=516.25 INV IN: 511.10 INV OUT: 51i.00 / PROPOSED VDOT \ / STD. EW-1 \ 515 / 515 / / E ISTING // ,HDPE o RADE // y5LFC2.1770 510 149 510 / INV. IN= 514.50 SOS / 505 00 / Qk, w0i / .`2aaayy' Soo / y�° Soo / PROPOS D VDOT STD. ES-1 495 INV. OUT= 96.00 495 WW J J M l!1 W n �O l/t W WtD O CY Ol W LPL 495 490 475 0+00 0+50 1+00 1+50 2+00 2+50 3+00 YD-i - OUT EXISTING GRADE \ PROP SED GR DE STR:36B STR:36 DI-313, L=6' DI-3C, L=6' TP=487.54 TP=487-17 INV IN: 484.00TO RF-4 INV IN: 480.i8 TO 36B INV OUT: 480.42 TO Y INV IN: 480.5o TO 38 NV OUT: 480.o8 TO 34 8" CL. 52 DIP W/L (1.0' DRNG.-W/L) 15" HDPE 28.o6 LF @a o.86% W W J J W W 0 l7 W LL 00 Ll 0) It 0) rj 0) It 1+00 0+50 0+00 -0+50 STR. 36B - STR 36 495 490 N 000 It 505 500 495 490 485 48o DRAINAGE DESIGN APPROVED UNDER SUB2021-00179: GALAXIE FARM ROAD & UTILITY PLAN. PLAN SHEETS PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. 495 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 200 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 20 495 PROPOSED VDOT STD. ES-1 STR:8 WITH TPASHRACK. SEE DETAIL DI-3C, L=4' w ON THIS SHEET, O Z Ln EQUIV LENT, FOR TRAS RACK. (WITH 6o" ID BASE) m °H J TP=488.13 000 �0 O O J ¢ 490 INV IN: o TO ES-1 479.5 0 O a u? F- 49 ° INV OUT: 479.4o TO 6 3 �� p ��� MD QO rv° aFa'tH 77 \X / P W/L, VRNG II V) o z z r z z z PROPOSED -z 485 W GRADE o �° 485 0 m�� N7\ O D / ' lD . It 1- N t Z Z 484.60' ROOF2-4 O 80 ( 2 EXISTIN 8' DRNG.- � z z z - - - 8o 4 GRAD ROPOSED VDOT STD. EC-1, CLASS I 4 PROPOSED VDOT STD. EC-1, CLAS I 3o" HDPE FILTER FABRIC U DERLAYMENT TO RIPRAP LINED INLET PROTECTION 2' 297.o8 LF 1.72% \ EXTEND TO THE HANNEL's BANK. DEPTH) WITH FILTER FABRIC CONTRACTOR SHALL NOT IMPACT TF E UNDERLAYMENT O BE INSTALLED IN 30"HDPE S REAM's CHANNEL. WITH THE BYPASS XISTING DITCH R A LENGTH OF 8'. 16 � 95 LF STORM SEWER INSTALLATION. 475 2 25i L=110't, W1=10 5', W2=18', D=2' 475 \ - _PROPOSED VDOT STD. ES-1 3o" HDPE 30"HDpE \ \ - 51.94 LF @a 1.75% z5 197.56 LF @ :169� 468.25' 470 (1.3' DRNG.- ' 470 DRNG.) I mii 36" HDPE 465 36.02 LF Qa 1.53% 465 I 5.7--APPROXIMATE LOCATION C IF EXISTIN 8" SANITARY SEW R 46o 460 00 0 o Ln 00 O a 0 00 ^ ^ O1 ^ N ry 0 a O n n ^" d d 0 00 ^° o m m o Lluoujuu0i � O O � I� Ol Ln of t M o6 m M o6 m It 06 m Ol 'i d l0 ^ M N N 0.!1S m O N O + N l0 6 01 00 06 0o S m 00 m m oo 00 m 00 00 m m m 0o m m 00 01 ^ ^ 3 S m ^ d 00 ^ S 00 ^ S ^ 4D � � S It d S d d d d d It S -S `t It It �t S It S S It I It I S S 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 >OUTHERN BYPASS STORM SEWEF PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACK FILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2016 VDOT ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2016 VDOT ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. am 0 ?N NO OvO Ir mm 00~ 0�- m m O F-H00 HCq ROPO EDviII NOCOO G0\ �V1OO CR 00 ao in aO O� ,�0 N a Iop"0�0 a/EXISTIG °°/m0 H�raz0a0 GRA 0Oa°oaO 66, m II ~//zzmaiON C7 Hm Z0 N /It j m "T M wm It 00 m0 m O N mm-O ° s°°O lzz n YmII» N ~ �i ZZZ ~HzznH OOm RA F 475 f 470 F N °,� N LL 0) m H �D �0 0 .. 00 00- g ILz z z U) 0 �D 0 N O V S �tFL: N ,y,tZZ0 / r=a»> v,gFzzz 8" Cl. 52 IpIP W (1.0' DRNG -W/I �5 (1.0 DRNG / (0. DRNG.- - -DRN .) 0 S/L 5 � � 4-3 (.3' D _ NG.- Vim^ ma>O / 80 mm� It soma F- Ln o f z W J �... 00tr J � 8' CL. 2 DIP W L N a z0 rN9L10 az0 / ( .4' D NG.