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HomeMy WebLinkAboutSUB202100179 Plan - Revision 2022-05-11GENERAL NOTES OWNERS: TMPo91oo-oo-oo-oo9oo GALAXIE FARM INVESTMENTS, LLC 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA 22902 TMP ogioo-oo-oo-o3.5oo GALAXIE FARM INVESTMENTS, LLC 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA zzgoz DEVELOPER: RMERBENDDEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 21903 ENGINEER: COLLINS ENGINEERING lao GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 09100-00-00-00900 D.B. 5445, PG. So 5.og ACRES 09100-00-00-01500 D.B. 5445, PG. 54 8.z7 ACRES 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. 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)SIVIGLE-FAMILY DETACHED UNITS (6) TOWNHOUSE UNITS W/ ACCESSORY UNITS (12 UNITS TOTAL) (io)TOWNHOUSE UNITS NOTE: THE TYPICAL NUMBER OF BEDROOMS IN THETH UNITS WILL BE (3) BEDROOMS. THE (6) BASEMENT ACCESSORY UNITS WILL BE 1 BEDROOM UNITS & THE UPPER TH UNITS WILL BE z BEDROOM UNITS. 00) - 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 U N ITS123.36 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=4.31AC OPEN SPACE A: 0.14 ACRES OPEN SPACE D:1.z5 ACRES OPEN SPACE B: 0.44 ACRES OPEN SPACE E: 2.44 ACRES OPEN SPACE C: 0.04ACRES 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, AND PLAYGROUND EQUIPMENT. TOTAL RECREATIONAL AREA REQUIRED: zoo SF x 65 UNITS=13,00o SF (o.3oAC) TOTAL RECREATIONAL AREA PROVIDED:19,167 SF (0.44 ACRES) BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 35 FEET PER PRD REZONING APPLICATION PLAN SETBACKS: FRONTSETBACK:5'MIN. SIDE SETBACK: 5' MIN. REAR SETBACK: 20'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 FEETCLOSERTO THE STREET AS MEASURED FROM THE FACE OF THE GARAGE DOOR. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: MOORES CREEK (MOORES CREEK IS NOT A WATER SUPPLY RESERVOIR WATERSHEDAREA) AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY& SURVEY: BOUNDARY AND TOPOGRAPHY INFORMATION WAS PROVIDED BY ROGER RAY & ASSOCIATES, INC IN FEBRUARY, 2020. FIELD VERIFIED BY COLLINS ENGINEERING IN FEBRUARY OF zozl. DATUM: NAVD 88 EXISTING VEGETATION: PARTIALLY WOODED WITH (z) EXISTING RESIDENTIAL HOUSES PRESERVED MANAGED SLOPES: MANAGED AND PRESERVED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET 1 FOR LOCATIONS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THIS PROJECT. PARKING: TWO (z) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT AND (i) OFFSTREET SURFACE PARKING SPACE IS PROPOSED FOR EACH ACCESSORY UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. PARKING REQUIRED: 59 RESIDENTIAL UNITS ==8 PARKING SPACES 6 ACCESSORY UNITS = 6 PARKING SPACES zz ATTACHED UNITS x (i PARKING SPACE/4 UNITS) = 6 SPACES TOTAL PARKING REQUIRED:130 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: 3.32 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: 187,744SF 4.31ACRES (3z.3%) LOTS: 265,375 SF 6.og ACRES (48.36%) ROW DEDICATION: 128,464SF z.95ACRES (zz.1%) PROPOSED IMPERVIOUS AREAS: ROADS: 71,750SF SIDEWALKS: 19,450 SF BUILDINGS, PATIOS/DECKS: 93,178 SF DRIVEWAYS: 28,310 SF TOTAL IMPERVIOUS AREAS: 214,098SF (5.14ACRES) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS PROPERTY. FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co426D DATED FEBRUARY 4, z005. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN . . STREET ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION z.79 3 TREES ARE INCLUDED WITH THE LANDSCAPING DESIGNTO INCORPORATE STREET TREES EVERY 4o' ALONG THE ROADWAYS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH SERVICE: EACH LOT SHALL HAVE AN INDIVIDUALTRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED PROFFERS. TOTAL PROPOSED NUMBER OF AFFORDABLE HOUSES: io UNITS SEE LAYOUT SHEETS FOR LOCATION OF AFFORDABLE UNITS, AS SHOWN WITH AN ASTERISK (*) PHASING: THIS PROJECT SHALL BE DEVELOPED IN ONE PHASE. GALAXIE FARM SUBDIVISION T.M.9a-i3 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B.1033-313 D.B.2033-313 D.B.629-368 PLAT 40 LOT 3 'LOT 38 / LOT 37 T.M.goA.n-E AV IN ESTATES LLC AVINITY ESTATES OPEN SPACE E D.B.2267-750 D.B.5124, PG.676 I � GMPHIC/ SCALE ( IN FEET ) 1 inc 80 ft. 33 ROAD &UTILITY PLAN (SUB 202100179) SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA , \ � LOT 30 / , T.M.9a-a6D SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.55o, PLAT6o8 T.M.9a-v SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B-979-46 & 47 PLAT OT \ OPEN PACEA \ \ \ , OT 5 � \ OPEN ' CO tB SPACE B LOT •, PROPOSED ' ,' _ `,�:/�RECREATION AREA STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE BUILDING SITES: LOTS 1-59 SHALL EACH CONTAIN A BUILDING S17E THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PRIVATE STREET.' VERA RUBIN PLACE IN THIS SUBDIVISION MAY NOT MEET 774E STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAY AND WILL NOT BE MAINTAINED BY THE DEPARTMENT OF 7RANSPORTARON OR THE COUNTY OF ALBEMARLE. OFFSITE DISTURBANCE. OFFSI7E DISTURBANCE IS PROPOSED WITH THIS PLAN ON THE ADJACENT AVINITY ESTATES PROPERTY, WHICH IS ALSO OWNED BY THE SAME DEVELOPER. AVAILABLE FIRE FLOW 1,750 GPM AT MINIMUM 20 PSI ISO CALCULATIONS: MAXIMUM REQUIRED FIRE FLOW FOR RESIDEN77AL STRUCTURE IS 1,100 GPM. T.M.g,w COUNTY OF ALBEMARLE,VIRGINIA D.B.a979-44,46&47PL, SPACfN. C:,' \ \ \ \ OT12 \ __ LOT:: LOT I , LOT Lora / T 7 LOT PHASE 6 6 I OT 5 / / OPEN` / / SPACED 2 7 LOT �PHASEII� \ LOT -- ------ - -- z6 LOT ' LOT i v z \ LOT OT ' I / PHASE \ \ - \.' LINE \ 43 I LOT LOT LDT LOT I y n 10 1 ¢8 I \ OPEN j. SPACE E Y V -tip-F� LOT 3 / X_ \ \ \ PROPOSED 1 \ SWM FACILITY T.M.9a-a6Ai SCOT TSVILLEROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.wBo, i73 PLAT i \ RD SHEET LAYOUT coE 2o -RS`'`e S ROV- SCALE: 1" = 80' GENERAL BUILDING DEPARTMENT NOTES.- 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVA7ON OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURES SHALL BE PR07ECTED 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 774E ELEVA77ON OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. 774E BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. J. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT - NOTES 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL D1S7RICT 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' (MAXIMUM) O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND REZONING DOCUMENTS. 4) THIS PROPERTY IS NOT LOCATED WIT7-IIN A DAM INUNDA77ON ZONE. 5) ROADWAYS AND PAVED CIRCULATION AREA = 60,634 SF- a 0 TO RICHMOND SOUTHERN PARKWAY MILL CREEK O�. 6 P 64 INTERS�roe PIEDMONT VIRGINIA COMMUNITY COLLEGE u MONTICELLO HIGH LAKE REYNOVIA Q Off/ MOUNTAIN VIEW AELEMENTARY Q LJ SCHOOL THIS Q, PROJECT MILL CREEK f0� SOUTH O� I Q VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER :A PROFFERS z EXISTING CONDITIONS 3 OVERALL LAYOUT PLAN 4 SITE PLAN 5 SITE PLAN 6 UTILITY PLAN 7 UTILITY PLAN B GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 11 NOTES & DETAILS 11 CULVERT, ROUTE 20 & GUARDRAIL DETAILS 13 DRAINAGE MAP 14 DRAINAGE MAP FOR BYPASS STORM SEWER 15 DRAINAGE COMPUTATIONS 16 DRAINAGE COMPUTATIONS 17 ROAD & UTILITY PROFILES 18 ROAD & UTILITY PROFILES 19 DRAINAGE & UTILITY PROFILES 20 DRAINAGE PROFILES zl DRAINAGE PROFILES zz SIGHT DISTANCE PROFILES 23 LANDSCAPING PLAN 24 LANDSCAPING PLAN 25 MAINTENANCE OF TRAFFIC PLAN 26 TOTAL SHEETS LEGEND - - EXISTING FENCE UGE UGE EXISTING UNDERGROUND ELECTRICAL UGr UGT EXIS77NG UNDERGROUND TELEPHONE off EXISTING OVERHEAD ELECTRICAL - - EXISTING EASEMENTS -W W EXISTING WATERLINE �S EXISTING SANITARY SEWER EXISTING DRAINAGE PIPE 0 EXISTING DRAINAGE STRUCTURE ® EXISTING SANITARY SEWER MANHOLE zoo PROPOSED CONTOUR EDGE OF PROPOSED PAVEMENT Y v Y n v v v EXISTING TREE LINE EXISTING GRAVEL 1000000000001 DRAINAGE DIVIDE - - - -20 - - - EXISTING CONTOUR EDGE OF EXIS77NG 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 ® PROPOSED SANITARY SEWER MANHOLE PROPOSED ASPHALT DRIVEWAY 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 506.2J EP PROPOSED SPOT ELEVATION TC DENOTES TOP/BACK OF CURB EP DENO7ES EDGE OF PAVEMENT 506.71 TW PROPOSED SPOT ELEVATION 506.21 Bw TW DEN07ES TOP OF WALL BW DEN07ES BOTTOM OF WALL Lic. No. 035791 4129122 z z ILL LU Z 2: X U1 f � 0- o o W In Ln z p z LU p °}}a � c}z � v Zr Q j F p 0 w O p U Z= I u U1 a O LU > Q `6 Oz Q LU LU w J 0 O � W Q a a a CL o LU m LU f LU LU LU w m U1 CO � LU . o LU ce w LU cWn > o a W� Z .. LU LU c tie LU LU C N z � N C dN .�-I 'M-I N � 0 W U X W U W J < z V (r V W W J� J~ W 0 Q 0 O O N U w w O a LU U1 JOB NO. 202194 SCALE 1 "=80' SHEET NO. 1 G SEPTEMBER 17, 2018 PROFFER STATEMENT FOR APPROVED ZMA 201800012 PROFFER STATEMENT GALAXIE Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tax Map Parcel#: 09100-00-00-00900and 09100-00-00-01500 13.362 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 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"). Aura 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 "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 County 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 (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 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 1(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"/u) 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 (1111-1") to Planned 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. Winner, Ma llie allre P. Haynes and Jasper L. y p Haynes shall hereinafter collectively be referred to as the "Owners." The Property is the subject of the zoning map amendment application #ZMA-2018- kno wn own 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 County 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 par 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 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" 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) maximum sales Price/loan limit for first-time homebuyer programs at the beginning of the 180-day period referenced in Proffer 1(AM) 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 180- 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 units) will be 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 I 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 IB. n � p g p I 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 1 B 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-curent 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 I" 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 (50") lots. In any event, Owner shall have completed the Galaxie Farm Lane Connection prior to the completion of ninetieth (90th) 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 net rent for each For -Real Affordable Dwelling Unit may be increased up to three percent (3"/"). For purposes of this Proffer 1B, 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 -Rem 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 IB 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 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 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 Gahtxie Fans 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 (500) lots. In any event, Owner shall have completed the Galaxie Farm Lane Connection prior to the completion of ninetieth (901°) 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 Fans 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: By: Anna Marie Witmer By: David S. Witmer By: Mallie P. Haynes By: Jasper L. Haynes 5 i 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 WITNESS the following duly authorized signature: Owners: By: Anna Mane By: David S. Witmer By: Mallie P. Haynes By: _ Jasper L. Haynes 5 NOVEMBER 13, 2019 PLANNING COMMISSION APPROVAL LETTER FOR ZMA 201800012 0 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 Galfdmy 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 moddicabon 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 a my b vote of f r pp ed y a 6.0 or the 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. Tny,4pr Ned Principal Planner Planning Division cc: David &Anna Marie Witmer 444 Rockwood Dr Charlottesville VA 22903 SCOTT/R. CIOILINSZ Lic. No. 035791 ` A 4/29/22�� Z 5 Z O J F- ,A V/ a as O Z 0 O 0 Z O a 5 Vl W to H U) J W Z Ce F- Z W f In O Z i ~ H w f F O O O F Z O 0 O U Q a U 5 >CL O LU Q a a > O O ix WMWWLMU W a w > o w twi) a LULU N N N ­i N N N NrN N N .\+ 00 N in O\1 O\ rN rN , -I , -I N •--� ti O N to 7 7 C' Z N �y LL � W N z N W J 0— Q Z > o LLI Q J J ' ^ V / 0 w ~ LU L. Z U LL O Q LL LL WU w H4 X y < U1 w J ZU V W LLI W 00 U U(N O w I O rY a W 2 in JOB NO. 202194 SCALE N/A SHEET NO. 1A / NOTES:1THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS / I / I BASED ON FEMA MAP NUMBER 51003C0426D ADOPTED FEBRUARY 4, 2005. I I TH 0 I I � _ 2. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY ROGER I / � / / \ � �� / � � / / � / / � / O CSCOTT R. LLNSZ / W. RAY & ASSOCIATES, INC IN FEBRUARY 2020. / / U Lic. No. 0357911E TOPOGRAPHY HAS BEEN FIELD VERIFIED IN FEBRUARY 2021. I / /4/29/22�4 3. PRESERVED AND MANAGED STEEP SLOPES ARE LOCATED ON \ / / % °'xTHE PROPERTY AS ti ARE IMPACTED WITHHOWN. NO THE PROPOSED ESERVED DEVELOPMENT. STEEP SLOPES / V / / ss7oNAL EgG MANAGED SLOPES SHALL BE IMPACTED IN ACCORDANCE I / / / / \ TMP: 09100-00-00-01000 \ / / � / TMP: og2oo-oo-0o-oo8Bo WITH ALBEMARLE COUNTY REQUIREMENTS AND REGULATIONS. I OWNER: COUNTY OF ALBEMARLE / OWNER: COUNTY OF ALBEMARLE SCHOOLBOARD ACREAGE: 8.34AC A ^ -� 4. 100' WPO STREAM BUFFER IS SHOWN. / / \ ACREAGE: 8.33AC ZONING: RiRESIDENTIAL 5. EXISTING WELLS SHALL BE ABANDONED PERMANENTLY IN / \ ZONING: RiRESIDENTIAL D.B./PG.: 1979/044 — ) ACCORDANCE WITH THE VIRGINIA HEALTH DEPARTMENT I / / \ D.B./PG.: 1979/044 GUIDELINES AND REQUIREMENTS, AND IN ACCORDANCE WITH 12VAC5 630450. z z 0 0 / z 0 o EXISTING STREA / LLI ¢ m F 1n 1n g I / EXISTING POLE AND OVERHEAD / J u z o z 0 p / XISTING TREELINE POWER LINES TO BE REMOVED / r / p g � = v I / / EXISTING COUNTY ¢ z o O F- PRESERVED / / w o 0 0 0 0 \ / / j / I I I EXISTING GRAVEL J I / / ROAD TO REMAIN.,,v�/ STEEP SLOPES / z J J w �% / / J :+ Lu Lu /jw ww�XTING WPO ❑ -60A3 ( . � 56y.5$ n2 V A /STREAM BUFFER ` \ � oLLI EXISTING BD UILINGS p / / / \ / W z w muEe TO BE REMOVED — / / °A' / .. > m \ \ f PROPERTY LINE TMP: o zoo-oo-0o-o12Ao 1 I A6 w w OWN THOMAS,DANNYBSR \ \ / / / / /28�j \ \ ACREAGE: Rio.SiAC RESI \ / TMP: COUNTY oo OFAL oo " / I I I -r' \ n ZONING: RI RESIDENTIAL OWNER: SCHOOLBOARD EMARLE \ CAS W B/PG.: 176/131 \ Z Z ACREAGE: 15.8E AC ZONING: RI RESIDENTIAL \ �� / \ D.B./PG.: 5258/620 �- \ S �.� C I II� CO � / J / \ ESfR DVEEP LOPES N N N N EXISTING POLE AND OVERHEAD 6 / N N N N N POWER LINES TO BE REMOVED �� �� �� 1 / / N N 00 N II CD .-- p \ t j A A I 490 / EXISTING i5" CULVERT '" ` _ _ 000 TO BE EXTENDED \ i 1 EXISTING PROPANE TANK ^98 I � � � � EXISTING SANITARY SEWER \ \ \ \ \ \ \ TO BE REMOVED / /� ( L /T TO REMAIN \ \ \ \ \ \ \ \ \ BE AB D�IIED \ � I EXISTING CULVERT / TO BE REMOVED EXISTING GALAXIE FARM 5�59 \ — l \ / /J l / J/ �� /LANE ROW TO BE VACATED L LIMITS OF PAVEMENT DEM / ti <; s (z 2) \ \ ) / / � \ � zo ROW, io' PAVEMENT r� I o / EXISTING PAVED DRIVEWAY �/ '-b D.B.3. 8- 0 2 PLAT TO BE REMOVED / / �� � ✓ � � � � 9 59 r59 � / \ \ ROPERTY LINE \ \ I S3 boo\ J U I / �IN PA ED DRIVEWAY, / �D.B.219-357 PLAT z l _ _ :: - 0 BE REMOVED IS 4'30"w ` \ L DBzi9357 N 32i°. 52� \ / /� 1s s7' 2 & Id / D B big 366, 368 PLAT y _ I I o F RM a / EXISTING BOUNDARY ^ /N61775.� TMP: I ogloo-oo-00-01300 \ g / // XIEFA LANE ,;,..... 36 g5' J / \ / TO BE VACATED N OWNER: COUNTY OF ALBEMARLE \ - l\ \ GALA 33 J / I -4e�IS �/ / -o� - \ 52' � S51 39 29 SCHOOLBOARD S43 / ACREAGE: 15.96 (2 02 IF 179.19 5 9 47°5 5' 126.9 ZONING: RI RESIDENTIAL � � �— �_ �� I I \ D.B./PG.: 10961737 �� \ Y / EXISTING TREELINE / �S 1 � ���' � PORTION OF EXISTING GUARDRAIL\ TO BE REMOVED EXISTING BOUNDARY sz �� ���N \jEXISTING FENCE / / / J TO BE VACATED s b _ S,6'5 � / �`�" TO BE REMOVED \ O 7 TO REMAIN ( w o _ / / h i / i i// / / / / I ` /COUNTY DEFINED \ / / 5� `�� \ I I \ N \ \ `EXISTING TREELINE/ //ryoh`e/ / / / / / / / / J EXISTING FENCE ANAGED STEEP TO BE REMOVED / / / / TO BE REMOVED SLOPES, TYP. J (E) 20' PERMANENTACSA h z0 z V / I I EXISTING FENCE X 1 \ — �j / / / / z / - / EXISTING BUILDINGS I SANITARY SEWER EASEMENT �� \ \ ( Q TO BE REMOVED \ 1 \ / / / / / / / / EXISTING TO BE REMOVED "� — i I (D.B. 3-79, PG. go, 95) PLAT / \ \ \ i Q Z EXISTING TREELINEi / / // / // // i / DRAINAGE DITCH \ TO BE REMOVED EXISTING COW J BRANCH STREAM �/ W /EXISTING BUILDINGS \ / f — — — TO BE EXISTING GRAVEL DRIVEWAY �J / X Q OVED TO BE REMOVED / W r � W Z TMP: ogiAo-oo-oo-000Bo / / / / / °r l - f \ OWNER: AVON PROPERTIES, LLC / / / / / / EXISTING FENCE "�i" O °� / ACREAGE: o.83AC (/ _ EXISTING o' // / TO REMAIN ' / / ` r � ZONING: PRD- RESIDENTIAL o UTILITY EASEMENT / / �� ROPERTY LINE \ I EXISTING WPO J / v /D.B./PG.: 4894/228 / — / — 480 I STREAM BUFFER �� 7/ l �� Q UI 5 .5 TMP: ogloo-oo-00-01800 OWNER: WOOD, WENDELL W \ Q 7 ACREAGE: 153.24 AC � Z \ZONING: RURAL C� O S S ...? ;. ,.`. .rs n >� _' ;,,,.' _'-..:. ;. I / ?✓ / / / D.B./PG.: 2727/674Lu �� EXISTING SANITARY- — EXISTING UNDERGROUND �' 84 / W SEWER TELEPHONE LINE —o6t ` / /�� �- -� W TMP: �a EXISTING iz" DIP �I / OWNER: AVINITY ESTATES, LLCs6 \ - TMP: ogloo-oo-oo-m6Do ,ACREAGE: 2.24AC �� WATERLINE ZONING: PRD- RESIDENTIAL \ OWNER: SCOTTSVILLEROAD EXISTING30' BENCHMARK 4 / - (n " HOLDINGS, LLC I I \\ Z D ZONING: : PRO- 76 �.:,<- `— / \ _/ I UTILITY EASEMENT NOTE: THE STREAM BUFFER SHOWN HEREON , ACREAGE: 2.22 AC - \ I / TOP OFSEWER / / / SHALL BE MANAGED IN ACCORDANCE WITH D.B./PG.: jzn/7IDENTIAL - - -- I MANHOLE Q TMP: ogloo-oo-oo-o16A1 \ 3 I 473-345, / THE ALBEMARLE COUNTY WATER PROTECTION \ W IIOWNER: ALBEMARLE CARTER ELEV. D.B./PG.: 34 / g TIAL MANAGEMENT / MOUNTAINS MAN ORDINANCE. \� W (n ZONING RIRESIDEN / So 06 �1 J _ �,X 1 \ I ► I \ (E) zo' PERMANENT ACSA O SANITARY SEWER EASEMENT Vv \ \ I I I (D.B. z940, PG. 530) PLAT �� O � � a Lu U, JOB No. 202194 w \ /� / / GRAPHIC -St-ALE SCALE 0 1 / I I I / / / ' / 0 30 60 120 240 \ III I I 1 I I II// / ill= 60' SHEET NO. ( IN FEET ) 1 inch - 60 ft. 2 CHORD BEARING CHORD DISTANCELINE RADIUS LINE LENGTH C1 S75040'51"W 149.57' 5689.58 149.57' C2 S76048'59"W 25.09' 5689.58 25.09 C3 S73'32'54"W 173.95' 1472.4 174.05' 6 z w w Z z Z w z J J 0 U 0 0 U C a x 0 0 s 0 0 U y 0 0 U `o c o� a 0 U 2 c 0 U O a E 0 c 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 PLANNED UNITS RESIDENTIAL RESIDENTIAL 1 2.2AC 12 12 2.20AC 14 14 (SFD & SFA) (SFD) RESIDENTIAL RESIDENTIAL 2 0.95AC 8 8 0.86AC 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 1.65 AC 11 11 1.50 AC 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.gz-1zB FRAZIER, BEN & MAI D.B.521, PG. K T.M.91-1zA THOMAS, DANNY B SR WB.176, PG.131 D.B.1049, PG. o86 PLAT T.M.gi-z1 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT T.M.91-13 �YY SCHOOL BOARD OF ARLE COUNTY, VIRGINIA D.B.2033 313 D.B.2033 313 D.B.61g-368 PLAT COUNTY OF ALBEMARLE,VIRGINIA D.B.2979-44,46 & 47 PLAT T.M.gi-8B PROPOSED COUNTY OF ALBEMARLE,VIRGINIA LOT LINE D.B.1979-44,46 & 47 PLAT (TYP.) - �B OCK�`l\ PROPOSED 56658y2<E 4D � �i 1 LOT7 / BUIIL ABLEE _ A \ LOT8 1 I / AREA(TYP.) LOT LOTg \VA \ - // / 6 A\ 305r N76'25'14"EOPEN SPACEC \a .. �\ LOTzsVA\//4��0A _ -_ \ \ - >r PHASE 1 LOTS �. 2+00 12 V / LOT M RIA E CURIE COURT � zz , / PROPOSED PUBLIC ROAD - :'•', k / (49' PUBLIC RIW) - - OPEN .:. '13LOCK 7. ) - CK 1 \ o i SPACE D /.. /' 13.83' �I LOT 23 LOT z \ .,Y, . .:•�: .,• ; . ; __ � cu�\ LOT z \ I I LOT 3 LOT y •r . \ BLOCK T LOTa4 �\ 1 GREENING B 6 `9• \ O ` - U r 60 GALA EL) 2+00 FARM LANE 7� �• - PHASEX _ � IDTHfiUBLIC-R 18+00 \ ` 17+ J �_ - LINE-Y�00`� y V - 6'33,„ 25.4 XIE ' OPEN ,LOT / 64 85 S4. �- , . 5 - - - - - SPACE a .. 5E14 LOT / 2 I � LOT y1 LOT 42 III �� 117.14' 4`rE�26�5 _ _ - _ 55 OPEN / / / • '� ,•}' . J BLOCK 3 LOT SPACE B I jL'•''•' --- -- - 6 0. AC) SFAEE£.'.' 5 44 LOT - -- -- 3 / 43 - - a /... G ( ) I r - � I y4A f l I I I I I -1 I - w ; _ L � J - B 4 L I LOT LOT - u w I I I I / I I `I I I` a w I I - I 1 I _ I z6 -- I � ,--- � ---- = --4 1 BLOCK- •, •:.., . i LOT LOT 1 LOT z LOT / LOT LOT 8 1 LOT 5o S 5 / 47 4 49 LOT N \ III LOT 44 LOT 45 LOT 46 I I I I 53 \ I I I 1 - - I I I I I \ Z I I LOT 0 � 1 I 1 I K2 Cr(l ry - p J �• L OT _LI - I I . I '1 w• n� LOT Q - PROP �.,Sff7 �� t C� - 1 --�- Rl36NER6AD 18 \ \\ i-- I - i- -CHASE IIPUBLIC RAN)I �LOT16- Q' \ .LOT . • . • . • •' ':•' 4"-: • ,Ri `I I I 0 4� -- ' ---1 I I ;. _ � LOT ' •' •''••'''• ••�'::•'.'•' .%l -I - - -- -I I I 1 I I 1 I \� •/• i I I I I��) I I I I I I I I��; I I I I I I -„ I I��I I I I I I I I \\// / •,_•,• - _ 1 LOT LOT z LOT z LOT o III I LOT LOT PROPOSED % ♦/ z" LOT 38 I LOT 37 LOT 36 LOT 35 LOT 3y 33••- 3 3 3 I I LOT zg ' LOT z8 * LOT LOT LOT LOT z 22 \ SWIA FAaury LOT40 1 I I -. I I I I I ••-I +' I z7 z6 zS 24 3 i' :• LOT 39 l . _--- --• , I I I I I I I � / .•, . 1 5 BLOCK 6 -- _ sBs6' s1 s.s7' o � t -- , , N 9'16'45"W 97425 T.M.gzA-B T.M.g1A1-E T - N39 pp T OPEN SPACE,PHASE IV,AVINITY AVINITY ESTATES LLC ' S9 W 242 11 AVON PROPERTIES,LLC AVINITY ESTATES OPEN SPACE E T.M.gl-16D p �� g7 D.B.2267-750 D.B.2267-750 SCOTTSVILLE ROAD HOLDINGS LLC o 09'42"W D.B.4894-zz8 PLAT D.B.51zy, PG.676 + - i C/O KAPPA SIGMA FRATERNITY o ` 0 2 4 D.B.3257,PG.702 D.B.55o, PLAT 6o8 / T.M.91 z6Az \ \ GRAPHIC SC ( IN I FEET ) 1 inch 1= 50 ft LOT NUMBER LOT AREA sf BUILDABLE AREA sf LOT NUMBER LOT AREA sf BUILDABLE AREA sf 1 6,216 3,529 31 S,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 5,762 3,396 35 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 4,976 2,888 42 5,767 3,391 13 5,353 3,262 43 6,313 3,876 14 7,482 5,065 44 1 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 1 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 1,500 1,000 27 2,455 1,439 57 1,500 1,000 28 5,089 3,062 58 1,500 1,000 29 5,237 3,182 1 59 1 2,024 1,100 30 5,243 1 3,185 SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.1o8o,173 PLAT T.M.gz-z8 WOOD, WENDELL W DB.1727, PG. 674 ll SCOTT7R. CTIILLINS'Z F-1 Lie. No. 0357911E P 4/29/224 0 z g� z O J � � S ` a < FElf o Z w o Z O ¢. � J ` i O U) r/ w m t c _ ul) < Q W H ZL zz i w Ln 0 z w Ln F- (f) w g w > w z u s 0 U Z U F- =) Ln Q O 0 U a w > g J Lu a- J O a a a o Z p > w � ) )n m M M w w w w a w a w LIE Q i w U)) a i �w ctf Ln N N N ti W � 00 M 0� ti ~O N M V 7 Cn L9 n ZCN W N O z O-) W N m a a Z i a Li _J 0J L9uj W O Z O Q J Q J Q W LL J w< 1- 4 w Q O W Z V W W /F- V I I- w Q 0 0 O U0 N � w a w In JOB NO. 202194 SCALE 1" = 50' SHEET NO. 3 GENERAL SITE PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER 9° '�; ' +a ' > + T. M.91 —8B CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES T.M.91-10 �' \' , ' ', +', COUNTY OF ALBEMARLE,V ZIABETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL COUNTY OF ALBEMARLE,VIRGINIA �'���D.B.1979-44,46 & 47 PL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY D.B.1979-44,46 & 47 PLAT PROPOSED VAR. WIDTH �' \ CONCRETE OR PAVEMENT BEING PLACED. RETAINING WALL MAINTENANCE 6s : \ ' + ', , ' tr ++ , ADDITIONAL NOTES: 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE PROPOSED RETAINING WALL EASEMENT(D.B._, PG._) \ A THE zo' PROPOSED LANDSCAPE BUFFER SHALL BE LOCATED - + + > PROPOSED LOT LINE NE(TYP.) THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. SEE DESIGN ON SHEET 1 ' Ypl � I r — °SE`; g ' > ' ♦ WITHIN AN EASEMENT ON THE INDIVIDUAL LOTS. THIS BUFFER 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND / ' 'EjgPIC I ASPEN L —%3 s1 / / \' i, IS FOR THE DOUBLE FRONTAGE LOTS 1-4 ALONG MARIE CURIE DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS $i ' z� I 1 / / COURTAND GALAXIE FARM LANE. ' ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL tis'*' \ \ I I LOT / / / \ \ i ' •+ ® BOTH UNITS LOCATED ON LOTS 23-26 SHALL BE AFFORDABLE VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR PROPOSED PUBLIC RIGHT-OF-WAY DWELLING UNITS MEETING THE AFFORDABILITY \ CONSTRUCTION. TO EXTEND TO THE PROPERTY LINE FOR / PROPOSED BUILDABLE AREA TYP.) \\ 5 \ PROPOSED LOT LINE'(TYP.) GARAGE ] I / ry / \ \ ( COUNTY DEFINED REQUIREMENTS AS STATED IN THE APPROVED PROFFERS. IN ONSTREET PARKING IS ONLY PERMITTED WHERE SHOWN AND LABELED ON THIS SHEET. NO PARKING' INTER -PARCEL CONNECTIONTOTMPg1-10 �� i \ \ co I r=rx= / 9s / \ \ - 4 i I 3> / //. AF + PRESERVED STEEP ADDITION, THE BOTTOM UNITS ON LOTS 22&27 SHALL ALSO SIGNS SHALL BE INSTALLED IN THE REMAINING AREAS. ONE (1)'NO PARKING' SIGN SHALL BE INSTALLEDGE \ I 1 / / /+++ '+ + ' SLOPES (TYP.) BE AFFORDABLE DWELLING UNITS MEETING THE EVERY150'. _ - �' \ LOT',G''`*�\ '+ '+ + ',+ + +i, AFFORDABILITY REQUIREMENTS. THERE SHALL BE(10) S. ATRAFFIC MAINTENANCE PLAN IS REQUIRED TO OBTAIN A PERMITTO WORK WITHIN VDOT RIGHT OF WAY. g4 \ \ \ 8 I 1 I / / / / LOT <'asoF¢ AFFORDABLE UNITS TOTAL. THE TRAFFIC MAINTENANCE PLAN SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON. _ �� \ °E`"Krs�.