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SUB202100179 Plan - Approved 2022-04-29
GENERAL NOTES OWNERS: TMPogloo-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 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 09100-00-00-00900 D.B. 5445, PG. 5o 5.og ACRES 09200-00-00-02500 D.B. 5445, PG. 54 8.27 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: ogioo-00-00-00900 - 5.09 AC. 09100-00-00-01500 - 8.27 AC. TOTAL =13.36 AC PROPOSED USE: 65 TOTAL DWELLING UNITS (43) SINGLE-FAMILY DETACHED UNITS (6) TOWNHOUSE UNITS W/ ACCESSORY UNITS (12 UNITS TOTAL) (io)TOWNHOUSE UNITS NOTE: THE TYPICAL NUMBER OF BEDROOMS IN THE TH UNITS WILL BE (3) BEDROOMS. THE (6) BASEMENT ACCESSORY UNITS WILL BE 1 BEDROOM UNITS & THE UPPER TH UNITS WILL BE 2 BEDROOM UNITS. (10) - 3 BEDROOM UNITS, (6) - 2 BEDROOM UNITS, & (6)1 BEDROOM UNITS THE SINGLE FAMILY DETACHED UNITS SHALL HAVE (3) OR (4) BEDROOMS. ALLOWABLE DENSITY: 65 UNITS PER APPROVED PRD REZONING & APPLICATION PLAN 65 TOTAL DWELLING UNITS113.36 ACRES = DWELLING UNITS/ACRE PROPOSED DENSITY: 65 DWELLING UNITS/13.36 ACRES = 4.42 DWELLING UNITS/ACRE OPEN SPACE: REQUIRED: 3.83 ACRES PER APPROVED PRD REZONING &APPLICATION PLAN PROVIDED=4.31AC OPEN SPACE A: 0.14 ACRES OPEN SPACE D: 2.25 ACRES OPEN SPACE B: 0.44 ACRES OPEN SPACE E: 2.44 ACRES OPEN SPACE C: 0.04 ACRES NOTE: OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR COMMON USE OF LOTS OWNERS IN THE SUBDIVISION. RECREATION AREA: OPEN SPACES D & E SHALL PROVIDE ACTIVE & PASSIVE RECREATIONAL AMENITIES, INCLUDING A WALKING TRAIL ALONG THE STREAM AS SHOWN ON THE SITE PLAN SHEETS. ACTIVE RECREATION SHALL BE PROVIDED WITHIN OPEN SPACE B, INCLUDING A GRASS RECREATIONAL FIELD, MEETING AREA, AND PLAYGROUND EQUIPMENT. TOTAL RECREATIONAL AREA REQUIRED: zoo SF x 65 UNITS=13,OOo SF (0.3oAC) TOTAL RECREATIONAL AREA PROVIDED: 29,167 SF (0.44 ACRES) BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 35 FEET PER PRD REZONING APPLICATION PLAN SETBACKS: FRONTSETBACK: S'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: :LB'MIN. NOTE: FRONT LOADED GARAGE UNITS, THE PORCH OR BUILDING FACE SHALL BE A MINIMUM OF FEETCLOSERTO THE STREETAS MEASURED FROM THE FACE OF THE GARAGE DOOR. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: MOORES CREEK (MOORES CREEK IS NOT WATER SUPPLY RESERVOIR WATERSHED AREA) AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY&SURVEY: BOUNDARY AND TOPOGRAPHY INFORMATION WAS PROVIDED BY ROGER RAY& ASSOCIATES, INC IN FEBRUARY, 2020. FIELD VERIFIED BY COLLINS ENGINEERING IN FEBRUARY OF 2021. DATUM: NAVD 88 EXISTING VEGETATION: PARTIALLY WOODED WITH (2) EXISTING RESIDENTIAL HOUSES PRESERVED/MANAGED SLOPES: MANAGED AND PRESERVED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET 2 FOR LOCATIONS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THIS PROJECT. PARKING: TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT AND (1) OFFSTREET SURFACE PARKING SPACE IS PROPOSED FOR EACH ACCESSORY UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. PARKING REQUIRED: 59 RESIDENTIAL UNITS = 3.18 PARKING SPACES 6 ACCESSORY UNITS = 6 PARKING SPACES 22 ATTACHED UNITS x (1 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:132 SPACES BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LAND AREAS: OPEN SPACE: 287,744 SF 4.31 ACRES (32.3%) LOTS: 265,375 SF 6.og ACRES (48.36%) ROW DEDICATION: 128,464SF 2 .95 ACRES (22.a.%) PROPOSED IMPERVIOUS AREAS: ROADS: 72,750 SF SIDEWALKS: 19,450 SF BUILDINGS, PATIOS/DECKS: 93,178 SF DRIVEWAYS: 28,320 SF TOTAL IMPERVIOUS AREAS: 224,o98SF (5.14ACRES) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OFTHIS PROPERTY. FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO426D DATED FEBRUARY 4, 2005. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN . . STREET ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 2.79 3 TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO 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 ROAD &UTILITY PLAN II , T.M.9i-i3 I / COUNTY SCHOOL BOARD OF r ALBEMARLE COUNTY, VIRGINIA I D.8.1033-313 D.B.1033-313 D.B.61g-368 PLAT 1 1 11 \� T4v LOT 42 \\ N, �- �6�70411010M �I �� , T.M.92P.v-E AVINITY ESTATES LLC AVINITYESTATES OPEN SPACE E D.B.2267-750 D.B.5124, PG.676 i , GRAPHIC/" SCALE ( IN FEET ) 1 incy = BO ft. (SUB 202100179) SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA \ LOT 30 , T.M.gv-v6D SCOTTSVILLE ROAD HOLDINGS,ULC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.7o2 D.B.55o, PLAT6o8 T.M.9a-a1 SCHOOL BOARD COUNTY OF ALB EMARLE,VIRGINIA D.B. 5258-6zo D.B.0979-46 & 47 PLAT DT5 OT \ OPEN PA CA \ ors 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 SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PRIVATE STREE T.• VERA RUBIN PLACE IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF ST47E HIGHWAY AND WILL NOT BE MAINTAINED BY THE DEPARTMENT OF 7RANSPORTA77ON 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 RESIDENTIAL STRUCTURE IS 1,100 GPM. 1 LOT I OPEN SPACE B PROPOSED RECREATION AREA T.M.gv-w / i --- COUNTY OFALBEMARLE,VIRGINIA D.B.u979-44,46 & 47 PL, OPEN:' \ \ PACE f:,f \ \ \ \ \ \ 12 LOT 21 / LOho / , 27 LDT PHASE II �. \ \ \ z6 LOT •' � LOTv v v LOT �\ \ \ OT 33 i�PHNEELI .., \ \\ 43 ! LOT LOT LDT LOT 21 10 1 n8 I \ / OPEN SPACE[ � \ 7 _LLJ� 'v PROPOSED / SWM FACILITY 9R/F.... UR/F T 7 I PG OT, PHASE 6 i I I LOT 3 / , OPEN SPACED - ' s VVN�cN`R�Pi � T.M.g1 a6Aa SCOTTSVILLE ROAD HOLDINGS,LLC \ C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.7o1 D.B.iok, 43 PLAT i I SHEET LAYOUT \� SCOR ,_E2 Ro SCALE: 1" = 80' GENERAL BUILDING DEPARTMENT NOTES: 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVA77ON OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE 7H£ ELEVATION 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. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. 3 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 774E STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. NOTES 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT 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 W177-#N A DAM INUNDA77ON ZONE. 5) ROADWAYS AND PAVED CIRCULA77ON AREA = 60,634 SF. APPROVED by the Albemarle County Community Development Department Date 06/24/2022 File SUB202100179 0 TO RICHMOND SOUTHERN PARKWAY MILL CREEK 6 JO P S1ATE 64 1N1ER PIEDMONT VIRGINIA COMMUNITY COLLEGE u MONTICELLO HIGH LAKE REYNOVIA /,,� MOUNTAIN VIEWAELEMENTARY LJ SCHOOL THIS PROJECT MILL CREEK SOUTH Q Q VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2A PROFFERS 2 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 12 NOTES & DETAILS 12 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 22 DRAINAGE PROFILES 22 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 uGT UGT EXIS77NG UNDERGROUND TELEPHONE off EXISTING OVERHEAD ELECTRICAL - - EXISTING EASEMENTS -W w EXISTING WATERLINE __SS EXISTING SANITARY SEWER EXIS77NG DRAINAGE PIPE 0 EXISTING DRAINAGE STRUCTURE EXISTING SANITARY SEWER MANHOLE 200 PROPOSED CONTOUR EDGE OF PROPOSED PAVEMENT EXISTING TREE LINE - EXISTING GRAVEL 1000000000001 DRAINAGE DIVIDE - - - - - - - EXISTING CONTOUR EDGE OF EXISTING PAVEMENT EXISTING CURB EXISTING ASPHALT PAVEMENT EXISTING CONCRETE EXISTING ASPHALT PAVEMENT PROPOSED RIGHT OF WAY COUNTY DEFINED PRESERVED STEEP SLOPES ' x COUNTY DEFINED MANAGED STEEP SLOPES PROPOSED SIGN PROPOSED STORM SEWER PIPE PROPOSED STORM SEWER STRUCTURE PROPOSED SANITARY SEWER PIPE O PROPOSED SANITARY SEWER MANHOLE PROPOSED ASPHALT DRI VEWA Y PROPOSED CURB PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT REPAIR PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL w PROPOSED WA7ERLINE PROPOSED FIRE HYDRANT PROPERTY BOUNDARY LINE O621 Tc EP 506.27 PROPOSED SPOT ELEVATION TIC DENOTES TOP/BACK OF CURB EP DENOTES EDGE OF PAVEMENT 506.71 Tw PROPOSED SPOT ELEVATION 506.21 Bw TW DEN07ES TOP OF WALL BW DENOTES BOTTOM OF WALL Lic. No. 035791 4129122 Ln z Z w w z� N z a o o � LU un z o z L9 U p O O M a M>�¢ U F 02: cyz g 2 r UU UU F F- Z) j a j 8 p 0 w O p Z U1 O >. QLuLU w w °w` a Lu a a a a E LU LU in LU w m w EDD Ln co un N w v� i a w¢ LU w a LU w LU °C vwi > a a L�L/J z LU LU o ce LU LU N 1,4 IN N N N N N N N N M 01 \ \ •--I .--I N 7 7 W N O WN N Z> W W -J i 0 W f- WU I..L 0 Q LL LU O LL X < LnW Z< _D(r V W W J� J~ W OQ 0 O O N U w w a w � 30B NO. 202194 SCALE 1 "=80' SHEET NO. 1 SEPTEMBER 17, 2018 PROFFER STATEMENT FOR APPROVED ZMA 201800012 ( PROFFER STATEMENT GALAXIE Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tax Map Parcel#: 09100-00-00-60900and 09100-00-00-01500 13362 acres to be rezoned from Residential R-1 ("R-1") to Planned Residential Development ("PRD') Anna Marie Witmer and David S. Witmer are the fee simple owners of tax map parcel 09100-00- 00-00900 (the "Witmer Property"). Mallie P. Haynes and Jasper L. Haynes the fee simple owners of tax map parcel 09100-00-00-01500 (together with the Witmer Property, the "Property"). Anna Marie Witmer, David S. Witmer, 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 (15146) 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%) of the gross household income; provided, however; that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VEDA) PROFFER STATEMENT GALAXIE Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tax Map Parcel#: 09100-00-00-00900 and 09100-00-00-01500 13.362 acres to be rezoned from Residential R-1 ("R-1") to 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. Witmer, Ma llie alhe 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- 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 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 I5/Affordable Housing Requirement"). . Priort o 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" sha ll 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(AXI) hereof (the "VHDA 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 purehaser(s), and such unit shall be counted toward the satisfaction of this Proffer 1. This Proffer 1 shall apply only to the first sale of each of the for -sale Affordable Dwelling Units. For the purposes of this Proffer 1, such Affordable Dwelling Units shall be deemed to have been provided when the subsequent Owner/budder provides written notice to the Albemarle County Office of Housing or its designee that the unit(s) will 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 1 B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Dwelling Units may not exceed the maximum rents established in this paragraph 1 B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Dwelling Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Dwelling Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 1B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Dwelling Unit, or any par 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 I have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Dwelling Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. 2. Road Improvements. Pursuant to road plans approve d by the Virginia Department of Transportation ("VDOT") and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Galaxie Farm Lane Connection, as conceptually depicted with improvements and landscaping shown on the Application Plan prepared by Shimp Engineering, dated September 17, 2018 ("Galaxie Farm Lane Connection"). The portion of Galaxie Farm Lane Connection labeled as "Road A, Phase 1" on Sheet 5 of 9 the Application Plan shall be bonded prior to creation of any lots. The second portion of Galaxie Farm Lane Connection, labeled as "Road A, Phase 2" on Sheet 5 of 9 of the Application, shall be bonded prior to the creation of the fiftieth (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 -Rent Affordable Dwelling Unit may be increased up to three percent (3"/"). For purposes of this Proffer iB, the tern "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 113. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Dwelling Unit, or any part thereof, during the Affordable Tenn 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 Galaxie 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 (50) lots. In any event, Owner shall have completed the Galaxie Farm Lane Connection prior to the completion of ninetieth (90a) certificate of occupancy. Until such time as the County determines to submit the Galaxie Farm Lane Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Galaxie Farm Lane Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for roadway improvements. The Owner's improvements shall be dedicated at such time as 3 WITNESS the following duly authorized signature: Owners: L3 Ia LE 5 Anna Marie Witmer David S. Witmer Mallie P. Haynes Jasper L. Haynes the County determines to submit the Galaxie Farm Lane Connection for public dedication All Road Improvements shall be designed and constructed to applicable VDOT standards, including without limitation, VDOT's Geometric Design Standards. Road Improvements shall be deemed complete when they are constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed"). This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [SIGNATURE PAGE FOLLOWS] 4 WITNESS the following duly authorized signature: Owners: By: Anna Marie Witmer By: David S. Witmer By: Mallie P. Haynes By: Jasper L. Haynes 5 NOVEMBER 13, 2019 PLANNING COMMISSION APPROVAL LETTER FOR ZMA 201800012 °Ismces COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fax (434) 972-4126 November 13, 2019 Nicole Scro Gall'drey Enterprises 912 East High St, Suite C Charlottesville, VA 22902 RE: ZMA201800012 Galaxie Farm Dear Ms. Sere, The Albemarle County Planning Commission, at as meeting on October 15, 2019, recommended approval by a vole of 6:0, for the reasons stated in the staff report, with changes recommended by staff to reduce the density to match the Comprehensive Plan recommendation, and changes to the application plan. The commission approved by a vote of 4:2, for the authorization of the private street request on Road E only, for the reasons stated in the staff report. The commission approved by a vote of 6:0 for the requested sidewalk modification with the condition (listed below) and reasons stated in the staff report. Condition: 1. A five (5) foot sidewalk across the length of the amenity area, outside of the stream buffer, will be provided for access to and from the lots and connect to the sidewalk network along the public streets. The commission approved by a vote of 6:0 for the requested planting strip modification for the reasons stated in the staff report. The commission approved b von 6:0 for a cur n pp ed y a e of the b and gutter exception request for Road E as requested by the applicant. The commission recommended approval by a vote of 6:0 for the requested special exception for the front setback modification for the amenity -oriented lots, accessed by Road E only, and the rear setback for all lots accessed by Road E, for reasons stated in the staff report. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434)296-5832. Sin ly, r' 4pr M an Nedo Principal Planner Planning Division cc: David &Anna Marie Witmer 444 Rockwood Dr Charlottesville VA 22903 SCOTT/R. CIOUINS'Z Lic. No. 0357911n A 4/29/22�� z g J Z O F- a � Z O0 z Q O Ln Vl m M H N W Z Ce F- z w f In F O nz ~ F- w Imo— i 0 O LU E 06 X = O O F Z =O � ~O O a u > g ° LU w w w O 5- a BE a o > 0 f CCw twit m � w w a w w o °[ w twin rL LU Ce m LU � N N N N N Psi 00 � � N 1`1 O\ .M-I 0) •--� ,Ny O N M 7 7 0-) 0 N LL � W N z N W J 0— Q Z > O LLJ Q J O W ~ SLU L LL Z 0 LL O Q LL LL U W LU H4 X < Ual LL J L LI LLI w 0 ® U0 I w O a w to 3013 NO. 20202194 SCALE N/A SHEET NO. 1A NOTES: I v \ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, / BASED ON FEMA MAP NUMBER 51003CO426D ADOPTED FEBRUARY 4, 2005. CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH Cl S75040'51"W 149.57' 5689.58 149.57' C2 S76048'59"W 25.09' 5689.58 25.09 C3 S73032'54"W 173.95' 1472.4 174.05' / � r 2. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY ROGER / C'___" — W. RAY & ASSOCIATES, INC IN FEBRUARY 2020. �_D Lic. No. 035791,E TOPOGRAPHY HAS BEEN FIELD VERIFIED IN FEBRUARY 2021. 1.0 4/29/22 �4 \ I I I 3. PRESERVED AND MANAGED STEEP SLOPES ARE LOCATED ON °�S �1 i � s � 1 E �I I THE PROPERTY AS SHOWN. NO PRESERVED STEEP SLOPES � oxAL I I ARE IMPACTED WITH THE PROPOSED DEVELOPMENT. I MANAGED SLOPES SHALL BE IMPACTED IN ACCORDANCE / \ TMP: 093.00-00-00-oz000 TMP: 09100-00-00-00860 WITH ALBEMARLE COUNTY REQUIREMENTS AND REGULATIONS. OWNER: COUNTY OF ALBEMARLE OWNER: COUNTY OF ALBEMARLE /! / \ SCHOOLBOARD ACREAGE: 8.34AC — 4. 100' WPO STREAM BUFFER IS SHOWN. / \ ACREAGE: 8.33AC J ZONING: RiRESIDENTIAL 5. EXISTING WELLS SHALL BE ABANDONED PERMANENTLY IN I ZONING: RiRESIDENTIAL D.B./PG.: 1979/044 I \ ACCORDANCE WITH THE VIRGINIA HEALTH DEPARTMENT I / / \ D.B./PG.: 1979/044 / / - GUIDELINES AND REQUIREMENTS, AND IN ACCORDANCE WITH / 12VAC5-630-450. F_ z z / / EXISTING STREA g 0 0 iz / / / a U U) w I j I I EXISTING POLE AND OVERHEAD z 0 F- cU -EXISTING TREELINE POWER LINES TO BE REMOVED / p < Lu < oU PRESERVED / U a z a z r o 0 � U / EXISTING COUNTY 0 0 0 F- � / EXISTING GRAVEL / w 0 W 0 0 0 U / I U i .. P U ai5 ° STEEP SLOPES U I _. 0 ROAD REMAIN � O O � a / �LLI W 0 15 \ / ' m ¢ > Q > > „E p0 \y EXISTING / �••� ww LU wd, fl N7 2 6°25'14" h w w to a• .J STREAM BUFFER a / ,;; y \ l \ 1 / 06 \ / i / / 7.•" EXISTING BUILDINGS o / 7 , / z Pu Lu 0 TO BE REMOVED / 5 / �// �� s\ ��� PROPERTY LINE / / u i w w TMP: THOMAS,D NNY \ / TMP: ogzoo-oo-oo-onoo II .� / K K � OWNER: THOMAS, DANNYBSR ACREAGE: o.SiAC / OWNER: COUNTY OF RLE c-11 �� \ �>•R// - ZONING: RzRESIDENTIAL / ACREAGE: SCHO C WB/PG.: z76/i3i / / SCHOOL BOARD \ /ZONING: Ri RESIDENTIAL D.B./PG.: 525816205fl CO �EXISTINGPOLEANDOVERHEAD�E R D EEP LOPE r � � � / A POWER LINES TO BE REMOVED j �� �� 1 � � 00 N CD N .--i N M 7 7 '� Z \, EXISTING �5"CULVERT o TO BE EXTENDED EXISTING PRO v \ \ \ TO � /� EXISTING SANITARY SEWER E REMOVED ' z \� l � � j / � ( L. �Tp / � � , � TO REMAIN o BB D�U s / Z l 1 EXISTING CULVERT \ f use TO BE REMOVED /� i / / / / EXISTING GALAXIE FARM � LANE ROW TO BE VACATED � LIMITS OF PAVEMENT DEMO (2 �) EXISTING PAVED DRIVEWAY /� J zo' ROW, io' PAVEMENT 'k �/ / 'O� �� D.B.3. 8- o z PLAT TO BE REMOVED � � 9 59 �59 _ 1 �� \�\ / �7 �� C TO BE REIMOVED D.B.zi z6i PLAT V 9 / PERTY LINE �-- 'S4>>a•� u s - �ns� 4'3 •,,, 76 33'43"��� D.B.zig 357 N _ - --- � RO 25,43' TIE D.B.619-366, 368 PLAT \ / & - i TMP: o ioo-oo-oo-oz oo \ / EXISTING BOUNDARY 9 3 // / / --- XIEFAR NE 36485 �\ / _ OWNER: COUNTY OF ALBEMARLE - / ---�� GALP 3 52 TO BE VACATED SCHOOL BOARD 543. 3,• - - - _. _ _ _ - S �' - � Is���-C_t -� e. ,� 3g 29'E `V N ACREAGE: SCH AC 9'S - - - - - (2002) / / � (2ao2) ;., (- % -' IF 179.19 5'E 126.95' N2 m ! ZONING: Ri RESIDENTIAL 547574 560'5� 6• RO 0 5 / / EXISTING TREELINE \ \ s-(zoozl �O �9 os,� 3s »s D.B./PG.: io96/737 \ \ / / TO BE REMOVED EXISTING BOUNDARY s2 0. -- PORTION OF EXISTING GUARDRAIL C. �1 ��\ Z EXISTING FENCE _ .- y5 / / W O REMAIN TO BE VACATED s o�F se 4240' - / �a TO BE REMOVED ---EXISTING _ / ' IF /COUNTY DEFINED % \ N Q —s EXISTING TREELINE / See/ � / EXISTING FENCE ANAGED STEEP �^0j �` -TO BE REMOVED / / / / V / / / / TO BE REMOVED SLOPES, TYP. / ��r(E) zo' PERMANENT ACSA �� a EXISTING FENCE o z __ \/ / / / / / EXISTING BUILDINGS �� �L SANITARY SEWER EASEMENT �� Q TO BE REMOVED / / / EXISTING V A- EXISTING TREELINEi / / �� / /\/ / i / DRAINAGE DITCH TO BE REMOVED (D.B. 3179, PG. 90, 95) PLAT i Z V A TO BE REMOVED �j EXISTING COW \ , \� Q I --I BRANCH STREAM � _ EXISTING GRAVEL DRIVEWAY �� Q Q EXISTING BUILDINGS / \ — �\ J (� TO BE REMOVED TO BE REMOVED �� W I o TMP: o iAo-oo-oo-000Bo \ OWNER: AVON PROPERTIES, LLC / / / / / / EXISTING FENCE L9 0 ae �� '" rC / / j / ACREAGE: o.83AC (I _ /// / / / TORE MAIN �� �� `EXISTNG W O / /� - O v EXISTING 30'"� / ZONING: PRD-RESIDENTIAL o '� UTILITY EASEMENT / ROPERTY LINE \ I J / \ \ \ \ D.B./PG.: 4894/228 — / / / _ ago I STREAM BUFFER �� \/ /� TMP: o9ioo-oo-oo-oi800 Q g 5 —aes G C NDELL WLL /\ OACREA �00 DW Z I —I D.B /PG :E RURAL45 ZONING: 7 7/674 E w IV x )) I / / � - •• � - -� \vim— -� <94 � -- - . � \ / � - - LLJ _ � _� •-_� a _ EXISTING SANITARY- -EXISTING UNDERGROUND � _ S 84. 9'4/ ul Lv -_ SEWER TELEPHONE LINEXISTING 3 os I _ _ a /\ -� ~ _TMP: o iAi o0 00 000Eo — _- 4 �� i �II OWNER: AVINIT0 ESTATES, LLC —� \" -- - \ TMP: o ioo-oo-oo-oi6Do E 12" DIP = a _ACREAGE: z.z AC \ �� 9 WATERLINE ��� \ - - 4 \ OWNER: SCOTTSVILLE ROAD EXISTING 30' 4 / -ZONING: PRD - RESIDENTIAL' - BENCHMARK / I ------- \ ( (n �' HOLDINGS, LLC I I UTILITY EASEMENT 1 // / J NOTE: THE STREAM BUFFER SHOWN HEREON / �,tD.B./PG. 5zzy/676 _� 'rr t, l \ \ ACREAGE: z.zz AC - _- I i TOP OF SEWER \ P� �' TMP: ogioo-oo-oo-oi6As ��� SHALL BE MANAGED IN ACCORDANCE WITH -" �- } ZONING: Rz RESIDENTIAL MANHOLE / D.B./PG.: z /702 / THE ALBEMARLE COUNTY WATER PROTECTION 3 S7 -- ---- - OWNER: E I L MANAGEMENTCO ELE 4 - 3 I I O � ALBEMARLE CARTER V: 73�345 / MOUNTAINS MAN 0 �ORDINANCE. W � � � " "•` —_—_ -------__ (� I ZONING: Ri R S DENT A \ / -- D. B.IPG.: 34801068 ----- - 1� /1 LLI =X—x 1 \ — (E) 20' PERMANENT ACSACD i SANITARY SEWER EASEMENT O / (D.B. z94o, PG. 530) PLAT \�\ \ V O 0 w / JOB NO. 202194 W \ GRAPHIC SOLE I I �• \ \ SCALE l � ,✓ � I � � � � � � � � � � / � 0 0 30 60 120 - 240 1 IN FEET SHEET NO. ) 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.g1-1zB FRAZIER, BEN & MARGARETA D.B.521, PG. 518 T.M.91-1zA THOMAS, DANNY B SR WB.176, PG.131 D.B.1049, PG. o86 PLAT T.M.gi-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT T.M.91-13 TY SCHOOL BOARD OF ARLE COUNTY, VIRGINIA D.B.1033-313 D.B.1033-313 D.B.61g-368 PLAT PROPOSED T.M.gi-8B -LOT LINE COUNTY OFALBEMARLE,VIRGINIA R (TYP.) D.6.1979-44,46 & 47 PLAT 40 5� �B C K�1\ PROPOSED 56658 LOT // / \ BUILDABLE LOT 8 1 I 7 / / \ AREA (TYP.) LOT \\\ LOT g 6 LOTio OPEN 110 SPACEC �82R, (o.o4AC A V A V A V A �0), PHASE I Lots / \ 2+00 12 \\ I LOTS IRAM E CURIE COURT �f 12 , / 1 PROPOSED PUBLICROAD - (49' PUBLIC R/W) r OPEN BLOCK 7 .