- /L) _ 0 >> V1 C1 F- Z Z a m 11 ~ a i 0 H vZ Z / / 15" HDPE / 28.96 LF I Qa o.79% ' FILL / 15"HDPE TYP., 18" HDPE LF dal 0 .91% - ✓ 99.52 0 LF Qa o.63/0 109.54 _18" HDPE \ 30.63 LF Qa 1.37% 1 15" HDPE ;3 LF Qa o. 15" HDPE 35.38 LF Qa o.68% STR:38B DI-313, L=6' TP=492-54 WATE SER IC CROS IN 15" HDPE 144.64 LF Qa o 485 PROPOSED VDOT STD. EC-1, CLASS I DRN .) , - - STR:30 �18" HDPE INV IN: 481.93 TO 40 RIPRAP LINED OUTLET PROTECTION DI-3CL=6' , 59.13 LF Qa o.56% INV IN: 8 o0 TO CO- F (i) 4 WITH FILTER FABRIC UNDERLAYMENT (L=15', W=6', D=2') TP=484-43 INV OUT: 4 81.83 TO 38 18" HDPE INV IN: 478.5o TO 32 27.84 LF @a o.67% INV IN: 480.00 TO YD-2 470 z4"HDPE INV OUT: 477.5o TO 28 480 100.72 LF dal 1.66% 18" HDPE 107.93 LF Qa 2.47% 24" HDPE 20.76 LF Qa 1.2i% 465 475 W W �t O N a1 O O O N M 01 V1 N m H V1 Q1 t0 Q1 S 00 m O O M l0 N H H In N N m W 't .t H 0, 1� O 00 M 00 Vl O N H ^ H W ci b O J J W W O W 1� L!1 ^ L!1 ^ l0 � ^00 L!1 "t ^ 1� It .t m W �Y' m 00 l0 Ol n � M n 00 m 00 m 0) O W a) 6 0) O m Q1 rl Ol O ^ m O a) O l7 V' �t ^ S d d 00 d 00 00 00 00 00 00 00 01 .t It d .t W LL 9+25 9+00 8+5o 8+oo 7+50 7+00 6+5o 6+oo 5+50 5+oo 4+50 4+00 3+50 3+00 2+50 2+00 1+5o 1+00 0+5o 0+00 -0+5o STR. 42B - SWM FACILITY Lic. No. 035791 1/20/23 Z - g Z W L �. F o vI IA V/ z f ZW�` 0 z O J � r r 0 FBI in m W � U L u 04 ^> Q I Z LLu k ce 0 z M � cri Q J m � W N LL O Q W� N N C6 Z wW. J LL J O Q Z � z w LL � z W C) Ul Q F" L z W w I --I X Q J W Q I J O O O N u L w W 0- LLnn JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 14 PROPOSE GRADE SOS 500 STR:48B DI-313, L=8' TP=498.82- INV OUT: 491.86 TO 48 495 8" GL. 52 DIP W/L (1.1' DRNG.-W/L) 1490 485 m M p m t 0 Coo � 0 E- 0 )) �N I-�O a0 °n Ol Ol Olt J .t .t d? 00 a m 't 0 F m a > > > > zzzz FILL, TYP. 495 J / 490 15" HDPE 27.88 LF @ o.5o% EXISTING GRADE 485 48o 480 E00 oU0 00 a) a o+00 O+50 STR. 48B - STR 48 495 o N PROPOSED 0 GRADE a F� H It It FL: ItJ a0 It mM. 490 M ° STR B Ln z z z' :44 DI-313, L=8' TP=488.76 INV IN: 484.o1TORF-i FLL, INV IN: 483.5o TO RF-5 INV OUT: 482.00 TO 44 8" CL. 52 DIP W/ L (1.1' DRNG.-W/L) 15" HDPE 28.25 LF Qa 1.6o% XISTIN 475 GRADE 490 PROPOSED VDOT PROPOSED PR POSED DOT STD. ES-1 GRADE STD. ES-1 STING 485 - - - - - - _ _ RARE 485 ES" LFRCP 137% 7u13g 8" G. 52 DIP W/L 480 (1.0' DRNG. W/L) 48o PROPOSED VDOT S1 D. EC-1, CLASS I IPRAP LINED OUI LET PROTECTION WIFH FILTER FABRIC UNDERLAYMENT (L=6', Wl 4', W1=8', D=2') 475 475 l0 0 .t 0 M ^ N 1 l0 W co CC) m Co a 00 00 00 0+00 0+50 1+00 1+50 1+75 VERA RUBIN PLACE CULVERT LD-269 Rev. 3-83 485 475 470 DRAINAGE DESIGN APPROVED UNDER SUB2021-00179: GALAXIE FARM ROAD & UTILITY PLAN. PLAN SHEETS PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. f] 1 80 15"CMP \ 4 465 14.8o LF Q7.78%-\ PROPOSED VDOT STD. EC-1, CLASS I RIPRAP LINED OUTLET PROTECTION WITH FILTER FABRIC UNDERLAYMENT (L=20', W=4', D=2') 475 46o 470 1 470 W W l0 O J J O W W W (D 0 -C' 1 W W o+00 O+50 STR. 44B - STR 44 475 EXISTING GRADE 1 470 EXISTING CONCRETE HEADWALL TO REMAIN 490 STR:-18 3C, L=6' TP=488.17 I N V I N: 483.67 TO [INNVV IN: 481.gg TO 18B IN: 481.99 TO 20 485 INV OUT: 481;89 TO 16 / chi 467. 7' i 0` 465 480 / EXISTING CONCRETE HEADWALL TO BE REMOVED WITH THE EXTENSION OF THE 15" CMP CULVERT. CONTRACTOR SHALL CUT THE END OF THE EXISTING 15" CMP & CONNECT THE PROPOSED CMP TO THE EXISTING PORTION OF THE PIPE TO REMAIN WITH A BAND. 63.6o I 460 475 W W N a) N W W 1+25 1+00 0+50 0+00 RTE zo CULVERT EXTENSION PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 R( AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR AGGREGATE BASE MATERIAL SIZE 21A OR 21B, PLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO TH SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT R0. AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETI SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2016 VDOT ROAD / BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS I ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2016 VDOT ROAD AND BRIDG STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIP MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENT Project Galaxie Farm Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Vera Rubin Place Culvert Rev. Date Date 8/20121 STATION: HYDROLOGICAL DATA AHW Controls D.A= 1.80 ac. 