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HomeMy WebLinkAboutSUB202100179 Plan - Revision 2022-01-04GENERAL NOTES OWNERS: TMPogioo-oo-oo-oogoo GALAXIE FARM INVESTMENTS, LLC 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA 22902 TM P oggoo-oo-oo-oi5oo 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. 50 5.og ACRES 09100-00-00-01500 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 PRO ZONING WAS APPROVED BY THE BOS ON DECEMBER 4TH, 2019. TOTAL PROJECT AREA: oogoo-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 PRO REZONING & APPLICATION PLAN 65 TOTAL DWELLING UNITS/13.36 ACRES = DWELLING UNITS/ACRE PROPOSED DENSITY: 65 DWELLING UNITS/i3.36 ACRES = 4.42 DWELLING UNITS/ACRE OPEN SPACE: REQUIRED: 3.83 ACRES PER APPROVED PRO REZONING & APPLICATION PLAN PROVIDED = 4.31 AC OPEN SPACE A: 0.14 ACRES OPEN SPACE D: 1.25 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 REQUI RED: zoo SFx65 UNITS =13,000SF(o.3o AC) TOTAL RECREATIONAL AREA PROVIDED: 1g,i67 SF (0.44 ACRES) BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM -35 FEET PER PRO REZONING APPLICATION PLAN SETBACKS: FRONT SETBACK: 5'MIN. SIDE SETBACK: 5' MIN. REAR SETBACK: 20' MIN. (EXCEPT FOR UNITS ADJACENTTO VERA RUBIN PLACE WHICH SHALL HAVE A 5' REAR SETBACK) GARAGE SETBACKS: 18' MIN. NOTE: FRONT LOADED GARAGE UNITS, THE PORCH OR BUILDING FACE SHALL BE A MINIMUM OF 3 FEET CLOSER TO THE STREET AS MEASURED FROM THE FACE OF THE GARAGE DOOR. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: MOORES CREEK (MOORES CREEK IS NOTA WATER SUPPLY RESERVOIR WATERSHED AREA) AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY&SURVEY: BOUNDARY AND TOPOGRAPHY INFORMATION WAS PROVIDED BY ROGER RAY& ASSOCIATES, INC IN FEBRUARY, 202o. FIELD VERIFIED BY COLLINS ENGINEERING IN FEBRUARY OF 2021. DATUM: NAVD88 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 (i) OFFSTREET SURFACE PARKING SPACE IS PROPOSED FOR EACH ACCESSORY UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. PARKING REQUIRED: 59 RESIDENTIAL UNITS = 118 PARKING SPACES 6 ACCESSORY UNITS = 6 PARKING SPACES 22 ATTACHED UNITS x (1 PARKING SPACE/4 UNITS) = 6 SPACES TOTAL PARKING REQUIRED: i3o 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 3 ONSTREET PARKING SPACES: 3 TOTAL ONSTREET SPACES TOTAL PARKING PROVIDED: 130 SPACES BUILDING SITES: EACH LOTCONTAINS A BUILDING SITE THAT COMPLIES WITHTHE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LAND AREAS: OPEN SPACE: 187,744 SF 4.31ACRES (32.3%) LOTS: 265,375 SF 6.o9 ACRES (48.36%) ROW DEDICATION: 128,464 SF 2.95 ACRES(22.1%) PROPOSED IMPERVIOUS AREAS: ROADS: 71,750 SF SIDEWALKS: 19,450 SF BUILDINGS, PATIOSIDECKS: 93,178 SF DRIVEWAYS: 28,320 SF TOTAL IMPERVIOUS AREAS: 224,098SF (5.14ACRES) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS PROPERTY. FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO426D DATED FEBRUARY 4, 2005. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 2.79 . . STREET 3 TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREETTREES EVERY 40' 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 INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER &SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED PROFFERS. TOTAL PROPOSED NUMBER OFAFFORDABLE HOUSES: io UNITS SEE LAYOUT SHEETS FOR LOCATION OF AFFORDABLE UNITS, AS SHOWN WITH AN ASTERICK (*) PHASING: THIS PROJECT SHALL BE DEVELOPED IN ONE PHASE. 43 (SUB 202100179) SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA GALAXIE FARM SUBDIVISION ROAD &UTILITY PLAN T.M.9v-v3 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B.=33-3v3 D.B.z033-313 D.B.6v9-368 PLAT GJ LOT 40 ' \ LOT LOT 38 i LOT 37 T M.gzAv-E ZNITY ESTATES LLC NITY ESTATES OPEN SPACE E D.B.2267-750 D.13.5v24, PG.676 36 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 STREET- VERA RUBIN PLACE IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAY AND WILL NOT BE MAINTAINED BY THE DEPARTMENT OF 7RANSPORTA77ON OR THE COUNTY OF ALBEMARLE. OFFS17E DISTURBANCE.' OFFS17E DISTURBANCE IS PROPOSED WITH THIS PLAN ON THE ADJACENT AWNITY ESTATES PROPERTY, WHICH IS ALSO OWNED BY THE SAME DEVELOPER. AVAILABLE FIRE FLOW 1,750 GPM AT MINIMUM 20 PSI ISO CALCULARONS MAXIMUM REQUIRED FIRE FLOW FOR RESIDENTIAL STRUCTURE IS 1,100 GPM. / / / / / / T.M.9v-vo COUNTY OF ALBEMARLE,VIRGINIA s3 D.B.1979-44,4 6& 47 PLAT �3AyE:C J 3 u LOT LOT j LOT vo FF LOT 9 LOT LOT v4 Q i / LOT 7 , �I v6 \y,>w .\ \ -;, - .:; •:; .::: •:; .:: '.�.. • . .. ...• •.. 23 LOT i LOT .ti zz LOT LOT LOT LOT v7 \ \\,\ z v8 t zv o v I OPEN.• 9 SPAC\ � \ f \ \ ¢R13DSE>1 \\ \ l -.- P 'O G \ t T.M. I ,. v-a6Az 9 i TT VILLER ROAD :'��•�::'' \ SCO S O OLDINGS LLC C/O KAPPA SIGMA FRATERNITY \ _.:,,>.: .:. /..;...:•..:•.::.:: •.:; .::.:: •.:; .:; .::.'; .. ;;• \ - J Ji •. DAao.PGnoz \ `\F:,_ '•J'.�•.::)�:: •::: •::: •:: f::: •�:: •::: �::'' -1 *.. .. .. . ... .. .. ... .. .. .. ... .. I::'� \ \ \ i / GENERAL BUILDING DEPARTMENT NOTES.- 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVA7ION 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 THE 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. J. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT. NOTES 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DIS7RICT 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 WITHIN A DAM INUNDATION ZONE. 5) ROADWAYS AND PAVED CIRCULATION AREA = 60,634 SF. 64 J� 707UCHMpNp Q. INTERSTATE 6 PIEDMONT VIRGINIA COMMUNITY COLLEGE SOUTHERN PARKWAY MILL CREEK MONTIICCE\ LLO HIGH LAKE REYNOVIA Q SCHOOL CALE ELEMENTARY SCHOOL LJ THIS t� PROJECT 0 MILL CREEK Cij� J•(Ev SOUTH 0 Q VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS 2 EXISTING CONDITIONS 3 OVERALL LAYOUT PLAN 4 SITE PLAN 5 SITE PLAN 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 11 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 21 DRAINAGE PROFILES 22 SIGHT DISTANCE PROFILES 23 LANDSCAPING PLAN 24 LANDSCAPING PLAN 25 MAINTENANCE OFTRAFFIC PLAN 26 TOTAL SHEETS LEGEND EXISTING FENCE UGE UGE EXISTING UNDERGROUND ELECTRICAL UGT UGT EXISTING UNDERGROUND TELEPHONE OH EXISTING OVERHEAD ELECTRICAL EXISTING EASEMENTS -W W EXISTING WATERLINE �s EXISTING SANITARY SEWER EXISTING DRAINAGE PIPE 0 EXISTING DRAINAGE STRUCTURE ® EXISTING SANITARY SEWER MANHOLE zoo PROPOSED CONTOUR EDGE OF PROPOSED PAVEMENT EXISTING TREE LINE EXISTING GRAVEL 1MENESNOMMEN1 DRAINAGE DIVIDE - - - 2pu- - - - EXISTING CONTOUR EDGE OF EXISTING PAVEMENT EXISTING CURB EXISTING ASPHALT PAVEMENT EXISTING CONCRETE EXISTING ASPHALT PAVEMENT PROPOSED RIGHT OF WAY COUNTY DEFINED PRESERVED STEEP SLOPES COUNTY DEFINED MANAGED STEEP SLOPES PROPOSED SIGN PROPOSED STORM SEWER PIPE PROPOSED STORM SEWER STRUCTURE PROPOSED SANITARY SEWER PIPE OO PROPOSED SANITARY SEWER MANHOLE PROPOSED ASPHALT DRIVEWAY PROPOSED CURB PROPOSED ASPHAL T PA VEMENT PROPOSED ASPHALT PAVEMENT REPAIR PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL W PROPOSED WATERLINE PROPOSED FIRE HYDRANT PROPERTY BOUNDARY LINE 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TIC DENOTES TOP/BACK OF CURB EP DENOTES EDGE OF PAVEMENT 506.71 Tw PROPOSED SPOT ELEVATION 506.21 ow TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION SCOTT/R. Cb'LLINS'Z �-I Lic. No. 035791,' A 12/28/21 ,4j F Z w z 2: 0 0 0 U l J Z 0 ¢ M aS � � z z ¢ M ZW�0 p U 0 o ¢ w iD � ¢ m LU ? � > a r W �U1 c L9 z� t` M w N O 1 1 1 N W Ulcam/] U 0 w w a � JOB NO. 202194 SCALE 1"=80' SHEET NO. 1 SEPTEMBER 17, 2018 PROFFER STATEMENT FOR APPROVED ZMA 201800012 PROFFER STATEMENT Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tax Map Parcel#: 09100-00-00-00900and 09100-00-00-01500 13.362 acres to be rezoned from Residential R-1 ("R-1^) to Planned Residential Development ("PRD') Anna Marie Witmer and David S. Witmer are the fee simple owners of tax map parcel 09100-00- 00-00900 (the "Witmer Property"). Mallie P. Haynes and Jasper L. Haynes the fee simple owners of tax map parcel 09100-00-00-01500 (together with the Witmer Property, the "Property"). 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 pan of the rezoning and it is agreed that the conditions are reasonable. 