\ \ \ I I _ __ I / / / ,�9 \. 's. \ *' / ✓ P"c 6 \' © THE SIX (6) PARKING SPACES ADJACENT TO LOTS 22-27 ARE \ A CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TRAFFIC MAINTENANCE PLAN SUBMITTAL. / SPEN \\ +f'+ RESERVED FOR THE ACCESSORY LOWER LEVEL UNITS FOR \ \ °Eck G� P / / / LOTS 22-27. ONE (2) PARKING SPACE IS ASSIGNED TO EACH 6. VDOT WILL NOT MAINTAIN SIGHT -DISTANCE FOR PRIVATE STREETS OR ENTRANCES. / / PROPOSED VDOT STD. +++' ++f' ++i' ++ UNIT. THE UPPER LEVEL UNIT EACH HAVE TWO (2) SURFACE / NO PARKING' SIGN (R 1) �\ \ SPEN. \m\ Gpap 18 i ` �/ \\ / i / + / PARKING SPACES IN THE DRIVEWAY. 'PROPOSED SIGN STATING STUB-0 UTISA \ oEO= s\\ P w\ LOT \.,*"\ \ \ \ C ✓ \ + ' , ' f ' + ' a t + + + t+ + SITE FOR A FUTURE ROADWAY CONNECTION \ �mi*'� / / j 5 / ♦ ' + ' , ' + ' ift +, 9,•+ + , + p�ENtt PSPE LOT + + + > + i +iiOAQE C + '+ N + ♦ + ' + t GE \ �\ 10 \ '�' \ � ,� \\PROPOSED r (ao4AC), + ' + ' R 'R \ GpRP \�\ PROPOSED VDOT STD.\ CONCRETE SIDEWALK: g LOT "i3\ PROPOSEDENTRANCE (STD. 'NO PARKING' SIGN (R7-1) {G-gD ENTRANCE (TYP.) / r LOT \S� \ 11 PROPOSED VDOT STD. � \ 1 + t + + 'NO PARKING' SIGN (R7 1) FRONT — : < \ 5 I++, r + ' ' ' _ _ ETBACK (TYP.) ` PROPOSED PUBLIC \ \ \ I , f+' f f , + RIGHT-OF-WAY (TYP.)++� +i , + , + , + + ♦ f ,iti f+' ++' ,+' + 0 i w �\ i +f taf �♦ ' ,+ + f + + rais, +III, III, +, ♦♦12 12+00 ,�, \ / > + ♦ fi ,t ++ \ / LOT Q.01P \ F \ i o'R� MARIE CURIE COURT �f + ' _ + ♦ ,i ,t ++ f + 1 12 \iD- 2o_EI �\ _ 11+OC. PROPOSEDPUBLIC.ROAD ��' y+ f' ',�', f ++' f f i ♦ + f ' + ', +' f+ +> + +i f+' ++ , , i♦ 1 0_ N (49' PUBLIC RIW) L i , ' p0 GOW BRANCWSTREAMf t \f\' + O, PROPOSED VDOT STD... , -f', + '+ ♦ + +it ' + ,++++ ,t+ , ♦ , + + + t + t + +t\, + ' f '♦ + CG-6 CURB (TYP.) , ' + + + ' is + + ♦ , ♦ t + ' , ' + tail ++ ' + ' + +' +♦ ' > ' ♦ t , > i ♦ -. ♦ , PROPOSED SINGLE FAMILY _ - I a — — — _' \/ :. 7z : PROPOSED VDOT STD. o + C t> + , + , + , + + ♦ + ti , ' + f ai i + + ti +'+ + i't + + ,+ + , i , \+ , i , + , + , > DETACHED HOUSE W/� — a PROPOSED VDOT STD. 6x _ — -I `. NO PARKING SIGN (R7-1) 0 PROPOSED 6 1 + t ♦ + 'a , ' + ' + ', f , + , + ,tr , + f ' + + ra ', ' r,:t , ' + , ' 1 SPACE D' ♦ + ' f+' +rt , ' f ♦ + f ' + f f a TWO CAR GARAGE (TYP.) _ _ — — QO STOP SIGN (Ri-1) ''D PLANTING STRIP (TYP.) -, + + A. + ♦ + + f i , ♦ ' . ' f +t , t ,, i + ,a i + , a ,+' , , \ 83d k STREETSIGN 64` i'\ I I\ + (1.25tA�a) t, + ' ♦♦ ' ♦ ' , ' ♦ ' + ' f ' + ' + ' , f ' + a ' + a A + t, ' �+ t ++ + ' �9+ ' ++ ' > ' r + ♦ a O ...' .. .. , + + f , �> f + f , + , > i > + ♦ f > i ♦ ♦ ' , ' , ' , 't+, '+ , +++, ++' +± , +i , a , ++ , > , +} �♦ i , i ♦.'+ ,i+t ,+'+ ,a+' i 1 I I \ i I \ ' / \ is , + > i ♦ + ♦ + + ' f ' + + + ♦ + ' , ' + ' , ' f + a + ♦ ' , ♦ ' f ' + + ♦ LOT ' 1 I \s :O,o f + , , + , + > + ♦ + > ti f ♦ '+ , ' f + a + ♦ > \ ♦ + ' , ' + f a .: O ✓ PROPOSED VDOTSTD. \ \ \ I I 1. F'. a , + , ♦ i > +% + > ti + aIII. I I I O PROPOSED VDOT STD. I 1 \ I\ \+ + s + ♦ ' f ' f ' + ' f ' + ' + ' > ' i ' ' , ' , ♦ ♦ ' f ' + + ' f :.-..:+ + ♦ ♦ + ' f ' ♦ f ' f o .p �Q\C'.� 'NO PARKING' SIGN (R7-1) \ \ \ I LOT I I _ \� ♦ ♦ ' > ' + ' f f + + + ♦ f ♦ ' + ' f ' + f t' ' ♦ ' ♦ ' s ' ♦ ' + ' f ' , !:" + f i f ' + f ' , , i , + , , i , 1 13 CG-6 CURB (TYP.): \ GARAGE I II I\ \, + a , + , i > + ♦ a + i ♦ + ' , ' + f + ♦ , ♦ A, , ' f + a + ♦ ,: ♦ + ' , ' + + a w =r t G6 GAO \ \ 2 PROJECT BOUNDARY 1 L� _ = 110, ����� �. \ \ LOT \\ \ I II II. I \ I\ pGE i', L!1 \ I :I I I + ♦ + � + ' , + + a ♦ , ♦ t f ' f + + ♦ + ♦ + ' + . , r + + , a , + + , , t i + + a i + + f r t ��< L � � GAR + t + ' f + + i \ ♦ f ' ♦ ' + ' f ' + ' ' + ' r + + f + + + + + a . (J - _ — 'Z:�.G \ GPRpijl 1 \\ \I II I II GE LOT ilk I\ LOT t=ix=i) \ \ + f Ji+f + f + + f + , f f + f + > \ + f , + + f + ++ ♦ f fY' PRO POSED VDOT STD., h� / W o PROPOSED S' \. r1 \ , + is ♦+ +♦ ' , ♦tt +rt , ' + ' , + ti f + ' f ' f ', + r + f + / c \ I — I a='xz31 I\ :_ 6♦'♦ ♦ f + PROPOSED 5'PRIMITIVE + GR-2 GUARDRAIL W -- CONCRETE SIDEWALK \ d \ \ \ I ASPEN — I I I 3 I\ 14 I 1 �+ + TRAIL, SEE DETAIL SHEET 10 i� _ I \ of > +' + 1 I N \ \ \ 1� ao.s :1 I I \ \ I It♦ +� ++PROPOSED RETAINING WALL f ++ a t' '\ + a + + + ' i t, ' +, ♦ . , + ' f ++ a I. + ,+ + f + + + _x+� \ f DEC I I f f + i + + ' i ' , ' ♦ ' f ' f ' + f + + f ♦ + 's: + ' �\ \ VAR. WIDTH SIGHT II I �/ , + f ♦ + + 'a , ' + ' + a + , > + + + + ♦ + + i , + + + + + , ' . t .' �+i' /:. . i W - I LOT \F' ' v D' \ \ \ °E`K �� \ DISTANCE EASEMENT I I , ` + +SEE DESIGN ON SHEET B + ' f ' , +' , + + , + + > W _ 1 PROPOSED VDOT STD. - �\ °'- PROPOSED VDOT STD. (D.B. PG. _) IIPSPEN _ — \ II PSPEN 1 I + , + + 4 �'•:. \ + ' >+it f ' + ' ' PROPOSED ' I. ' +PROPOSED VDOT STD. + f f 'NO PARKING' SIGN (R7 1) m 'NO PARKING' SIGN (R7 1) \ f DEa \ / / ' + + ' f ' ' RIGHT-0E-WAY + '$PEED LIMIT SIGN (Rz-1) , Ln TWO (2) 8'x2o' PROPOSED :n o-° O \ '� \ I II oDEC, I xils\. '�+' � + + i PROPOSED 4' . f f ' t + . } DE PROPOSED VAR. WIDTH + f ' ' I ONSTREETPARALLEL O- I ' I O II w-\ PROPOSED I I \ws / RETAINING WALL MAINTENANCE BIKE LANE > ' + '+++ L�LJ PARKING SPACES PROPOSED 6' PROPOSED VDOT STD \ EASEMENT DB PG ' ' + + ' ' + ' SCOTT/R. C`DtLINS'Z Lic. No. 035791 A 4/29/224J Z g� z ; � ''AA Vl _o � � � zLr) Z 0 J L O H � L L L H ui z E ce L F- Z J f F- o L 5 w > _ >O 0 U r O O F j ((A =O O Or uU a U > g as J J LL 0 C a Q a a> w w ED w (n m ti Ln [1 W Q W > J LY Le W w En Ll W U) I � ..+ .-I N N N N � N � n N N � � ti ~O N (+1 7 7 STREETSIGN ( .i ) t , + , ♦ , r , ♦ , , , ' f t + ' , a ''., ' z - PLANTINGSTRIP(TYPJ _ _ STOP SIGN(R11): J TIEINTO EXISTING 1 . I z — -{ •b \.. i? \PR\OPOSED PROPOSED 20' I ♦ ', �. t ++'' f ti' + i + a + a + + + ' , t, is ',ia ' i> ' ��+ , -+ ', rt'+t♦� SHALL DRIVEWAY. CONSTRUCTION TORE SPEED LIMIT VDO (Rz � — — - — — \ VDOT STD. LANDSCAPE EASEMENT �+ PROPOSED U ' p —CG-12(TYP.)— — — — — — — (D. B. PG. SUBJECT PROPERTY&PUBLIC '> 4 SIGHTDISTANCE-z8o' — — — — — — — — — TIE INTO EXISTING GALAXIE FARM LANE. � - -: -- � - � 2' CONSTRUCTION SHALL BE CONFINED TO Q - RIGHT-OF-WAY, AS SHOWN. - �' \ PROPOSED VDOT STD. SPEED LIMIT SIGN (R2-1)THE SUBJECT _ RIGHT OF WAYRO$$HOWNPERTY & PUBLIC 18+00 1 - �. _ _ _ r+$Q, AXIE FARE `I` ( p.1D I 12+00 3OO'R '. w +♦ + ° 3 _ ED PUB R ) �; 77 0 / zPNc� 1f/ 16+00 sy 5+00 a �a �ANc POP WID�HPUBC w / RI 5'FRONT 17+ O gGN�O\� PROPOSED \ _ w — SIGH -' (V PR' 1 ,� z5R 1?. TISIATEORTESzoNG — fi4+00.. _ 1 / PHASE W VDOT STD. —ti _4 a y rS TTSVILLEROAD SETBACK - — :� ECG-12(TYP.) PROPOSED ry _ _ —.w — --�— — N (TYP.) — 4� ° STREETSIGN "1 — 00 3oo'R PHASE II t tfi' ftt ' PROPOSED VDOT STD. t,f+ STA. 1o+00 — - - — — — — GHTDISTA _ — — — m CG 6 CURB (TYP.) + „ a fi + r > f > t r y i - ♦ f -- -- ------._.-. + ♦ , , , , is i �1 + f + +. a > 3J, — _ _ 1 . . a _ ' f M r � % — — — — — o , PROPOSED VDOT STD. ' � ' /� �' Q THREE (3) io'xi&PROPOSED PROPOSEDVDOTSTD. o _ — f PROPOSED 5'PRIMITIVE +, ' ',tr tYf , + , +', +', + PROPOSED VDOT STD. O 'NO PARKING' SIGN (R7-1), + ry � STOP SIGN (R1-1) + ' -, i+ + + ♦ + a t f, ' f, ' + PROPOSED VDOT STD.+ f i + / ONSTREET PERPENDICULAR LOT fit r + ,' r t + r r 'NO PARKING'SIGN R 1 TRAIL, SEE DETAIL_$HEET 10 ,++ , + + , tip ' , + , 't I. , , , , , , i ♦ ' t PARKING SPACES x ¢ - ' PROPOSED /y I / +>+ PROPOSED VDOT STD. a �+ (7-) ,t , , , -+ + i + + i , , - f r , .NO PARKING' SIGN rOPEN to Q- a-m � 5� +" SPEED LIMIT SIGN (R2-1)r + fi , + ti > +tt , ' f ' i+ , ♦ , t ,♦' , t a ' f ' , ' a , t , , ti, + , +t, 'i r , ♦ , ♦ ♦ t f ' , ' a ' 3i "a 54 a I "' fs REAP +ti ' . f I o„. I + f + r r ' i '♦ >f't +, tt +, if t if a ♦ + ♦ f t PROPOSED VDOT STDa i'tt j g 'C,+z CONCRETE SIDEWALK PROPOSED VDOT STD. ++' LOT. f i ' > ' + ' + + 5PAC� A >, O t ' r ' ' ' >' ' r ' ' ' ' >' + + + r + ' STOP SIGN ro O , , ' , , , + , 10' — a SETBACK s: 1$� � I( L �-. I / t,PROPOSED SINGLE FAMILY, t+ >+ + ♦ , ' , a , , , � + > � , , , + , , , '+ 3 + ♦ . ' , , a SPEED LIMIT SIGN Rz-1 75 TYP.) � "' ^ DETACHED HOUSE W/ (R1-1) / '+ ♦ 'itQ.12 AC+) ( ( ) t O 1 , + , r ++ > ++> i+♦ ,a+ t,+, ' , , + i TWO, CAR GARAGE (TYP.) ♦ ' / + + + + ' + ' I• I , , , , , , , ! r EX ST NG STREAM TYPJ > , � , , a ♦ r ` a to > ♦ �...' 16' O PROPOSED _\+i fi +i +i >+ ♦ ♦ ♦ ' , ' , ♦ ,it, +i > ai fi +it r+i' > +PROPOSED VDOT STD. i,a +,♦ / ��' O 5�, a 34 t O. "= 55 ao ry OPEN MAIL KIOSK ♦ ♦ t , ' , a t a ' ' r ♦ , , , t f + + f t f + ' ' ' > ' > ' ' ' ' GR-2 GUARDRAIL + — a /' �-� �� T > ' , tff, + , , , + t, , t, , + + a ♦ ♦ t , t ♦ t f + , ♦ , ♦ t -3 , ♦ t , t , , a + ♦ , , t DLO 3 � Ni SPACE B Q � � � I. I / + ' , tftf ' r i . ' a ' + ' , ' t ' > ' > ' ♦ ' , ' , t , ' PROPOSED VDOT STD. /IK- /C pa 44 )TWO' tt' v /OY \ \�0+'>r i+++ ++++,t+t+ ',+a ' ++t tBUF ERO(TYP.)�'' , ' a ' , 'rra 'r> ' ♦+ + ♦+ta a i ♦+tt , t i:,:+ , a , a , t , ' , ' , ' to ' ' r ' t ' +> ' + at - Q� az F F LOT ¢ (o. AC (2)8x2o PROPOSED/�� / 7 / a- - — _ I CG-z CURB (TYP.) 56 d n ONSTREET PARALLEL / m� , ' , ' , ' f f ' ' t ' > , ' , is ' + ' r ' > ' ♦ ' , ' ♦ ' ♦ t , ' , ' f t a+ ♦ , , > , , a a > , t ♦ t , t , ' , h O PARKING SPACES , + , + , + > ' , , ' , t , ' , , REDWOOD — + . / tt � + , i , ♦ ' , t ♦ t , t DECK 9F.DW99 20 F C-E/P 5 + `L ,PROPOSE4 ACTIVE ', + 'i v + ' ,f- r a to \ I r + , + a + , + , + , + , + , + , ♦ , t , r > a , ♦ , t i ♦ t ,TIE -INTO OPEi�ft EXISTING + Izo'x v6') DECK f , + N , ♦ , ♦ , , , , ra �♦ a , Q LOT ♦ ♦i' ,t SCOTTSVILLE ROAD, 0 > RECREATIONALf ' ' /� / � I + ' ' ' ♦ I. ♦ f i , , , i f � 1 x vRl �m I6PEN SPACE ar ++ ++ / r + + + +♦ > ,t ,a , , if + t` f f , xs + -. (vo — — i + .f f f+ � C r� ♦ ,r ,♦ , > f , as + , , r <�, + ,t A / LOT / I '+ + a i'5 �+ + , +> + f , + i, , , ,+ ,r , ,>♦ . , (ROUTE 2o)r / !V Q PROPOSED VDOT STD. WP-2 REDWOOD. ASPEN. I — W O 16 �" I ft + '` / // o+ />> ♦ RACE'E++ , + is ♦ ,> , a ft x DECK REDWOOD ASPEN U ^ 57 O + f ii r tti ' r / ♦ '+ , , + , +t , f , i i ♦ ♦ ,i , + ii /\ ____ DECK Q W o n fi ,+ +PROPOSED VDOT STD.+' , •'+ / \ // �wm " I , , , ,(+z:4i4,4C)'r I ', �♦ , ,i ,> , ' , + , + , +r + + , , + + , +r ++ i+ a+ >+ + + ♦ . + Q- OQ'�� MILL & OVERLAY. CONTRACTOR \ TO MILL & OVERLAY ROUTE 20 -� (i.s=---- J n ft / i..+ 16 , , , +r t+ , ♦ , >> +r , , i+ ,. f , a ♦ ♦ , ♦y +. ,++ ASPEN _- ______ — f f + ' + ' fi ft 'NO PARK ING'SGN (R7-1) e;x. r tr ♦ , ♦ ,r ,i ft f. + ♦ + ♦>> • i + a i / of C/��v TO THE CENTERLINE. - � i + of + t i + \ > , t , �,++ , ' , + , ♦ + +rt , , a + ♦ > > ♦tt ♦ , , , aQ.W 75 + of PROPOSED+SIGHT � / /-,\ \ u.` -.I + ' . t f ' ♦ , > ' , ' , t , ' 'r'a 'tt ' ,a f + a ♦ > ♦ , t >r / 5V ASPEN. > f itt' ft't f'it O F ,.•• \ \ W I ,i+ ♦+' ,ir ,+' +,a +it +'>' +++ +, ' +f ' i ' to ' t ' + ' �, i' +, ' +, at + i ♦' + +' a +f..;'�=�s t •, ' i, ' +, ' a, ' i, ' > ' +♦ ' +, + ' ' ' + 'tr Q- Q Z � LOT + DISTANCE EASEMENT' ' +, �,/�' t ? � / \ \� � , , , , is '+ � ♦ , ' , , .. a + ♦ > ♦ , , ' , + f ' , + , , Q J mfli. n ¢ , 1'BEHIND SIGHT LINE ,t ,%'�✓' - \*� T \ \�� 4�� + , ♦' + ,+ ,t ,+ ,+ ,+ia+ ,+' ♦' f o �.� PROPOSED VDOT STD. a nl t, fi D.B. —, PG. +', i't,>,i, , +♦�� ' ?iF/i0 / \ \ \ \ \ \/ I b ,+ , , ,ta ,r> + > i ♦ + ♦ a , 'i , ' , ', a '+ , ', a t♦>r ,+'♦+ a , r ♦ ♦ ♦ ♦ , t , , a LOT o LOT o Q W d $PEED LIMIT SIGN (R2-1) a f i > / r a / I I +, �+ + r+ + ' , ' ♦ ' , > , ' , ' a ' , ♦ GARAGE ♦ + f t ♦ R:Iz°x=o) 5 GARAGE O v. + t S ` / '+ f t , 2 W _". ,+' � ,3 ♦ ,/, , // , + i, r' if a+ + '+ ♦ , > ' , t , '+ , + , a ',tr ', > '+ -_, a ', +• , + , + , + , ♦ + ♦ , + , '♦ , '+ , '♦ , ++ , + a(zz xz31 I R (ia x= I 53 i d i7'" LOT i't 1J� , ' , �O / \ \ I 4 , , , ' , f ' , ' ' to ' t ' ' �♦ ' ♦ ' , ' , t ,? f ' , ' a �... ♦ ' ' > ' ♦ ' , ' ♦ ' ♦ ' , ' , > + ♦ , + / �.�� JP A: (zz xz3) �' Q.. �°�` tt f++' ijaij d5'(P•r > i , ' / , t a ' , a a ♦ , ' > , t , t , , i a ♦ ♦ , i> i++r, ' , , , a ♦ r ♦ ♦ , �0 PROPOSED VDOT STD. d 59 a ,. n - ti �, \� , ' , , r , ♦ , , t , ' , ' , ' , ' a ' > ' > ' , ':, , ♦ , , , a ♦ ♦ ♦ , > , r ♦ , ♦ ♦ , ♦ , f , t ( ) _ -__ � O / ♦ t 9.. •a \ ♦rrt +, i' +, t +> ' +a ' i ' to t > ' ♦ + > a, a a ♦ , ♦ ♦ t ,♦' ♦ , > ':. > ' ♦ ' , t , ' , ' a ' , ' t ♦ a + , STOP SIGN R1-1 a � / , r ♦ ♦ > ♦ , t , , _ I ii � i� ` + + , + , ♦ a > a�. $Ei , t + ' � , i ♦ ♦ , , ' , t a ' , ' a t a ' r , a , , i , , ♦ , PROPOSED VDOT STD.. J / ' + ♦/ ? ♦ t / \ \ P ti LOT /o°�+'� \ , > ♦ , , , • a + a , > i r + ♦ + > i ♦ , t , ' , a a f .,-: , ♦ a t , , a r 27 R R/W + + ' , ' + C�° + \ ¢ , t a + + ♦ , , t , ' , . , , , + , ♦ , ' , tr > / i 'NO PARKING SIGN R a 75f . ' P ro \ ♦ , FRONT _ ( 7 O. f t r� �PROPO$ED12'X38'MINir > ' , %/d'S�++ ♦ '+ > ' / : 7i \ \ \ ` •+ y / �' , a ' r > + ) i a , ♦ > , - ♦ ' , t l: , a r ' ♦ ' > ' , , / �. y i ,Q /. \ ] ,�-� ./ / ' RORO$ED LOT LINE P. '+ ♦ ♦ 'a , ' , t a ' f , a > ♦ , r. f t , a BACK (TYP) 2 J — — — _ + I ',3 ', + ' + _DRIVEWAY-(TYP.) ♦a' , t +♦ ' t ♦ ' �, t , t , ' , ' ra ' , ' t t > ' ♦ ' + ' + + + r + > i + ' ' > ' , ,:.e`, ' , ' a ' ra ' , ' t t + ' ♦ + ' a r / POSED VDOT STD.. t 53 ' f tt PROPOSED VDOT STD. • '/ \�F \ \ 4,2 / eP` / ' , f ti ' + ' . , , ' , ' a , +, + > + > + > + ♦ + ' ti ' ' ' +� + ' + , j': , , , ' , ' , + , + > + > + ', + '+ +�> Op etiy \SF. \ y '� �. /K4'�.Yj/ / '' v r, , t , , ' is , i> ♦ , t , ' , ' , ' + ' , ' t ' \ + , , , , ♦ ♦ , ♦ ' , t , , + / ( ) , -r. + f i ++ ' i ( 7-) , a t Te y\ \ C of/\j , t , ' , + , + , + , ' , ' f ' + + ♦ . , ' �♦ ' a f *':. i , t ♦ , , , + + , + , ' , ' '� LIMIT SIGN Rz-1 — — ryy 'ND PARKING' SIGN R 1 / \ 9 s \ \ / PQ-,\\ \ ', \ a r , ♦ t , t , ' , ' , ' a ' r ' ♦ , t, , , , a ♦ \ + > i ♦ q; , + , ♦ ' , t , , a a / > ♦ , t , ' , , + — . a GP2+° � \ /.y0 �V'/\ \/AA ,. ' �-f ' , ♦ , , '+ , � a ' to , , a a , a + + j / 1 7+00 .PROPOSED `' LOT \�T,o\ /��//\\/ ///\/j '� ? + ♦ , ti , ' , , '+ f , , + a + a + a i ♦ + , + , t , ' , ♦ i + ♦ , t . , a + 700'R VDOT STD.�//\�� ,.♦ ,.- + > ti , , t , t , , a a r ♦ , ♦ t , t , ' , � > ' to ' r ''t + + as ♦ ♦ , — CG-12 (TYP.) 97° .PROPOSED � \ i A ,91, 18 � \ \ Y\ \/\\T/\/\\ J , r � � ,+ i , , , to , + , +� , s♦ ' +♦ , ', a ',>r ', ♦ ', > 'r ♦ 'a , t a , ' , ' apt a ' - + r , , a , a > , ♦ /. STREETSIGNGPAPG „o JP�• c.� x \ \,+ a ♦+t+ ♦ ,+ , ,i , ,+ ♦ a+ , ai + r + ♦ a > i ♦ + , t , t \, ' , ,,+a ',., ', r> 'i>r a+ ++,i ,+ai ++at ,+>r i+ri ++♦+ /��h I - LOT + + ' f ' , + + ♦ PROPOSED VDOT�\i�r+a , + , , + , ♦ + , t , t + , a + r ♦ :;-, ♦ t , t , , f + STD.CG-22(TYP.) 76+00 PROPOSED VDOT STD. \\ Gc, T 19 / x i , t > ' , , , ' , , , > , ♦ , ' , , + ♦ i+ ♦ > , ♦ , ' ♦ '— , t ', ', f. ,+> 'i•>r', i,tt +, > '++♦ '+ > ti , + , t / P � zz' \/i'PLANTING STRIP TYP. eP a` \, / ' � � + ♦ + a + a + i + CG-6 CURB (TYP.) / \ \ \\� ( ) Gr,++ 0 \/ �✓ , > , , , . v �/ tt ita '>+ r ,t +i r L , ♦ ' , t a ' , a a +♦ _ a Q a \ \ \\/\\ LOT �� o.+'O / \ \� ry9 + ++, ,+ ♦.,.- +,♦> + + + + fit, fi +, a+ ♦ + +♦ ♦,'t +, ' i+ +> ' ra ' , , t t.... f , a + r ♦ , //� GHT-PI TA = Szo PROPOSED VDOT STD.. �22 \�% \!\.\ rpr° 91. 2O G �/i p/fi/ - f ' ii tt iia a, FACCIILIITY TYP.)POSED t♦ t, +♦t ifrt +, t a,t +, to a, >t , , t a' t , ', a tt , t, f ',tr '+ > '+ , 'i ♦ /�Z` —_SI N — v i / \.. G / \ \\ ,, t.,, + fit i +i +i + ♦ , , , t , f , , + ♦ , , a + -tl _.. 80' — -STOP SIGN(Ri--1). 12' 2/ i \ \.�/\\ \ Go,�+ J�`Gam. \// � x/ ♦ t 'f ' , a ' >_t ' ♦ ' ♦ ' ♦ t ,� , t , t , ' i + t , t , > i ♦ , a , t , , f , + , t�. ,tr + ♦ a > i ♦ ♦ t , t , ' / /�� ♦ , ♦ , t , t , f + , ♦ , t f t , PROPOSED VDOT STD.+ : 28 22' •. — 16' w iT)\�\ \ x.P o6+'° / ��\ix ' r>: '. + ' ♦.' , t > t , t , t , , a ppp ♦ > 'CO)N'BRANCHiSTRE(1Mit '♦ ' t♦rt ', tt'+t 'a t, t ' ' t ' ' t / NOTE: — — — — -PROPOSED VDOT STD. \ LOT o \ ,y1 + +. , -a , ♦ , �, a , + , , + + , , 3 ♦ * r , a , r , + , fit+ + + ' / ALL MECHANICAL EQUIPMENT 'NO PARKING'SIGN (R7-1) I 2 F F 20' \ \ + ii+ s♦ > t , , t . t f , + t+ + + t i t , t . ,i_: �- CG-gD ENTRANCE (TYP.) _\ 21 / t ♦ ♦ +rt +>, +fit+,+i ' t , PROJECT BOUNDARY � I u 4' / K e' PROPOSED VDOT STD. if + , r, ! , a a. , ♦ , , , , a , , , .. - \j(�/ /\i �\\ J?� �, \/ > a t a_ tt , t f ' r t ,.., tt 't t , ♦ , t ♦ t , t , t a ttatt trtt+if '+tf '+ a i '� + t + , i , i t r+tti / SHALL BE SCREENED FROM THE SPEED LIMIT SIGN(R21) ©* r p. E� j , ♦ , , ♦ , , , i , i t i , i ' fi / ENTRANCE CORRIDOR. PROPOSED RETAINING WALL+ I. + t+ + t + ♦ f a ,` , , f ' B ro >..,SEE +DESIGN ON SHEET _ t , a a a ♦ , t , t , t , t a a t A. GARAGE LOT GARAGE LOT I ' ©* B * © f Q - t , t // , + > t , t , t f ' r+ ' , ♦ , ♦ , t , t „ ' , + r, (=Yxzy) _ Iza•x z31 , rrt + t , , t , ' is ' + ' i , t f , + + 29 0 28 O : 18' I � � � � LOT + r +\ , f is f t, > ti-, ti , , a' \,, ♦ , f , a ♦ ♦ ' , ♦ t , t , t , t + ' ra > t t , O _ , a r .i 0._ m LOT P a , / / x ,- .i t..:.+.' , , ', , ♦ , a ♦ , t , t , , ' f a - LOT. r + ♦ \ \ '19 + 'PROPOSED SINGLE FAMILY - , , , + , ♦ , a t, , , a , ♦ , ,:'"- , f + , , tit, /. > r ♦ r > , a PROPOSED zo EMERGENCY ACCESS u+ + LOT LOT LOT 2. 22 + ' > t \ a ' i_ t -.ATTACHED TOWNHOUSEW'.' >• ON C 3 f , + , r i - / ° •- ♦ , t , t , , ra a ♦ , ' ,rt , ' , ' , + a // -: AND BICYCLE& PEDESTRIAN ACCESS 7'I Z 26 25 24. +tt , a , 1. t, it_ ', +SINGLE CAR GARAGE (TYP.) ' , , + , ,, ,i + ','> ,+'r '+ > ,i , ' ♦ ' , + , + , + +, + + a + r >t , , ti ,iti ,,ri +i rt ',>i ASPEN EASEMENT (D.B. _,PG.—). I ] ' ' >, i' , , , ♦ , ",, ';- + t / , ti / r r , ' f , is + t + t,'r,..i it + , a , r + > �♦ + ♦ 'i , i ♦ t , t , t, , t + i , t f , i f r; + , i , + , t , + , + DECK I I :DECK i t i i + i ♦t .r +', + ♦ '+ ♦. t, ♦t+t ,ttt ,i. , i _t \ \ i ♦ '+ f ti , t ♦ , a , t ' t, , , f t, ti t,r '+ ' •♦t f , , , t ' / (io:s'xzl5) I 2UNIT5 , ..+ ♦a ,r , ,r of , ♦ ' ,r ft +r f fr f a + i+ ,i .�_., ,t i', ++i ,i •> iUNITS >, ♦ fi ft .ti a t f , ii i - i \ z. UNITS + + ra , ,--, ',r �' ,'+ , + . f , , , a /a +r t>EXISTING FENCE TO BE EXTENDED >+ +' +i it i -a / +AND CONNECTED TO CREATE SIX (6)1o'x18' PROPOSED _-._ 10 z UNITS 2 UNITS > .t, +t, A. , i , ai ♦ i t-♦. , t , :, , ., ` ,>t ai ♦ , , ''' ♦ t f'' 'f ,' 'v '/ ftt , t , t , a N + +at ftt + , a .r• i f f ' t ' ' , , , ,t+ +- +>t ♦ , ,ra , CONTNUOU$ FENCE ALONG IONSTREETPERPENDICULAR, � �' � — � — - ': I � + + +r GRAPHIC SCALE \ r+ ♦f$OUTHERN PROPERTY LINE a / PARKING $PACE$ -tt a Y I+ , a , + , + , +t , , i ♦ a fit, ,i i +ia♦.♦ ', > :i.a ° i' , , t , , '/, + i', ♦^ fi ti ,iti ,i ♦ _ i t , f , + , + , ♦ t , t , , ' f > t , ♦ t ♦ t f , a , ' + + + + + + • + ' f ' ' ' ' ' ' ' + + ' + + + , 'i / 30 0 15 30 so 120 PROPOSED VDOT STD. f �; .r + + , f + a + > + ' , ,,. 'NO PARKING'$IGN(R7'1)-\ 20'E/ -E/P +ft, + f + f fi , > , , t 'f't i+ ' +f a+ ' i 'rr ti , t f is ' a ' i t, ' r,ittt•+'t 'f't ++ �, t i , ' ♦ , t , ' i r / ' t r a f r t r //?r f f . a , t f a f ♦ ,; a > , t PROPOSED REMOVABLE BOLLARDS COMPATIBLE WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE - --- --- f , ' ' ' + • + + + ' + ' ' ' ' ' ' + - _COUNTY DEFINED MANAGED -NOTE: PATIOS AND DECKS ARE TO BE INSTALLED TO PREVENT VEHICULAR ACCESS PROPOSED ASPHALT PARKING,. STEEP SLOPES (TYP.) ..ALLOWED TO ENCROACH INTO THE If, + i, ' t, ' t, ' ♦, ' +♦ a ♦, r ', ' ', + +, ' + + ' + + + t, ' ', ' t ' t ' i/ ( I T BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. LOT& EMERGENCY ACCESS, — __ �6 a + r N E + ♦ , f , a a ♦ > ♦ i t.* + , f , 1 inch FEET 30 ft. SETBACK A MAXIMUM OF y' (TYP.) - -------------- a , r , , , , + ♦ / r> tr �♦ ♦f t f, t +, t +, ' +f t +, +1.. SEE DETAIL SHEET 10 SEE DETAIL SHEET 10 - Lu C' Z Cn N I W N z Cn N W J Z Q > 0 LL a -> oC z Lu LL 5 ^ Z �C w Q Q /'� ��F—LL V/ W Lu < ul LLI J Zu (f % LJL LL J� (l) L1I 00 u O 0Lu CN F 0 a w U1 JOB NO. 202194 SCALE 1" = 30' SHEET NO. 4 MA.D—NA THOT.M1 1B SR WB'1 G.131 DPLAT 3B / / PLAT i PROPOSED SIGN STATING STUB-OUT1S A SITE FOR A FUTURE ROADWAY CONNECTION f > SPA�E,C, f ' + '(a.O%AC}, ti LOT PROPOSED SINGLE FAMILY DETACHED HOUSE W/- TWO CAR GARAGE (TYP.) / T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT ' N W PROJECT BOUNDARY \ W LLI - w Ln - ( TWO(z) 8'X20'PROPOSED z ' ONSTREET PARALLEL PARKING SPACES J - = TIE INTO EXISTING I. V DRIVEWAY. CONSTRUCTION SHALL BE CONFINED THE Q SUBJECT PROPERTY &PUUBLIC I TIE INTO EXISTING GALAXIE FARM LANE. _ RIGHT-OF-WAY, AS SHOWN. 6CONSTRUCTION SHALL BE ). THHE SUBJ CT ROPERTY&PCONFINED TO (\ RIGHT-OF-WAY, AS SHOWN. 1 8+00 \ \ I 5'FRONT 17- \ SETBACK - (TYP.) HA$E LINE Lic. No. 035791,n 4/29/22 k�1 12 z nI I gc w L z J a =) -N U Q _ I II Z I I LU Q LOT 0 a 0 E _I 13 II I o PROPOSED VD LU co c I I o CG-6 CUP, Lu z L r - -CO�NC<R Ce 'LE 1 LOT �14 N PROPOSED 6 PLANTING STRIP (TYP.) PROPOSED VDOT STD — SPEED LIMIT SIGN (R2-1)� �- = i rr FA 1vL--- PJFASE II ----� --`�. > 6 f ' '> \ n AX�L - THREE(3)1ox18 PROPOSED — - >SED �f>'>> \ \ GAS _ >'NO ARKING' S GN (R7 Di)> ' \ \ PROJECT BOUNDARY > ONSTREETPERKI PERPENDICULAR '^ LOT > > \ \ PROPOSED RETAINING WALL i.OPEPV i> ` f `°' J > > .f+,� > y+ iCONCRETE �IDEWALK oD. \ \ > > PARKING SPACES > < ^ < I > , (oxabl DECK l \\ 65. 0• SEE DESIGN ON SHEETS , > f ' > >' >>>'>> >>>>>>'>>+.S p�C�A >+>' >f> >10 " 54 a Iry SETBACK f�'>.f'f f f REDWOOD ASPEN _ > REDWOOD 1 t s xiJs'1 - . \ \ PROPOSED LOT LINE (TYP.)------ - j ,.DECK L - 1 \------_____ PROPOSED VAR WIDTH f ' >, > ,> > > •f f. ' if ' if >f 14.22 A, C)>,>> > > (T1bP�, > > >. ' >. ASPEN a -51' I ASPEN I I \\ \\ ----� _ RETAINING WALL MAINTENANCE > > '> ' ', >f '>> '> f , , , + > ',> LOT'+> �\ \\ 53' EASEM ENT(D.B.-,PG.-) f'>' '>>, >, >>. > > f •.>' f>' fi'�f>. '>>, f i>>, . �.. 