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev. Cw = 0.40, Tc = 17 min., 1'o = 4.3 in/hr and 125 = 4.8 in/hr = Shoulder = elev. 488 = CL elev. 488.38 DISCHARGES USED RISKASSESSMENT ADT Skew 0 ° Cover Varies n Q 10 = 3.10 CFS Detours Available Length Q 5 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 486.00 So= 1.57% Inv. El. 484.25 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 11� Orig. Gr. itlev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET nd CULVERT TYPE & SIZE Q Q/B INLET CONT. OUTLET CONTROL HW. VELOCITY TEeat. COMMENTS HW/D HW Ke do (dc+D)/2 ho H LSo HW ELEV C.M. Smooth Inlet Controlled (+1.0') w/ downstream riprap. Velocity (1 Proposed 15" RCP Culvert(10 yr) 3.10 3.10 0.82 1.0 0.5 0.6 0.93 0.93 0.55 1.7 - 487.03 6.16 N/A is not errosive in concrete pipe & riprap. Inlet Controlled (+1.1') w/ downstream riprap. Velocity (6.4fes) is Proposed 15" RCP Culvert (25 yr) 3.47 1 3.47 0.88 1.1 0.5 0.6 0.93 0.93 0.55 1.7 - 487.10 6.36 N/A not errosive in ccncrete pipe & riprap. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 -----7Design Flood Exceed. Prob. Elev. STR. 5 2 B -STR 2 6 Overtop Flood Exceed. Prob. Elev. SUM MARY & RECOMM ENDATIONS: Base Flood1%Exceed.Prob. Elev. STR:526 DI-313, L=8' 00 0 N r\ M OD 3 m a 1 O 00 J 00Z) 00 � M u > Ln � z ROP SED GRA E XISTI G 15" HDPE 47-88 LF @ W W N v J J W W 00 00 00 l7 l7 � 00 � W LL 1+00 0+50 0+00 -0+50 STR. 18B - STR. 18 490 485 :s 475 495 0 N O 0011 ~ N N' STR:2o 495 m 0 0 U1-36 L=6. m - 0 F TP=489.00 N� m� INV IN: 482.64 TO 22B O> F o a INV OUT:48z.54TO 18 Ln > z 490 PROPOSE11 490 GRADE EXISTIN GRADE 485 / TYP. 485 STR:11 DI-3C, TP=4E INV IN 15" HDPE INV IN 48p 61.3o LF Qa o,go% INV IN INV O 15" HDPE 24.66 LF Qa 1.14% 475 1475 n O N S M EoLuuuo' a, 't O a)`T 00 00 a ' 0+00 0+50 1+00 1+50 1+75 STR. z2B - STR. 18 5+50 6+oo 6+5o 7+00 7+50 SCOTTiR. CD•LLIN' Lic. No. 035791 1/20/23 z - g I L=6' z 0 v, t 8.17 43.7 8 6 TO a a f z 481.99 TO 18B � Ln LL i : 481.99 TO 20 Z o J JT: 481.89 TO 16 o zo H Ln m wJ V) J a. > z W�/ Ili ` s WE z </� LL L.L 06 LU W rJLL- -t V/ O J clY Q z w L� a z cjl� ID LL LU F--I X Q rQ V U I w 0 w oc = a Lr) JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 15 NOTE: 1. ALL LANDSCAPING SHALL BE INSTALLED I BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. I 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY ' \\\ THE CURRENT OWNER OR A PROPERTYEXISTING TREE `' _`----- V CANOPY TO REMAIN OWNERS' ASSOCIATION AND REPLACED WHEN \ ` I NECESSARY. REPLACEMENT MATERIAL SHALL ,,-' COMPLY WITH THE APPROVED LANDSCAPING / / i' _ I \ LOT I PLAN. 1 I 1 I I / / \ LOT �I 1 vI I w ' 8 / / ,' LOT 1 A I / PEN LOT . • I I ' ' . � �� _ \\ y / °+ 3.0 LOT N C. ' +•'_ evv`. vvv 11C SING 1v ,; �; _ � � � '' LOT vv •' ' \u I + QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE I STREET I BUFFER OPEN TOTAL I CANOPY TOTAL ASL ACER SACCHARUM TEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 1 22 1 20 1 214 4280 BN BETULA NIGRA'HERITAGE' HERITAGE' RIVER BIRCH 2-1/2" cal. 3 11 14 397 5558 LSR LIQUIDAMBAR STYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" cal. 23 9 249 2241 LT URIODENDRON TULIPIFERA TULIP POPLAR 2-1/2" cal. 12 12 387 4644 NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 5 5 151 755 QB QUERCUS BICOLOR SWAMP WHITE OAK 2-1/2" cal. 12 12 339 4068 QC QUERCUS COCCINEA SCARLETOAK 2-1/2" cal. 13 13 370 4810 OP QUERCUC PHELLOS WILLOW OAK 2-1/2" cal. 13 13 419 5447 DERSTORY TREES AMELAN CHIER GRAN DI FLORA SERVICEBERRY CERCIS CANADENSIS EASTERN REDBUD CEDRUS DEODAR DEODARCEDAR 1 CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWO ILEX OPACA AMERICAN HOLLY JUNIPERUS VIRGINIANA EASTERN RED CEDAR MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA PICEA ABIES NORWAY SPRUCE PINUS TAEDA ILOBLOLLY PINE EXISTING TREE ; CANOPY TO REMAIN - ' (19,850 SF) (MIXTURE OF DECIDAOUS & EVERGREEN THE ) 6'-7' ht. 1 15 1 15 130 1 1950 6'-7' ht. 2 2 124 248 6'-8' ht. 8 10 18 143 2574 6'-7' ht. 3 6 9 124 1116 G-V ht. 9 9 56 504 4-5' ht. 8 8 16 128 6' ht. 24 24 113 2712 6'-' ht. 9 9 41 369 4-58' ht. 0 207 0 TOTAL 7761'- / / / E_ , D PUBLIC ROAD 'EtJRICOURT -''� , > + I \ � I I ' - __ __-_-- _ \ � , 1 i, ' , + ' ♦ ' \ + ' EXISTING TREE , r / REMAIN _ j' \ '" ^ w I ♦ ' i ' ' ' + ' ++ + CANOPY TO / ; r e__— i'i f + '+' ® .+ + + i ♦ > ♦ + ' J,i 'i (MIXTURE OF DECIDUOUS & EVERGREEN TREES) 'I1 11 LOT 11 \\\ � .q\ \� '1 .. � // _ —"/ '�\\ /�\\ � __----,11111 1 / • �,^', ^\ � +1' G)+i' •,iii r+i'ii+ >� i+'> >+' -i+ ; ++ ' �... � li ' ♦ �._ ' r'ii ir'ii , + / i I'1 I` \ \, •y _\\ — 1 \ 1_ - _ , II 11 + + + ''r++ + , '♦ i i_ ' > ' �' , ' > ' , • > _ , �' r / LLI 13 \ . Oo��, 1 , II ____i _j 'Q F�� � ,/ice A\\V A A\'1 LOT 11' � 1 -- __'— IAI 1 1 _--,''"_: - VA > • H � ' �� ' ' ,.� + ' _ .� -- , 9 , • > / / TREE PROTECTION LLI FENCING 'r �r r '�' 'aJ + ' > ','' '+ , f • r+ +'+ '+s+ > + + > is ' , a i ♦ ' ' r / r > + , ' ' + / / LL.I LOT LOT V I � I — ______ � ____ ;1 \ /! \\, \\ �\ \II __ II 1 11 \I \ ' •+�' + � i ' its + 'i + rr' + /'_ + ' ' ' '+'' r' '+i'oS-+ ' ' ',>' ••> ' f / 4LLJ 11 v ' �• ' " ++ ''/� ' / / + • ' ' + + r/ p • , '+' f + ' i V 1 1 11 1 11 '� ' r '� , ' r + r ' > ♦ +' + + + s / / 'i LOT l / �` STREaMrBI�F�F R — - I 20' LANDSCAPING ER lil i �' i > > + +E 14 J \ \ I\ II — 1-- LANDSCAPING EASEMENT 1 / ./ ' +, ' /+ fr +� �' .ii', + ' +>+ + + ' i+ 'i •+ri• > r +' r ,+ / + I ' + _ ' .202200011976 INST� #� + + + + • > + + r + s + • +> , > , r + ' , , , + , + • + + > > r ---------------- rD 20' LANDSCAPE BUFFER: + + rr • --a— � I i' I ___ .�--_ '.':• � +. J t'+•s-. ,r+ •s..' i,i+ i++ i+i + iii X / + + + ' f + , f + ri ,. s + CFA. 372 SF > ♦ + + b 3 BN: 1,191 SF 54 + >. .' I I I I l I J �a > '( + ' /' + r + ' r + + + > ' % (4) AR: 1,588 SF (3) - �+ (8) CD: 1 144 SF LOT I /I , l l _J _�' ir/' •' , +r'i> ,r's ,r'i' +''ii+r' +� +-�. _,�,;i�� ', ',�++>+' + +i'f +i i'#' i/ (9) PA: 369 SF LOT ' i,—1 ,/' 15>r> + '+♦'i ♦++>,'' r + , '• 'r +\+'-`�+'ri+ ♦ •' i + i n + I / I I / '+'+� ri i it r f '+ + ' it i'> + ,`... i 55 I�, � I l l N I + r' + ' r > (9) 10: 504 SF H' ; t tXISTINGTREE TOTAL BUFFER CANOPY: 5,168 SF i > / I _`\—\ _ j l �l l + I+r'•�>+' +(i' / • \i +,>•',r+ f +r'i• + ' +i' ' •r ' +i J 4�+ 'i ++' CANOPY TO REMAIN+ LOT .I. / / li ��,` % \\I I , / F fi i + fi>+'i r 'r - �,i _ , ' (1,'695 SF) / t , • +. �. / + ' I /' �,, _ � �, � ; Jil (i 1� ,i '++ ' ' + ,% + - .(MIX OF DECIDUOUS � ,r + i+ II / 1 56 P' I\ EVERGREEN TREES) GRAPHIC SCALE OPEN ® B 1 ®®� / /�I>'>r+ ' r+' +r' i•+ ++ -r'r + •r ,r' /ii>i++ if,i+ 30 0 15 30 60 PI iJ > �/ Q• LOT + SPACE f' — ____ I IIILY I � I .• �® '� '' � r'. Y! /�' l// % i \Yi +o � 'r r�J— 'i' + r i + r +i' r \i i' r'•r> '+ ++ i + ,+� + +r,i' Jy'f / 57 I (0.44 AC) ®a I X d LOT E �\ J ri'+ / r •.� ' i'. i' +i + 4s' r ' / ( IN FEET ) r u a+ f •' rifT. — \ c 30 1 inch — ft. .b" I ;� x I l r .✓ - Z +\ir _ '♦ - fig' i'os> + ',>' ' / / _ 'EXISTING STr REAMr > ' r' >+ - ✓/ i a -f / I W LOT 0 � I I r + .. + �{ LOT + + ♦ ILY +i I I I I 59 � ', 1 i - � j•/ •e.: \ ^' /fin'% l r ' � a�• r'+ + + + � ® �_ ' + r i+ ' r ' + ++/' i+ / LANDSCAPE CALCULATIONS TREE'PROTECIION _ � \ /•" / r � i� - 'i • i•' • / SITE TREE COVERAGE LOT FENCING' MP) � 1 REQUIREMENT: CANOPY COVER AT IO YEARSEQUALS OR IS GREATER THAN r > i' • f - Q of +++ r + \ r+�' q F / i'+i+ rr i• ♦ i f + ' r 1 + I / r / O + v � � .0 ri+ +i + l - + ii+i' . � 20% OF GROSS SITE AREA ! r ( 'I �' Y ''� •iri _ + > jr • ;,�, , x;n G `� \ \\ / /a\ij \\' i , + >I r � + r i ♦ i ' i + iri 'ia'', ' ! GROSS SITE AREA 581,6925E r r + i i t / •+ , r , i t + , STREAM BUFFER, Ie55 GREEN WAY AREA 129,0955E J ♦ / �/ \� • +> x / "-'� `,. \\\\ \' //\V i +� i/ ,i if +il', ' n' + ' + ' ' {'' iri'r >'i i' a; + - /� Ie55 RECREATIONAL AREA &OPEN SPACE 71,9365E I \ iir +i s iri r ,'+> > �` / 1 LOT \\\ x\ \\\ /\/\\/ , \i/' ,r yl ' i'�' ii 'ii i + -r• ' ''i i+i'r' +j�r ♦i �l��Q �\� TOTAL DEVELOPMENT AREA 380,661 SF \\ /\ i 'i +''ii rr ,f. 