•;-•••• CK 1 \ x SPACE D / /r:'•'.'•'.'•'' 3.83' / (1.25AC) / - •.,- '-C LOT13 V A II LOTzLOTi V / ® P \ \\ I LOT 3 I V LOT 4 LOT14 \ BLOCK S / d 01 4\ / GALAXIEFARM LANE _\\��• -- `PHASED PR013OSEDPt� 2+00 17+ _ - LINE i4�00 � V IDT 76-3 25.43' T - - I I LOT OPEN p LOT _ SPACE 54 LOT + f - 560 r . o LOT42 \ #7�-745-E�26:95 - 55 I r1 � LOT ql I I \ 117.14 - - OPEN / � / . • BLOCK 3 LOT SPACEB Q��N,. .•. ;,;•',;•','•:'•',;• ;. '. ,' ;. , M LOT 56 (0.44 AC) SPACE £. . 1 - - w LOT / LOT W ( I &' I I � s7 '•.�•L�CK.7•'• I I I I I I I I I I - I ---- - I I --� �------ I � � - -� I --� �------ I � � - - I - � - / , . .'•'•. - LOT 1LOT I LOT LOT LOT 6 LOT 47 LOT 48 LOT 4g LOT 5o 5 LOT 5z LOT 53 \ a \ 44 I 45 4 I I I 5g / \ \ ;•� .;•' s / Z I \ I LOT 0 I I I I I \ OCK 2 ry -- a 59 L OT ' - / 17 a 4 O , a Q Q' L IL- JI I O + i 0 J 0 \ � •w • _I PROP SEDPUBLIE ROAD -SE II - CHA . LOT '•;'.'•;'.'.''.'•''.•,'.'•;'.'•''.'•, . s' � �y �• � �,.: �I .4..•. . ...:...: r..'. ..:. - 16+ 1 � ,�}tee• I LOT - Lq I ` - - -- �p i_Y LOT .., .. , ., . ,. •. ,. ,. ,.•,.• •'�• I I I I = I I =_ I IJ I I I E I I 1 1 11 1 1 1 LOT LOT PROPOSED / LOT 8 LOT LOT 6 LOT 35 LOT 34 LOT 33 LOT 3z LOT 31 LOT 3o LOT 29 LOT z8 - LOT LOT LOT LOT \ SWIM FACILITY ' r 3 37 3 zz k LOT4o -- - I I -- I - -- - � _-_.__ I �------ I --�. � - I -_-__'---•-- __-_ - I I I z z6 z5 z4 z3 •'/u'. -_- 7 III LOT 39 I ___ I I _, I � / ,... ,•.• ,... ,• •• �• I ----III BL 5 BLOCK 6 _---- -- 58.58' 915.67 J r 0 0 N49'16'45"W 974.25' T.M.g1A-B T.M.g1A1-E OPEN SPACE,PHASE IV,AVINITY AVINITY ESTATES LLC - N39 0O 59"w AVON PROPERTIES,LLC AVINITY ESTATES OPEN SPACE E 242.11 J T.M. 1 16D ---- D.B.zz6 - o D.B.2267-750 % 9 0 -� ' S7 09'42"W 7 75 D B 1z P SCOTTSVILLE ROAD HOLDINGS,LLC o D.B.y8gy-zz8 PLAT 5 4, G.676 - + C/O KAPPA SIGMA FRATERNITY _- 2 4' o �- D.B.3z57, PG.7oz D.B.55o, PLAT 6o8 GRAPHIC SC LOT NUMBER LOT AREA s 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 5,973 3,759 15 5,831 3,557 45 1 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 1 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 1 5,237 1 3,182 1 59 1 2,024 1 1,100 30 1 5,243 1 3,185 ( IN I FEET ) 1 inch = 50 M 18+0 N76'25'14"E T.M.gi-io COUNTY OF ALBEMARLE,VII D.B.1979-44,46 & 47 PL/ T.M.gi-16Ai \ SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.1o8o,173 PLAT T. M.91 18 WOOD, WENDELL W DB.1727, PG. 674 3COTT R. LINSZ Lie, No. 035791 4/29/22�� 9 p ti LS'InRTAT. Os z 15 z 0 J L � F ` Z 0 i J L i Oz > L w m C U) . F- uiZ r .. L w i F z i w Ln 0 F 0 w F w g w > w z 0 s 0 0 U 0 O F � (1)0 0 O} Ov a U > g as J J d' (] a ¢ a a o o Lu o o >� i v) M M Lu LIELOUa w a w w Q i w K C)� Vl a i ww ln� i N N N N N N m ON rq ti N M V V L 0' Z C7-) N I W N O z N Q W N m Z> Q oa z W Q J 0 0 L9> W 0 z� � � J Q J Q LL J W w � 1- 4 LLJ X Q O Ln W � zrrV�1n� U) f- W W J� I/ n V W ®0 Q u O O N 0 a F- w w v=i 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' ; ' > T' M'91 -8B CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES T.M.91-10 COUNTY OF ALBEMARLE,V GI A BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL COUNTY OF ALBEMARLE,VIRGINIA / �\ D.B.1979-44,46 & 47 PL T CONTACT ENGINEERTO INSPECT E/P AND ROADWAYTIE-INS TO EXISTING ROADS, PRIORTO ANY D.B.1979-44,46 & 47 PLAT PROPOSED VAR. WIDTH \ CONCRETE OR PAVEMENT BEING PLACED. RETAINING WALL MAINTENANCE 6i \ ADDITIONAL NOTES: z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE PROPOSED RETAINING WALL EASEMENT(D.B.PROPOSED LOT LINE (TYP) . PG._) \>' >> A THE zo' PROPOSED LANDSCAPE BUFFER SHALL BE LOCATED THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. SEE DESIGN ON SHEET 8 DE x 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND / 'E(gpCK(Vp1 1 I ASPEN — nos• / ^ 8 '> WITHIN AN EASEMENT ON THE INDIVIDUAL LOTS. THIS BUFFER >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 52 '\ I \ / / \ COURT AND GALAXIE FARM LANE. ' ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL LOT / / / \ ®BOTH UNITS LOCATED ON LOTS 23-26 SHALL BE AFFORDABLE DWELLING UNITS MEETING THE AFFORDABILITY VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR PROPOSED PUBLIC RIGHT-OF-WAY ` � EN I I � � CONSTRUCTION. TO EXTEND TO THE PROPERTY LINE FOR \ I / \ PROPOSED BUILDABLE AREA (TYP.) REQUIREMENTS AS STATED IN THE APPROVEDPROFFERS.IN ` 5 V PRO POSED LOT LINE(TYP.) GARAGE /o'v' / \/ COUNTY DEFINED 4. ONSTREET PARKING IS ONLY PERMITTED WHERE SHOWN AND LABELED ON THIS SHEET.'NO PARKING' INTER -PARCEL CONNECTION A w I / n / / 9sq� v v \ 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 INSTALLED i ' \ \ GE \ I �- I I / / / '(' \ \ �o. SLOPES (TYP.) BE AFFORDABLE DWELLING UNITS MEETING THE EVERY 15o'. LOT °`= ,C`S I I l / / / ro o AFFORDABILITY REQUIREMENTS. THERE SHALL BE (1o) S. ATRAFFIC MAINTENANCE PLAN IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. I 5a \ \ K '� 8 / LOT s.F+ AFFORDABLE UNITS TOTAL. THE TRAFFIC MAINTENANCE PLAN SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON. \ °E rsl \ / / i \ os*'/ — ' "P9 E \' \ ' ',THE SIX (6) PARKING SPACES ADJACENT TO LOTS 22-27 ARE A CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TRAFFIC MAINTENANCE PLAN i \ o•\ I I ' - — �/ '�cF ' RESERVED FOR THE ACCESSORY LOWER LEVEL UNITS FOR SUBMITTAL. \ \ °ECK �� PSpEN \ / / \ / \ / LOTS 22-2. ONE (1) PARKING SPACE IS ASSIGNED TO EACH 6. VDOT WILL NOT MAINTAIN SIGHT -DISTANCE FOR PRIVATE STREETS OR ENTRANCES. PROPOSED VDOT STD. i> > > i' UNIT. THE UPPER LEVEL UNIT EACH HAVE TWO (2) SURFACE +i NO PARKING' SIGN (R 1).� — V` / / ' ' ' ' / > I 7- EN o1 aAGE � � 89' �/ � / a ' • ' > ' > ' > ' > ' > ' � PARKING SPACES IN THE DRIVEWAY. PROPOSED SIGN STATING STUB-OUT15 PSP `'I;t*"� SITE FOR A FUTURE ROADWAY CONNECTION I ` / OPEN \ SPACE C v _ � \\\ GE \� .P\ 10 \ �' \ � \PROPOSE S' (0.04 AC) 9 RI R \\ GAaA i� \� \ PROPOSED VDOT STD.\ CONCRETE SIDEWALK. LOT n*' PROPOSEDVDOTSTD. \ \ 'NO PARK ING' SIGN(R7-2) 5 , * •' �S� \\ 11 PROPOSED VD6T STD. \ - CG-gD ENTRANCE (TYP.) LOT 7 \\ 'NO PARKING' SIGN (R7-1)/.. �r'FRO \ \ 5 ETBP.0K ( TYP.) PROPOSED PUBLIC \ \ RIGHT-OF-WAY(TYP.) #40 00 12+00 12 0 �a NQ \>> \ i I LOT \ .> P_EIP \� \ �' 400,R—� -—MARIECURIE COURT / \ 12 \D 20 01 \ ' Nr_ 11+p0 — PROPOSED PUBLIC ROAD �> o; n .f>>> I (49'PUBLIC R[W) COW BRANCH STREAM, PROPOSED VDOT STD. oCG-6 CUR (TYP.) ool- — ,> PROPOSED SINGLE FAMILY I > ' PROPOSED VDOT STD. DETACHED HOUSE W/� — — PROP OSEDVDOTSTD.� 62 --� 'NO PARKING' SIGN(R7-1) -. , •OPEN i / ' > 't PROPOSED 6' TWO CAR GARAGE (TYP.) -- oo PROPOSED SIGN(R1-1) \ SPACED 'i'i' >'%, i' n PLANTING STRIP (TYP.) 12 AC ' ,>''i'iia I I \ 83 kSTREETSIGN 64 ��•... ` I I\ ' (_ 5 ) '', I LOT 13 III \ �A. �'L , / i "\ \ \ \ I I I I — 5 i \ �,i' >. {'i � y PROPOSED VDOT>i PROPOSEDVDOT STD. S \� - I00 CG-6CURB(TYP.) �O�10 If-. \ 'NO PARKING' SIGN (R7-1) \\ \ I GE LOT er.GJ'O� PROJECT BOUNDARY L� = = — io _ �(\�< (�. \ \ LOT,< Lii I 1 — / \ I I I \ GAaAGE \ - `r — — — —r OG \ \ GAaAGEI 1 \\ \I II I II LOT I \ \\ LOT to*ail I\\ , , \ ' PROPOSED VDOT STD•>' W _ _ _ — PROPOSED S'. ��. �N. \ \ ia;*ai \ \ \ GARAGE i\ / �. \ I II (ayxail 3 \\ \ 1 _ i PROPOSED 5'PRIMI I IVE>+ GR-2 GUARDRAIL $$ = r I CONCRETE SIDEWALK TRAIL, SEE DETAIL SHEET 10 {,/) I I I\. PROPOSED WALL - > IIIIJI �\ \ VAR. WIDTH SIGHT W - I IL \F' ' y \ "ECK \ \ DISTANCE EASEMENT I \ / v i LOT PROPOSED VDOT STD. Z \ PROPOSED VDOT STD. . SEE DESIGN ON SHEET 8 W - r� 14 _ r'\ y•' (D. B. PG. _) I ASPEN \\ \ pSPEN. I I ,�, PROPOSED 'iPROPOSED VDOT STD , >,1>' > In I I „, I 'NO PARKING' SIGN (R7 1) m 'NO PARKING' SIGN (R7-1) \ I — ( DECK \ / / PROPOSED VAR. WIDTH RIGHT-OF-WAY > > 'SPEED LIMIT SIGN (Rz 1) , TWO(z)8'xzo'PROPOSED o o.a o II \ >- (w\ - I I 1 _ t,osxnsl \ °ECK gl PROPOSED 4' ' > i ONSTREET PARALLEL I 'Io RETAINING WALL MAINTENANCE BIKE LANE / 1 w-\ PROPOSED \ W PARKING SPACES PROPOSED 6' PROPOSED VDOT STD. ` STREET SIGN EASEMENT (D.B. _,PG. _) � , z - PLANTING STRIP (TYP.) _ _ STOP SIGN (Rr1) \ \\ \\ \\ \\\ - / J TIE INTO EXISTING I, I 1_&__ -- J/ s \ is PROPOSED PROPOSED 20' �>i' / ' DRIVEWAY. CONSTRUCTION PROPOSEDVDOTSTI _ _ — — — VDOT STD. LANDSCAPE EASEMENT \ / PROPOSED SHALL BE CONFINED TO THE I SPEED LIMIT SIGN(R2-1) 125— p. CG-12(TYP.)----- In B. PG. ET SIGN >>i l\ ------------ i, TIE INTO EXISTING GALAXIE FARM LANE. -SUBJECT PROPERTY &PUBLIC —� ' ' 2' - PROPOSED VDOT STD. THE r SIGHT DISTANCE-z8o' CONSTRUCTION SHALL BE CONFINED TO Q - RIGHT-OF-WAY,AS SHOWN. - THESUBJECTPROPERTY&PUBLIC SPEED LIMIT SIGN (Rz-1) —ARM L%NI 3oo'R. RIGHT-OF-WAY, AS SHOWN. 18+00 ' �. _ — 3kAX1EF UB A 12+00 1� 16+00 00 3 05ED P IC Ba 15+ � \ � � � POP pTH PUBI= �, �\ �� , �0 a / O SD\SZ F%(j� — PROPOSED u w SIG�ANC - (X%PR'w( v y 4 R 12, TIE-1 TOEXISTING 5'FRONT 1 7+ 5\GN - — VDOT STD. I ti a — i4+0-0 I� pHASEI z5 SATE RTE. zo, 'H - q1 S TTSVILLE ROAD SETBACK - — ECG-12 (TYP.) PROPOSED — (TYP.) _ _ — 4� STREETSIGN "1 — 60 30o'R�— i PNASEII PROPOSEDVDOTSTD. ry STA. 1o+oa PHASE LINE CG 6 CURB (TYP.) —_ GHTDI57A -61'// — >. .. >. a .. •.e ___. , o % — + - - - !b ' PROPOSED VDOTSTD. ' c + PROPOSED VDOT STD. — — ' > • ' ' > ' _ - THREE (3)10 x18 PROPOSED - > O / / PROPOSED VDOT STD. - - PROPOSEDS PRIMITIVE , > > ' i' \- -- --._ _ / ,O OD ONSTREET PERPENDICULAR ' 'NO PARKING' SIGN (R7-1) � ry ,, � .STOP SIGN (R1-1) � TRAIL, SEE DETAIL SHEET 10 > / PROPOSED VDOT STD. `9 � LOT r / PROPOSED VDOT STD. 'NO PARKING SIB N (R7 1) , / 'NO PARKING' SIGN (R 1) PARKING SPACES J I - ,>' PROPOSED / °; 7 OPEN �� 54 a n 5 SPEED LIMIT SIGN O IDS ' CONCRETE SIDEWALK ( LOT / °� / PROPOSED SINGLE FAMILY, - PROPOSED VDOT STD. / a ' 18 I / "i ,{'� ,i'> ,i'STOP SIGN (STD. SPACER 1O — 75 a �(TYP.)�>i'ii, '> > SPEED LLIIMIT SIGN(R2--SED VDOT Di) ¢r 15 ` ~ DETACHED HOUSE W/ 4 ti LOT I \ \ / TWO CAR GARAGE (TYP.) EXISTING STREAM (TYP.) ,ai, >ii i,,i >i , 18' O a-' o , i> ii PROPOSED 2 ' > ' i ' PROPOSED VDOT STD. 34'i' O 1" 5rj ao n i'Or6Ni> MAIL KIOSK' >>i' > ' r' �` B;P _ a iiSPACE �i h ��� \ \ \ ��� I / / >> >>i'i '>> '>> '>i >'i PO ^ , i>.. GR-2 GUARDRAIL V Q PROPOSED VDOT STD. zz' F/C-F/C . a LOT i' (04'4 %�C') > TWO (z) 8'x2o' PROPOSED /� b / �2p' \ ' i / (TYP.), - / p „ a v \ > ' BUFFER � Q� F CG-z CURB (TYP.) 56 0 n ONSTREET>i' 20' F C-E/P — o_ PARKING SPACES' REDwooD,� PROPOSEDACTIVE / (n +i' i>>�.�'i>>> O Dea w 5 , >. >> i> ,i,il ti QED so o Pi 'iTIE INilTO EXISTING, _ , i> ' (-)FEN xi6 D K , o Ef ) RECREATIONAL y > (ao•xs•1 Q E m LOT � � „ / 'L , i> ` i, SCOTTSVILLE ROAD, REDWOOD ASPEN — — — O 16 �: OPENSPACE / // W k �i> ' SPACE E 'i� > , i> ' >'i' 1 Dea I REDWOOD ASPEN lWJ R �-„ 57 d n : "e // [ LOT /O'" / ' _ i>, (ROUTE2o)> ' / �(r✓ Q \� PROPOSEDVDOTSTD.WP-z azsxaos') ___= DECK LU O PROPOSED VDOT STD. \ / �„ / i'ii (2.44 AC) i>i' >>>' > Q' MILL & OVERLAY. CONTRACTOR ASPEN = ________ — 'NO PARKING' SIGN (R7-1)' \ �P / ,>�i. 'ii, >'>>' > ' TO MILL& OVERLAY ROUTE 20 a ASPEN Q W -- 75 i PROPOSED SIGHT / / \ / > '> > > _ > ' + ' i>i' > \C. TOTHECENTERLINE. Z > H - 'DISTANCE EASEMENT i� / v J c a.; LOT a , i'BEHINDSIGHTLINE /��" �+ F w°' / \\ \\\ a4,^/ i>>'> / > _ '> LOT p [Y PROPOSED VDOT STD. a °n D.B. _ PG. / LOT o Q w II. SPEED LIMIT SIGN (R2-1) a% �',i' > , ' >�>>•i' �'�i i>'>'i''i' ' ' \. �\ GARAGE 52 - __— - > ' / > >i>= P: fao 10) GARAGE DJ O ],BO /� \ \ / �' '>i !� \C7 ��• AUz x:3) R(ao xzol 53 �a a„ LOT ' NEE / oo >/ \ \ > >> ' ___ -___= PROPOSED VDOT STD. a 59�x > > '.i>i > I STOP SIGN (R1-1) III - PROPOSEDVDOT STD. 27'RI -R/W — — y/ f' /�('� $ %P. \ / PprtM LOT //y' \/ >>>>'> > ' > > 'NO PARKING' SIGN (R7-1) � > 75, ' > ' 'FRONT J — O PROPOSED I2'x18'MIN... /,gip\S� / 2G / \ \ \\\ 17 ,�JQI\�\/i'/�\\�/ i'PROPOSEDiLOT LINE �P.)'ii BACK(TYP) z — --- + / DRIVEWAY(TYP.) //S�G�' y'i• \53,0\ \ \ / o/%j\\i )POSEDVDOTSTD.. 53 PROPOSED VDOT STD. '.D LIMIT SIGN R2-1 'NO PARKING'SIGN R 1 10 PROPOSED \ ti / GP o \�fo\ \ ti0 �� R/ 7+00 7oo'R VDOTSTD. / / kUU / ti / LOT - CG•'ti°>/ az(TYP.) 97a ROPOSED 18 .P�� i e '9d• STREET S GN PROPOSED VDOT LOT STD.CG-12(TYP.) 16+0Q/PR . PROPOSED VDOT STD. �/ 22 T� OPOSED 6' PGG 91, 19 CG-6 CURB (TYPJ / / \/PLANTING STRIP (TYP.) a d .. 22' i \ \\ GE ` LC)T ,,PJ oM1b , '>-°�, PROPOSED SW OPOSED VDOT STD. SWIM Gk1T-pl • q 5 PR / \ eT >, 9 FACILITY TYP.) -STOP SIGN (R11). • 2� PROPOSED VDOT STD. > >. 'z8'. 22 0-22'' 18,. \.p. os,,+'o r — — — — — -PROPOSED VDOT STD. \ o'-//\/ LOT �G / tii/ COW BRANCH STREAM ' / NOTE: 'NO PARKING' SIGN (R7-1) 24' FF -F/C 20' yi\�✓` � \ \ // > '.. ��> I\ I PROPOSED VDOT STD. CG-gD ENTRANCE (TYP.) \y\ ; 21� \ / / /, PROJECT BOUNDARY > /> > ' > ' ALL MECHANICAL EQUIPMENT SPEED LIMIT SIGN (Rz 1) I �UFF/ 9 \ p`t� tr . / �/ i - , / SHALL BE SCREENED FROM THE B * ©* �jv�i, A 3 0�+, / ,y� ti/ PROPOSED RETAINING WALL ENTRANCE CORRIDOR. * ©* \i\� ` ` / SEE DESIGN ON SHEET 8 I / GARAGE LOT GARAGE LOT (aYxzj) (za'x z3'I m \ oA > 8 - 8 > > 9 LOT , I v � > I / O LOT C // v A�, z \ / ti \ LOT > '�'�\ ' \ PROPOSED SINGLE FAMILY > > G' ' LOT + I zz I \ PROPOSED zo EMERGENCY ACCESS m C LOT LOT 23 <�,%\,\}¢\\) ATTACHED TOWNHOUSE W/. AND BICYCLE & PEDESTRIAN ACCESS I 24 i >> / 2 26 25 SINGLE CAR GARAGE (TYP.) ASPEN r EASEMENT (D.B.�PG. —) I 7 (ao.sx=ys•) ko:S'x=zS') I zUNITS 2UNIT5 . / SIX 6 1o'xi8' PROPOSED 10' m z UNITS zuNlTs // > EXISTING FENCE iTO'BE EXTENDED O z UNITS >\\�^ AND CONNECTED TO CREATE A — _ ONSTREET PER PENDICULAR PARKING SPACES ^'� CONTINUOUS FENCE ALONG THE PROPOSED VDOT SOUTHERN PROPERTY LINE '�D / GRAPHIC SCALE 'NO PARKING'SIGN (R7-1) 20,E EP `�> :�\//\\\,�/\/�4�'i \/ j\/ / > >+' // 30 0 15 30 60 120 / ❑ z ��SVv`�� v v v > > ' ' PROPOSED REMOVABLE BOLLARDS COMPATIBLE o _ _ _ - _ 3 > i • ' > j i i, i' > i' WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE " `COUNTY DEFINED MANAGED NOTE: PATIOS AND DECKS ARE TO BE INSTALLED TO PREVENT VEHICULAR ACCESS PROPOSED ASPHALT PARKING --� - ' ' ' ' ' + ' ( IN ET _STEEP SLOPES (TYP.) ALLOWED TO ENCROACH INTO THE , > > > ' ' ' ' > F .BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES.— LOT& EMERGENCY ACCESS, SETBACK A MAXIMUM OF 4'(TYP.) ----- _/\ ------ ' '. ' > ' , , >, > ; ' 1 inch =E30 ) ft. SEE DETAIL SHEET 10 SEE DETAIL SHEET zo------------------- ' ' , ' > , ' / SCOTT/R. CbLLINS'Z Lic. No. 035791,E A 4/29/22�i z g i z O J E � z1 Z o J ` O H ; LU ? 1 E ui z E tiIt I F- z J F- o L 5 f ul > LU z >O C) 0 U Z O O F j V)i =O O Or OU Q U o g as C a Q LU 0_ EL j 0 F O O > J W W W W W 3 (n ED V) Gj a w Q w w i w Ulll a > w L N \ \ N \ \ W ^ C, \ \ 0-) 9 Lu ai � T� V/ Z N N � 0 o � � 3 � m w 0 Q n c 0 W N o o z a WN c� ,J c Z \Q o 0 C5 — J J O O n z` u Q° LLI S J L Z o L Lu c J < m r-I � 0 W'� U Lua 0 u 1�1 O O x > 0 ul c LI J a Z Z � (^ w w z � .'/1 z w LLI z_ L_1 J o J� � � a M a J~ w a � o O CD o x CD 0 O u 0 i o N w w E d W Lr) 3 00 JOB NO. 202194 0 0 0 SCALE o 1" = 30' 0 :971gi��P� ir T.M.91-12A / THOMA DANNY B SR WB1 PG.131 D.B.521- 23 PLAT / 1 WB37-2 PLAT PROPOSED SIGN STATING STUB SITE FOR A FUTURE ROADWAY CONNECTION ------ -_ OPEN SPACE C (0.04 AC) — .i t I 11 LOT II v PROPOSED SINGLE FAMILY DETACHED HOUSE W/- TWO CAR GARAGE (TYP.) Lic. No. 035791 n 4/29/22 I I 12 \D z , w � j T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 I D.B.1979-46 & 47 PLAT ' N — W \ / I PROJECT BOUNDARY W LLI - �y ` ) w w Ul ( TWO (z) 8'x20' PROPOSED I LJJ I ONSTREETPARALLEL z PARKING SPACES J - = TIE INTO EXISTING U DRIVEWAY. CONSTRUCTION I`- SHALL BE CONFINED TO THE TIE INTO EXISTING GALAXIE FARM LANE. Q SUBJECT PRO ERTY&PUUBLIC_ RIGHT-OF-WAY, AS SHOWN. CONSTRUCTION SHALL BE CONFINED TO B), THE SUBJECT PROPERTY & PUBLIC 6 z J c � as f -- �/ U a c Z Q LOT 0 w� I 13 � 1l o vl E t o PROPOSED VD ' > j c 3 CG-6 CU V/ y U) , 0 • J C _- __--LLI zE �: CONCR T�l 'N PROPOSED 6' PLANTING STRIP (TYP.I - PROPOSED VDOT STD - SPEEDLIMITSIGN(Rz-1) - z • z i w (n o F- w z 0 z Z O S 0 x }V f f U r o � o H U) O O Or OU I Q U o aJ at i K w Ce ccf p a LU Q CL a > i w w w w w I (n ED W En a I w Q w w 7 i LU � w a Ln a > i w � LU N ' N N N N N N P \ RIGHT-OF-WAY, AS SHOWN. 1 8+00 2 i \ \ \ 5' FRONT 1 7 -F S�yN�� - \ _ 0 tps SETBACK \ (T)PJ co NCD C: N M V V I 63• - HASE LINE Cn P A THREE _-CHASE II _----1 )T PERPENDICULAR PROPOSED VD6T STD. ONSTREE PROJECT BOUNDARY x L _ LOT NO PARKING SIGN (R7-1) REONwooO \\ \ PARKING SPACES `" ¢ PROPOSED ( al \ Bo PROPOSED EEDESGNRETAINING ON SHEETWALL i 'OPENS �i� `a'= 54 J s 1 \ 9 o ^' S' REAR CONCRETE SIDEWALK N REDWOOD ASPEN SETBACK -, aaDECK -- \\\ PROPOSED LOT LINE (TYP.) ,�SPACEA 10 a (TYPJ (=R••S--5) 11 1 L I \ PROPOSED VAR. WIDTH (g.22AG)' ASPEN \ RETAINING WALL MAINTENANCE LOT 1 ASPEN II I \ \ \ \ \ 53 EASEMENT(D.B._ PG._) _ ii, 55 J 1 d T.M.91-13 \\ \ PROPOSED ET z' — �i. -' =' ' - 5�_ 52 34 18' + g OPEN COUNTY SCHOOL BOARD OF 1 D6 AINING 5 = s2' 3- - LOT o5x=J5) — —L — — — — — — WALL s2' 5z s2 52' 1 Y � _ s SPACE B ALBEMARLE COUNTY, VIRGINIA - LOT 4 GARAGE I _ - --- __ PROPOSED SINGLE FAMILY PROPOSEDVDOTSTD. I22'F/jC-F/C �m LOT (o.44AC) GARAGE ASPEN — — — — _ _ _ D.B.1033-313 A(an•x=39 II 41 2 - --------- ---------- ---J F�,ETACHEDHOUSEWYPJ ------------ I zCURB(TYPJ <` 561 0 TWO( ) RAGE _R: AR xzol _D.B.1O33-313 m zo'REARSETBACK(TYP.) OCAR GARAGE CG ON - - I ao'F C-E/P DB.G19—ZGO PI AT ______= REDWOOD I�& —1 REOOE OOD REDCK DREDDWOECKOD REDDE OOD �Dy'QO —_ 7PROPOSED ACTIVEU VV ..JJllJ1UU L/Y LOT } ICK REDWOOD DECK (aoI (vo'xa6_) (=o kx6') v REDWOOD REDWOOD ( — ( — I I — DE<K Q. ,� R' LOT RECREATIONAL:. " 0 '1 GARAGE H DCD EIX DECK DECK 1 (. o'u6') — - 1 r — D.-xa67 (_, xaR•) y (ao'xa69 (aR•xas•1 D. xafi•) — — p a OPEN SPACE vb•) xab•) _ J 43 L — I — — "� REDWOOD asPEry REDWOOD ASPEN REDWOODao ASPEN REDWOOD ASPEry I REDWOOD ASPEN REDWOOD ASPEN W C) 16' 1 a * a a N Q V ASPEN REDWOOD ASPEN DECK DECK _ DECK _ _ z DECK DECK DECK REDWOOD ASPEN ` a O Q REDWOOD REDWOOD ; DecK. 1 „ s'vos' ___ — - _ = 5 — 1 m DECK DECK WS'xvo.5') 1 , — _= — _ — - Q F- O " PROPOSED N J — lab 1 (aJS xao.S') (�15 05) _____ I1JS a.5'1 J (aJ5 0.59 DECK _ _ _ __- '�____ _— _ —d - _� (JS xao S) a aJsxaosa nJs'aa5'1 --- (aJsxaRs'). _ -� --- _____ - - __ J ~ 'NO PARKING' 57 w I ASPEN ASPEN ASPEN ASPEN. ASPEN -_ f 54' N - -__ ,G =_ __= ASPEN ASPEN as W PROPOSED SIGHT ASPEN ASPEN ASPEN ' 1 ---- p Z ~ LOT DISTANCE EASEMENT d. j =` : n ¢ 1' BEHIND SIGHT LINE Q 3 \ LOT LOT I� LOT o LOT 1 "nLOI M LOT o o PROPOSEDVDOTSTD. o I Ni D.B._,PG._ > 0 0 0 o w. a SPEED LIMIT SIGN (Rz-1) / , o r o \ LOT "I -- -- LOT 1 0 = " " -- I = LOT o D,° LT N ARAGE R ARAGE AR GE GARAGEGARAGE GARAGE GARAGE Rlo xzo) 48 I 5O1I52GARAGE'] W a v 75�'�$O 44 45 R(=axxP) a(xxxx3) Al=xx=6) A(==x=yl a(=='a3) A(xx•'x3 I Raoxxo) 3 > LOT PR:(=o x=o) 1 R ao x=D, ;I I I 1_ ____ I ___= a (zz xz3) O rAl°PROPOSED5' x=n) a(a=x=6) 1 i = -- --- ---- ----- -- CL ¢, 59 ° / / 5\G - O --- PROPOSED VDOT STD. ",y L A CONCRETE SIDEWALK I ` -ii - ---- ' -___-___= ---- -N(Rl-1)i - OP SIG iPROPOSED VDOT STD. - -______ --I ; L ST - .� �1 PROPOSED VDOT STD. 2T R/ -R yLE'v . ^ PROPOSED PUBLIC RIGHT-OF-WAY { �, '' 'NO PARKING' SIGN (R7-1) ,. 18' PROPOSED VDOT STD. - _ - - - FRONT _ _ _ -G' SIGN (R7-1) , ° !' 75 y\:; P- • W J TO EXTEND TO THE PROPERTY LINE FOR \ SPEED LIMIT SIGN (Rz-1) _ _ - PROPOSED ENTRANCE (STD. J _ - � NO PARKIN ,� PROPOSED 12'xi8' MIN. y.�p INTER -PARCEL CONNECTION TO TMPg1-13 "•. - I - - J - - - 5zT - J 52 5z' CG-gD ENTRANCE (TYP.) 5�� 5�� SE BACK (TYPJ z' - - 53 - , '�% DRIVEWAY (TYPJ z' - 52 `' •' - PROPOSED VDOT STD. • ^ PROPOSED VDOT STD. / O (R2-1) 'NO PARKING' SIGN (R7-2) y J n a. _ _ ,.5. •• - SPEED LIMIT SIGN > • ° • •� � yLu 'I LIMITS OF PROPOSED \ 22)L 00 2 U n. PROPOSED VDOT STD. 1 9+00 - - - - - - - - - PROPOSED " -�°y Q Q PROPOSED VDOT STD. G �Ht1 PUBLIC RIGHT-OF-WAY (TYP.) �I, w 20+D0 'NO PARKING (R7-1) SIGHT DISTANCE=zBo RY IACKSON COURT 17+00 VDOT STD. \ y O / -L 21+00 — 7oo'R y 5q0 zz' zoo - CG-6 CURB (TYP.) + _ - - - - - - � +- - CG-1z (TYP.) o 1 _ PROPOSED PUBLIC ROAD 97 PROPOSED w ' — — — — — — — (49' PUBLIC R/W) �� — STREETSIGN i/ W PROPOSED VDOT STD. 0 — — ". ry - 'NO PARKING' SIGN (R7 1) - - • • .:. •. ^ ,• .' . .. .. ., '' 52 52 5z _• '- - `•. , PROPOSED VDOT PROPOSED 6' STD CG 1z (TYP7 6 + PLANTING STRIP (TYP.) I 00� P R OPOD• 2 / Ln < 52 ' i e • zz' � �� � \ •. - _ 55' s2' 52' 'FRONT Sz : = - - - - F )SED VDOT STD. - - - - - r PROPOSED 5' •TA - Sz -PROP ° 22 ' CONCRETE SIDEWALK k 18' ; SIGN (R1-2) z z / / 1 \ STOP SI .PROPOSED VDOT STD. .. ( PROPOSED VDOT STD. \ - .. 4' SPEED LIMIT SIGN Rz-1 _ - - - - - - - - -- PROPOSED VDOT STD. _ _ 22 23 1 CG-gD ENTRANCE( P., ______ 1 -- ---- - r -. - -PROPOSED VDOT STD. - (_ - 54' - / - -- ------ I _ - - - - -- 1 ----- 'NO PARKING' SIGN (R7-1) I z F/ -F/C 2O - - F - _-- c --__- _-- PROPOSED6 _ ___ __- - -_"' -___= ___ ___= I 1 4 PROPOSED VDOT STD. CG-gD ENTRANCE(TYPJ __--- ;° -- ` ___ __= I -- - - 1 - PLANTING STRIP (TYP.) I 1 a 1 1 I 1 SPEED LIMIT SIGN (Rz 1) (B)* kun �/ GARAGE GARAGE GARAGE GARAGE 1 ----- GARAGE 'i GARAGE R:(2ex2 } R(ao x20 R(zo xxol R:(zo xza) GARAGE GARAGE GARAGE R 1 A: (== .