55 o >> > T.M.91-13 \\ \ PROPOSED ETAININ 5�, . ' > — 5z 52 34 18' 3 + n *J0PtN > COUNTY SCHOOL BOARD OF LOT II LOT DECK L , 1 — — — — — — — G WALL 52 52 52 51 I 52 - {�> > p m 5 SPACE b (vo 5 x v].5'1 ' ALBEMARLE COUNTY, VIRGINIA � =_ n 4 GARAGE 1 _ ------ I PROPOSED SINGLE FAMILY PROPOSEDVDOT$TD. I22F/jCF/C .gym LOT I > ' i>(b.y�,AG)'> 2 (zzxa3') ASPEN ----- --- p, tt ' f f TWO(2. w GARAGE - - ETACHED HOUSE W/ f D.B.1033-313 41 -------------------- — —-----------J — — — r cG-zcuRB(TYP.) 56 d Imo"'' '' >' ON! A(== 3i. _ TWO CAR GARAGE (TYP.) - - - - o D. B.1 033-p 31 3 a+ - - - - - -1 zo' REAR SETBACK (TYP.) _ _ - r - - - : I :-REowooD REDwooD : 20' F C-E/P n ,> D.B.619-368 PLAT O_ REDWOOD EBWOO& —, REDDEOOD — REDDWKOD DECK DECK �DyQp _ _ _ 75 PROP,OSE4ACTI,VE , ----- LOT %- REDWdDD I REDWOOD REDWOOD DECK > 1. GARAGE IH DECK DECK - DECK (y°'u67 1 _ (ao'kv6'). — _ lao xab') I — (ao' a6) I (vD'.xv6') — (w xy6) I DECK — RECREATIONAL, L — — K, I — — — — — — a xy6r Q LOT PA E J grxag) Y L — (i-61 (ro•xab•) lw ) - REDWOOD ASPEN REDWOOD .ASPEN REDWOOD ASPEN REDWOOD ' ASPEN REDWOOD A6PEN — LO O 16' a , ' 'OPEN C > + > >> 43 1 ,II REDWOOD I RGPEN I I P o DECK DECK DECK DECK DECK REDWOOD ASPEN W' ^ f Q REDWOOD ASPEN REDWOOD .ASPEN REDWOOD ASPEN ___ DECK 1 = _- =__ = __ --- "'_ p. •x °. •1 .DECK _ 57i> ' pp DECK 'u DECK DECK �, (a].5'xvo.5'7 k].5 xaos'1 (>5 xao.5') ,i (a]5 xvo 5'7 i. (iJS xi°.5'1 JS a 5 Q LLI O , i + > , PROPOSED I _ __� EC �, ---- y __ _i. iG w - ______= —_— - ___=J =-' ---- __-d — -- -- -- (aL5'xio.5') J F d ...,>> f>' >'f ~ a]6xa°sa W. •xxo s'1 a7s x1R s) _-_- ___. __ _ ! _ ,� ____ W' > > 'NO PARKING' I 54 N __ _ _ = ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN — aIQ W PROPOSED SIGHT>>>>>>> > w ASPEN ASPEN EN z �. LOT f 'DISTANCE EASEMENT' > �e /• o] � : a f 1' BEHIND SIGHT LINE - PROPOSED VDOT STD. a n e' + v, _ tD D.B. PG. \ I_ _ LU m 3 N a 4 O - O O f o LOT LOT LOT f > LOT _ - \ - CD `° -- -- LOT o„ - -- --- LOT m --- _ __ -____ _= __�- -� '" LOT o Q. �. d. SPEED LIMIT SIGN (R2 1) a I •'f>' i LOT nI LOT - - \ i L T GARAGE GARAGE ARAGE GAR GE O RAGE 1 I GARAGE 2 I 75 y FGARAG, - GARAGE Rko zo) 47 R: (1ox:o) 48 R. (=o aoD Rlaoao)5 R(z°xz°1 5 R(zoxa°) 5 GARAGE -W .vCD GARAGE A =a A1===)A:(==x)) At==. a3) Ala=xx3, A:(=z'x=3) Ra°xau) 53 > aR:1 ,. ) q(a •) ( xa3) I A:(aa x23) x,3•) Ai (xx3) ,. __ ___ ____ ___ -_-- —___-- PROPOSED VDOT STD. PROPOSED5' .: I I �� _ -_--_ � ---- - - I -- -- ----- -- - -- - aaCONCRETE SIDEWALK 1 =_ -____-___-_______ .I'I N (R11) a f , y C STOP SIG iPROPOSED VDOT STD.- -- 1 PROPOSED VDOT STD. I 2 R R (y PROPOSED PUBLIC RIGHT-OF-WAY V. 'NO PARKING' SIGN (R7 1) 13, PROPOSED VDOT STD. { PROPOSED VDOT STD. I 'FRONT 'NO PARKING' SIGN (R7-1) ' , 75> TO EXTEND TO THE PROPERTY LINE FOR \ SPEED LIMIT SIGN (R2-1) - - - - - - J - - - i > > > PROPOSED 22'x28 MINif - - - - J CG-gD ENTRANCE (TYP. SE BACK I _ O /qd• ' \ z' z' z 2' (TYP) - - _ _ o > f f' > DRIVEWAY (TYP.) INTER -PARCEL CONNECTION TO TMPg1-13 L - I - - -z J - - 5�r - - 5 5 �- 5 5 Sz 53' +.. I + ' ' > z' S .:. > C. >. f f ' '. • ° PROPOSED VDOT STD. • , PROPOSED VDOT STD ' >" SPEED LIMIT SIGN (Rz-1) , - if , NO PARKING' SIGN (R7 1) \ 22+ PROPOSED VDOT STD. - - - - - - - - PROPOSED >' " > ° > . >,_ _ . /•�'• LIMITSOFPROPOSED OQ. 22 U n- 19+00. I RIGHT-OF-WAY PROPOSED VDOT STD. G LL w. 20+00 'NO PARKING'SIGN (R71) SIGHT DISTANCE=z8o fCl RY JACKSON COURT 17+00 : PROPOSED STD. \ PUBLIC R GHT OF WAY (TYP.) zo /, CG-6 CURB TYP. - 21 +0.0 _ + - - - c - T - 7oo'R / / 5k00 / o — 1 ( ) �. CG 1z TYP. zt �� � —I : — — — — — PROPOSEDPUBLIC ROAD ( ) 97 PROPOSED- \.1 1 — — —I w w �-- _ _ — PUBLIC R/W — '�` $TREETSIGN PROPOSED VDOT STD. n : n - - - - - (49 ) PROPOSED VDOT I NO PARKING SIGN (R7 1) - - - PROPOSED6' I \ - STD.CG12(TYP.). 76+00 PROPOSED VDOT STD. a� PLANTING STRIP (TYP.) CG-6 CURB (TYP.) 55 z 2 - -. - - L. - - - - 52 _•TA E - -- Sz PROPOSED VDOT ST0. \Sy, 5 5 FRONT - - - - - - I PROPOSED 5 =z8t3` = = STOP SIGN (Rl-1) ' ..>• P 22 \ SE BACK (TYP.) PROPOSED VDOT STD. ;.. - a CONCRETE SIDEWALK { 1$ :.n.... _ 'i- . . PROPOSED ENTRANCE - - - + - - - - __ - .. ---- --- ... PROPOSED VDOT ST0. zz - 4' CG-gD ENTRANCE (TYPJ _ SPEED LIMIT SIGN (Rz 1) --- 1 �_ I-- _ _ _ i8 �a _____ 1 ---- -- ---- r - -PROPOSED VDOT STD. \ - 5 1 - `--- --E - - _ - i - 'NO PARKING' SIGN (R7-1) 4 F/ -F/C 20 _ 'I 1 F. -. -- II � ______ �- ___. I -__.-. � ____ --__ PROPOSED 6' _ __- -_- _ _ -- ----. -_- ____= 2GARAGE) l 2 � PRO OSED VDOT STD. CG-gD ENTRANCE (TYP.) \ , I p: --_-- ___ -- - -= PLANTING STRIP (TYP.) I 21 I 1 I I (° SPEED LIMIT SIGN (Rz-1) 'I GARAGE ii } GARAGE ii RGARAGE _, B GARAGE I ----- I GARAGE i GARAGE R: (xo'xxa'). i, r Rloo xxo7 i'i -(ao x:ol R:(zo xao) - l�FFT—*' O* O* GARAGE GARAGE GARAGE R(zoxz°I A:(xixx3l. LOT A(xxxx3) .LOT A.1=axx3) LOT A:(azx:31LOT -I R(a°xan) R:(a x= R(xoxx°, R(=oxzo) A:(aa xz3) LOT ,1 _ I ____ 1 1 ©$ S 1 LOT I A(aaxa3) LOT A.(xxxx3) LOT 1 I A(x=x23) J LOT V 2 1 0 GARAGE LOT OT *__`-_ _ Q (u x:31 _ O 3 3 -- 3., 33 I o l GARAGE Q] SO' PROPOSED IN LE FAMILY LOT 8 34 2 o - -w SINGLE m 3 J 37 36 35 w_ 9 z8 o LOT LOT LOT DETACHED HOUSE W/ n1 4 LOT ° 1A o o '' PROPOSED zo' EMERGENCYACCE55. u+ + LOT LOT LOT 2 22. I TWO CAR GARAGE (TYP.) •• O c =RA 3D O1 m m rn m o w 0 : r o o m C .` 3 40 ASPEN ASPEN - _ --- ASPEN _ -- ASPEN - " ASPEN _- _ _- " AND BICYCLE & PEDESTRIAN ACCESS I I O 26 25 24. 39 ASPEN I ASPEN ASPEN ASPEN — —__ - -- --- --- --- -- ----- -- _- A PeN _ _ _ ASPEN �„ • _ — _ ASPEN : _ __ _ ASPEN I ASPEN ASPEN EASEMENT (D. B. PG. _) 27 p 'i -- d - - -- - - --- 'i-- ----- ---•il ---- - i -- 'i 5 I •- �' DECK DECK DECK DECK ASPEN ASPEN.. ASPEN __ ASPEN ____ _ ASPEN DECK I i. (yp5 xao.5) (vJ.S'xv°.5') REDWOOD.. UJS xao. 5') l r I. DECK I - DECK I - DECK. -- - .DECK I REDWOOD REDWOOD I I REDWOOD , (a].5'xao.5'). �— r .DECK DECK - REDWOOD (ndxaos'1 Iio.5'xvJ.S) (ao 5'*ans') 1 1UNIT5 — — REDWOOD : Wa --.") .REDWOOD (aJsxv°.9 REDWOOD (i]s'xy°s') REDWOOD I. (a7.5x.=°s') — — — o. — — — — — REDwooD z UNITS DECK I ASPEN — REDWWD 1 — REOWODD r REDWOOD I REDDWOOD - I DECK I I I 1 1 C1 2 UNITS 2 UNITS a°s'xi]s') I J REDwooD I- I -- REowooD I .•xy6•. SIX (6)lo'x18'PROPOSED O zUNITS �. REDWOOD REDWOOD DECK (g•xv69 (9'xa6') (9'xa61 19 ) 1 - - - - - _ J oEa.. J o6a DECK .Dea Dea: I xy5•) - _ _ ONSTREET PERPENDICULAR - - BxvJ.S) (DE i6T (ao xi6) (vo'x v6) L — — — — — — L — _ rt zo' REAR SETBACK (TYP.) I PARKING SPACES - NOTE PATIOS AND DECKS ARE PROPOSED RETAIN NG PROPOSED VDOT STD. ° ALLOWED TO ENCROACH INTO THE SETBACK A MAXIMUM OF y' (TYP.) WALL 'NO PARKING' SIGN (R7-1)� 2o' E/ -E/P 6o' 52' 7� 52 52' 52' 52' 52, 52 52' 52 52' 52 0 28' 22' 22' L22' 22' 29' PROPOSED REMOVABLE BOLLARDS COMPATIBLE .. . _ I WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE PROPOSED VAR. WIDTH `�COUNTY DEFINED MANAGED NOTE: PATIOS AND DECKS A PROPOSED LOT LINE (TYP.) ETAINING WALL MAINTENANCE TO BE INSTALLED TO PREVENTVEHICULAR ACCESS PROPOSED ASPHALT PARKING STEEP SLOPES (TYP.) ..ALLOWED TO ENCROACH IN PROPOSED RETAINING WALL EASEMENT (D.B. _, PG. _) - BUT STILL ALLOWACCESS FOR EMERGENCY VEHICLES.- LOT&EMERGENCY ACCESS, SETBACK A MAXIMUM OF 4'i SEE DESIGN ON SHEET SEE DETAIL, SHEET 10 SEE DETAIL SHEET 20 T. 91 A—B OPEN HASE IV,AVINITY I I AVON P PERTIES,LLC T.M.91-1-1E D.B. 67-750 AVINITY ESTATES,LLC D.B.48 —228 PLAT B. 5124-678—A PLAT o PHIC SCALE D.B.4990-174 -- + D.B.4894-228 PLAT T.M.91-16D o 310 6 30 60 120 D.B 558-379 PLAT i SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 ( IN FEET ) D.B.550, PG.608 PLAT 1 inch = 30 ft. z i w In o F z 0 W z Z O i � V o o F m =O O Or OU I a LJ > g as Incw o a a > LU o o 1 ly U1 W W W W ) (n I w Q w w LU i w a vw) d i LU U1 i LU .•+ N N N N N N t\0 DO O\i � N M V 7 O Lu Z0-' c\I W N z To V N W J a Q Z > LIJ Q >Lu z a v ~ 2: J a- Z O °C LLJ � _ LL V U Lu II X ulW Z V / un LLI LLI H— LLI 00 O u 0 c\I I w CL U') JOB NO. 202194 SCALE 1" = 30' SHEET NO. 5 T.M.91-8B GENERAL UTILITY NOTES: T.M.91-10 \ COUNTY OF ALBFMARLF,V GI IA i. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE COUNTY OF ALBFMARLF,VIRGINIA / D.B.1979-44,46 & 47 PL T DEDICATED TO ACSA FOR PUBLIC USE. D.B.1979-44,46 & 47 PLAT \ z. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO j THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY _ THE BUILDING DEPARTMENT. — I � v �V — v LOT PROPOSED 8" G.V. & 8" TYPE A ' A \ LOT BLOW -OFF ASSEMBLY i" �' �'L �\ \ 8 \ I I LOT \ 6 \ LOT \ �� V A ° V 'MIN HORIZONTAL SEPARATION \ \ \ \\ \ 'REQUIRED BETWEEN ACSA UTILITIES& \ \ \ 10 \\ \ / / STORM SEWER, AS SHOWN. \ TYPICAL. LOT / PR Os \6 L.5z r' LOT \ / DIP WATERLINE, TYP. '^ \ PROPOSED LOT LINE, TYP. PROPOSED 8" SANITARY \ / / WATER SEWER, TYP. ,� W �, \ / / �vICE,TYP. 12+0 / 00 LOT s — I W / / / w--'- MARIECuURIE OURT ` OPOSE PUBNICROAD COW BRANCH STREAM PROPOSED 6" G.V. & 6" TYPE / BLI R/W) A BLOW -OFF ASSEMBLY /0 X \ I - - PROPOSED B"x6"I \ a ; \\ W ��' MH12 \\ COUNTY DEFINED TEE, (i) 6" G V. _ 00 -+ ' \ PRESERVED STEEP _ - 0/ \ / r SLOPES, TYP. I I- AND (z)8"GV .\ 'vY� ..,. - \ / \� .VARIABLE WIDTH ACSA LOT \ SANITARY SEWER EASEMENT MH11 \ 13 III \ \ I \ \\\///e \ \ TIE INTO EXISTING SANITARYSEWER VARIABLE WIDTH PRIVATE SANITARYSEWER s,- 'PROPOSED8x6 TEE,6 \ I I --I - \ \ / \ WITH PROPOSED DOGHOUSE MANHOLE ' EASEMENT (EASEMENT LOCATED ON LOT 13 FOR G.V. & COMPLETE FIRE' \ I LOT LOT iz's SANITARY SEWER LATERAL/SERVICE_ S z �� HYDRANTASSEMBLY \ I 2 I I - D.B.�PG.I— I p SE SANITAR SEWER LOT \ I I SERVICE LATERAL (TYP.) I A VAR AT e E WIDTH ACS - \ 1 \ I I LOT '� LOT v SANITARY SEWER EASEMENT V V A I - w D.B.�PG.— _ A\ 3 4 v .: LLI MH13 ; \ - I ln� I LOT \\ �� io' PRIVATE SANITARY SEWER EASEMENT, MH-11A LJJ I (EASEMENT LOCATED IN OPEN SPACE FOR L1J I 14 I I \ 1 I I _ LOT 4's SANITARY SEWER LATERAL/SERVICE) / / izo' ACSA SANITARY Lf) ' I I _ _ - L/ PG. / SEWER EASEMENT A D. B. _, PG.ULI — rA rrtvrvx�v ia. v.av I 3 _I e / /I \ I / TYPE A BLOW -OFF PHASE LINE - ' ASSEMBLY 54 / \ / � LOT TIE INTO EXISTING SANITARY SEWER LOT L M 15 / I / MH KAPPA SIG 1-9 -PROPOSED(2) 6" 450BENDS 9 s 55R POSED 6" L. 52 DIP MH1 Q WATERLINE, TYPLs 13+0 s T MANAGED STEEP COUNTY DEFINED / VARIABLE WIDTH PUBLIC ACSA EASEMENT SLOPES, TYP. D.B.�PG._—� < LOT / _ 57 M �' LOT _`' L ________ I J PROPOSED 8" CL. Sz DIP a 16 w I WATERLINE TYP. / - F VARIABLE WIDTH ACSA . _.. h LOT MH2 - Q PROJECT BOUNDARY a / / ANITARY SEWER EASEMENT 8 -_---___L ------ --_- I ____ — -- j i 04 ;�- - L5O59 T >.�•, I D.B. PG. TYP. PROPOSED 8,OLOzz.5°W/LBEND 0 53 PROPOSED 8"x6" TEE, 6" G.V. & COMPLETE FRE e ' HYDRANTASSEMBLY 2 Q��J0j QA\( QOJ �L� 1 LOT / � J / PROPOSED 8" x8" CROSS, \ t I� P / PROPOSED /'� 1] 9� I R4 1 2t 0 8" G.V.REDUCER, (z) G.V.8" 45° W/L CO .V. AND (z) 8" . BEND COW BRANCH STREAM z z w w z Ln g a o F w 0 U Z w 0 z w z O O aJ o aS x z OV o OU � K 0 > OD Z0a w 0 O w U a O w> g dj . 0 O w w O O ¢ � w a a d > 0 M Lu w W m m m w VJl M U)¢ w Q w w d 0 H w w a (wA H 0- > W Zw .. Ln tie Nr1j co N N N N N 8Ny N M V V rn I Z0-' c\I W N 0 z Q W N Q Z > C) LL Q W i Q L9w CL z 0 J Q � I -I W L1 H_q Q W Z(n � W W J� W 00 u0 c\I � O 0 � F w w x a � JOB NO. 202194 SCALE 12 �o 1" = 30' SHEET NO. 6 PROPOSED 8" G.V. & 8" TYPE A BLOW -OFF ASSEMBLY T.M.91-13 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B.1033-313 D.B.1033-313 D.B.619-368 PLAT PROPOSED 8" G.V. & 8" TYPE A BLOW -OFF ASSEMBLY — VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT D.B. _, PG. I T. 91A-B 1 OFTEN HASE IV,AVINITY AVON P PERTIES,LLC D.B. 67-750 D.B.48 -228 PLAT I T.M.91-12A / THOMA DANNY B SR WB\1�P .131 PLATPLAT ACSA GENERAL WATER & SEWER CONDITIONS (September 14, loza) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. z. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. S. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OFTHREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OFTHE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. n. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). Iz. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS SCOTT/R. CULLINSZZ Lic. No. 035791 � a 4/29/22 ,0j I II k12 _• Z �z 0 _ �ROPOSED8"x6" l a a5 TEE, (z) 6" G.V. U) 0 F — AND (z) 8" G.V. U) a0 w K LOT O o Q e 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO D.B.1979-46 & 47 PLAT ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. VARIABLE WIDTH PRIVATE SANITARY SEWER EASEMENT (EASEMENT LOCATED ON LOT z3 FOR N - LOT iz's SANITARY SEWER LATERAL/SERVICE) D.B._, PG._ Q > C = W II — VAR IABLEWIDTHACSA W Z L SANITARY SEWER EASEMENT `L W A D.B. ___, PG. w �LOTCLiiii r r T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 F- z i w In - � F uU w � 0 F- w w > w z O S aZ5 2 }U O} OU z U z U 1-- V) O 0O} OU a U o g «c J c� J cl� CL Q a aLU a a 0 i W LU aC ivwi m M w a w Q w w Lu w V)) a > Lu clC ce o-) I� \ \ — PHASE II N" \ \ \ PROPOSED 6" G.V. & 6" LOT \ \ PROJECT BOUNDARY, TYPE A BLOW -OFF PHASE LINE Cn TYP' ASSEMBLY - 54 N ' \ LOT PROPOSED(z) - 55 RbPOSED 6" LOT - - 6" 450 BENDS a s CL. — — — — _ _ _ _ — _ MH1 O s WATERLINE, TYP. LOT Sz DIP 42 L-_____ I LOT C 41---------------------- 13+0 IS PROPOSED LOT LINE, TYP. VARIABLE WIDTH PUBLIC 5 ACSA EASEMENT '� N _= LOT 1 _ - --- -- -- - - -- 1 -- D.B. PS7 Cn B. PG. z 43 I - � -- - I I 1 _ I I I 1 I I I I I I = I I I- 1 1 � o� 1 --3___ wN II=_-__-_- 1 - -__ = ______ _ _ 1 __ g - J ------- -____ ---- ---- ___= J� ,� PROPOSED 8" CL. 5z ___- ___= --------- WATERLINE, _ ___= Z > WATERLINE, TYP. II a > LOT Q I 8 I I 5 > I I I „ I I I �o� I LOT LOT ___ LOT LOT LOT -- LOT wln PROPosEDs Z Q y LOT 1_ 1 I I I =__ I LOT zz. ' w L BEND LOT 1 1 1 LOT 1 1 6 1 1 47 1 1 1 48 1 1 49 50 1 51 52 1 53 1 a >"- LOT 6/ L J Q ROPOSED 8"W" rp PROPOSED 8 x 'TEE, 6' !}!} 45 4 ' a G.V. &COMPLETE FIRE -- ---- _= PROPOSED 8"x6" TEE, 6" J ` - ASSEMBLY , ____= __= _- --- _--- __ -___ IIL 59 G.V. & COMPLETE FIRE y .. HYDRANT A , __ _____ = _ -__= a 2+95 1 L J L J L — - J — — - - J — — — — J 5 HYDRANT ASSEMBLY > • // --- — y •. � J L --- J L — — J ,;; — — PROPOSE 8'x "TEE, 6.; :. Lu L1J __ _ IL P J f G.V. &COMPLETE FIRE F ROPOSED "CL5z DIP PROPOSED WATER HYDRANTASSEMBLY PROPOSED '� Ip WATERLINE,TYP. PS 6' REDUCER (R OSS, • SERVICE, TYP. 12+0 i o W w AN / Z 0 ° I G V. D z 8" G V. •- 8"BE /L w w w w. w. w.. w - w. w "W - w w H1 w w w ".:w w w w w M�iARY JAC�CSON COUR _ - w�-w \ W_ 22+ON 18+0 PROPOSED PUBLIC ROA w Z „ 20+00 19+00 s a ( 'PUBLIC.R/W 3 17+00 �w w ; w MH8 s MH6 a \ X MH5 16+00 .. �- MH7 s LLJ ul 1 VARIABLE WIDTH ACSA r --- rROPOSED SA IT RY 1 r ---- ____= P '- — PRO OSED 8 ` ----------- 1 (LATERAL (TYP1 1 1 1 1 1 SANITARY 1 w l MH4 SANITARY SEWER EASEMENT SEWER SERVICE — — DB., PG. SEWER, TYP. -- 1 1 1 11 1 1 1 1 1 LOT __ _ LOT LOT - _ 1 LOT LOT LOT ii LOT = - LLLJ W LOT 1 1 38 1 =__= 6 1 34 1 33 1 32 31 30 1 1 z9 1 z8 1 LOT 37 1 3 1 35 1 I LOT LOT 40 LOT 1 1 1 1 1 1 1 I LOT LOT LOT z �3 zz J z 4 U) _ ---- - -- ---_-------- 11 + 5 39 1 = =.1 -_= 1 1 1 :1===== " ---- 1 0 I z7 z6 1 1 I ; I - PROPOSED "CL.52DIP ~ WATERLINE, TP. — — zo' PUBLIC ACSA LLJ EASEMENTI � G ' 1 Q 0+00 1+00 1 +I75 O NOTE: A WATER CONNECTION CANNOT BE ESTABLISHED ON THE / a- S S S S S S y - _ — E€T6 — EXISTING MAIN UNTIL THE AVINITY ESTATES EASEMENT IS RECORDED. u N — w�� — �I M M M M M M AA �' �' ; _ EXISTING SANITARY `] T. M. 91-1-1 E— — _, .. � i M M M M 1 M M M M M M M SEWER LINE M M JOB NO. AVINITY ESTATES,LLC / ` M — — — — — — — _ _ — 202194 B. 5124-678-A PLAT \ i- M — — — — - EXISTING DIP — — o— — xrc�cEiLE D.B.4990-174 M i + -- SCALE D.B.4894-228 PLAT / i EXACSA ESMBUC T.M.91-16D o 30 5 30 60 Iz0 i SCOTTSVILLE ROAD HOLDINGS,LLC D.B 558-379 PLA� � - 1 / _ C/0 KAPPA SIGMA FRATERNITY W LWITOHEAhz'x8C�'Ts.&V. SHEET N0. / 12" DIP D.B.3257, PG.702 ( IN FEET ) D.B.550, PG.608 PLAT 1 inch = 30 ft. 7 Pie 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 SWIM Esmt. 25 24 24.2 25 27 18 31.1 32 39 15 20.5 21 43 18 17.9 20 OPOSED TED 50TTW �Uu"3 \ NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT \ / v(/ALLA_ E ING WAL 500BG 498 BW CO F NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. IAMONDPRO- 498B�498BW- p \ 4 / / ' 1 �STA.3+00 / pNo. / COLO�BLUE RIDGE i / 506 TW PROPOSED 8" HDPE YARD / 502 TW6 BW \ YD-4H 508 TW 498BG DRAIN SYSTEM w/ id / 6 BG49 / 4NOTE: WALLS 3o" AND HIGHER SHALL REQUIRE A HANDRAIL PRIVATEDRAINAGE �' 500I3G 505 BW _ CO-4Gi 494 BW YD_4E 508T498 BW EASEMENT. \. I �51 500 GDB.PG. y/ 9/ 508 TW \ 500 TW YD B _ I - - / COIjNTY DEFINEq / 49 BW VARIABLE WIDTH WALL 495 BG 4 ( L - I IV PR SERV STE 500BGA1MAINTENANCE ISLOP STYP506fW/ C,-4F//h�EASEMENT 494 BW o �\ y /500BG 498 BW / YD DB. PG. 500 TW 4 /�' / f \ LOT / / �� Cc I �� / / 8B 5p / // ��SSIONAL Oc 495 B�� / / T WALL A - 494 BW ? YD 4DYD E STA9f00' ` YD 4 \ GAR=492.33 / / \ 2F 1 I 500 TW A GAR=492.42 \ FFE=394.33 / / // k A A LOT I ftft �\ 499 �\ 8 \ \ \ FFE a9a.az V I � Imo/ / / -_- j GAR-492.33 /� / M TI 4A FFE=51�4.33 / / LOT /. E 7 6E �$ / / / PROPOSED 18" YARD \ � • >. � � � DRAIN INLET, TYP �\ -, � \� _ ago 6z \ V` // / _ / / V � �� F _ � / � V I ,4�� YD 4D / /v E \ \ �.. LOT GAR=492.5 \ 49� °.. •.; \ �r / / / I / \ L / T Z PROP SE 21` \� 37 9 484 / g \ /PUBLIC DRAINAGE LOT � _ � °' '^ o '� / / / • � - ASEM NT GAR=492.50� ' • \ 10 '%' - 5' M N. H RI�N LSE ARATION REQ IRED BETWEE� / / FFE 494.50 _ � � 26 ACSA UTILITIES &STORM SEWER, AS SHOWN. TYPICAL. ////I � � C o I cAR-a91.9z \ 4 OT / a PROJECT a o2$ a91.13 - ,p `D.b.C) ` ."..• w 4GAA/49/o/ BOUNDARY, O+ Vx f 2 386 ' ` YD1E I I I i � L1O2T FFE93.67 �II a2% , n3y419+.�p �W s_w wPROPO °D U LIC RO w SMT=3.79 GAR==$493.3300 01 - 9o.zj BU zoFoE' WR,pP QQ/ P OURT � D i< / /OW BRANCH STREAM SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX I I \ I 3 N 6 (49' PUB IC RIN/) /�J / / / / C WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF I 4� \ o� ° $/ j / % / W z L 6o LBS. PER ACRE, OR i LB PER 1,000 SF, UNLESS SPECIFIED OTHERWISE (TYPJ I _ _ - 38 ' ( w T / / ' / / //It l \ •" g pp w j/W'.. /491.26 i - z� ° � o I O s ° O a9o9 OPOSED SEGME D I LOT \ \\ STD CD-z RETAINING LL, / / ' CONTRACTOR SHALL EXTEND EXISTING / PROPOSEDio _ N PRIVATE DRAINAGE I I \ - I I °,, \ DIAMOND PRO - ULVERTS SHALL BE ` CULVERT BENEATH RTE. zo WITH PROPOSED EASEMENT I I I �13 Gq.R=491.00 i1 75%a89 3]� NF GAR=491.83� i h COLOR: BLUE RI / OUN�TTERSUNKA WIDENING. SEE PROFILE ON SHEET zz FOR DB._PG. I I FFE=491.33 II N 'g \ I LOT I / \� NiMUM5F 6" ' / DETAILS, OF HE CULVERT EXTENSION. \ �, FFE=492.17 -•l / - / / \ I - o I I - /���J�yj;(( I - - - �� \ GAR=490 6 i A I 2 F Z j w V) F O Lu In 0 w f 2: au � m }O r O O -- i V) o ~o o} uo a u > g W J 0 d ¢ d a > Lu a w w Q a >Lu _ _ \ FFE-493. 0 i ' .--i n) N N N FFE=491.00 LOT \ I I GAR 492.67 � - � ALL B - \ �� � ,y . I 1 \ I BSMT-484 5 LOT I BSMT=4�2.83 T +5 ul `y Q _}_ I I F€=94&.5 I O // _ 00 aN LOT Na _ YD1 D 00 ul)\ G R=489.67 16s% 4s�s.1 ' _ - 3 14 \ 475 BG ��/ o z � o ; v v 3 p _ / 474 B h� LLI � \ FFE-490.00 �I A :3�ay � � 1� - I \ I � PROPOSED B"HDPE ROOF/ _ PROPOSED 18" YARD V LC1T ` ! FOUNDATION DRAIN w/20' _ DRAIN INLET, TYP. A PROPOSED DRAINAGE � PRIVATE DRAINAGE EASEMENT I 75 G ' V/ 1 (z) PROPOSED 48" RCP LLI Y� \ I 4 ° : 36A , I SYSTEM,TYP. '/ PG. C - / 480 4 BW �- _ � / i 6 CULVERTS ,Jooe V� \ _ 0+00 76 G/ 4 / iC V A `Q I .� �� `. RF 9 / 480* i P a7a UG 47a 11 i I II ARIABL-€ WIDTH WALL 4 O BG I _ \ \\ I _ _ - - �.•� P ED 8'P -MAINTENANCE 0-)78 B / - ' 18B \ - - \ ° s 3 +III > `PROPOSEDVA EASEMENT Q o TD. C z D_ ,48 PROPOSED VDOT � - -_ _- �� 3Z" L9 r-- � �qp, 17+00 STD. -CD-- �� PROPO E VDOT �{ r% LA I �\ PROPOSED 8" HOPE ROOF/ PRO SED VD T STD�EWa ' d; 13}p0 LA�`IE FAR CRC.RA6 Yt+ 0) FOUNDATION DRAIN \ '_ GA PAJB STD.CD- 15+00 -- -") `b SED W) SYSTEM w/10 PRIVATE /PRQPO PROPos€DVDOT 6+oo % �-- - DRAINAGE EASEMENT 3 _ i / DB._PG.� 18C 1 +00 / PROPOSED VDOT i8A ` \ STD. CDa J35/ - 4 __ _ 1 47 ' , . STD.CD-z 1I oroSEDv oT +oo $ED VDO / 20 PHAS II \i -- - --- ROPO b STD CD 468 ------- j - - - F1B ° _- � - � • . ^ � � � (z) PROP •SED 60" RCP -- - _ p � 7 / - PROPOSED VDO O% p CD zo' - i 48 34 R-487. CULVER-T-S - -- 0-) IVATE DRAINAGE 2.7% / LOT �'�' FFE 489.00 r \ - - •r \ O� STD.CDa �� / N _ PROPOSED VDO�'STQ. EW-7 3 BSMT- 78.83 / EASEMEN - YD-56 IGAR=490.67 a / / 74� DRAINAGE 7 DB.PG� - F�E=491.00 54 RF�A \ a6 9z' / / ;LOT / // / ALL -S\ /�. / PROPOSED PUBLIC / ` ` ` \cam C\I J z PHASELINE - 3go� II ` l `b� % ` EASEMENT �ROPOSED VDOT STD. EW-7 �� LL LOT COUNTYDEFIN D -� m I III D. 15/ 1 � / 746G --CULVERTS SHALL BE MANAGED STE P-- M ��`6' VARIABLE WIDTH WALL / / I/ 472" COUNTERSUNK A _ Q IGAR=490.6 PROPOSED 12" SLOPES, TY •'• I &MAINTENANCE MINIMUMOF6" - CULVERT RHALL E i C) DRAININ Tw/01 SS 1� 33 474 TW C / / \ � � s � FFE=491.00 / CLEANOUT, TYR O - I � EASEMENT % '� 471 G I / ` w H TYP PROPOSE o' s I I -q) I 469 W / � 1 � / _ DB._PG._ / �..� ' CPW BRANCH STREAM \ _:' MINIMUM OF6' PUBLICDRAIN ! Y.7 LOT I \� PROPOSEDB HDPEYAR ''�.� 31 / �� �` - / / '� W LLF-STA. O�,,,QQQO/ \ / EASEMENT r IFFE 4910p 56 / �'Irn I O PRAVATE DRAINAG o' / 47TW PROPOSED 2z' EMENT. 32 - 4 BGW,n JI/// PROPOSED SEGMENTED RETAINING WALL, > PUBLIC DRAINAGE L / ---DIAMOND ROy S / JJ %--\ 2. % GA LOT, •� LLJ EASEMENT - - INTERMITTHN'f STEAM - ' � R=490.67 I I DB. PG._ ti /r� / / �\ COLOR: BL.UE'RIDGE ° \� / _-- J�L9 I 1 I GAR=aa7. 34 / - --- i 3 w ^ •pl PROPOSED 12" HOPE ROOF/ .� RO E V �T FFE=489 16 ` I ~ I / / ✓' �� / / / �`� �, 0 2 E-491.00 57 FOUNDATION DRAIN BS 478.8 f < FF - / - o / Z > F :� SYSTEM w/1o'PRIVATE 3 � J� / O � ✓ J vPROPOSED 1z" � 1• CLEANOUT,/TYP. I a j % IGAR=490.67 LOT I DRAINAGE EASEMENT : - ' ROPOS�ED VDOT I ° I _ / �J �4�• / / I� FFE=491.00 iS8 I DB. P I \ ' P OPOSED PUBLIC �� �� Q CXJ LOT LOT w a I �� 29 a .6 STD. 2D-z / \ �/ I ° 1 / 3o'DRAINAGE k, O �' _ ____ tn.- PROPOSED 18" YARD \ i 52 Y S3 a I DRAIN INLET, TYP. \ I _$- 1 PROPOSED RIPRAP LINF�D EASEMENT ,`P O �L U PR P ED / \ GA �9s.3o O zp% LOT p /a o os 30 2 �'�� �C 0uj F E-497.30 - --_ GA=493.40 DRAIN I / PUBLIC DRAINAGE g3 STREAM S BAN �\ J PO �� QJ _ I I k ... 28 / /i EASEMENT K / O� FFE=495.40 _ __ �a FFE=491.00 59 'I YD-2 �$ _� ' i DB. PG. PIOPOSEDVD TSTD.ES-1 - _- J....._. .'� RP6 FFE=48567 L D I PROPOSED SWM FACILITY & 494.36 __�. - � 1] � MAINTENANCE EASEMENT � �" �+ � e ' \ 9 / / og ._PG._ _ PROPOSED32 PUBLIC \ / / �� �' / O� / DRAINAGE EASEMENT `- -�- w w / -.,,. w 85.17 �yq LOT / i. �� ALL D�- w w �5 5.a ?s\ F °Q8 18 / S 1+ 5 / W 17+00 6A / % �8es � 83 T LLJ 4 w _ � ?\ c9 ° / � ry 1 .483B�i ' 1 � v LOT � VJ yly I / /� � � _ �� 16+00 I+I+A � 3 � � � � ''` ,�� � / ��F`QF�S 1 ✓ / % �' 75 B � 494.31 • ° e 492.3 ° 6 45 as6.o 26 Y / �c99 �som� 9 / \ PROPOSED SEGMENTED /+ 43 y Fp Q8 LOT / RETAINING WALL, DIAMONDPRO- O N S - 487 0 .go .� V 'Cj i��i 83 COLOR: BLUE RIDGE / - - - - - - 1< 3 S y88 5 •/ B4 LOT V / 77 6 / 475 B ...GAR 49483TY M� I f y88.y 488.y 468.0 \ 2 \ \� I J Q FF 495.17 GAR=492.83 w 48967 8 67 4688 PROPOSED zS'PUBLIC 0FFE=493.17 3 I R. A �� V DRAINAGE EASEMENT WIDTH PUB IC / A Via- O LOT LOT _ . D INAGEEASE IENT -� I - 28 I - •°•' DB.-PG. -v v` 4 -°:� / I NCD LO,LOTLOT LOT �3 22LOT LOT w225 =6.33 w OPOSED 27 26 FFE-496.33 BSMT=486.43 FFE=485.77 C F FFE=497.0 FFE=497.0 FE-496.33 _ I B BSMT=486.43 S0- � MT=486.43 / / � - � / / I I _ ... / / / / / / BSMT=487.1 BSMT=487.1 / / �3 �ry � JOB NO. SWM FACILITY SEE WPO '� P S D VDOT STD. ES- - - - �- -- - - I- I-- z0z000037 AMENDMENT #z ' _ 5 _ g - AILS. GRAPHIC, GALE o` � 202194 9 7 � / O� ,\ ,..,\G C., S SCALE z4 i / -- _ 4 1+7S :� /� G.�� I - / 30 0 15 30 60 120 _ �� 8if C>--0+00 4 1+00 6 --_ - \ \ I I COW BRANCH STREAM �J / / u, zz ROP SE DOT PROPOSE V OT STD. ES 1 PROPOSED z3' - - PROPOSED4gALL D - STA.D+00 - 483 TW / I - ` / p'�\� / / / ` SHEET NO. PU DRAINAGE BENEATH PRIVATE ACCE515c�n - _ c> _ �E)n PROP05EDg HDPE RIC) J j - G, 475 BW IN FEET ) NT- RQAD-C ECTIOd+� P A. LOFT$-kAINS "E7ygE 477BG 1 inch = 30 ft. - -G LOCATED DB G.�: LOCATED WITHIN PRIV TE - DB._PG._ .(�. -. \ 1WA5LI SA L H 0­ 499 4941 /Z SCOTTR. LLINSt2� U Lic. No. 035791� 4/29/22 10INVAL V, YDiE GAR 493.33 4_'V'492.5 U) LO FFE = 93.67 F_ I (I IIz z Lu Lu U) 12 2: N z 0 0 z LLI U) z LU U z u z w 0 Lu z 0 o6 0 d6 C) U 0 u U F- z z 6 =) U < =) < U Ln 0 0 Ln u u 0 6 < U > LLI w W w PROPOSED 10, LOTII z _1 _1 w 0 0 LU W W w PRIVATE DRAINAGE 0- < m 0 \13 GAR=491.00 Ln > EASEMENT m 0 x 0 w DB._PG. FFE=491.33 > W W Lu Lu Lu Lu t w CO cO (n cO Ln u) 00 M ­1 - _j Ln < > > > F- Lu Lu Lu < a > Lu ❑ Lu Z LLI w YD D ui (n U) Lu GAR > > LLI Lu FFE V) I PROPOSED 18" YARD I LOT Lu DRAIN INLET, TYP. 14 z YDiC u 18B [1 TD 17+-1 r­1 r-4 rrm- 4 r `­" NOTE:-WALLS30 AND HIGHER S6V00 4 4 o0 PROP " 4 ­i mQFOUNDATION DRAIN Rg"�D �EW-i CrWALL C - STA.0+00 SYSTEM w/so'PR ATE m ROPOSEDV 532 T DRAINAGE EASEMENT EMEN :L8C 18A,� STD. CD- . . . . . . . 