1. Affordable Housing. The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent (15%) of the total residential dwelling units within the Project that is in excess of the number of units that are allowed by -right (the "15% Affordable Housing Requirement"). Prior to the approval of ZMA 2018-_ . the property had a by -right development yield of 15 dwelling units. If there are more than 15 dwelling units within the Project such that the 15% Affordable Housing Requirement is applicable, the Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to, for - sale units, rental units, and accessory units. A. For -Sale Affordable Dwelling Units. The Owner may meet the 15% affordable housing objective by constructing the Affordable Dwelling Units. For purposes of this Proffer 1(A), "Affordable Dwelling Unit" shall mean any unit affordable to households with incomes less than eighty percent (80%) of the area median income (as determined from time to time by the Albemarle County Office of Housing) such that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty percent (30%) of the gross household income; provided, however; that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VEDA) PROFFER STATEMENT GALAXIE Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tax Map Parcel#: 09100-00-00-00900 and 09100-00-00-01500 13.362 acres to be rezoned from Residential R-1 (1111-1") to Planned Residential Development ("PRD") Anna Marie Witmer and David S. Witmer are the fee simple owners of tax map parcel 09100-00- 00-00900 (the "Witmer Property"). Mallie P. Haynes and Jasper L. Haynes the fee simple owners of tax map parcel 09100-00-00-01500 (together with the Witmer Property, the "Property"). Anna Marie Witmer David S. Winner, Ma llie allre P. Haynes and Jasper L. y p Haynes shall hereinafter collectively be referred to as the "Owners." The Property is the subject of the zoning map amendment application #ZMA-2018- 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 Cou nty my Zoning Ordinance, Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as par of the rezoning and it is agreed that the conditions are reasonable. 1. Affordable Housing. The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent (15%) of the total residential dwelling units within the Project that is in excess of the number of units that are allowed by -right the 15/Affordable Housing Requirement"). . Prior to the approval of ZMA 2018- , the property had a by -right development yield of 15 dwelling units. If [here are more than 15 dwelling units within the Project such that the 15% Affordable Housing Requirement is applicable, the Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to, for - sale units, rental units, and accessory units. A. For -Sale Affordable Dwelling Units. The Owner may meet the 15% affordable housing objective by constructing the Affordable Dwelling Units. For purposes of this Proffer I A), "Affordable Dwelling Unit" shall mean any unit affordable to households with incomes less than eighty percent (80%) of the area median income (as determined from time to time by the Albemarle County Office of Housing) such that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty percent (30%) of the gross household income; provided, however; that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VEDA) maximum sales Price/loan limit for first-time homebuyer programs at the beginning of the 180-day period referenced in Proffer IWM hereof (the WHDA Limit"). The Owner shall impose by contract the responsibility herein of constructing and selling the Affordable Dwelling Units to any subsequent owner or developer of the Property (or any portion thereof). Such subsequent owner(s) and/or developer(s) shall succeed to the obligations of the Owner under this Proffer 1; and the term "Owner" shall refer to such subsequent owner(s) and/or developer(s), as applicable. (1) Role of County Housing Office. All purchasers of the for -sale Affordable Dwelling Units shall be approved by the Albemarle County Housing Office or its designee (the "Housing Office"). At the proposed time of construction of any Affordable Dwelling Unit, the Owner shall provide the Housing Office a period of one hundred eighty (180) days to identify and approve an eligible purchaser for such affordable unit. The 180- day qualification period shall commence upon written notice from the Owner to the Housing Office of the approximate date the Unit is expected to receive a certificate of occupancy from the County (the "Notice"). Such Notice shall be given no more than ninety (90) days prior to the expected issuance of the certificate of occupancy, and the 180-day approval period shall extend no less than ninety (90) days after the issuance of the certificate of occupancy. Nothing in this Proffer 1 shall prohibit the Housing Office from providing the Owner with information on income eligibility sufficient for the Owner to identify eligible purchasers of Affordable Dwelling Units for approval by the Housing Office. If, during the 180-day qualification period, (i) the Housing Office fails to approve a qualified purchaser, or (ii) a qualified purchaser fails to execute a purchase 'contract for an Affordable Dwelling Unit, then, in either case, the Owner shall have the right to sell the Unit without any restriction on sales price or income of the purchaser(s), and such unit shall be counted toward the satisfaction of this Proffer 1. This Proffer 1 shall apply only to the first sale of each of the for -sale Affordable Dwelling Units. For the purposes of this Proffer 1, such Affordable Dwelling Units shall be deemed to have been provided when the subsequent Owner/builder 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 I B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Dwelling Units may not exceed the maximum rents established in this paragraph 1 B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Dwelling Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Dwelling Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph IB. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Dwelling Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph IB. At least thirty (30) days prior to the conveyance of an interest in an For -Rent Afford y y y able Dwelling Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 1 B have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Dwelling Unit, the then -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 I" on Sheet 5 of 9 the Application Plan shall be bonded prior to creation of any lots. The second portion of Galaxie Farm Lane Connection, labeled as "Road A, Phase 2" on Sheet 5 of 9 of the Application, shall be bonded prior to the creation of the fiftieth (50r") 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 1B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Dwelling Units may not exceed the maximum rents established in this paragraph 1 B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rem Affordable Dwelling Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term'). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Dwelling Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 1B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Dwelling Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 1B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Dwelling Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 1B have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Dwelling Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable 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 ("VD0i 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 (91P) certificate of occupancy. Until such time as the County determines to submit the Galaxie Farm Lane Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Galaxie Fans Lane Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for roadway improvements. The Owner's improvements shall be dedicated at such time as 3 WITNESS the following duly authorized signature: Owners: By: Anna Marie Witmer By: David S. Witmer By: Mallie P. Haynes By: Jasper L. Haynes 5 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 0 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fay (434) 972-4126 November 13, 2019 Nicole Scro Gallffrey Enterprises 912 East High St, Suite C Charlottesville, VA 22902 RE: ZMA201800012 Galatia Farm Dear Ms. Sere, The Albemarle County Planning Commission, at as meeting on October 15, 2019, recommended approval by a vote of 6:0, for the reasons stated in the staff report, with changes recommended