~.. A(=: Al:a x=) A:(az xx 1 I 1 LOT LOT Y I 1 LOT — LOT I 1 A(zzxry) LOT 1 R:(m x?o) LOT R(=o'x=3) LOT 1 P. xaP) PIn %x3) _ GARAGE LLIT GARAGE LOT ©�: ©* © _ -Vl L� i A:-----) A (=i x= 1 3) " LOT •' V •� •' •� RAGE 1 - — " 33 m 32 31 3D yl 1 " m ° PROPOSED SINGLE FAMILY _ LOT 38 37 - _ - 36----_-- 35 34 .zg o z8 o i8' CO .LOT LOT w DETACHED HOUSE W n (xx x=3) I '_' - LOT TWO CAR GARAGE (TYP.) nI 11 40 (=:.AaaN m m 1 m 1 rn m o ww r o o m I © 2 23 / LOT iO o ° o o o o PROPOSEDzo'IEMERGENCYACCESS u + LOT LOT LOT 22 m '" I ASPEN ASPEN _ ASPEN " ASPEN " AND BICYCLE &PEDESTRIAN ACCESS 2( 25 4 (/� 39 ASPEN ASPEN --_, _______ __= ll -- ___ _____-__ ____ _ ASPEN ASPEN ASPEN - _ _ --_—_ __ _ —_ ____- ___ -- --- ASPEN y, ______ ASPEN =____ - ASPEN _________ ASPEN ASPEN EASEMENT(D.B.� PG._) 27 - _ I _____ - - - - - - --ii —_'� '------- '---ii -� - -- - ASPEN DECK DECK DECK DECK r ASPENASPEN - --' DECK PEN ASPEN =___ - ASPEN REDWOOD , (a DECK 1 (1T 'uo.' I JSx o ) 1 — _ I _ _ I 2UNIT5 1 DecK I Dea .DECK I REDWOOD s s) REDWOOD J5x=as') REDWOOD (a s' .REDWOOD JS xao.S'). DECK Deck ISxvo.S'1 — laas'xvJ.S) (aa5'xaJS H- REDWOOD (n S'aas'1 REDWOOD IvI 5'x.Sl REDWOOD W5'xlo5,) REDWOOD (azs'x ao .) ReowooD ReowooD REDwooD REDwooO 2UNIT5 1 DECK 1 ASPEN _ I REDWWD 1 —. DECK F- DECK 1 DECK 1 DECK I SIX 6 - 2UNITS 2UNITS LL] - aPs''1zs') _ REowooO - - - - 'x18' PROPOSED 10 2UNIT5 1 REDWOOD I REDWOOD REDWOOD DECK ( )10 , DECK ts'x=s). 1 - (8''ab•) (g'ae•1 (s'a6') ONSTREET PERPENDICULAR1 '' --- -- —J -- DECK — J -- DECK J �. DECK J _ (i_a6') —_--- ---� J L J L — — — — -- J L ----�— zo' REAR SETBACK (TYP PARKING SPACES' ---- D°%i6T (ao'xa6') (ao'x v67 (sa'x�') + I NOTE: PATIOS AND DECKS ARE PROPOSED RETAIN NG PROPOSED VDOT STD. ' O Q ALLOWED TO ENCROACH INTO THE WALL 'NO PARKING' SIGN (R7-1)� SETBACK A MAXIMUM OF 4' (TYP.) zo' E/ -E/P 0 6o' 52' 72 5z 52' $2' $2' $2' 52' 52' S2' $2' 52' ❑ 28' 22' 22' 22' 22' �9' PROPOSED REMOVABLE BOLLARDS COMPATIBLE. O PROPOSED VAR. WIDTH WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE �COUNTY DEFINED MANAGED NOTE: PATIOS AND DECKS A CD PROPOSED LOT LINE (TYP.) _ ETAINING WALL MAINTENANCE TO BE INSTALLED TO PREVENT VEHICULAR ACCESS PROPOSED ASPHALT PARKING. STEEP SLOPES (TYP.) ALLOWED TO ENCROACH IN N PROPOSED RETAINING WALL //� EASEMENT(D.B. PG. _) BUT STILL ALLOWACCESS FOR EMERGENCY VEHICLES.- LOT& EMERGENCY ACCESS, SETBACK A MAXIMUM OF 4' U SEE DESIGN ON SHEET / - SEE DETAIL, SHEET ENOSEE DETAIL SHEET 10 T. 91 A-B // - - cc _ OMEN HASE IV,AVINITY 1 CL m JOB NO. AVON P PERTIES,LLC T.M.91-1-1E D.B. 67-750 AVINITY ESTATES,LLC - "/ =� _ l 202194 PHIC SCALE D.B.48 -228 PLAT B. 5124-678-A PLAT CD a D. B.4990-174 /// + SCALE D.B.4894-228 PLAT /� T.M.91-16D o ao s so so Izo �E I D.B 558-379 PLAT / SCOTTSVILLE ROAD HOLDINGS,LLC 1 = 30 C/O KAPPA SIGMA FRATERNITY j D.B.3257, PG.702 ( IN FEET ) SHEET NO. D.B.550, PG.608 PLAT 1 inch = 30 ft. 5 T.M.91-8B GENERAL UTILITY NOTES: T.M.91-10 / \ COUNTY OF ALBEMARLE,V GI IA 1. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE COUNTY OF ALBEMARLE,VIRGINIA / D.B,1979-44,46 & 47 PL T DEDICATED TO ACSA FOR PUBLIC USE. D.B.1979-44,46 & 47 PLAT \ 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO / THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY _ THE BUILDING DEPARTMENT. _ — I L — \ LOT I \ 7 1 PROPOSED 8" G.V. & 8" TYPE A /� ' A \ LOT BLOW -OFF ASSEMBLY �' �L \ 8 I I + LOT \ I LOT / \ - \ �� \ \J e .._N 'MIN. HORIZONTAL SEPARATION \ \ \ \ \ 'REQUIRED BETWEEN ACSA UTILITIES& * [�\ -d ➢ \\ LOT \ 10 PR S D \ \ / STORM SEWER, AS SHOWN. TYPICAL. / P bl / L. 5z r LOT \ DIP WATERLINE, TYP. PROPOSED LOT / LINE, TYP. \ PROPOSED 8" SANITARY 0-00 PR P SED WATER SEWER, TYP. / S \ � SERVICE, TYP. � w. p � � �I �7np T2L N — A v LOT Y OC _ w w�w� MARIE CiJRIE OURT 12 \ £ £ N ��+ w w P OPOSE PUBNICROAD & 6" TYPE j PROPOSED 6" G.V. / \ (49' BLI R/W) �A BLOW -OFF ASSEMBLY COW BRANCH STREAM \ / PROPOSED B"x6'- \ a s w �_ MH12 \\ COUNTY DEFINED �� * ' I \ PRESERVED STEEP - - - TEE, (1) 6" G.V. 0 w/ _ \ / SLOPES TYP -J ICOTT/R. CbLLINS'Z Lic. No. 035791 4/29/22 `j � z g; Z O' J_ � � 0 z V) OZJ` o O l i u to � : w m i N � . Q i W r ZI .. t � F z i w o w C In F- Ln w C w > W Z U 5 z _ 0 O U O F- j (1)=O O O} OU J a U > g as i W J W U d Q d d p w Lu m Wil w a w Q w > o i wCr Lu Vl II AND(2)8"GV I \ s �(A VARIABLE WIDTH ACSA LOT SANITARY SEWER EASEMENT AH11 \ \ \ \ / \ �3 B _, PG TIE INTO EXISTING SANITARY SE�R � I VARIABLE WIDTH PRIVATE SANITARY SEWER s �. 'PROPOSED 8 x6 TEE, 6" \ \ \ - - \ \ �\ / \ WITH PROPOSED DOGHOUSE MANHOLE ' EASEMENT (EASEMENT LOCATED ON LOT 13 FOR G.V.8C & COMPLETE FIRE' \ I LOT :. LOT iz's SANITARY SEWER LATERAL/SERVICE- 5 �'x HYDRANTASSEMBLY \ I 2 D.B. — PG. _ \ LOT \ I I FOP SE SANITAR SEWER ./ N N N I \ SERVICE LATERAL (TYP.) \ Y N � � N N N N vAR A E WIDTH ACS - \ 1 \ I LOT '� 1 LOT v j \ cO � O 00 m °' - SANITARY SEWER EASEMENT V V A \ A j o '-' °�° '-' N ILLI D.B.—,PG.— ; \ \ \ II I �I 3 I AI �+ I V A ,. ,� N C) N m c c _� MH13 \ __ o Ul- I LOT' V �� � 10'PRIVATE SANITARY SEWER EASEMENT%� � ��� � MH-11A LL - I (EASEMENT LOCATED IN OPEN SPACE FOR 000* LJJ I �4 I. I A _ _ LOT 4's SANITARY SEWER LATERAL/SERVICE) / izo' ACSA SANITARY Lr) _ _ - D.B. PG. _/ - I / SEWER EASEMENT \� D.B. PG. Lu --- II \p \ / , 00010 = I II + \ C L IF - \\ \ -- a ---- �p - --- r � _ _� �� 3+ CiA P�Ep P�O � I 12+00 --- � 16+00 15+00 � / ) + 0 z � --- — r — --- - _ - --.MH1 + r/ MH-1A \� a PHASE II �b / / I ---- _ _ _ _ _ - PROPOSED 6" G.V. & 6"' YYY TYPE ABLOW-OFF PHASE LINE ASSEMBLY 54 .'D ITIE INTO EXISTING I�l LOTtANITARY SEWER L KAPPA �/ / ;��� MH PPA SIG 1-9 �ilLL --PROPOSED(2) 5 M I I - i 6" 450 BENDS 5 s R POSED 6" L. 5z DIP 0I ` ` I^ -/ / ' MH 1 O WATERLINE, TYP, _ W s 13+0 LOT COUNTY DEFINED 3 / \ \ / I / - / _j Z 56 MANAGED STEEP i I J VARIABLE WIDTH PUBLIC I I� SLOPES, TYP. ACSA EASEMENT -. 3. I I� (� , --_ I (f) D.B. PG. _ LOT tJ \ - / W ° 57 M LOT / ° L ----- ° r J F � .6. PROPOSED 8" CL. Sz DIP � 3 / 16 ` I / I � � ° /� -- / / I _ o Z_>H WATERLINE, TYP. VARIABLE WIDTH ACSA a '1' ~ °0 Ix a j LOT / / MH2 ANITARY SEWER EASEMENT / ° PROJECT BOUNDARY, ��' J LOT III 0 � 58 PROPOSED 8" D.B. PGA_ I TYP. ��� 1 I --I w a LOT 22.50 W/L BEND 52 53 ° LOT / �� ° �t���� �� Lu D -- PROPOSED 8"x6" TEE, 6" / O / r I -- O 59 \ J ______ d G.V. &COMPLETE FIRE / O I HYDRANTASSEMBLY / LOT / I / �� \� �• Q PROPOSED UCE CROSS, 2+0 1 ( PROPOSED \ 17v I O �4i W J 8'x6" REDUCER, z) 6" ° � n � \\ti\, ,, COW BRANCH STREAM . ° I G.V. AND (z) 8 G.V. 8:: 45 W/L / / ✓vvii i i �ij , G O .. BEND _ � � ,v / � MH \ w w wow % ��w LOT v�'v,'„�' _ �oawPQ W _ w w _ 18\ i��-. ivi BUFFER, TYP. LLJ MH5 w �� LOT vd% B 16+00 s v Tv �� ���" �\ u 19 Ld ° • — N - �v �i�i i`�vice ,J� � - - - n •� ,., v 21 Q w ; M H 4 vv ��v y '`, ,.. - .. / I EXISTING SANITARY ' 0 vA d SEWER TYR III III III � °- ,vv � LOT LOT I v � O 29 28 1 22 LOT LOT LOT LOT LOT LOT O 1 \` \\ \\ \/ I 23 � - W 11 + �J �7 26 25 4 p w z 1_ _ 1 PROPOSED 'CL.52DIP- WATERLINE,TYP. A - JOB NO. ao'PUBLICACSA I EASEMENT 202194 DB.PG. " �w�wv/l C� vwA GRAPHIC SCALE SCALE \ 0+100 y I 1+00 7 \ \ 11 1 \ v , �f - MATCHLINE - SEZ SHEET NO. m I I I NOTE: A WATER CONNECTION CANNOT BE ESTABLISHED ON THE IN FEET ) SHEET } EXISTING MAIN UNTIL THE AVINITY ESTATES EASEMENT IS RECORDED. — 1 inch = 30 ft. 6 — �` 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. T. 191 A 09EN HASE IV,AVINITY AVON P OPERTIES,LLC D.B. 67-750 D.B.48 -228 PLAT I .9-2A / THOT.MMA D1ANNY1B SR WB1 PG.131 D.B.521- 3 PLAT / D.B.337-2 PLAT ACSA GENERAL WATER & SEWER CONDITIONS (September 24, 2022) 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. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. S. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (2-800-552-7002). 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. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2024 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 22. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE 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 BYTHE CONTRACTOR. 23. THE SEWER LATERAL BEYOND THE CONNECTION ATA 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 BYTHE CONTRACTOR. 24. THE FIRE SPRINKLER MAIN DOWNSTREAM OFTHE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OFTHE 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. 26. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEETTHE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OFTHE ACSA RULES AND REGAULTIONS. 27. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT - W 'W 2 Ln Lu LL Ln LL i I J V - Q 12 PROPOSED 8" G.V. & 8" TYPE A_ BLOW -OFF ASSEMBLY I / I 4 J II LOT SC;OTT LLINS� Lic. No. 035791 � 4/29/22 I 12 Z z — — — O _ PROPOSED 8"x6" -,A ~a d3 F13TEE, (i) 6" G.V. AND (z) 8" G.V. U,a0 oTO o SAN�••� U) 2:VARIABLE WIDTH PRIVATE ITARY SEWER �'/w� > L EASEMENT (EASEMENT LOCATED ONLOT 23F0 R LOT 22'S SANITARY SEWER LATERAL/SERVICE) .-. ''- U ` D.B._, PG._ Q L I L� LU ( VARIABLE WIDTH ACSA LU Z ( SANITARY SEWER EASEMENT �" ; D.B. . PG.Cle LOT r I 14 I 1 F- Z i Lu cn uU w m F u) w 2: w > w z u S U a6 x }} } OU ~ U r U 1--� i 1n p O O} Ou a U g o-6 1 W J aW W D D o 0 i C1 aC vLL'i m w c"'n LL' a to Lu a w w p i Lu W ti D-Lu > J �W OC i w W n J 17 0 �- - - 18+00 _ II _ - - 0 \ _a PHASE II I� \ \ PROPOSED 6" G.V. & 6" LOT \ PROJECT BOUNDARY, TYPE A BLOW -OFF PHASE LINE 0-) - — TYP. ASSEMBLY 54 N LOT — - PROPOSED (2) 55 — — — — — RbPOSED 6" III _ 6�� 450 BENDS 5 s .52 DIP — — WATERLINE TYP. — MH10 LOT - _ I I L_ _ ___- LOT 2--_---_-__ 15 LOT 41 4 -------- - ------ ----- 13+0 c PROPOSED LOT LINE, P. VARIABLE WIDTH PUBLIC 56 ACSA EASEMENT N LOT D.B. PG. 43 - ,1 W o LOT N = __= 1 = I a w 3 57 N a - -- - - -- - ------ __= H' PROPOSED 8" CL. 52 _ �-_ = __ =_ Z y I. -WATERLINE, TYP. Q -- J a > LOT LOT LOT LOT LOT LOT 1 LOT I ° d 58 PROPOSED 8" z 0 y LOT LOT LOT I __ � -- 1 LOT 22.50 W/L BEND - _ 47 48 49 5° 51 52 o N L 6 I 53 a - P D "x "TEE 6 4 LOT ---------- PROP SE 8 4 II 44 5 II I I o II T PROPOSED8 x6 TEE, 6' 7 a G.V. &COMPLETE FIRE a. , Z HYDRANT ASSEMBLY ___ n I. --- W 9 G.V. &COMPLETE FIRE J 1 I I I 5 - • I • : __ --- __= L — --- ----- --- --- -- -- _ --- --- — — ---- — — — ----- _ ; DRANT ASSEMB p / ---- 22+95 ' I I 1 I - J --J J —J _ �-- -_J —J PROPOSE 8x'TEE, 6" — J s / L HY LY � i �/ J F G.V. & COMPLETE FIRE 1••` F ROPOSED "CL. Sz DIP PROPOSED WATER HYDRANT ASSEMBLY PROPOSED y 1p SERVICE, TYP. 1 2+� P 8"x6' REDUCER (R 6"S 8 45o W/L °•. WATERLINE, TYP. � AN ., _ • a '.. — a _ w Q J< I --I / w w ww w w. w w w ww w w w -w w w - - NiARY JAC�CSON COURT _ w- Z PROPOSED PUBLIC ROA g h 20+00 ; 19+00 ; 18+.0 ; ;. 'PUBLIC.R/W a 17+00w w +• Lu 21 0 3 3 MH5 - MW H8 . • . X MH6 16 oo� P • v MH7 _ s w J - - - _ - - _ _ - ---- -- - - =_= =_ — — SANITARY SEWER EASEMENT PROPOSED R SA IT RY 1 r F - _� PROPOSED 8 -- - - - - VARIABLE WIDTH ACSA P E __= ___= SANITARY w MHq- A Ii DB.� PG. SEWER SERVICE SEWER, TYP. ----- _ LOT LOT LOT LOT I (LATERAL (TY LOT I LOT = - - LOT 1 LOT 8 LOT LOT -- LOT 1 - 33 32 31 30 LOT 1 ® w 34 z 28 3 37 36 1 35 9 ( LOT LOT CL 40 LOT LOT LOT 22 �_' - -- 1 1+ 1 I LOT LOT �5 �4 23 (n 39 1 1 - --------- 0 z7 --- - - -- ' ------ I' --- - '-----1-� =__ �'------- i --- r PROPOSED "CL Sz DIP — — — 1 -- WATERLINE, TYP. 20' PUBLIC ACSA LL --� 1J -- — -- — — —-------- -- EASEMENT DB G Q 0 5.> 1+7 O 0+00 -- I I O I iEi NOTE: A WATER CONNECTION CANNOT BE ESTABLISHED ON THE O S S S S S S y - -- EET E - EXISTING MAIN UNTIL THE AVINITY ESTATES EASEMENT IS RECORDED. Lu / M M M M M M M -_ - - -- -- ; S 0 x / _ o ul) % - i EXISTING SANITARY T.M.91-1-1E / .._ \ M AA M M M M M M M SEWER LINE 1 M M M M M Jos No. AVINITY ESTATES,LLC _ B. 5124-678-A PLAT / -M / — — — — — — — — — — — - EXISTING LINE DIP — — o — �C SCALE — — 202194 � � WATER LINE D. B_ 4990-174 SCALE D.BD.B. 4 90-1 PLAT f X M EXISTING PUBLIC T.M.91-16D } i , : O 30 5 30 60 120 ACSA ESMT. D.B 558-379 PLA� � � - � �' SCOTTSVILLE ROAD HOLDINGS,LLC � 1° = 301 / _ / .- _ - ' --- C/0 KAPPA SIGMA FRATERNITY TIE INTO EXISTING 2z"DIP D•B.3257, PG.702 W/L WITH A22'x8"T.S.&V. ( IN FEET SHEET NO. D.B.550, PG.608 PLAT 1 in = 30 ft. 7 Pipe No. Size inches Easement Width Required feet Easement Width Provided feet 1 36 29.8 30 3 30 29.1 30 5 30 23.9 25 7 30 22.9 23 9 30 21.3 22 15 24 24.2 25 17 24 21.2 22 19 15 15.7 20 22A 24 15.8 20 21 15 15.7 20 23 24 21.4 Within SWM Esmt. 25 24 24.2 25 27 18 31.1 32 39 15 20.5 21 43 1 18 1 17.9 1 20 CO-4F / / / ' - WALL A - STA. 3+00 _ 506 TW DRAIN SYSTEM w/ zo 496 BG kti 4 I 508 TW 498BG PRIVATEDRAI NAGS - A \ 4� 500BG 505 BW _ CO-/+G " NOTE: WALLS 3o" AND HIGHER SHALL REQUIRE A HANDRAIL 494 BW _ \ YD E 508 T 498 BW EASEMENT. I 506"TW \ / 508 TW 500 G 9 DB.PG. 50 TW YD-/+B i I - - I I \ \ + COUNTY DEFINED 49 BW \ / VARIABLE WIDTH WALL - � _ I\ PRESERVED STEEP & MAINTENANCE 495 BG ' \ SLOPES, TYP. SOOBG 1 / 494BW 498BW_- YD I sooBG CO-4F EASEMENT 500 TW 4 � � � A -- I LOT I � �ATC I I �4� i 498 B p � � � ' WALLA - / A94Bw p_ �� �� YD-4D / -SEET -"ft H 9 ' \ YD-4E 11 5TA._Q+-00� YD-/} \ LOT 500TW I 499 g LOT --494 BW \I AIV AA 9 r GAR=492.33 \ �\ - 6 \ -v FFE'494.33 / � YD-4A \ �. � � - � - LOT / / NIq c PROPOSED 18" YARD A ;'� � V�� , / V I - - E - SEE u - DRAIN INLET, TYRY\ LOT -- A > . 1 mooA / r A I �� YD-4D // A / \ SHEET I \ / \ GAR=492.50... PROPOSE zl' 9 FFE=494.50 _ 90137 484--' PUBLIC DRAINAGE LOT ) =494.5�, 5 p / .50 �\ / SEM,GT, 10 FFE0 �' I ' M N. H RIZ NTAL SEPARATION GAR=492REQ IRED BETWEEN LOT �.__� w - I 42B 9' A -A UTILITIES& STORM SEWER, AS SHOWN. TYPICAL. / " O ;`11 FFE=493.92 \ V 1 j PROJECT �G 0 2 •. � 38B ,,-� - 492 a9�1.1z 4z � '-".. ,.. -� � - _ II b�\ � S GAR-4 � � ; BOUNDARY TYP.q2A FFE_493 92 � 6.7s 000, YDGAR493.33 12+00 0 PO AFFE=493.67 zoo'W a9oi BUFFER, TvP. 2+70 LOT 41 � / 12 39 i 11}00 w " f k Clj l COURT - ? / 38A N w PRO PO D U LIC RO D - I w �' � /COW BRANCH STREAM SLOPES STEEPER THAN 3:2 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX 3 w 5 (yg' PUB 1C R/W) / WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF - 6o LBS. PER ACRE, OR i LB PER 1,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.)V VI - - - - - 38 / 4� w / , 00 O A\ PRO POS D V ". - T , -n90 55 V ' r O \\ � STD: C6-2 � •. � a9os � PROPOSED SEGMENTED � PROPOSED zo' I LOT �� • 1---- N� RETAINING WALL, CONTRACTOR SHALL EXTEND EXISTING �, SED PRIVATE DRAINAGE I UL 1 I 7.5% �g9, J ti I 1 A DIAMOND PRO - i�CULV&RTS SI IALL BE C V,q DENING. SEE PROFILE ONERT BENEATH RTE. 20 TH SHEET21EASEMENT I I ` 3 GEAR=491.00 i1 37 �N� \ 1 GAR=491.83 1 ��/ _x FFE-491.33 e COLOR: BLUE RI OUNT��TRSUNK A DB._PG. I I I �I / FFE=492.17 LOT -, ��� \� MINJNIUMpF6" ' / DETAILS OF THE CULVERT EXTENSION. / i GAR-490.6 A 11 2 11 I FFE 493 0uu 0 - - - \ FFE=491.00 �-OT \ 1 - I .GAR-492.67 WALL B I FF€�94.67 I 1 BSMT=482.83 1 - 6ti umK 4JI \ - GAR-489.67 \ 1 BSM o LOT LOT S475 T 4 Lu YD1D - - - - r-dsa s O 475 rv( Lr) I I - ' 116> a8�s.1 _ _ - 3 475 BG 1 ; W I I FFE=490.00 I I _, \ 36B A ( 474 B LLJ DRAIN INLET, TYP. \PROPOSED ' PROPOSED 8" HDPE ROOF/ ,-J _ PROPOSED zS" YARD V LOT `T' ' - ,� % FOUNDATION DRAIN w/ zo' _ 478 U�l� - • . 3 I - PROPOS D DRAINAGE - - PRIVATEDRAINAGEEASEMENT \ _ - ' / 480 TW 4756W r / � (z) PROPOSED 48" RCP LLJ A / // 6 CULVERTS J LL B>5T 0+00 4 �� -� YD3-C 36 RF 9 480TW �P I 47a�uu/ / 470 �' ARIABL€WIDTH WALL � - - _ \. II P SED 8" & MAINTENANCE 480 BG 1001, - \ \ ` ` ' " K)II PROPOSED V YP. 478 B _ U \ + � t �" �EAI� EASEMENT � B - ' P \ 6 3 18 B oll o _ � Q " I' - PROPOSED TD CD,2 -� - � - , ' • : • . - - -_ -_ - - STD. CD-- _ - •. 12+00 _ 12 48 17+00 PROPOSED VDOT +{ - -: ` R PROPOSED 8" HOPE ROOF/ - ' f� +00 IE FAOAS FOUNDATION DRAIN PROPOSED VDOT / STD. EWa SYSTEM w/ zo' PRIVATE STD. CD -a -._ - __ 15+00 ROPOSEDVDOT, 16+00 DRAINAGE EASEMENT 18A . STDCD-i � � DB._PG.35 +00 1y - r 18C - �� PROPOSEDVDOT �� > 4 - I STD. CD-2 OSTDS Dp I+00 1 I - �, � '� ♦ 466 � � � 19 I • T 22A \ ROSTDS C O ' FIB - - - - - � - 468 - -- (z) PROPOSED 60" RCP �,� -- " --- \ x0 - - i GAR=487.00POSED VDO Y 0 48 34 I - CULVERTS _ - -- � LOT .:- FFE=489.00 / / _--. _ �� .S STD. CDa IVATE DRAINAGE YD_ B z.7% ; �'r 3. BSMT=478.83 / / PROPOSED VDOT STD. EW-7 - O EASEMENT 5 GAR=490.67 54 RF�A 1 Q) _ ° " / )B.-PG. \ - FfE=491.00 as .92 I39 /I LOT / / ALL -ST PRODRAINAGE BL l I 1 i `PHASE LINE � � � / /t� ", 74� � \ � EASEMENT ROPOSED VDOT STD. EW-7 \ a ' V COUNTY DEFIN D II 0, rj, /�� '. 746G CULVERTS SHALL BE �.9 LOTI MANAGEDSTE - i I, i,'" VARIABLE WIDTH WALL / Q /7 / COUNTERSUNKA _ GAR-490.6 j PROPOSED 1z" SLOPES, TY "" I &MAINTENANCE l i ' I MINIMUM OF 6" _ ` i CULVERTS SHALL BE DRAIN INLET w/0z \ ' s - 55 4 '\ 33 p 474 TW / FFE=491.00 / CLEANOUT, TYP. � _ -- •, � �� -- _EASEMENT / � -r ti / \ _-� COUNTERSUNKA H TYP PROPOSE o' \ I,. 1 - I 469 W / COW BRANCH STREAM 1 MINIMUM OF 6IleT _ DB. _ PG._ / PUBLIC DRAIN I s 2 LOT 1 PROPOSED 8 HDPE YAR - - _ a - oo ^ / / ` W LL F -TA. 0 0/ 1 I / EASEMENT V / IGAR=490.67 6 / --,I O �� DRAIN SYSTEM w/.id - - � �I l .y / I - 47�� ' B._PG. FFE=491.00 S , 1 _ PRIVATE DRAINAG 2 47 BG PROPOSED SEGMENTED _ RETAINING WALL, •' 1 PROPOSED zz' \�'EASEMENL 3 -- �_ -- as .; � � 472 BW,n // 3.7 1 PUBLIC DRAINAGE --_ 3 / DIAMOND PROy ' J 2�% LOT `. 1 EASEMENT - -I6 ° S - - LU IGAR=490.67 P 1 1 DB. PG._// / \ I COLOR: BLUE'RIDGE INTERMITT T�A i GAR=487.00 i ' , \✓ FFE=491.00 57 W -- __ ¢ PROPOSED iz" HOPE ROOF/ / -- - .-�• 31 3 • �/ FFE=489.00 LOT ` I \ / Jj BSMT=478.8 i T '� FOUNDATION DRAIN 7 PROPOSED 12" Z _> H ,.. SYSTEM w/ io' PRIVATE CLEANOUT,TYP. Op ¢ 2-�% LOT 1 DRAINAGE EASEMENT r I ° ° PROPOSED PUBLIC 1 D_ > IGAR=490.67 --� ROPOiED VDOT �� I ° ° � `Q.� FFE=491.00 58 1 DB. ' PG. -' LOT I I I I .I t- STD. �D-z / � I � � � LOT a w ° 1 29 a `.8,\ �' ' 3o'DRAINAGE to _. PROPOSED i8" YARD \\ I PROPOSED RIPRAP LIN D EASEMENT Sz w O.n 1 DRAIN INLET, TYP. r � _q=1 1 �' OUTFALLTOEXTENDTO ` T 53CL LOT 1 1 0 ) /7PROPOSED 30' 2 �-� STREAM'S BANK , �� O+� 497.30 - GAR=493.40 IGAR=49 67 / �. \ + r PUBLIC DRAINAGE FFE=495,40 _- - - a FFE=491.00 59 1 1 YD z $V 'e EASEMENT --- ; J I 1 1 Ix a �r DB. PG. / - Pf OPOSED VD T STD. ES-z _ _. " ______ PROPOSED B' / > r GAR=485.33 I ; J R S / 1 1 a.7 / FFE=485.67 LOT / �D� � 9 o R,P6 P S D VDOT / 1 t /,�}�y PROPOSED SWM FACILITY & _ �49a.3s V+cM--- /S D-z / / / % - 17 / i'v �� ��%� MAINTENANCE EASEMENT ----' �� a9z.as 6B 1 4\ / 161._PG._ ' 4> / / PROPOSED z' PUBLIC / ��00 0� _ 88 � DRAINAGE EASEMENT � � �% � w w- w ' � w . / i iy ��� _ J - w\% S 17+00 6A /-� T O 4 o 483 B 16+oo 475 Bi aga.aS 43 - • e.o � ,�w so �� /��%��i�� i,�! � v � PROPOSED SEGMENTED RETAINING WALL LOT 20 / �� �* DIAMONDPRO- - O S y87 09� \� \ / N / 83 COLOR: BLUE RIDGE a�:e / Tye LOT / 77 B G ,1 475 AFFE=493..17 3. FF=495.17 w 4sy67 488.8 1A PROPOSED z5'PUBLICGAR=494.83 21 , - V DRAINAGE EASEMENT -'� • D NIAGE EADTH SE (CENT S '� � LOT LOT .' 9 28 De. PG. LOT v `� ; , LOT LOT I I LOT LOT z 24 23 GAR-495.67 LOT 22 OPOSED I' 27 26 FFE=496.33 FFE=496.33 FFE=485.77 _ - F - - z FFE-497.0 FFE=497.0 FFE=496.33 BSMT=486.43 BSMT=486.43 BSMT=486.43 BSMT=487.1 BSMT=487.1 23 PROPOSE VDOT STD. ES-i _ �+FO75 - SWM FACILIT . SEE W O _ - - - - - L h '-` -�' - - / zoz0000 AMEI,JDM Tl O / ¢ ,,.. - - s - - - / FOR DET�IL5. / 9 - g - - ± - �4 % GRAPHIC SCALE _ , i 7 1+75 / I I / 1486-_0+00 4 1+00 _-4- -_- -- __ 6 4B I I COW BRANCH STREAM 30 0 15 30 60 zz ROPOSED VDOT PROP SED z - PROPOSED N4f'-ALL D - STA. 0+00 - / \ I \ O-�'�� - - PUBL C DRAINAGE BENEATH PRIVATEACCES - PROPOSED�V OT STD. ES-4 3' - or h r noeaan-r�ci n4 483 TW / / IN FEET _)EA I5cJ11 T - DPP ELJ (1 MffD7k D 8' HOPE I-N SY OF/ 38G, 475 BW --- � � � ( ) NTQAD-COPINELTIOIs� ----- 477BG fl _ ` -EA WITHIAIN 5 SSE _- - - I / / - 1 inch = 30 ft. - DB.-- G. LOCATED WITHIN PRIV TE DB._PG. 475-BW. J, DU NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT UrU�tu nnelvltu sub IW ���B ARE ING WALL, SOOBG 498 BW NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. IAMONOPRo 498BG 498 BW og COLOR: BLUE RIDGE PROPOSEDS HDPEYARD / 502TW 496BW Lic. No. 035791 a J 4/29/22 , < z 1= 66 ZLuw O Z J L H Ln � ' c w ca u) < c L � c ui z F Z j w F- 7 O w U z 0 z U O S U 0 o6 m m O O } 0 U r > V) O O UO a U > g F- 1 J LU LU oc o ¢ > w o m a I w Q w w Lu i w QC Ln 0- > i Ow Lu i N N N N N N CN � N �i 00 M m 00 p N (+1 7 7 .Nn 0-) 0 [n N W CD 0 z [n W N j z a_ Z> o� LiJ < Lu _ O L9oC z -i z Q � W C i 1 1 1 (W� X 0 Ld _j Q ��<ul 11�� Zc cn � W Ld J� J~ LiJ 00 CD U0 F w I a w U) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 8 WAL STA. I _ 500 499 _.... . -494 I YD1E GAR=493.3311 422' 492.51 J LOFFE=493.67 111 T ' Lic. No. 035791 4/29/22 ,l 12 z SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX / WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF l i 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) _ \ 3E 0 It: oR U F �J 0 " PROPOSED io I' II '� LOT O z0 Q PRIVATE DRAINAGE 1 I 3 GaR=a9l.00 , I III �..� e ` EASEMENT DB.PG. II II FFE=491.33 lil w m c 00 - 0 _ LLI II - � \ --- -- / � � � z i = v i YDi-D - W - W ----- - \ GAR i W l/a 1 -- PROPOSED 18" YARD--� _ LJJ DRAIN INLET, TYP. FFE LOT �4 Z YD1C > F_ i W : m i z i Ov w F F- w w 0 w z O s C6 � i O O F i m O a u o g 1 w W w w F_ 0- Q d d 0 0 2: 0 0 w1 w m cu'i W W w Q w > i Lu a > i w K U) l - ' Q 18B N 00 N N N N 17+00 N N 00 .Mi 0, PROPOSEDVDOT a r r) WALL C - NOTE: WALLS 30" AND HIGHER SHALL REQUIRE A HANDRAIL PROPOSED 8' HOPE ROOF/ PROPOSEDVT I STD. EW-i N, CD N M FOUNDATION DRAIN ; STA. 0+00 SYSTEM w/io' PRIVATE - STD. CD- 532 TW -S,> DRAINAGE EASEMENT - PROPOSED C'- DB.PG. -18C 18A STID 532BG _ PROPOSED SEGMEN / 524$W RETAINING WALL, - i % i STD. CD-2 DIAMOND PROPOSED PROPOSED VDOT II 32 TW DRAIN SYSTEM w/ zo' I 4 57 COLOR: BLUE RIDGE PRIVATE DRAINAGE -/ OPOSED VDOT 18+00 - - �3� 524 B / \.