532BG PROPOSED SEGMEN DB.-PG.-7:7--- 524BVV RETAINING WALL, PROPOSED 8" HDPE YARD PROPOSEDVDOT 532 TW DIAMOND PRO - DRAIN SYSTEM w/ I ' I li ) -------- +00 STD. CD-2 526BG COLOR. BLUE RIDGE PRIVATE DRAINAG OPOSEDV 524 B SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX EASEMENT. STD. CD-i DB. PG. 6o LES. PER ACRE, OR i LB PER i000 SF, UNLESS SPECIFIED OTHERWISE- _ ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF I 22B (TYP.) '_A� 1 19 --- -- --- -- 19+ 7 22A VARIABLEW THWALL WAL -------------------------- - -------- +30 W 48 TW MAINTENANCE 2.7% DB. PG. IVATE DRAINAGE 0-) 4B� ----572 BW Yo EASEME 0 8 6 50 ­502 BW D pr�T fA TW 26 W 5Z2-TW--- 504BG LET 504 TW YD-5B 508 TW 54 RF\ PHASE LINE 5�' BG G -5-2i 518 TW 516 TW 514 TW 5112 TW 5 10 TW 520 W 5 8BW 516BG 510BG 508BG 506BGfI 502 BW LOT 51b BW 514 Bw 514BG 5128G 505BG 0 508 BW 506 BW_5,j0A4 B�W­ --5-1-2 BW 510 BW ------ -- GAR=490.6 55 CPROPOSED 12 1 ko ATEZ-530 T DRAIN N�,E LEAN.UT, TYP. I - - �o TYP _OT 22 -/ 0 OT L L PUBLIC DRAIN 77r� �1� PROPOSE 1_741 LOT 42 EASEMENT bRAIN! 56 5� YD-3D B._PG. j PRIVA- FE=525. YP. PROPOSED 22' GAR==5S227S',q.0 GAR=523. FE L DUBLIC DRAINAG w _ZL_z LOT EASEM 0 Lu d GAR-490.67 DB. PG. N FFE-491.00 VYD-�3 -------- 57 12"HDPER YD-;( YL I - < LLI )OF/ FFE=524.00 ....... FOUNDATION DRAIN w GAR=522.00 222 ---------- PROPOSED J SYSTEM w/ io'PRIVATE Z > 2.. % CLEANuU 1 0/1 1 . 11 1 IGAR=490.67 DRAINAGE EASEMENT < L LOT LOT LOT I I I LOT _L� I 'RG. - > ------ T :D 18" YARD - ----------- so Lu DRAIN INLET, TYP. LLJ LOT LOT T 8 1 - 11,11' PROPOS LLJ 46 A -4�95.3011 2.�% LOT 44 1 GFE= 04 0 GAR-499.30�1 11 rZ S - I _j GAR=519.33 ii GAR=507.50 ----------- 6.0� E=141.1. --------- GA 3 1 1 11 .......... 59 _j I I GAR= o FFE �511 ___-11 ----- I YD-2 -521.33 P' I - ----------- _GAR=515.00:1 ----------- -2-1 ----- ----- -Ey ------ E= 5 41 FFE=��11.uu > FFE=517.00 B ------ L9 LLJ \ � �� N \ /\ F_-. � -.. 20.25 5 14.0 w OSEDVDOT I STD-CD-i �L P -F)) U If y 11�1 I) cj6 PROPOSED VD_O_T STD. EW-i 2 0 it < 4 + (D PROPOS VDCT U SoA CD-i Lu 2.5 ------ --- ---- GAR=497.171L -----nn _D GAR=514. GA -510 75 FFE=499.17 V) FFE7-516.70 FFE _510 D31VI I =495.A BSMT 3SMf=48q.0q' rR. GAR=523.30 BSMT-506.54, I SM =S ii \T WIL) I A PUBL B102 T5 LO LOT LLJ FFE=5 30 LOT T ---------- - LOT �T LOT LOT �7 "-4 ---------- LO LOT DR AINAGE EASE VENT /""33 32 30 LLJ BSMT= .13 LOT --------- fj I LI�T mle GAR=522.00 I I I t_� I --1 31 28 1 DB._PG._ 0 FFL-5Z4 UU 37 VARIABLE WIDTH WAL LOT LOT LOT L�T 38 6 34 2g Lb� AINTENANCE LOT LOT 23 22 PROPOSED %&M, EMENT ---- LOT UAR=495. HDPE�ARD 84 X EAS ------ 25 2 67 Ir) 39 -PG. 27 26 FFE=496.33 ------ ---------- OPOSE -496,33 FFE=485.77 --------- ------ ------- 36.43 DRAIN SYS�EMAQ' VAR. 7-' --- - - --------- I I I ---- ;;-4 ------ FFE BSMT=486.43 rj WIDTH PRIVATE DRAINAGE FFE=497 0 / EASEMENT BSMT=487.1 BSMT=487.1 EA F AV PROPOSED VDOT STD. ES-i DB. PG. ---- Ld "i - - I d D� 14 WALL E I -_ - - 1 -F I .2.__ - - - - I CO-1 486 BW < NONE- M 11111111I � 1 1+ - - - - - - - - - - - - - - I 00 516 -y=--4 -4 41� 0 0 4;�e �-��86--�0+10 L ��153 77 1 PROPOSED22' PROPOSED CULVERT / PROPOSIED/14" PROPOSED SEGMENTED PU � =D PRIVATE IROPOSEDVDOT 0 9 AG STA. 0+54 -ion RAINAGE BENEATH PRI CD-i PROPOSE V OTSTD.ES-i PROP FDR"HI PE RCCF( CLEA�OUT AININ(3 WALL, 110 n I UBLIC DIZAINAGELo nPROPO IN 71Z"n COU�MCTIOU-:t s C7 Q B_(r� - - - --- - - - ____EA ION-URAIN SYSTEM DIAMOND no - DR 48 490BG 4M - - - - -DB--, - PG. LOCATED WITHIN PRIVATE Lu m �--49 ARAJIAAL S COLOR:,UE RIDGE _490� D(�31NAGE ;-su ENJ 0 M A�, - m m m/ 484 - 9D�� U) 17 49GTW� 4 -494- ... . ... JOB NO. 490BG m m m 7- m 4B4 iW 202194 N WAL L, E 0- -s CvL 0 VD? T STD. ES-i + SCALE 30 5 30 60 120 00s rl 0 ill = 30' K SHEET NO. IFEET _00g 1 inch=3TO ft. 9 _j c 0 0 0 0 E 0 STRIP) I GUTTER) CIL (VOINTOF NNISHEIGRADE) 4' aE' 2E' y' ~(BIKELANE) (!RAVEL LANE' (!RAVEL ISO (BIKELANEI 3r F/c-F/c R/W-P,W TYPICAL STREET SECTION - 45' PUBLIC ROAD R/W (GALA.YIE FARM LANE - STA. 10f00 TO 14*10) 25 MPH DESIGN SPEED (SCALE r'=5 x- o' ¢c e PN6 CURBq BID 4' E LANE) (TflAVELLANEI TRIP' G"nER' ANnn STRIP) 6' 5' 5' ;CONSRETE )PLANTING (C4E ON SPREE sIDE.LRI STRIP) ,_ PARKING) Mln STRIP) CIL INSISTED FINISHEDGRADE) 1/4":2' GUTTER) I STRIP) NO ON -STREET PARKING ALONG ROADWAY CIL PONTOF Pry HEDGE DE) NOTE: 1. ACTUAL PAVEMENT DESIGN SHALL BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. CBRS SHALL BE PERFORMED DURING CONSTRUCTION AND THE INFORMATION PROVIDED TO THE DESIGN ENGINEER TO CONFIRM THE PAVEMENT DESIGN FOR THE DEVELOPMENT. 2. A 1" BINDER COAT SHALL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC ON RUBIN VERA PLACE AND MARIE CURIE COURT. THE FULL 3" BASE PAVEMENT SHALL BE INSTALLED ON GALAXIED FARM LANE AND MARY JACKSON COURT TO HANDLE THE CONSTRUCTION TRAFFIC. 3. PAVEMENT ON ROUTE 20 SHALL MATCH THE EXISTING ROAD PAVEMENT THICKNESS AND DESIGN. 4. THE SM-12.5A MAX LIFT THICKNESS IS 2". THE ADDITIONAL LIFTS MUST BE PLACED 1 YEAR APART PER APPENDIX II OF THE 2018 VDOT PAVEMENT GUIDE. t TO. � 5' 4 mF TRAVEL TRIPS) IBIKE WJEI RGR - 32' F/Z-F/C 5j R/W-R/W TYPICAL STREET SECTION - 57' PUBLIC ROAD R11#r (GALAXIE FARM LANE - STA. 15f41 TO 167"48) 25 MPH DESIGN SPEED (SCALE 1-=5 J CIL (POSTER FINISHEDGRADE) V4 i 4 4 -- (C�c -- (BIKELPNEI RRAVELLANEI RRAVELLINE) - - (BIKECORG - - CURB& - - 38' F -F/C GuneR' 63'R/W-R/W TYPICAL STREET SECTION - 63 ' PUBLIC ROAD R/#r (CALA-YIE FARM LANE - STA. 167L48 TO 16f91) 25 MPH DES/CN SPEED (SCALE 1-=5) (R NCO! FINISHEIGRPDE) T14"'i ANTIC 32'F%C-F/C 53! R/W-R/W TYPICAL STREET SECTION - 51 ' PUBLIC ROAD R/fY (6!.4LAXIE FARM LANE - STA. 147L10 TO 15f41) 25 MPH DESIGN SPEED (SCALE}1-=5 ) CIL (POINTER F NISxEOGMOEI 11..1. I �1 ..V -- 4 0' -- (BIKE WJEI (TRAVELTRIPS) 10' CIA 6 CNOVELUNEI NaE& z4 F/C-F/C 49'R(W-RIW TYPICAL STREET SECTION - 49 ' PUBLIC ROAD R/0" (MARY J,4CIfSON COURT d� MARIE CURIE COURT 25 MPH DESIGN SPEED (SCALE' r'=5 f (POINTER CIL xNsxEDGRADE) T/a":r I Tla":r 6' S15 IN -STREET 1L 10 (CG6 .gRKINGI RRAVELLANEI IT RAVEL LANE) CURB& 3o F -F/C cunEel 55 R/W-R/W TYPICAL STREET SECTION - 55' PUBLIC ROAD R/A r (MARY JACIfSON COURT - STA. 13f01 TO 13f49) 25 MPH DESIGN SPEED (SCALE. r'=5 f GRA�E' E% S:) \GRq _ (c�B VAR. WIDTH VAR. WIDTH DOE �- IL` GUTTER) DRAVELunE) DRAVELunE' VAR. WIDFH F/C-E/P DITCH VAR. WIDTH R/W-R/W IL STREET SECTION - MAR. WIDTH PUBLIC ROAD R%W (CALAXIE FARM LANE - STA. 16f96 TO 187L35) 25 MPH DESIGN SPEED CIL (REINTOF xNsxE cRnDE) R GRADE' ,■nnmmnnnnnn■unnnnnnmm�nn DITCH VAR. WIDTH R/W-RAN (L STREET SECTION - MAR. WIDTH PUBLIC ROAD R/#r (GALAXIE FARM LANE - STA. 18f35 TO 19f04) 25 MPH DESIGN SPEED (SCALE 1-=5 J CIL (POINTER FINISHEDGR DE) 114':i :T Inunnnmmnn.....--------------- nnn■umm�nunnnnnnnnnnnmmnnmm STRIP, 8' (PARKING SPACE) a .ANTI. STRIP) T/- 4" T TO' ITRAVELLWE) Tl4':i 6' NO ON -STREET PARKING ALONG ROADWAY ANTI STH'I GRIP STRIP) _/4':i NO ON -STREET PARKING ALONG ROADWAY NO ON -STREET PARKING ALONG ROADWAY T14..:T' (POINTER FNISHEIGRADO PROPOSED 2" SM-12. EXISTING EXISTING STONI COMPACTED Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base In a Dp Galaxie Farm Lane 523 2 543 4 4 12.63 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 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 8.98 Ma Jackson Court Mary 391 2 411 4 4 11.66 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Rubin Vera Place 70 2 90 4 4 6.38 SM-9.5 1.5 1.67 BM-25 1 1.67 21A 8 0.6 8.98 )TE: PAVEMENT DESIG7 FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISIO R„ D NDARY ROADS II NIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. I A , , , t / J ' Lie. No. 035791 a 4/29/22 L IC RD / i Eo vueL i ) / PRovos 'P / _y L _ / PROPOSED pUBICR'N� � \ Z e C W w ( Z ' L Q /Ln_ -- / / MARY lACK50N C011R pxoposeD pueucao c� ' --� < w � l %� / w CID c 14! III TRIP GENERATION CALCULATIONS W TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) li i I 43 SINGLE FAMILY DETACHED UNITS (CODE 210) 16 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220) 1 TRIP GENERATION MAP EMERGENCYACCE55/ - --- ADT: 523VPD (261 ENTER/ 262 EXIT) PARKINGLDT _-- - - AM PEAK: 39 VPH (io ENTER/ 29 EXIT) SCALE = 1 =100 PM PEAK: 52 VPH (32 ENTER/ 20 EXIT) ASPHALT PAVING - MILL/OVERLAY ALONG ROUTE 20 NO SCALE PROPOSED 2.5"-2" SM-9.5A SURFACE COURSE PROPOSED 2"-3" BM-25 20.5' TO 22.5'. 3-4"HARDWOOD 2U STONER DUST �j�i�/,y*.'.... /�\/ /�' �\ .��\/ \j� \ COMPACTED SUBGRADE PRIMITIVE TRAILWAY NOTES: NU Z1UALC 2. THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE "PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION TH. 2. 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 2" STONE DUST. 2" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. (VARIABLE WIDTH) 4" CONIC. NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER A < :. \��� 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE INTERMEDIATE COURSE SEE PAVEMENT CHART GENERAL CONSTRUCTION NOTES FOR STREETS:• PROPOSED 4"-8" 22-A FOR DEPTH OF EACH COMPACTED AGGREGATE BASE PAVEMENT COURSE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE COURSE COMPACTED SUBGRADE ASPHALT PAVING - PROPOSED PUBLIC/PRIVATE ROADS NO SCALE PROPOSEC CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLE77ON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A SURFACE COURSE NATURAL WATERCOURSE. PROPOSED 4" BM-25 IF0 .5'or io". 4. GUARDRAIL LOCA 77ONS ARE APPROXIMA 7E EXACT LENGTH, LOCA T70N AND APPROPRIATE END TREATMENTS WILL BE FIELD INTERMEDIATECOURSE EE PAVEMENT CHART VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE PROPOSED 9.5" 22-B COMPACTED R DEPTH OF EACH OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE AGGREGATE BASE COURSE AVEMENT COURSE R COMPACTED SUBGRADE-----___.INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER PAVEM NITDESGN.IMUM WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. ASPHALT PAVEMENT 5. WHERE URBAN CROSS SECT70NS ARE INSTALLED, ALL RESIDEN7AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B SECTION SHALL MATCH THEEXISTING PAVEMENT OR C). ASPHALT PAVING - TAPER ALONG ROUTE 20 SECTION ALONG ROUTE 20 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD NO SCALE PE-1. ALBEMARLE COUNTY 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL GENERAL CONSTRUCTION NOTES PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED 9, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND R 2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT CONVENIENT ACCESS. u4„ SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE VDOT FOR PUBLIC ROADS. WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND o, 2GE ANY CLEARING GRADING OR OTHER CONSTRUCTION. FILL THANSIT70NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. (RAVELWJE) �G�DF& 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH !/DOTS VIDEO CAMERA zj R/W-RIW REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. INSPECTION PROCEDURE AND WITH A III OR COUNTY INSPECTOR PRESENT. TYPICAL AZLEY SECTION - 27' PRIMATE ROAD 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN (MER,4 RUBIN PLACE NOON THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN GENERAL ROAD NOTES -STREET ORDER TO STABILIZE A DRAINAGE CHANNEL. /s MPH EC SPEED (SCALE 1"=5) PARKINGALONG ROADWAY 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR GRADING UNIFORM TRAFFIC CONTROL DEVICES. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT oIL B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. PRIEHEDGRADEI RV PIPE -CLASS lIl. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF i14'°:i I I/44 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND BE ('i (RAVKLANEI (TRAVELLA NE) C CURB& 40' E/P-F/C , ITTrreI 45 R/W-R/W TYPICAL ALLEY SECTION - FI PRIMATE ROAD (MERA RUBIN PLACE - STA. 127L95 TO )1155) 15 MPH DES7CN SPEED (SCALE r'=5 TOP OF 4. 2" R NOTE: VDOT #57,#68, OR#78 II CURB STONE BASE UNDER CURB& LOT CHECKED BY VDOT PRIOR TO ie a: PARVING AND/OR BACKFILLING 6" 13" < < T7" 6' MIN. 1' 1 6" 2' STANDARD CG-6 CURB & GUTTER NO SCALE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD WTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERORAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATI0NS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE lS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, N, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLET70N OF THE INSTALLATI0N OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. L F • Z ) W UU W (n w 2: W W Z S U 2 -6 o_ } U U U r ) Ln O O O} UU a U > g as 1 J IY 10� 0 LU Q d d > i LU w Ww w 1 in on U) Ln d W Q W > 0 o- > LU ) ww d Il 1 N N N N N N 00 M N DD W CIN N M V V ..., CD z C\I _71- W CD O z W N Q Z > 0 LLJ Q Ln J J O J > I --I a cn L9 III LLJ W Z 0 °� 0-6J Q U-) Q LLI W U W < In W Kj < z (D LLJ LLJ Jft� J~ f W 0CD CD O UN N L w w a ]OB NO. 202194 SCALE AS SHOWN SHEET NO. 10 JUNCTION BOXES, TRANSFORMER PADS. PEDESTALS, ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT OF WAY. VARIES _10'3�I 101i✓► WATER SEWER 3 a Ei rc L LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 PLACE 5' GALVANIZED " WITNESS " POST WITH `oI CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I I ADJUSTABLE VALVE BOX W/ LID i II U E a MN N - - - M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE P a 2'x 2' BEARING AREA. THRUST BLOCK a. e. d < A A NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 3/IG" STEEL PLATE WELDED TO POST d GROUND SMOOTH 2-1/2" DIA. GALVANZED STEEL POST. PAINTED WITH 2 COATS OF PRIMER AND INSIGNL4 YELLOW 3/4• VIA. STEEL PIN W/ HEAD W/ 3/5' M. HOLE FOR "I LOCK LOCK FINISH SURFACE CN.LC.J Ln 3` DIA. GALVANRED I' " t9 STEEL PIPE 5LEEVE IT l CPANT ABOVE GROUND PORTION SAME AS POST) N CONCRETE FOOTING 3/1G' STEEL PLATE WELDED TO SLEEVE 12" NOTE' DRILL A 13/16' DIA. HOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. EMERGENCY BOLLARD DETAIL NO SCALE :III R - R * I1 �\ A P rN SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2,00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.28 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 1 0.13 90 4.83 3.83 3.42 0.83 10' & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 7 /4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REWIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. L USE 2500 P.S.I. CONCRETE. 5. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 1. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 1• COMPRESSOR " 3/P MALE PIPE COUPLING qt APPROVEDEQUAL 1. TYPE K SOFT COPPER FOR SNUGUER FAMILY DUAL REsoENTAL sEnWces OR ouAL RESIownAL EN AL SERVICES AND IRRRAIIDN SEAMCES I•xt•d• TEE (D No E Na SxEAlEO FfnING$ DUAL SERVICE 4 1` CCMPRESSNM " 3/! MALE PIPE CDLRLMG OR APPROVED EQUAL t• TYPE: N.• SOFT COPPER O FOR USE ON DETACIED SIGLE FAMILY RESIDENT& SERVICE WERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NDTE: t) SADDLES SHALL BE USED QU PVC PPE OUST IRON UD EXIT MADE LOCKYANG BALL METER 61wn & OUTLET) Box 3B' MIN. GYPERSETIER 1/8 BEND COIIPLNG� y s = METER CORPptATp1 STOP BRIM AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE '+ EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12' CLEARANCE BE PREFORMED BY BETWEEN EXISTNG PIPE MANUFACTURER OR F AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE OIAMATER PLUS 6". t 12" THICK WOT No. 68 STONE BEDDING 8"xe"x16" AND 4"xe"x16` SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE ....WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL OOg10U5E OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE 5-1-A WTH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL V-0" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12' MIN. CAST -IN PLACE ,, 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.TS FIG, S-1-A1 TD-26 IUTSIUI 12" Top Yew 6" MINIMUM de 4' MINIMUM 4 G 4" MINIMUM 4- 4 _o 4 4 NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum c II4 a. Certification of 95% compoctlo0 required d q : I Q 4, '. G Galvanized Steel Beam, e W12 x 14 (min. size) d 3' min. penetration into undisturbed 45, soil or as approved by the < / ACSA. NTS FIG. Vill TD-5 18" }I :.: .. PIPE SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE DO FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL ILL BE CORED AND A FLEXIBLE CONNECTION BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD- 27 TD-13 FINISHED GRADE =WTI- I=1�1-1 =T1r=WTI_ FT=T1r=1T1=T TRENCH REDUCER - T < �2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - a- -------------- UNDISTURBED SOIL - g 18' MN PROFILE VIEW} UNDISTURBED SOIL -EDGE 1• { --- OF TRENCH- 24 MN. - - - - - - - -I- - - - - m /REDUCER B" MN A' A.da 2500 P.S.I. CONCRETE THRUST BLOCK .- - - - - - - - - - - - - - - - - - -a UNDISTURBED SOIL - EDGE OF TRENCH +'` 24" MN NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. * 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. R THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 NISHED GRADE AIR RELEASE VALVEAV BRASS OR BRONZE PIPE BRONZE GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE "K" SOFT COPPER TION STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1' A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 �E . Eno w q ^�E 50 �R g� I. EB ay U E- Q. o F S iyye a3 $ o T US b 0 ENE F 3 ggE rvaE yy Nn. 0 6. - 2 tp Lai o _E Ea a E E AN U =n0 NE - E _ E mom _a OU E. _I= .aE SE �$�n 3E ofNP N IN ^I • Flu m C', n'm I NI < LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG SA-D TD-31 TO-20 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". & ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 z 4 MARKER PLUG END OF - MAIN LINEN SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" ALVE BOX 7 CU. FT. #68 STONE 42"MIN 6" GATE i 1 . 'may VALVE X fi ' TEE 2500 P.S.I. CONCRETE / BASE AND THRUST T IV / BLOCK AGAINST \\V'1 UISTURBED STABLE ND SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATINS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ,24 i"Ir*, INITIAL BACKFILL "�I41 II., r �J 6•' BEDDING (J68 STONE * STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a MI INITIAL BACKFILL 4 MI UNSTABLE B" $OIL\ IN MIN MIN MIN. #68 STONE GRANULAR FILL AS -APPROVED BY ACSA `\ S A 1 CK TABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 WMIN EMBEDMENT SPRING UNE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" UFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL P� CONDITIONS ARE UNSTABLE 1y'ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING INDUCT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE - TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 TD-34 SCOTT/R. CbLL NSZI Lic. No. 035791 pow 4/29/22�4 ti`SIONAL E�Ol Z a Z J_ L t O_ ` C (�w C OZ V/ 0 f Z LU Z O� i O Z J L O E > L LU GO C 01 =3 u U) . Q C W ZL F Z i w U) 0 OU w C U) F Ln w w LU Z UO s as O O ZF j 0 UD p } O Ov IEC J Q w> g F- J w J W W O C d Q d d > r O 2:0 p > i w w UJ w ct: U) GO U) U) w a C w Q w w LIE J [e W K � U) a > LU � ) U) �FN FINN N .m-I M V .N-I CDFN `T z N W N z N III WN N j //** � LL Z< Q LLJ Q J O J _J I --I L9i (n LLJ 0 Z0 °6 (1� Q Q LU W w 0 ~ I LLB J H <1•�� z cn V LLJ LLJ IIIIIIJ I(� H- (W(� LL 0 O Q N b LU w w LU _ Q. U) JOB NO. 202194 SCALE N/A SHEET NO. 11 2016 ROAD & BRIDGE STANDARDS /�.. ev I•°g+� GR-2, 2A Ili L61 WASHER I S " 18• BOLT HOLE �•' MOLE II 8".VI TREATED 8 •8'a1-7 < �i HOLE NNE BLOCK OR 0` RECYCLED MATERIAL. TREATED PINE �♦ 6 BLOCK OR r �,•, RECYCLED DALY. STEEL 100 o MATERIAL NAIL w SEE SEE NOTE 5. u K 6 WIDE BLOC OUT OR U WHEN REPAIRING DAMAGED GUARDRAIL TREATED CONTAINING STEEL SLOCKOUTS. PINE BLOCK Is , •-• BLOCKOUT FOR MAINTENANCE T .I REPAIR ONLY SOUTHERN RNE IIl'TII ^ 19 LESS THAN 1'-d' IJ � 7)'i" HOLE - 6x8 WOOD POST 5h 4"• 8"•1'-2" TREATED " PINE BLOCK. STRON POST THE CRT POST IS FOR USE WITH THE �� II 4 WIDE BLOCKOUT REQUI11 REDST GUAR�e-1L SPECIFIED BY 37E,F�R _ THENGINEER IINHEREN THES. 'H-'!LF J{ '-'H� J DETAIL A O IA POST MAY BE HOT ROLLED OR WELDED. - r 1:' GUARDRAIL INSTALLATION -- HOLES I� SITES REQUIRING LONGER 11 GUARDRAIL POSTS 10 N }, ti II < 4„ NOTES - BOLT 6"•W"XI'-2" ' TREATED PINE w II 6 NVT I. ALL BOLTS. NITS. WASHERS. AND OTHER J BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. I - I II RECYCLED w II MATERIAL N Z. ALTERNATE TYPE POSTS AND BLOCKOUT MAY - II N Y BE INTERCHANGED 0 AR ONE PROJECT WITH - - II W6XB.5 OR zS THE RESTRICTIOND THAT THE SAME TYRE aF - W8.9 POST AND MUST BE USED N ANY II SINGLE RUN OF CUARDRNL. OF GUARDRAIL, - -_- II OPTIONAL HOLE II TO FACILITATE " 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE. ETC. SEE SHEET NOS. 501.01 DIAL HOLES ^ I GALVANIZING I✓i �IIAII^���I AND 501-02. 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP BOTTOM FBLOCKED AFTER " a 0 OR BO 0 0 18 I BOLT I INSTALLED. OL S I� HOLES IN g" I I •„ I KETS AND OR AC)(ETS TO BE Y. OIA CRT POST STEEL POST OR COPY IS ON FILE IN THEGUARDRAIL CENTRAL OF REFERENCE STANDARD BLOCAL KEDAND - BLONED CKED-OUT BEAMG RIGID AND BRIDGE STARDAROS z 1 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 505 VRGIMA DEPARTMENT OF TRANSPORTATION OB/11 501.05 2016 ROAD & BRIDGE STANDARDS OR-2.2A X 27y4" MIN - 28-y4" MAX RAIL HEIGHT 6'1 3'4/i' 3'46''1 3'-1'/i' 1 3'-f/i' N N !wN!♦" y'NNN NI III II GR-2 GR-2A 16'-3" POST SPACING) IS-11/2" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX D"NAVIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND lqt 4f AS DIRECTED BY THE ENGINEER. OPTIONAL METHOD OPTIONAL GR- A METH OD R DETAILS OF POST AND BLOCNOUTS SEE SHEET N0 50I.OS USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT. RAIL SPLICE JOINT, 50 RAIL ON BACK OF POST SHEETS. ASSOCIATED HARDWARE SEE SET NO501.01 AND 501.02. • WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL - A P P BET ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FORCR 2 THE GIST S ALTNC WILL BE 8 3 . BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. Pfr T SHALL NOT BE SET WITH A VARIATION OF MORE THAN s" PER FOOT FROM VERTICAL W-BEAM. BLOCKWTS. AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND CR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 271'N° MN - 28)'i' MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RA)LS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH ENE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 4 60 8' 28:1 lIn V 50 6.5' 21n R:I 4 40 5' 16.1 8:1 4 30 4' 13:1 1 7:1 4 l SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPEORICATON ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET I OF 2 REVBION DATE (STRONG POST SYSTEM) 221 505 50I04 OB/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD 8 BRIDGE STANDARDS GRAD LIMITS OF PAYMENT FOR STD. GR-O C2) 12'-8" SECTIONS OF W-BEAM EACH HAVING A SECTION NESTED INSIDE THE OTHER (2) gg1E22'-6�"ESECTIONS OF SECTµfESTED INS�OEA 5T'D. GR•2 �37•-6" 25'-0" MINE, SIT. OR-2 25'-0" 25'-0" MIN. 37'-8"� THE OTTER A jll12. 