by staff to reduce the density to match the Comprehensive Plan recommendation, and changes to the application plan. The commission approved by a vote of 4:2, for the authorization of the private street request on Road E only, for the reasons stated in the staff report. The commission approved by a vote of 6:0 for the requested sidewalk modification with the condition (listed below) and reasons stated in the staff report. Condition: 1. A free (5) foot sidewalk across the length of the amenity area, outside of the stream buffer, will be provided for access to and from the lots and connect to the sidewalk network along the public streets. The commission approved by a vote of 6:0 for the requested planting strip modification for the reasons stated in the staff report. The commission a roved b a vote of 6:0 for the cur n pp y 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' M an Nedost MM P Principal Planner Planning Division cc: David & Anna Marie Witmer 444 Rockwood Dr Charlottesville VA 22903 SCOTT/R. CL?LLINSZ Lic. No. 035791,E A 10/1/21�� w Ul Z J J 0 U Z l< 0- 0 l< O I..L LL W H4 X J l< ( V V ) LU LL LL O i— I w w a if) JOB NO. 202194 SCALE N/A SHEET NO. 1A / N1.THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS / I I BASED ON FEMA MAP NUMBER 51003C0426D ADOPTED / FEBRUARY 4, 2005. TH 0 2. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY ROGER / / / Lic. No. 035791 n / W. RAY & ASSOCIATES, INC IN FEBRUARY 2020. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN FEBRUARY 2021. i / \ ✓ / / / / / / / / / I 16 10/1/21 �4 3. PRESERVED AND MANAGED STEEP SLOPES ARE LOCATED ON / / \ / / / / / / / �� G% / THE PROPERTY AS SHOWN. NO PRESERVED STEEP SLOPES / / / \ \ \ / / / J / / / / / / / / 1 SIONAL t ARE IMPACTED WITH THE PROPOSED DEVELOPMENT. / MANAGED SLOPES SHALL BE IMPACTED IN ACCORDANCE / TMP: 09100-00-00-01000 / TMP: ogioo-oo-oo-oo8Bo WITH ALBEMARLE COUNTY REQUIREMENTS AND REGULATIONS. / I \ OWNER: COUNTY OF ALBEMARLE / OWNER: COUNTY OF ALBEMARLE \ SCHOOLBOARD �� 1 ACREAGE: 8.34AC 4. 100' WPO STREAM BUFFER IS SHOWN. \ ACREAGE: 8.33 AC ZONING: Ri RESIDENTIAL 5. EXISTING WELLS SHALL BE ABANDONED PERMANENTLY IN / / I ZONING: RiRESIDENTIAL 1 / D.B./PG.: 1979/044 ACCORDANCE WITH THE VIRGINIA HEALTH DEPARTMENT D.B./PG.: 1979/044 / GUIDELINES AND REQUIREMENTS, AND IN ACCORDANCE WITH 12VAC5-630-450. / EXISTING STREAM / EXISTING POLE AND OVERHEAD EXISTING TREELINE POWER LINES TO BE REMOVED z EXISTING COUNTY / EXISTING GRAVEL I J RESERVED / / I / / Ln 0 ROAD TO REMAIN ac="�� STEEP SLOPES PES / / o J L of EXISTING WPO a N76'260.43 ... ti 56658 E V A _ / �TREAM BUFFER i \ / ry _EXISTING BUILDINGS p\ / / �ja° CHORD BEARING ICHORD DISTANCd LINE RADIUS I LINE LENGTH Cl S75°40'51"W 1 149.57' 1 5689.58 1 149.57' C2 S76°48'59"W 1 25.09' 1 5689.58 1 25.09 C3 S73°32'54"W 1 173.95' 1 1472.4 1 174.05' ACREAGE: o. 2AC \ / i rvir: uyiuu-uu-uu-umiuu - I Y:N \ ZONING:\ Ri RESIDENTIAL / OWNER: COUNTY OF ALBEMARLE _ I `" \ WB/PG.: 1 276/132 I \ �/ACREAGE: 1 .8oAC SCHOOLBOARD 5 ZONING: R1 RESIDENTIAL / l / D.B./PG.: 5258/620 / \ /EXISTINRT Rp E SLOPES EXISTING POWER LINOES TO BLE DE REMOVE DD/ / o I I l \ I I \ \ 90 EXISTING 15" CULVERT / BE EXTENDED / a4 \ \ \ \ \ \ TO (PANE TANK / \ l e I / / / / EXISTING SANITARY SEWER / ( TO REMAINEXISTING PR � � � / B �� E REMOVED L T \ EXISTING CULVERTI / \ / I I I I \ \ I I PAVEMENT D TO BE REMOVED / Y \ l / // / / v �� / EXISTING GTO BE FARML9 5�59 9 -LANE ROW TO BE VACATED \ 6 \ I s (z z) \ 20' ROW, 2o' PAVEMENT LIMITS OF PA DEMO �� L `, EXISTING PAVED DRIVEWAY / /� � \ ti �\ V / \ TO BE REMOVED / O // / D.B.198-59o,592 PLAT I A PROPERTYLINE \ i 20�V / /T1N PA EDDRIVEWAY, / � D.B.219-26iPLAT rT0BE REMOV D_ a as w / s 334 w B.219-357 s NE / 3zj \\ \ / EXISTING BOUNDARY �Ny1j5'05W D.B.61g-366 368 PLAT V O4 42 F RM LP sa V // TO BE VACATED _ E / m -- �z TMP: 0910000-00-01300 GALAXIEFP 3 1 OWNER: COUNTY OF ALBEMARLE —�V A r - - ,rr 03 52 IS h5 / N SCHOOL BOARD \ / ACREAGE: i5.96 AC /5�, / �{ 6 IF 179.19' IZONING: Ri RESIDENTIAL I sa, \ `_ 47°5 5" 126.9 / r C / I / k2,��/ //6`��y'''s/ g ' 3 2, Pp / D.B./PG.: 1o96/737 0 "\ \ / r / s��s^ EXISTING TREELINE \ J /o I / O� ` v PORTION OF EXISTING GUARDRAIL\ 1 TO BE REMOVED EXISTING BOUNDARY =2 E �` / EXISTING FENCE / / / s. 6.y�'3�' / k TO BE REMOVED (' 4 7 — TO BE VACATED s b�.• ao L TO REMAIN / a� a I i O o / e 2 Q �s \ EXISTING TREELINE / h `0/ / / / // / / / / I \ / ` EXISTING F; /CO NAGED STEEP _ / \ / L ( v. N J / � / / / / SLOPES,TYP. �, I � f TO BE REMOVED / / / / // / / / TO BE REMOVED o I I 1 — �k /j // / / / / / / \ / 1 I SANITARY TARY S WER EASEMENT ��hc� LO CS EXISTING FENCE z > a TO BE REMOVED \ / / / / /// / / / EXISTO BE REIMOVED _ I (D B 3179 90a 95) PLAT / / ( \ \ \\ Q Z / / / EXISTING a, EXISTING TREELINE,- / / // / // DRAINAGE DITCH \ TO / BE REMOVED / EXISTING COW S 10yj /j/ / / / / , p 1 BRANCH STREAM ' O EXISTING GRAVEL DRIVEWAY / TO BE REMOVED EXISTING BUILDINGS � /—' _ LJ' _ _ � / \ � � �/ o/— / TO BE REMOVED l / K„ I ��J / / TMP: ogiAo-oo-oo-000ft / / / / n9 ( I / / OWNER: AVON PROPERTIES, ILL C / / / / / EXISTING FENCE \ "� '' I ` O ACREAGE: 0.83AC EXISTING 0' / / Z TO REMAIN `/\ ZONING: PRD- RESIDENTIAL I 3 /// / - (J I `EXISTINGWPO _UTILITY EASEMENT / PROPERTY LINE \ STREAM BUFFER ZJ D.B./PG.: 4894/228 / / / TMP: 09200-00-00-01800 "' < V OWNER: WOOD, WENDELL W 'LL \� / f ,� / ACREAGE: 153.24 AC \ S S a,. n J�1 \ / �✓ % /� D.B./PGZONING: RURAL7 7 674 U L '� 6 �- \ EXISTING SANITARY- EXISTING UNDERGROUND _ g4' j' SEWER TELEPHONE LINE _ \ —ost TMP: o9iP.i-oo-oo-000Eo \ \ I �¢ / / �—� / F" OEXISTING 12"DIPWNER: AVINITY ESTATES, LLC =� \ TMP: ogioo-oo-oo-oi6Do —.ACREAGE: 2.24 AC �_ --\ �� WATERLINE \ OWNER: SCOTTSVILLE ROAD EXISTING j0' 4 W ,t` / ZONING. PRD - RESIDENTIAL HOLDINGS, LLC BENCHMARK I --- D L24/676 _ ' / \ I I UTILITY EASEMENT /// / J NOTE: THE STREAM BUFFER SHOWN HEREON \ OC, ACREAGE: 2.22AC \ TOP OF SEWER r' I \ ZONING: R1RESIDENTIAL I TMP: ogioo-oo-oo-oi6Ai MANHOLE / / � / / / SHALL BE MANAGED IN ACCORDANCE WITH \ D.B./PG.: -- ---- __ _ 3 I I OWNER: ALBEMARLE CARTER o THE ALBEMARLE COUNTY WATER PROTECTION 3257/702 ELEV: MOUNTAINS MANAGEMENT CO 473345 ORDINANCE. \ F" U) ZONING: R2RESIDENTIAL D----- _ E" I 1 x 1� ✓ �� — —� �� °� \ I .B./PG.: 348o/o68 CD �Y,a"q/ \ / F- II ,�,�� ►III I �� w w JOB NO. I \ \ \ 202194 GRAPHIC S��LE� SCALE '' / / o so ,20 2a0 lit = 60' / II Ll u) IN FEET ) SHEET NO. T.M.92-1zB FRAZIER, BEN & MARGARET A D.B.521, PG. 518 PROPOSED T.M.gi-8B -LOT LINE COUNTY OF ALBEMARLE,VIRGINIA (TYP.) D.B.1979-44,46 & 47 PLAT BLOCK�1\ 0 42 E 40�• % 1 � l /\ \ PROPOSED LOT 7 // / v BUILDABLE �LOT8 J I / / AREA(TYP.) V6 O A VA\ A V /✓ i i� , bPIErf ''• p \ / v % \ 2 N76'25'14"E '.SP.ACE'C••': .. A\ \) LOT 11 � \ \ \ \j � i �� - -\ a22o�\ SLOT 5 2+00 12 -T LOT MARIE CURIE COURT I '' . • . • . • . • . • . • . • . • . • . • '. PROPOSEDPUBLIC ROAD ��'a,':'•':•'.'•';•',•';•',•','•',••;••,••,:•,'• :•,, W - / (49 ' PUBLICR DU - OPEN :: '• LOCK 7. - - P k BLOCK 1 S ACE D 13. 83 •'a• �i I � LOT 13 II ' \ 9.p � (\ \ 11 I \ � '. ;': •• � , 1- _ - _ --_� - � '' \\ � \\ \l LOTz `11 II 11 I, 1\ �.•.•' •.•' •;�, •'f, D.B.20 - 1 33 3 3 •rrr `- ,, G6<.o \ \ ;%\ \ \I -- �I II ! 1 1-, -_-\ .., ,' '. �;''�,• D.B.2033-313 z \ \ LOT 1 LOT 4 / j ; :.•; , .'; ®I - / _- LOT D.B.61g-368PLAT \BLOCK 11 li LOT L _ - GREENING B • S�8? ALAXIE FARM LANE 18+00 d .- r+60 E6Pt) 2+00 F 17+ - IDTF+PkfBL+C4F 25.43' I I M AXIE FAR - _ ---- _ - � .: I la ; / , .-- - - �. _ GAL • - � I J LOT 5y • , . • LOT 15 ' - OPEN364 4.00/ - \ � - - - - - - - - SPACE A � . • . • . • .. , . , . . • . • .; . • ti � \ \ 9' -_ 560'33 52 E Q7 LOT 55 oa AC o it LOT.4Z. \� \ 117.14'-47�-7`4rr'E�2fr95,_------ - OPEN _ LOT • OPEN - - ' •' - - -!� LOT 6 0-44 A(SPACE B , I S I- - -_-- --- -- SPACE E - r ---- - - - - _ (2.44AC) 'BLOCK - .: d 43 I I I I I I u LOT s7 / 1 F 11- aw BLOCK / L0T_ �•'.•.•': �. � I LOT`49 LOT 50 LOT 51 LOT 52 I z � J LOT 44 LOT 45 LOT 46 LOT 47 LOT 48 I LOT 53 - LOT 58 r a i � I I I I III III I I I I I I 11 1 I I i I I Lo 59 \ LO GI( 2 ry `I \ , a } �I / 0 � I O > •. O a -1 it 7 Q' Q O I i v 22+ --a- \ ✓ :•':• Q: Jam. - LOT \ ` i ,w • FO Q ��QJ \ - O PnOPO_OAfJ t C� -I �- � LOT av`'v> � :� , ��• �. a 1 i 9 0 _ � \ LOT � Y'.