- EASEMENT. STD: CD-z � 226 �, 19 � Qu � 19+07 _ 22A 1$ I� .F 2 / / _ ----� -- PHAS II TW VARIABLE WIDTH WALL % WAL 20 - �524B ��J�jA� MAINTENANCE EASEMENT / LOT 48 / - A. d+30 zo' �28 TW - - " - - - -- DB. PG.IVATE DRAINAGE 2.7% Sz26G so4 Tw YD B - 2 YD= E L - 26W 5 BG 1 504BG 506 TW 5046G EASEMENT - 5 GAR 490.67 Y - - ___ 526 ��5166. _ 508 TW - DB.PCti - FFE=491.00 54 RFA �A __ 520 BW 518B 52 TW 518 TW 516 TW 514 TW 512 TW 5056G 02 BW PHASE LINE ei 504BG --- P' - ---- 3 ---- - _ 5 SBW 5 OTW ,5 ':--50 BW� �� _ 5161 N 51 8G 512BG S10BG 5088G 506BG OZ OJECT \ -- \ \ 530 508 BW 506 BW_504_B_W 5 5 BOUNDARY, I \ 514 BW W 510 BW - SO2fi7- GAR=490.6 11 PROPOSED iz" \ \ \ \ �-�22 - - - - - - - - - - /' DRAIN INLETw/ 01 s FFE=491.00 55 CLEANOUT, TYP O \\\ .......LOT -I LOT... �,... L� \ _ - =� L _ / H TYP PROPOSE a 2 _ - - - : 51S 1 - - -5 - - - 1 I PUBLIC DRAIN I s J.7 LOT 11 �� \ 41 4 - r - -- - - --- --- ---- _ --- - -- _ EASEMENT � GAR 49067 6 •,I� 1 ,q0 PROPOSE GAR-523.50 I YD-3D - - - - - - - - - - - __ _ = FFE=525.50 - - L TYP. OT EASEMENT w P.RO "YAR � OPOSED zz N DR IN INLET T : 3 .1 \ �7 I PUBLIC DRAINAGE O z ' C FFE 527 00 I, __ - �F - - J ______ `�.� - YD- B � o YD._3A - �/ - - - - - - - - "- � B _ _ < 2. % FFE 491 00 L \ EMENT .t_ . ,PRIVA - -----_ - - - W 0- (IGAR=490.67 \ DB._PG. (� _J 3 43 � -, YD-30 , �, , I I I I� 1 1 - I I v y FE-491 I a _ •. ....-. o+.... GAR-522.00 -, "/ _ __ •- �i � � YD_3 _ ___ F - .00 57 7 S2 \ ) - J -- --- --- -` - ` _� _ /I H ,. PROPOSED zz" HDPE ROOF/ N J Z FFE-524.00 -- - D� __- I`- -____ -_- - _- --- --" - -- -- - - Y _ FOUNDATION DRAIN ---- - H / PROPOSED 12 Z > .I SYSTEM w/ io' PRIVATE I - i CLEANOUT, TYP. m Q 2. % LOT \ DRAINAGE EASEMENT • `'.` ,.:.,.p - - - D_ IGAR=490.67 Q 8 I DB. P,G. > L.L - LOT LOT LOT rF5 LOT LOT LOT FFE=a91.00 5- IAT 1 =_ LOT - LOT 4 49' S == 5 5 -- LOT �o.N I PRoposeD�s^vARD Lu szzs 46 G a-so4.00 r Q - _ �__- 47 8 9.30 O 1 2 - - 53 W d "" DRAIN INLET, TYP. - 44 45 A - GAR=so1.4o GAa a9sso l > 0 2p% LOT V AV GAR 497.30 _ GAR-519.33'II I GAR 507.' 'TFE=50600 _ - •FFE=503.40 - - .30 ',i FFE 499.30 • FFE=49730 ____--- GAR=493.401; GAR=490.67 I _j GAR=sls.00 GAR sllso �� -- - --= a 59 \ „ _ - II I. _ 1FFE=495.40 : ____ - _ FFE=491.00 ,I YD 2 �� - - �� •. ° FFE 521.33 _ __ _ __--__ FFE-50950 '_ --_ _ __- - L - - ___ .'� - - __ _ _ V _ - - "_- ____ J __ PROPOSED 8" / P .. - - - RIFS m -- FFE-5]J.00 ' FF,E=513.50 _ A -- 7 ry .,, �, _... 5J2.6 �� �. � � �� ,.... J �� �: ,; •,.. �� � m�.:. v�{1 � a�i" � �� �7� o-__ .. RF6� pR�J DVD / / A r I _� m �� ''• _ 1O -506.3 503.05 500.45 498.35 496.35 494.35 zo.zs 49z.4s 9 S? s1a.1s sla.os slo.os / LL w ROPOSED VDOT ' .'... e , 5p ,... ' • , ' 46 / / J C) 8 • 1 ry srD: cD-1 49 • .. , // PROPOSED VDOT STD. EWi-.,' / .� ��w 22+O N "w" w w l,l `w w - w j//= -�- \ _ .:�. ^. ../ w Q r L w w w w w w w w _,. + [h8A �V1A Y JAwCKSON CWOURT w w w w = _ L - / - 52A - FROPOS vDOT PRO SED PUBLIC ROA N _ w 1Dr W U I / //nn ' V ! 50A g' STD. CD-z / 3 (49 PUBLIC R/W) 17+00 46A w w i w Z ry \zzs N 51 b i " i6+oo 44A \ ~ 100.36 48 496.35,; 494.31 • a 492.3 � 86.0 514.0'. r •s1o.i S 46 - � 43 � Ln 1 I I I / •. •.., ,52.i. ,5. _ .,N } ... _____ _ -- ___-- -7l __-_... . i / PROPOSED DRAINiAGE _ 506 2° " �� Q Q m - - N SYSTEM, TYP. 1 I I •' as \ _ _ _ _ -_. -- I, __ ; r507 _ ____ GAR_ 498.806 GAR_497 17GAR=494.83 M� •" `.. m r K 68. 488.4 •^) _ _ __-____= GAR=510.75 . -- ----- GAR_ 503.60f FFE=502.SS II FFE-500.80„ ---- FFE=499.17 ;; FFE=495.17 v 11 - - ye9.67 8 .6 488 8 :4 4 : ' G - 21.17'i FIFE 520.70 - FFE=536.70 FFE-512.75 '�„ BSMT5498.8 BSMT5495.4 BSMT=492.6$ BSMT=490.61 BSMT=489.UL GAR=492.83 w 3 - ; - ;-° R. l GAR_ 523. BSMT-513.00 II FFE-493.17 / FFE=52i30 I --- FFE-523.17 LOT 85Mr s10 s l LOT ,- LOT BSMT-sozs8 LOT -_ ''�� LOT ' -____ r; LOT _z •I LOT - - ;�'�, LOT LOT LOT WIDTH pub Ic _ LOT D INAGE EASE ENT LJ J = 1I� 13 L�T GAR=szz.00 I BSMT-sos s =_ 33 32 31 3D - _ W p BSMT-513.83 $ -- 37 3 VARIABLE 2j 28 DBLOTG. LOT - _ � ➢� aEwIDrHwAL I I I I LOT LOT � FFE-524.00 3 -- 6 35 34 - BSMT-S` 518 MAINTENANCE - __ LOT LOT LOT 2 �3 22 ° ' _ 2 4 GAR=495.67 (� / .EASEMENT PROPOSENSYS "HDPE ARD - ___ _____ _____ _ - __ ____ 5 FFE=496.33 4 ___ � AB. PG. r -.- � 2] 26 DRAIN SYSTE - -`� _" ____ __ OPOSED FFE=496.33 FFE=485.77 �/ VAR. � i I 39 , � '-__ I - � /" --- K =__= - - FFE=496.33 BSMT=486.43 WIDTH PRIVATE DRAINA E 'Y 1 i - G • __ = 'I J r z _ FFE=497.0 FFE=497.0 BSMT-486.43 BSMT=486.43 / I - /EASEMENT I. - - - <� - - - - BSMT=487.1 BSMT=487.1 W /DB.PG. 5 1J �-� -- - ----------- -- -- PROP SED VDOT STD. ES-z Lh - -- - �9 WALL E ---- - ---486_ $ 514 I CO-1 �510 00� 486 BW_ 9 - Q 11 - - 75 16 4 _ _4860+00 = 4 � 0 1+00 -, 4 I - - _2+1 - O 9 _ O - ' - E --PRQPOSED 22' PROPOSED CULVERT ROPOSED VDOT WALL PROPOSED 24.. \� 1 94 - + PROPOSED SEGMENTED pU RAWAGE BENEATH PRIVATE ACCE515cJn CD-3-PROPRSPEZ TSTD. ES-z PROP SED z3'��n O CLEA OUT �� 9 - 1`Jn I ion NT onnn rnni ni❑CTIOAL- 14A;3bPUBLIC DRAINA \s -49 Is 9 - 4S B� COLAMONDPIRO ER - - - - - -EA ION$kkINS �j - 490BG 4 I -� DB:� PG. LOCATED WITHIN PRIVATE M M M M M - ., - +oo �84 484 Bfn� S _ _ D wAs€z SE,E 0 x �c ^�y" 3 9� / -•• - 4� 490 TW 49 ` -494 JOB NO. - T - - - - -- - - M- M - wv . _ _ _ _ �p 4s4 i-W _ - M M - M- _ M - _M _ - M = F nn- nlc \ 5 //' 202194 - i - - �- f� , PROPOSED VDOT STD. ES-1 + -� \ �A SCALEEj d - - _ - - - 30 5 30 60 120 - 3 5 �� ' as_ a SHEET NO. \ ( IN FEET ) inch = 30 it. I os \ 9 LOT STRIPS 1/4 CIL (FRIENDS HNISHEIGRADE) 1/4_S' 4 ao' ao' 4' _ I. ANq RRAVELLWq RRAVEL LANE (BIKE(ANq s Rlw-R/w TYPICAL STREET SECTION - 45' PUBLIC ROAD JI (CALAXIE FARM LANE - STA. /I TO 14f10) 25 MPH DESIGN SPEED (SCALE P 5 ) B/4 6. SIN E nvP) 1 1/4 1/y':i 6' 1 5' 6' ;CONSREIE (PLANTING (IS I ONSTRESS SIDEWALK( STRIP) - PARKING) 11� CIL RROINTOr PINISHEDGRADE) 11� 4":1' I 1l4_i 1/ :1 5BCURB 6 & (PLANTING GU� STRIP) NO ON -STREET PARKING ALONG ROADWAY EIILEF FNSHEEGRFOq 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. 44� 5 0 4 CG6 (TRAVEL LANE( (BIKEIANEI CUR" - 32' F/C-F/C - 5j R/W-RAN TYPICAL STR= SECTION - 57' PUBLIC ROAD jI (CALAXIE FARM LANE - STA. 151`41 TO 167L48) 25 MPH DESIGN SPEED (SCALEP=5) CIL (PRINTER FNSHBOGRADEI 114":i I 114":i y' 10 10 y' (ass' IBII(ELANEI II RAVFI IER11 RRAVELLANp IBIKELAN. CURB& A- 38'F)C-F/C GunER) 63'R/W-R/W TYPICAL STREET SECTION - 63 ' PUBLIC ROAD R/6Y (CALAXIE FARM LANE - STA. 16*48 TO 167L91) 25 MPH DES/CN SPEED (SCALE 1--5) CIL ILOP PINISHEIGRAOE) ,la".,' 6- ANURR STRIP( 3i F%C-F/C - - 5i RAN-R/W TYPICAL STREET SECTION - 51 ' PUBLIC ROAD R/0' (CALAXIE FARM LANE -STA. 14f10 TO 15f41) 25 MPH DESIGN SPEED /SCALE>"=5 J CIL (POINTER HNSHEEGRADA B/� I 1/ ...i. 4 d (BIKE WJq ITRAVELIANE) �nnnm■■■■nnmmn 0' CG6 (TRAVEL LANq CURB& GUTTER', z4 F/C-0IC 49'R(W-R/W TYPICAL STREET SECTION - II ' PUBLIC ROAD R/n' (MARY J,4CIfSON COURT MARIE CURIE COURT) 25 MPH DESICN SPEED (SCALEQ'I 1"=5 t CIL FNSHEnG.F) 1/4":1' I 111 6' z.5' IN -STREET 10 10 (CG6 ' RKINGI ITRAVELLANEI ITRAVELLANEI CURB& 30' F C-F/C tunes) 55 RJAI TYPICAL STREET SECTION - 55' PUBLIC ROAD 1R/r (MARY JACIISON COURT - STA. )37"01 TO 13f49) 25 MPH DESICN SPEED (SCALE 1"=5 ) RgOE �ITS' VAR. WIDTH VAR. WIDTH CURB & ERAVEL NER ERAVELunq GU ED) VAR. WIDTH F/C-E/P 6' DITCH VAR. WIDTH RIW-R/W IL STREET SECTION - MAR. ff'IDTFI PUBLIC ROAD R%!Y (CALAXIE FARM LANE - STA. 11 TO 18iL35) 25 MPlI DESICN SPEED (SCALE'>"=5i CIL (POINTER R FINISHEDLRADq 1l` p':i I E%/6pPDE� VAR. WIDTHS VAR. WIDTH ITRAVELLANE) RRAVELLANEI VAR. WIDTH E/P-E/ 6' DITCH VAR. WIDTH RRACRIW IL STREET SECTION - MAR. #II PUBLIC ROAD Rllr (CALAXIE FARM LANE - STA. 18*35 TO 19f04) 25 MPH DESICN SPEED (SCALE >"=5'J CIL (PEINTOF FINISHED GRADE) :</4":i STRIP] 26' (PARKINGSPACq CURES G�T�) 8' (PARKINGSPACE] STRIP) s RIP( ANUD STRIP) 11q BOB (TRAVELLWE) 6' NO ON -STREET PARKING ALONG ROADWAY CAN,, STRIP) ANTI. STRIP) _1/4 NO ON -STREET PARKING ALONG ROADWAY SIDEWALK) NO ON -STREET PARKING ALONG ROADWAY 114":1' CIL (BOUNTIES FNISHE USEADE) PROPOSED 2" SM-12. EXISTING EXISTING STONI COMPACTED Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface b a Base b a Subbase In a Din 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 Mary Jackson Court 391 2 411 4 4 11,66 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 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 SCOTT R. LINSZI 1 \ EREL) Lie, No. 035791 ' 4/29/22�1 )TE: PAVEMENT DESI FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION D �Ot NDARY ROADS II VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. FEE % IC RD ZE / L YoiD?NPOBUCRM'1.. c I 0 GIB LU Z L I I I I I I I I DUE YJACKSON COURT - -� - / 1 /I w PROPOSED PUBLIC RD 24 � y �A � � _ \ L Ln 7 IfLU / I li I I I I I I TRIP GENERATION CALCULATIONS It TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 43 SINGLE FAMILY DETACHED UNITS CODE 210 16 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 22o) TRIP GENERATION MAP EMERGENCY ACCESS/ /- ADT: 523VPD (261 ENTER/ 262 EXIT) PARRINDLOT --- - - AM PEAK: 39 VPH (io ENTER/ 29 EXIT) SCALE = 1"=1001 PM PEAK: 52 VPH (32 ENTER/ 20 EXIT) ASPHALT PAVING - MILL/OVERLAY ALONG ROUTE 20 NO SCALE PROPOSED 2.5"-2" SM-9.5A WIN 3-4"HARDWOOD 2U STONER DUST COMPACTED SUBGRADE PRIMITIVE TRAILWAY NOTES: NO SCALE 1. 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 5'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. W Z j DJ Ln i LU U (n 0 N W 2 $ 2: ot5 2 yO U r O O j O O VO ) a U g z 1 � J D 0 2 Q C_ D_ 0 W 0 Ln DO Ln � W 0- W Q W > LU j LU I�-I a > it i of N N N N N N 1714 rn 1`14 (VARIABLE WIDTH) 00 IF,�° N .N-L Im N M V 4 4" CONIC. NOTE.' 3, 000 PSI AT 28 DAYS, OR STRONGER 777 4" 21-A STONE BASE O-) CONCRETE SIDEWALK NO SCALE PROPOSED4"-8"21-A SEE PAVEMENTCHART GENERAL CONSTRUCTION NOTES FOR STREETS• COMPACTED AGGREGATE BASE FOR DEPTH OF EACH COURSE-_ PAVEMENT COURSE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE COMPACTED SUBGRADE / / / / / / / / / / / / / / / / / vv vv///vv�/�/Ivy v vv v 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 COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 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 OUIFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A SURFACE COURSE NATURAL WATERCOURSE. PROPOSED 4" BM-25 IF0 .5''orio". 4. GUARDRAIL LOCA T70NS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD INTERMEDIATE COURSE EE PAVEMENT CHART VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT .SHOWN WHEN, IN THE PROPOSED 9.5" z2-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 COMPACTEDSUBGRAD INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER NOTE: THIS IS A MINIMUM PAVEMENT DESIGN. 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 THE EXISTING PAVEMENT OR C). ASPHALT PAVING - TAPER ALONG ROUTE 20 SECTION ALONG ROUTE2o 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 CONSTRUCT/ON 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 EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED g, 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 1OTRAFFIC 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 CONSTRUCTION METHODS SHALL CONFORM TO CURRENT CONVENIENT ACCESS. m4„11, 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 SILTATION 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 1E' (� � 1, ANY CLEARING GRADING OR OTHER CONSTRUCTION. FILL THANSIT70NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. ORAVELIANF ��E R& 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 13.A VIDEO CAMERA INSPECTON 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 INSPECTI0N SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA =i R/W-R/W REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. INSPECTION PROCEDURE AND WITH A V9OT OR COUNTY INSPECTOR PRESENT. TYPICAL ALLEY SECTION - 27' PRIMATE ROAD 6. PAVED, RIP -RAP OR STABILIZA770N MAT LINED DITCH MAYBE REQUIRED WHEN IN (MERA RUBIN PLACE) NOON 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN GENERAL ROAD NOTES.• -STREET ORDER TO STABILIZE A DRAINAGE CHANNEL. 15 MPH DESICN SPEED (SCALE I"=5) PARKINGALONG ROADWAY 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR GRADING UNIFORM TRAFFIC CONTROL DEVICES. 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT CIL 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT (POEMR Dof R PIPE -CLASS /1 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF 4°:i 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA7SFACTION OF THE ENGINEER. mm�nmm�nnunu 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 0 Ui TRAVELLACE) CVRBRB & BORER) 45 R/W-RIW TYPICAL ALLEY SECTION - 45' PRIMATE ROAD (MERA RUBIN PLACE - STA. IIII TO 13*55) 15 MPH DESICN SPEED (SCALE 1•'=5 TOP OF ,1" 2" R NOTE: VDOT #57, #68, OR #78 I CURB STONE BASE UNDER CURB& LOT CHECKED BY VDOT PRIOR TO LIE a PARVING AND/OR BACKFILLING 6" 13" ° 7„ 6 MIN. STANDARD CG-6 CURB & GUTTER NO SCALE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD WTERSECT70NS SHALL BE REMOVED. 4. ALL VEGETATI0N 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 CORER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD 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 SPECIFICA7ONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 7HE 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 COMPACT70N BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, /I OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COIWPLE77ON OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. rq z N I W CD CD z W N Q Z > W o � J > a w LLJ � Z0 °� J 0' Q U) Q `� W W O ■u■�i 11 X Inw J < z U V LLJ LLJ JV) (n J~ I W 0 Q ® CD UN l w ~ to O d w � JOB NO. 202194 SCALE AS SHOWN SHEET NO. 10 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES �10'f� 101� 5' F1 WATER SEWER 3 o p rc £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER I. SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH ➢1 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 II ADJUSTABLE VALVE BOX W/ LID i U u f a N � N a M.J. GATE VALVE WATER LINE 4 1 2500 P.S.I. CONCRETE E 4 2'x 2' BEARING AREA. THRUST BLOCK.d. o. d NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 3/1G" STEEL PLATE WELDED TO P05T & GROUND 5MOOTH- 2-1/Z" DVI GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA TELLO 3/4' OA. STEEL PIN W/ HEAD W/ 3/5' GA. HOLE FOR R'1 LOCK LOCK FINISH SURFACE CN.LC.) m 3' DIA. GALVANRED "r " STEEL PIPE 5LEEVE CPAINT A15OVE GROUND ~ PORTION SAME AS POST3 N CONCRETE FOOTING 3/1G' STEEL PLATE WELDED TO SLEEVE 12" NOTE, DRILL A 13/10' DA. HOLE THRU BOTH THE POST AND SLEEVE FOR FIN PLACEMENT. EMERGENCY BOLLARD DETAIL NO SCALE FOR ALL B r 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 9" 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1 1.66 2.16 2.67 0.13 90 4.E3 3.83 3.42 0.63 10' & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. Z. USE 2500 P.S.I. CONCRETE. 5. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 1' COMPRESSION x 31V MALE PIPE COUPLING CB APRiaKG EQUAL Q 1' TPE'r SOF WPP A FOR USE AL ATTACHED FAMILY DUAL OR GUAL RESDLmmK ANDRESIDENTIAL ON SERBs AND IRRIGA➢DX SEANCES I'.rl,l' TEE NO e ND SY.EAT£V FmING$ z' DUAL SERVICE 4 1' cc x 3/4' MALE PIPE CgWLNG ON APPROVED ECI TYPE 9' SOFT COPPER OFOR USE ON DETACIEG SNDIE FAMILY RESUENIAL SERI M OE AN IRRIGATOR METER IS NOT PROVCEL. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE VSN ON PVC PIPE, OUST IRON UD - - FINISHED GRADE 10'-IS' LacKMNO BALL METER �m 4 CUTLET) Box 3S' MIN. LOPPFASEITER 1/8 BEND COUPLING� 9 s METER CORTNI S'aP BRICK 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 a'� MIN. 12" CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE .. OUTSIDE DIAMATER PLUS fi". ` 12" THICK WOT No, 68 STONE BEDDING 8"z6"x160' AND 4"x8"x16" SOLID CONCRETE BLOCKS WALL(4EACH)DOGHOUSE MANHOLE BASE � MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE 5-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-D" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS. 1 ON EACH SIDE OF OPENING V" 12' MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE .......................I....,��,�����������„FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG, S-1-A1 TD-26 116131e, Top View 6" MINIMUM 44 4' MINIMUM - 4" MINIMUM 4HEI d a N d a d NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum e CBrtlficotlon of 95% comPGMion required d l (4 d. 11 a Galvanized Steel Beam, e W12 x 14 (min. size) e 3' min. penetration into undisturbed 45 soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 i COVER LIFT NOTCH 12 3/8" 1 WATER CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID 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 ip ty � 1 1 BRANCH I I ` o _ 2" FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD- 27 TD-13 wU,�E JH �o % E Oy L E� Nd En -1. Q 11249 �E Z OE 6 a E EVH - IN - vINu IN -n� qcm L FINISHED GRADE =ITI=f D=_-I=nr_ITl=ffT=nr=1T1=7fT= TRENCH I REDUCER -s f .� �2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - e -------------- UNDISTURBED SOIL PROFILE VIEW UNDISTURBED SOIL - EDGE 1" --- OF TRENCH- 24" MN. m REDUCER { A' . ✓ 8" MN - a A.d• 2500 P.S.I. CONCRETE THRUST BLOCK . ••,.. 9,MN '- - - - - - - - - - - - - - - - - - -A J- - - - - - - - - - - UNDISTURBED SOIL - EDGE OF TRENCH 24 MN NOTES: PLAN A VIEW • MOTTO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D oho ��1 TYPICAL MANHOLE FRAME & COVER N.T.S FIG Si-D TD-31 TD-7 NISHED GRADE AIR RELEASE VALVE BRASS OR BROPIPE BRONZE GATE NZE 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) NITS FIG. Al TO-2G SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERWCE 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 CCROWN) 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 x 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') 1B"-22" 7 CU. FT. ALVE BOX #68 STONE 42"MIN 6" GATE . ••.J VALVE 8 X 6 TEE 2500 P.S.I. CONCRETE BASE AND THRUST 1 BLOCK AGAINST 1...1 UNDISTURBED STABLE SOIL STEEL PILE 'MIEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. 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 LOCATIONS WHERE WEEP HOLES ME ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24'Mli'," , r INITIAL BACKFILL BT241 ll * 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 4 MI INITIAL BACKFILL a MI UNSTABLE B" 8•' 8' 8" SQ L\ IN MIN. _ MIN MIN. #68 STONE RANULAR FILL AS APPROVED BY ACSA `\ S Nit, SOILOR 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 INI7IAL 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 TD-2 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INITIAL BACKFILL* 8"MIN (6" UFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING UNE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING N0. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 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 TO-34 SCOTT/R. CbLLINSZ Lie. No. 0357911'a pow 4/29/22�4 IONAT. S Z g1 Z J_ C t O ` c ZLUO( 0 Z J L o O [ L) in Q [ H W ZL c Un Z J w � UJ 0 UU w C Ln F- Uril w w > w Z UO 5 1Z _ O O U Z � r p O }O UO J 0 Oil Q w > g J J C', CC O C a ¢ CL a j E ce: J w w w w w 1 UJ DO LinUJ d C w Q w w J DU W K � M DU a > J Uw � UJ J LU C-1 174 r N N N OF, V V .N-1 CD N W N O z W N ^j I..L Z< Q LLJ Q J J O J > 1-1 a 0 (n LLJ � W Z O 06 a Q LU W U 11 1 O I� LLJ J Z U V LLJ LLJ J� NLLJ L1 0 ® UCD Q N 1 Uw a w JOB NO. 202194 SCALE N/A SHEET NO. 11 2016 ROAD It BRIDGE STANDARDS GR-2, 2A ' 8 ' ell 8' B" 14" WASHER- S I "+/4"x18" BOLT 4 NUT =- - JJJ ;':' HOLE - i Y.HOLE rLE - -� a"a 8"a1'-2" TREATED PINE BLOCK OR �'� HOLE 0 RECYCLED MATERIAL. ""D PARE R CALV. STEEL q0 o MATERIAL COMMON NAIL w SEE NOTE 5. ''il u s WIDE BLocKour FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 8'18'11'-Y' TREATED - CONTAINING STEEL BLOCKOUTS. PINE BLOCK f ,•, ` BLOCKOUT FOR MAINTENANCE •1 REPAIR ONLY SOUTHERN FINE II�TII - �" HOLE LESS THAN P-O, 6x8 WOOD POST T 4"w 8"d'-2" TREATED 1/H"I PINE BLOCK. STRON:. POST THEPOSTGR 10 TYPE II OR WHERE E 4" WIDE BLOCKOUT REQUIRED 1-011 T GUMC'P-IL SrEE'0E SPECIFIED BY THE ENGINEER IN THE PLANS. R TN `F'.LLF�i T_ DETAIL A*, POST MAY BE HOT ROLLED OR WELDED. H"DDIX - r GUARDRAIL INSTALLATION -- HOLES �"� SITES REQUIRING LONGER i GUARDRAIL POSTS r n n 3" II I c NOTES: II 6NUT BOLT THEATER PINE w 6 NV L ALL BOLTS, NUTS. WASHERS. AND OTHER HLOCK OR O STEEL ITEMS ARE TO E GALVANIZED. rb I - I II RECYCLED w II VATERIAL 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY = - - II BE INTERCHANGED ON MY ONE PROJECT WITH W6a8.5 0 R THE RETI N THAT TIE ME TYPE S C O S aF _ W6.9 POST AND MUST BE USED IN My II OF GUAR GUARDRAIL. SINGLE RUN OF - - -_- II o II OPTIONAL HOLE J II TO FM.ILITATE " 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT. HARDWARE. ETC. SEE SHEET NOS. SDIOT DIAL HOLES I GALVANIZING I I AND 501-02. 4. DRIVE NAL ON BOTH SIDES WITHIN 2" OF THE T0P OR BOTTOM OF BLOCKOUT AFTER " a 31 T^� BOLT IS INSTILLED. HOLES IN POSTS O SIR BETS TOBE Y'(DIX CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VD= REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 221 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 CR-2,2A x 27Y4" MIN - 28y4" MAX RAIL HEIGHT � 61_3" 6,_}" 3'-P/d' N-1%2" 13'-1'/x" 3'-Mill .