8"+I A �TI� "IFS � • • • • • mr BOX CUVERT SIT. GR•7 A -"SW STANDARD GR-7 (FOR A 4 LANE ROADWAY U5E A ,DIRECTION OF TRAFFIC APPROPRIATE RUN-OFF TREATMENT). TOP VIEW A51 NOT NDICULAR 3]'-8^ 2S'•0" L� -�f� .4 37•.g•• �I &SCREE �. OF SKEW BOX CULVERT �� 12'-8' SEE NOTE I A A ONE POST OMITTED In I I L L L L tA L I 1 1 1 1 1 1 1 1 Il TOP VIEW ST'O GUADRAL POST BOX CULVERT STD GUARDRAIL POST E 6°ocuwui S F �YAAR+ ARNb CR 2 zs ° ELEVATION TYPE I -ONE POST OMITTED LIMITS OFSEPGAYYOMEENT ST'AAD.J G�[[RA-�101N �J pFPORW HE AVI aA' SECTION NESTED NSDE 7HE OTHER STT). GR-2 I~ 37•-6" 25•-O" MN. STD, GR-2 37'-6" 2'-6'• 37'-6• (2) 12 6' SECTIONS OF 8--9 MN. A �A W-BEAM EA HAVING A INSIDEHE JECTOTHS5EftEO CR-7 • ST'D. GR-7 BOX CULVERT pRSTADARDD M4 Ug TREATHEN7). TOP VIEW ROPRIAtE RIN�OApFf -DIRECTION OF TRAFFIC TABLE OF MAXIMUM s7•-6'• ALLOWABLE STRUCTURE STD GUARDRAIL POST WIDTHS FOR THIS DESIGN '..A5' THE MI MEAL OL�S� L I. I L PORT 4 POAD �TRU .M RE. L, I, -11 TYPE I- ONE POST OMITTED TYPE I- TWO POST OMITTED SKEW ' A MAX pERPE� IC1AAR �1AD}N fi ' SKEW A MAX PERENDCUL/R WIVE (FEET) 0• 9- 10.5 0• 9" 16.75 5• 9. 10.4 5- W. 16.6 1D• 9" O,2 10. 9" VIA IS• 9' 10.0 15. 9" 16.0 20• 9" 9.6 20. 91 U.5 25• 9" 25. 9" u.9 30• 91, 8.8 30. 9" Ull 35.• 9' ST 35.9` 13.2 l0• 2,:: 76 40. 9" 12.4 45° 9" 7.0 1 45° 9" 114 XV DOT ROAD ABRIDGE STANDN6$ ID SHEET 10F 2 REVISION DATE 501.1E 08/10 3L-peon wLvcwl ELEVATION TYPE II -TWO POSTS OMITTED NOTES: 1. THUS SHEET IS APPLICABLE WHEN GUARDRAIL IS REQUIRED AND THE DEPTH OF FALL ABOVE THE TOP SLAB OF THE BOX CULVERT IS LESS THAN 4•-0'. 2. GUARDRAIL INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 505 OF THE SPECIFICATIONS, MATERIAL REQUIREMENT FOR COMPONENTS SHALL BE N ACCORDANCE WITH SECTION 221 OF THE SPECIFICATIONS. 3. GUARDRAIL POST SPACING SHALL BE IN ACCORDANCE WITH STANDARD OR-2. 4. THIS DISTANCE SHALL BE IN ACCORDANCE MTN VDOT POLICY ON DETERMINING THE LENGTH OF NEED FOR GUARDRAIL WITH A MINIMUM DISTANCE AS SHOWN. 6, AND BE BOLTED IN NESTED HER USING ONE ONSET OF BOLTS ATE AT A EACH COMMON SR E. PST GUARDRAIL AT LOW -FILL CULVERTS $""` E VIRGINA DEPARTMENT OF TRANSPORTATION 565 2016 ROAD & BRIDGE STANDARDS EW-2, 2A SHAPE TO BE WTN NOTES: MORTAR 1. FOR TABLE OF DIMENSIONS AND VOLUMES FOR CIRCULAR PIPES (STANDARD LW-2) SEE SHEET 2 OF 3. 2. FOR TABLE OF DIMENSIONS AND VOLUMES FOR ELLIPTICAL J a PIPES (STANDARD EW-2A) SEE SHEET 3 OF 3. - - i 3. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. K' DETAIL A 4. ON SHALLOW FLLS, WHERE ENDWALLS ARE 1' OR LESS BELOW SHOULDER LINE. THE TOP OF THE ENDWALL 4 SHALL BE CONSTRUCTED PARALLEL TO THE GRATE OF ROAD. I T IN T 5. ALL CAS PLACE CONCRETE 0 BE CLASS Al (A pp NOT a FOR PRECAST SEE SHEETS 101.08 AND 101.07. / 2 •4 DEFORMED INVERT BEVEL 6. N NO CASE SHILL TOP OF ENDWALL PROJECT ABOVE FILL CRACK CONTROL SLOPE. DITCH SLOPE. OR SHOULDER. BARS P` Y I 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS 70° AND SKEW ANGLES TO IS•. IL 8. COST OFARS FOR CRACK CONTROLE INCLUDED IN P DETAIL B PRICE ERRBq PER CUBIC CONCRETE. \TT" 9. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WNGWALLS OCCUR, 10. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLETEND OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 11 PROVIDED ON ILL EDGES AT >� 0 PLAN C M%ANUFACCTU ERSYOPTION. 2 84 DEFORMED CRACK CONTROL BATS D-CIRCULAR PIPE STD. EW-2 S`O S-ELLPTIOAL PPE STD EW-2A 3. H f51'� SEE DETAIL A I I r I ;, \ I y,. F LOW1 ll 11 + L 111�� SECTION A -A 1111 I r r W --J�- "� .A-• _ILL__ I " ,. I I i "�•� --� I I WINVATT BEVEL < SEE DETAIL B END ELEVATION SIDE ELEVATION �� SECIFICATION `VDOT REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND BRIDGE STANDARDS 105 42" - 96" CIRCULAR AND 60" x 38" - 106" x 68" ELLIPTICAL PIPES REVISION DATE SHEET 1 of S 302 VROMA DEPARTMENT OF TRANSPORTATION 101.03 2016 ROAD & BRIDGE STANDARDS EW-2 TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL FOR 42" - 96" CIRCULAR PIPE CULVERTS DIAMETER OF PIPE CULVERTS W OD J N OMENSON 42" 48" 54" 60" 66" 72" 78' B4" 90" %" DIMENSION A F-6- 1._6.. P.6.. 1•-6. 1._61. T_6. 1'-6•' 1'-II A B 4'-9/i• 5•-4" W-q%" Elms" 6'-11'/e 7•_61' R."/i 8'-7" 9--2'/1 B 303g. ' 4dZg." 50 U6 5.' S9'1" 5'-1T' 6'-4'/1' 6'-g%,, 7'-2'/i C y_g,. 4'-0" 4'-6" y._O.. 5'_6,. V-41" 7'-0" 7._g.. g..0.. D E 0_g. 0,_g., ,, I„ 0'-g„ 0.-g.. 0._g., 0.-5.1 E F 0'-BI 01-6" 0'' d-7" O'-7%" 01 8' O'-WYi• 01-91, 0'-9'/t' 01'10" F J C 4'-4" 4'-10" 5'-4" 5'-10" 8'-4" 6'-D" T-P 7'-ID"8'-1" 8'-10•' C J H 0'-q" 0'-q" 0'-11• I._0.. I�_r. V-211 I�_3. V-4" T_5. I.-g. N W T-11' T-d/i' 2'-3" 2--51 X-8" 2'-q'/,' Y-1" 3'-3'/i' T-6" S-M/i' I .N 1 51 61 7.4/4" T-10" g'_7" W-4.. 10'-Di"♦" v-9W IT-7" 17-41/1 1 J K 4'-5'/i' 4'-III 5`61 6._%. V-9" T-4/•' T-N'/i' 8'-6'/i 9'-2" w-N/i' K K C) LL L 61 7'-6" 8'-4'/,' W-2Y," IOLIA' ID' -IT%' 11'-10• 12'-B%" 13'-1& I4,-51/:' L T-2'/i' 1'-3ii" 1'-5" 1'-g'Ii• p-g" I'-9ji" T-10�i" 2.-0%., T-2" M N 0'-5 0'-S - 0'-6 0'-6 V-7%" O'-8'/e" ')'-8 d-7/4" 0'-q" 0'-10%" N 0 0.-11/1' IF., i' V-0%2" r-1/2" v-2'/2-' Y-3'/2" T-4'/i' T-S'/i Y-6%2' T-7'/i' O P 5•_g.. g,_g.. 7._3" g._0.. III 91_g. 10'-3" IT"0•. IT-9" 12._6" P R 1'-V. T-2'/2" T-4" T-5%i' V7- 1'-8'/Y' 11-10" 1'-11'/" 21_I• 2._21/" R CUBIC YARDS CONCRETE CONC.PIPE 3.558 4.37J 5.635 7.089 8.776 10.702 12.861 15.303 i8.195 21.285 CONIC. PIPE C.M. RIPE 3.791 4.680 6.054 7.642 9.490 11.605 -3.984 16.678 19.724 23.107 C.M. PPE W O_ N OJ W. (r) C 4'-4" 4•-10 " 6'-5 i' 6'-01'i' GI 7'-2%' 7'-91 " W-41 ' III 9'-61 i' C F 0._5I 0._71' W-71 " 0'-8" 0'-6%.. 0,-9„ ".OW 01 0'-q'/" 011" F G 4'-3" V-9'• 51 5'-9• g.-3.. 6'-9" T-y. 7._g" g_31. III G I 1'-101'1' T-0/4' 2'-21'i' 2'-5'/i' T-7j'i q T-'/4' 3'-0' .Y'� 3'-3'/i' 3'-5"' 3'-5'/i I 1 5-_81/4. 61 7--1" 7•-0i' 81' 9'-VA 10'-01/'• %T-g/•• IT-g 12'-3'/" J O J I` L 8' -8" 9'-91"' 10'-1 , 12'-1%" U'-3$" 14'-51/{' 15'-7" M•_9• • O'-Dy'i' 19'-0 , L M T-f ' 1'-2" T-3%" T-a " v-6% "-7Y'N' 1'-91/4 T-10 " 2'-01/4' 2'-1 " M P 7._g" 9..6" 10._g. IT-6.. 12.-6 IV-g. 151 M.-g., P R 1'-01 T-21/i t'-3Y." V-51A" 1'-6y'i „B'/2' 1'-9%., 1'-111/i 2'-OY," 2'4/i' R CURL ,NOS CONCRETE GONG. PIPE 4.23W 5.230 6.761 W.53W 10.602 12.958 15.612 IW.W23 22.104 25.098 CONC. PIPE CUR. PIPE 4.469 5.5}6 7.177 8.068 11.J12 U.856 M.730 19AW 2J.61g 27.704 C.N. PIE FOR I'1/y1 AND 2:1 FLL SLOES a 0'-4'/2" 01 O'-S1'i" 0--61/R" 0'-7" 0'-T/i' V-6'Ii' 0'-8y'i' O-9'/2" O'-10., u b 0'-9/i. 0.-4.. 0'-4'/i. O._5.� V-51/i. 0._g.� d-01I 0._7�� U-]'/i� O..g.. 6 FOR ALL DIMENSIONS NOT SHOWN SEE VALUES LISTED ABOVE FOR T :1 FILL SLOPE ROAD NO BRIDGESTANDARDS STANDARD ENDWALL FOR PIPE CULVERTS 42" - 96" CIRCULAR PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION EFEENCE 105 302 SHEET 2 OF 3 REVISION DATE qt O4 TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL 30°SKEW CUBIC YARDS CONCRETE 45• SKEW FOR 211 FILL SLOPE 300 SKEW CUBIC YARDS CONCRETE 450 SKE W CUBIC YARDS ERENDE STANDARD ENDWALLS FOR PIPE CULVERTS 105 42" - 96" CIRCULAR PIPES WITH 300 AND 45° SKEW 302 VOGIMA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS I NOTES( w I I I. QUANTITIES GIVEN ARE FOR ONE ENDWALL. -I- -I--- j 2. PLEASE REFER TO STANDARD EW-2, SHEET g1.04, FOR ILL DIMENSIONS NOT GIVEN IN TABLES. _ 3, THIS ITEM NAY BE PRECAST OR CAST N PLACE. 4, ON SHALLOW FILLS, WHERE ENOWALLS ARE V OR LESS BELOW SHOULDER ENE, THE TOP OF THE ENDWALL SHILL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET DI.18. 6IN NO CRC. SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH $LOPE, OR SHOU2 04 DEFORMED CRACK THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 15•. ]. CONTROL BAPS 8, COST ON BAPS FOR CRACK CONTROL TO BE INCLUDED IN PRICE PER BID PER CUBIC YARD PLAN VIEW CONCRETE. 9. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND 2 04 DEFORMED CRICK WNGWALLS OCCUR. CONTROL BARS 10. BEVEL EDGE IS REWIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT THE OUTLET END OF THE L� CULVERT MAY BE EITHER PROVIDED O EDGE OR BEVEL EDGE. 5 n. i'i" CHAFER MAY BE PROVIDED W ALL EDGES AT NAAIFACTURER'S OPTION. SHAPE TO BE BEVELED - - - - - - - 1 1 I 'I 1 WITH MORTAR I i FLOWS I I 1 1 2016 ROAD & BRIDGE STANDARDS LA ♦ ♦ __� ___a ♦A A ♦ __� __ ` O 6 4 5 NOTES: 1. OUANTITES GIVEN ARE FOR ONE ENDWN-L. 2. PLEASE REFER TO STANDARD EW-25 SHEET 201.08 AND 101.09. FOR ALL DIMENSIONS NOT OVEN IN TABLES. 3. THIS ITEM MAY BE PRECAST OR CAST N PLACE 4. ON SHALLOW FLLS, WHERE ENDWALLS IRE T OR LESS BELOW SHOULDER LINE. THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET 101.21. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOE. OR SHOULDER. 7. THIS STANDARD TO BE USED WITH SKEW CRACK \ ANGLES FROM 37. 30' TO 45•. 2 K4 DEFORMED CRACK B. COST OF BARS FOR CRACK CONTROL TO BE PLAN T CONTROL BARS INCLUDED N INCLED PRICE BID PER CU81C YARD FOR CONCRETE PIPE OR CORRUGATED MEAL PPE PIE I.D. a b 48' 0-5" 0'-4" ,. _. 0._5., BEE.0.-7" 0'-71 " 0'-6- 01 BvD•-B 0'-" 9d.0._9 0'-7 CONCRETE. 9. HEADWALL TO BE BEVELED N ILL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WINGWALLS OCCUR. 10. BEVEL EDGE IS REWIRED ON THE HEADWALL 11 AT THE IN ET END OF THE CULVERT (WHERE 11 THE FLOW ENTERS THE CULVERT). HEADWALL 1 11 AT THE OUTLET END OF THE CULVERT MAY 1 j111 BE EITHER SQUARE EDGE OR BEVEL EDGE. It FOR DETAILS OF HEADWALL BEVEL SEE STANDARD EW-25 SHEETS 10108 AND I21 SCOTT/R. CN INSZI Lic. No. 035791 ill 2 4/29/24 po��ss �Gt�ty INAL E 0 _ KILOS. Z - - 1-I-- �-------�-�--H- - - -- - g ' 1 I 12. JUCHAMFER MAY BE PROVIDED ON ALL 1 I 11 S AT MANUFACTURER'S OPTION. DO N07 BEVEL FRONT VIEW INVERT SIDE VIEW FRONT VIEW z FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE D S 7 IL_ SLOE II L_ 5_DF_ 2-' 0 b D 5 T FILL SLOPE f/I f __ SLOPE 2'' a b ONCRIlE 0 DBL. E ENDWALL CUBIC YARDS INCREASE FOR EACH ADDITIONAL PIPE CUBIC YDS. DS CONCRETE ONE DOE. ENDWALL CUBIC YARDS Y INCREASE FOR EACH MpTONAL PIE CUBO YDS. CONCRETE ONE DBL. ENDWALL CUBIC YARDS INCREASE FOR EACH ADDITIONAL PPE CUBIC YDS. C ONCRE:E ONE OBL. ENDWALL CUBIC YARDS INCREASE FOR EACH ADDITIONAL PIE CUBIC YDS. .. .- .. ._ {.829 1 ]1 1 .-41 .� 0._31 " 5,_y ,. -- 1 .. 1,279 J 1. 0'-4' " 0.-31 48" 8'-q" q'-10" 5.864 1.591 8.802 1.A2 0'-5" 0-4" 48" 8'-00/" q'-d 6.296 1.616 7.132 1.596 0'-5" 0'-4" V' 7'-B" ].692 2.057 8.798 0'-5 0'-4 ,77 � 6•- " 11'-3 9.258 2.OB1 O'-3 ' 014 112 60" 8'-6" U'-6" 9.689 2.057 479 2.57 a 0'-6 60" 2 0.318 ] 2.6 7 11.738 2.650 •' 66" IF 4" u'-O" 12.016 }.210 1}.811 J.209 0'J" 01-5 66' B'- " 1J'-9' 12J51 3.261 14.SA 1231 0'-7" 01-5' ' 72" q'-2" >6'-2'• 14.883 3.IM' 16.885 3.927 0'- W.C. 72" 9'-0 " 15'- t5.673 4.068 17.889 4.033 0'-7 ," 0'-6' 78" 11'-0" 1]'-e" 17.612 4 ] 1 5 20.J25 4J1J 0'-8 0'-6 ]B" 9'-9 18.918 4.934 1 2.62J 4 .893 0'-e N 0'-6 84" 11'-10" 18'-10" 21.148 5.696 24.587 S.6O 0'-8 i 0'-]'• gd'• 10'-6 2" 17'-6 2" 22.733 5.905 25.99D 5.560 - N' 0'-7' 90" 12'-B" 2D'-2'• 25.1U 6.920 28.9]6 96" 8.,53 33.999 FOR CONCRETE PIPE D S So T4s FILL SLOPE 1'/:q FILL SLOPE 211 CONCRETE IN ONE DOUB LE ENDWALL CUBIC YARDS INCREASE FOR EACH ADDITIONAL PIPE CUBIC YARDS CONCRETE N ONE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH ADDITIONAL PPE CUBIC YDS. 42" 6'-0'• B'-Y '• 13'-51 " 1.799 6.819 1.77 48" W-q" 9'-8" 15'-3 " a 2.252 8.479 2.225 5 4" 7'-8 " 10--IOW IT_2 1 2.909 q.949 2.878 7 1. 7 d 18,287 ] 0. 4 76" 1T-0" 15'-6 24--9" 21.991 6,715 25.247 6.662 B4" T-10" t6'-B 26'-7 26.158 6.008 30.068 7.947 f6" 12'-8` TT-11" 28'-8 31.209 9.7B9 35.9D 9.779 30'-a 36.540 11.533 42.212 F523 FOR CORRUGATED METAL PIPE D S s SKI, T ♦ 6 FILL S_CVI ll,:I _L SLOPE 2:1 CONCRETE IN ONE DOUBLE ENDWALL CUBIC YOS. NCREASE FOR EACH ADDITIONAL PPE CUBIC YDS. CONCRETE N OIE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH ADDITIONAL ADO O AL PIE CUBIC YDS. 42` 5'-3' T-5 tt'-5' 6.331 1.789 7.118 1.787 ae" B'-0' e'-6' la'-2 7.866 2.262 8.900 2,236 54" 6'-9 " W-7 " 15'-H .22J 2.949 11.526 2. 9I] 1 66" 8'-31 ' H'-8 ' 19'-6" 4.690 18.238 6846 72" 9'-21" 12'-W' " 21'-3" 19.690 5,763 22.347 5 712 78" 9'-9 " U'-I " 23'-0 23.757 8.974 27.003 6,917 841, 0'-8 i 14'-K ` 24'-9 N" 28.347 8.350 32,265 8.284 90" Il'-3 " 15'-11 25'-7" 33,600 10.007 38.292 9.983 96" 2'- i 1]'-0 " 28'-4 - 39.499 11.515 45.031 11.790 O F- /��/ a CIS V/ 0 f (n O ZW�( 0 z J L O O L LID > 2: L W m C E1 L Lu IFICATION STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS VDOT �VDo-r STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS SPECIFICATION i EENCE ` REFERENCE ROAD AND BflDCE STANDARDS ROAD AND BRICGE STAlDARDS C '0s 42" - 96" CIRCULAR PIPES REVISION DATE S302 HEET 1 OF , SHEET , OF , REVISION DATE 42" - 96" CIRCULAR PIPE WITH 45° SKEW qs 302 VIRGINIA DEPARTMENT OF TRANSPORTATION tp117 g120 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS EW25 NOTES: 1, ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS STANDARD EW-2. 6. BEVEL EDGE IS REOURED ON THE HEADWALL AT THE INLET END OF THE FOR TABLES OF DIMENSIONS AID VOLUMES SEE SHEET 2 OF 2. CULVERT (WHERE THE FLOW ENTERS THE CULVERT). FOR DETAILS OF BEVEL REFER TO STANDARD EW-1, 1APC SHEET 101.02. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET S. ON SHALLOW FILLS. WHERE ENDWALLS ARE 1' OR LESS BELOW 10110 SHOULDER ENE. THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. L. COST OF BARS FOR CRACK CONTROL TO E INCLUDED IN PRIDE BD PER CUBIC YA4D CONCRETE. B. IN NO CASE SNAIL TOP OF ENDWALL PROJECT ABOVE FILL SLOE, DITCH SLOPE, OR SHOULDER. 5. HEADWALL 70 BE BEVELED N ALL AREAS E%CREPT WHERE A CONFLICT WITH NVERT 10%" CHAFER MAY BE PROVIDED ON ALL. MANUFACTURER'SEDGES AT MANUFACTURER'S OPTION. OR WINGWALLS OCCUR. JO• 45• \C 11 ♦ •\, \\ Joy i \ \ 145 ♦N11 - - -N-I\ OMENSIONS FOR BEVEL ON HEADWALL PPE I.D. u a2^ 0._4 4g" 0'-5" 0'-4" 54" 50- O.-G.A..0'-5"• 66" FT- 72.' 40--1178"84" 0._7" 90, O..7 " 96" 2 14 DEFORMED 2 I4 DEFORMED •!N R A'. 4 BARB CONTROL 0� 4 CRACK CONTROL A 12" 30. 3p• / BAPS i2 ZF 30• 4S• 4 0` 4 4� .. THIS DESIGN TO BE USED THIS DESIGN TO BE USED A H WITH SKEWS 15• TO 3]•30 1 J (WRH ENDS 3T 30'TO 4 •) SKEWS 5 2 #4 DEFORMED 2 04 DEFORMED 045' 0 41/j" `( SECTION C-C CRACK CONTROL CRACK CONTROL -♦� 3" BAPS -- BAPS -- O'jE -. �12„ I 11 1 / ♦ 1l 1 1 ♦, II 11 II02EA '1\1 I I I AE/5 TORE 1 1 1 l ifIBEVELEDSECTION B-B \ 1 1 l l 13"11'.___Ll_ _ ___ILL__ _ ___Ll___1L_______ 12 •. I I I I I I I I • s I I 1 1 I I I I D30 I D45 I C45 ; ';� 30° SKEW 450 SKEW SECTION A -A ROAD AND BRION IDGE STANDARDS STANDARD ENDWALLS FOR PIPE CULVERTS REEERENCE SHEET IOF 2 REVISION DATF 42" - 96" CIRCULAR PIPES WITH 30• AND 45• SKEW q5 101.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS / �, EW-2S `1 ALL B - / \ \\ // v, ST 5TW \ /475 BG 474 B 5 DIMENSION ) / / 478 / 030 A / 7 G / 1 so / 480 T 4 BW / 37'-6" K 30 CONC. PIPE 476 `G,(// 12' 6" 47'4 V0/ 470A 3T-6" -VDOT STD. GR-2 POSTS, TYP. ' SeD PUBL M� li p PONE IMPRi c 1'-1 gyp• 4'-7 14s FIq AL ASBUILT GRADES TO DETERMINES LENGTHS OF GUARDRAIL. CONTRACTOR _ SHALL COORDINATE GUARDRAIL _ INSTALLATION WITHWQOT INSPECTOR, TYP. - / / 5'-3 , IB•-4' J 45 2'•0/j' 12'• K 45 2T-11" 23-4' L 45 -6 " 76 i' M 45 i'41 3'-1 R 45 2615E 30.689 CONIC- PPE 28.298 33.241 C.M. PIE XVDOT ROAD AND BRIDGE STANDARDS 1; REVISION DATE SHEET 2 OF 2 10 ..,.. i 3TR 14-\, �I D 37' GALAXIE FARM LANE GUARDRAIL & ROUTE z0 IMPROVEMENTS DETAIL SCALE i"=3o' PROPOSED VDOT STD. GR-2 & GR-10 TYPE II GUARDRAIL. SEE THIS SHEET FOR THE POST LOCATIONS/SPACINGS PROPOSED 4' SHOULDER ALONG GALAXIE FARM LANE. ALSO SEE / -464 THIS SHEET FOR VDOT STf� EELS. �" � �J C PROPOSED VDOT STD / PROPOSED 4" SOLID WHITE LINE 25' CG-6 TERMINATION POINT - / CONTRACTOR SHALL`TW GO R-2 \ POSTS ON EACH SIDE OF GALAXIE FARM LANE'$ GUARDRAIL IN THE VICINITY OF STRUCTURES 12 & 14 IN ACCORDANCE WITH VDOT STD. GR-10 J \ TYPE II GUARDRAIL, AS SHOWN ON THIS SHEET IN DETAIL 501.18. PROPOSED VDOT STD. CG-6jERMINATION POINT PROPOSED W SHOULDE A A / / PROPOSED VDOT STD. GR-2 GUARDRAIL rto A�- J Pp 9 PROPOSED MILL & OVERLAY OF EXISTING STATE �2• �P �O / ROUTE 20, SCOTTSVILLE ROAD, TO THE CENTERLINE WHERE THE PAVEMENT IS PROPOSED cO�.tiy"� TO BE WIDEN, TYPICAL. SEE SHEET 10 FOR VDOT 0) STD. W-2 DETAIL. e ' PROPOSED THERMOPLASTIC LANE MARKINGS PROPOSED 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM 40' SPACING PROPOSED VDOT STD. GR-2 GUARDRAIL GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 F Z J W g (n OW U C En F- EF III W W z C 2:> m 2 y o U Z r u oU F- O O z u U 0 92i U Q > 3 i W J W w ~O C CL Q C_ a 0 0 2:0 0 > ) W W LEIW W .�-1 DO LEI (n d LL1 Q W W J Elf W K Ell EL > J W OC i HRH J \ \ Eli ry Eli Eli N rld N v1 '1 r4 M­ 7 " 1 CD L N J a WN z� O Lu N Q 0 WN I -I Q Z 'LLJ 0 I� _O \J Cn iIL9V Z 0 °C <k o Q LL W U W Lu I- X 0 inW zV' (D Lu _ � J W J u V I mmi nW/ LL 0 Q 0 CD N I W C_ JOB NO. 202194 SCALE AS SHOWN SHEET NO. 12 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 t' (Min.) 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 YD1C 0.07 0.60 5 YD1D 0.09 0.60 5 YD1E 0.04 0.50 5 i I I _ YD 41 `r♦ - I \ ♦ W \ I . • 495 BG / 6940W \ si�oo 499 / ♦ YD-4A • Tc=7 min. 35' OF OLF Iwo / A ELEV.-7' pp 9 •� r � I � YD1E � 40 5 1 ` AID' • • • • ��� 11: - �i. ® Ems 1 _ l � ���®.a� •. � ��•..� � _ - I�I ���, 1 !;gip - .. I�tM�� .�������-, �.I�n-.L.r:, �I a....h, �f � � wi 1�111�� ���s�, �' �I� d GIB ,�.r�r I��I Il����i■.����r - ,/ ►�J..C,"��it.,,,..� ���.� _� �SCO TT R. LLINS t2� / Lie. No. 035791 0� 4/29/22w� Tc=9 min.�SSIONAL E��S 75' OF OLF w/ / / / / / / / / / / / A ELEV.-6' Ar /I 4z ° 504TW """"'' 49980BN • » / / / / / / / / / / 1 p 0 0 z 498BG 06BW �T( U U W Ln O F W g 3 / z U W > w Z O Cd 0 0 z 11D-4 / `Ln a z a M F o o t •� YD-4 0 o a o > 3 - _ O ¢ Ja' Wa W a IM 0 w Q > 3 V/ w m m 0 m M W W �/ a s U)I W > C o W Z W W W 5 i /\ / > > / W W 6/ ' C gU�ER�T� / i Jo� o / Cy / o N N N N N N U O7CD ST 0.54 O LLB- 0.0 4g0 30' F OLF w � 0 = 12 L9 � -� �� � ENE 14 7 ���►♦ �' / � c .. .. / - 6 ■ 0) N o ] p a4a196 TBWW / a4 w J4 INTERMI Et T O STRM N Q N / J 1�LL ILLJ dill®�® ,�__ � � 1 o II■ 1 � ��.'' ! � a � � I � 1 ��-� � ��' � � I� I � ._ � �� � � � ����®rn���®rn® �d::n�loum �a � „ �" i � � � 1 I I/ II�� �� •lillilliflmll®Iillillifl•I ®Iillillifl• J • �f-.--. � -�r�� ,. � Ilk, 1/� ��I� a� . , ,, mile _J ILLJ ILLJ ILLJ Cn ILLJ JOB NO. 202194 SCALE ill = s • �.. /�/"� / •• •:L� '1 r I� �iIIIIIY Il�ii �Vi i� II 1- II AQ �� ;. , INV,� �\ �\ // � � \\1�1 ✓ � - � \� _ \ \ � / ��� j f - '/� /i��i i I I - / / SIC R. L NSZ Lic. No. 035791,E 4/29/22 0 �� \", / / / , v��\� ���_� / • ��\_� I/// �// z �1 • w w • MEN_�_ �I� oz0-6 U U":,=� (/ STR. ES -a CONTRIBUTE G DRAINAGE AREA \ O (INCLUDES SUBAREATO YARD DRAIN a) _ /� \ (n a > w - m (n m U7 U1LU ■ \ ■ _ LULU d C / _ I II I ■ I \l i // / / Z U I � / • ///'� I 11 �� YD , Tc=23 min. w c APPROVE IVAD NITVIAMENDEBHA / 0 Toa oo ) / II 100' OELEV�=1 & I I \ ■ ■ / / / K c (TO PROPOS BYPASS STORM R I /A .lac; CN=6a.9; Tc-oy3hrs l� ��i "� �I 850' OF CONICFLOW ELEV UO=�=4z.74cfs Qw/ A ELEV. =33' / ITE, LA UNOF REI EA�ppD BYTHE I c 20a TT, SWM FACILj I Y IL10446xoa. \ \ \ I (THE LI S ARN OUTFALL RELEASES OLLONA PEA OWB Td THE, PROPO )ED \ \ SOUTHERN B ASS RM SEWER SYSTEM. \ o =$.92ac. CN 68, 1 .)5 hr.. 02=0.2Wcfs,i N N N U Q o= CfS, - 4.9yCf5 I l N N N N N 3 N N M V V Ilk 0 *41# *Newman 23 min.) / V L9 0 \\ r AS' _-B� % �� / I / 200'�OF OLF w/� ELEV.=4' n 950' OF COONC. FLONNNNW//// W A ELEV=24' Lij ��� � ;,200' OF OLF w/ A ELEV.=10' c APPROVED AVINITV II AMENDED DA'A _2 �■ ■ ■ ��s€} - 600' OF CONC. FLOW W A ELEV.=44' I o (---(TO -PROPOSED SOOTHE o00 ) � \ ■ Ii ,/ N W TO PROPOSED SOUTHERN \� �° � X ♦ / \ \ / ■ BYPASS STORM SEWER) I 1�� � I -- .� � � -. ■ _ Lll o z 7.95 ac, CN 8o5,Tc=o.nhrs. IIt i Oa Toy cfs 1 , \ \ / ■ J / / 3 -J^ - � 0: T 09 cfs I.� I 1 , r. ♦ ---- \ / ...� -� N m Ar - O=._b6. 3cfs � .� s <. I k: y ONSITE SUBAREA'A'. THIS AREA WAS _� ANALYZED FOR CHANNEL & FLOOD \ -■ -� / / L.L 0 Iff PROTECTION COMPLIANCE IN THE / APPROVED W PO 2020.0037 AMENDMENT #a ■ / O o s ■ sao � 5 D T ERN iJ �-- � / I \ \ \ \ '-----_ - __ _- Ld GI o B P TOS WER di / \ _ - - I / ___J V J n _J c THIS RUNOFF WILL DRAIN- *I* /L9 > i - __.--TO.THE NORTHERN/ \ cf) O . \ \ _-- I - BYPASS�TORM SEWER -'� / W o ///J _j E �;N LAC i .. - � � � -__ p _4F &I \ - - LU _ ROPOSED N�RTHHEERR[[VV o BYPASS STORM SESE= - _ /A o - _ -� -� A _ i / A �� �� / V♦ / Q W v if(- - - �i A 18 18B A / ■v / w / J (D - yes - _ J� - o� % _ ■ Z - \ Q _ _ _ _ _ i / ,DO' OF Q4F w/ A El'EV=6'J/ 1 / LJJ �/ z / / Structure Area Cw t� (Acres) Southern Bypass Storm Sewer ES-1 15.60 0.55 17 8 0.15 0.70 11 6 1.11 0.35 12 4 21.60 0.25 15 2 0.00 0.45 5 OFF 43.32 0.45 17 Vera Rubin Pl. Culvert 1 1.80 0.40 17 Northern Bypass Storm Sewer 16 0.00 0.90 5 18 0.10 0.90 5 20 0.08 0.60 5 18B 0.04 0.90 5 18C 20.70 0.25 15 22B 1 0.08 1 0.75 1 5 SWM Faclity Runoff to Str. 2 A6 7.20 0.50 12 A4 0.00 0.90 5 _ / 1.ns� CONIC. FLO/ A=sa/ / / 0 \ a 4 7 ji■" U a Ln MMMWftOa v- \ �� �� A i�il �` ��1 ■ �• • �■ ■_■ ■ ■ ■ 0 CD Lu LU JOB NO. GRAPHIC -SCALE � a SCALE 120 60 120 240 \ /80 1 H -1201 0 I J / IN FEET i� \ L�/\\ \ \\\ \ \ SHEET NO. ft. 1 inch - 120 14 Desim Year: 10 Proiect: Galaxie Facet PIPE DESIGN Job#: ##### Preoaredbv: FGM. PE INLET STATION OUTLET WATER SURFACEELEV Le % Q. ZW Sfo Hf JUNCTIONLOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV V. IL QIN VIN Q*Vi Vi/2g H, ANGLE Hp Hr 1.3Ht .5Ht 484.53 29.44 8.00 0.23 0.00 0.01 5.45 0.12 RF4 0.12 3.03 0.36 0.14 0.05 139.00 0.10 0.27 0.34 N/A 0.35 484.89 488.00 486.53 95.33 8.00 0.12 0.00 0.01 3.03 0.04 RF4A 0.00 133.00 0.00 0.04 0.05 N/A 0.05 486.59 489.50 484.81 64.79 12.00 1.04 0.00 0.05 3.21 0.04 RFl 0.75 2.93 2.19 0.13 0.05 127.00 0.09 0.18 0.23 N/A 0.28 485.09 489.48 485.13 107.73 12.00 0.75 0.00 0.04 2.93 0.03 RFIA 0.75 2.93 2.19 0.13 0.05 128.00 0.09 0.17 0.23 N/A 0.27 485.40 490.00 485.67 40.54 12.00 0.75 0.00 0.02 2.93 0.03 RFIB 1 0.75 2.93 2.19 0.13 0.05 116.00 0.09 0.17 0.23 N/A 0.24 485.91 488.50 485.91 68.34 12.00 0.75 0.00 0.03 2.93 0.03 YD1C 0.48 4.75 2.28 0.35 10.12 111.00 0.25 0.40 0.52 N/A 0.55 486.46 488.25 486.46 47.85 12.00 0.48 0.00 0.01 4.75 0.09 YDID 1 0.13 3.20 0.43 1 0.16 0.06 167.00 0.11 0.25 0.33 N/A 0.34 486.80 488.75 487.55 99.37 12.00 0.13 0.00 0.00 3.20 0.04 YD1E 0.00 171.00 0.00 0.04 0.05 N/A 0.05 487.60 491.75 488.05 29.79 12.00 1.20 0.00 0.03 3.35 0.04 RF6 1 11 1.20 3.35 4.02 0.17 0.06 134.00 0.12 0.23 0.29 N/A 0.32 488.37 491.50 488.37 71.34 12.00 1.20 0.00 0.07 3.35 0.04 RF6A 1.20 3.35 4.02 0.17 0.06 138.00 0.12 0.23 0.29 N/A 0,36 488.74 491.67 488.74 45.36 12.00 1.20 0.00 0.04 3,35 0.04 YD-5B 0.00 144.00 0.00 0.04 0.06 N/A 0.10 488.84 489.75 489.80 33.48 12.00 0.63 0.00 0.01 10.24 0.41 C04F 0.63 4.34 2.72 0.29 0.10 0.00 0.00 0.51 0.66 1 N/A 1 0.67 490.47 503.00 496.30 28.62 12.00 0.63 0.00 0.01 4.34 0.07 C04G 0.63 3.34 2.09 0.17 0.06 0.00 0.00 0.13 0.17 N/A 0.18 496.48 505.75 496.80 60.56 12.00 0.63 0.00 0.02 3.34 0.04 Y13411 0.46 6.06 2.80 0.57 0.20 0.00 0.00 0.24 0.32 N/A 0.33 497.13 507.50 497.30 17.54 12.00 0.46 0.00 0.00 6.06 0.14 YD4I 0.00 0.00 0.00 0.14 0.19 N/A 0.19 497.49 499.50 486.30 42.12 12.00 1.02 0.00 0.03 7.39 0.21 C04C 1.02 5.59 5.67 0.49 0.17 0.00 0.00 0.38 0.50 N/A 0.53 486.83 491.75 488.55 53.91 12.00 1.02 0.00 0.04 5.59 0.12 YD4D 0.63 10.24 6.43 1.63 0.57 0.00 0.00 0.69 0.90 N/A 0.94 489.49 492.00 489.80 30.88 12.00 0.25 0.00 0.00 3.59 0.05 YD4E 0.00 0.00 0.00 0.05 0.06 N/A 0.07 489.87 492.67 489.55 52.00 12.00 0.19 0.00 0.00 2.49 0.02 YD4B 1 0.00 0.00 0.00 0.02 0.03 1 N/A 1 0.03 489.58 492.25 486.80 94.18 12.00 0.69 0.00 0.03 5.32 0.11 YD4 0.19 2.49 0.47 0.10 0.03 90.00 0.07 0.21 0.27 N/A 0.30 487.10 492.00 489.55 52.00 12.00 0.19 0.00 0.00 2.49 0.02 YD4A 0.00 0.00 0.00 0.02 0.03 N/A 0,03 489.58 492.25 495.05 98.00 12.00 2.50 0.00 0.41 7.69 0.23 YD3 2.36 9.18 21.67 1.31 0.46 91.00 0.92 1.60 2.08 N/A 2.50 497.55 500.00 497.80 47.46 12.00 2.36 0.00 0.18 9,18 0.33 YD3A 1.86 9.59 17.81 1.43 0.50 90.00 1.00 1.83 2.37 N/A 2.55 500.35 502.33 500.35 90.19 12.00 1.86 0.00 0.21 9.59 0.36 YD3B 1.35 8.57 11.59 1.14 0.40 178.00 0.80 1.56 2.02 N/A 2.23 502.58 508.25 506.05 124.97 12.00 1.35 0.00 0.15 8.57 0.29 YD3C 0.97 9.01 8.70 1.26 0.44 180.00 0.88 1.61 2.09 N/A 2.25 508.30 516.00 513.80 44.98 12.00 0.97 0.00 0.03 9.01 0.32 YD3D 0.79 2.96 2.33 0.14 0.05 157.00 0.10 0.46 0.60 1 N/A 1 0.62 514.42 520.25 518.05 720.30 12.00 0.79 0.00 0.30 2.96 0.03 YD3E 1 0.26 3.74 0.96 0.22 0.08 169.00 0.15 0.26 0.34 N/A 0.64 518.69 523.83 521.63 58.07 12.00 0.26 0.00 0.00 3.74 0.05 YD3F 0.00 155.00 0.00 0.05 0.07 N/A 0.07 521.70 525.33 480.53 42.00 8.00 0.68 0.00 0.11 4.68 0.09 YD2 0.00 130.00 0.00 0.09 0.11 N/A 0.22 480.76 483.00 497.60 130.60 24.00 4.93 0.00 0.05 14.22 0.78 COLA 4.93 8.04 39.62 1.00 0.35 0.00 0.00 1.14 1.48 N/A 1.53 499.13 516.25 512.70 149.65 24.00 4.93 0.00 0.06 8.04 0.25 YDl 0.00 0.00 0.00 0.25 0.33 N/A 0.39 513.09 517.67 458.10 20.58 15.00 3.57 0.00 0.06 8.60 0.29 12 1.68 5.98 10.05 0.56 0.19 0.00 0.00 0.48 0.63 0.31 0.38 458.48 470.75 464.00 35.68 15.00 1.68 0.00 0.02 5.98 0.14 14 0.00 170.00 0.00 0.14 0.18 0.09 0.11 464.11 470.75 481.38 28.06 1 15.00 1 0.87 0.00 0.00 3.46 0.05 36B 0.23 5.45 1.28 0.46 0.16 98.00 0.32 0.53 0.69 0.35 0.35 481.73 487.13 474.78 107.93 18.00 8.79 0.01 0.64 10.03 0.39 28 7.19 5.79 41.68 0.52 0.18 1 97.00 1 0.36 10.94 1.22 0.61 1.25 476.03 484.43 478.51 27.84 18.00 7.19 0.00 0.11 5.79 0.13 30 5.96 7.27 43.33 0.82 0.29 90.00 0.57 0.99 1.29 0.64 0.76 479.27 484.43 479.70 30.63 18 5.96 0.003 0.08 7.3 0.2 32 1 1 1 1 1 5.7 5.1 29.226 0.4 0.14 111 0.287 0.64 0.83 0.41 0.50 480.20 484.50 480.22 59.13 18 5.69 0.002 0.15 5.1 0.1 34 5.5 5.3 29.163 0.4 0.16 173 0.311 0.57 0.74 0.37 0.52 480.74 485.75 480.74 99.52 18 5.45 0.002 0.23 5.3 0.1 36 4.1 5.7 23.517 0.5 0.18 149 0.352 0.64 0.83 0.42 0.64 481.38 487.17 481.50 109.54 15 4.13 0.003 0.38 5.7 0.1 38 3.8 5.3 20.304 0.4 0.15 160 0.306 0.58 0.76 0.38 0.76 482.26 490.76 482.60 28.96 15 3.83 0.003 0.09 5.3 0.1 38B 3.7 5.0 18.488 0.4 0.14 101 0.27 0.51 0.67 0.33 0.42 483.02 490.76 483.02 35.38 15 1 3.71 0.003 0.10 5.0 0.1 40 3.2 4.7 15.078 0.3 0.12 118 0.237 0.45 0.59 0.29 0.39 483.41 489.48 483.41 90.53 15 3.23 0.002 0.19 4.7 0.1 42 2.6 4.4 1 11.602 0.3 0.11 138 0.212 0.40 0.52 0.26 0.45 483.87 491.03 483.93 144.64 15 2.63 0.001 0.20 4.4 0.1 42B 1.0 7.4 7.5017 0.8 0.30 166 0.594 0.97 1.26 0.63 0.83 484.76 489.85 482.55 27.86 15 1.61 0.001 0.01 5.4 0.1 44B 1.0 3.2 3.3232 0.2 0.06 90 0.112 0.28 0.37 0.18 0.20 482.75 488. 