-•' O a \ O a LOT pr T.M. z-18 I '�' � ✓ 9 J 21 • + WOOD,WENDELLW DB II I I I I II ti I III LOT I LOT 2 LOT 1 LOT 3o 2 I I LOT LOT fi LOT 35 LOT 34 33 3 3 LOT 9 L � LOT LOT LOT LOT '. �. LOT 38 LOT 37 LOT 3 LOT z8 I. I I I 2 2 23 22 PROPOSES '• �'' LOT 40 I I I III I � I � z7 z6 5 4 `�" swMF 4: • • ;�•'• LOT I � � LL - - � 39 `L1: L1 L1 LL1 -1 :L1 J L 1 L-1 P -' h 1` BLOCK 5 J BLOCK 6 n , s8s8' _ s1ssT000 .• N 9-1I6'45"W 974.25 T. M.g1A-B T. M. g1A1-E T N39 0 OPEN SPACE,PHASE IV,AVINITY AVINITY ESTATES LLC AVON PROPERTIES,LLC AVINITY ESTATES OPEN SPACE E 42 i1 D.B.2267-750 D.B.2267-750 T.M.gl-16D o S7 09'4211W D.B.4894-228 PLAT D.B.51zy, PG.676 SCOTTSVILLE ROAD HOLDINGS,LLC + \ 2 4' C/O KAPPA SIGMA FRATERNITY p o D.B.3257, PG.702 - D.B.550, PLAT 6o8 / T.M.9116A1 \ \ T.M.91-12A THOMAS, DANNY B SR WB.176, PG.131 D.B.1049, PG. o86 PLAT BLOCKID REZONING PLAN ACREAGE REZONING PLAN PROPOSED USE REZONING PLAN MAX. ALLOWABLE UNITS REZONING PLAN PROPOSED UNITS PROPOSED DEVELOPMENT ACREAGE PROPOSED DEVELOPMENT USE PROPOSED DEVELOPMENT MAX. ALLOWABLE UNITS PROPOSED DEVELOPMENT PLANNED UNITS LOT NUMBER LOT AREA sf BUILDABLE AREA sf LOT NUMBER LOT AREA s BUILDABLE AREA sf 1 6,216 3,529 31 5,236 3,179 1 2.2 AC RESIDENTIAL (SFD &SFA) 12 12 1.93 AC RESIDENTIAL (SFD) 14 14 2 6,754 3,967 32 5,229 3,173 3 6,074 3,084 33 5,221 3,167 2 0.95 AC RESIDENTIAL (SFD, SFA,TH) 8 8 0.67 AC RESIDENTIAL (SFD, SFA,TH) 7 7 4 4,903 2,996 34 5,164 3,122 5 5,762 3,396 35 5,034 3,014 3 0.76 AC RESIDENTIAL (SFD, SFA,TH) 10 10 0.81 AC RESIDENTIAL (SFA,TH) 6 6 6 6,604 3,828 36 4,991 2,981 7 7,282 4,281 37 4,983 2,975 4 1.65 AC RESIDENTIAL (SFD &SFA) 11 11 1.37 AC RESIDENTIAL (SFD) 13 13 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 5 1.43 AC RESIDENTIAL (SFD &SFA) 11 11 1.17 AC RESIDENTIAL (SFD) 13 13 11 5,225 3,176 41 8,688 5,737 12 4,976 2,888 42 5,767 3,391 6 0.81 AC RESIDENTIAL (SFD, SFA, TH) 13 13 0.82 AC RESIDENTIAL (SFA, TH) 12 12 13 1 5,353 3,262 43 6,313 3,876 14 7,482 5,065 44 5,973 3,759 7 3.37 AC OPEN SPACE N/A 3.64 AC OPEN SPACE N/A N/A 15 5,831 3,557 45 5,685 3,532 16 6,883 4,301 46 5,411 3,313 8 0.46AC OPEN SPACE N/A 0.44AC OPEN SPACE N/A N/A 17 6,031 3,560 47 5,206 3,148 18 2,661 1,595 48 5,094 3,056 TOTAL 65 65 65 65 19 1,994 1,443 49 5,079 3,047 20 2,006 1,455 50 5,088 3,056 21 2,742 1,656 51 5,097 3,065 22 2,997 1,880 52 5,121 3,079 23 2,201 1,669 53 5,273 3,319 24 2,066 1,521 54 2,009 1,102 25 1,970 1,427 55 1,500 1,000 26 1,923 1,374 56 1,500 1,000 27 2,455 1,439 57 1,500 1,000 28 5,089 3,062 58 1,500 1 1,000 29 5,237 3,182 59 2,024 It ti 30 5,243 3,185 1 1 1 T.M.gi-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979 4 - 6& 47 PLAT T.M.91-13 �YY SCHOOL BOARD OF ARLECOUNTY VIRGINIA GRAPHIC SC ( IN I FEET ) 1 inch 1= 50 ft COUNTY OF, D.B.197c SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.1o8o,173 PLAT SCOTT7R. CTI•LLINS'Z Lie. No. 035791,`D pow 12/28,121 �4 �=` InXTAT. E�G� z g� z O J � � � ` u o ZQ w o Z O � J ` i O Vl w m c _ Lr) < Q ui r z i L9 z� M M 01 N M W N z O Q W N J > a z z oQ a Q w 0 j L9 O O Q z a Q J x LL Lu Q H4 LLJ w X \\ / ul _j Q O H Q W w H J� 0 O N w w a JOB NO. 202194 SCALE 1" = 50' SHEET NO. 3 GENERAL SITE PLAN NOTES: 9° �'s-i+i'i ,i' • T. M.91 —8B 2. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER T.M.91-10 �� ' ,' i+'' COUNTY OF ALBEMARLE,V ZIA T ��' CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES COUNTY OF ALBEMARLE,VIRGINIA / �i'' �� \ \' +i'a' i•i+', B.B.1979-44,46 & 47 PL ��� BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL D.B.1979-44,46 & 47 PLAT PROPOSED VAR/.WIDTH \ CONTACT ENGINEER E INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY RETAINING WALL MAINTENANCE 6ti \ ADDITIONAL NOTES: CONCRETE OR PAVEMENT BEING PLACED.SCOTT R. LINS'Z PROPOSED RETAINING WALL EASEMENT(D.B.PG._) \ + PROPOSED LOT LINE (TYP.) A THE 2o' PROPOSED LANDSCAPE BUFFER SHALL BE LOCATED C) 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENTTO THE SANITARY SEWER MANHOLES TO ENSURE SEE DESIGN ON SHEET '�pl I _ — — \'sg ' +++' • " WITHIN AN EASEMENT ON THE INDIVIDUAL LOTS. THIS BUFFER U Lic. No. 03579111. THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND a �' RSEKI,/ �I I I ' `-� / ^ \ \ ' ', ', IS FOR THE DOUBLE FRONTAGE LOTS 1-4 ALONG MARIE CURIE 12/2821 DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS 5 z REP 1 I I / / \ COURTAND GALAXIE FARM LANE. �ro� �cq� ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL �' BOTH UNITS LOCATED ON LOTS 23-z6 SHALL BE AFFORDABLE ' �gyt PROPOSED PUBLIC RIGHT-OF-WAY �� I I LOT / / a' ' • DWELLING UNITS MEETING THE AFFORDABILITY ONAL E w VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR TO EXTENDTO THE PROPERTY LINE FOR/ Z V \ I i / \ PROPOSED BUILDABLE AREA (TYP.) REQUIREMENTS AS STATED IN THE APPROVED PROFFERS. IN 5 i - PROPOSED LOT LINE (TYP) ) -/%v / \/ \, COUNTY DEFINED z CONSTRUCTION. INTER -PARCEL CONNECTION TO TMPgi-io �� i i \ \ �I ] ,� / \ \ + i i 1PRESERVED STEEP ADDITION, THE BOTTOM UNITS ON LOTS 22&27 SHALL ALSO y. ONSTREET PARKING IS ONLY PERMITTED WHERE SHOWN AND LABELED ON THIS SHEET. NO PARKING' �/ '/ \ \ \�I f " I ,� // / / / \ \ �F03a' a•+' +a SLOPES (TYP.) BE AFFORDABLE DWELLING UNITS MEETING THE w SIGNS SHALL BE INSTALLED IN THE REMAINING AREAS. ONE (2)'NO PARKING' SIGN SHALL BE INSTALLED - _ j� + + EVERY 1 0. , _-� � � � LOT - \. I I � -' / < + , a AFFORDABILITY REQUIREMENTS. THERE SHALL BE (10) / yr 5 54 \ \ 8 \� L _ _ ' / / / LOT \ AFFORDABLE UNITS TOTAL. z 5. ATRAFFIC MAINTENANCE PLAN IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. — \ z / — / 6 \ © THE SIX (6) PARKING SPACES ADJACENT TO LOTS 22-27 ARE \ O THE TRAFFIC MAINTENANCE PLAN SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON. j - i � i \ ✓ � \ \ I � / / > \ ,>' ', +i'a++ / � o / A CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TRAFFIC MAINTENANCE PLAN . -- � � �' � ' RESERVED FOR THE ACCESSORY LOWER LEVEL UNITS FOR \ G\ \ I / / / \ / SUBMITTAL. LOTS 22-27. ONE (1) PARKING SPACE IS ASSIGNED TO EACH o / / PROPOSED VDOTSTD. \ \ \ / ' v� LOT o \ / \ / % UNIT. THE UPPER LEVEL UNIT EACH HAVE TWO (2) SURFACE • 'NO PARKING' SIGN (RLn 71� �\ \�\ 9 �� \- 8 i 39' ` �/ / \ / / / / // �•+ ',�+ ',•+i'++,++,i+i',i,i'•+, +++, 'a + / PARKING SPACES IN THE DRIVEWAY. Z OREN a \ \ / / 0 ' +, + •, LOT \ i \ \ / e `�$.\ \ / / / / / \ ii +ai +ii + , • '� ' + ` C) .O+ i10'04 ACC, .R \\. \\ �� \'.. ° \PROPOSED S_ \ + a'ii + ' , ' • ' i+ ' i ' i ' a+ .� U) 3 LOT \ i PROPOSED VDOT STD.\ CONCRETE SIDEWALK- \ ' a + ' + ' , ' •I' i+ , PROPOSED VDOT STD. / \ �' + + + i + • + ' , ' • Z F- A Q /. \ \.'NO PARKING' SIGN(R7-1) 9 (TYP.) //f✓ LOT \ a +, i'•a, i'i a+a ++i' •+a' IC' '•'a '+ • '+ , ' • ' ' ' yS n 51+ + + \�S/ \\ yl PROPOSED VDOT STD. \ \ __ _CG- D ENTRANCE TYP. \ 'NO PARKING' SIGN (R7 1) �r' FRONT PJ / < \ 5 \ I ' ' + ' + + + iy Z a� + I i' , ' , + + , r) + ,' •' ,' •' ' + ' aaa' i U Q s • �'' ,� - - - - o= \ SETBACK ( PROPOSED PUBLIC \ ++' + ' , RIGHT-OF-WAY (TYP.) R \ \ ., \ { n i 'a a + +� '•'' + , • ' , s 'i • • , , Z Q u y i + + i+ + +i si •a U FI > LU 12 0 O Z \ + , + + + 12+00 % �ti , + \ \ 1 3 a + 24 s' _ LOT EIP i 409 R �� -MARIE CURIE COURT �' i �/\ m m zo E�P \. 11+00— — PROPOSED PUBLIC ROAD u N I 12 (49'PUBLIC RiW) i s 'i p0' i GOWBRANCHWSTRE9\M,a' \• ' , ' • ~ W i PROPOSED + + i +a , + ' , ' + • ' , ' • , ' , , Y' + + + + + ' s • ' + ' , ' • + + + PROPOSED SINGLE FAMILY _ L _.--� 75 � � _ • � \ j� - 7z °. P •� ,'. PROPOSED VDOT STD. a a , + • , ' , , , , , • + + i + , 'i , , ' , ' ,tea , + , + ', • ' , � '" UI DETACHED HOUSE W/� _ -- - - - PROPOSED VDOT STD. >" 6x — — 'NO PARKING SIGN (R7-1) i ' ©p�N, , + ai , ' • ' , ' , ' • ', ' ' , + , , ' , ' , ' • ' , ' , + + ' , + , > rn \ PROPOSED6 I +a'['aPA ' ' ' i, ' + ' a ' >+ ' a+ ' +s ' ,•+' i+ ' +, ' i• i+ + + + • ¢..+ , ' , , + c> TWO CAR GARAGE (TYP.) - - QO STOP SIGN (R1-1) � PLANTING STRIP (TYP.) , i , + + • • � i ' i , + ' . ' , , , , , � , ' , �' , , � r I PROPOSED ,. ... I$3 k STREETSIGN 64 I1 (, 5a, ) , + + ' s + ' + ' , ' + + , + , ' • • ' , 'a ,\� + ' + ' i, ' i ' + . _..�,' , a , + , a , a , + / +ii • i •, + +i aii+ + i >�, i+ ' +i a i+ ii , +i i + • , + i •• i • ++ •+i i ' 'i a i+ + ii + + • + 'a i a i + i ,•++ i } i a ii i • ii + + • + i ' i co I I LOT I13 \,n Oq �L i'" \ \ I I I I \ 54 i • ' + ' , ' + , i , • + + • + + , 'i • + 'i , ' , + , , + + \ • . ' , ' • , + ,', + .