� N H J �J U J J J GR-2 GR-2A (6'-3" POST SPACING) (3'4/," POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: �T T GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CM BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. K OPTIONAL GR-2A METHOD • OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT. RAIL SPLICE JOINT AND RAL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.OI ANAL 501.02. . WHEN NESTED RAL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR M-2A THE POST SPACING WILL BE V-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. P(IST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /4" PER FOOT FROM VERTICAL. W-BEM. BLOCKOUTS. AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL CR-2 AND CR-2A RAIL SHALL BE VAINTAINED AT A HEIGHT OF 27)14" MN - 284" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEM RAILS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAL OR USE OF M ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIM TO INSTALLATION - FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LIE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30+1 IS'1 V 60 8' 26:1 tan 4 50 6.5' 21.1 IN { 40 5' 1661 8:1 M 30 4' 13:1 7:1 l SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEVS XVI)OT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. ROAD MD BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL SHEET I OF 2 REVISION DATE (STRONG POST SYSTEM) SU1 W 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS SPECIFICATION REFERENCE 221 505 I EW-2, 2A SHAPE TO BE NEAVELEED WITH NOTES: • . 1. FOR TABLE OF DIMENSIONS AND VOLUMES FOR CRCLLM PIPES (STANDARD EW-2) SEE SHEET 2 OF 3. 2. FOR TABLE OF DIMENSIONS AND VOLUMES FOR ELLIPTICAL I PIPES (STANDARD EW-2A) SEE SHEET 3 OF 3. - J 0 J. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. - K' ¢ DETAIL A 4. ON SHALLOW FLLS, WHERE ENDWALLS ARE V OR LESS BELOW SHOULDER LINE. THE TOP OF THE ENDWALL Z SHALL BE CONSTRUCTED PARALLEL TO THE GRADE �r OF ROAD. T IN T T C Al 5. ALL CAS PLACE E 0 BE LASS P DO THOT �I_ SHEETS FOR PRECAST SEE SHEETS G1.08 AND 101.07. ' ' I DEFORMED N IN pT 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL K CONTROL SLOPE. DITCH SLOPE. OR SHOULDER. lr Y I 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS 30• AND SKEW ANGLES TO II- L 8. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED IN P DETAIL B PRICE PER BID PER CUBIC YARD CONCRETE. \1` 9. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WNGWALLS OCCUR. 10.11EVEL 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 CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 0 11 4,AR� URE MAY OBETM�WDED ON ALL EDGES AT PLAN 2 A4 DEFORMED CRACK CONTROL BARS D-CIRCULAR PIPE ST'D. EW-2 5-ELLIPTICAL PPE ST'DEW-2A 3' SEE DETAIL A I I Ovt y� n �� 12" I IOw 1 I I 11 a + I I AA, I 1 SECTION.,A-A 1\ \ o _LL__ 2'•*-w�..erg I I D�TT BEVEL SEE DETAIL B END ELEVATION SIDE ELEVATION SPECIFICATION REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAD AD BRIDGE STANDARDS 105 42" - 96" CIRCULAR AND 60" x 38" - 106" x 68" ELLIPTICAL PIPES REVISION DATE 1 SWEET t GF 3 302 VIRGINIA DEPARTMENT OF TRANSPORTATION IO.03 CR-D LINTS OF PAYMENT FOR STTI. GR-D C2) 12'-6" SECTIONS OF W-BEAM EACH HAVING A SECTION NESTED NSH)E THE OTHER t2) gg1gg7-6�"gSECTIONS OF ST'D. GR•2 ST'D. GR-2 SECTµtESiED INSIDE �37•-6" 25'-0" MAN. 25'-0^ 25'-0" MIN. 3T'-8"� THE OTHER A ('NESTANDARD CR-7 BOX CULVERT ST'D. GR-7 300SKEW E Fr�fF-18F SKEAN' (FOR A 4 LIME ROADWAY USE • DIRECTION Qi TRAFFIC APPROPRIATE RUN-OFF TREATMENT). TOP VIEW �[ EEA PERPENDICULAR 3T•8" 25-0" MN. 25'-0" 25.-0" W. 37•-6" CUBIC YARDS OF GSKEW MDTN r A 12'-8' BEE NOTE 4� CONCRETE BOX CULVERT ONE POST OMITTED L L I l t l l l V 1 1 1 J 11 1 I J J TOP VW ST'D GUARDRAIL POST BOX CULVERT ST'D GUARDRAIL POST 450SKEW i2ocu�6ui SSA STNDARD CR 2 zaD ELEVATION TYPE I -ONE POST OMITTED LINTS OF PAYMENT pFPORyy ST•ADM�G[RA-C10 �J HAVING BA SECTIOEN NESTED ASIDE THE OTHER CUBIC YARDS ST'D. GR-2 ST9. GR-2 CONCRETE 3T 6" 25'-0' Mlrv. 37-6" 2'IN. 37'-6^ I A I'� Re•-g' -A RtN. CD t2'-6" SECTIONS OF +� W- M A HAVIN A EiR OMM ST'D. OR-7 30a SKEW �pRSTAND STANDARD USE BOX CULVERT IAPPROVRIATE RUN-OOFf TREATMENT). TOP VIEW CUBIC YARDS �-DIRECTION d< TRAFFIC CONCRETE TABLE OF MAXIMUM 37'-B" 25'-0' MN. 37 6 12'-6" 37-6 ALLOWABLE STRUCTURE ST-D GUARM Posr -Ie g �NI 4 WIDTHS FOR THIS DESIGN I A� I NOTE 4 ST•D GUARDR. POST "•AI5•T M WI N III t l t l 1 1 1 l V 1 1 1 J 1 J 1 1 &DINT sT �0 4 uroRE. L L J J as° sKEw TYPE I- ONE POST OMITTED TYPE I- TWO POST OMITTED SALE ' A MAx pERP I AR TrNTTl SKEW ' A MAX PERPENDICULAR WIDTH IfEET) 0• 9^ 10.5 0• 9" 16.75 S. 9^ 10.4 5• W. 15.6 q' 9" W IF g' w4 15• 9^ 10.0 15. 9" 15.0 20• 9" 9.6 20. 9" 15.5 25• 9" 97 25.9•• 14.9 3D• 9" 8.8 30' 9- Ul 35• 9" 8. 35. 9' 13.2 40• 9 Z6 12 9' 12.4 9" 114 XV DOT ROAD AND BRIDGE STANDARDS SHEET t0F 2 REVISION DATE 501.18 08/10 BOX CULVERT ELEVATION TYPE II -TWO POSTS OMITTED NOTES: 1. THS SHEET IS APPLICABLE WHEN GUARDRAIL IS REQUIRED AD THE DEPTH OF FILL ABOVE TINE TOP SLAB OFTHE BOX CULVERT IS LESS THAN 4'-0'. 2. SPECIFICATIONS MATERIAL SHALLTION URENEN�ORR COMNCE PONENTS EHTS $HALL BE SECTION IN THE ACCORDANCE WITH SECTION 221 OF THE SPECIFICATIONS, 3. GUARDRAIL POST SPACING SHALL BE N ACCORDANCE WITH STANDARD M-2. 4. THIS DISTANCE SHALL BE IN ACCORDANCE WITH VDOT POLICY ON DETERMINING THE LENGTH OF NEED FOR GUARDRAIL WITH A MINIMUM DISTANCE AS SHOWN. S. ALL SPLICES IN NESTED W-BEAM SECTIONS MUST C04NCIDE AT A COMMON PONT AND BE BOLTED TOGETHER USING ONE SET Of BOLTS AT EACH SPLICE. GUARDRAIL AT LOW -FILL CULVERTS SaF 32, VIRCIHA DEPARTMENT OF TRANSPORTATION 6 CUBIC YMUS 2016 ROAD & BRIDGE STANDARDS TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL 5 and ,;, 1c - r;'. FOR 2:1 FLL SLOPE ERENCE STANDARD ENDWALLS FOR PIPE CULVERTS 105 42" - 96" CIRCULAR PIPES WITH 300 AND 45° SKEW 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS I NOTES: EW-7 I I T I. OUANTITIES GIVEN ARE FOR ONE ENDWALL. j I I 2. PLEASE REFER TO STANDARD EW-2, SHEET 101.04, FOR ILL DIMENSIONS NOT GIVEN N TABLES. _ 3, THIS ITEM MAY BE PRECAST OR CAST N PLACE. 4. ON SHALLOW FILLS, WHERE W S ARE V LOW SHOULDER NE THE TOP L END ALL E OR LESS BE OE L OF THE ENDWALL SHILL BE CONSTRUCTED PARALLEL TO THE GRADE O ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET GLIB. g, IN NO CASE SHALL TOP OF ENOWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 2 A4 DEFORMED CRACK ]. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS MID SKEW ANGLES TO 15•. CONTROL BAPS 8. COST OF 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 WNGWALLS OCCULT. 2 44 DEFORMED CRICK CONTROL BARS 10. BEVEL EDGE IS RECLINED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT THE OUTLET END OF THE T CULVERT MAY BE EITHER SOME EDGE OR BEVEL EDGE. --- S -- TL 3'i" CHAMFER MAY BE PROWDED ON ALL EDGES AT MANUFACTURER'S OPTON. SHAPE TO BEVELED I WITH MORTAR l i FLOW- 2016 ROAD & BRIDGE STANDARDS EW75 A \. EACH ADDITIONAL DO UBLE 94 NOTES: 1. QUMTITES GIVEN ME FOR ONE ENOwALI. 2. PLEASE REFER TO STANDARD EW-25, SHEET 101.09 AND 101.09,FOR ALL DIMENSIONS NOT GIVEN N TABLES. }. THIS ITEM MAY BE PRECAST OR CAST N PLACE 4. ON SHALLOW FALLS. WEE ENDWALLS ARE 1' OR L£55 FLOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. S. ILL CAST IN PLACE CONCRETE TO BE OLA55 Al FOR PRECAST SEE SHEET 101.21. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE TILL SLOPE, DITCH SLOPE. OR SNOULOER. 7. THIS STANDARD TO E USED WITH SKEW CRACK \ ANGLES FROM 37. 30' TO 45•. 2 04 DEFORMED CRACK 8. COST OF BARS FOR CRACK CONTROL TO BE PLAN T CONTROL BARS-7 INCLUDED N PRICE BID PER CUBIC YARD CONCRETE PPE OR CORRUGATED METAL PPE PIPE D. 0 b 48" 0'-S" 0'-4" 51" 86" 0'-7" 0'-5 " 2 " 0 7 O'-fi" 78" 24 1M" 0'-10" - CONCRETE.9. HEADWALL TO BE BEVELED N ILL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WINGWALLS OCCUR. 10. BEVEL EDGE IS REQUIRED ON THE HEADWALL 11 AT THE INLET END OF THE CULVERT (WHERE 11 THE FLOW ENTERS THE CULVERT). HEADWALL 1 11 AT THE OUTLET END OF THE CULVERT MAY 1 BE EITHER SQUARE EDGE OR BEVEL EDGE. IT Ill. FOR DETAILS OF HEADWALL BEVEL SEE STANDARD EW-2S SHEETS 10108 AND I& SCOTT/R. Ct?LLINSZ Lic. No. 035791 ill pow 4/29/22A�r) �S G S 11 I E 0 --I-I--- ' ----- -il- --- - - - -- I ' ' ' 11 101.09. Z - - 1-i-- ��-�-------�--H----- - 3 ' I 1 1 I 12. CHAFER MAY BE PROVIDED ON ILL 1 1 I I �ES AT MANUFACTURERS OPTION, 2 DO NOT BEVEL FRONT VIEW INVERT SIDE VIEW FRONT VIEW z H�J-, FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE D S 7 I/,:1 FILL SLOPE 2:1 0 b D S T FILL SLOPE Y/T.I FILL SLOPE 2:' 0 b ONCRETE 0 E DBL ENDWALL CUBIC YARDS INCREASE FOR ALAI E ADDITIONAL PIPE CUBIC YDS. CONCRETE ONE D OL. EMNDWALL CUBIC YAR S D INCREASE F OR EACH ADDITIONAL PIPE CUBIC YDS. CONCRETE ONE DEL. ENDWALL CUBIC YARDS INCREASE FOR EACH ADDITIONAL PPE C1181C YDS. CONCRETE ONE DOL. ENDWALL CLOG ARID YARDS NCEASF FOR EACH ADDITIONAL PIPE CUBIC YDS. .. 6'-0" .. " 4.829 1,271 51 .- I " 0._31 " " 5._y ,. �- I .. 5,732 1. 0.-41 " 48" 8'-D" q'-10'• 5.964 1.591 6.802 1.572 0'-5" 0'-4" 46" 6•-d '• iv-4we 6,296 1.616 7.132 1.596 0'-5" 0'-4" 92 7.6 2.057 8.798 .0 0'-5 0'-{ 6'- 11'- .q 9.258 281 .0 .92 .57 11.11 7a 0'-5" 60" ]'-8 I '- 2 6 G.3tB 2.6 ]] 11.73 B 2 .650 S 66" '-t" 12.016 3.2{O 13.811 J.208 0 '-J" 0'-5 66 ^ B'- 1 '- J I 1 2.]5 3.26i 3 0'- 17612 3.961 16.885 },9 7 2 0'- " 0'-6" 7 " 2 9' -0 " 15'- n t5.673 4.068 IL 4.033 0,_, , N' 78" 11'-0" 1T-e'• P.612 4.751 20.325 713 0'-8 i 0'-6 ]B" 9'-9 18'-1 " 18.91E 4.931 7_ 2162J 4.BW 0'-e :' 0'-6 " 84" 11'-10" 18'-10" 21.148 5.696 24,387 5.617 0'-8 i' 0'-]" gd'• 10'-6 I"JIT-51/2'I 22.733 1 5.905 25.999 1 5.660 - . O- " 25.115 6,920 28.976 6.872 C' -9 j' 0'-7 y' 90" - , 110'- R"I 26.800 I 7.076 J0.643 I .025 a D'-] " 29_439 8.153 33.999 8,101 0'-10" 96 11 -UY2 IlU - a'1 3L460 1 5.353 3b ULU 1 8.296 EREN�E STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS ROAD AM BRIDGE STADAII 105 42" - 96" CIRCULAR PIPES REVISION DATE SHEET 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION g1.17 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS EW-2S NOTES: L ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS STANDARD EW-2. C BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE FOR TABLES OF DIMENSIONS AND VOLUMES SEE SHEET 2 OF 2. CULVERT (WHERE THE FLOW ENTERS THE CULVERT). FOR DETAILS OF BEVEL REFER TO STANDARD EWA IIPC SHEET 101.02. 7, HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS REM MAY BE PRECAST OR CAST N PLACE. EDGE OR BEVEL EDGE. 1 ALL CAST IN PLACE CONCRETE TO BE CUSS AT FOR PRECAST SEE SHEET B. ON SHALLOW FILLS. WHERE ENDWALLS ARE I' OR LESS BELOW 101.10. SHOULDER LINE. THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 4. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED IN PRICE BID PER CUBIC YARD CONCRETE. 9. IN NO CASE SHALL TOP O ENOWALL PROJECT MOVE FILL SLOPE,OITCH SLOPE, OR SHOULDER. 5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WERE A CONFLICT WITH INVERT X). y CHAFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. OR WONGWALLS OCCUR, 14" ♦ \ ♦ J45 >• ♦♦ F y DIMENSIONS FOR BEVEL ON HEADWALL PIPE I.D. a 42" O•-4 •' 0'-3 " 48" 0`5" 0'-4" 54" 0•-5 0•-4 60" 0'-6 0•-5"• 661, 0'-7" 0'-5 " )2" 0`7 ,. 0'-6" 78" 01-8 0'-6 " 4" 0'-8 D._,.. 91 0'-10•' FOR CONCRETE PIPE TILL SLOPE P/Nq FILL SLO;DNA CONCRETE INCREASE FOR EACH CONCRETE NONE FOR CORRUGATED METAL PIPE m D 5 S b4sADOTHONPL T ILL SLOPE 1%21 FILL SLOJADDIAL CONCRETE M ONE DOl1BlE CUBIC VDS. INCREASE FOR EACH PPE CUBIC YDS. CONCRETE N ONE DQUBLEEHGWALL ENGWALL CLEIG YDS. FOR /2"T-512'-S'8.331 1.789 711 6'-0'0al 12'->M 2/'-3 19.890 5J63 22.347 5712 13'-1 " 23'-0 23.757 8.974 27.DJ 6.917 24-9 4' 26.347 8.350 ]2.265 6.281 90" Il'-3 15'-1 28'J" 13.600 10.007 38.292 9.9B3 36' ]PLOP i 17-0 h" 27-4 a' 39 499 11.815 45.031 7790 O ? . a � i Z w IY C O Z J L Q W m [ W� W1 (n J [ L W �� STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS REFERENCE C `v DOT SPECIFICATION AND 3RIGGE '_T'H[•F fiE sEEr 1 of 1 RFvs.r.:r1 -�.Tr 42" - 96" CIRCULAR PIPE WITH 45' SKEW qs 101.20 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD &BRIDGE STANDARDS F Z 1 W 0U W C (n H Ell w 2: C Ww> w z � 5 G W } U r O U Q U a2$ > g i W J W W C a ¢ a a > 0 ! W W W W W I m (n (n a W Q W W J W N a i In > j i � 0 N N N N N N to 7 7 1C:) 174 L9 I ` N GALAXIE FARM LANE GUARDRAIL & �_q Q ROUTE zo IMPROVEMENTS DETAIL � o Z w SCALE 1"=30' 0-) Q p � Ss Q �F W EW-2s / ALL �7 sr . +sQ � / / 1 5 TW �/ / J i / r / ^ Z ILL LLJ w 476 BG /� / PROPOSED VDOT STD. GR-2 & GR-10 / A 474 B `' TYPE II GUARDRAIL. SEE THIS SHEET � 7 O Q� 2 D' • 13 8 DIMENSION / I / 478 / FOR THE POST LOCATIONS/SPACINGS PROPOSED 4' SHOULDER 90" 96 ` 9-2%" D 30 // / ALONG GALAXIE FARM LANE. ALSO SEE \ _ _ _ _ /) I/4' J 30 / A /480 TW 47 BIN /' / 3� -6 6 THIS SHEET FOR VDOT STD. D�ILS. / %C 0'-.N/2• D'-Ilvi' K 30 / $8.456 21.582 CONC. PPE 476 G4 // i 20.221 23.686 C.M. PIPE Q]Q (II/ (+'�p/ /' / / ul W 17-6• C 45 / 37'-6 PROPOSED VDOT STD. / /PR 0SED 4" SOLID WHITE LINE Ir-3y.. D 45 25' CG-6 TERMINATION POINT L.L 5 4%i' W,_41/," Lu J 45 (� �j / z vJ V 2'-d/." 12'-g%" K 4s / /�VDOTSTD, GR-2 STR..12 - j __--.- \ 6'-7'/i 1T-61/.' L 45 POSTS, TYP. _ 6,-3„° 0'-7" 0•-7/I^ M 45 / / �� PROPOSED VDOT STD. W 2 -ny:• 3•-2' ,. R 4s / 0 , TIZ 14 _ 21.a2o 25.107 - - GR-2 GUARDRAIL L� 23.582 27.584 C.M. PIPE / PUA'B:-1c M '(5 PK`J' OS NE TMPR �f- -3 V aaf pA j A s G Q- p PROPOSED MILL & OVERLAY OF EXISTING STATE Cn 90" W.3T-6' 25 / - �� '��0� ROUTE 20, SCOTTSVILLE ROAD, TO THE 2 8/�' 13' 6' J So 12'-6 0 <(, / CENTERLINE WHERE THE PAVEMENT IS PROPOSED 10 11 : K 30 SIG6 37 -6 3>.y \ �G�\y TO BE WIDEN, TYPICAL. SEE SHEET 10 FOR VDOT 22-368 26-201 CONC. PP%O E { - / 4 STD. W-2 DETAIL. W 21117 28.287 C.M.PIPE 7. - / 7 16 6' C 45 / - 0-7/i' 1173 :' D 45 M -4 " 4'a 1 45 FI AL ASBUILT GRADES TO DETERMINE 5-3 4' M•-4' J 45 LE GTHS OF GUARDRAIL. CONTRACTOR 2 -o/7 Y2 • " K 45 SHAMLL COORDINATE GUARDRAIL 2T-11" 23 •4" L 45 INSTALLATION WITHyFQOT INSPECTOR, TYP. )'-6 0'-8 4" M 45 7 r II 3'-1 R 45 26.158 I 30.689 I CONIC. PPE `\ 28.296 1 33.241 1 C.M. PIPE % - CONTRACTOR SHALL OMIT TWO GR-2 - POSTS ON EACH SIDE OF GALAXIE - FARM LANE's 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. VOT D ROM M`BRIDGE STANDARDS '\ \ PROPOSED VDOT STD. REVISION SHEET SET 2 OF 2 ` ,. / CG-6 TERMINATION POINT a I 101.09 F O PROPOSED W SHOULDER J J / P ,� a ° / / CLJOB NO. . ♦ - C. WO 41A" 2 14FORME CRACH(BECONTROLO 0 2 A4 DEFORED N•'• '4 4 BARS 4 CRACK CONTROL 12' 30• 30• BAPS 45• 30• � 6 F/ ° THIS DESIGN TO BE USED THIS DESIGN TO BE USED (WITH SKEWS 15• TO 37.30) (WITH SKEWS 37.M-TO 45•) °• 2 94 DEFORMED 2 94 DEFORMED 045. 0+%" SECTION C-C CRACK CONTROL CRACK CONTROL -4� 3" BAPS -- BARS -- O'}l• �12,• 11 11 11 1 1 I 111 ° II 11 11 '1\1 1 1 f AREAS TO BE T 1 1 11 A AREAS TO BE 11 11 1 BEVELED I T T 11 1 BEVELED T T SECTION B-B 11 1 1 1 I I I 1\ 3^ 1 1 1 1 I I 11 Ll_ _ ___ILL__ _ ___Ll-_ _ _____ _ __ll_______ I I I I I I I I I I 1 1 I I 1 1 30• SKEW 45' SKEW SECTION A -A xv= SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD ENDWALLS FOR PIPE CULVERTS BEFERENCE SHEET I OF 2 REVISION DATE 42" - 96" CIRCULAR PIPES WITH 300 AND 45a SKEW Gs 101.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS PROPOSED THERMOPLASTIC � Q LANE MARKINGS 0 PROPOSED 4" DOUBLE YELLOW LINE WITH u O 4" IN BETWEEN & RPM @ 40' SPACING N W - / 2 PROPOSED VDOT STD. N GR-2 GUARDRAIL GRAPHIC SCALE 202194 30 0 15 30 Bo 120 SCALE P ' o 4� AS SHOWN ( IN FEET) SHEET NO. 1 inch = 30 ft. � ✓ 12 �. �. \ \ O 6 45 FOR Structure Area (Acres) Cw tB (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 YD1 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 I� YD 41 \10�♦ i / \ / / .• . ! G 495 BG 4948W ( / \ ILL a- $*� a9abw ,_- 10 „ ,a9 / \I � �� � � �YD-4A � / \ ♦ � 1 To 7 min. 35' OF OLF A ELEV.=7' ♦ 388. . - / - YD1E 40 3 O TO ■ TC=10 min. A ■ / �� ■ I� 10' OF OLF w/ A ELL=4' 1 ■ �� 90OF CONC. FLOW w.� A ELEV.=�,15' \ \ ■ I� �• �� 6B \ ■ 4 FOR OFFSITE RUNOFF, AND _ ' n CONTRIBUTING DRAINAGE AREAS 1I L' TO THE NORTHERN BYPASS Tc=5 min.-- ■ STORM SEWER, SEE 'DRAINAGE 65' OF OLF _ \ / ® MAP FOR BYPASS STORM SEWER' w/ A ELEV = ' - 3 / �.- ■ Tc=9 min. / 75' OF OLF w/ / A ELEV.-6' - YD-4H \ \ ♦ I ♦' TA TW SB6TW Lic. No. 035791 111 4/29/22�4 ,�SIONAL S' OG . ' 508TW 498BG FBG F \ 5\2 5000G'$OibW. /� / / / / / l W l Z 498 TW 498BW / Z \ 5TW A98 _ / / / / U BG 49 86G - / / / / Z Z 02TW 496 BW .-��� 494 .-, U ,B, f YD-4E �♦ i / / / / d c-6 o YD-4e ♦ ( ¢ z U f a - 'D-4 U < l �/,0' CO CO m - \ j ¢ > Q w ` > (L LU i W ❑ ce w i - �aj \_w tv1OlRT� U /` / //i BUFFER/TOY 7w CCT KI / � � I/I sTqqh�s. a,sa �/ a;BB F LLl U) W U 5 0 U z U ? j o 0 U > aJ as W W o . a a ❑ U) N W Q. w > ❑ U) C 0 0 0 N ���;��� .N-, N � N N N M N N .O O i .tea r9�' �1�1� ��/- �9� '. ^�. • 1 r : a on a CN -ismpF �� '�d ,. _ ��� �� ��! �®��_ � � : III �� � � . , . c�"�,�; i i1�\ .. '�. ;�„� � � �����,i •' • � �®�a�`�R�• ���®�t,�s®� .�z ��E_I�__�.�i�®A��s_ ��II�_ e�Il®�. �ii�i•r � � _ ��-� � ��� _ � °a' n� LLI !F'! � � � ( � ■ I ■ ' , ■ I � 1 ■ i � � i I r ■ �� � i� � � � ����®�IWun,loYl! le,� 4y ,,� � 1 ■ n �� �, f�.� i � � � ,� �� � II II i ®I'llVilifl. ®Iilliilifl. I� � C I. i ®E'IfillYYl. '� • L r � � ''•- •II•I•.•" _:fir-- - I as s , e s S woos ion �� 1 n - �� wauD-STA.0,00W 4i a � 9J5 B M s M M/ ae a9oBo 49�-�- S S S S fi- r - - _ S S ��5 - 4b- - � %L AB4ew M -- -- - M / - - MLLJ 5 10 LLJ FOR OFF ITERUOFF, ANDSCONT�TINGDAINAGEAREA\I I \J U, ~ \ I \ 4 TO -TH-E -SOUTHERN BYPASS STORM SEWER, SEE'DRAINAGE W MAP FOR BYPASS STORM -SEWER`- / 0 - �� - -- - I I ✓�// % o Lu / / ov s JOB NO. 202194 -x,w GRAPIJIC SCALE SCALE \ so ha so� 100 zoo n IN FE ) SHEET NO. 1 inch = ,50 ft. 13 IT � / ,� _ vv �� / - - _ - �/O ii��i i - - �j �� SCOTT R. LL 4sz _ - �_ _ A\ 1A� �, � /-_- - � - � \�� f/i i � % - /AV✓ / _ - - �� �� �� _ '��= A �� / �� / ��0 4/29/22 �4 11 1 ��� •••••� ��---v a F_ F- •'IF 1 \ \ / / I // / 0 0 F c • • /� \ • ----- / 1 11 }o o� z z O ¢ w Cr � • • • o �/ �STR. ES -a CONTRIBUTING DRAINAGE AREA f �� / O / \ / .. a a a . \ INCLUDES SUBAREA TO YARD DRAINa _ 3 ■ - / • ����� ���� � CO CO � CO cn � Y Im ■ ■■■ � /� ti �������I I ��� v II ■ // / / i; z C) o ■ ■ ///'� �� - / YD 1 Tc-23 min. APPROVED AVINITY I AMENDEI3-DA i (W O 2oi3 oo ) _ 1 100' OF =\ ■ �� / / / / / TO PROPOSED-BYPASSELEV1 & STORM R - \ 65:yjac; CN 6a 9, Tc--o.43 hrs �_ �i 850' OF CONIC. FLOW I I I. 1 1 / / ' o QQo-47 4cj �� --w/ A ELEV. =3� \ I 1 �, �`, F ITS, PLAND UNOFF RELEASED BY THE �/ / APPROV D W ,O 201200 22, SWIM FACILITY ID o446.oa. \ \ \ 1 x a _ r _ v `, / • (THE LING SEGO OW OUTFACE RELEASES \ `` - -- \\\� _ '�_� \�\ �/� ♦•� DS099 Eu NOLLOWINEYF 68k ORM SE12.05 WTO ER r. QS= TEEHE PROPOSED \ I 0 ASS �S RM SEWER SYSTEM. I I N N N N N N U -- �� \ �. 4.93cfs 1 N � N N N N �. l •--I N a0 00 In Os y ~O N M V 7 0 �x� V�. -1 - �i�� _ A► _ _< �_ - I / / ♦Allp ♦ ��� /� �Vb-i (6.66ac,cL9 ■■■■■ ■ ■■ / �'� ■ �1 \ /� I�� N) �` ■ X �� ♦ ♦ o 1 I 200''. OF OLF w/ A ELEV.=4' . / / �/ 0 LL 950' OF CONIC. FLOW W/ A ELEV.=24' . / I W - -�� *own AAM NDM NTROVEDI# TOWPO2oE ) \p�\� ... \�\ t �1 '� 0 2OF CONIC. FLOW W/ A ELEV.=44' / BYPASS STORM SEWER)NI / _ 7.95 a<, CN 80.5;Tc=o.nhrs. I 11 < I r , \ / - \ \ 0 Q:-1.04 cfs '; `' '- _ i \ \ � 3 B " Qo ssoCrs e Q:ao 562 cfs *T r. � / 3 ��� ��r } i DNS ITS SUBAREAA THIS AREA WAS II I ANALYZED FOR CHANNEL&FLOOD --- ----- -- --- - • �� / �- APPROVEDW PROTECTION COMPLIANCE IN THE la _ --- ---- - --- ---- . O _ �■P02o2000037AMENDMENT#a � � � - / - � �- � o i �. y1 .. PROPOSED SOTHERN BYPASS STORM W /� 5pO SEWER / A _j V / a I ♦� v ♦ -� � _ � -- � \ � THIS RUNOFF WILL DRAIN � � o THE NORTHERN (� - I A BYPASS�,STORM SEWER 0 -F LL I V \ - I¢ E AC I �- _ ( sa fti UL 8 LU ♦ -PROPOSED NORTHERN F� i 1 i _ f STORM SEW ER / \ � •• ^ � o UlLLJ (D LW o �_ U� �_ z -� naa 100 OF OLF w/ A ELEV.=6'-' LLJ z / Structure Area (Acres) Southern B ass 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 1.80 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 0.08 1 0.75 5 SWM Faclity Runoff to Str. 2 A6 7.20 0.50 12 A4 0.00 0.90 5 �V - • 1,175 OF CONIC. FLOW W/ A ELEV.=58 W U� o tar Atz • w > U x 0 0 U CN \ _ d a \ \ JOB NO. m 202194 GRAPHIC SCALE � SCALE 120 so 120 240 _ �_ Leo ��� .. �� V� V - - - -- �� ��- - -- _ �- sHeer No. a / (IN FEES) - Iv / 1 inch 120 ft. A //j A\. �l �� A - A V �� - - 14 s Design Year: 10 Proiect Galaxie Farm PIPE DESIGN Job#: ##### Preoared bv: FGM. PE INLET STATION OUTLET WATER SURFACEELEV Le Do Q. ZW Sm Hf JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV V. He QIN VIN Q-V; Vi/2g H, ANGLE HA H< 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 RFI 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 RF1A 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 1 N/A 1 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 0.12 111.00 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 YD1D 0.13 3.20 1 0.43 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 1.20 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 1 71.34 12.00 1 1.20 0.00 1 0.07 3.35 0.04 RF6A 1 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 10.041 YD-513 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 N/A 0.67 490.47 503.00 496.30 28.62 12.00 0.63 0.00 0.01 4.34 0.07 C04G 11 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 1 60.56 12.00 0.63 0.00 0.02 3.34 0.04 YD411 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 10.14 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 1 0.53 486.83 491.75 488.55 53.91 12.00 1.02 0.00 0.04 5.59 0.12 YD41) 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 1 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 0.00 0.00 0.00 0.02 0.03 N/A 0.03 489.58 492.25 486.80 94.18 12.00 0.69 0.00 0.03 5.32 0.11 YD4 1 0.19 1 2.49 1 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 1 1.35 1 8.57 1 11.59 1.14 0.40 178.00 1 0.80 11.56 2.02 1 N/A 1 2.23 502.58 508.25 506.05 124.97 12.00 1.35 0.00 0.15 8.57 0.29 YD3C 1 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 YD31) 0.79 2.96 2.33 0.14 0.05 157.00 0.10 0.46 0.60 N/A 0.62 514.42 520.25 518.05 720.30 12.00 0.79 0.00 0.30 2.96 0.03 YD3E 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 0.001 0.00 0.00 10.251 0.33 N/A 1 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 15.00 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 0.35 035 481.73 487.13 474.78 107.93 18.00 8.79 0.01 0.64 10.03 0.39 28 1 7.19 5.79 41.68 0.52 0.18 97.00 0.36 0.94 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 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 1 5.1 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. 