66 492.72 27.88 15 0.66 0.000 0.00 2.8 0.0 48B 0.00 93 0 0.03 0.04 0.02 0.02 492.74 498.82 471.85 20.76 24 16.32 0.004 0.09 9.0 0.3 24 16.3 10.1 164.07 1.6 0.55 0 0 0.86 N/A 0.43 0.52 472.37 479.42 472.37 100.72 24 1 16.32 10.0041 0.45 10.1 0.4 26 8.8 10.0 88.2 1.6 0.55 107 1.094 2.03 N/A 1.02 1.46 473.84 486.19 478.70 130.91 18 8.91 0.006 0.80 9.7 1 0.4 44 7.7 9.8 175.369 1.5 0.53 135 1.051 1.94 2.53 1.26 2.07 480.77 488.77 482.62 68.38 18 7.66 0.005 0.31 9.8 0.4 46 7.1 6.1 43.354 0.6 0.20 175 0.401 0.98 1.27 0.64 0.95 483.57 491.37 485.39 28.35 18 7.14 0.004 0.11 6.1 0.1 46B 5.7 9.5 54.447 1.4 0.49 102 0.986 1.62 2.11 1.05 1.17 486.56 491.55 486.56 189.29 15 5.72 0.007 1.26 9.5 0.4 48 3.2 9.9 31.859 1.5 0.53 96 1.056 1.94 2.52 1.26 2.52 489.08 498.78 493.75 159.34 15 3.23 0.002 0.34 9.9 0.4 50 2.5 4.0 10.02 0.3 0.09 178 0.177 0.64 0.83 0.42 0.76 494.51 507.61 501.76 27.83 15 2.49 0.001 0.04 4.0 0.1 50B 1.9 9.9 18.914 1.5 0.53 94 1.055 1.65 2.14 1.07 1.11 502.87 507.80 502.87 147.76 15 1.92 0.001 0.11 9.9 0.4 52 1.0 3.1 3.1291 0.2 0.05 94 1 0.106 0.54 0.70 0.35 0.46 503.33 518.90 513.11 1 27.86 15 1.00 0.000 0.01 3.1 0.0 52B I 1 10.00194 1 0 10.04 0.05 0.02 0.03 1 513.14 519.02 2 n W 16 m w w @ $ c � E W E C T w u S a m E $ S = oiD EE a Pipe run: Sir. 52B - SWM Facility 52B 52 0.30 0.50 0.150 0.150 5.00 6.67 1.00 52 50B 0.28 0.50 0.140 0.290 5.15 6.62 0.93 50B 50 0.20 0.45 0.090 0.380 5.40 6.54 0.59 50 48 0.26 0.45 0.117 0.497 5.51 6.50 0.76 48 46B 0.26 0.45 0.117 1.261 15.09 4.53 0.53 46B 46 0.31 0.45 0.140 1.590 15.42 4.49 0.63 46 44 0.27 0.45 0.122 1.711 15.50 4.48 0.54 44 1 26 1 0.02 0.90 1 0.018 1 1.997 1 15.62 1 4.46 1 0.08 26 1 24 1 0.00 0.90 1 0.000 1 3.681 1 15.84 1 4.44 1 0.00 24 SWM 1 0.00 0.90 1 0.000 1 3.681 1 16.01 1 4.41 0.00 Pipe run: Sir. 48B - Sir. 48 48B 48 1 0.22 0.45 1 0.099 1 0.099 1 5.00 1 6.67 0.66 Pipe run: Sir. 44B - Sir. 44 44B 1 44 0.15 0.65 1 0,098 1 0.268 1 7.25 1 6.00 0.59 Pipe run: Sir. 42B - Sir. 26 42B 42 0.64 0.45 0.288 0.466 8.72 5.64 1.63 42 40 0.02 0.45 0.009 0.505 9.27 5.52 0.05 40 38B 0.19 0.50 0.095 0.600 9.59 5.45 0.52 30B 38 0.05 0.50 0.025 0.705 9.71 5.43 0.14 38 36 0.13 0.45 0.059 0.764 9.80 5.41 0.32 36 34 0.27 0.45 0.122 1.020 10A2 5.35 0.65 34 1 32 0.08 1 0.70 1 0.056 1 1.076 1 10A3 5.29 0.30 32 30 0.12 0.50 0.060 1 1.136 1 10.62 5.25 0.31 30 28 0.16 0.70 0.112 1 1.374 1 10.69 5.24 0.59 28 26 0.62 0.50 0.310 1 1.684 1 10.77 5.22 1.62 Pipe run: Sir. 36B - Sir. 36 36B 1 36 0.22 0.45 0.099 0.135 5.61 6.47 0.64 Pipe run: Sir. 14 - Out 14 12 0.26 1 0.90 0.252 1 0.252 5.00 6.67 1.68 12 OUT 0.62 1 0.50 0.310 1 0.562 6.00 6.35 1 1.97 Pipe run: Yard Drain #1 - Out YDi I C01A 1 6.66 1 0.20 1.332 1 1.332 1 23.00 3.70 1 4.93 C01A I Otfr 1 0.00 1 0.90 0.000 1 1.332 1 23.31 3.67 1 In nn Pipe run: Yard Drain #2 - Sir. 30 YD2 1 30 1 0.36 1 0.35 0.126 1 0.126 1 10.00 5.37 0.68 Pipe run: Yard Drain #3F - Sir. 48 YD3F YD3E 0.12 0.40 0.048 0.048 10.00 5.37 0.26 YD3E YD3D 0.25 0.40 0.100 0.148 10.26 5.32 0.53 YD3D YD3C 0.15 0.40 0.060 0.208 14.31 4.64 0.28 YD3C YD38 0.21 0.40 0.084 0.292 14.39 4.63 0.39 YD3B YD3A 0.28 0.40 0.112 0.404 14.64 4.60 0.51 YD3A YD3 0.28 0.40 0.112 0.516 14.79 4.57 0.51 YD3 1 48 0.08 0.40 0.032 0.548 14.88 4.56 0.15 Pipe run: Yard Drain #4A - Sir. 42 Y04A I YD4 0.06 0.50 1 0.030 1 0.030 1 6.00 1 6.35 0.19 YD4 1 42 1 0.10 0.50 0.050 0.110 6.35 6.25 1 0.31 Pipe run: Yard Drain #4B - Yard Drain #4 Y04B I YD4 0.06 0.50 0.030 0.030 6.00 6.35 0.19 Pipe run: Yard Drain #4E - Sir. 428 YD4E YD4D 0.08 0.50 0.040 1 0.040 6.00 6.35 0.25 YD4D C04C 0.06 0.50 0.030 1 0.178 8.47 5.70 0.17 C04C 42B 0.00 0.90 0.000 1 0.178 8.63 5.67 0.00 Pipe run: Yard Drain #41-Yard Drain #4D YD41 YD4H 0.19 0.40 0.076 0.076 7.00 6.07 0.46 YD4H C04G 0.08 0.40 0.032 0.108 8.00 5.81 0.19 C04G C04F 0.00 0.90 0.000 0.108 8.30 5.74 0.00 C04F YD4D 0.00 0.90 0,000 0.108 8.41 5.72 0.00 Pipe run: Yard Drain #5B - Sir. 46B YD-5B RFRA 1 0.42 1 0.45 0.189 1 0.189 1 6.00 6.35 1.20 RF6A RF6 1 0.00 1 0.90 0.000 1 0.189 1 6.23 6.28 10.on RF6 46B 1 0.00 1 0.90 0.000 1 0.189 1 6.58 6.18 0.00 Pipe run: Yard Drain ME - Sir. 44B YD1E YD1D 0.04 0.50 0.020 0.020 5.00 6.67 0.13 YDiD YDiC 0.09 0.60 0.054 0.074 5.52 6.50 0.35 YDiC RFiB 0.07 0.60 0.042 0.116 5.68 6.45 0.27 RF1B RF1A 0.00 0.90 0.000 0.116 6.07 6.33 0.00 RF1A RFi 0.00 0.90 0.000 0.116 6.30 6.26 0.00 RFi 44B 0.06 0.90 0.054 0.170 6.92 6.09 0.33 Pipe run: Roof Drain #4A - Sir. 36B RF4A RF4 0.02 0.90 0.018 0.018 5.00 6.67 0.12 RF4 3613 1 0.02 1 0.90 1 0.018 1 0.036 1 5.52 1 6.50 0.12 n = 0.013 for RCP n = 0.01 for HDPE S ❑ O L M c a'. E C C B @ O W IL JJ E » o _ > J ra ❑ LL > 1.00 512.25 512.11 27.8 0.01 0.0050 15 4.95 3.13 0.15 1.92 512.01 501.00 147.8 0.01 0.0745 15 19.10 9.85 0.25 2.49 500.90 500.76 27.8 0.01 0.0050 15 4.95 4.03 0.12 3.23 500.66 492.75 159.3 0.01 0.0496 15 15.59 9.86 0.27 5.72 490.97 485.50 189.3 0.01 0.0289 15 11.90 9.52 0.33 7.14 484.40 484.19 28.4 0.01 0.0075 18 9.86 6.07 0.08 7.66 483.17 481.42 68.4 0.01 0.0256 18 18.21 9.83 0.12 8.91 480.45 1 477.50 1 130.9 1 0.01 1 0.0225 1 18 17.07 9.74 0.22 16.32 1 472.27 1 470.60 1 100.7 1 0.01 1 0.0166 1 24 31.58 10.05 0.17 16.32 1 470.50 1 470.25 1 20.8 1 0.01 1 0.0121 1 24 1 26.96 8.98 0.04 0.66 491.86 1 491.72 1 27.9 1 0.01 1 0.0050 1 15 1 4.95 1 2.76 0.17 1.61 482.00 481.55 1 27.9 1 0.01 1 0.0162 1 15 1 SAI 1 5.42 0.09 2.63 483.83 482.93 144.6 0.01 0.0062 15 5.51 4.41 0.55 3.23 482.83 482.27 90.5 0.01 0.0062 15 5.51 4.67 0.32 3.71 482.17 481.93 35.4 0.01 0.0068 15 5.77 4.98 0.12 3.83 481.83 481.60 29.0 0.01 0.0079 15 6.22 5.30 0.09 4.13 481.50 480.50 109.5 0.01 0.0091 15 6.68 5.69 0.32 5.45 480.08 479.45 99.5 0.01 0.0063 18 9.03 5.35 0.31 5.69 1 479.35 479.02 1 59.1 1 0.01 1 0.0056 1 18 1 8.52 5.14 1 0.19 5.96 478.92 478.50 30.6 1 0.01 1 0.0137 1 18 1 13.32 1 7.27 1 0.07 7.19 477.50 477.31 27.8 1 0.01 1 0.0067 1 1 1 9.31 1 5.79 1 0.08 8.79 476.25 473.58 107.9 1 0.01 1 0.0247 1 18 1 17.88 1 10.03 1 0.18 0.87 480.41 480.20 28.1 0.01 0.0075 15 6.06 3.46 0.14 1.68 463.86 1 463.00 35.7 1 0.01 0.0241 1 15 10.03 1 5.98 0.10 3.57 457.83 1 457.10 20.6 1 0.01 0.0355 1 15 12.17 1 8.60 0.04 4.93 514.50 1 511.10 149.7 1 0.01 0.0227 1 24 36.92 1 8.04 0.31 4.93 511.00 1 496.00 130.6 1 0.01 0.1149 1 24 83.07 1 14.22 1 0.15 0.68 480.75 1 480.00 42.0 1 0.01 0.0179 1 8 1.75 1 4.68 0.15 0.26 522.33 520.83 58.1 0.01 0.0258 12 6.20 3.74 0.26 0.79 520.83 517.25 720.3 0.01 0.0050 12 2.72 2.96 4.05 0.97 517.25 513.00 45.0 0.01 0.0945 12 11.86 9.01 0.08 1.35 513.00 505.25 125.0 0.01 0.0620 12 9.61 8.57 0.24 1.86 505.25 499.33 90.2 0.01 0.0656 12 9.89 9.59 0.16 2.36 499.33 497.00 47.5 0.01 0.0491 12 8.55 9.18 0.09 2.50 497.00 494.25 98.0 0.01 0.0281 12 6.47 7.69 0.21 0.19 1 489.25 488.75 1 52.0 1 0.01 1 0.0096 1 12 1 3.78 1 2.49 0.35 0.69 488.75 486.00 94.2 1 0.01 1 0.0292 1 12 1 6.60 1 5.32 0.30 0.19 489.25 488.75 52.0 0.01 0.0096 12 3.78 2.49 0.35 0.25 489.67 489.00 30.9 0.01 0.0217 12 5.69 3.59 0.14 1.02 489.00 487.75 53.9 0.01 0.0232 12 5.88 5.59 0.18 1.02 487.75 1 485.50 42.1 1 0.01 1 0.0534 1 12 1 8.92 1 7.39 0.09 0.46 497.50 496.50 17.5 0.01 0.0570 12 9.22 6.06 0.05 0.63 496.50 496.00 60.6 0.01 0.0083 12 3.51 3.34 0.30 0.63 496.00 495.50 28.6 0.01 0.0175 12 5.10 4.34 0.11 0.63 495.50 489.00 33.5 0.01 0.1941 12 17.01 10.24 0.05 1.20 487.99 1 487.76 45.4 1 0.01 1 0,0050 1 12 1 2.73 3.35 0.23 1.20 487.76 1 487.40 71.3 1 0.01 1 0.0050 1 12 1 2.73 3.35 0.35 1.20 487.40 1 487.25 29.8 1 0.01 1 0.0050 1 12 1 2.73 3.35 0.15 0.13 489.75 486.75 99.4 0.01 0.0302 12 6.71 3.20 0.52 0.48 486.75 485.41 47.9 0.01 0.0280 12 6.46 4.75 0.17 0.75 4B5.41 485.07 68.3 0.01 0.0050 12 2.73 2.93 0.39 0.75 485.07 464.87 40.5 0.01 0.0050 12 2.73 2.93 0.23 0.75 484.87 484.33 107.7 0.01 0.0050 12 2.73 2.93 0.61 1.04 484.33 484.01 64.8 0.01 0.0050 12 2.73 3.21 0.34 0.12 1 408.00 1 486.00 1 95.3 1 0.01 1 0.0210 1 8 1 1.90 3.03 0.52 0.93 1 486.00 1 484.00 1 29.4 1 0.01 1 0.0678 1 8 1 3.41 5.45 0.09 Intensity 14.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c 2 75 w m y, @' 16 5 N p pC U56 hi @ + @ 51 U C y m 5 Cr,; ar m 5 rn 2, m l`n 2i � 6 3 - a � d ti U d Cy vi (n F w ni m tiri 1J � ui aao 18B 38 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 - 20 3B 6.0 0.08 0.60 0.048 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 - 22B 36 8.0 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 0.1517 5.74 1.39 1.00 0.57 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 - 34 3B 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 - 36B 36 6.0 0.22 0.45 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 - 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 - 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 - 42 36 1 4.0 1 0.02 0.45 1 0.009 1 0.04 1 0.00 0.04 1 0.005 1 0.02 2 0.083 4.1500 1 2.18 0.99 1 3.5120 1 0.1463 0.1649 1 1.13 1 3.54 1.00 0.04 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 1 0.00 - 44B 3B &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 - 46 3B 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 - 46B 3B 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 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 - 48B 3B 8.0 0.22 0.45 0.099 0.40 0.00 0.40 0.040 0.02 2 0.083 4A500 3.63 0.93 3.5120 0.1463 0.1561 5.96 1.34 1.00 0.40 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 - 50B 3B 8.0 0.20 0.45 0,090 0.36 0.00 0.36 0.071 0.02 2 0,083 4.1500 3.15 0.96 3,5120 0.1463 0.1605 6.69 1.20 1.00 0.36 0.00 - 52 313 1 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 0.1463 0.1517 T72 1.30 1.00 0.56 0.00 - 52B 313 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 - 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 E F E LL K _ " _`u m g s a > m m .. ern c 4 ❑ - d ti L z g N � n o c o 0 ? m L m Q @ 2 ii 22 m n y rn ru N v x o C L - H -d a r Left 0.12 0.70 0.084 0.34 0.00 0.34 0.005 0.020 2 0.083 4.1500 5.05 0.88 Right 0.03 0.70 0.021 0.08 0.00 0.08 0.005 0.020 2 0.083 4.1500 3.00 0.88 STR 8 D1-3C 6.0 combined flow 0.42 0.07 0,155 3.56 Left 0.49 0.62 0.304 1. -2 0.00 1.22 0.005 0.020 2 0.083 4.1500 8.17 0.65 Right 0.13 0.62 0.081 0.32 0.00 0.32 0.005 0.020 2 0.083 4.1500 4.97 0.88 STR 12 Dp3C 8.0 combined flow 1.5 0.15 0.326 7.46 Left 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 D"C 8.0 combined flaw 1.0 0.11 0.246 5.83 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 Right 0.04 0.90 0.036 0.14 0.00 0.14 0.005 0.020 2 0.083 4.1500 3.67 0.97 STR 18 D73C 6.0 combined flow 0.4 0.06 0.140 3.21 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 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 F DF3C 8.0 combined flow 1.2 0.13 0.282 6.4fi Left 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 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 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 Right 0.16 0.45 0.072 0.29 0.00 0.29 0.005 1 0.020 2 0.083 4.1500 4.76 0.90 STR 36 DI-3C 6.0 combined flow 0.5 0.11 1 0.236 0.22 Left 0.15 0.50 0.075 0.30 0.00 0.30 0,005 0.020 2 0,083 4,1500 4.84 0.89 Right 0.14 0.50 0.070 0.28 1 0.00 0.28 0.005 0.020 2 0.083 4.1500 4.71 0.89 STR 40 DI-3C 6.0 combined flow 0.6 0.09 1 0.193 4.42 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 Right 0.27 0.45 0.122 0.49 0.00 0.49 0.005 0.020 2 0.083 4.1500 5.79 NU STR 428 D43C 8.0 combined flow 1.2 0.12 0.269 6.15 All 0.16 1 0.65 1 0.104 1 0.42 1 0.00 0.42 0.005 0.020 2 0.083 1 4.1500 5.47 0.86 STR 22B FDF38 6.0 combined flow 0.4 0.10 1 0.211 4.84 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Flydrology Curb and Gutter Inlet c `m O❑ 5 1 > v @ m ❑ N < d U U L'1 L'1 CI Z ? N o. o c .O q c q Q @ 2 e 3 16 N N rN o d Left 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 N20 2 0.083 4.1500 3.60 0.88 STR 8 Dp3C 6.0 combined flow 0.68 0.10 0,215 4.92 Left 0.49 0.62 0.304 1.97 0.00 1.97 0.005 0.020 2 0.083 4.1500 so 0.59 Right 0.13 0.62 0.081 0.52 0.00 0.52 0.005 0.020 2 0.083 4.1500 5.98 0.83 STR 12 Dp3C 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 1.11 0.005 0.020 2 0.083 4.1500 7.90 0.67 STR 14 D43C 8.0 combined flaw 1.6 0.16 0.340 1 7.78 Left 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 DI-3C 6.0 combined flaw 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 1 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 F 0.236 0.22 Left 1 0.15 0.50 0.075 i 0.49 i 0.00 0.49 0,005 0.020 1 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 Le R 0.37 0.45 0.167 1.08 0.00 1.08 0.005 0.020 2 0,083 4,1500 7.82 oil Right 0.27 0.45 0.122 0.79 0.00 0.79 0.005 0.020 2 0.063 4.1500 6.95 0.75 STR 42B D43C 8.0 combined flow IA 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 DF38 6.0 combined flow 0.7 0.13 0.292 1 6.69 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Manninas Coefficient. n is 0.013 e c d � � d s a @ C W O o N D j T S SI a C d 0 + > m $ o _ ' x 0 3 j'T C O p O V p, W OI N N N II C J C O - a -@ > ¢ H 18B 313 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 1 0.23 0.00 1 - 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 0.1619 4.60 1.30 1.00 0.31 0.00 - 22B 3B 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 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 0.36 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 - 36B 3B 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 36 6.0 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 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 4.0 1 0.02 1 0.45 0.009 0.06 0.00 0.06 0.005 1 0.02 2 0.083 1 4.1500 1 2.62 0.99 1 3.5120 0.1463 0.1649 1.38 2.89 1.00 0.06 0.00 - 44 38 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 3.38 1.19 1.00 0.12 0.00 - 44B 3B &0 0.17 0.65 0.111 0.72 0.27 0.99 0.037 0.02 2 0.083 4.1500 5.19 0.90 3.5120 0.1463 0.1517 8.69 0.92 1.00 0.72 0.00 - 46 38 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 3B 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 38 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 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 0.76 0.17 0.93 0.071 0.02 2 0.083 4.1500 4.50 0.95 3.5120 0.1463 0.1590 10.05 1.00 1.00 0.76 0.00 - 506 36 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 0.91 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 - 52B 3B 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 0.144 0.1517 9.74 0.82 1.00 0.98 0.17 50 HY Lie. No. 035791 Lt� 4/29/22 4 w4 1 iSJnUAi. �'�O J L � z O ` 0 zLuW 0 O Z J L O > ca L in JQ L L F c W zE ce L F- z j w LA r O Lu ~ w i 0 W Q U f f ciS g U oU oU F- ) U 0 0 0 O Q 8> g c2) 1 Lu oc W Q a Q a a 1 w W w W 1 Lu JQ W W Q i CCw W W U3 a i Lu ow[ 1 of rj N r-i N N N N M N N � '-I N N 0'1 7 7 CD LO 0' z N W o z N N W J CL z> oz w 0 _ O Q \J (n L9 Ld 121- U Z0 LL V W U w z H P-I X C2 Q UlIw J Z Cn Cn V W W I�/ LLJ Y E LL cl� Q 0 CD O O N U w W a w U)) JOB NO. 202194 SCALE N/A SHEET N0. 15 BYPASS STORM SEWER (NOTE: SEE PREVIOUS SHEET FOR INLET THROAT SIZING) �TH 0F� O � SCOTT R. LINSZ CD Lie. No. 035791 � �� 4/29/22 �4 o��SSIONAL EGOS w z D z W z O U 0 m ° o o °y 3 m a x ° m 0 o y m c 8 N 0 2 o U 0 0 a 0 ` r° 0 U 0 a 0 c J >- 0 w o 3 o N 0 a n 0 o 9 0 L N D o k n O o 3 U D O n 0 T a a z_ w z z w z o `o y a o � > U x t E E U o 0 o a 0 o- ° t STRUCTURE DRAIN (� r/ Z 0 H W Z O H U w o o Ln w Z 3 L P M 0-6 0 Q a� m a Z n Z w � O V U Q df OV w Q m a w d w to 1n � w w> O U Q U a w� U to w Z w O U H o o2S � UU w Q c7 a w d 1n U) F w f � O U 0 O > w t1 U Ln w to W Z ¢ x U H O O g w t13 W n w 1 Z w g O U Z O U ♦- O > W o j Desi Yeaz: 10 Project: Galaxie Farm Job #: 202194 Prepared by: FGM, PE OU`1ILETWA'IER SURFACEELEV JUNCTION LOSSF N O N N y N O N N 00 t 1 N M-i N N O� Z N I� � o W N O- WN N > Z > W _J J > L9 L_j z 0 Q W= U in w (n Z � W W W � J~ W Q O O < O N U O z J a G\I O V< W �� X J ' ^ v w r, O `� z Fi Q ~ o= W1''� I v Q z9 �--� Q 0Y w w LU = 1n JOB NO. 202194 SCALE N/A0 SHEET NO. 16 AGE DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMAl10N STIR. NO. DIA. in. LENGTH* ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 52B DI-3B CG6 8' S19.02 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 REO'D 51 15 147.76 7.45% 512.01 501.00 HDPE SOB DI-36 CG6 8' S07.80 VDOTSTD. IS-1 REO'D 50A 15 27.83 0.50°k 500.90 500.76 HDPE 50 DI-3B CG6 8' S07.61 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 REQ'D 47 15 189.29 2.89% 490.97 485.50 HDPE 46B DI-36 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 REQ'D 43 18 130.91 2.25% 480.45 477.50 HDPE 26 MH-1 - - 486.19 VDOTSTD. IS-1 REO'D 25 24 100.72 1.66°k 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 48B DI-3B CG6 8' 498.82 VDOTSTD. IS-1 REQ'D 48A 15 27.88 0.50% 491.86 491.72 HDPE 44B DI-36 CG6 8' 488.76 VDOTSTD. IS-1 REO'D 44A 15 27.86 1.62°k 482.00 481.55 HDPE 42B DI-3C CG6 8' 489.85 VDOTSTD. IS-1 REO'D 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 REClD 39 15 35.38 0.68% 482.17 481.93 HDPE 38B DI-36 CG6 6' 490.76 VDOTSTD. IS-1 REO'D 38A 15 28.96 0.79°k 481.83 481.60 HDPE 38 DI-3B CG6 6' 490.76 VDOTSTD. IS-1 REO'D 37 15 109.54 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°k 480.08 479.45 HDPE 34 DI-3B CG6 6' 485.75 VDOTSTD. IS-1 REQ'D 33 18 59.13 0.56°k 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 REO'D 29 18 27.84 0.67°k 477.50 477.31 HDPE 28 DI-3C CG6 8' 484.43 VDOTSTD. IS-1 REO'D 27 18 107.93 2.47°k 476.25 473.58 HDPE 36B DI-3B CG6 6' 487.13 VDOTSTD. IS-1 REQ'D 36A 15 28.06 0.75% 480.41 480.20 HDPE 14 DI-3C CG6 8' 470.75 VDOTSTD. IS-1 REO'D 13 15 35.68 2.41°� 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°k 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°k 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°k 517.25 513.00 HDPE YD3C Yard Drain Inlet 18" 516.00 YD3C-YD3B 12 124.97 6.20°k 513.00 505.25 HDPE YD3B 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°k 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 YD4B 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°k 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 C04G42B 12 42.12 5.34°k 487.75 485.50 HDPE YD41 Yard Drain Inlet 18" 499.50 YD41-YD4H 12 17.54 5.70°k 497.50 496.50 HDPE YD4H Yard Drain Inlet 18" 507.50 YD41-FC04G 12 60.56 0.83% 496.50 496.00 HDPE C04G Cleanout 12" 505.75 C04GC04F 12 28.62 1.75°k 496.00 495.50 HDPE C04F Cleanout 12" 503.00 C04F-YD4D 12 33.48 19.41% 495.50 489.00 HDPE YD-56 Yard Drain Inlet 18" 489.75 YDSB-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 18" 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 YD1GRFIB 12 68.34 0.50°k 485.41 485.07 HDPE RF16 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°k 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 RFSA Cleanout 8" 490.50 RFSA-RFS 8 103.89 0.50°k 484.60 484.08 HDPE RF5 Cleanout 8" 490.50 RFS-446 8 36.98 1.57% 484.08 483.50 HDPE PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe m ° $ c E e E �-�, ° u 2 m E � °' U D in w � m m E v E � a o � E x� �« W o. W ~ � 'O ❑ Y C c y j � b c Y v Y v i O m 'O LL N > 0 E Q 5 E � Pipe run: ES-1 -Out ES-1 8 15.80 0.55 8.580 8.560 17.00 4.28 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 0.705 8.885 17.38 4.25 0.45 48.15 478.40 475.75 182.0 0.01 0.0225 30 88.85 14.84 0.78 8 4 1.11 0.35 0.388 8.074 17.56 4.23 1.84 47.78 475.65 474.74 51.9 0.01 0.0175 30 58.76 13.32 0.08 4 2 21.60 0.25 5.400 18.883 17.63 4.22 22.78 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 77.83 488.80 468.25 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 18 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 0.0278 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 33.80 11.85 0.20 Pipe run: Str. 188-Str. 18 188 18 0.04 0.80 0.038 0.036 5.00 8.87 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 Str. 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 0.80 0.048 0.108 5.13 6.62 0.32 0.72 482.54 481.88 61.3 0.01 0.0080 15 6.84 3.52 0.28 ---_-__- 1 • 1 �� 1 11 1 11 11 11 1 11 I l l m 1 11 1 1 ' : 11 ' :' 11 �' ---_-__----- 1 1 1 1 1 1 1 1 I l l m 1 1 1 1 1 1 , '®i , '• 1 1 1 ---_-___---- 1 11 : 11 1 11 �m� 1 • 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 VDOT STD. 