+ ,+ •.'' ,, ,+aa a PR_OPOSED VDOT S_TD.) PROPOSED VDOT ST\ \\ \\\ I T CG-6 CURB (TYP'NO PARKINGSIGN (R0.-1)LO 7z I I I I I \ I -I\ �' + + + • 'i , 'i • ' , ', + + �+ a ' + , s • ' , , + ' + + ' + , + ' + , a , + i + • + ' + • ' ' + , + , i + , • 'i ,+'� +, , ' , , , a , a + + ' + , ' + • + + '+ i ' + , , ..t.,:.:, i , + i , ' '• + 'i, '+ >, ' • , , ' • • ' s' , ' ,' +• ' ', a+, a ' ' O PROJECT BOUNDARY 10LOT + + c Ln I I PROPOSE v, L—I I — _-I 1F`I �\'N w\ -\ I �\\\\\ \\ \\ \\'\I�,�`\- NAR. WII III II I f - I II I � \f +�/>/�s'• /a,++iaa's +a + _,+' , +', _• ') + a + a, i, >, '' ' ,, ' '' s '' '+ i,, �+ 'i 00 LOT • ' ' , ++ + ' +' a,i�',+ ++ '' +, + ' ,, ++ +,' + •+ ' +'+ a+a'i ++ , i ++ + + , +,+• • , iYa-.1, +• )+'+�, �++i'+'PR,OPiO'ia S3E_a uDi,ia V+, PRIMITIVEDORDRAILT aSTDiw LOT PROPOSEDS'CONCRETE SIDWAL+ +a, • ~ N w-.0 UJ �+ RT, ,SEE DETAIL IDTH SIGHT PROPOSEDRETAININGWALL/' LLJ LOT DIAE EASEMESEE DESIGN ON SHEET B LJ PROPOSED VDOT STD. PROP OSEDVDOSTD. \ (D.BPG. PROPO'SED PROPOSEDVDOTSTD Lr) 'NO 7 O PARKING' SIGN (R71) GRIGHT-OF-WAY SPEED LIMIT SIGN (R2 'POPSEDAR.WDTH PROPOSED 4' PRRETAINING WALL MAINTENANCE BIKE LANE o W PROPOSED6 PROPOSED VDOT STD. \ STREETSIGN EASEMENT(D.B. PG. z PLANTING STRIP (TYP.) STOP SIGN (Rl 1) coE- TIE INTO EXISTING / PROPOSED PROPOSED 20' ' . ' + ' ' ' a + ' + + + ' • + J ) - - - , ' , a s ' • ' + ' , ' , ' i ' + PROPOSED = I DRIVEWAY. CONSTRUCTION PROPOSED VDOT STD.. _ - - - - - - VDOT STD. LANDSCAPE EASEMENT + ' , ' , ' , i, ' +`y+ ,STREET SIGN > U SHALL BE CONFINED TO THE I SPEED LIMIT SIGN (R2-1)- -- 125 ' p-CG-1z(TYP.)----- - (D. B. PG. _) \ a +. a i a • + i +'i + a +'`, .N TIE INTO EXISTING GALAXIE FARM LANE. -SUBJECT PROPERTY &PUBLIC , , ' . '•r '' O y _ Q' a , o Lu SIGHT DISTANCE-z8o' - - - - '• ' RIGHT-OF-WAY, AS SHOWN. " ` PROPOSED VDOT STD. i CONSTRUCTION SHALL BE CONFINED TO Q ' I - THESUBJECTPROPERTY&PUBLIC �- ' SPEED LIMIT SIGN (Rz-1) FARM LPN 61 3oo'R N - RIGHT-OF-WAY, AS SHOWN. 1 8+00 I -� �� - --r}Ai.IE fj 1 2+00 \ i O� > ° I 00 3 Ep PU8 RIW} / / + STPNCE'-15? 16+0 — $�— — �p5 4,Nt P OR W1p-fF{pl1Bt�. 4\ \ �0 4 a o 0 �l �� - PROPOSED I w - SIGH TIE -I TO EXISTING M s S'.FRONT 17+ sx�ly_ � - VDOT STD. ii _ a _--fi4+00 _I % ++ + z5 SATE RTE. 2o, M 3 �ti - - �_ _ I , ' , , , , ib �... S TTSVILLEROAD a� SETBACK - - -ECG-12 (TYPJ PROPOSED -ry - - W a �'.. _ +'� - _ 3o.0'R a , + N STA. 1o+o0 0 STREETSIGN _. w �- a + PROPOSED VDOT STD.' N n -- - DIST 1 -- - -.- CG-6CURB(TYP.) ry , + + + + + + + + , + + + s ,a + , , + , a y a PROPOSED , + + -a / _ ----_ ' �� i o 73' + + 10 J ---- ' ' -- ' - - + + + + ' , ' + ' + a MAIL KIOSK a +. a' �p !' ` =? a+ ++ a, >+ ' a+ 7 O - - --� + + , _ ' PROPOSED VDOT STD. a + ' o PROPOSED VDOT STD.. - - ' + ' + ' ' ' ' a, ' o + PROPOSED 5' PRIMITIVE + , , ' i a , , , , •- -_ _- +,'+ 0 �Q. tv Q i + + "NO PARKING' SIGN (R7-1), a + + a a ry �, .STOP SIGN (R1-1) 1 + PROPOSED VDOT STD. a, , , + • , , ' , ' a+ • 5 LOT ' ' ' a' +a TRAIL, SEE DETAIL SHEET 10 ++ + , ' ' • , , + + a, + PROPOSEDVDOT STD.' + 'NO PARKING' SIGN R 1 a , , , , , , , + + s • _ + ' , • , , + s ' n v CV s + r ,' • + , + , \ LO 5!} ' ' ' ' ' a$'aa S I '+a$PEOEDLIMITSIGN SRzD-1 + � ,( 7-) + ' , + , - + " + ", , + + s • io _ , ' � a � � 'NO PARKING' SIGN (R7-1) +OPEN 'ii� N I n aa5 REAP + + CONCRETE SIDEWALK ) 1 - I ( ) a + + + + + • + + • + + + + 'i , ' + ' , a , y _,,.. + + + s , ' , ' + + + + + , ' a ' ++ ' + , , + + + • ' , ' • , ' a, + + ' , • -, , , , + , + • + ' PROPOSED VDOT STD.+ + ' �� o SPACE A ', 10' - SETBACK ' PROPOSED VDOT STD. 1$, L I a,PROPOSED SINGLE FAMILY,a+ + . , ' • , ' , , +' • ' 75 (TYPJ SPEED LIMIT SIGN (R2-1) DETACHED HOUSE W + a + ' ' + ' . ' , ' • ' + ' a, a ' ' ' ' ' ' ' ' a ' + STOP SIGN (R1 ' a ' LOT ', f I +TWO CAR GARAGE (TYP.) + '+ !� + ' ' • ' + ' + ' ++ ' + ' >a a, �+ +, + +, '• ' , , + THREE (3)1o'x18' PROPOSED' n SS - �. I , , , , , EXISTIN6 STREAM (TYP.) ' , ,- , , + , , , + s , ,ONSTREET PERPENDICULAR ' O -ry - - + ' THREE (3) 8'xzo' PROPOSED' , > , + , , ,+a , + , , , , + + O aaa +a + a + • a + +a' +a, + + , • ' • + +_,.. + PROPOSEDVDOTSTD. }`� a++ + • • • + • > a GR-2 GUARDRAIL Q� t--� ' PARKING SPACESa 18' - + �N ONSTREET PARALLEL ' _ I -+ Sti 2g ,�-. 75 a ' asPACE 6� ++a +a ,+ PARKING SPACES �A� _ ,a a,+a + + + , a•' +a, a, + , ++ , • + aa,++ z' F -F c - LOT 6 , .a a+ (b.y>4 AG) + si •a • ev 0 ` /" \ �\Il I i+ + + +i ,+ •�100' WPO ' , • i ,+' •,' +i ,+ + + + +i i ,+''a PROPOSED VDOT STD. /K / o S i , / Y _ + 'BUFFER(TYP.), , • , ,+ ,+ , , ', . , + �Q / .- CG-2 CURE (TYP.) n +i ,i mQ � \ ,a a+ , • ' + i, ' , ' i 'i+ '• + 'i + 'i • ' s+ , + , i, , ,i ,i ,+a i + ai +i +i ,, - — — — / a+ ' i, + ,i W LQT \ \ +� •+ + ,' • i, i, + + s ,+ •+ + '+a ' + ' i + a+ + O W 0 _ _ ,PROPOEATIOM ACTIVE i,aOPIE a, ' '+ ++ + + , ' !' 'i '+a t i+ �+ i TIE-INTOEXISTING ry E-'� - p. 76. .e +RECREATIONAL, / / \ , a .• + + + • ,+ • , , + + si • + , + + +i +i ,i 'i 'i a> + ,++ ,, , + i , _,, +, + i, .a SCOTTSVILLE ROAD, Al 1 0 F-+ J +i ++ ,i •' + i, , - - - W O I 16' LOT 57 i' a / i6 I ai 'iia'iRACE Ea+a,+ +• + , • a+ , + ++ ++ ,+ ,•' �' +i' ,•' +i' , + ,+ •i ++i' +i ai PROPOSED VDOT STD. WP-2 3 o a aPEN SPACE , + + i, ',�..... ,i, ii, •++ s ' , + '+ s (ROUTE zo), CC,Q N ++ + PROPOSED VDOT STD. ' + MILL &OVERLAY. CONTRACTOR O c Q W n e ,i + + 'ai+ i' .. / �I L I 'aa si''a +z.4i4e4C�a+ + ' , , , • , , + + + • , i+ + + + ' , , • + , ..� , a , + , , , + ' + , + , + , •+ ' •> ' Q• - s • + ' , + , , i+ + s , • ' • + � + ' , ' + , + + , + i, ++ • s • s ' J � O-' - as +a+a i' a a' a i' + ' 'NO PARKING' SIGN (R7-1)a i / �'. \ ' ' � ' ' ' ' ' ' � + + .>, � � + • ' , ' • . , ' , ' , ' , + + +a � � \ TO MILL &OVERLAY ROUTE z0 ,�// � � + � s > • , , • , , + , �\ v TO THE CENTERLINE. Fil � � � dIQ 8 ' IS PROPOSED SIGHT ° \ \ \ I i ++, i�+ •�+ + s , • , , , + + ,,..' + • s • . C.i Ql LOT I I Z ~ I LOT H DISTANCE EASEMENT' + i' 2 d n b• _,.:' •a , ' ,�/ i • �^f / \ \� \ / 'ai ' + ' a, + a , + , , s i , i • ' , ' , • + + • , + , + + LOT o0 Q o 5 1'BEHIND SIGHT LINE' F • Q 0 7 a' �.� PROPOSED VDOT STD. 'a + D.B.—,PG.—� sa'i>+: i� , i + , k, /i0 �\ \ � + + • , ' • ' + , + + +.r.. + + , • , , + + > + > • � �� \� I \ � � ae � I o Q 111 a SPEED LIMIT SIGN (R2-1) I + ' F \\ � � I + + i , ' , + , , + • , • ' . ' , + , '�. + s , • , ' , + + + + • ,�//�\ ' + , O_ , ' +• ' a,a ,✓ i,w`(E+, �,/ / 0 / L \ \ \ \ / / i' '+ + ', i' '++> '• • '+ , ', • i+ ' ', , ' + ' , ' , ' + ' ' ' + ' �? ' ++ ' +• ' + +, i+ +, i+ i+ + +• •, s, +, +, i ���},P� ' i ^ c uj � n LOT ^ +i+" s�Gf'"f r4 • +/ i i + + ' \ LOT \ \\ -/ !, + + , ' • ' + , + + , ' • ' .>'.' i+ i+ i+ i+ i, + �+ 'a ++ • hO0 QI� , PROPOSED VDOT STD. a N +/ • + , ' ' i+ '/ + ' '� / 1 \ \ + > + + + + + + ' • ' >+ ' • ' , ' • ' , ' , ' + ' , ' , ' + , , + + , • , , + + � STOP SIGN (R1-1) , + , /. + , y. .i. ] \ , + , • + , : , + ' ,' • , + + • ,' , + , W O + / X I _ — III _ — t�s , ,+ ,+ i+i'/�$�+'' 'a' '� .,/ \ \ � � � ,\ + ,+ ,+ i+ ++`i, •+' +' , •+ + , + , •' ,' , + , , + + , •' +' , y� E PROPOSED VDOT STD. 7' 'P.. \. /`YTyj\� \\i + s ' • ' + ' , ' + + , + s , ' + ' , , + + i 'NO PARK PARKING'SIGN R 1 2 R -R a + , �!, '+ • ' , ,/.� C� > i , 9 \ / ^ + + s ' • ' + , + + , + s , 5'FRONT --_ +' ,+ .r YQ\S, , + / _7� / /�j�//�/�i\\i/\\// > i, i• s' ,'a�+, , + , + ,' • + , -, + + • s' ,' + ,' , + / O. PROPOSED 1z'x18'MINi+ , ' +%'(, , a \ \ \ < /.'('��i"/i\\i//\\i\\\ \/ Vic+ + . ' ' + + , ' • ' , , + + + s , ' 1 BACK (TYP.) 2 - - +. ai+ + ,a + DRIVEWAY (TYP.) ai' , %yv�'' • + , '.•e �i\\ii�\\//\//\ // / + + PROPO_ SED LOT LINE(TYP.)� , ' • ' , ' , ' + ' , ' + ' i ' + , • + + , ' >+ ' s ' , ' + ' , ' , ' + ' + ', J POSED VDOT STD. 53 si PROPOSED VDOT STD. , a'/, ' S' \/ /j, + ' + ' + ' , ' i, • ' • , , • , + i , • , i , i + + s t:; • ' , ' , ' , ' , ' + + + + , + , + � D LIMIT SIGN (R2-1) - � - 'NO PARKING' SIGN (R7-1)/ , + X / \F \ �Q- / i/<� + • ' ' ' ' 'aa' + . , ' • ' , ' • ' + • , , ' �• , i , `.>� + + + s , ' + ,� W z — — =� / / \. \FTe' \.- \ \,./�Q•��i�\\/T\/\\/j`` ,a /'i'•+' '+ ' ',+' '• /a, ' a, ' + ' i ' ++ ' i ' •, i' ,•'' •, ' +,'' ,+ ' + ' + • ' + , .