'i• i AT �(� TOTAL TREE CANOPY REQUIRED 76,133 SF �. _/ �� \ ,//i\\• \� ° LOT //�ij` �\ \ �" '�r �i '(i+i iir i'ri i+'i i+r ' + r� r` r i i i 'i+zy r 'i � ���% `� TOTAL TREE CANOPY PROVIDED 77,619 SF jr +i + r " ;EXISTING TREE PJ e 19 /y/\\/\\ / i` / �'ii+ , CANOPY TO REMAIN �i+ '+iii ' ��QQ Q� STREETSCAPE TREES > /^/ `' I -•• '''/ /\/\ LOT // /�� � +i' I'm ' � i ' i+i' 'i', r' + t(12,22 SF) ro"'� s \ ��.`�. REQUIREMENT:ILARGE TREE PER SO FEET OF PUBLIC ROAD FRONTAGE OR S '/ / •" v` `> p \ \ 2Q '\/�\\/\ 'i i' ', i ' r _i °i ii� I'+i> + i'f •, ' ', i' f '+i, + , ', (MIXTURE OF DECIDUS'�(++'i l7, \�. P�• 1 MEDIUM TREE PER40 FEET OF PUBLIC ROAD FRONTAGE Le iri'fi'+ ' +ii•r' ' '+i'ii i ' i'EVERGREEN TREJES)j? yp'� TOTALREQUIRED STREET TREES: 86 ====1 —I —� �,_..! '•= I __—�-_ I ______ I I \V A \ LOT ��//� /y' ,.i♦> ' I} C x ` N + >r'' ' , ''i, f ' '+ , 'r i'r + r J� �O TOTAL PROPOSED STREETTREES: 86 /�vu�`/i/ /-�++ Ur 'STREAM BUFFfRr , ' / / I • `> I :; \I � � 21 /� / J ' iii � i+ ri+ i, ' ,i+ 'ii• ' +' , + , qS • � / STREET FRONTAGE ALONG GALAXIE FARM LANE 1, 148 LF -I I I +\ Ca,\: ^/F�\\\Y•/\/\\// /i 't° r°r + a' °r'` s i' '+I+r'r •+r' + i'ir, RE UIRED STREET TREES 23 I I I A V + + ♦ + ; fi� +, itr � Q PROPOSED STREET TREES 29 _ 28 \ ` F �/ v/� • ' i \\ Id i ° • a�i i+ STREET FRONTAGE ALONG MARY JACKSON COURT 2,531 LF LOT /\ \ / I r II I LOT LOT LOT LOT LOT 23 22 (i+s•�i ++' \//+++ +�r \� �� '�•ii' �,>' •�,i ii+i'ri i iiii'>i+ i ' +' v.'�.cr i,r+'irr '+i,+� i+ si /�/ REQUIRED STREETTREES 51 2] 26 25 , + , > , •i•i- j \ ii+ ri'ri, r' ', i',ii+i' ,> dfi' PROPOSED STREET TREES 48 ---- - -i- li EX 6' WOODE + d + r > + ' i ' + + / + ++' > lii,r �. r+ + ' + ii ♦ + ' r i ' > 'i,, /i,r ' r % ' STREET FRONTAGE ALONG MARIECURIECOURT 584 LF EXISTING TREE '/'' ' i REQUIRED STREETTREES 12 FENC TO REMAI i li + � i ii,+' i + i +i, ,i• /// / ri ' + '+ir I '♦ ♦ + ' ,;' i i I i i I (NATURAL INISH) TY ® I • +r' + '' � ,i' + +,�,//\ 'ii + i' I CANOPY TO REMAIN'3 >' ,i r '�,i i PROPOSED STREET TREES 9 li ' + + r+ '+ ',i (7,650 SF) _ 'f ? ii+i'ii'i'°�' 'iii / , PARKING LOT LANDSCAPING REQUIREMENTS ii+ + "(MIXTURE OF DECIDUO r r /+ EVERGREEN TREES) or° / REQUIRED LANDSCAPING (I TREE PER 10 SPACES)-9SPACESTOTAL: 1TREE X ', /\xir + ' ' '♦ (' ' it% ,i> TOTAL PARKING LOT LANDSCAPING TREES PROVIDED: 2TREE5 ' i i+ ' ' i i' ' ', + ' ' i ' •,;'+ + ' + + i'r i+i' a"; ' ' INTERIOR LANDSCAPE REQUIRED: 5%PARKING & TRAVELWAYS(6,200 SF): 310 SF / ++ + ion on inn • i+ ' - + ' • ' / TOTAL INTERIOR LANDSCAPING PROVIDED 1 OP & 1 OSI: 791 SF AR(D UAP ASL E) AG BN CC LSR CD LT CFA INS 10 QB �, JV QC MV QP PA SCOTT/R. CIILLINSZ Lic. No. 035791,E pow 1/20/23�R tisIONAL f, " z g - Z ui ( F o \n ( z C] 0 Q Ozk` ` W = u ^> J C Zk W I M N O N O 0 z M � Q J m CL (V W O W � Q 7 06 Z wz > u LL J o Q z Z Q z U x V) W" �o w Q LnLL Z W w [n X _ <' J W Q J Q � O O (V u � w w 0- UU) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 16 County of Albemarle FENCING AND ARMORING I CONSERVATION PLAN NOTES: I mu Conservation Plan Checklist- To be placed on Landscape Plans r(.L7 (Handbook, pp 1H-284-ill-297 for complete specifications) �' I 1H O DOUBLE STRAND j/12 cqucE WIRE 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO I / WITH RUBBER HOSE & TURNBUCKLES / / J 1. Th. (olbwlneihmeehaNbeshownon[heolan: \� fi EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE !� 9 Treestobesaved; ' 2"x2" HARDWOOD STAKE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I / / Q ® Limif ofdeazivg(outside dripnne of trees to tK saved); , \\� / / ✓ Ct ® Location and type ofprotatvefmdng; - \�\` \' CUT &REMOVE BURLAP FROM TOP 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED SCOTT R. LLINS� ® cmae rnaneea reyai,;rg o-ae wevamwalla; ��` 1 1 \ 1/3 OF BALL AS SHOWN WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I / j 0 � � Proposed trenching mtmmelirig beyondme limits of ciearing. \ \ SCARIFY SUBSOIL TO 4" MIN. DEPTH I L.> Lla. NG. 035791,E x Msrklnos: I 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE 0 Auhaeambaaa�eaanahlbema,kmiwim bbonaiahmi height viamlame equipment emtma. I MULCH SAUCER COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. '4 1�20�23 cyq• Pry ar ^ gh Y 9 P p� I + LI No grading shall begin=61 the arm marking has been inspected and approvod by a County Inspector. DRIP LINE FINISHED GRADE 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. s. Pracemrurnoncon(erenre: SSIONAL ECG ZI Tree eservatonantl otemonmemmsshalib mviewedwlM econtraotoronmto i 3 HT. OF TREE I TREES UP TO 4" CAL. SHALL BE STAKED 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND I +Q�Nar+ l / TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED PROTECTED' / ++'>r>rCD a. Eanmmnd Oaeraim and storage: I I r r r + TWISTED, p12 GAUGE WIRE WITH HOSE 9 Heavy Nuipartiont. volucalar usibe and storage ofconstruction materials including wJ "I not be porrutted within the dripmes, ofureve I AND TURNBUCKLES. LOOP HOSE 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR I / ,{Ot03 to be saved. SNOW FENCE I _ AROUND TRUNK gBOVE BRANCHES AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I + % + ` l S. son Erosion and smrsmeamr Dz[entl•n Devices: AS SHOWN, FLAG WIRES WITH I m= rl COURV>Y TAPE. REFER To SPECS 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY ®rchde Sshe notadvemdyaffemtr.wbasavi. / -� FOR ADDITIONAL INFORMATION. .II SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM ____---� 6. 11 =(1 THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN -_-- &7 Fires are not permitted witninlW fat ofine dripline of hewfbe sevad. ikl'h II III �11=-11 III= AMENDED SOIL MIX 1 + iTdOw -ll= DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE 1 �1 -I COMPACTED SUBGRADE PRESERVED AND PROTECTED. _------ cn �. rear iNamriair: ,•(--- z ® To�rmaierialaanalinoibeamraaviuiaioofeatofineaaplsneofo-mamnesa�ea. MI I 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE w S. PemcdveF•nchm: +* Tree Planting and Staking Detail REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR O rre®mberetaNeawithinwfeetofa ab,main or aativi s1,aNbe fdeab f®dr,. Not To Scale SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. purpose g grading N Pro Y g BOARD FENCE plA I I I 11 LOT '''1 11 c' El Fmd%stalibeinp,stem,da beinapec[ mdapprove bya ComtyTnVp torpriortogadingorconshu on. 1 1 CJ MM 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE 1,1 CORD FENCE I 1 12 9. TreeWAls: AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE THE BAR SHALL BE DRIVEN 12" DEEP g ® wnan iegroundleeelmnstberaised�t earplineofatmetobasavea,aheeweusnallbaprordeaandarmrsmrtmdr iau S AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. submitted for approval. PIASBC FENCE T I/ 1 ' 1 " TREES UP To 4" CAL. SHALL BE STAKED 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING 1 1 1 _� w w 202194 10. Tree Walls: WITH 2-2"x2" HARDWOOD STAKES. , I __--- CORRECT METHODS OF TREE FENCING j�l TREES OF 4" CAL. OR LARGER SHALL BE THE FINAL CLEAN-UP. I I I o (n ® Wlaca'tw forgroand approval mus[beloureaed within fiedriplim atree to be saved, atree wall shall