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 REQ'D 18A 15 47.88 3.59% 483.71 481.99 HDPE 22B DI-3B CG6 490.00 VDOTSTD. IS-1 REQ'D 22A 15 24.66 1.14% 482.92 482.64 HDPE 20 DI-36 - 489.00 VDOTSTD. IS-1 REO'D 19 15 61.30 0.90% 482.54 481.99 HDPE -OW PT. STA: 17+10.37 LOW PT ELEV: 488.o9 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 495 r 0 485 475 470 465 46o PVI STA:i PVI ELEV LV BVCS: v BVCE, EVCS:11 EVCE, O O o PVI STA: 17+94.00 O N O N HIGH PT :35'28 w m o PVI ELEV:487.1z 0000 � W HIGH PT ELEV:488.59 00� O + 00 K: z6.37 o a PVI STA:15+58.86 ++ a LVC: 220.00 H H PVI ELEV:489.47 H v w u m u W K:z3.58 u m w m Lu LVC:zoo.00 m 4 EXISTING _ GRAD \ PROPOSED / \ \ VDOTSTD. CD z PROPOSED 0 N VI STA: 13+50.0 0 V OT ST D. CD-1 \ / PROP SED \ + a K: z .69 + a o / VDOT STD. CD-1 \\ N `wy LVC: 5o.00 N -/ YDiC-IC \ > m 00 OWP ELEV: 70.70 \ LLI w O PVI STA: ii+6 .00 o 7 4 god o PVI E EV: 46 .7z PROPOSED- + K: 26.17 PROPOSED " CL. DI W/L DOTS D. CID `u LVC: 146.o W IE-IN TO EX STING GALA IE FARM LA E IN ARYJAKSONCOURT LL) m N P OPOS D > TA. 1 +04, ELEV. 4-95.2C ROAD C/L Lu w 5O' -PROPOSED VDOT STD. CD 1 GALA IE FARM LANE C STA. 15+4 PROPOSED MARY JACK ON COURT /L, S A. 12 27 DOT STD. CD-2 / .2 0 5, /HIGH PT STA: 1 +62.50 HIGH PT ELEV: .o VI STA:10+75.0 VI ELE :472.78 :18.8 L.VC:25.00 i VCS:1 +62.50 VCE: 471.01 PR POSEDEXISTING ROPOS D VCS:1 +87.50 HEADW4,LL FOR BAD® HEADW LL FOR VCE: 4 2.36 60" CULVERTS R AD C/L CULE 48" ERTS ww o a) c w m O' eo o � O 00 00 o 00 m o 00 J JLn N H n OD Op N 00 N O n H l0 M Ol Ln M O ^ W W m �t a) 0) a) 00 01 O OD 00 00 00 00 OD O a) O a) 1� 00 00 .t 00 00 00 n 1� ^ n S r W N n W A ^ l0 n 'D O 0 l0 H H �0 M n nrl .T W d d d 't .t It d 't 't .t `t �t `t .t .t `t d `t �t �t d �t d d ILL 19+50 19+00 18+5o Soo 18+oo 17+50 17+00 16+5o PVI STA:11+24.o8 PVI ELEV:491.10 K:16.67 LVC:So.00 16+oo 15+50 15+00 14+50 14+00 13+50 GALAXI E FARM LANE 25 MPH DESIGN SPEED 500 00 0 Ln 0 00 0 --�� +, + a \ H 4 " PROPOSED EXISTING 495 \ v > ROAD C/L GRADE 495 mW L 490 00 . i.000/ 490 )+15.00 :488.92 oO�o PROPOSED PROPOSED 6" N z PROPOSED TYPE 6" B.O. K:2.50 VDOT STD. CD z CL. 52 DI W/L ASSEMBLY C:10.00 )+10.00 489.02 485 485 1+20.00 489.02 PROPO ED 6"G.V. 480 480 PROPOSE 8"x6" TEE, (1) 6" G.V. & () COMPLETE FIRE HYDR NTASSEMBL )POSED 8"x6" TEE, (i) MARIE CURIE COURT C L STA. 10+0 = MARY JACK ON COURT /L, STA. 101 6" G.V. & (2) 8" G.V. 94 475 470 470 Lu J H ,NV m In .t l0 N M Cq [Luj W O1 0 tea, .t00 0) CS .t O 0, O a) O a) t a) Os W 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:1z+50.o0 PVI ELEV:490.40 K:25.00 LVC:So.00 10+00 9+50 0 1 495 490 485 we 475 470 465 46o O o �n O H o �n 00 + PVI STA:10+72.50 N a) rl a d PVI ELEV:488.1S N L i N L.. v) K:1 .00 PVI STA:ii+84.17 U LVC45.00 PVI ELEV:489.74 U m U J Lu Soo 50o K:3,33 m Lu Soo 0 M o LVC: o.00 Ld a 00 m BVCS:11 79.17 o H a o ij " BVCE:4 39.84 J EVCS: 11 89.17 u m v LL EVCE: 89.79 Q 495 m W PRO IOSED Lu 495 APPROXIMATE- 1 VDOT ETD. CD z Lu 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 0 1 ROADC/L 490 � 1.00 .00% 000 - / 490 20 PROPOSED \ 0 DOTSTD. CD- P CULVERT z z I / T PROPOSED 485 1.0' (DRNG. /11-7 VDOT STD. CD 1485 AVINITY ESTATES EMER ENCY ACCESS P IRO/ 8 PPROXIMATE 9 v / J/ OCATION OF 1.0 \ PROPOSED (z) 6" 45° 480 XISTING 08" (DRNG.- BENDS TO A6"G.V.&6" 480 SANITARY SEWER W L TYPE A B O. ASSEMBLY 1.1' (DRNG.-W/L) 45 4.9' (S/L W/L) 5-4 VERA FIJBIN PLACE C L STA. 11+68= EXISTING MARY ACKSON COURT C/L, STA. 16+28 475 GRADE 475 W W Il Ol H M ^ 1l ^ M M ry V1 M N 1 Lu �n (n �n 00Z Z m W °� H d 00 00 O 00 d c r00 t W W 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 ( 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 2008 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 2008 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. SCOTT 7R. 001LINS'Z Lic. No. 0357911n 4/29/22 z 3 z o F- . 'A � Vl 0 Ln 0 z Lu a 0 z o � Vl W � F`�1 in I J a W Ce P-A z W W ul z J J 0 u z w 0 U) F o Lu W 0 0 Lu 06 V O O V OQ00 0 3 o-6 a > 0 a a a > w w Lua w Lu Ln CL 0 Lu III 0� IN N N N N N M T N N tD cc I �JE N 0 z a N N J (n a w Q J > 0 w Q o J O cl� LLJ O � J _ LL Z) U Lu 06 X Q Q O LL J cj� _3 (D LLJ LL LLJ C1� 0 O O N Lu W W d � JOB NO. 202194 SCALE 1"=5' (V) SHEET NO. 17 w w w w w ° Soo W W W ~ ~ ~ Soo T 0 F PROFILE GENERAL NOTES: -1 J J J 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN g g O 2 2 p 0 0 MHii � -1 -1 SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE 0 0 � o 0 0 COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD v °°o W W m STA:i+oz.yz MHiz i LL 1 LL o SCOTT O R. LINS'Z AND BRIDGE SPECIFICATION 303.04(H). 495 M m o .! °� 495 m m o o a 495 RIM:49o.z5 STA:2+ii. 94 EXISTING0 / ry 0 0 . o 0 0 K 495 C� Lic. No. 035791 2. ALL FILL TO BE PLACED AT 95% COMPACTION. �t N N N .t o ? ou w m a 00 00 INV IN. 477.5o FROM LATERAL RIM: 0. 49 z GRADE „ ,,, a a a °D 00 00 00 10 4/29/22 Q 9 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 1O 0 � �~ ° .+, 0) Z Z P OPOS D + m � a Z Z INV IN. 475.2o OUT. FROM MH -2 MH-siA INV IN. 477.95 FROM MHi3 / / m �06 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF = Q > > GRAD = ¢ > > INV 475.00T0 INV IN. y83.5o FROM LATERAL , z z Z p �SSIONAL E��� SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. g z z z g z z z INV OUT. 477.75TO MHii - _ _ ¢ Ln z_ z_ z z_ 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, 490 490 / AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO 490 / 490 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 CL. 52 1 / AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". " / PROPOSED 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY �12" ROOF DRAIN \ /M/ GRADE SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND 485 485 / BRIDGE STANDARDS. 485 485 U1 Ln 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN S NITARY SEWER LATERAL z w z w / 8" CL. 52 DIP W/L ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE 0 HAVE A MIN OF 1' OF ° 45 / (4.5' S/L-W/L) z g � � x f � STANDARDS. VERTICAL SEPARATION (1.4' /L-W/L) / a o o z 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE WITH ROOF DRAIN, TYP. ° / STIR. 7 a `" `" `" Lu MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL 48o 48o $0 / (1.3' DRN 8o z u z w o z w LU z o AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. 4 .-S/L) 4 0 = 2 OU � f O J J J J 4EX / A8" U Q Q H ~ 0 0 w w w LLjw TING / ° DIP Z w o v O o> U a GRADE / ° i80.i9 LF Qe 0.58% o Lu a 475 J J J 475 475 / 8^ 191P z% 475 D o a w w w o VERTICAL GRAPHIC SCALE $56 ZCF�z.4 1�1 < o < o o s o zs s o zo 43 LF Lal i.68% MH-i2A / yo5'5 w m m m u° w STA:o+oo.00 /¢ vwi w a w u a n RIM:467.75 / ~ a w m w� 'wLu Lo ( IN FEET) 0 0 0 0 INV IN. 459.92 FROM MHii > H a a > 1 inch = 5 ft. (F70 J J J J 47a 470 / 470 W z w ww � HORIZONTAL GRAPHIC SCALE w w 0 . m m ? `° V7 W Ln w / z 50 0 25 50 100 200 W W Ur V, 0p O �} 't O Ol It 0)ItS Ol S 00 W W ( IN FEET) 2+25 2+00 1+50 1+00 0+50 0+00 465 465 1 inch = 50 ft. 8" DIP M H 1 o- M H 5 98.42 LF Qa i5.8o% 530 460 460 I -1 N co N r, N " N N M N m N Ny N •.y N G 'n •.y 7 N 7 C VI STA: zi+75.o n C v° ri o VI ELE : 520.1 + u K:i .z4 + Ln ry '1 aco ��ro O r O MN 525 N W LVC: S.00 N v Ln > Un > 455 N J m N �� N J 455 N Ol S O n 01 N O S M O^ W m W W r` PROP SED ^ LO PT ST : 20+0 .01 tO w w n 00 o m o m o m N m o m oo DOTS D. CD- °o N LO PT E EV: 50 .76 °o o w a a s a s a s a s a s a° L9 N ^ VI STA: 0+5o.0 0 Ln 520 � Lu VI ELE : io. � -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 Ln U W K:iz .40 U m w LVC: oo.00 m PROP SED 8" M H 13 - M H 11A N TYPEA B.O. 5�5 ASS" SS MBLY / 52A PROPOSED 8'x6" TEE, (1) \ lx,m : 1 + .So It O 6" G. V. & (i) COMPLETE 0' g.04 0) N 510 FIRE H DRAN ASSEMBLY o` , VI STA9+z5.o + Z U U W VI ELE :5os.4 N � Q \ 3i > mW/L) ,> LVC: z5.00 N J \ VERA UBIN PLACE C L STA. 11+68 a Lu MARY JACKS N CO RTC L, STA. 16+28 505 , ° PROP SED 505 Q Lu i z Q F-i u- \ VDOT STD. CD °o $ OW T STA: '+5o.0 0 ? o �OW Mill T ELE : 487-5 m Q ' PVI ELEV:y 8.30 � J O C2 Soo 5oA U w K:z6.6 m S00 1.0 LOW P STA: i +07.90 iL9 W DRNG. LOW FTELEV 486.39 P I STA:i +07.90 - - - PROPOSED 8" \ °°o LOWPT EL V: I ELE :y86.34 O J d LO PT E EV: 48 .io o a y8y. o H 00K:z 50 / PROPOSE J 495 CL. 5 DI W/L VI STA: 5+50.0 a .. P I STA: +79.00 r+ LV ao.00 / PROPOSED 8" 6" TEE, ROAD C/L 495 C� Q ^> 4 71 `^> U UELEV Ji U VCS: i +oz.90 i (1) 6" G.V. & (z 8" G.V. Q ILL D U W K: 5 8 7 u m U> w K: iz 3' S U> BVCE: 486.44 Z LVC: oo.00 m w LVGz 0o mm VCS: i +iz. o O EVCE: 486-4 fF W 6" G. . & (1) COMPLETE 48A 500o 1-4 49p FIRE HY RANT SSEM LY 1.1'X / 490 DRNG. W/L) PROPOSED / / -PROPOSED VDOT STD. CD-2 Q O VDO STD. D-z / W J PR45, SED PR POSED / 485 46A DOTS D. CD-i / 2' °% 485 / 0Mo _z 00% PR POSED 8" TYP A "G.V. Z � rr nn V ° 7B.O ASSE BLY& / PROP SED 8" LLJ 44A 22.5° WIL BEN LLI 38A 480 DRNG �5 3.5' 480 4.4' (S/L W/L) \ \ W/L) 2g �4 /I 36A DRNG. W/L) io-5 1. � - O' EXISTI G PROPOSED8" 8"CR SS GRADE DRNG. W L LJ 475 ITH A 8"x6" EDUC R, _ 47S Q� PROPOSED 8"x6' TEE, (i _ _ i3-iz -W/L 5" G.V. (i)COMPLETE4. ' (S/ FIR HYDR NT ASSEMBLN 1 O G LAXIE FARM LANE CA, TA. 1 +42 MARE CURIE COURT C L ST 10+ 0= u O J CKSO C/L, STA. 2+27 JAC SON /L, S A. 10 94 470 MARY MARY 470 N W W 00 O) ul 00 m 00 ul 0 IX) k N Ol M io t° ^ Ol 0 't H m 00 " ri ~ 00 M 0 O O ° ri Ir OD 00 0\ O O O H W O °l O O W J J d S ^ � a0 '1 � N ri m .} r` N M t6 W H �/1 n l° wl I� N 00 O 41 O M n � •i 1XI ci m .t d N 0) N m Vl l!t 00 a) Ol M O 00 W W ~ '4 N ~ O N ~ 00 'i ~ S 'i ~ O H O l° O O M O O O Ol 00 °1 0D t0 0) 00 d a, 00 N 0) a0 O Ol n °1 F 00 00 l° 00 ^ L. 00 ^ �t 00 S 00 00 Vl 00 a° l° 00 l° 00 I� 00 00 00 rl dl O m a, JOB NO. w^ n ^ n � n � n ^ n � n ^ `n u, a a a � a a a a s a n 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) SHEET NO.. 25 MPH DESIGN SPEED 18 0. z o' w z C5 z w N Z 0 U 0 0 U N S a 0 0 3 m 0 L 0 U N O U 0 c 0 o+ a p a 0 U 0 O U 0 a E 0 3 520 515 510 505 Soo 495 490 485 475 470 465 46o 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 "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 2008 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 2008 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 DRAWII 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 PFOPOSED PROPOSED VDOT STD. GR-2 GUARDRP 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( -H A 150 PROPOSED END ALL, SE SHOP IGS FOR DRAWINGS FOR ONSTR CTION ERTS TO DETAIL . CULVE TS SHA L BE M OF 6". , VA COUNTERSUNK A MINIML M OF 6". IF P. MISTING GRADE PROPOS EC-1, CI LASS II WITH A LLATION INSTAL( EEN THE AS OUT FECTION (W=47', 3', D=2') )POSED 0" CL. II RCP CU VERTS: @ 5.35°/ (II=461.54, IO= 57.47) _ @ 5.310/ (II=461.46, I0= 57.40') mr- w w Lo 0 o m ^ 00 c v J J W W (p LO c Ln 0 Ln lD In V C7 7 V' t 7 t �' t 7 W W 1+75 1+00 0+00 CULVERT- COW BRANCH MH 9 - MH KAPPA SIG 1-9 475 475 PROPOSED VDOT STD. EN IL. GUARDRAIL SHOP DRAWINGS FOR CONSTR IL. CULVERTS & DETAILS. CULVERT HOWN SHOWN, IN S 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 GRADE PROPOSED VDOT STD. GR-2 GUARDRAIL. G > TO BE POSTS SHALL NOT PENETRATE PROPOSED I 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 FILL, TYP. DRAWINGS FOR CONSTR CTION u DETAILS. CULVERTS SHALL BE EXISTIN(;a COUNTERSUNKMINIM M OF 6". GRADE PROPO: -LASS II EC-1, C ELATION WITH A EEN THE INSTAL FECTION AS OUI >', D=2') (W=47 (POSED 4 B" CL. II RCP CU=VER.TS: @ 7.550 (II=46 56I0=45727) @ 7.800 (II=46 ,I045732) WW I� N O G W O M J J W W l7 C7 W ( 1+75 1+00 0+00 475 475 UARDRAIL :ULVERTS & WN, 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 �O O m o°D o EO 11 r�-aF J p (.T a z- O F M�i> 57, STR:i4 DI-3C, L=8' TP=470-75 INV OUT: 463.86 TO 12V'A4 ­77-7777- PROPOSED GRAD PROPOSED END ALL, S SHOP DRAWINGS FOR CONSTR CTION DETAIL 3. CULVERTS SH L BE COUNTERSUNKCOUNTERSUNKA MINIMt IM OF 6". Y . I y EXISTING PROPO! GRADE EC-1, C WITH A INSTAL AS OUI , I 457.10 (W=47' .5" RCP I -L 35.68 LF dal 2.41% 4 X i5" CL. III R P 20.58 L Qa 3.5 % W W O N N o O N O W W '0 (O Ln O Ln (l Ln 0 0 7 D � a 1 It W w 7 h] C 5 0 5 0 5 R SHALL RAISE EXISTING E KAPPA SIG1-9 WITH RINGS SO THAT THE RIM ITH THE ASBUILT GRADE. L7 8 475 470 465 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 ST R 1/+-OUT LANE IN THE VICINITY OF STRUCTURES 12 & 14 TO 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 � 4/29/22 ( z J ( o a F uo ZwQ� Z z J L O0 o c Lu co J [ ti L W ZL t U) z i w H w f � aS � ax 0 Z i < o or oU a u > g of 1 J OC Q a a a a o i w w w w w cn co of N a i w a w wo C) i w °C ce (Wn O 1 W w (n ce N M 7 7 O V1 L9 l Z 0-) N W N O Z Q WN _/�J 0- �zl z Q LL LL I J OL9 � LLJ C I --I J E� G z0 0� Q Z) LL. `^6 U w W (-- z Q I --I LLJ J � Z� (� LLJ L1J J� miLI 0 (-D O N 0 d F w w (n JOB NO. 202194 SCALE 0 1"=5' (V) 1"=50' (H) SHEET NO. 1 19 495 00 N 495 a) 00 0 00)) Tco 11^ ID N N 0It co 00 3 COO J11 00 00W N� �ZZZO O m STR:4 490 M u o z z z z � F MH-i (6o" ID) 490 R F a - - - - TP=484II-.25 D INV IN: 474-74TO6 PROPOSED �00 = d INV IN: 474 74 TO 16 GRADE ,ng�zz INV OUT:474.64TO2 485 485 RF1B-RF1A rd. 1 DR 48o 48o =6y. 6LF °pF i 12.7B% 24" HDPE EXISTING 38.32 LF Qa 2.17% GRADE � 475 475 (1.9' DRNG.-S/L) 4 3 z7 24" HDPE (0.5' DRNG. 138.38 LF La11.88% DRNG.) 470 470 W W J I� N M N 0) 0 ^ ry 00 0) N .+ Lu Lu l!) 00 rn 00 o6 H 00 3 CD ^6 S Ln Li, d 0 00 �.t 0 CO cc l7 l7 .^t .^t s W LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 NORTHERN BYPASS STORM SEWER PROPOSED GR DE STR:CO-i 520 24" ADS CLEANOUT 520 TP=516.25 _ _ _ INV IN: 53i.io _ INV OUT: 5iz.00 i PROPOSED VDOT \ / STD. EW-1 515 / \ 515 / / E ISTING �/ HDPE o RADE �/ bSLFC�2•a77o 510 149 510 / / INV. IN= 14.50 505 / 505 W / ,00 500 / yam,° Soo / PROPOS D VDOT STD. ES-1 495 INV. OUT= 96.00 495 W W J M In 00 ^ co V) It -I W W ,Ny .^i tD Cn O 0) l7 v1 W LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 YD-i - OUT EXISTING 495 � -. � � 495 490 1 490 PROP SED GR DE STR:36B STR:36 DI-313, L=6' DI-3C, L=6' TP=487-54 485 TP=487-17 INV IN: 484.00TO RF-4 485 INV IN: 480.i8 TO 36B INV OUT: 480.42 TO 36 INV IN: 480.5o TO 38 NV OUT: 480.o8 TO 34 8" CL. 52 DIP W/L 48o (1.0' DRNG.-W/L) 480 15" HDPE 475 28.o6 LF @a o.86% 475 W W 00 0) J J 6 ry W W 0) a) Q 0 It It W LL 1+00 0+50 0+00 -0+50 STR. 36B - STR 36 N CID 505 500 495 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 495 VERTICAL GRAPHIC SCALE 200 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 20 495 PROPOSED VDOT STD. ES-1 1 STR:$ WITH RASHRACK. SEE DETAIL DI-3C, L=4' w N THIS SHEET, O k EQUIVI ILENT, FOR TRASI IRACK. (WITH 6o" ID BASE) Q It N TP=488.13 m 000 �0`00 O O J a 49° INV IN: 479.5 o TO ES-i O 0 F- 49 ° INV OUT: 479.4o TO 6 $ p ^ f QO H maF aaH D� 00 Zp ?ND ZZp Ln \� Y ,Ln II n o H z z Ln 2 II r z z z PROPOSED 4-z ° 485 _ GRADE ��� 485 0 �0 )6C O O 5'* I- 0484.6x a > > > Nvw) 2 8' DRNG.- 2Hzzz 48o ROPOSED VDOT STD. EC-1, CLASS I 480 PROPOSED VDOT STD. EC-1, CLASS I 3o" HDPE FILTER FABRIC U I DERLAYMENT TO RIPRAP LINED IN ET PROTECTION 2' z97.o8 LF Qa 1.72% EXTEND TO THE HANNEL's BANK. DEPTH) WIT FILTER FABRIC CONTRACTOR SHA L NOT IMPACT T E UNDERLAYMENT O BE INSTALLED IN 30" HDp S RSTOR CHANNE WITH THE XISTING DITCH R A LENGTH OF 8'. �6y,95LF E STORM SEWER ON.BYPASS INSTALLATION. 475 @ z.zL SQo L=110'f, W,=10 5', W2=18', D=2' 475 \ _ _PROPOSED VDOT STD. ES-1 30" HDPE 30" HDPE - 51.94 LF Qa 1.75% 25 197.56 LF@y.69� 468.25' 470 (1.3' DRNG.- 470 DRNG.) 36" HDPE 465 36.02 LF Qa 1.53% 465 5.7 PPROXIMATE LOCATION C IF EXISTIN 8" SANITARY SEW R 46o 460 w co O �D `n O O o Ow a O rn o) In ^ o ° 't a) M oO J J ^^ w O � ^ O) rn M M M 0) H 00 4 0) r O 4 M O M N M . a) 00 ODW W ao 00 00 00 0 00 00 m m m '6 00 b 00 m m m m w w Lo w 3 S It It It d I I It .t .t t LL 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 SOUTHERN BYPASS STORM SEWER 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 218, 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 2008 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 2008 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. } s0 m 000E- W�^'JOO O J Om� �THM � Z_Z 00 �m m 0IlD 00 0 � I_ 0,0 O to )D N't O O 00 00 It �ZZAq 6 kp�m0 EXISTG 0rm t� O GRA E Ooiwa � M> lD ��O)zIt 00 N 0 Ln J O �vi M 11 >>It 00 MO ? mWZZ N S-- 11z U0Fz z � O �O OM FIzzz ROPO ED N a>> OOZ �p- -00/ ut0HzZ GRA E O ZJ O z z F H N M� DO^ . m It-0 / 49 o N v)�)^ d oo -t � ° al 't �o Wiz 1 / 8' CL. 2 DIP W L o e0i) a n a�� 00 J � az0 t �H rN9m az0 ( .4' D NG.- /L) p D N ,'z zO �Nv� _ �orzz a>> / m M 11 >> / WATE SERVICE CROS ING boa 3:: ,u„o�zz __M / i5" HDPE .0 D NG.- L o e 485 N o 't ' / 28.96 LF 15" HDPE ?aH 0) 9o.53 LF C o.62% C oJ9°� It .. N ' z z O ' 15" HDPE rxa>>> g F Z Z Z T 18"HDPE 109.54 LF�o•91D/o - U) 99.52 LF Qa 0.6 3 % 480 15 (1.0' DRNG / / 15" HDPE i5" HDPE 144.64 LF @a o.62% DRNG- RNG - 3538LFQa o.68% DRN .) S/L 13-1z 4 3 STR:38B DI-3B, L_6' 5 18" HDPE 475 470 25' (.3' D N G. - 30.63 LF Qa 1.37� PROPOSED VDOT STD. EC-1, CLASS I NV N'1-'17 3 TO 40 INV OUT: 481.83 TO 38 DRNG .) - STR:3o 18" HDPE RIPRAP LINED OUTLET PROTECTION DI-3C, L=6' S9.13 LF Qa o.56% WITH FILTER FABRIC TP=484-43 UNDERLAYMENT (L=15', W=6', D=2') INV IN: 478.5o TO 32 1$"HDPE t24" 27.84 LF @a o.67% INV IN: 480.00 TO YD-2 47° HDIPE INV OUT: 477.5o TO 28 100.72 LF @a 1.66% 18" HDPE 107.93 LF Qa 2.47% 24" HDPE 20.76 LF Qa 1.210A 465 't O N ^ a) O O N M a) V) N M H u) a) LD It a) It 00 M O O M lD N H H In N N m 00 't .t H a) ^ O m M 00 In O N •i ^ cl W 'i l0 O rLIOL2 O 00 1� m ^ 't� ^ '6 't V) 't t0 M 00 't0) 00 t0 n w a) n W 0) 00 0) O00 M al 't O) O M m '4 0) O ^ O 0) O It ^ d 00 .t `t 00^ d It 00^ d S 00^ d d W d W 00a) 00 00 W0) a) 00 0) a) 0)0) 0) a) 9+25 9+00 8+5o 8+oo 7+50 7+00 6+5o 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 -0+5o STR. 42B - SWM FACILITY Lic. No. 035791 L 4/29/22 z 3; z O F- U) 0 c Z Lu 0 D_ i O Z J ` O v7 ,HA w m i Vl E u U) r F ' ui z Etie i F- z i z O L 5 f aiS 2 C) m Y m m � OV r OV � j UU)) O O} OU a U g as w � w � O a a a a > i w w w w w 3 U) m Ln LO a r j Q W W J LU W ce U) a 5 i w ce L rq 00 � rlj N ro Cn ZCn N W N O z Cn N Q W J Z< o L LLi Q Lu J O H� LL \�_ / O L LLJ Z0 Lu Q z W U H X � LLI J ZcnV LL LL I- W Lr Lr Q O O F L w 0- W Ln JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 20 SOS E RO" STR:48B DI-313, L=8' TP=498.82^ INV OUT: 491.86 TO 48 495 8" CL. 52 DIP W/L (1.1' DRNG.-W/L) m m ,p 0 O It F- r 00 � U) ^ N o � N r- r a) °1 °�mmrn 0 J 00 S .t It t lot, Z Z Z p F M d > > > > r„o�zzzz FI LL, TYP. 495 I490 490 X 15" HDPE EXISTING 27.88 LF Qa o.5o% 485 1 GRADE 485 480 480 EL OOp0) 0+00 0+50 STR. 48B - STR 48 qW* 495 10 't 't 0 0 PROPOSED 0 GRADE a F� A 't 00 tJ 00 °1>>O m 490 STD B o I- z z z' :44 DI-313, L=8' TP=488.76 INV IN: 484.o1TORF-1 rFLPL,INV IN: 483.5o TO RF-5 INV OUT: 482.00 TO 44 I 8" CL. 52 DIP W/L (1.1' DRNG.-W/L) 48o 15" HDPE _ /< 28.25 LF Qa 1.6o% XISTIN 475 GRADE 490 PROPPROPO 3ED VDOT PROPOSED PR POSED D T ST . ES-1 GRADE STD. ES-1 STING 485 - - - - - - _ _ RARE 485 25" RCP 111.38 LF @ 137% 8" CL. 52 DIP W/L 48o (1.0' DRNG. W/L) 48o PP OPOSED VDOT S D. EC-1, CLASS I IPRAP LINED OUI LET PROTECTION WI H FILTER FABRIC UNDERLAYMENT (L=6', W1 4', W1=8', D=2') 475 475 lD 00 S ~O M F N 0) l0 00 a� lt Co Co 00 00 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 BE, 1 80 15"CMP \ 4 465 14.8o LF Qa 7.78%-\ PROPOSED VDOT STD. EC-1, CLASS I RIPRAP LINED OUTLET PROTECTION WITH FILTER FABRIC / UNDERLAYMENT (L=20', W=4', D=2') 475 460 470 470 W W �0 Ql J J � W W � lJ l7 � 1 W W 0+00 0+50 STR. 44B - STR 44 475 EXISTING G DE 1 470 EXISTING CONCRETE HEADWALL TO REMAIN 490 STR:18 3C, L=6' TP=488.17 I NV IN: 483.67 TO INV IN: 481.99 TO 18B FINV IN: 481.99 TO 20 485 INV OUT: 481;89 TO 16 a z 7 465 480 / 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. 463.6C I 46o 475 W �t ri O W W N 0) D N lJ S S 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, FLOWABLE 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 RO. 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 2008 ROAD AND 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 2008 ROAD AND BRIDGE 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 8/20/21 AHW Controls STATION: HYDROLOGICAL DATA D.A= 1.80 ac. 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev. Cw = 0.40, Tc =17 min., I,o = 4.3 in/hr and 125 = 4.8 in/hr = Shoulder = elev. 488 = Skew CL elev. 488.38 0 ° Cover Varies n DISCHARGES USED RISKASSESSMENT ADT Q 10 = 3.10 CFS Detours Available Length Q 25 = 3.4 CCFS 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= 111.38 Ong. Gr. Elev. Q = CFS CULVERT TYPE & SIZE Q Q/B HEADWATER COMPUTATIONS CONT. HW. ELEV. OUTLET VELOCITY End Treat, COMMENTS INLET CONT. OUTLET CONTROL HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooth Inlet Controlled (+1.0') w/ downstream riprap. Velocity (6.23fl1s) 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 (6.4ft/s) is Proposed 15" RCP Culvert (25 yr) 3.47 3.47 0.88 1.1 05 0.6 0.93 0.93 0.55 1.7 - 487.10 6.36 1 N/A not errosive in concrete pipe & riprap. Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUM MARY & RECOMM ENDATIONS: Base Flood 1 %Exceed. Prob. Elev. STR:52B DI-313, L=8' 00 H O F- N 00 am a m II 0 FL:00 J 00=) NmC.2_O Q M II > Ln Il z ROP SED GRA E XISTI G 15" HDPE 47.88 LF @a W W A N 0 J J W W W 00 co 0 0 a °It It W W 1+00 0+50 0+00 -0+50 STR. 18B - STR. 18 490 485 :0 475 495 0 N 0 11 00 N STR:2o 495 m 0 't UI-36, L=6' m - 0 F TP=48g.00 °0,� NI- INV IN: 482.64 TO 22B r 0 -' 0 INV OUT: 482.54T018 vI>Hz 490 PROPOSE 490 GRADE EXISTIN GRADE I 485 485 STR:11 DI-3C, TP=4E INV IN 15" HDPE INV IN 48o 62.30 LF Qa 0.90% INV IN INV Oi 15" HDPE 24.66 LF dal 1.14% 475 475 r\ O N 00 00 Id- M FU'U-'J O Ch a 01O cc ° 00 0+00 0+50 1+00 1+50 1+75 STR. z2B - STR. Al SCOTT/R. Cr?,LLIN' Lic. No. 035791 4/29/22 z g; i L=6' o r 8.17 a ` 483.67 TO 0 I 481.99 TO 18B Z � o 481.99 TO 20 o i JT: 481.89 TO 16 O z r O N>. LU co i Ln . \ a r / W �; 1 � z w - rn r i UU w 1 w 2: 2: = r O O I m 0 0 0 0 U U 0 g xs w w O a Q a a 0 0 0 > i w w w w w � rn Co M Ln a w Q W > i w LU ce W Ln CL wLU W r" M M t\D LU Cn N W N O z a WN N J Z< oL W w aJ � J _O r--r J L.L L9> O �n cl� 0 Z o oC W Q LL W w z � LnLLI QJ U� v LL LLI (n LLJ 0 O CN O F LU w 0 w oc = o_ I cn JOB NO. 202194 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 SCALE 1"=5' (V) STR. 52B - STR 26 1"=50' (H) SHEET NO. 21 GALAXIE FARM LANE & ROUTE 20 INTERSECTION SIGHT DISTANCE PROFILE 475 PROPOSE GRADE S T DI 470 ----------- -------------------------------- 465 , HT.OF ,--' OBJ=3.5' - 46o LINE OF IGHT — vF OF — I� M Ol ul dl l0 Ol M Il ti Ol OM W ^ 00 0) SLo �t 00 O 00 S ci l0 m l0 .t l0 l0 l0 I� l0 n l0 n l0 00 l0 lil Q1 V 00 10 O �%1 l0 I� l0 N Ol l0 N O n O n M �t n 't r S 't !�t d d It 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 EXISTING Soo GR DE ------ Soo HT. 0F _- OB -3.5' 495 N(�o95 Q�S ( P 495 '--LINE 0 ANC3� SIGH IS HT. OF 490 SIGH= EYE=3.5' 490 HT. OF OBJ=3.5' PROPOSE 485 GRADE 485 MARY JACKSON COURT & MARIE CURIE COURT 48o INTERSECTION SIGHT DISTANCE PROFILE 48o N m o 00 o o 00 N 0) d co a) �t 1� Ol 00 It 00 m O O N 0+00 0+50 1+00 1+50 2+00 2+50 HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 2C ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 0 25 5 10 2 ( IN FEET ) 1 inch = 5 ft. `. EXITING SIGHT (STANCE=152' G ADE 490 HT. OF — — — 490 OBJ=3.5' HT. OF \ EYE-3.5 \ \ LINE CF 485 \ SIGH 485 48o \ SSG 48o TqA PROPOSE GRA E 475 475 HT. F OBJ-3.5' 470 470 x \< NORTHERN GALAXIE FARM LANE & MARY JACKSON 465 COURT INTERSECTION SIGHT DISTANCE PROFILE 465 O M O It N . 00 Ol t tD .t a° c6 a OCM co 6 .t ° 6 Ol h N ° 00 ° 00 6 I�00 00 cl N a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 O � d � 8+5o 9+00 SIGH DISTANCE=66 — --------- --- EXISTING GRADE O O O O t O l0 M d d d drl It 't It u.. 485 ff SCOTT R. LINS' ' 5, U Lic. No. 035791 4/29/22 cQ SIGNAL E� l 0 480 475 z z w w z 2: 2: 2: r 470 0 0 0 Ln z O z X D Z a-6 d r oo oou U r o U Z o465 o gaoo a W W o o o! W Q a s > > M w w w w w w Cr w m m 1n m 0_ m a W a W W 0 460 \ w w u < a a LV Z w WLu ~ Lu Lu 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SOUTHERN MARY JACKSON COURT & VERA RUBIN HT. OF' PLACE INTERSECTION SIGHT DISTANCE PROFILE OBJ=3.5' \ 500 \ / 500 \T O\ T q CF`a\ 495 495 HT. OF YE=3.5 _ SI�H LINE OF TANCE=e$p, SIGHT 490 z 490 ` HT. OF OBJ=3.5' 485 485 48o - 48o EXISTING - -- - ' GRADE 475 475 I� 1� 00 l0 d l0 .t l0 rl Q7 00 ci 'i v1 �t O I', ri l0 N N O l0 l0 Op 1� rl ci O O O n �t T n M O.toS° 0 00 on 6a 00 m 00 0) 000 Na � 0ai ° � ^a ^m 00 00 0 �t .t d a^ S.t .t �t .t 't 'a 't a .t a a 0+00 0+50 1+00 NORTHERN MARY JACKSON COURT & VERA RUBIN HT. OF\ PLACE INTERSECTION SIGHT DISTANCE PROFILE OBJ=3.5' \ Soo \ siGN Soo �� Tq \ N F, ago, \ 495 \ LINE OF 495 SIGHT HT. OF EYE=35' � S/ T� 490 =E=2$0, 490 HT. 0 ` PROPOSE OBJ=3.5' 485 GRADE 485 48o 48o EXISTING GRADE 475 475 I� N cl .