-Y._ ,, ' ,+ ' +, ' + ' , ' + ' s ' , ' / W Z 17+00 PROPOSED LOT /° ry / \ \9��\ / /ji/\ij/\\ij pp /}, \ / /�ii\ij///\�/` + + , , ' � , s i + • , ' • ' , , , � _ 700'R a5k -� - CGz (TYP. 97° 10 PROPOSED 1 i 91, � .o j\\ \\ \\\��/ ,,i' ,'' + ' i, ' + ' +� ' � , ' + + + • ' , ' • > ' , � , ' • + , + + , + STREETSIGN • .. °... _ o-- —PROPOSEDVDO - O. O/ PROPOSEDST' is +/ � /a ++ •' , , i' + ,' 'i+ +' I'+ ', , i ' + • , , • ' , , • ' + + ' + ' ' + ' , s ' + • ' , + ' ,, ' �• •' + , s+ ''i f�i: ,_,: ' i a, '+ ,+ •, +' ,+ , ' '+ ,a•+ ' '+ ,+i s' ,• i +• ,• + ,i+ • ,a �y Jw0t OPOSED 619CG-NTNG STRIP(P.) > , _ •: � „ / / V A�VA LOT / \ 14 + ' 1-'' , ' , t.� i + , + , , + • • ' , ' , > ' , ' , + ' t -.. , + , , + + a`> �— — °. I 22' / + + + PROPOSED SWMa+ + + , , ' • , • + , ' , + , � n S1GHT"D 7 EE=Z80` Sz -PROPOSED SIGN . / v :22" . i 91, 2O / y�A +,' .+.',7 +. • + +FACILITY (TYP-) , ' , ' , a , + • + ' , ' • + a , + , ' • ' + , ' , ' t .' ' a+ ' ' +• ' •.+' +,+' + ' + / n ,AT - _ .STOP SIGN Rl-1)i \/ /V + > , ' ', + _t + , • ' •� , ' • ' + ' a ' + ' + ' > ' , ' , t , a , ++�a , + , ,+' • , ' • + ' � � a> PROPOSED VDOT STD. 28 zz' - / '- Ai tq NOTE: 0 'NO PARKING' SIGN(R7-1) 20' _ -- + •a' t'. ,:. ++' ,�' •+ +' a, + •� + ,' •+, ,�' - Q PROPOSED VDOT STD. A LOT � � + + 'CO 9R NCH,SFRE M a 24' F�C-F/C PROPOSED VDOT$TD. CG- D ENTRANCE (TYPJ / S A / / ,+ ALL MECHANICAL EQUIPMENT i 9 I r A + �, �1 \ �y ++ '+�'..�+�' +,'�' +�'�' •'�+ �'++ �' +, �, �+ + + + ' �,�'+a,aaa',a+ ' ++ + . ' ' • '+ + +PROJECTBOUNDARY + SHALL BE SCREENED FROM THE a �+ + • ' , ' , ENTRANCE CORRIDOR. I SPEED LIMIT SIGN (R2-1) + • , + , + , � , + , + , + ' •+ + ,, ,+ , ,, I I v PROPOSED RETAINING WALL + �+ 'SEE DESIGN ON SHEET8 ' + ' +, , ' • , a , • + , • + + + • + ' s ' , ' + ' , , ' + '+ ' + ' , a , + • + , +' ,,' • +' , • + , , + + +' ,'w , , �;.•, , ,' LOTo r ' + + a + a + + ' s • + ' , ' ' + ' + ' + • ' , , + + s , ' • ' , ' , , ' , + + 9 o ©*LOT ©*LOT Ia' + ' • y v�v ; ' '+ ' '+ = • ' , ' zH +._ *LOT ©*LOT i + , ' j \/ \/� ry9 • ' i aPROPOSEDSINGLEFAMILY - s ,i' , ' + ' +� , ' + ' ' ' ' + + ' + + �'� ' ' + ' a ' + ++ a++' F c PROPOSED 2o' EMERGENCYACCESS N I © ©*LOT B * O 3 22 • i ' i t + i ' • • i + + • • • i' • ' + + i a + i i i + > i + i ' a U O LOT 2 \ \ \/ r ATTACHED TOWNHOUSE W/+ W F AND BICYCLE & PEDESTRIAN ACCESS i • + ' , • , ' ' +i + W E 26 25 4 SINGLE CAR GARAGE (TYP.) • ' , EASEMENT (D.B. _,PG.—) 2] i,+' , 'ai, ++ , ++i +i+ 'a.a + '+. + t / + i, , • , a , , + + + , + • , ' • +_ , ,• , 'a , ,i s + + + + + + a + ,i , + i, • i + i i , + , , + JOB NO. + , + ' i' ++ + ,ii\ r I >+.ii ta' i•'i �i 'i 'a 'a ++ ,i si , a , a , , + EXISTING FENCE TOBEEXTENDEDiii + si •+ as +•, ,, '+ '+ SIX(6) lo'X18'PROPOSED 10 III - •i + • + • +i ,, •i. , +a + .a + +. + �+ + s • •+ .+ i + i+ • ii, i ++ i, >•i' • + ,' _ ,ia i, +i'-, , , + AND CONNECTED TO CREATEA , 'ii a+i 'i+ +•a a+ / 2 2194 .v _ ONSTREET PERPENDICULAR +. ' i+' ,i' .' +a' ,i' ' ' \ +• , , a ,CONTINUOUS FENCE ALONG THE + , i, \ , a, , a , + , + , + •i' + ' .+' •' i, >a + ' , +SOUTHERN PROPERTY LINE , ' l ,,:, GRAPHIC SCALE +i' n , ' • , , ' i ' i ' + ' i SCALE O PARKING SPACES , + +, + + • ' + 'a , ' + ' + , ' ,i'. t , + • , ' • + , + + , • u, PROPOSED VDOT STD. '. ,; .:: .. , + ' • ' , + ' , +. , • ' . ' / + + , + 'NO PARKING' SIGN (R7-1) 20' E -E/P + + a , ' ' �� � + , a + + ' + ' , ' • ' , ' + + , + , , 30 0 15 30 e0 120 1 n = 30' 2 c + ❑ • v\\C / /� + , • ' , , • + , • , , + , • n + , • ' , ' to +, a, ail+ ii, . + + ,a+ + i\ + + + + + PROPOSED REMOVABLE BOLLARDS COMPATIBLE i ' „ , , ,,; o WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE -- - _----- - ' a „ , a ' + ' + • „ _ , + s • + , + + • ' • • ' , s + _ • , • ' + SHEET NO. n -- COUNTY DEFINED MANAGED -NOTE: PATIOS AND DECKS ARE __--_- + . , ' • ' + , ' , , ( IN FEET TO BE INSTALLED TO PREVENT VEHICULAR ACCESS PROPOSEDASP_' TPARKING,. STEEP SLOPES (TYP.) ..ALLOWED TO ENCROACH INTO THE + ' i ' ++' ' ' ' ' ' ' +' +' + +' 4:, i,' , ' i ' + ' m BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. LOT&EMERGENCYACCESS, — i O 1 inch = 30 ft. 4 ° SETBACK A MAXIMUM OF y' (TYP.) s SEE DETAIL SHEET 10 SEE DETAIL SHEET 10 -'�-- + + ' , ' • ' , ' , a + +- + , ' T.M.91-12A THOMA DANNY B SR WB1 PG.131 D.B.521— 23 PLAT D.B.337-2 PLAT PROPOSED SINGLE FAMILY DETACHED HOUSE W/- TWO CAR GARAGE (TYP.) 1.. / T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT N w \ / I PROJECT BOUNDARY-- - w w - w \ w Lu w I z Z TIE INTO EXISTING \ \ U I DRIVEWAY. CONSTRUCTION SHALL BE CONFINED Q - SUBJECT PRO ERTY&PUTHE UBLIC S TIE INTO EXISTING GALAXIE FARM LANE. CONSTRUCTION SHALL BE CONFINED TO - RIGHT-OF-WAY, AS SHOWN. 66. `. - THE SUBJECT PROPERTY&PUBLIC I Lic. No. 0357911n 12/28/21 k�1 OP110a ' p /� a a ++�J AE',C+ + + + 1a.0'4AC), +iiaa' is r LOT I. I. 12 J �` Vl of IL Z o 1 I LOT 0 z a' I V) �3 I l o PROPOSED VD O LU j CG-6 CU y. J 1 ui I CONCR ce i I I I LOT I I 14 INC PROPOSED6 PLANTING STRIP (TYP.) PROPOSED VDOT STD. PEED LIMIT SIGN (Rz 1) — — 21 .••I N_ ' W • N RIGHT-OF-WAY, AS SHOWN. 1 8+00 5'.FRONT. 17+ 0 c,\G SETBACK:. — � I :(TYPJ _ A ' \ _ RM A - \ - - F - - _ LAXIE a + + + +PROPOSED VDOT STD. A +'NO PARK NG S GN (R7-1), ' PROJECT BOUNDARY G + , + + LO PROPOSED RETAINING WALL i + 54 _ + i + + SEE DESIGN ON SHEET + , + POSE +++a + ++ ' ++ . a + ' ++' + ' . + �i a " 5' READ+ ai' a+ 9 .©P�� + + + + + + + + a " < ' i + a+ CONCRETE SIDEWALK + + + . + + + a , O a I \ + + �p��� A . + + ' + + a ' 1O a SETBACK. a + \ PROPOSED LOT LINE + + + %j (TYPJ. PROPOSED VAR. WIDTH + + `4.Y4'P,,C) +, 75 (T1FP�, + L ASPEN? I ASPEN -------- - RETAINING WALL MAINTENANCE a THRE • + ++ a + i + a I 11 53 ( ) ONSTREE)T PERPENDICULAR+' O o T55 J o THREE \ EASEMENT D.B. PG._ " LO T.M.91-13 II P + o + COUNTY SCHOOL BOARD OF - LOT \ , — — — — —ROPOSED RETAINING WALL 52' 5z 52 52 — s2 ++ + 5z ' + — —+ i' S2'- - + '5z i PARKING SPACES + 18 3Eb � -- — 5 a ' ' i++' OPN1 ALBEMARLE COUNTY, VIRGINIA III LOT �°� I --- ---- PROPOSED SINGLE FAMILY PR f zz'F/jCF/C LOT56 �(a44�aC' „ I _ — — + + PROPOSED VDOT STD. o D.B.1033-313 ml 1 I 42 r SPEN— _I I _ — — — — ETACHED HOUSE W/ " N D.B.1033-313 --- ------ — -------------- CG-2CURB (TYP.) �+ : — — — —., TWO CAR GARAGE (TYP.) I I : f f — zo' REAR SETBACK (TYP.) 20' F C E/P a ' D.B.619-368 PLAT �I f --- -- — —� I _ --� ---- f— -- 0 75++PROP+OSE4ACTI,VL + r T •° i RECREATIONAL, Iy I I I I REDWOOD I REDWOOD :——. I REDWOOD , 57 — — LOT I f Reow000 — I _ _ Q N LOT , V — — I I L — — I L — — I I I I I REDWOOD — — — W �:� ,o i 16' N D ,,i++,, ++, OPEN SPACE +++ PROPOSED a , 43 Q F_ L 1 L L ASPEN ASPEN I Q O —. -1 I ASPEN 1 : 0- < a ,++ , a a a ' + + 'NO PARKING' SPEN ASPEN I 1 Q W 75 + + PROPOSED SIGHT ' +++' a LOT LOT LOT LOT 1 z a _ LOT 58 / �i w 2. LOT OO.a o < , ai'DI BEHNND SIGHT^ LINE a+ +' o 49 5o 51 5 > "I / — f� LOT. PROPOSED VDOT STD. c U— I LOT o LOT 53 0 LU o ". D.B. PG._ + a " o co m m I{ $ w [L SPEED LIMIT SIGN(Rz-1) a I + i + - + \ LOT 1 r LOT 6 0 8 m a �+ + I o 4 I 47 4 75 i, r \ I 1 I 1 I I 1 44 { 45 I I I I > LO rN J PROPOSED S' I I I I I I I I I PROPOSED VDOT STD. ICL N 59 CONCRETE SIDEWALK s- I I I — — -� _� — — STOP SIGN Ri 1 _ - —i -- — — — ( ) � a r � — � I a Q PR P QED VDOT STD. C + 2'R R Pa O 0 PROPOSED VDOT STD. + + PROPOSED PUBLIC RIGHT-OF-WAY q 18, PROPOSED VDOT STD. -. _i I PROPOSED VDOT STD. '.FRONT NO PARKING' SIGN (R7-1) , ING' SIGN (R7 1) " SPEED LIMIT SIGN (Rz-1) _ — — — — — — J L 5 --' _ O a, + ' +�i PROPOSED 22'xi& MIN•, TO EXTEND TO THE PROPERTY LINE FOR `NO PARK - 1 — _ _ z — z, L -CG-gD ENTRANCE (TYPJ 2� 2� SE BACK (TY .) — _ O INTER -PARCEL CONNECTION TO TMP91-13 - \ — — L _ _ '- — — — —52� 5 5 �- 5 5 5z 53 _/ +. I + ,�, ++ , + DRIVEWAY(TYP.) z' S2 ... •r' ° > `. -'.. , e ... '. o: PROPOSED VDOT STD. . s '+ PROPOSED V60T STD. ... P .•;:..;. •, - ' SPEED LIMITSIGN Rz-1 — ' + ' - �,. �. .. • ( ) •. •.� '. ;NO PARK NG'SGN a a a + n. PROPOSED VDOT STD. _ o' 1- f — — — — — — — PROPOSED 22-/- .PROPOSED VDOT STD. 3 U 0 1 9+00 JSTANCE_28 1 7+00 0O LL w 20+0 'NO PARKING' SIGN (R7 1). SIGHT D — — `-NARY JACK COURT — VDOT STD. 00 / LIMITS OF PROPOSED 2qo� CG-6 CURB TYP. - 21+00 — — — _ — •-I — - — 70o'R / cD�,- �- ( ) — -1z TYP. o 1 13 :PUBLIC RIGHT-OF-WAY (TYP.) R ..- i — +- � w ~ �,:. _;f— P.ROPCISED PUBLIC ROAD —� CG (TYP.) 97 PROPOSED -c — — — — (49' PUBLIC R/W)� STREETSIGN PROPOSED VID 5T0. : : n n — - — PROPOSED 6' \ -'NO PARKING' SIGN (R7 1). _ — — — — — PROPOSED VDO 6 - /- PLANTING STRIP (TYP.) \ r - ,.• .r . , "'• .. r.• — — — v` OO/ /PROPOSED (TYP.) STD.CG 1z (TYPJ .., ' • ' ' e : � e .... a .: . r , - ;' ,.. .. : ' S2 — / 1; \ e,. • :. .. ; , , 6 ' .. 