66 482.60 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 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 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 0.20 482.75 488.76 492.72 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 1 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 16.32 0.004 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 0.4 44 1 1 7.7 9.8 175.3691 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 0-155 486.56 189.29 15 5.72 0.007 1.26 9.5 0.4 48 11 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 1 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 1 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 0.106 0.54 0.70 0.35 0.46 503.33 518.90 513.11 27.80 15 1.00 0.000 0.01 3.1 0.0 52B 0.00 94 0 0.04 0.05 0.02 0.03 1 513.14 519.02 n = 0.013 for RCP n = 0.01 for HDPE m 4J a W m E C V V o c E 1i Q Q Q U U U H - O rJ W ; > B @ o o >>xi 2 E _ 6' C C J c N ❑ LL > LL Pipe run: Str. 52B - SWM Facility 52B 52 0.30 1 0.50 0.150 0.150 5.00 6.67 1.00 1.00 512.25 512.11 27.8 0.01 0.0050 15 4.95 3.13 0.15 52 50B 0.28 0.50 0.140 0.290 5.15 6.62 0.93 1.92 512.01 501.00 147.8 0.01 0.0745 15 19,10 9.85 0.25 50B 50 0.20 0.45 0.090 0.380 5.40 6.54 0.59 2.49 500.90 500.76 27.8 0.01 0.0050 15 4.95 4.03 0.12 50 48 0.26 0.45 0.117 0.497 5.51 6.50 0.76 3.23 500.66 492.75 159.3 0.01 0.0496 15 15.59 9.86 0.27 48 46B 0.26 0.45 0.117 1.261 15.09 4.53 0.53 5.72 490.97 485.50 189.3 0.01 0,0289 15 11.90 9,52 0.33 46B 46 0.31 0.45 0,140 1.590 15.42 4.49 0.63 7.14 484.40 484.19 28.4 0.01 0.0075 18 9.86 6.07 0.08 46 1 44 0.27 0.45 1 0.122 1.711 1 15.60 1 4.48 1 0.54 1 7.66 1 483.17 1 481.42 1 68.4 1 0.01 1 0.0256 1 18 1 18.21 1 9.83 0.12 44 26 1 0.02 0.90 0.018 1.997 15.62 4.46 1 0.08 1 8.91 1 400.45 1 477.50 1 130.9 1 0.01 1 0.0225 1 18 1 17.07 1 9.74 0.22 26 24 1 0.00 0.90 0.000 3.681 15.84 4.44 1 0.00 1 16.32 1 472.27 1 470.60 1 100.7 1 0.07 1 0.0166 1 24 1 31.56 1 10.05 0.17 24 SWM 1 0.00 0.90 0.000 3.601 16.01 4.41 0.00 16.32 470.50 1 470.25 1 20.8 1 0.01 1 0.0121 1 24 1 26.96 1 8.98 0.04 Pipe run: Str. 48B - Str. 48 48B 46 0.22 0.45 0.099 1 0.099 1 5.00 1 6.67 1 0.66 1 0.66 1 491.86 1 491.72 1 27.9 1 0.01 1 0.0050 1 15 1 4.95 1 2.76 1 0.17 Pipe run: Str. 44B - Str. 44 44B 1 44 1 0.15 1 0.65 1 0,098 1 0,268 1 7.25 1 6.00 1 0.59 1 1.61 1 482.00 1 481.55 1 27.9 1 0.01 1 0.0162 1 15 1 8.91 5.42 0.09 Pipe run: Str. 42B - Str. 26 426 42 0.64 0,45 0.288 0.466 8.72 5.64 1 1.63 2,63 483.83 482.93 1 144.6 0.01 0,0062 15 1 5.51 4,41 0.55 42 40 0.02 0.45 0.009 0.585 9.27 5.52 0.05 3.23 482.83 482.27 90.5 0.01 0.0062 15 5.51 4.67 0.32 40 38B 0.19 0.50 0.095 0.600 9.59 5.45 0.52 3.71 4B2.17 481.93 35.4 0.01 0.0068 15 5.77 4.98 0.12 30B 38 0.05 0.50 0.025 0.705 9.71 5.43 0.14 3.83 4B1.83 4B1.60 29.0 0.01 0.0079 15 6.22 5.30 0.09 38 36 0.13 0.45 0.059 0.764 9.80 5.41 0.32 4.13 481.50 480.50 109.5 0.01 0.0091 15 6.68 5.69 0.32 36 34 0.27 0.45 0.122 1.020 10.12 5.35 0.65 5.45 480.08 479.45 99.5 0.01 0.0063 18 9.03 5.35 0.31 34 1 32 0.08 1 0.70 0.056 1 1.076 10.43 5.29 0.30 5.69 479.35 479.02 59.1 0.01 0.0056 18 8.52 5.14 0.19 a2 1 30 0.12 1 0.50 0.060 1 1.136 %62 5.25 0.31 5.96 478.92 478.50 30.6 0.01 0.0137 18 13.32 7.27 0.07 30 28 0.16 0.70 0.112 1.374 10.69 5.24 0.59 7.19 477.50 477.31 27.8 0.01 0.0067 18 9.31 5.79 0.08 28 1 26 0.62 1 0.50 0,310 1 1.684 10.-R 1 5.22 1 1.62 1 8,79 476.25 1 473.58 1 107.9 1 0.01 0.0247 1 18 1 17.88 10.03 0.18 Pipe run: Str. 36B - Str. 36 3613 36 0.22 0.45 0.099 0.135 5.61 6.47 0.64 0.87 400.41 480.20 28.7 0.01 0.0075 15 6.06 1 3.46 1 0.14 Pipe run: Str. 14 - Out 14 1 12 1 0.28 1 0.90 0.252 1 0.252 5.00 1 6.67 1 1.68 1 1.68 463.86 1 463.00 1 35.7 1 0.01 0.0241 1 15 1 10.03 1 5.98 1 0.10 12 OUT 0.62 0.50 0.310 0.562 6.00 6.35 1.97 3.57 457.83 457.10 20.6 0.01 0.0355 15 12.17 8.60 0.04 Pipe run: Yard Drain #1 - Out YD1 C01A 1 6.66 1 0.20 1.332 1 1.332 1 23.00 1 3.70 1 4.93 1 4.93 514.50 1 511.10 1 149.7 1 0.01 0.0227 1 24 36.92 8.04 0.31 C01A OLfr 1 0.00 1 0.90 0.000 1 1.332 1 23.31 1 3.67 1 0.00 1 4.93 511.00 1 496.00 1 130.6 1 0.01 0.1149 1 24 83.07 14.22 0.15 Pipe run: Yard Drain #2 - Str. 30 YD2 1 30 1 0.36 0.35 0.126 1 0.126 1 10.00 1 5.37 1 0.68 1 0.68 480.75 1 480.00 1 42.0 1 0.01 0.0179 1 8 1.75 1 4.68 1 0.15 Pipe run: Yard Drain #3F - Sir. 48 YD3F YD3E 0.12 0.40 0.048 0.048 10.00 5.37 0.26 0.26 522.33 520.83 58.1 0.01 0.0258 12 6.20 3.74 0.26 YD3E YD3D 0.25 0.40 0.100 0.148 10.26 5.32 0.53 0.79 520.83 517.25 720.3 0.01 0.0050 12 2.72 2.96 4.05 YD3D YD3C 0.15 0.40 0.060 0.20E 14.31 4.64 0.28 0.97 517.25 513.00 45.0 0.01 0.0945 12 11.86 9.01 0.08 YD3C YD38 0.21 0.40 0.064 0.292 14.39 4.63 0.39 1.35 513.00 505.25 125.0 0.01 0.0620 12 9.61 8.57 0.24 YD3B YD3A 0.28 0.40 0.112 0.404 14.64 4.60 0.51 1.86 505.25 499.33 90.2 0.01 0.0656 12 9.89 9.59 0.16 YD3A YD3 0.28 0.40 0.112 0.516 14.79 4.57 0.51 2.36 499.33 497.00 47.5 0.01 0.0491 12 8.55 9.18 0.09 YD3 1 48 0.08 0.40 0.032 0.548 14.88 4.56 0.15 2.50 497.00 494.25 98.0 0.01 0.0281 12 6.47 7.69 0.21 Pipe run: Yard Drain #4A - Str. 42 YD4A YD4 0.06 1 0.50 1 0.030 1 0.030 1 6.00 1 6.35 1 0.19 1 0.19 1 489.25 1 488.75 1 52.0 1 0.01 1 0.0096 1 12 3.78 1 2.49 0.35 YD4 42 0.10 1 0.50 1 0.050 1 0.110 1 6.35 1 6.25 1 0.31 1 0.69 1 488.75 1 486.00 1 94.2 1 0.01 1 0.0292 1 12 6.60 1 5.32 1 0.30 Pipe run: Yard Drain if4B - Yanl Drain #4 Y048 YIM 1 0.06 0.50 0.030 0.030 6.00 6.35 0.19 0.19 489.25 1 488.75 1 52.0 1 0.07 1 0,0096 1 12 3.78 1 2.49 1 0.35 Pipe run: Yard Drain 94E - Str. 42B YD4E YD4D 0.08 1 0.50 0.040 1 0.040 1 6.00 1 6.35 1 0.25 1 0.25 1 4B9.67 1 489.00 1 30.9 1 0.07 1 0.0217 1 12 1 5.69 1 3.59 0.14 YD4D C04C 0.06 1 0.50 0.030 1 0.178 1 8.47 1 5.70 1 0.17 1 1.02 1 4B9.00 1 487.75 1 53.9 1 0.01 1 0.0232 1 12 1 5.88 1 5.59 0.16 C04C 428 1 0.00 1 0.90 0.000 0.178 8.63 5.67 0.00 1.02 407.75 1 485.50 1 42.1 1 0.01 1 0.0534 1 12 1 6.92 7.39 0.09 Pipe run: Yard Drain 941- Yard Drain #4D YD41 Y04H 0.19 0.40 0.076 0.076 7.00 6.07 0.46 0.46 497.50 496.50 17.5 0.01 0.0570 12 9.22 6.06 0.05 YD4H C04G 0.08 0.40 0.032 0.108 8.00 5.81 0.19 0.63 496.50 496.00 60.6 0.01 0.0083 12 3.51 3.34 0.30 C04G C04F 0.00 0.90 0.000 0.108 8.30 5.74 0.00 0.63 496.00 495.50 28.6 0.01 0.0175 12 5.10 4.34 0.11 C04F YD4D 0.00 0.90 0,000 0,108 8.41 5.72 0.00 0.63 495.50 489.00 33.5 0.01 0.1941 12 17.01 10.24 0.05 Pipe run: Yard Drain #58 - So. 46B YD-5B RF6A 1 0.42 0.45 0.189 1 0,189 1 6.00 1 6.35 1 1.20 1 1,20 487.99 1 487.76 1 45.4 1 0.07 1 0,0050 1 12 1 2.73 1 3.35 1 0.23 RF6A RF6 1 0.00 1 0.90 1 0.000 1 0.189 1 6.23 6.28 0.00 1.20 487.76 1 487.40 1 71.3 1 0.07 1 0.0050 12 2.73 3.35 0.35 RF6 46B 0.00 0.90 0.000 0.189 6.58 6.18 0.00 1.20 487.40 1 487.25 1 29.8 1 0.01 1 0.0050 12 2.73 3.35 0.15 Pipe run: Yard Drain #1E - Str. 44B YD1E YD1D 0.04 0.50 0.020 0.020 5.00 6.67 0.13 0.13 4B9.75 486.75 99.4 0.01 0.0302 12 6.71 3.20 0.52 YDiD YDiC 0.09 0.60 0.054 0.074 5.52 6.50 0.35 0.48 486.75 485.41 47.9 0.01 0.0280 12 6.46 4.75 0.17 YDiC RFiB 0.07 0.60 0.042 0.116 5.68 6.45 0.27 0.75 485.41 485.07 68.3 0.01 0.0050 12 2.73 2.93 0.39 RF1B RF1A 0.00 0.90 0.000 0.116 6.07 6.33 0.00 0.75 485.07 484.87 40.5 0.01 0.0050 12 2.73 2.93 0.23 RF1A RFi 0.00 0.90 0.000 0.116 6.30 6.26 0.00 0.75 484.87 484.33 107.7 0.01 0.0050 12 2.73 2.93 0.61 RFi 44B 0.06 0.90 0.054 0.170 6.92 6.09 0.33 1.04 484.33 484.01 64.8 0.01 0.0050 12 2.73 3.21 0.34 Pipe run: Roof Drain 1NA - Str. 36B RF4A RF4 0.02 1 0.90 1 0.018 1 0.018 1 5.00 6.67 0.12 0.12 488.00 1 486.00 1 95.3 1 0.01 1 0.0210 8 1.90 3.03 0.52 RF4 3613 0.02 0.90 0.018 0.036 5.52 6.50 0.12 0.23 486.00 1 484.00 29.4 0.01 0.0679 8 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 v c n r d 0 N C m @ C S4 0 tV N W s 0 m n m+( @ L @ O J > >5 OI N J 20 O 'm r7 S w C U > > C o u u o 0 0 .3 0 3 V u v J F O N _ x O > VI V @ O C O Y ❑ li b rr U OI 3 OI OI rn d tIi ' II II ry J U @ a -j V U C3 a O d vi (9 3� m 3 0 rii' f :i ui d 18B 3B 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 38 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 38 6.0 1 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 38 &0 0.22 OAS 0.099 0.40 0.00 0.40 0.005 0.02 2 0.083 4.1500 5.37 0.79 3.5120 0.1463 0.1356 3.48 1.73 1.00 0.40 0.00 - 38 38 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 0A634 4.94 1.21 1.00 0.23 0.00 - 38B 36 &0 0.05 1 0.50 0.025 0.10 0.00 1 0.10 0.049 0.02 2 0.083 4A500 2.09 1 0.99 3.5120 0.1463 0.1649 3.44 1.74 1.00 0.10 0.00 - 42 3B 4.0 0.02 0.45 0.009 0.04 0.00 0.04 0.005 0.02 2 0.083 4A500 2.18 0.99 3.5120 0.1463 0.1649 1.13 3.54 1.00 0.04 0.00 - 44 36 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.037 0.02 2 0,083 4.1500 1.95 1.00 3,5120 0.1463 0,1663 2.74 1.46 1.00 0.07 0.00 - 44B 36 &0 0.17 0.65 0.111 0.44 0.08 0.52 0.037 0.02 2 0.083 4A500 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 4A500 3.96 0.90 3.5120 0.1463 0.1517 6.51 1.23 1.00 0.49 0.00 - 46B 36 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 &0 0.26 0.45 0.117 0.47 0.00 0.47 0.040 0.02 2 0.083 4A500 3.87 0.90 3.5120 0.1463 0.1517 6.51 1.23 1.00 0.47 0.00 - 48B 38 8o 0.22 0.45 0.099 0.40 0.00 0.40 0.040 0.02 2 0.083 4.1500 3.63 0.93 3.5120 0.1463 0.1561 5.96 1.34 1.00 0.40 0.00 - 50 3B 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 36 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 36 10.0 0.28 0.50 0.140 0.56 0.00 0.56 0.055 0.02 2 0.083 4A500 3.90 0.90 3.5120 0.1483 0.1517 7.72 1.30 1.00 0.56 0.00 - 526 36 8.0 0.30 0.50 0.150 0.60 0.00 0.60 0.055 0.02 2 0.083 4.1500 4.00 0.90 3.5120 0.1463 0.1517 7.95 1.01 1.00 0.60 0.00 - 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) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet O> @ In Q t U U '" Q d d y V) o w _ 9 FL_ o 7 w h c. � F- 3 d .0 @ W N � � o2 .c d LeR 0.12 0.70 0.084 0.34 0.00 0.34 0.005 0.020 2 0.063 4.1500 5.05 0.88 Right 0.03 0.70 0.021 0.08 0.00 0.08 0.005 0.020 2 0.083 4.1500 3.00 0.99 SIR 8 DI-3C 6.0 combined flow 0.42 0.07 1 0,155 3.56 Left 0.49 0.62 0.304 1.22 0.00 1.22 0.005 0.020 2 0.083 4.1500 8.17 0.65 Right 0.13 0.82 0.081 0.32 0.00 0.32 0.005 0.020 2 0.083 4.1500 4.97 0.88 SIR 12 MC so 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 1 2 0.083 1 4.1500 1 6.59 1 0.77 STR 14 DM3C 8.0 combined flow 1.0 0.11 0.246 1 5.63 Left 0.06 0.90 0.054 0.22 0.00 0.22 0.005 0.020 2 0.083 4.1500 4.27 0.94 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 76 DI-3C 6.0 combined flow 0.4 O.Ofi 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 M3C 8.0 combined flow 1.2 0.13 0.282 6.4fi Left 0.14 0.72 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 1 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 0.020 2 0.083 4.1500 4.76 0.90 SIR 36 DM 6.0 combined flow 0.5 0.11 0.236 0.22 Left 0.15 0.50 0.075 0.30 0.00 0.30 0,005 0,020 2 0.063 4.1500 4.84 0.89 Right 0.14 0.50 0.070 0.28 0.00 Us 0.005 0.020 2 0.083 4.1500 4.71 0.89 SIR 40 DF3C 6.0 combined flow 0.6 0.09 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 1 0.020 2 0.083 4.1500 5.79 0.84 STR 428 DI-3C 8.0 combined flow 1.2 0.12 0.269 6.15 All 0.16 0.65 0.104 0.42 0.00 0.42 0.005 0.020 2 0.083 4.1500 5.47 0.86 STR 22B D438 6.0 combined flowl 0.4 1 0A0 0.211 4.84 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 inthr for spread, and 6.5 in/hr for capacity Manninas Coefficient. n is 0.013 and depth) v o o c .0 .c v N v 'B a t N v j N r q s V C ti B N g E m w ri 2 m h a > < ti U C! O C7 h w � rn r- W LeR 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 0.7U 0.021 0.14 0.00 0.14 0.005 0.020 2 1 0.083 4.1500 3.60 0.98 SIR 8 D43C 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 9.80 0.59 Right 0.13 0.62 0.081 0.52 0.00 0.52 0.005 0.020 2 0.083 4.1500 5.96 0.83 STR 12 D43C so 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 DM 8.0 combined flow 1.6 0.16 0.340 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 0.71 0.00 0.23 0.005 0.020 2 0.083 4.1500 4.41 0.92 STR 18 DI-3C 6.0 combined flow 0.6 0.08 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 1 0.02 0.64 0,005 0.020 2 0.083 4.1500 6.41 0.78 Right 0.02 0.70 0.014 0.09 1 0.00 0.09 0,005 0.020 2 0.083 4.1500 3.09 0.99 STR 30 DI-3C 6.0 combined flow 0.7 0A0 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 SIR 36 DI-3C 6.0 combined flow 0.8 0.11 0.236 0.22 Left 0.15 0.50 0.075 0.49 0.00 0.49 0.005 0.020 2 0,083 4.1500 5.80 0.83 Right 0.14 0.50 0.070 0.46 0.00 0.46 0.005 0.020 2 0.083 4.1500 5.65 0.84 STR 40 DM 6.0 combined flow 0.9 0.12 0.266 6.11 Left 0.37 0.45 0.167 1.08 0.00 1.08 0.005 0.020 2 0,083 4.1500 7.82 oil Right 0.27 0.45 0.122 0.79 0.00 0.79 0.005 0.020 2 0.083 4.1500 6.95 0.75 STR 42B DI-3C 8.0 combined flow Is 0.17 70371T851 All 0.16 0.65 0.104 0.88 0.00 0.68 0.005 0.020 2 0.083 4.1500 6.56 0.79 STR 22B D438 6.0 combined flow 0.7 1 0.13 1 0.292 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 c � � d g a O @ C W O 0 4 � o N v 0 H + O0 d C W IC y O 4 Ou V 2 3 v 7n c + it > n o _ ii to @ C O ❑ O m OI V% N N II J C V .t-. - a � ¢ Ci U ❑ 0 d a ui y � y rn - w r -@ m rn rii � � ui Ci 0 u 18B 3B 4.0 0.04 0.90 0.036 0.23 0.00 0.23 0.005 0.02 2 0.083 4.1500 4.41 0.92 3.5120 0.1463 0.1546 2.58 1.55 1.00 0.23 0.00 - 20 36 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 36 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 38 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 0A488 3.27 1.22 1.00 0.39 0.00 - 34 3B 6.0 0.08 0.70 0.056 0.36 0.00 0.36 0.020 0.02 2 0.083 4.1500 4.01 0.95 3.5120 0,1463 0.1590 4.62 1.30 1.00 0.36 0.00 - 36B 38 6.0 0.22 0.45 0.099 0.64 0.00 0.64 0.005 0.02 2 0.083 4.1500 6.44 0.79 3.5120 0.1463 0.1356 4.26 1.41 1.00 0.64 0.00 - 38 3B &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 38 6.0 0.05 0.50 0.025 0.16 0.00 0+16 0.049 0.02 2 0.083 4.1500 2.50 0.99 3.5120 0.1463 0.1649 4.22 1.42 1.00 0.16 0.00 1 - 42 36 4.0 0.02 1 0.45 0.009 1 0.06 0.00 1 0.06 0.005 0.02 1 2 0.083 1 4.1500 2.62 0.99 3.5120 0.1463 1 0.1649 1.38 2.89 1.00 0.06 0.00 - 44 36 4.0 0.02 0.90 0.018 0.12 0.00 0.12 0.037 0.02 2 0.083 4.1500 2.33 1.00 3,5120 0,1463 0.1663 3.36 1.19 1.00 0.12 0.00 - 44B 36 &0 0.17 0.65 0.111 0.72 0.27 0.99 0.037 0.02 2 0.083 4A500 5.19 0.90 3.5120 0.1463 0A517 8.69 0.92 1.00 0.72 0.00 - 46 36 &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 36 6.0 0.31 0.45 0.140 0.91 0.00 0.91 0.038 0.02 2 0,083 4.1500 5.01 0.89 3,5120 0,1463 0.1502 8.51 0.71 1.00 0.91 0.27 44B 48 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 36 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 36 10.0 0.26 0.45 0.117 0.76 0.17 0.93 0.071 0.02 2 0.083 4.1500 4.50 0.95 3.5120 0.1463 0.1590 10.05 1.00 1.00 0.76 0.00 - 50B 3B 8.0 0.20 0.45 0.090 0.59 0.00 0.59 0.071 0.02 2 0.083 4.1500 3.78 0.96 3.5120 0.1463 0.1605 88 1 0.97 1.00 0.59 0.01 48B 52 38 10.0 0.28 0.50 0.140 0.91 0.00 0.91 0.055 0.02 2 0.083 4.1500 4.68 0.90 3.5120 0.1463 0.1517 9.47 1.06 1.00 0.91 0.00 - 52B 36 8.0 0.30 0.50 0.150 1 0.96 1 0.00 0.98 0.055 0.02 1 2 0.083 4.1500 4.80 0.90 3.5120 0.1463 0.1517 9.74 0.82 1 1.00 1 0.98 1 0.17 1 50 SCOTT/R. CBLLINSZ 1-y Lic. No. 035791 Lt� pow 4/29/22w4 1 �Sl nirn). E�yG t C z t O ` a ❑ Z Lu ❑ ch�( O Z J L O > co L V) JQ L L F C Uj z E F-I L U) Z j W F- r UU in I.- to Lu W ) z ❑ z c9 O f i (Z7-2 >U 2:U r C)�o0 Z U) 0 0 0 U a Lu g as i aL Lu d Q 0- d ❑ ❑ W ❑ur) ❑ [Y i w w w w w 1 w Q w w ❑ i Y w °L Lu M wLLI 1 L N N N N N N \O M T N N N 0 z N WC-\-' z W Nj a-Z o� O O Q \J cn Ll U Zi < < LL ''�.U�T V W z LU 1--( X ~ � �z Q U1 Q Z� LLI LEI J� J~ LLJ Y E LL CD U 0 N H L W w a UU)) 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. LINS�Z Lie. No. 035791,E �� 4/29/22 �4 0 �SSIONAL E�Ol z w w z D z w N z O U 0 m o U a 3 u, m L t y 3 m c r �n o 2 o U a 0 C a 0 U ` N 0 U 0 a 3 '- U 0 o o N 0 a 3 a a o a m 3 m o N o 2 N o 3 U a o o m T a z_ w z z w z O U 0 T o x U x m t E E U o a 0 o 0 a °' m t STRUCTURE DRAIN Za= O N W Z V w 0 zo w Z g`� a J Q � a m Q zw .. n Z w � O V U Z O V Q m a w a w 1n � w U U Q w w U7 w to Z w O U H O o Z O U> Q f m a w l Ln m wce cn 1-- W Op w uj w �, rn w Z O w d O w n w Z w g O p U o > W o w > Design Year: 10 Project: Galaxie Farm Job #: 202194 Prepared b : FGM, PE OUTILETWATER SURFACE ELEV JUNCTION LOSS .--i N O W N N r4 N \-i N N N N e0 ro N r4 ti N N N O� Z `-) N o W N WN N > Z > W > (/� Z� Q W I w � (� Z � W W z J~ W Q � O < O N U O z J G\I O V< LL LU X J ' ^ v w r, O `n z Q o� U W n `J z a c H w w = JOB NO. 202194 SCALE N/A0 SHEET NO. 16 AGE DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. in. LENGTH* SLOPE INVERT INVERT Curb SLOT RIM* COMMENTS PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe d 8 � ii E � 2 in m w E � W c bZ � � C b _ ° Y Y Q m ON m LL m ~ m 'O ❑ C N _ (7 W Q U U U F O O C � C (n ❑ LL i LL 4. Pipe run: ES-1 -Out ES-1 8 15.80 0.55 8.560 8.580 17.00 4.29 38.83 45.70 484.60 479.50 297.1 0.01 0.0172 30 58.28 13.11 0.38 8 6 0.15 0.70 0.105 8.885 17.38 4.25 0.45 46.15 479.40 475.75 182.0 0.01 0.0225 30 86.65 14.64 0.18 6 4 1.11 0.35 0.388 9.074 17.56 4.23 1.84 47.78 475.65 474.74 51.9 0.01 0.0775 30 58.78 13.32 0.08 4 2 21.80 0.25 5.400 19.863 17.63 4.22 22.79 57.00 474.64 471.30 187.6 0.01 0.0189 30 57.77 13.41 0.25 2 OUT 0.00 0.45 0.000 23.483 17.87 4.18 0.00 77.83 488.60 466.25 36.0 0.01 0.0153 38 88.38 14.24 0.04 Pipe run: Str. 18C - Str. 4 18C 18 20.70 0.25 5.175 5.175 15.00 4.55 23.52 23.52 484.50 483.67 38.3 0.01 0.0217 24 36.10 12.18 0.05 16 16 0.10 0.90 0.090 5.409 15.05 4.54 0.41 24.55 481.69 477.44 161.1 0.01 0.0276 24 40.72 13.47 0.20 16 4 0.00 0.90 0.000 5.409 15.25 4.51 0.00 24.55 477.34 474.74 138.4 0.01 0.0188 24 33.60 11.65 0.20 Pipe run: Str. 18B-Str. 18 188 18 0.04 0.90 0.038 0.036 5.00 6.67 0.24 0.24 483.71 461.88 47.9 0.01 0.0359 15 13.26 4.05 0.20 Pipe run: Str. 22B Slr. 18 228 20 0.08 0.75 0.080 0.080 5.00 6.67 0.40 0.40 482.92 482.64 24.7 0.01 0.0114 15 7.47 3.15 0.13 20 18 0.08 0.60 0.048 0.108 5.13 6.62 0.32 0.72 482.54 481.98 61.3 0.01 0.0080 15 8.84 3.52 0.28 11 11 ---_-__----- 1 1 1 1 1 1 1 1 I l l m 1 1 1 1 1 1 , '®. , ,• 1 1 1 ---_-___---- 1 11 11 1 11 �m� 1 • ©---_-___ 11 ®' • • ' 1 1' 1® 1 11 1 11 ®1 � 1 • 1 ®®' 11 DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. in. LENGTH* ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb T e RIM* ELEVATION ES-1 ES-1 - 488.50 7 30 297.08 1.72% 484.60 479.50 HDPE 8 DI-3C - 488.13 VDOTSTD. IS-1 REO'D 7 30 161.95 2.25% 479.40 475.75 HDPE 6 DI-7 - 483.00 VDOTSTD. IS-1 REO'D 5 30 51.94 1.75% 475.65 474.74 HDPE 4 MH-1 - 484.25 VDOTSTD. IS-1 REO'D 3 30 197.56 1.69% 474.64 471.30 HDPE 2 MH-1 - 477.00 VDOTSTD. IS-1 REO'D 1 36 36.02 1.53% 468.80 468.25 HDPE 18C ES-1 - 488.11 VDOTSTD. IS-1 REO'D 18C-18 24 38.32 2.17% 484.50 483.67 HDPE 18 DI-3C CG-6 488.17 VDOTSTD. IS-1 REO'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 CG-6 488.08 VDOTSTD. IS-1 REQ'D 18A 15 47.88 3.59% 483.71 481.99 HDPE 22B DI-3B CG-6 490.00 VDOTSTD. IS-1 REO'D 22A 15 24.66 1.14% 482.92 482.64 HDPE 20 DI-3B - 489.00 VDOT STD. 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.og VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 495 490 485 475 470 465 46o PVI STA:i PVI ELEV LV BVCS: v BVCE, EVCS: i1 EVCE, o o o PVI STA: 17+94.00 O N O N r1 HIGH PT STA: i6+35 z8 m PVI ELEV:487.iz 0000 � � :4.59 000 m 00 a +a K: 6.37 PVI STA:iS+58.86 +'tm Lij LVC: 220.00 N PVI ELEV:489.47 H Lij u W u m u W K:z3.58 u m w m w LVC:zoo.00 m 4 EXISTING GRAD r \ PROPOSED ' VDOT TD. CD 2 0 N VI STA: 13+50.0 0 VDPROPOSED OT ST . CD-1 \ / PROP SED \ + a K: 28.69 + a o / VDOT STD. CD i \\ N `Lij LVC: 5o.00 H N / YDIC-RFiB \ w w m m OW P ELEV: 70.70 11 \ w o PVI STA: n+6 .00 0 7 48% 00 r PVI ELEV: 46 .72 PROPOSED + K:26.17 PRO OSED " CL. DI W/L DOT S D. CD- "� LVC : 146.o w E-IN TO EX STING GALA IE FA M LA E IN IV ARYJA KSONCOURT w m P OPOS D > N TA. 1 +04, ELEV. 95.2 ROAD C/L w w So' PRO OSED VDOT TD. CD i GALA IE FARM LANE C STA. 15+42A PROPOSED MARY JACK ON COURT /L, S A. 12 27 VDOTSTD. CD z 7/73 OA 33o�u �2.2500 3,4' 3 5' / L IGH PT STA: 1 +62.50 IGH PT ELEV: .o ' VI STA:10+75.0 VI ELE :472.78 a8.8 VC:25. o i VCS: i +62.50 ' VCE: .o P POSED XISTIN ROPOS D VCS:1 +87.50 HEADW4,LL FOR CRADE ® HEADWALL FOR VCE: 4 2.36 60" C ILVERTS ROAD C/L 48" CUL ERTS W W O aa) CO CO Ol M rl N W Vl M Vl 0 .t n N O � O � Vl 00 S N Ol N Ol O 00 J J y� N Ol L(1 00 00 00 N c0 N 00 O fm+1 l0 M m In . m o .t Cq l0 N .t N W W Ol Ol 0) a 00 O1 Q7 W 00 00 W 00 00 00 a) 00 00 a) n 00 00 .t 00 OD 0 ^ W 1� N 1� .t tD n N l0 n ci � n N 'D O '0 n H W n M ^ n .t n l7 l7 S �T �. �T' �t S �t .