+ 00 .T 01 't 00 O 0) 01 M O 3 N 00 N I� M M l0 O n 0 l0 l0 Ol rl N O Ol 00 Ol 00 ^ 1p 01 00 M Ol 00 N N 00 rl H 0l 00 6 O 00 6 00 I� 6 n n l0 n S 00 d y1 d It It .t It d 't 't S d d d It 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 N N N N N N 00 r, N N N N N N1 7 7 O L C' Cn Z N W N O z WN JLr) 10- Lu Z Q 0LL J �--� w Q O J 0�/ > LL L9 w W S+So 5+75 :z � J Q SIGHTDI TANCE=161' T.OF 490 HT. OF _ ,---- _ T YE=3.5' 490 OBJ=3.5' \ ` \ L NE OF 485 SIGHT 485 PROPOSED \ EXISTING GRADE 480 GRADE \ Sj 48o h T 475 475 HT. OF BJ=3.5' 470 470 ` F .� SOUTHERN GALAXIE FARM LANE & MARY JACKSON 465 COURT INTERSECTION SIGHT DISTANCE PROFILE l 465 O OM OD m N W 00 It M N nN.1 N m O m 00 a W W 0't a W Ol 0't a OD W °It a 00 a + Cn 0 t r O n m s� N 't 't't 4 0 't't N It Q Q `` U) W u Q I� N,� Q V Ul r-i U) < Z rr V w Iw J� I— w 0 O O N Lu w w d Ln JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 22 ROAD LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SZE CANOPY(sf) TOTALSITE QUANTITY COVERAGE(sf) T REES AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 21/2" cal. 452 22 9,944 AS ACERSACCHARUM'GREEN MOUNTAIN' GREEN MOUNTAIN SUGAR MAPLE 21/2" cal. 214 20 4,280 LS LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' ROTUNDI LOBA AMERICAN SWEETGUM 21/2"cal. 238 9 2,142 QP QUERCUS PHELLOS WILLOWOAK 21/2"call. 419 35 14,665 TOTAL CANOPY 31,031 T.M.91— T.M.91-10 / /� COUNTY OF ALBARLE,V GI IA C�UNTY OF ALBEMARLE,VIRGINIA \ / �. �� D.B.1979-44, 6 & 47 L T D.B.1979-44,46 & 47 PLAT f > i A C�UNTY�EFINED PRESERVED f LOT I \ / / / STEEPS OPES, YP. / \ LANDSCAPING NOTES: 5 LS ALONG II / 1. 1 LARGE STREETTREE PROVIDED EVERY 560F STREET FRONTAGE. �l 2. STREETTREES SHALL BE LOCATED 5 MIN. FROM DRAINAGE STRUCTURES AND io' MIN. FROM \ MARY JACKSON COURT WATERLINE AND SANITARY SEWER STRUCTURES. I '� 8LOT II _ / 3. ALL LANDSCAPING AND SCREENING SHALL BE INSTALLED BYTHE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE I \ \ — / DEVELOPMENT. I / / \ (4) LS ALONG 4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY / \ ___ \ THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN GALAXIE FARM 1 , � L � NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 5. VDOT WILL NOT MAINTAIN TREES PLANTED WITHIN THE BUFFER STRIP WITHIN THE RIGHT OF OR LOT / N \\ WAY. THESE TREES SHALL BE COVERED BY A MAINTENANCE AGREEMENT AND SPECIES > ,>>��A�E+C,�+',i+ ,. � 1q � �� \ � e // TYPES MUST BE SELECTED AND PLANTED IN A WAY THAT MINIMIZES POTENTIAL DAMAGE TO + > ' a.o4AC), + > + �� - ��yr x \\ \ THE ROAD AND SIDEWALK. �' > , LO / 6. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND f ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 8. TOTAL STREET FRONTAGE = 4,263' REQUIRED STREET TREES: 86 (1TREE PER EVERY 5o' OF STREET FRONTAGE) ( 1 I LO I • e;. i\�\ —` -w PROPOSED STREET TREES: 86 �UR)E U NOTE:10P 6 PU 5' AR ALONG'>RT �' ECURIE COU REQUIRED STREET TREES:23 9'UBLIC IW) PROPOSED STREET TREES:2g NOTE: 2,531'OF STREET FRONTAGE ALONG MARY JACKSON COURT f F REQUIRED STREET TREES:¢ --- _ .' \\ �' W � ° �� �` -, •e' > ++f� > / ��> >>>' +> +>+�" f+'f�>�J, � + + ''', +✓ +++ '>� >+i '+f '+ �r \ i>+' +>+' f + f._�: f >+'iif PROPOSED STREET TREES: 48 x NOTE: 584'OF STREET FRONTAGE ALONG MARIE CURIE COURT REQUIRED STREET TREES: 1z —I •� \ � � � + ' ,,// , ' , , , , � + > i f + i , , PROPOSED STREET TREES: ¢ V \ LOT \ A 7 i i i \ \ \ \ // �' +> ✓ a + > f > f \ I \ �n ,. \ ' \ I I = _ _ —� / ++ >'� +�,/ , + i + > > ' +'+/f ' { 'if '+> '•_>y f, +a/ , + + > ' f s� : > ' f ' f> 'f++ ' a 'f + of+> + // Ir4 LOT V ✓✓✓... / / f \ I w w - __ L_ _ �, � \ oT \ \ ,> + f 1. i , f f . + f '+ f > f + . > '+ f + f > iy.' f+ + >i + ff f> >f > ( ++'+•> / // 1 L I I II OT I (4) AR ALONG\ O L �� \ \\ \I I II II w I \ MARY JA3 CKSON COURT \� I OQS>ALONG y f \ 1 I \ 1 iGALAXIE FARM LANE', `+ + > + 6' PLANTING 1 STRIP, TYP_ X > > f + + < > f OPD NCE,- 53-.� / �? 180' PROP ,i , H -(R-// 41 SIGHT DIST / ' X '... .. � ... ° r, :. •.e _ems , a J __ +•' � f ° r — ... � + i� '+ +' + +' +' >' f' >' '+f r�� ,ate � / I> > ' f a ' v'- > +- +'_ / I/ I l' f .`' + ' f • ' > ' , +>' + ' > + , + f + > > ' f ' > > , > i > + a + ' ' '> �, >�f ' >\ >)>++> '+4OJ9C+T> / LOT + >f a GUAJ2DRP+ 4 + > + +' > +' a f'ai�-> 'a I I /I I .�`�++ +' + +' f > f f a > +' >' ♦. , '+,- > f f / > ++' > ' f + 20 AS ALONG ' SP A>, . > ,i++ + I > ff f f > + , ' a• > +l' T>LliT. I( ) �OT I I I (13) AR ALONG'+>� f + + +f�+ / -/ i .22 , C) > f GALAXIE FARM LANE f + , ' , f „ ; � , + ' + ' f `> i '. S I , / f f +f �+ > f + f ONTRACTOR TO MILL& Wiz' ++ +> + + > + ' > ' f > f OVERLAY RO TE 20 TO/ LOT f > f ' +f f ' f -.+ i f f AREA, i...v +. > ., 3 M MARY JACKSON � � I + � > > f ' � f > f f , + + ' f f f + > ,+ ' + ' /._ /... ' 5 > > + >�\ +> + •: M COURT >+ + �> ' � > > �+ f '+ .i'+ ' >f'i++>' ++ ' ++'i + > >i f > y f '+ ff++ +.+' + '> f + >f + fi + >> s , , +> t+'+ f f + f f ' > + ' f f >i'�> / � / THE CENTS LINE, TYP( II I + + u f f > f (/ >f + + > \ > PROPOSED 6 W � I I I f LL > jjI'I f > BU LER, T P. — 0. LOT + f (bA�) + PLANTING ST .f'+I" f+r > .Y + > > f a + TYP.STfIEAM/>/TYP.' 56 + -- f , >> , >f , +> , f i ++ + ,i v. , + f I / � , + i, + ' Uf G� ' > ' > ' •'>> f > '� �' +g +f> + > >°, >f+,++>',++ ' Y ' + ' > f'' Sr ' > J , ' + i' + , > + > ' f ' i � ��/ ; Q LOT W i+ > P(2O OSED ACTIVE >f' f+ >f' ffi >> + >f i + :.:.x -.M I _ - Q W 5%�REi EA'F�ONiCL f'' LOT OP4N'SP�1C£ > , > '=--r'�' 'f ' i' / 16 /� TI O EXISfi f v Q� \�' J� ✓ / m F- LOT + > > +�,+• •>>f >++' > ' >f z \ \ \ / / I I + f + > + ' > +> + ' +-�f ' i ' > f f> ' ! ff�+ ' + ' ++'' +++> ,,+' i+ J�o�,�! K- LO(1 )QAL N 53 LOT MARY JACKSON ALONG CKSON COUR59 f�f COURT . \Q 1 LOT / f > + > �7 /A // \ > ' w w W / � — /'`° ' # // .' LOT / w w • LOT \� '' '' ' > > ,' >" f + +' >' f' > f f > # / / \ • n �9 — F ' '" / LOT / + i ' f' ,i> >� � � IV, #2 >� +> ' ' >' ++ ' +�' +f+' i,+' i>+'>>,'+ f ' > + �, > ' f > ' + ' + ' • >+ >, + f,f> +, + , + a / / / � \ 20 + , >21 >/�\i I / s I f > LOT LOT I • I / , + / \/ + f y > i +.i ,+ +-' - ' , 'f ' > '+ f- f ' + 'i 'f '> �'f>+ ' i> ' f> ' >f '+f' ++>' ��' i >' ;; •' > >BO>ND> 6t �+ f/// / /// / 1 / \� 28 � I 1 I I LOT LOT LOT, \ I I LOT LOT LOT 2225 �23— —1 I '/+' 1� c >f / i-+\, > , f ,•+ ++', +f > >f I> 'V/, ,>>�f+ i> i f i + , f f > GRAPHI SCALE 30 0 15 30 60 120 C UNTY DEF MANAGED IN _ -i' f ' +> ' >> +> ' ++ + ' + ' + ' +, ' i>>' ff+' ff ' >f f ' > ' + ' >+ > + / ( IN FEET) _ _ , > , — 30 > + + > f > > 1 inch ft. r-y Lie. No. 035791 a 4/29/22 47j / Z O J s � c 0-6 � 0 Z vi W 7 0 �_ Z L H Ln � r r Lu ca c Q [ W zL I F z i w Ln 0 z OU U7 z w F w 0 w Z 0 U O 0F j O 0 0 O I ¢ c> > g as a ¢ d d > 1 W W W W W I 1n CO 1n r~ a W Q W W Q i w Ln a > Lu ce Ln i ne N N N N N \-i N t\O 00 O � ti \ m n'1 \ V V L C\� LLJ L J L9 LL Q J z H� � a LL V / W 0 X Q Ln Q LLJ LLJ J� J� w Q O O N � w d 1n JOB NO. 202194 SCALE 1" = 30' SHEET NO. 23 County of Albemat le Cotmereation Plan Chedlisl To be placed on Landuzpe, Plans (Ilmldboob. pp ID 28•t-111 297 for complete specifications) 1. 2e f°Ilowte lh d' Me be sl°x'n°n e oleo: Trees oinb ® Limits of 1 g(marda dnptine of tram robe sevady ® Lmeaonmtd f temve fmd ' tyP P a ng. 63 Grmlechangesmryinng trrew n alls; 63 Proposed trenching mtmmdi::gbrymd the lmvh ofclmri,:g. Ll All:w Wbeaaveietrelitemmke3 ffipmtordbb.atah°ightcleadyv iWemagmpmeN eralor� EJ Nog:adingahellbginw Iffietreemahi°gheabem' pectalm:dappr byaCm:tylna ocar. J. PicComtrnaH Conference: Ll Treepreservation mdpmtsdeo measmas shall be ed with the mrNazWr on ate a EuammaneOperation ad Sousse.: 0 besaver Pm t e1deW traffic and storage ofmmtmaon met®ela including soil alien votbepetmined wiltin the dnplina oflrea W be saved s San Foods. n d Sle—oramr penetration oer c s ID SuchdevicesahallrmladvmelyaffWteswbeswM 6 Fuel; � sires me mtpmminad wittin lW fat oftM dnPline oftrmsWaaevea. 7. Toxk Materll ® Toxic matmala shall not be rtored xdtWnlW feet fN dripbne ofnce lob ed. S. Pruhetive F... Ins, Tmm to be moved andan40 feet of a proposal b,aldrag CricrohlIF ncM1= ty a1Wl t p oleeted by fmavtg. 0 FinanBshallbemplaceaadshellbeimpactedcadappwedbyaCowtyl par pforWgradingofmmw om 9 Tree Welk LI ttTci the --led level ores be noted cabin Me dinpline ofetres W be Steve, aneervell Mall bepmvidedand amnSaactim dell subndttedfor approvel 10. Trr Walls: Ll Whmlhe Uomdlevelmadbel e�wit ffiednplacat tobesnva,atra;wall°hellbepravided,m omh andeteil submitted for approval 11. Tritichm, ad T... cut, Ll When leather, la regnimdwitiw the limits ofcle irg,'t shiLl be d ®far away bom the bsmhs ofimas as psvbl. Unti Wrg under a Iname shell be mnadered as M afteratifirs when itis anticipated Met nema trenching naff destroyfeder roof. 12. Cleanup; ® ProfaYive fro©::g shell be lie lest items mmovedd 'n2 tlm fir�el cl®mrp. 13Domaem Try: ® Drner al rem shall aNa m:mmiefly bypmni fr hi ionoroffirmethoNreconmrendedbyabeeapsialin. NOTE 1T 19THE OEVEL PER'9 RE9PoN9181LIIV TO CONFER WITH THE CIXYiRACTOR ON TREE CONSERVATION REQUIREMENTS. � I � (5) LS ALONG \ MARY JACKSON COURT / T 0 I rSSCOTT NOTE n oSTAKED. TREESEES T04'YAL RLARGHALL E R. LINJh STAKED. GUYED OF 4" EQUALLY LARGER t t i SHALL ,GUYED WITH GAUGEWIRE 1 / /i SPACED,TWISTED, #azGAUGEWIREWITH � L� Lic. No. 035791a� 1 HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS�,�j 4/29/22 cp' / SHOWN, FLAG WIRES WITH COURVEY s Fc> ,\ TAPE. REFER TO SPECIFICATIONS FOR L// I�' + +i' 1 \ ADDITIONAL INFORMATION. I /�•- + i > �R i i s' S G \� I is ' o•.o4AC) d� 1 \ NTH RUBBERSTRAND /12 GAUGE s.. ,.: NTH RHOSE & TURNBUCKLES 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE V1 zxz HARDWOOD STAKES,/ OF TREES TO BE PRESERVED AND PROTECTED. - /% / U AU IS TOP OF STAKES \� 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS I BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY I,fD I / ( II LO \ F Ln ENGINEERING DEPARTMENT. IV �,,�1/\\\)))///```/7 DECK snucER th HT. v TREE ULCH SAUCER \ I I a W W // p Z i 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, ��/� �\ ����� AMENDED SOIL MIX NISHED GRADE 12 f 2Ln I PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS pp \ - I \ g o o w TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE III I/11\ OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL I ¢ In 0 w BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL III III ` II -III= III I \ - _ - (n H 0 H f — III= III �` AMENDED SOIL MIX I I I o — — O ? Q LU � � Q j SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. -III OUT -III �— T AND REMOVE BURLAP FROM ✓ F, - —ITF_WT AND REMOVE BURLAP MOM _ __ zl f _ -1 III— OP 1/3 OF BALL AS SHOWN —III TOP 1/3 OF BALL AS SHOWN — 0 0 U 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE \ III II _ - _ - o Z) PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH _ - - III-_ I1- -III - ARFY suBsoa To a MIN. DEPTH I ! - c2 ¢ ¢ r o 0 THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR —III \ \ I 7 (n O m o U - = — ARIFY SUBSOIL TO 4• MIN. DEPTH �' I ` L. Q ; a$ SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE III -I PACTED SUBGRADE I SPECIALIST. III IIL \ \ LOT \ O Z � a, ~ MPACTED SUBGRADE 0 ¢ Of W W W 0 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE Evergreen Tree Planting Detail Tree Planting and Staking Detail ry)t I \23 11 H . k o o o 8/30/2021 PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON Not to Scale Not to Scale N I I I w m m m m v'i LU w = Owlvea slcNATURI: (DATE) BAR EVERY 18m OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12° DEEP AND - ;% � � J ... a 12 Source: va.Dswc Plate MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. L J \ I \ I ' \ _ (n ¢ LU ¢ w LU o 0 of IY cY o� Q. LU rn CONTRACT PURCHASER SIGNATURE (DATE) 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION W I I IL __ _ — > F d a (n o 9/um Palo l°fl In-�T CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. _ \ I- z as w I r \ \MARY JACK UJI o \ -- t �, 14 \ I LOTT\ \ c �/ �. Ind CN Ind IN 0 (V (V t0 00 be N_ c ,/ '1 O ( _ / / .o 1 — a is U c /OJECT BOUNDARd Y, / PROPOSEDeSP nl J / L54 \ i ;` N +i + + is > , + s a s a ' ' ' ' ♦ sii ai' > + + + a i LINE P. , > ', + ', /1 '�' ,+ + ' , • + e + + a ' si a+ a + i .12 PslU+)' e ai i LOT + a s + a a ''i si+ a + `� 3 � A �� I a e a + • s a' a +' a a s + + + a a s++ a s T.M.91-13 - / _ - s SS O N ', n 1' 's COUNTY SCHOOL BOARD OF LOT r , ---- - I I P E ALBEMARLE COUNTY, VIRGINIA If 42 - _ - - LOT •', s a +' s a a \ D.B.1033-313 I II ,! 4 I I I \ 1 �- --- -- ---/ -- -- �r-I 56 / D.B.1033-313 \ _---- --� - �- -- - -- -- - - / D.B.619-368 PLAT / : __== II I L----- WJI----- / _ I — — — — — I r — — ¢ LOT . • e L — ------� — — / — — w _ ', P42�OS�D AC'fIVEi+ I �e + \ 43 I =__ I ___ v 7 REC\t20LOI \� ��. _ l I IL ,l L=J •l _J ,L / _J •L____ _ _57 J Ll OPyN JPy LC ��� a N +. " r 5 ------ 1--j"IF -, ���_= i �� f -__� I \ �---- I \ z> a LN— I LOT '+ a o # v T L L T LOT LOT LOf LOT LOT W a 58 '� �' • r "� > Z q O LOT ---- ==.II LOT I = I y 97 �4 I _= 49 5 5 5 � a L Q a _ " 0 i 2 x V� \ 46 / / 53 0 LOT (19 S ALONG 45 I I 1 =__ __ _ � P c $0a ', MARYRJACKSON AL� / - n Yp1` , COURT' - ___ -_ / L -� = - ---- /- --- - _ - - -) - - - -MARY JACKSON COURT - �- - - - - 9 f /A , ' LL I� - 5 > PROPOSED 6 L9 W o T PLANTING _ / -- - / -� ---- L--/-- / , � z STRIP TYP. / 3 � iiiaii ii i+ #6 H- a ,i + s si a nw \ s z.:. ,. .. "...o . ,• � '._ x + a is s � / xi O C a (20) AS ALONG \ \ w m w w w w en w w W Q /� w / -- - A Y JACKSON O"OU w w # x I LL V� MARY JACKSON COURT " w w ro w ro w w —% % - Se-f T =28o w % - - PROPOSED -PUBLIC RO w U 0 R - a LIMITS OF PROPOSED ' - ?` 3 3 ( CPU ) ; / w PUBLIC RIGHT-OF-WAY �\ _ 49 j - , w w Z o P U C3 - c �\ TYP. # _ _ / # 3 > Q III . v /- o t J \ _ - - - - (20) AS ALONG , g Ul `\ , , . • • � _ � � L � - - � - - - - • � -MARY JACKSON COURT= _ I , / W � � I � f. RY JACKSON COURT - - - - - -- -- - -- _ ___ I =_____- 1 --- - _ MA --- - w - - -- -� - -- Z I � / I '� I I I / / Z i I I - I ! / II I LO LOT I LOT I ! LOB L I 3 b y I w -., J III ii LOT _ OT i; LOT I — J LO I � _I LOT =- 33 == 32 3� 3O r LOT LOT I I Ica Q _ L T 38 - 37 / 36 35 28 LOT LOT o 0 / / / // / T-- \ 3 I LOT ,LOT _LOT LOT �� 2z o - _ _ __ /r = - = 27 26 S > / _ _ _ ---- — 2 I _ - -- _ � I -� - -- - -- - I - - I -- I i-I I I _ I I - --- - - w n _ m --� --ll I — --�J I — 1` -- — —f ��-- -- —____= 1 *---__ --- ------ ------ �_—_ -- — -- > _ _ < 3 I' 7 Q x m _ O N COUNTY DEFIN D (� o \ MANAGED STEEP N m SES'_ - - - b LOPE - m / 0 W 3 T. �A-B \ \ \ I I 5���- / l \ ! 3 \ U Ln OFTEN ASE IV,AVINITY _ _ _D.,1 J �6JOB NO oallo.AVON P E TIELLC T.M.91-1- E 4 D.B.48 228WLT B. 5124-67T Ic SD.B. 7-50SAVINITY ESTAT SL I20219 D.B.4990-- ao s so BD Ito SCALE B.48 4-"'Q2/ T.M:9-16D SCOTTSVILLE ROAD HOLDINGS,LLC 1=30 f D.Gj9,PLAT O \ - \ C/O KAPPA SIGMA FRATERNITY SHEET NO. n X D.B.3257, PG.702 ( IN FEET) cos D.B.550, PG.608 PLAT 1 inch = 30 ft 24 Im 0 R#1 fir PO ■ r 3.38 CONSERVATION PLAN NOTES: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT VEHICULAR TRAFFIC AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. NOTE: TREES UP TO 4" CAL. SHALL BE STAKED WITH (a) zse"HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH (3) EQUALLY SPACED TWISTED AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. !ES'MTH RUBBER HOSE AND JCKIES 2/3 UP TREE HAROWDOD STAKES, TOP OF STAKES Page 611-14 April 2015 Typical Traffic Control Stationary• Operation on a Shoulder (Figure TTC-4.1) Standard 1. For long-term stationary work more than 3 days) on divided highways havin a median wider R Y ( Y)g than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD 20-1 RIGHT SHOULDER CLOSED AHEAD W21-5bR RIGHT SHOULDER CLOSED (W21-5aR ), even though only one shoulder is being closed. For operations less than 3 days in duration sin assemblies will only be required on the side where the shoulder is being Y g Y q g closed and a RIGHT SHOULDER CLOSED (W21-5nit) sign shall be added to that side. Guidance 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Non: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating. flashing, ot° oscillating lights is used. Standard: 5. Vehicle hazard warning signals nals shall not be used instead of the vehicle's high -intensity amber g Y rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (L) and channelizing device spacing shall beat the following: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 5o 450 500 550 600 55 495 550 605 660 60 540 1 600 1 660 720 65 1 585 1 650 1 715 780 70 1 630 1 700 1 770 840 Minimum taper lengths for Limited Access highi shall be 1000 feet. Shoulder Taper - % L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0.36 36+ Transition Spacing 20' 40' Trayelway Spacing 40' 80, Construction Access" 80, 120' ' Spacing may be increased to this distance, but shall not exceed one access er %, mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffer space length shall be as shown in Table 614-3 on Page 6H-5 for the posted speed limit. 8. A truck -mounted attenuator CTMA) shall he used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for Y P P 9 g P operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall he placed as needed. 1: Revision 1- 4/1/2015 April 2015 Page 6H-15 Stationary Operation on a Shoulder (Figure TTC-4.1) G20-2 IV) 500' ± 80' - 120' SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 7 TYPE B OR C - SEE NOTE 6 CHANNELIZING DEVICES SPACING SEE NOTE 6 SEE NOTE 2 - I SEE NOTE 2 RION1 MOULDER �i ' SEE NOTE 1 ELDSLD RxuD 1 SEE NOTE 2 ROAD SEE NOTE 1 WORK > --LJob i ' W21-5bR W20-1 1 is 611-52 April 2015 Typical Traffic Control Zane Closure on a T1ro-Lane Roadrear Using Flaggers (Figure TTC-23.1) \OTES dance: L Si spacing distance should be 350' S00' where the sleds limit is 45 mph or less and S00'-i200' 8n Pa g Po P� P • where theposted speed limit is eater than 45 mink P P greater P 2. Cure should be exercised when establishingthe limits o the work :one to insure maximum possible f sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or eater than the valuer in Table di General ' speaking, motorists should have a 9+ 8r A P g. clear line ofsightfrom the graphic flagger slvnbol sign to the jlagger. ion: 3. Where Ri2ht-0f--Nay or geometric conditions prevent the use of 48" x 48" signs. 36'. x 36" signs may be used. adard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic m the left lane to return to the light lane before reaching opposing n:1ffic see P gg PPo g Iable 6H-3 on Page 61 5 a -. ?ill fla e1s shall be state certified and have their certification card in their possession when ge performing Bagging dunes see Section 6E.01, Qualifications for FlaQo er 5). 6. Cone spacing shall be based on the posted speed and the values in Table 6H_4 on Page 6H-6.1 7. A shadow vehicle with at least one high iuteusin amber romrhrg, flashing, art oscillating light shallbe parked 80'-120' in advance of the first work crew. ion: 8. A supplemental fla88er n1a be reaured in this area to give adsance warning of the operation ahead by slowing approaching traffic onor to reaching the flaeger station or moved traffic. dance. 9. If the queue of traffic reaches the BE PREPARED TO STOP (1f34/ sign then the signs, ad if used the portable tempol rumble strips III should be readjusted at greater distances. 10. ff'hen a higlncat-rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the htghwrrl'-rail grade crossing, the temporary traffic control ::one should be extended so that the transition area precedes the highwal'-ratl crossing (see Figure TTG56for additional information on higina*-rail crossings). Wall 11. At night, Bagger stations shall be illuminated, except in emergencies (see Section 6E.08). low. 12. Cones may be eliminated when using Vehicle�ation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the Bagger is %risible to road users approaching from both directions. a single Ball positioned to be visible to road users PPr 8 �88 approaching from both directions. ntay be used (see Chapter 6E). adard:1 When approved for use three at table tern orarc rumble TRS strips shall be installed act 14• PP P P (P ) P oss the entire travel lane adjacent to the BE PREPARED TO STOP (N34) sign. The portable temporary rumble snips shall be. monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RIUMBLE STRIPS AHEAD (11-201 sign shall also be utilized. 11 Posted Speed I 0 - 35 30-55 h 11 PTRS Spacing Center to Center) 1 5 Feet 8 Feet 1: Aesi;ioY 1- N11201i MAINTENANCE OF TRAFFIC PLAN: Aped 2015 Lane Closure on a Two -Lane Roadway Laing Flaggers (Figure TTC-23.1) aY3N YNOY �♦ avow OY3RY O O1 _T 3NY7 aN0 G20.2 V Z _ z oR - - �T urn• 500-+ ra 0 O 5o• - 100' NiB300v7fl O O 0 SEE NOTE 4 + 00S 1 PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 OPTIONAL L Ae•n=io" 1- 4 1 741E Page 6H-53 80'-120' SHADOW VEHICLE REQUIRED SEE NOTE 4 Sill 0-100 FLAGGER STATION SEE NOTE 2 SEE NOTE 1 i W20-7 Le SEE 1 NOTE 1 BE 1 PREPAR W3-4 SEE STOP SEE NOTE 9 NOTE auRar wzo-vzB SERa6 SEE NOTE 14 SEE AIRAD NOTE 1 a AD 420-4 ROAD SEE ANUD NOTE 1 I ROAD WORK NJ20 1 FAa scALEl^=100' y, \ SIGNS TO BE EVENLY SPACED BETWEEN THE PROPOSED WORK IN STATE ROUTE 20 AND MILL CREEK DRIVE. FINAL SIGN LOCATIONS ` ` I TO BE DETERMINED BY THE CONTRACTOR. CONTRACTOR SHALL \ a / AVOID DISRUPTIONS TO EXISTING CONDITIONS (i. e. STREET \ j - SIGNS, PRIVATE MAILBOXES, DRIVEWAYS, etc.). SIGNS SHALL HAVE AN APPROXIMATE SPACING OF 290'. Page 6H-5 Table 611-2, Taper Length (L) Posted Speed Limit (mph) Width of Offset (Feet) 9 10 11 12 Remarks - 2r � 95 105 115 125 - i L- S W/60 30 135 150 165 180 " 35 185 205 225 245 " 40 240 270 295 320 " 45 405 450 495 540 L=SW 50 450 500 550 600 " 55 495 550 605 660 " 60 540 600 660 720 " 65 585 650 715 780 " 70 630 1 700 770 1 " Limited Access Highway merging taper length L shall be 1000 feet regardless of the 9 Y 9 9 P 9 O 9 posted speed. SW=L is desired for the shifting taper length with %L being the minimum. Table 611-3, Length of the Longitudinal Buffer Spacer Posted Speed Limit (mph) Distance (Feet) < 20 115 - 120 25 155 - 1651 30 200 - 210 35 250 - 260 40 305 - 3251 45 360 - 380 50 425 - 445 55 500 - 5301 60 570 - 600' 65 645 - 675 70 730 - 760 1: Revidon 1- 4/1/2015 "ONE LANE ROAD AHEAD "SIGN (W20-4)1 "RIGHT SHOULDER CLOSE / AHEAD -SIGN (W21-5bR) / / "BE PREPARED TO STOP" SIGN (W3-4) 'ROAD WORKAHEAD"� SIGN (W20-I) "END ROAD WORK" SIGN (G20-2) / /Qs����cq W20-7 SIGN \. GLE pU7E / W) STATE TE ROUTE 20, SURE SVILL & VARIABLE LONG WIp1N ROAD, REQUIRED FOR MILLING (g0 & OVERLAY WHERE THE \ PROPOSED ROAD CONNECTS O W20-7 SIGN INTO EXISTING PAVEMENT 'BE PREPARED TO / STOP" SIGN (W3-4) SIGNS TO BE EVENLY SPACED BETWEEN THE PROPOSED WORK \ IN STATE ROUTE 20 AND PEBBLE DRIVE. FINAL SIGN LOCATIONS TO BE DETERMINED BY THE CONTRACTOR. CONTRACTOR SHALL "RIGHT SHOULDER CLOSED AVOID DISRUPTIONS TO EXISTING CONDITIONS (i.e. STREET \ \ 'END ROAD WORK" AHEAD -SIGN (W21-5bR) SIGNS, PRIVATE MAILBOXES, DRIVEWAYS, etc.). SIGNS SHALL SIGN (G20-2) HAVE AN APPROXIMATE SPACING OF 235. "ONE LANE ROAD \OT5 �PrGF AHEAD- SIGN (W20-4) GRAPHIC SCALE 100 0 50 100 200 400 \ 'i \ "ROAD WORKAHEAD" / / SIGN (W20-1) ( IN FEET ) 1 inch = 100 ft. SCOTT/R. CULLINS'Z H Lic. No. 035791,1, 4 29 22 10 s G s � IOnrnr. E g Z O ZLU Z J L 00 In k c in r LU DO u ^\ Ln . Q i / F cUJ H Z i w vl F O w S oiS 2 9 X o o V F In O 00 OV a u > g g1s J w ce 0I F- a Q a a E 0 > i w w w w w 1n On In In n_ w Q w w LU 1 cc cif � K In d LU i LUcc J LU 174 N \ W \ N N M 4r V .4 O Z 0) CN N W 0 z z < WCN N J 0-12L. Za Q 1--I LLJ Q LL LL _ 0LL La LU LLI 0 Z J aU LU U LL Q U W W X z LLJ U Q z LLL J as Z� (D� LLL LLL J� LILI 2L 0CD CD O U0 N � ceCL w w x JOB NO.� 202194 SCALE 1"=100' SHEET NO. 25