52 r .... 52 ... ' • � — — — 53 52' P.F�NT 5z — — — — — — — — — — — — — - — — — M1 — — — D T ,PROPOSED VDOT STD. / a / 1 5 — PRO POSED5. 280� / \ — — — (• _: STOP SIGN (R11) 22' \60' SE BACK (TYPJ PROPOSEDVDOTSTD. CONCRETE SIDEWALK -:I 18' '., ..: - : -Er ., • zz' PROPOSED ANC STD. PROPOSED VDOT STD. '. _ z •za — — 1g w ' SPEED LIMIT SIGN (Rz-1) • , \ 55 -. CG-gD ENTRANCE (TYP.) _ — — — — — — — — — — 'NO PARKING SIGN (R71) I 2 4' F _F/C 20' T1 — — — — — — — :. f _ 4. /. CG- D ENTRANCE (TYP.) � � � PROPOSED 6' ^, : �� PROPOSED VDOT STD. 9 .PLANTING STRIP (TYPJ I d I I I I I SPEED LIMIT SIGN (R2-1) — I I 1 >_ • I � I YI LOT LOT LOT LOT 1 I I I I LOT O � LOT. - L f LOT 33 m 32 I 31 3o z I LOT I 1s' 0 I LOT LOT LOT LOT L I 38 37 36 35 34 1 9 j 28 0 * ©*LOT ©*LOT m w ©*LOT PROPOSED IN LE FAMILY 1 LOT `" `° `D L m $ � c :' o o PROPOSEDzo'EMERGENCYACCESS ,,, + * Q*LOT © LOT 23 22 SINGLE : 40. w m m m m m : N r N - 9 AND BICYCLE & PEDESTRIAN ACCESS— O1 � I CO 1 ©. LOT z 24 DETACHED HOUSE W/ 39 I 26 5 TWO CAR GARAGE (TYP.) I I ASPEN _ - ASPEN _ASPEN In ASPEN ASPEN — _ASPEN EASEMENT(D.B. PG. ): 27 1 ASPEN _ASPEN ASPEN — L —. r I �. I -.— r I — r J I ASPEN I -r — I r I 1_— I— I — — L—I I 2uNITS — _ASPEN 1 L I I I I I I I I -- I I- 1UMTS UNITS — —f ASPEN _ 1 I I I I I I : SIX (6)10'X18' PROPOSED I - 1O ITS 1 UNITS 1 UNITS I — J L — — — — — — _ L � ONSTREET PERPENDICULAR i - „ .'. I �uN _ •^> y J — I � fi zo' REAR SETBACK (TYP.) I PARKING SPACES I ' NOTE: PATIOS AND DECKS ARE PROPOSED RETAII ING PRO POSED VDOT STD. ^ ALLOWED TO ENCROACH INTO THE SETBACK A MAXIMUM OF 4' (TYP.) WALL 'NO PARKING' SIGN (R7-1) 6o' 52' SA 52' 52' 52' 52. 52, 52. 52' 52. 5252'4110 ❑ 28' 22' 22' 22' PROPOSED REMOVABLE BOLLARDS COMPATIBLE .. . _ I WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE PROPOSED VAR. WAIN COUNTY DEFINED MANAGED NOTE: PATIOS AND DECKS A PROPOSED LOT LINE (TYP.) �� ETAINING WALL MAINTENANCE TO BE INSTALLED TO PREVENT VEHICULAR ACCESS PROPOSED ASPHALT PARKING STEEP SLOPES (TYP.).._ALLOWED TO ENCROACH IN PROPOSED RETAINING WALL EASEMENT (D.B. PG. _) - BUT STILL ALLOWACCESS FOR EMERGENCY VEHICLES.— LOT& EMERGENCY ACCESS, SETBACK A MAXIMUM OF 4'i SEE DESIGN ON SHEET 9 - SEE DETAIL, SHEET 10 SEE DETAIL SHEET 10 T. 91 A—B 1 OPEN HARE IV,AVINITY AVON P PERTIES,LLC T.M.91-1-1E D.B. 67-750 AVINITY ESTATES,LLC D.B.48 —228 PLAT B. 5124-678—A PLAT CD o PHIC SCALE D.B.4990-174 + D.B.4894-228 PLAT T.M.91-16D O ao 6 30 60 120 D.B 558-379 PLAT i SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY 141, ZZ/ D.B.3257, PG.702 ( IN FEET ) D.B.550, PG.608 PLAT 1 inch = 30 ft. 0 z (` M I w � 2 CL En JOB NO. 202194 SCALE 1" = 30' SHEET NO. 5 T.M.91-8B GENERAL UTILITY NOTES: T.M.91-10 \ COUNTY OF ALBFMARLF,V GI IA i. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE COUNTY OF ALBFMARLF,VIRGINIA / D.B.1979-44,46 & 47 PL T DEDICATED TO ACSA FOR PUBLIC USE. D.B.1979-44,46 & 47 PLAT 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. LOT / 7 PROPOSED 8" G.V. & 8" TYPE A LOT BLOW -OFF ASSEMBLY. LOT \ 8 \ I — // 6 \ LOT \� •` ' / \ \ LOT \ \ ' ' ` 5' MIN. HORIZONTAL SEPARATION \ \ \ 10 \ \ ' " REQUIRED BETWEEN ACSA UTILITIES & \ STORM SEWER, AS SHOWN. TYPICAL. PROPOSED 6" CL. 52 I ' / DIP WATERLINE, TYP. " r\�\ PROPOSED LOT / �\ LINE, TYP. N \ ' PROPOSED 8 SANITARY ' \ \ / G O PROPOS D WATER / SEW ER, TYP. / SERVICE, TYP. I p n o 12+00 / I� 20 s _ I— w \ IJ � kp0 — w w�W LOT \l MARIECURIE OURT I 12 s f �� —w w P OPOSED PUB IC ROAD PROPOSED 6" G.V. & 6" TYPE / /OW BRANCH STREAM \ \ (49'PUBLI R/W) A BLOW -OFF ASSEMBLY _ PROPO DS"x \ s \ �- \\ ' w /��' COUNTY DEFINED TEE, (2) 6" G.V. Off`© a \ / PRESERVED STEEP / r_ ' SLOPES TYP AND (2)8"G.V. 0 \\� �°.,.; � / VARIABLE WIDTH ACSA LOT SANITARY SEWER EASEMENT MH11 ' VARIABLE WIDTH PRIVATE SANITARY �\ \ \ I I \ \ / CD / \ _ SEWER EASEMENT (EASEMENT LOCATED y s PROPOSED8x6 TEE, 6" \ LOT \ \ _ ON LOT 23 FOR LOT ia's SANITARY SEWER \ G.V. &COMPLETE FIRE I I — — LATERAL/SERVICE) �`Q HYDRANTASSEMBLY \ \ 2 \ I — — I \ \/ / z X \ TIE INTO EXISTING SANITARY SEWER \ / ' D. B.�PG._ — ' \ LOT \ \ I I I PROPOSED SANITARY SEWER \ WITH PROPOSED DOGHOUSE MANHOLE _ ; I SERVICE LATERAL (TYP.) VARIABLE WIDTH ACSA 1 F_ - -- SANITARY SEWER EASEMENT \ \ \ \ \ J I I LOT I \ \ LOT Iw D.B..PG. _ A V A\ L_ r I I 3 I A 4 \ v / ��_ Z vziI II LOT 0000, i �- II 1/+ \�\�� li— r__ \�,,,,''\�/ / / MH-11A cD w- PROPOSED 6' G.V. & 6"� LO �� LV I 7� \ / _ ` TYPEABLOW-OFF 54 a `` 15 I ASSEMBLY w �' - TIE INTO EXISTING SANITARY SEWER M MH KAPPA SIG , 1 9 PROPOSED (2) 5 LOT 55 M 6" 450 BENDS 9 s s PROPOSED 6" CL. 52 DIP s / / COUNTY DEFINED r \ 13+00 WATERLINE, TYP. VARIABLE WIDTH PUBLIC +' MANAGED STEEP I/ I SLOPES, TYP: ACSAEASEMENT . I L1O\T D.B.PG.LOT 6 w0 0 r J F- PROPOSED 8' CL. 52 DIPSANITARY SEWER EASEMENT LOT LOT z F- LOT 58 WATERLINE, TYP. MHZ D. B.�PG._ I �_ ry� 52 a y / \ \/ I ', PROJECT OUNDARY, 44� 53 PROPOSED 8" / \ vy 22.50 W/L BEND 4 �` 59 PROPOSED 8"x6" TEE, 6" dl;.. G.V. & COMPLETE FIRE 3 QO / 1 \ �O QJ ,�•r HYDRANTASSEMBLYX ` PROPOSED Wx8" CROSS, 12+00 % 8"x6" REDUCER, (2) 6" PROPOSED G.V. AND'- 8" G.V. 8" 45° W/L COW BRANCH STREAM BEND �O M03 y — = w/ \ ` i / / \ BUFFER, TYP. w I w wLOT -w I w. 17+00 a —�w LOT awill / H5 I _ LOT I / -- — --- LOT 21 l0. w MH4 EXISTING SANITARY ' \ _ I SEWER, TYP. ' LOT �9 LOT I LOT LOT LOT LOT LOT 22 \- I 0 11+b0 3 LOT 26 �5 24 �3 I 27 / I - - PROPOSED 8" CL.52 DIP I _ I I WATERLINE, TYP. 20'PUBLICACSA ° EASEMENT 120 Lie. No. 035791 12/28/21 1, 1n z z w g� a O V Z J En O ? Q d$ /� u z U.) C = Z Z O J w O cn a m ca u ^> VI Q Lu F- a LU Z ~� w t 0 Z� m M C,T (V M W N z O Q W N >a Z W 0 _ > O z 5 \CL L9 Z OCK Q J_ W " � ul < Lu W Q v ! J� J� O O N w a JOB NO. 202194 SCALE 1" = 30' SHEET NO. 6 DD..BBM..A35.DA-2YTHOT.M1 1B SR WB\1�P.131 2 211- 3 PLAT / / PLAT ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) 2. 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, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 22. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 23. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 24. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 25. 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 MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 PROPOSED 8" G.V. & 8" TYPE A BLOW -OFF ASSEMBLY I SCOTT/R. CbtLLINSZZ Lic. No. 035791 .�- a 12/28/21 ,0j F LOT I� I 1z z 3 I I — — z 0 J — — — _--PRCPO ED8"x 0° F " TEE, (2) 6" G.V. 0 I AND (z) 8" G.V. U) a0 = I 0 i LOT O o a 2 / 27. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO D.B.1979-46 & 47 PLAT ' ( " U) _ Q VARIABLE WIDTH PRIVATE SANITARY ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. ~ > w SEWER EASEMENT (EASEMENT LOCATED ? CO ON LOT 23 FOR LOT 22'S SANITARY SEWER N Q LATERAL/SERVICE) H I�CL VARIABLE WIDTH ACSA Z w _ Lu - SANITARY SEWER EASEMENT W D. B.—'PG. _ w ` w I LOT - - � I 0 14 1 T.M.91-13 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B.1033-313 D.B.1033-313 D.B.619-368 PLAT 23+21 PROPOSED 8" G.V. & 8" TYPE A BLOW -OFF ASSEMBLY In VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT D.B. _, PG. I T. 91A-B 1 OFTEN HASE IV,AVINITY AVON P PERTIES,LLC D.B. 67-750 D.B.48 -228 PLAT I 0 W I 10 _Z I IZ: — 00 rN \ �� �• orN ry 17 0 - -- --_ — 1 B+00 \ \ PROPOSED 6" G.V. & 6" 1 1` L01 54 \ PROJECT BOUNDARY, TYPE BLOW -OFF \ \ \ TYP.. ASSEMBLY R---0001-1 L — — ASPEN ASPEN, \ 5 I: LOT 55 \ PROPOSED (2) — — — rn \\ 6"45°BENDS 0 S � o ('V 0 LOT 1 \ —___ MH10 0 LOT II I — _ — — _ _ — I S EPRAOPOSED6"CL.52DIP '2 13+00 ERLINE TYP. c 43. 4 rASPEN — — — — — — — — — — — — — — — — — — — — — — — — — VARIABLE WIDTH PUBLIC n ° PROPOSEDLOT ACSA EASEMENT (V LINE, TYP. — — — D.B. PG. _ _ O Z REDWOOD REDWOOD REDWOOD REDWOOD _ _ _� Q LOT 57 - LOT — — — — — — (REDWOOD vvv w O Q — c� 1 _I L_ —I IQw g N J 43 — 1 j — 1 L — — 1 ASPEN ASPEN 1 F 1 EN I ASPEN ASPEN I a PROPOSED 8" CL. 52w WATERLINE, TYP. LOT LOT LOT LOT z >_I ILOT I a LOT 58`�49 5Q 51 5z 0- >_0 LOT I LOT I LOT 53 0 d PROPOSED 8" LOT 1 w ° Z46 I I I g I I I I I I I Iut 22.5 W/L BEND1 1 45 1 1 1 1 1 1 47 1 1 4 1 1 1 1 1 1 1 1 PROPOSED 8"x6" TEE, 6" C? LOT59 G.V. & COMPLETE FIRE d PROPOSED 8"x6" TEE, 6" F / y + HYDRANTASSEMBLY a G.V.