�' .t �t .t �t .t .t d �t S S W W 19+50 19+00 18+5o 18+oo 17+50 17+00 16+5o 16+oo 15+50 15+00 14+50 14+00 13+50 GALAXIE FARM LANE 25 MPH DESIGN SPEED 500 PVI STA:21+24.o8 PVI ELEV:491.10 K:16.67 LV C: So. oo 500 00 0 Ln o 00 0 °+� 0) ° m + w N " PROPOSED EXISTING 495 ROAD C/L GRADE 495 CO mW 490 c/0 z.00% 490 )+15.00 :488.92 00% PROPOSED PROPOSED 6" z 0- PROPOSED TYPE 6" B.O. K:2.5o VDOT STD. CD z CL. 52 DI W/L ASSEMBLY C:io.00 )+io.0o +20.00 485 485 )8.02 489.02 PROPO ED 6" .V. 48o 48o PROPOSE 8"x6" TEE, (i) 6" G.V. & () COMPLETE FIRE HYDRANT ASSEMBL )POSED8"x6"TEE,(i) MARIE CURT COURT C L STA. 10+0 = MARY JACK ON COURT /L, STA. 10 6" G.V. & (z) 8" G.V. 94 475 470 470 l00 d W m M 00 ELUOUJOL�u a) 0moo) a) om Oa) O a) 011zr 00 It S It � d •G S d S S 9+50 10+00 10+50 11+00 11+50 12+00 MARIE CURIE COURT 25 MPH DESIGN SPEED 12+50 13+00 13+00 12+50 12+00 11+50 11+00 10+50 PVISTA:iz+5o.o0 PVI ELEV:490.40 K:25.o0 LVC:So.00 10+00 9+50 11 0 495 490 485 me o o n O H o n 1b H PVI STA:10+72.50 + a + a PVI ELEV:488.iS N .. N .. v K:iS.00 PVI STA:ii+84.17 Lri U &i U LVC:45.00 PVI ELEV:489.74 U m >U Lu J Soo K:3.33 m Lu Soo 0 m o LVC: o.00 w 6 m m BVCS: ii 79.i7 a o a o BVCE:4 9.84 J 'ij EVCS: ii 8g.i7 u m U EVCE: 8g.79 Q 495 m LL>, PROPOSED � 495 A PROXIMATE 1 VDOT ETD. CD z L CATION OF PROPO D 8"x8" CROSS Q EXISTING 012" WITH AN "x6" REDUCER, Q DIP W/L (2) 8" V. & (1) 6" G.V. PROPOSED D C/L 490 i.00 00% .000/ - / 490 \ Zo PROPOSED V , -2.00% DOT STD. CD- PROPOSED PROPOSED 6" r - VDOT STD. C -2 CL. 52 DI W/L Ln / ,.j 0- PROPOSED 485 rCULVERT l0` (DRNG.-W/L VDOT STD. CID 485 AVINITY ESTATES EMERGENCY ACCESS \ PROP SED8" FILL, / 0' \\ CL.5 DIW/L TYP. �� OCATIONAOF . PROPOSED (z) 6" 45° 48o XISTING 08" (DRNG.- \ r' BENDS TO A6"G.V.&6" 480 SANITARY SEWER W L TYPE A B 0. ASSEMBLY 1.1' (DRNG.-W/L) 45 - _ r 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 Cl 1l ^Il m �t ry In I Lu (n COs Z 3 a6 °I °a a Oi 3W77 s ' I 'N 9+50 10+00 10+50 11+00 11+50 12+00 12+50 VERA RUBIN PLACE 25 MPH DESIGN SPEED 13+00 13+50 14+00 475 470 465 46o ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 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/R, Cb•LLINS'Z Lic. No. 035791 n 4/29/22 �v4� z g z r o D Vl � z Lu 0� O z o K vl w cc a W z A Z W W ul z F_ z w 0 F_ 0 z In 0 to W F 0 0 Lu _ 6 }� r U U U U H j z 0 0 0 U U a > g F- J W 0 W W o a Q a a o m o �w w w w � m w T w ¢ w w o w uw) CL Lu N N N N N N N r-4 tD m I W N WE CD z 0 N a CNI J (n a w Q J > Q )--) w Q o O�J � � J J = IL Z) Lu 06 X Q � J � u� (D W W LLJ 0 O O (N O Lu W a V)) JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 17 w�� w w O Soo Www ~ ~ ~ Soo T 0 F PROFILE GENERAL NOTES: ¢ J 2 2 2 J J J 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN 220 220 2 SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE 0 0 �- 0 0 MH11 o O o COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD W LL 00 LL LL m STA:1+oz.4z MH1z i LL LL 0 SCOTT O R. LLINSZ AND BRIDGE SPECIFICATION 303.04 H. ( ) 495 m Cq m 00 M o o °^' 495 nm m o o ld- 495 RIM:490.25 STA:z+11. 94 EXISTINGo / N 0 0 o 0 O O - 495 O Lic. No. 035791,E 2. ALL FILL TO BE PLACED AT 95% COMPACTION. �t N N N o ? 00 00 s'tH �. 00 00 ° 't INV IN.477.5o FROM LATERAL RIM: 0. 49 z GRADE „ ,.,, a a a a 00 00 00 0D ° 4/29/22 Q 9 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 1O 0 PROPOSED 0 .+i a z z + 0°10 + 0 z z INV IN. 475.zo INV OUT. FROM MHlz MH-iiA INV IN. 477-95 FROM MH13 / / m� 4. MINIMUM OF 1 OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF = Q > > GRADE = Q > > 475.00T0 INV IN. 483.So FROM LATERAL ' Z O �SSIONaL E��l SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. g E z z z g z z z INV OUT. 477.75TO MHii - = a _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 LO z 8" CL. 52 DIP W/L AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". (4. S/L-W/L) PROPOSED 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY 012" ROOF DRAIN GRADE SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND 485 \/ FILL, 485 / BRIDGE STANDARDS. TYP. 485 485 z / 8" CL. 52 DIP W/L 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN SANITARY SEWER LATERAL z Lu uj ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE TO HAVE A MIN OF 1' OF \ ° \ 45 / (4.5' S/L-W/L) z g � x STANDARDS. VERTICAL SEPARATION 1 4 L W ( / - /) L / a o o w 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE WITH ROOF DRAIN, TYP. o / STR. 7 ¢ to w MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL 48o 48o / (1.3' DRN zo J u z o z U o AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. 480 .-S/L) 480 j ¢ > a U ,A F .6 E L)L)U¢ x _ Qp-'j Q / � ¢ H =O O w w EXISTING / ° DIP 8"0-6 w o o 0 0> g 475 a a a ¢ GRADE 475 / 180.19 LF Qe 0.58% O w¢ w� w w o VERTICAL GRAPHIC SCALE � � � � 8" DIP 475 / 8„ p1P Z% 2.4 475 p ¢ � 2 ¢ a ¢ a w a o / 5 0 2.5 5 io 20cr) iS6.43 LF @ 1.68% MH-11A l05 ZLF 5 > w m w Lu w m w w w Lu uj w w Cn STA:o+oo.00 / w m m¢ w¢ w w n Ln Ln RIM:467.75 / a w 0u w � w Lu ( IN FEET) 0 0 0 0 INV IN. 459.9z FROM MHll > E ° a > 1 inch = 5 ft. 47 ° 47 ° 470 / 470 W z w ww Owc HORIZONTAL GRAPHIC SCALE w w °' s I Ln w Ln w i / z 50 0 25 50 100 200 W W Ur V, Op O W O aH Ol S d S It S W m I CIT W LL ( 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 N cc N r� N N C N rq m N m CD r4 r4 CN .-i N Go m N 7 VI STA: z1+75.0 n O ' ri o VI ELE : 520.1 �I ri + n K: 1 .z4 + in ry N o r n m o d N W LVC: 5.00 N V di > 455 p N m m CV N a 455 525 v > w m >> w w ^ N m o a o o m `N o s m o PROPOSED D w w a o It It o ao LOWPT ST : 20+0 .0100 DOT 5 D. CD- ° ° N VISTA: o+50.0 +o �^ 52O 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 � w w K:lz LVC: .40 oo.00 � m m PROPOSED 8" � � M H 13 - M H 11A N . TYP A B.O. - ASS MBLY 5�5 \ SzA PROPOSED 8'x6" TE , (1) u, m : 1 + .5o u, It o 6" G. . & (1) OMPL TE 0' \ m a LOW PT E EV: 49 .04 ko m W N 510 FIRE H DRAN ASSE BLY DRNG. o VI STA: g+z5.o + z W/L) uW U VI ELE K:3.16 :501.4 N um U \ > N ,> LVC: z5.00 N J \ VERA UBIN PLACE L STA. 11+68 a V) JACKS N CO -U RTC L, ST . 16+28 ,0\vo O PROP SED SOS wMARY ® H505 OT TD. CD i °OWT o STA:1+0.0 OW T ELE : 487-5 ao Q ' U PVIELEV:4 u J > w K:z6.6 mSoo Soo ■ �7 > 1.0 LOW P STA:1 +07.90 Cn W DRNG. LOW FTELEV 486.39 `r} L P I STA:1 +07.90 - - - PROPOSED 8" \ o°o 0Li. A LOW F PTELEV:484. I ELE :486.34 O J LO PT EV:48 .lo °o 0 H00 K:z50 z PROPOSE J 495 CL. 5 DI W/L VI STA: 5+50.0 a P I STAa3+79.0o n LV :10.00 / PROPOSED 8" 6" TEE, ROAD C/L 495 Q U PVI-ELEV:4 Q VCS: 1 +oz.go i ` (1) 6" G.V. & (z 8" G.V. 38?0 v W K:5 .87 v m > ,>� K:31.z5 > m BVCE:486.44 _ w LVC: oo.00 m w LVGl 5.0o m VCS:1 Z+12.90 O �. j 0� 6" G.V. & (i) COMPLETE 8A EVCE: 486.44 0°0 490 FIRE HY RANT SSEM LY 41 490 ' ` O DRNG. PR POSE / / PROP SED W/L) VDOT STD. CO-2 VDO STD. D-z / L.L PR POSED / 'PROP Q 4 8 485 SED8"' DOTS D. CD-1 / z. Oo 485 45° WI BEND �00 000Po z00% PROPOSED 8" TYP A I"1 DRN . B.0 ASSEMBLY & 8" G.V. �J W/L) - 77 / PROP IS 8" W 44A zz.5° /L BENp . W 480 4-/' 1.1'� (DRNG. 15 F3 3.5' 480 j W/L) - DRNG.4.4' unV 12.4' - l0-5 (S/L W/L) (DRNG. 29 36A W/L) - W/L) / EXISTI G L- PROPOSED8" 8"CR SS GRADE DRNG.-W L)W 475 ITH A 8"x6" EDUC R, - r 475 O Q G.V. PROPOSED 8"x6' TEE, (1 13 lz -W/L 5" G.V. (i)CO PLET 4. (S/ O FIRE HYDR NTAS EMBL G LAXIE FARM LANE C L TA. 15+42A IMARF CURIE COURT C L STA 10+ 0= U O 470 M RY J CKSO C/L, STA. 2+27 MARY JAC SON /L, S A. 10 94 470 N wJ wJ w vrI ou m ao °�} 0 o oo m o O O 000 O o o ° o ° O w W 'yi m ^D M H ^l0 0 m O O f? .t d Ol m'6 00 01 M 0 00 W W rl r N O ri 0 rl t r i O O l0 0 0 ° O 0 Om 00 00 m 91) a, 01 cO O m 6 i\ 00 l0 00 C V ll 00 00 l O 1 00 M r 01 Oa, JOB NO.w ` 't It 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 18 520 515 510 505 coo 4`5 /490 485 475 470 465 46o 458 68 STA:0+03.71 - MH9 RIM:521.00 STA:12+35.82 INV IN. 510.28 FROM MH9 RIM:522.50 INV OUT. 5io.o8 TO MH7 INV IN. 517.5o FROM LATERAL INV OUT. 5i1.0o TO MH8 25 ( Ilk ( IN ET ) 1 inch Lr-MH7 ° ° STA:8+31.09 RIM:501.22 ORIZON AL GRAPHIC SCALE zs 100 z ° INV IN. 489.88 FROM MH8 ° INV IN. 489.88 FROM LATERAL 8"DIP XISTIN INV OUT.489.68TOMH6 < ( IN FEET ) 95-79 LF @a 0.73% (GRADE Lu 1 inch 50 IL J ° 220 30 &°S 0 pP LL LL LD D a ri a o N a a P OPOS D +��� o z z RADE 0 ___ _< > > > g F z z_ z g 0 0 N ¢i LL LL t N O O x x 2 i ', ', 2 ° ,01n aa? 00 g 0 o� m m v" sZ Z O MH4 i o 00 O ^ l7 g z_ z z STA:5+16.09 00 °N�°. N N 00 N ¢ RIM:488.85 ° a- o o^ a N a Z p x LLLL INV IN. 475-54 FROM MH5 + Oo O a � m Z + 0 " ¢ E>> 2 2 ¢ Y 0 INV OUT. 47534 TO MH3 =¢>> N N Z 0 F g z z 0 ° 2Lr)E u �v~�ZZ S° CL. 52 DIP W/L m� ° (4.9' S/L-W/L) / V It o o 8" SDR-26 PVC _ _ Oro° j 152.o1 LF 3 47°� ° I2I �SCFO/P / '" _ > Z ¢ " 3.9' S/L-DRNG.) i un EE Z j (1.9' DRNG.-S/L� O 15 � o i N o 1p V. O 0) 0 LL4 Z 39.24 LF @a 1o.o8% 8" DIP_ Y Ln Z - 8" DIP 196.71 LF @a 1.24% (1.0'.DRNG.-S/L) 27 8" SDR-26 PVC CON( 70.87 LF @a 0.50% 18" SDR-26 PVC M SEGP 98.52 LF @a o.5o% 8'. ° S] Spn SZ IS FL N <r Cl r OJ o n W r r OJ o N a N o u� n °J o 'f �6A o u 0 0 o rn rn rn u rn m -z6 PVC 99 LC' So o 72.49 LF @e 7.48% M M M M O O O O O O O O O O O c0 J J J J J J J J J J J n W W W W W W W W W W W W I � �Q m m m m , m m m m m m m m m m m. m m m W W H LD l!1 w lD N 00 0) m O lD ci m O � m 0 lD d' l0 O 00 'D O 1 V1 ~ O m H 0) N 1� m 00 0) Ln ^ O Lfl f N 0) ^ m �0 N LD H W 00 LD 0 m O t� N 'i J J W W N 0) 'i `� O 'i d 01 O1 ' 0� l6 O l0 N 01 CO 0 LD Ln N N O O � 00 m lD '� m �t O N CO .t al W LD LD d S S Ln '� Ln LO m N N O1 ~ 00 'i 'i N 'i N 'i y O 0 O 0 Ol 0 00 0 00 O) 00 m 00 Ol 00 a) n 00 n O n O n 00 n O n O n W 00 O 00 O 00 It 00 n ^ n W l�L In llt Ln Ln In In Ln Ln Ln f S �t �t '1' 13+00 12+50 12+00 11+50 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. 11+00 10+50 10+00 475 GRADE 470 PROPOSED VDOT STD. EW-7 WITH A 150 SKEW. SEE SHOP DRAWINGS FOR CONSTRUCTION DETAILS. CULVERTS TO BE COUNTERSUNK A MINIMUM OF 6". 465 EXISTING GRADE PROPOSED VDOT STD. EC-1, CLASS II RIPRAP WITH A TYPE B INSTALLATION TO BE INSTALLED BETWEEN THE WING WALLS FOR INLET PROTECTION (W=23', L=8', D=2') PROPOSED 0" CL. II RCP NORTHERN 60" CULVERT: 76.10 LF @ 5.35°/ (II-461.54, I SOUTHERN 60" CULVERT: 76.39 LF @ 5.31°/ (II=461.46, I 455 9+50 .47' ) .40' ) 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 MH 9 - MH KAPPA SIG 1-9 475 475 PROPOSED VDOT STD. GR-2 GUARDRAIL. GUARDRAIL PROPOSED VDOT STD. EN SHOP DRAWINGS FOR CONSTI POSTS SHALL NOT PENETRATE PROPOSED CULVERTS & SHALL EXTEND 3.6' BELOW GRADE, AS SHOWN, IN DETAILS. CULVERT COUNTERSUNK A MINIMUI ACCORDANCE WITH VDOT STD. DETAIL 501.05. POST SPACING SHALL BE 6'-3" IN ACCORDANCE WITH VDOT STD. DETAIL 501.04. SEE SHEET 12 FOR DETAILS. 470 PROPO ED END ALL, SE SHOP DRAWI GS FOR ONSTR CTION DETAIL . CUL'E TS SHA L BE COUNT RSUNK MINIM M OF 6". W W LD O m 00 N 00 Oo J J 0 W W LO LD 0 Ln0 LLn Ln 1717 a a a' It -1*tD W LL 1+75 1+00 0+00 CULVERT- COW BRANCH 465 PROPOSED VDOT STD. EC-1, CLASS II RIPRAP WITH A TYPE B INSTALLATION TO SERVE AS OUTLET PROTECTION (W=47', L=57', D=2') 455 465 PROPOSED VDOT STD. EC-1, RIPRAP WITH A TYPE B INSTA TO BE INSTALLED BETW WING WALLS FOR INLET PRO (W=33', L=' PR( NORTHERN 48" CULVERT: 83.35 LF SOUTHERN 48" CULVERT: 79.32 LF MINIMUM 3.6' OF COVER REQUIRED OVER THE CULVERTS WHEN THEY ARE BENEATH THE PROPOSED ROADWAY 455 -7. SEE P OPOSED UCTION GRADE PROPOSED VDOT STD. GR-2 GUARDRAIL. G i TO BE POSTS SHALL NOT PENETRATE PROPOSED 4 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 PROPO ED END ALL, SEE SHOP _, F LL, TYP. DRAWI GSFOR CONSTR CTION DETAIL . CULVERTS SHALL BE -EXISTIN _ a COUNTERSUNK MINIM M OF 6". GRADE \ PROPO: :LASS II EC-1, C LLATION WITH A =EN THE _ INSTAL fECTION AS OUl i', D=2') \ (W=47 (POSED 4 B" CL. II RCP CU VERTS: @ 7.550 (II=46 .56, I0=457.27) @ 7.800 (II=46 .S1,I0=457.32) >> I� 0a0O O mV VJ V 7 a 1+75 1+00 0+00 475 475 UARDRAIL :ULVERTS & iWN, IN ..05. POST WITH VDOT 470 TAILS. 465 465 iED VDOT STD. LASS II RIPRAP TYPE B LATION TO SERVE 'LET PROTECTION , L=57', D=2') 460 CULVERT- INTERMITTENT STREAM 455 455 1+50 1+00 0+50 0+00 �O �m O °D o� EO ,M't J D 0 " V a? O F M 1 >> STR:14 DI-3C, L=8' TP=47075 INV OUT: 463.86 TO 12 PROPOSED GRAD PROPO ED END ALL, S SHOP DRAWI GS FOR CONSTR CTION DETAIL . CULVERTS SHALL BE COUNT RSUNKA MINIMUM OF 6". Y EXISTING PROPO! GRADE '�� EC-1, C WITH A INSTAL AS OUl 457.10 (W=47' 15" RCP 35.68 LF @a 2.41% 15" CL. III R P 2o.58 L @a 3.5 % W W O N N O O N 0It LO W W LD Ln 00 O ID Ln 0 0 a' a Ln a' W LL 520 515 510 SOS 500 495 490 485 475 470 RACTOR SHALL RAISE EXISTING ANHOLE KAPPA SIG1-9 WITH 1ENTAL RINGS SO THAT THE RIM USH WITH THE ASBUILT GRADE. u 46o 458 475 470 465 iED VDOT STD. LASS II RIPRAP TYPE B LATION TO SERVE 'LET PROTECTION , L=57', D=2') 455 2+00 1+00 0+00 NOTE: CONTRACTOR SHALL OMIT 2 POSTS ON EACH SIDE OF GALAXIE FARM S T R 1/+-OUT LANE IN THE VICINITY STRUCTURES 12 & 14 FACILITATE THE CONSTRUCTION OF THESE INLETS. THE GR-2 GUARDRAIL POSTS MAY BE OMITTED IN ACCORDANCE WITH VDOT STD. GR-10 TYPE II (VDOT STD. DETAIL 501.18) SHOWN ON SHEET 12. Lie. No. 035791 .�' 4/29/22 z g� J L Z O � � C F z N o z J L 00 O k�..,� > ; co � (n . J L a L W ZL f zz i w - cn 0 z O w 0 ou z oU I Z i (n o O ou f a L) g 1 J 2 0 a ¢ a a i w w w w w . i Ln m of of o_ o W ¢ W W w W W W n a > W Ln r4 N N 00 N � .m-i N m V V O 0 N W N O z Q Ln Lu W N J J �F ZQ LL W � O a \J w J Zo Z) cr�J Q� u- C6 W= w w r � V X z I --I LLJ J < Zcn (� LLJ LLJ J� I- J~ W � O (-D UN O N 0 w F W _ d U) JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 19 495 m H 00 0 o o ° 0 0 495 0 O H 0 am Om 0 ^ nt ci ri t co 00 cc It It .t Cc o 11 b j cc m Z Z Z O a 0 F m STR:4 49° M o Lo z z z z n MH-i (6o" ID) 490 TP=484.�5 D 00 ao INV IN: 474-74 TOO 6 PR OPOSED " O INV IN: TO 16 GRADE Ln zz INV OUT: 47464TO2 485 485 Fl RB-RFiA 1.3' DRNG.-D RNG. FILL, TYP.' 8" CL. 52 DIP W/L I (2 4' DRNG.-W/L) 48o / 480 z 262 a6 i APE' '76% 24" HDPE EXISTING -77>�- 38.32 LF Qa 2.17% GRADE 475 475 (1.9' DRNG.-S/L) 4 3 27 \.24" HDPE (0.5' DRNG. 138.38 LF Qa 1.88% DRNG.) 470 470 W W ^ 0 OD Ln 00mM It w c° x mw r,t m rn W 100 00 00 S 00 00 LPL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 NORTHERN BYPASS STORM SEWER PROPOSED CRA DE S I K:CO-1 520 24" ADS CLEANOUT S20 TP=516.25 INV IN: 511.10 - INV OUT: 51i.00 \ i PROPOSED VDOT \ / STD. EW-1 \ 515 / 515 / E ISTING // HDPE ° RADE �/ b5UF�2.a77o 510 149 53 / / INV. IN= 14.50 / SOS / 505 to / ry < / ,o Soo / y� Soo PROPOS D VDOT STD. ES-1 495 INV. OUT= 96.00 495 W W J J M Lrl 000 n 0l W W ,Nj N tD O � Ql 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-3B, 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 ww m m J J r!) ri W W 0) m 0 l7 It It W LL 1+00 0+50 0+00 -0+50 STR. 36B - STR 36 505 500 495 490 485 48o 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 STR:$ WITH TRASHRACK. SEE DETAIL DI-3C, L=4' w ON THIS SHEET, OR `n N EQUIVALENT, FOR TRAS RACK. (WITH 6o" ID BASE) �00 TP=488.13 m m0 �0 O 0 0 J 490 INV IN: o TO ES-1 479.5 0^ F F Q 49 O INV OUT: 479.4o TO 6 0 �� p 't�� M� QO ~ °,^tF -0 F_ / D � °It - 3 It - - p vF vl X i 8" CL.' 52 D MVfL ' /,Flw, o zz z zz PROPOSED '� 485 -- RNG.-W/L) TYP. GRADE OF ^ m° 485 0 �° o ° rn ---- °��� 77ROOF2-4 - ��� °sue 4846 0. 80 ( 2 \ EXISTIN-///� 8' DRNG.- �� z z z - - - 80 4 GRAD ROPOSED VDOT STD. EC-1, CLASS I 4 PROPOSED VDOT STD. EC-1, CLAS I 3o" HDPE / FILTER FABRIC U14DERLAYMENT TO RIPRAP LINED IN ET PROTECTION 2' 297.o8 LF 1.72% \ EXTEND TO THE HANNEL's BANK. DEPTH) WITH FILTER FABRIC CONTRACTOR SHALL NOT IMPACT TIF E O BE INSTALLED IN 3011 S REAM's CHANNEL WITH THE BYPASS JUNDERILAYMENT XISTING DITCH FOR A LENGTH OF 8'. 3.6.1.HD 95LF pE @z�5/ STORM SEWER ( L=110't, W1=105', INSTALLATION. W2=18', D=2' ) 475 j, 475 \ _ _ PROPOSED VDOT STD. ES-1 30" HDPE 30" HDPE - 51.94 LF Qa 1.75% 25 197.56 LF ��-69% 468.25' 470 (1.3' DRNG.- 470 DRNG.) i 36" HDPE 465 36.02 LF Qa 1.53% 465 5.7 PPROXIMATE LOCATION OF EXISTIN 8" SANITARY SEW R 460 460 W 000 tD 0 W ^ .t M 00 ,^^ M .t S ^ N OH S �° Ln Vt N ^ 0 m p n M O m a) M w 11wou m 00 Dll m °' M 00 00 m^ S 00 m 00 rb 000 00 00 00 � m 000 00 o`no m 3 wt It� S �oLLLL d S It .t d S d S d It It It � �t � It S 't � I00 -t .t It It It .t S 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 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. of 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. m 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 ~ t0 m m N 0000 m m � mo MO a f 5 4 3 o 30.63 LF Qa 1.37/o DI-3B L=6' 475 470 25' (.3' D NG.- TP=491.17 PROPOSED VDOT STD. EC-1, CLASS I DRN .) - _ , - - STR:30 18" HDPE INV IN: 481.93 TO 40 INV OUT: 481.83 TO 38 RIPRAP LINED OUTLET PROTECTION DI-3C, L=6' o Sg.13 LF Qa o.56r6 WITH FILTER FABRIC TP=484-43 UNDERLAYMENT (L=15', W=6', D=2') 28" HDPE_j INV IN: 478.5o TO 32 27.84 LF Qa o.67% INV IN: 480.00 TO YD-2 470 242 HDPE INV OUT: 477.5o TO 28 100.72 LF @ 1.66% 18" HDPE 107.93 LF Qa z.47% 24" HDPE 20.76 LF Qa 1.21% 465 .t O N a) O 0 M N 0) N M H m It t0 m S 00 M O OM N l0H H N M 00 .t H 01O M 00 O � O ° `o m �0 00 0DW7U 0) m 00 m O M m N m O m 6 m 600 � .t It It m m 00 °0 m00 It It m .t It m It 0100 't 4, m S It m It�t 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+5o 1+00 0+5o 0+00 -0+50 STR. 42B - SWM FACILITY Lic. No. 035791 4/29/22 z g; z VJ 0 I Z � o W` O z J 1 O U �; H . Qt r F ` ui z E t ° F- z ul o u ) Z O Z Z oU 5 � dS 0 0 U Z o it:U F ul o o 0 0U a c, o g as i W IncJ W a a n o o o o > W w W W W W 3 U) m � u, a C W a w W LU Q i K w °C ce U) 0. 0 W Lu CC Lu N 0 m o 3 re 0 WN o o z III N J 704-1 Z w Q W J C L ❑ \_ c � LLI -0 I..L w ZO w Q � Q L Q z o ❑ E w wi--i Q o c /� x Q o E Q ulw J CD z Z r_ w V W Z � w z � o o Mmi w � CC > ocl� it N " W w a W u=i 0 °o JOB NO. 202194 0 SCALE 1"=5' (V) o 1"=50' (H) n SHEET NO. 20 " L H SOS sue. -� ,0 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 � ItO 0 F Ln N O �N mina) W °o al Ol a)�t O J O .t .t S? am :ZzzO F M d > > > > zzzz FI LL, TYP. 495 1490 u L 490 15" HDPE 27.88 LF @ o.5o% EXISTING 485 GRADE 485 480 480 ELU oCID 0+00 0+50 STR. 48B - STR 48 3.6101 qW* 495 't �o o PROPOSED a GRADE a F� A't tJ W m 490 ° > >> STR B Ln z z z :44 DI-313, L=8' TP=488.76 INV IN: 484.o1TORF-i FILL, INV IN: 483.5o TO RF-5 TYP. INV OUT: 482.00 TO 44_ 8" CL. 52 DIP W/L____�l (1.1' DRNG.-W/L) 480 15" HDPE _/�' 28.25 LF Qa 1.6o% XISTIN 475 GRADE 490 PROPOSED VDOT PROPOSED PR POSED D T ST ES-1 GRADE STD. ES-1 STING 485 - - - - - - _ _ RASE 485 111.38 LFRCP 157% 8" CIE. 52 DIP W/L 48o (1.0' DRNG. W/L) 48o PROPOSED VDOT S D. EC-1, CLASS I IPRAP LINED OUI LET PROTECTION W H FILTER FABRIC UNDERLAYMENT4', (L=6', W1 W,=B', D=2') 475 475 lD 0 �t M ^ N Co 0) LD 0 1 0 W 00Co d 00It 00 0+00 0+50 1+00 1+50 1+75 VERA RUBIN PLACE CULVERT LD-269 Rev, 3-83 485 475 470 1 80 15"CMP \ 4 465 14.8o LF @ 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 l0 pl J J O W W W lJ lJ 1 W W 0+00 O+50 STR. 44B - STR 44 475 EXISTING GRADE 1 470 EXISTING CONCRETE HEADWALL TO REMAIN 490 STR:18 DI-3C, L=6' TP=488.17 INV IN' 483.67 TO INV IN: 481.99 TO 18B INV IN: 481.99 TO 20 FIL 485 INV OUT: 481;89 TO 16 / Gg/ 467. 7' 465 48o / 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. 15' 463.601 I 46o 475 W S N O W W N 0) N W W 1+25 1+00 0+50 0+00 RTE 20 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 STATION: AHW Controls 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., 1,o = 4.3 in/hr and 125 = 4.8 in/hr = Shoulder = elev. 488 = CL elev. 488.38 Skew 0 ° Cover Varies n DISCHARGES USED RISKASSESSMENT ADT Q 10 = 3.10 CFS Detours Available Length Q 25 = CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 486.00 So= 1.57% Inv. El. 484.25 Q = CFS Criteria and Significant Impact Ong. Gr. Elev. L= T 11__.3t_ Orig. 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. I Smooth Inlet Controlled (+1.0') w/ downstream riprap. Velocity (6.231t1s) Proposed 15" RCP Culvert(10 yr) 3.10 3.10 0.82 1.0 0.5 0.6 0.93 0.93 0.55 1.7 - 487.03 6.16 N/A is not errosive in concrete pipe & riprap. Inlet Controlled (+1.1') w/ downstream riprap. Velocity (6.4fes) is Proposed 15" RCP Culvert (25 yr) 3.47 3.47 0.88 1.1 D.5 0.6 0.93 0.93 0.55 1.7 - 487.10 6.36 N/A noterrosive 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-3B, L=8' 00 H O N n M OD 3 m a I O W J 00 Z) H m "Ot O Q M II > Ln ] Ii z ROP SED GRADE XISTI G 15" HDPE 47-88 LF @ 3.59% LU W ul N LD J J W W co co 00 W W W 1+00 0+50 0+00 -0+50 STR. 18B - STR. 18 490 485 480 475 495 0 N O 00 ~ N 1 N' STR:20 495 m 0 't UI-36, L=6' m 1 0.. TP=489.00 NI- m� INV IN: 482.64 TO 22B O> F 0 a INV OUT: 482.54 TO 18 n>�z 490 PROPOSE 490 GRADE EXISTIN GRADE FILL, 485 / TYP. 485 STR:ll DI-3C, TP=4E INV IN :IS;" HDPE INVIN 48o 61.30 LF t7a o.90% INV IN INV O 15" HDPE 24.66 LF Qa 1.14% 475 475 I� 0 W lq MEOLULOL a O 00T a a °00 It aIt 00M a 0+00 0+50 1+00 1+50 1+75 STR. 22B - STR. 18 SCOTTiR. CD•LLIN' Lic. No. 035791 4/29/22 z g; I L=6' zo � t t 8.17 483.67 TO p f 481.99 TO 18B Z Ln o 481.99 TO 20 o 0 i JT: 481.89 TO 16 o z O J t H .>. w m i W 7 m \ �t W Z( Ice 1 z w Ln 0 F 0 � z 0 z Z o0 5 0'6 x } U r 0 �: O Ln 0 0 0 0 U 0 g 01 i W J W W 0 a Q a a p p 0 p > 7 w w w w w l to m ur) !n a w Q wLU cx� w p w Ln C O N N N N N N CO a) M a) O\ I '-1 L9 Z 0-' Cn N wO N z w N N J Z� oL W w aJ � J O I -I J L.L L9> O Cn cl� 0 Z 0 °� W Q � Q W w z Ln� X 0 LL QJ U� v LL LL U� J~ LIJ O 0 0 U0 O F I w 0 W oc = a to JOB NO. 0+00 0+ 0 1+00 1+ 0 2+00 2+ o +00 + o +00 + o +00 + 0 6+oo 6+ o +00 + 0 8+oo 202194 5 5 5 3 3 5 4 4 5 5 5 5 5 7 7 5 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 1TANCE-� GRADE 470 ---- ------- ---------------------------------------- 465 , HT.OF --' OBJ=3.5' -- 46o LINE OF IGHT vF I—F HT.OF 1� m C7t Ln Ol l0 cl Ol CO ^ 00 .t t 0 O 00 d ci l0 m to 't�D l0 l0 I� to n l0 t\ l0 CO V1 W CJl CV 10 0 lit l0 f` 1p N fT t0 N O n O n M d n r � r, 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+So 7+00 7+50 8+oo 500 GRADE ------ Soo HT. OF - O B =3.5' 495 PN �p�S 495 _ LINE 0 '/ NCEn3� � SIGH T pISTA HT. OF 51G� 490 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 co m 00t o c) 3 It 00 3 .t a, 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 5 0 2.5 5 10 2i ( IN FEET ) 1 inch = 5 ft. ` EXISTING SIGHT IST,ANCE=1Sz' GRADE 490 HT. OF — — — 490 OBJ=3.5' HT. OF EYE=3.5' V LINE CIF 485 \ SIGH]485 _ \ 4 8o \ S i GT 4 80 PROPOSE \c\� GRA E 475 475 HT. OF OBJ=3.S' 470 470 NORTHERN GALAXIE FARM LANE & MARY JACKSON ` 465 COURT INTERSECTION SIGHT DISTANCE PROFILE 465 O OM ^ It m ry O O 00 ( �D N 00 l0 C2 00 00 m m 00 00 00 00 00 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 EXISTING GRADE 8+5o 9+00 9+50 SIGH DISTANCE=665 --------- --- 485 ffS)C0TT/R.k(!t)LLINS�z' Lic. No. 035791,E o� 4/29w4 SIGNAL /22 E� l 0 480 475 z 470 Z 0 j < F 465 V/ Z L Z O o J L E � 1n U/ 46o > <I W ZL C O O O t O l0 M W W 00 00 C11 O 00 O 00 It It 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 \ I 500 �Tb/ST 495 495 � G . HT. OF _ LINE OF SIGHT 'YE=3 5 �SIGH� TANCE=z$p. /;7HT. 490 490 OF OBJ=3.5' 485 485 480 - - 480 EXISTING` -- - ' GRADE - - - 475 475 I� I� � 0. S lD l0 0) Hi 00 �y Hi V1 O 1� w r. N N O l0 00 V7 1� •i Hi O O O n O. n m Cl O m O 00 m Ol O0 l6 M m 00 Vl ~ al 00 M 0 0) 00 Hi m a, n C11 0) 00 n n 00 n n 00 n + ^ 00 ^ S 00 00 n + 00 3 It It d d .t d .t It 't d S It S d S S 't 't 0+00 o+So 1+00 1+So 2+00 2+So 3+00 NORTHERN MARY JACKSON RUBIN COURT & VERA HT. OF\ PLACE INTERSECTION SIGHT DISTANCE PROFILE OBJ=3-5' \ Soo S/ \ Gy T p//\q Soo y �8\ 495 \ \ LINE OF SI 495 HT. OF 5' EYE=3GH _ S/ TDIS- � =E;z8o, 490 490 �vxHT. O / P E ROPOS485 OBJ=3.5'485 GRADE 48o � - 48o EXISTING - ---- �_ GRADE 475 475 1� N H .