be provided; and construckon detail / I t submittetl for approval. � GUYED WITH 3 EQUALLY SPACED, TWISTED, 11. Temdomeana Tmorelme: 1 _ AND TURNBUCKLES. LOOP HOSE AROUND ' I I---_�_____________ 1 t,t, W z_ z / TRUNK. FLAG WIRES WITH COURVEY TAPE. (% IL O rWnrn�si avaaasn�ahinearo t'a�ar nor t�l�an�a`n�a`rnai�Pai�aai a mirs mrrm rgo.Vr`ufrebm� ois`ir'�g I i/ \ `� T. M.91-11 r-_- i =-- Z U) , 0 Q U REFER TO sPEancgnoNs FOR SCHOOL BOARD COUNTY OF ALBEM ARLE, VRGNA D.B. 5258-620 ' O z k Iz 12. Clete -y FURTHER INFORMATION I 1 (9 ® Protective Fmcivg mall be the Imtifms removed during the final deanup. 13. DnmanedTrem: Z�I \,� / D.B.1979-46 & 47 PLAT I I I '1 1 LOT �, o U) ® Damaged tram shall be treated immadiately by rating,farali Rion or other methods recommended by a tree s acianx. W 11 1 13 C0 LU // I GUYWIRES WITH RUBBER HOSE AND I 1 I _a NOTE: IT IS THE DEV OPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION � �p1 TURNBUCKLES 2/3 UP TREE W I J REQUIREMENi3. Y\ ---_--- ¢ a A� TOP HARDWOOD STAKES, ALIGN z 11/17I2D22 .•y / �kW �1' OP OF STAKES Landscape Notes v' I -- J z J OWNERSIGNATURE (DATE) .Na1W1( / \ �/ Ir dual � � MULCH SAUCER W ' -� L---= — - _ � - ui - `,"l AMENDED SOIL MIX W - _- CORRECT TRUNK ARMORING �IM�� NOTES:; --`- CONTRACT PURCHASER SIGNATURE (DATE) ow r 5/1/06 page I of WA II III I 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICA770NS OF 7HE AMERICAN ASSOCIATON OF NURSERYMEN. ', w TRIANGULAR BOARD FENCE 1u 1 -I THE PLAN77NG OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE W SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS ASSOCIATION, THE VIIRGINIA SOCIETY OF 1 CUT AND REMOVE BURLAP FROM TOP Z \ 1 \ � II -III= ,/3 of equ As sxowN LANDSCAPE DESIGNERS AND THE hIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR _ � I 1 14 ur-n THE ROAD AND BRIDGE SPECIFICATIONS OF THE VRGINIA DEPARTMENT OF TRANSPORTATION. J \I SCARIFY SUBSOIL TO 4" MIN. DEPTH 1 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE 11 ll` COMPACTED SUBGRADE HEIGHT • THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO lJ SUPPORT THE OVERALL HEALTH OF 7HE PLANT. Evergreen Tree Planting Detail J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED ___ _ Not To Scale IN 7HE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE Q `----- N M PEDESTRIANS I ^ o N CD PROPOSED 10' LANDSCAPING EASEMENT y I - PROPOSED 10' - x \ . _ LANDSCAPING EASEMENT A- ----- - - Ir---- ----- --- _ LOT r-----I � v� •� v v � � � i� i II 54 I r r � l� 7 T.M.91-13 i i ii � ' I � � _ t COUNTY SCHOOL BOARD OF �, _ __ _ 55 I I _ LOT i i' LOT I I 1----=� ---�-_ ALBEMARLE COUNTY, VIRGINIA I I I ; i I ------I '--� _ � , _ r D.B.1033-313 z ----------------- _ _ ------- _ — 41 ii 4 '\ -' ----- --- M \---____ , \ I LOT +++' ly `r I..V D.B.1033-313 I I � It o II , I I \ r___ __________ -__I D.B.619-368 PLAT ----'I _= LOT I L — Ir� — — — r--- - ----I -- ---- ------ - - - - - - - - - - - - - - ----- r----- I - ----- ---- 6 LL II I I , I I I •�.+� E'IN ----- ---- I I-- L---- ----- I ¢ I li LOT I + SPACE B � Q ---- ----- I 4r I I -- j -- �- I - - I I Q'w 57 � > r (0. /fie) ® N ¢LLI � I �.'rr a+Ir06 ¢ j LOT LOT LOT LOT LOT LOT I LOT LOT LOT LOT o 58 z W uj Q I - -� 8 -� _� --- 1 _ __ LOT ¢ w. a _ - _ , r , • - - H� J 45 46 i ue) am 47 i 4 i 49 5� i 51 i 52 53 wl�a LOT - `_ -1 + I I j O ___ ____ ---- __ _ -_ -__ _____ __ _ X X :. \ j , ____ - I - _____r _ ____ I -I____ I IF II____L - ' - 59 i,W/ I r- I-------- ' '---- f--- -_-- i - ' r1' ' J • I � I I I / I I I ^ °• _� �^-- •ice . Yp __ ______ /•� I I r s r r s r _ s > r + l r • r + a a LL +� s i + / Q U - - - --- -- - - ---- -- - - - X x " "—___ __ ->- -I �AARY JACKSQN --- - - - -x - -- - - \ / J—� - - -- -- PROP - - "\� ' / I Lt_ OSED PUBLIC RO IT 1 LYJ X x 1 1 --- f X _ - _ _ _____ ___ I- I \ _ - 1- I I I -- --_______ LLL - ----' ____ I ___ ____ ____ ___ ---I---- I=-r---'---- H_ --,----J ___ _____' -� I _-1__ _J -T-I _L_I 11 1- 1 r- I __ _ _ __ ____1 _____ __ __ _____ ____ _ _____ ___ _ ___ ___ _ _-_ _-_ — I I� ___= I I ___-_ I _— I I I � I I -____ � I I_ =r___ 19 - , I I , _ _ I � '' 1 w � � j ' I = _= I � I I I I I I � I I I I I , ' I• I I I I -. I ,,, \/ I LOT ' LOT J LOT LOT LOT l LOT l I i .: J LOT LOT LOT - --� __ —I I �I H x LOT LOT l i I un 38 I - .-' f o 37 36 35 l 1 34 I 33 32 31 1 l 30 LOT I 1 E Q II 4 LOT I' I l l l l 29 I 28 LOT LOT W III I 39 , LOT LOT 1 11 ItLOT LOT 2 �3 2z Q -- --- I ----- �- ----- ---- ---- ----- ---- ----- ---- I ----- ----I `----- I I �7 z6 z5 ---- --- I r---- --- - -------------------- I ----- ---- '--- - ---- I ----- --I ----- EX 6'WOODE Q V -I r- I I I I I I , -- - I ---, r---- r- -- T---- , ------ --- I _ __ _I , -- d FENC TO REMAI r -------------- (NATURALv_ I I --- ----- --- ---- --- ---- L--- ----' _t — - --- I _ (NATURAL INISH)TY — -� I - - - - I • , - - - - - - - - - - - - - - - - - - - - - - \ // �-S S S S S S —S —S S S S S S —S ---0y -_--__------___----�n_------ ion— S ien ion —Ion ion u - - - - - ion Ian T. M. 1 A- B �T M— M— M— M— M M— M— M— M S LU OPEN SPACE,P ASE IV,AVINITY V \ / :, "' - S -- s - - - - - - S - AVON PROpERTIES,LLC \------------------------- - -/ - — — — — 5 S S S S S s S S a Ln T.M.91-1-1E _ \ _� /M M M—M M M M D.B.22 7-750 AVINITY ESTATES,LL \ \ // /`' M/N—M--M—M M _ BNO. •••"• �M M M M M M M M M F—M M M M M M M M M y� M 6T D.B.4894 228 PLAT D.B. 51 .4990 -A PLAT // \ / \--------------------- - - -- -- -------------- ---- --- --- �j A�} D.B.4990-174 / /\, i LE---------------- D. B.4894- 228 PLAT 1 \ \ a .,.,.,,,.,...,,..,.....,.,.,.,.,.,•,.,.." \� 3� M / / M / / SCALE D.B 558-379 PLA� \ \ M T.M.91- 6D---------- 1 30 1 30 I I I 1 11 _ 3 O I „ -• 1 SCOTTSVILLE ROAD HOLDINGS,LLC / \ C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 / I ,,.^• V � � SHEET N0. D.B.550, PG.608 PLAT 1 ( IN FEET) I 17 / I inch = 30 ft. G 50 III FEN E' TO GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft rG0 LOT I �IaT 200 I CROSS-SECTION TREE PROTECTION FENCING (TY6) BOSS -SECTION # rrcrt I � /� 18 +00 : h LOT �L 3+oo / 2+00� 21 \ O �f ROPOSED / 4+00. WM FACILIT`F ( a k ., 1 3+00 + EXISTING TREE '<�CANC2+6o0 REMAIN % F CROSS-SECTION#1. r10 9 gyp_ 3 a ° EXISTING TREE 1 �ANOPY TO REMAIN / F EXISTING STREAM 41 \ `S •11111 .� 40i �� �AP�OPv`� EXISTING TREE.. _ 51 J CANOPY TO REMAI b 4M BUFFER_ 1+oo 0+00 • 1+00 / o+00 PROPOSED LANDSCAPING 25-43'TIE T.M.91-i8 WOOD, WENDELL W DB.1727, PG. 674 r10 520 EXIS TING PROPOSED LOTS 22-27 520 510 LINE OF SIGHT LANDSCAPING 510 Soo Soo 490 490 48o 480 470 SCOTTSVILLE ROAD _ — — — _ — — _ 470 60 I (STATE ROUTE 20) 46o V1 M N 00 'i eM'I N 00 lD lD S 1 r N 00 'i \D 00 d 00 0 0+00 1+00 2+00 3+00 4+00 CROSS-SECTION #1 S40 5+00 6+oo r40 530 520 EXIST! G LINE OF SIGH G LOTS 18-19 0 20 510 TREES 510 500 00 490 490 48o 470 SCOTTSVILLEROAa — -- ---------------- 48o — 470 6o (STATE ROUTE 2o) ___ PRO OSED WALL 6o Q 0) d S W D N N S n O d d N S S 00 0 0+00 1+00 2+00 3+00 CROSS-SECTION #2 4+00 PROPOSED ,,---VLANDSCAPING 5+00 ri.0 530 PROPOSED -LAND GAPING LI E OF SIGHT 530 520 S20 S10 ---- — LOT 54 S2o Soo Soo 490 480 SCOTTSVILLE ROA — -- 470 ------- 4J0 46o 460 (STATE ROUTE 20) 450 450 N 01 f\ 0) 00 H N 1p 0) N M Ln 1p l^ '0 O \D ri kD 6 LD M 6 W W 00 S S It d d d 't S d S S d S00 0+00 1+00 2+00 3+00 4+00 5+00 CROSS-SECTION #3 6+oo 7+00 SCOTT7R. CDLLINS'Z F-, Lie. No. 035791,E pPA 10/17/22�4 �.S'Innrnl. E��l ti CD 2 L9 z� z M O1 Q yM V m W N oC O Q W� N 06 ��/� V) z w z w U L9w O Q ZV) 1:4 ii.-_qV) x LL 0 W" W ul L H zW w X — � Q J W Q J � (D 00 O N w O W d 1n JOB NO. 202194 SCALE ill =50' SHEET NO. 18