+ 00 S m 't 00 o O CP 0) M m 0 d rl N coN O O h M M � O I� O w l0 Ol N 0 C7l O Ol � 00 CT w n 00 M Ln 00 Ct N N M Hi Hi 00 fn O O 00 W O n n 00 n w 0 n m 0 It Ln 't S 't 't d �t S .t .t S It S 't 't S .i > z z i w f N r i ou w > w 0 w Z O S (z = U E Z o U o F j i Ln o ~o 0ou a u > g as i wlu w w p d a 0- 0- Ct i w w w w Cr l to m U) V> n I w Q w w Q Lu � LL o W Ual 1 Lu N .-+ rsi N N N 00 r, M tZ O\i N L 0-' D7 Z N W N O z O-) Q WN JV) a- w Z Q ® J_ LL W Q _ O 0 > ^ C L W Lu L W � � U 3+So 4+00 4+So S+oo 5+50 5+75 ~O z J � Q SIGHTDI TANCE=161' FT. 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 y T 475 475 HT .OF BJ=3.5' 470 �� ' i 470 \TYP. `: SOUTHERN GALAXIE FARM LANE & MARY JACKSON 465 COURT INTERSECTION SIGHT DISTANCE PROFILE 465 O ( M 00 ItM m N p LNn mm ''t °00 ��a� m Ol c6 m m '� 0) O � 't 't 0 't It Q Q Lu U) Wu ® I --I X Q ,�_zI� LJ Ul U) Z V) (n rr< V W W J(/ l I— W � Q o O u O I w CL w 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+So 4+00 4+So 22 ROAD LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME 9ZE CANOPY (sf) TOTAL SITE QUANTITY1 COVERAGE(sf) TREES AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 121/2" cal. 1 452 1 22 1 9,944 AS ACER SACCHARUM'GREEN MOUNTAIN' GREEN MOUNTAIN SUGAR MAPLE 121/2" cal. 1 214 1 20 4,290 LS LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' ROTUNDILOBA AMERICAN SWEETGUM 121/2"cal. 1 238 1 9 2,142 QP QUERCUS PHELLOS WILLOWOAK 121/2"cal. 1 419 1 35 14,665 TOTAL CANOPY 31,031 -UNTY OF.B.1979-44,46 & 47 PLAT COUNTY �� A \ ��� �' / / / COUNTY 19 9-44,B46 & 47V L TGI IA/ / D\ / i COUNTY DEFINED PRESERVED LOT _ STEEP SLOPES, TYP.71 A LANDSCAPING NOTES: 1. 1 LARGE STREET TREE PROVIDED EVERY 50' OF STREET FRONTAGE. \ (S) LS ALONG MARY JACKSON COURT / ✓ LOT j/ A� a. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND 10' MIN. FROM � WATERLINE AND SANITARY SEWER STRUCTURES. I '� 8 ' , A II _ �/ LOT 3. ALL LANDSCAPING AND SCREENING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON ) — _- 6 \ , / / 1' / FOLLOWING THE ISSUANCE OFTHE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE �v / DEVELOPMENT. \ ('� �' \ \ \ \ (4) LS ALONG �\ // ' + '/> ' / 4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY y/ / GALAXIE FARM LANE - THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN / LOT 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 j OPEN \\ LOT 9 / / — / / WAY. THESE TREES SHALL BE COVERED BY A MAINTENANCE AGREEMENT AND SPECIES f {� SPACE C \ TYPES MUST BE SELECTED AND PLANTED IN A WAY THAT MINIMIZES POTENTIAL DAMAGE TO (0.04 AC) \', + ' �\\y�. x \ \ J �, \ -- -- \� -- / ✓ / \ / i/i i' ' ' ' �'� '/ i' ' THE ROAD AND SIDEWALK. O LO I 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 $ ONLYTO SUPPORTTHE OVERALL HEALTH OFTHE PLANT. \ /' \ — — \ z / < I> �> 7. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE\� / ;, .. PRUNED BETWEEN W 2'AND PEDESTRIANS.7'ABOROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES I _ AND /i i 8. TOTAL STREET FRONTAGE= 26 _ II T W s \ REQUIRED STREET TREES,: 86 (1 TREE PER EVERY 5o'OF STREET FRONTAGE) I I LOT ICI \ .>' � \ /'•.. � — w CURIE UR O '`'+i'� +�',i' i+>/'++,/' i'i' >++'' \ X w— 5 AR ALONG PROPOSED STREET TREES: 86 I 12 \ yw w OP S pPU CRO D NOTE: 1,148' OF STREET FRONTAGE ALONG GALAXIE FARM LANE (PORTION OF) I w' x 4 � �w p MARIE CURIE COURT. �+ ' +�, +-,,�,','�•>� , •'�','+''i' REQUIRED STREET TREES: 23 I I ,\I b> PROPOSED STREET TREES: zg I I / � / / NOTE: a,531' OF STREET FRONTAGE ALONG MARY JACKSON COURT REQUIRED STREET TREES: 1 I _ — = _� w " ,/ PROPOSED STREETTREES: 48 —_ _— N j ' X / __ _ / �' ' � I\ i. NOTE: 584' OF STREET FRONTAGE ALONG MARIE CURIE COURT �\ AC p f , + REQUIRED STREETTREES:1z AC) PROPOSED STREET TREES: g LOT \ s \\ \ 13 II A ' LOT I I _ � A/' �' + +�, '> Y , W -- 1 W \\LOT" (4) AR ALONG \ Pp P.� \ \ \ - I II LOT f—\ MARY JACKSON COURT \ \Y \ __ ; I I 3 -- LLI \ \ ;o X C' L�T /GALAXIE LONG FARM LANE'>I1 1 LLI / .-a Lie. No. 035791 , 4/29/22 47j z g� J L Z o� c � p z Lu p Z J L ® H Ln � ` c Lu ca Lu I F z i w U) 0 z O Luz 0 z z O U 0 : L) u Ln O O 0 O I Q U > g 1 J tY OC p I Lu p i w w w w w � U7 m U1 Ln d w Q w w p i w Lnn a > i L Ln i Lu N �" N N N N M r4 N t\O W 0% J I _ _- POND G PLANTING \ I� + I�_ STRIP, TYP_/ -w\ �/ , > ' w, \ ((. \, F ARM 1C T 0-) pU8 B RIWI _ - x x X r � I SIGHT DIST ++ + , + ------�_� `• � �b - — � __ ,PHASE L E > ' `+- --- __ /. LOT + +' > + PROJECT OPEN J> ' 54'>'> ©RqL, SPACE A �+ ' > ' \' , i # / % LOT // / 13 AR ALONG' > \' UAOIy G (o.1z Aq+' '> '+, TOT nor (20) A 15 / / / GALAXIE FARM LANE ', i SALONG ✓* S LOT ;. AREA MARYJACKSON / ', ' /+> / ' 55 COURT , s � OPEN '+ '+'> '>', ' � ' ', ' °, +' > > ' +' '+ SPACE B > > , , r / + , + LOT , 0. AE PROPOSED 6' W ' + ' " >i+>' / ( 144 ) > > XIS-nN � + PLANTING ST IP, / + I , + ++> ',+' / �-' !' STI�EAM> YF.' ' , -J � /C I �\ $ / / ' TYP. � I I + +{'+i>'++'+''++++ �>ij +> +'i +'i ++ � ¢ LOT, ' PROPOSED l M W o I ' iR CE I r '' ' ' , , > > �� $71 RECREATIONAL �'>i'+ , _- /� � LOT ` I +++ >\'++ i �'�� > , , + + , =� g F � _ > � / 1E) I , ~' 4 � ' •✓ +'i Q' O C. / ______ ' ' '+ '> > > 1 + +'' + 'r+i'+> > _ /\ \ / I '+�-+, ,� _ 'i'> TIE INTO EXISTING LbT ° " J ,( ' �' / i + i > i > > SCOTTSUTE2ROAD, / �O QJ�j\Ze \\ d> + ++�+> + , y\T., \ \ �/ / I ' ' f ''>,++i',+'i',+++ ,'+i , + '3 ROUTE z°. LOT r o $$ 1 �,�� ' �V / / v v v v �/ ° �+ `��> I _ _ LOT 0 a i �, + i + # / \` l + '+ '>> P ', + ' >+ ' '+ '+'> '+',+' z, 5 Wow �' \ \ 19 S ALONG + > / �} ,P / \ I 53 I > o_ � LOT ', ( ) Q '+ °+i,� ' ', �o ,4r / G{ +' P C g0,a MARY JACKSON - - a 59 Tot` COURT' ALONG ,CKSSON COURT � - — — — S te. > L \ I E P. — \ l 7 \ \ W / W , + i , / + + LOT / w. W • / 1$ \//\\ LOT \/\ 1n / +S++M+'A'+ifT>�' +' '+�.',i / LOT / ��/ ++ '> % E �+ #1 ° LUT, + °+ / + > > ' > > > , i + + s > , LOT I LOT I I Ivh -v�/ �, > > + > ' ++ - 28 , + + + , > 29— 1 I I LOT I ' + ' + \ \'�� // '+ '+ � + , > 'i > + + + , , + > , > � + , ' > ' PROJECT ' , \\\ + " + + ' � 'ti+,+'++,+'' >+' ii+' > > ' ' i BOUNDARY PeLOT>i LOT LOT 3 LLOTOT \ \ > — \ 2 26 $ \ - _z3— / r-- I > � + pp / / / / // / /, +' , + , +- > >. > > > + +> > GR COUNTY DEFN D 'MANAGED STEEP \ SLOPES' + > > > > + > , >' > > > +>+', W � z N Q ^_j^ i L.L / CONTRACTOR TO M I LL& Q OVERLAY ROUTET I > Q / THE CENTERLINE,, YPI' z / Q -1 QJ O0- � I > CD I Lu � W z z 0Qu Wu wo I —I Q J I J � LJJ LLI (J� LLJ J� 00 u O N b W d Ln \ JOB NO. 202194 3IC\SCALE SCALE 0 1" = 30' SHEET NO. h =y30 ft. 23 County of Albemarle Conaelvallon Plan Clekl6 ct- To 1nlead pon LmRlmape, Plana (H.Lt ook Pp IU-284-111-297 for complete speciRwtions) 1. The fTreallnwlo neahIII be sLan'n an e lan: � s tbeslhmaaved; mp ® Limin of claenog (cuaida dnphee of tram mba eevedy ® Locefionimi of techvefmd tya P o ng 0 cmdennangea rmp,N�lne walla nrwaua; 63 Proposed nenching or tem�dinghryondtbe lirmte ofclmrieg. 2. ➢9ffkI Ll Allt smbesavadsbaDtemarkadwith ri nbboaatahei tclead v e ideal mW rmoe P Y tye °P LlNo gading shell beg fit Meem mmL'ng hanM iospectal m mid appmvMbye Comanry lnspecfr. J. PreConmree Conference; Ll Treemservation mdp t n nine—shml ate. a EambatubOperation d animate El Heavy eFoiPmem lueelatralEc and etorage ofcoitoomon mmmods inducting sail Shag notbepmmitted wiltinthe dnplita oflrea to be saved. S. Sell E-ke.and SI ate, Del-m, OevNm: ® Suddevi hml oladvmelyaff ttreswbesavml 6. 111 � E mtpmninad wat[in lW fat oftne dnpline oftrmstoce saved. 7. ToideM@rfl: Ll T -mat al. shun wbe Morel witWn IW too ofthe doP We ofma$ to be saved. S. r h Pm loe Ll T lob m d thin le feet of a proposed buddi pading ecfivity a beprotecled by f®e g. U Fmmngshallbempla vdshallbeuspectsl dgpp byaCounty nape orpnortogradingorwmw om 9 Tne Welle ® teb. It d t wFvvval mum be raised within the dnPlina ofe free to be saved etreewml shall ba Prwidadand enenalrlwbOn tle�l .submitted far approval 103rve Walls ® lvhm lee ground level mud bet werM wiWin the dnpl'meatrce[o be smni,ahce well shell be provided; mW acomWenon detail aenni tred far approval. 11. Tre"vhmn and Too n I When henh' g .Teiiedvotbinf berate Fakuve,,'t AsH be d as fa may Gem the hmke of. ve peeefl. TmmemE ender a term me shall be caraidered ae an alternative hen ilis anticipated totmoesaary trenching will deanoyf«dm raots. 12. Cleanup; ® PmtMivefmc sbmlbef imlitmmmmoveddmiebtbefinnlcimnep. 13Da-eedTon- ® DaaaI hem shall reafa�mmeaiatmy byp�unng,frfily�ion oroNermethodr recor�mended byahw epmisliel. NOTE:ITISTHEOEVEL PEWS RESPONSIBILIT TOCONFERWITHTHECQYTRACTORONTREECDNSERVATION REQURLEMENTS. ^w�e ernN^TrieC —021 1-1 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Put. 1 of 1 1992 3.38 "M "M •M N ••I 9WIU EENCE� � •M ~ COFD FENCE i V3nL fENCE CORRECT METHODS OF TREE FENCING .. ��;-- CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE SOMI Va. DSWC DI-401 Plate 3.38-2 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. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. NOTE: TREES UP TO "CAL. SHALL BE STAKED WITH-2"C HARDWOOD STAKES. TREESS OF 4" CAL. OR LARGER SHALL BE GUYED WITH (B) EQUALLY SPACED; TW ISTED, AND TURNBUCKLES. LHOSE AROUND TRUNK. FLAG WIRESES WITH WITH V TAPE. REFER TO SPECIFICATIONSTIONS FOR FURTHER INFORMATION. � GUYNRES 'NTH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE -= L \ .2"X2' HARD AUGN TOP O�,F STASTAK KES ES l� U i X ULl]1 SAUCER T DF TREE l I�I q I n IppI 1 MIX 'I AMENDED SOIL /I I\ t�✓" /AIYI\� 1IN MOVE BURLAP �TOPT 1/3 OF BALL ASSHOWN I IIIIIIIIIII I I- CARIFY SUBSOIL TO a MIN. DEPTH OMPACTED SUBGRADE Evergreen Tree Planting Detail Not to Scale I t I (5) LS ALONG \' MARY JACKSON COURT NOTE STAKED. EES TREES F4"O 4"CA . SHALL BE \ STAKED. GUYED "CAL OR LARGER I 4 1 SHALL ,TWISTS WITH EQUALLYSPACED_ (2) %i HOSE AND DTURNBUCKGAUGE WIRE WITH AROUND TRUNK ABOVE LEBRANCHE HOSE AS - / (/ AROUND LAG WIRES WITH BRANCHES AS COURVEY TAPE. REFER TO SPECIFICAT ADDITIONAL INFORMATIONIONS FOR I OPENI SPACE C' I �+ (0.04 AC) \ DOUBLE STRAND /12 GAUGE WIRE - NTH RUBBER HOSE k TURNBUOCKLES 2-X2- HARDWOOD STAKES, �AUGN TOP OF STAKES "::� / I I I \ UL(AI BADGER LOT I I I t SCOTT/R. ClnCLINS'Z Lie. No. 035791 a p 4/29/22 o&IOPITAT. Ye1S0`�ytV Z NISHED GRADE AMENDED SOIL MIX O -- =1 L 77----�WT AND REMOVE BURLAP FROM \ TOP 1/3 OF BAIL AS SHOWN Tj_ U - SCARIFY SUBSOIL TO 4- MIN. DEPTH U a 2 ur)� i -----__COMPACTED OMPACTSUBGRADE I I � 0 ( Tree Planting and Staking Detail Not LOT ® Z 5) L a m 1 I I 13 11 F�1 �' k I I LU ED C U) W ' I — I ° __�=�� Q L f 2 / I \�L- - — F- z L (4 LJJ L LJ MARY JACK f LLIt l/l - I LOT �4 Let Z i w g Let 0 F J 0 Let I- Ln Ln g 7 O 1- LL f J w In w Z OU s as _ U Oz U U F- O � O ~O p U w > 5 � 0' O Q d d > J �W W W W W (n In In U a w a w w o i LU CIw � 1r U) a > LU J W CI L W , �I ° z l / N \ N \ N N N N N N N .O i -� / .--I Don t\O - M cr .-I N .--I N MO V rI V o O \ N / - - SIGHT DIS I J \ i 0 L9 i \ I \ �FFOJECTBOUNDARY �P a LOT \ 0 0 v TY PROPOSED � / /+� '+ ' 4 N D LINE P. — — L \ � / } / { ++i' .Y2 AC++)' ' +• `�i ' y''� ++� IIIIIIIIIIIIIIIIIIII� ;.rJ 3 LOT to T.M.91-13 \ �I \\\\\ - - i 55 ) Q •16 o COUNTY SCHOOL BOARD OF _ \\ - __ - pi EB'�' ' a ALBEMARLE COUNTY, VIRGINIA LOT- II LOT --I - \ - 3 , ' LOT o+ Ai _ D.B.1033-313 41 t 4 I 1 = - - --- ------ - - - -- ---� -- r—I \ 56 0 D.B.1033-313 r I� I ---- --� - -- - -, ' ' CvI w .a D.B.619-368 PLAT III =__ _ / I ----- LET - - - - - -� O -- / — — — _ o� I� I — m �I 43 —� I — ,I — � I = =t LU 7 N LOT ,/ ROC EA710NAIL E+ I I QJD a _= = a _ _ ,`_ ---= /' -- = - _ ==_� - - = F-. OPEN'SPACE w o I; — — — — -_ / ___ i -- / -- z <�W c 5 ' --- _ I ---- LOT ' s II __ L - W LOT - LOT k =__= / / I LOT _ L T LOT LOT LOrT � LOT � \ ) T I 47 -- 8 - - — O i 2 53 i + G' -- I 46 4/ I I 49 5 �5 % LOTALONG' Q o i fi a 19 S ALONG . W ( )Q 45 / / I I / o ao ' o - - - I = __- c MARY JACKSON a f ---- �_(19) Q LONG - 0 i� P COURT' / I 5 °: )- MARY JACKSON COURT - - - i � PROPOSED � W - l PLANTING / -- - / ---- z-- .:-- — /, z s \- I -- J--- STRIP,TYP. - - -� I I/d + + + + + + + ' + + (20) AS ALONG w w w w w w w w— w— / _V1ARY JACKSON MARY JACKSON COURT \ w w. w w N 'w w - - - T =280' w \ _ PROPOSEDi�UBLIC RO L w W C� w LIMITS OF PROPOSED SIGHTD PUBLIC RIGHT-OF*-Y, 3 - TYP \ Q r -- (20) AS ALONG D - - - - �- L _ I \ ' • ' � • � (19) QS ALONG - � - - - -- - - - - _- -- T`; ) � - :., - � - - _- < •. >' ,. ° " - � � z - - - ---JACKSON(-- ---- - - 1 -- - MAR OURT .' - � J --- , - - - - � - r ' 1 MA z -- I it != / p' - ! jI II I I I wI w ---- L I'I LOT �_I:I" I / I :% LOT�LOT I =r LOT I LOT LOB. -J LOT L(�LLJ T { 8 =-_ _= LOT- LOT LOT — �4 33 �fi LOT I LOT LOT, W 3 37 / 36 35� / - 3� 3i 3D I 0 L(ST ! j _ - O LOT OT zz - — - 27 J / - - v T L�5 - �4' (n I r, • I I 1 / — —� — — -- I F— — I , I w —f % L-Z — -- —____= 1 I — �_ ------ ----- ---_ — -- — r' — I O x / O COUNTYDEFINED `o MANAGED STEP U t) w — m T. A-B �- - -Of 0 OP;EN ASE IV,AVINITY � L \ �� i - oep - _ AVON P E �TIE�,LLC T.M.91-1- E// _ -�6 JOB NO. D.B. 7-750\ AVINITY ESTATkLL / / / / i' / --- -- -- --- — — — — — — / ' 202194 D_B.48 228 L T B. 51 D.B.4990 -A PL T �'?�IIC SCALE SCALE D B 558 �379 A T — / / _' _ / / - T M-91 6 D 3o s 3o Ba Ito L" 00e � I / / / /i - FRATERNITY 1 1" = 30' a - - -_ SCOTTSVILLE ROAD HOLDINGS LLC / C 0 KAPPA SIGMA D.B.55 PG,608 PLAT - sH24 0. _ — D B 3257, PG 702 ( IN FEET ) //// / oo 0 1 inch 30 ft s 1 = — -- — Page 611-14 April 2015 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC4.1) Standard 1. For long-term stationary work more than 3 der on divided highways havin 8 Y days) Y)g a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED W21-5aR even though only one shoulder is being closed. For ( )h, g Y g operations less than 3 days in duration sin assemblies will only be required on the side where the shoulder is being 8 Y re q g closed and a RIGHT SHOULDER CLOSED 21-5aR slg n shall be added to that side. (W' ) 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 Option: the posted speed limit is 45 mph or less. 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter mother 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 lush -intensity amber rotating flashing. or' oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber 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 ImPh7 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 50 450 500 550 600 55 495 550 805 660 60 540 600 660 720 55 585 650 715 780 70 630 700 770 1 840 Minimum taper lengths for Limited Access hiqh%vays shall be 1000 feet. Shoulder Taper='h L Minimum Channelizing Device Spacing Location Speed Limit(mph) 0.36 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, Construction Access" 80, 1211' Spacing may be increased to this distance, but shall not exceed one access er A 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 hurter space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. 8. A truck -mounted attenuator (TMA) shall be 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 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 be placed as needed. 1: Revision 1- 4/112015 2 / { \ \ A "END ROAD WORK" \ `gp19 Qr/igT SIGN (G20-2) "ROAD WORKAHEAD" SIGN (W20-1) April 2015 Stationary Operation on a Shoulder (Figure TTC-4.1) SEE NOTE 1 �i SEE NOTE 1 ->_i "ONE LANE ROAD AHEAD" SIGN (W20-4) Page 6H-15 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 W21-5aR SEE NOTE 1 SEE NOTE 2 W21-5bR SEE NOTE 2 W20-1 r 611-52 April 2015 Typical Traffic Control Lane Closure on a Tiro -Lane Roadway Using Flaggers (Figure TTC-23.1) OTF C dance: L Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 50W-800' where the posted speed limit is greater than 45 mph. 2 Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H--3. Generally speaking motorists should have a clear line ofsightfrom the graphic flagger sl7nbol sign to the flagpir. ion: 3. Where Rightof-Way or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs may be Used. adard: 4. Flaafatnoa stations shall be lasted far enough m advance of the work space to permit approaching g traffic treduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 611-5). 5. AD Daggers shaft be state certified and have their certification card in their possession when gg performing fagging duties (see Section 6E.01. Qualifications for Fla- err). 6. Cone spacing shall be based on the posted speed and the values in Table 61 on Page 611-6.n 7. A shadow vehicle with at least one high iuteusin amber rotating, flashing, oil oscillating light shall be parked 80'-120' in advance of the first work crew. Ion: 8. A supplemental flagger may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flat station or insetted traffic. dance. o. If the queue of traffic reaches the BE PREPARED TO STOP (93-4) sign then the signs, and !fused tM portable temporary rumble strips (PTRS)r, should be readjusted at greater distances. 10. ]Then a highway -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 highway -rail grade crossing, the temporary tra is control zone should be extended so that the transition area recedes the hi hw '-rail .Zr P g al crossing (see Figure TTG56for additional information on highwYn'-rail crossings). adard: 11. At night, flagger stations shall be fllummated, except in emergencies (see Section 6E.08). ion: 12. Cones maybe eliminated when when using vehicle or whin the total roadway width is 20vehicle�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 flagger is Visible to road users approaching from both directions, a single flagger. positioned to be risible to road users approaching from both directions. may be used (see Chapter 6E). adai d:l J. When approved for use three of table tea ran- rumble s shall be installed act 1 pp p po m (FIRS) snip ors the entire travel lane adjacent to the BE PREPARED TO STOP M'34) sign. The portable temporary rumble strips shall be monitored and adjusted as nec'easen during the work shift to ensure proper placement on the roadway. When the PTRS are installed. the RiIIBLE STRIPS AHEAD (W'20-N-26) sign shall also be utilized. 11 Posted Speed 0-35 36-55 h 11 PTRS Spacing Center to Center 5 Feet 1 8 Feet 1: Recmon 1- 4r1::01E MAINTENANCE OF TRAFFIC PLAN: SCALE 1 "=100' u \/ O � �RS'l'rio O'9lq J April N15 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure ITC-23.1) �- 1* _ 'W _... G20-2 V T -500. Page 6H-53 NOLLVIS 1:130OVT.1PT s o SEE NOTE 4 e-s SHADOW VEHICLE REQUIRED P SEE NOTE 4 0 00 W-100' 0 FLAGGER STATION °c, SEE NOTE 2 IF j SEE NOTE 1 + Bps g W20-7 SEE NOTE 1 F _ ARED ;^q 1PORTAOLE STOP F'sE NOTE 9 SEE NOTE TEMPORARY na"a"f 1 W20.V28 RUMBLE STRIPS SEE NOTE 14 SEE NOTE 14 SEE (OPTIONAL) NOTE 1 W2P4 SEE .. NOTE 1 'A -� W20-1 1. R.� i-iou 1 - 4 1 2015 \ \ \ I SIGNS TO BE EVENLY SPACED BETWEEN THE PROPOSED WORK IN \ STATE ROUTE 20 AND MILL CREEK DRIVE. FINAL SIGN LOCATIONS TO BE DETERMINED BY THE CONTRACTOR. CONTRACTOR SHALL \ AVOID DISRUPTIONS TO EXISTING CONDITIONS (i.e. STREET \ SIGNS, PRIVATE MAILBOXES, DRIVEWAYS, etc.). SIGNS SHALL HAVE AN APPROXIMATE SPACING OF 290'. -��LIC W) SINGLE LANE CLOSURE ALONG _ v F , & VARIABLE WIprN ROAD, REQUIREOD FOR MILLING ($0 & OVERLAY WHERE THE PROPOSED ROAD CONNECTS 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 AHEAD" SIGN (W21-5bR) SIGNS, PRIVATE MAILBOXES, DRIVEWAYS, etc.). SIGNS SHALL HAVE AN APPROXIMATE SPACING OF 235. W20-7 SIGN i Page 5H-5 Table 611-2, Taper Length (1) Posted Speed Limit (mph) Width of Offset (Feet) 9 10 11 12 Remarks r 2� r 9� 105 115 125 - z L- S W/60 30 135 150 165 18011 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 1 700 770 840 " Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the 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 - 6001 65 645 - 675 70 730 - 760 1: Revision 1- 4/1/2015 "ONE LANE ROAD AHEAD -SIGN (W20-4)1 i "RIGHT SHOULDER CLOSE / AHEAD" SIGN (W21-5bR) i i "BE PREPARED TO STOP" SIGN (W3-4) Sp GRAPHIC 'SCALE ( IN FEET ) nch = 100 "ROAD WORKAHEAD"� SIGN (W20-1) "END ROAD WORK" SIGN (G20-2) SCOTT/R. CbLLINS'Z Lic. No. 035791,1, p 4/29/22 �� Os v Z G s � IOnrnr E z g� t Z c 06 F ZLU 0 Z J t O i to [ U/ � � u ^> W _1Q [ L F r LU z E Ce1 H ' Z w r v) F- UV w w f d5 2: Q f V O O F Z in O O O} OV a V > g a5 J 0 a Q CLLU f> 0 ce Y 1 w w w rL w to m V) a i w Q w w Q i ED Of w ce in a j i w � LU � N ti ^ \ � �O N fh a er ,Ny C' 6) Z N WCN CD z z < Q WCN N i Z< Q I --I W Q L_ LL _ i r WLU LL p Z� �w aU LL Wa U W Q X z LU Ul Q z w J Z� (D� w w W 0(D UCN O N O rY w w 2 rZ to JOB NO. 202194 SCALE 111=100' SHEET NO. 25