&COMPLETE FIRE O _ — I 0 HYDRANTASSEMBLY W F 1 1 1 1 -- 1 -- --1 1 --1 a 3+00 / J ': OPOSED PROPOSED 8 x6' TEE, 6" S L9 [� / t / PROPOSED 8" CL. z DIP G.V. & COMPLETE FIRE S WATER HYDRANTASSEMBLY PROPOSED 8"x8" CROSS, PROPOSED C 8"x6' REDUCER, (2) 6" w F WATERLINE, TYP. SERVICE, TYP. 12+00 8.. W - .. • o G.V. AND (z) 8" G.V. BEND /L O _ � a s w ,./ h N m � s — N W. W w w aj w. U LL w w w w W MAY JACKS�ONCOU� W w �1_ �-PROPOSED PUBLIC ROA w w2 00200+09+00 {'P17+00 a kOl' UBLIC R/Wx a MH6 W MH8 X 6+00 MH5 y MH7 v� ul Q •'r VARIABLE WIDTH CSA J — — — — PROPOSED 8" — — ?—< M� ." / W r — , SANITARY SEWER EASEMENT PROPOSED S ARY SANITARY w MH4 V 1 — SEWER SE VICE SEWER, TYP. 1 DB._, PG. 1 1 1 1 LATERAL P.) 1 1 1 1 LOT 1 1 LOT 1 1 LOT 1 1 LOT 1 1 LOT 1 1 LOT 1 1 1 LOT I I LOT LOT 1 LOT z 1 1 Q LOT LOT 1 8 1 6 1 35 1 34 33 3 3 3 �9 1 1 1 LOT F' 3 37 1 3 z8 I 1 LOT LOT zz I LOT I I I I I I I I I LOT I 4Q I 1 I I I 1 I I a l LOT LOT z �3 W 11 39 1 1 11+bo I z6 z5 4 ASPEN [ ASPEN) — ASPEN) I ASPEN) ASPEN) `— ASPEN) I — ASPEN) z� / ASPEN ASPEN ASPEN — J r r r r r r— I-4 �— J �— J r 1--- 1--- --- 1--- 1-- _-- — ASPEN) PROPOSED 8"CL. Sz DIP 2UNITS ASPEN r --- --- -- — WATERLINE, TYP. I— --r —J LASPEN 20EUBLICATSA a :UNITS 2UN1T5 2 aUNlTS 2UNITS O I. — N 0+00 1 +00 1 +I75 1 CH 1 E—SE�mm 3 S S S S S S h _ - - - E€T-6 _-- — — w y"� — o M M M M M M M S CL x T.M.91-1-1E — •- -,,._\ ✓ i M M M M M M M M xSTE G SANITARY M M a M M - a n M SMWER LINE M M .M JOB NO. AVINITY ESTATES,LLC / — — — — — — — _ B. 5124-678-A PLAT �✓/- M — — — — ExIwAiNR)�NDIp — — o— — FITC�CALE / 2�2194 D.B.4990-174 M i + SCALE / PUBLIC T.M.91-16D o ao s ao so zoD.B.4894-228 PLAT 111 D.B 558-379 PLA� EXISTING SCOTTSVILLE ROAD HOLDINGS,LLC _ C/0 KAPPA SIGMA FRATERNITY W LWITOHEAI2z'x8C�'T.S.&V. SHEET N0. / 12" DIP D.B.3257, PG.702 ( IN FEET ) D.B.550, PG.608 PLAT 1 inch = 30 ft. 7 Pie No. Size inches Easement Width Required feet Easement Width Provided feet 1 36 29.8 30 3 30 29.1 30 5 30 23.9 25 7 30 22.9 23 9 30 21.3 22 15 24 24.2 25 17 24 21.2 22 19 15 15.7 20 22A 24 15.8 20 21 15 15.7 20 23 24 21.4 Within SWM Esmt. 25 24 24.2 25 27 18 31.1 32 39 15 20.5 21 43 18 17.9 20 OPOSED TED 50TtW 500BG \ / � ' / NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE ' ! \ vGALLA_ E ING WAL 500BG 498 BW ' EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. IAMONDPRo- 504TW�498BW ' TA.3+00 j TH 0 COLOR, RIDGE 498BG �' \ / / 506 TW Ffj NOTE: WALLS o' AND HIGHER SHALL REQUIRE A HANDRAIL PR PRIVATE DRAMNAGARD 502 TW6 BW _ ' 3 GE \ 49dBW 9 qq \ YD-4D / / / / SOOT 505E EASEMENT. \ `4\ / / / / / - 5\� 500TG 498BW \ I / IULic. COTT R. LINSZ DB.PG. YD-4B 50 TW �' r - _ J CO�TYDEFINE[�%% /508TW 49 BW No. 035791,a VARIABLE WIDTH WALL 4956G ' I _' I I / / / PRESERV� STEEP \ 06-�W 500BG 1 / &MAINTENANCE 494 BW X� /SLOP S, TYP 498 BW �' "d 12/28/21 cU'�'' / EASEMENT MAT�� I f ��� 5$gG i' �p�� � DB. PG. -100 TW '_. ii i ' - L/ _ \ i i SS' 1S0 - 70 E a956y/ / V A I LOT /v EET I ' /�v YD-4D / xAr WALL A - /494 BW V \ ] I / / / \ \ �SH/Et r 9�4 $TA9f00' ' g YD-4 \ \� \ I A-492.50 \ ° =a94.50 499 W PAL P i ' i '\ \ \ LOT� G=49 33 \ I / LOT V A 8 FFE=494.33 \ L_ / �94 Bw \ \ 1 \ \ \ \ g CO-4C / Y\D -4A \ \ FFE=494:33 JID-4E T\CL PROPOSED 18" YARD LOT AI SEE /S DRAIN INLET, TYI -�33 7 S HE_ET 494.33 t A =40 / Z \e \ \ LOT GAR=a9z.00 10 FFE=494.00 .. LO I GAR=491.33 \ / .' \ \ 49 �, / �'� 5' MIN. HORIZONTAL SEPARATION REQUIRED BETWEEN / / ! o \ _ \ 42B / a FFE=493.33 \ N \ � y � � ACSA UTILITIES SEWER, AS SHOWN. TYPICAL. / j' � PROJECT � a o2$ .$\ \ \ a9o.9s / \ -: r / / 40e BOUNDARY, / 0� Q F PR POSED a' / 42A - R=49 .92 � , � vvi O - o UBLI DRAINAGE a9o.6 42 FFE-4 2 / \ / / / / / / / / /� / /Lu I _2 B "EA EMENT �, , w BT48209 / Z L I 12+00 �- zoo' WPQQ / / O o i ago os s - w N / / \ / / BU FER, TYP. / ` N J LOT\ a91a A \ _w +70 / / ,A } m c \ I 12 AR=A93.00 I s.o% £ '" _..�/��}�� � wow w w M U L10CROD / URT�� / �/ /,�,/ . / v' u=) < 1 I\ I FE=4 .33 I 38A N. m�� PROPO J / / I /OW BRANCH STREAM N t SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX I \ j a 5 (yg' P B IC RIW) , /�J J / / / / < \ WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF I _ - - 38 40 w / / / 1$/ �0, / ) LU z OTHERWISE (TYP.) _ - .. - a90 0 / / li c 6o LBS. PER ACRE OR i LB PER i o0o SF UNLESS SPECIFIED r - \ I G R=491.33�w� - // / / / / \' ' \ I / \\� 1 I PROPOSED VDOT `� - -' '' 0.60 � pf�OpOSED SEGME D y � OT \\ STD. CD-z I 490' > + _ N RETAINING LL, / / / CONTRACTOR SHALL EXTEND EXISTING II$� \ I _ A �,,� I DIAMOis PRO- �� ULVRTS SiiA�BE CULVERT BENEATH RTE. ao WITH PROPOSED / -\ I I \ 37 \ I GAR=491.33C9i�OR: BLUE RI / �OUNTERSU K A // WIDENING. SEE PROFILE ON SHEET zz FOR I I \ FFE=491.67 LOT I / - Wg_ / N UM JF 6" ' DETAILS OF THE CULVERT EXTENSION. / - 0 i I � / �G R 491.67 r GAR=4�0.6 OT \ I 2 I I - I "FFE=492.00 475 TWWw/ �„! J / j i •� V _._/ BT0 475BG I SM=482.1 1 \ 492. ao Li- GA=4d9.67 I 6, a49 5 ' \ / \ I FFE-49 .33 LOT LOT �(, o C =490.00Ln Lu Lu 1!} PROPOSED DRAINAGE I I / I / 80 TV� 474 W / J ! / ' / _ / LJJ I ' .36A I ' SYSTEM, TYP. / - ALL B - )- �_-(z) PROPOSED y8" RCP /� z I 6 w? i so0+09 � 474 B � J ARIABL€ WJ TTH WALL &MAINTENANCE 4 BG U N EASEMENT 8 CULVERTS - ° / PROPOSEDV _ / STD. CD-- Q I '. 18B \ + TD. C z OPOSED VDOT �2 Aa �� - �' D- � 2+00 PROPO ED VDOT 1 7t 00 .•:.:.a ' - _ _ ..; % R PR�OSED VD T STD�EW-i / - -- --' 13} QC �B C RA(S / 'STD.. CD- 1 15+00' -- __ ....P / 18C Q i PROPOSED VDOT� 16+00 _ _OBE TH �- W) STD. cD�� 35 � � �' --- /(vAR47 11 PROPOSEDVIg T I _ 18A- - / L 4+00 \\ - -�. STD. CD-z � �-� --- 19 � m _ 9+00 i t00 - .. •. ...,. :'.:.°.• ° • \� • PROPOSEDVDOT - J PROPOSED VD01 7 _ 2© OPOSED S" •POSED6o"RCP _ PROP q LO 5 / CULVERTS _ - STD. CD -a / OSED 20' J � � � �LEANOUT T 48 34 �D�- � � OT �� (2)PR OSED VDO -�� �x�0 � / UBLIC DRAINAGE 22 - 22B GA24 0.6 \ 3 486.o A�' I 1� �� / / PROPOSED VD09'STq. EW-7 EASEMEN .} 1 DB.PG� l i FFE=49 .©0 „1. \ -�_ d '- ,/ 5.5 0� PROPOSED PUBLIC s _ 9 4ss.0� GAR=4 8. / L j DRAINAGE / V COUNTY DEFINED - FFE= 88. LVERTS SHALL BE EASEMENT �ROPOSED VDOT STD.EW-7 LOT SS ,MANAGED STEEP s M .I�SMT=47 '4 / COUNTERSUNK A _ T GAR= �67 I SLOPES, TYP. M I / MINIMUM OF 6" _ CULVERTS SHALL BE 5 FFE= 00 _ � ,�. 6 • 33: 3 6 � � I � / � � / COUNTERSUNKA J s I I C7 BRANCH STREAM \ _ MINIMUMOF6' r I PROPOSED 8" HDPE YARD A�4 0 6 I R) �� DRAIN SYSTEM w/ id f / / FFE=49 .00 'I� I ,,9� PRIVATE DRAINAGE / I I � PROPOSED 22' EASEMENT. f 4 3 / LOT PUBLIC DRAINAGE - - - 2.9% LO 57 '6 I I EASEMENT 32 PROP�22� � VDO a X �\ INTERMITTEZ)�JST EAM / W ix 2 GAR= 90.67r I I1 DB. PG. M STD. CD`' 6 / Q Lu G FFE=4 91.00 PROPOSED 8" HDPE ROOF/ 3 / GAR--486.00 I �il / J l< I FOUNDATION DRAIN 31 / /FFE=486.33 T Z}� .�I SYSTEMw/io'PRIVATE 30 �� ���� T a I x.7% LOTS I DRAI NAGE EASEM ENT _- N o �' �J / r / �� / 52 a } GAR=4 Of67 - I pg pG. _ ROPOSED VDT \ \ �. ^ P OPOSED PUBLIC 53 4! FFE=49 DO 1 / sa.' STD. CD-1 V a w [L I / i ' 30' DRAINAGE PROPOSED i8" YARD _ • \ EASEMENT ,`P O �L a :, I DRAIN INLET, TYP. PROPOSED RIPRAP LIKED GA -495.5 � O z.9% L �q I 1 1 0 / - 17 / \ 2 1 / OUTFALL TO EXTENCOO O�N F E=497.5 GA -493.5 4; R- 9V.67 t LOT 'I \ �- I 1. / \ STREAM'S BANK/ / -1 bfE=495.50 a FFE=4 31.00 I YD-2 _3 28 485.33 1% \ � - -i I / J •. I I / � PROPOSED VD T STD. ES-z / sQ / •i. \ I 84. GAR=485.33 I S� N+ P P SEDVDOT a-• - FFE=48 / i PROPOSED SWIM FACILITY& \ 494.35 N492.4 STD. C9 z / / / 6 I _ �...._ \ DB SEMPGT \ / p 5.67 / 3' / / �/ a \ P BLIC DRAIN E MAINTENANCE EASEMENT _. •. 85.20 PROPOSED 3z' PUBLIC � DRAINAGE LOT AL W L W W % W r 85.45 / � ST . 1+�0.5 GA R=4 .67 i8 117+Qp� - t/ FFE=48 . / 481LSCi 4�A LO 45W .. - 44A �._ _ 1.0+00 - 486.0 �t FFE=48 19 / _ g94'3 'a923 � � ��: � � j PROPOSED SEGMENTED I J 43 . ° 30 R=486.33 LOT / / ' RETAINING WALL, DIAMONDPRO- I 81 Tw I COLOR: BLUE RIDGE S 48 ° . e e \ / 01 0 478B LOT 476E �GAR-494.6 ; • ` - � M� 6 � � � 488 4 488.4 : � \ \ 21 � FFF,=495.00 GAR=493.00 _ w 89.67 489.67 488.8 \ O / / / FFE=493.33 \ \ RAINAGE z5' PUBLIC I PROPOSEDV R. DRAINAGE EASEMENT -/ L 3 I. A • WIDTH PUB IC � V , . _ � � yjP A 489� DR INAGE EASE ENT 2 LOT 1 DB.PG. LOT LO,T v 4 J� _ LOT 2 e� \ \� LOT LOT LOT 22 26 25 24 FFE-49633 GAR-495.67 FFE=485.77 �> _ J PROPOSED VDOT I 27 FFE=496.33 BSMT=486.43 r I STD. CD-z J I FFE=497.0 FFE=497.0 FFE-496.33BSMT-486.43 BSMT=486.43 BSMT=4877p.1 BSMT=487.1 _ ,.. P / 5 �„�✓��,� _ P Sf D VDOT STD. ES-z - L tb _ - - APPROVED 5 M FACIIy^IY. ` --- '�° -� - Oz o00�3 SEE WP 7 8 ,° - '•'. • • •.. / I AMENDMENT#z OR DETAIL,Y. \ �I / �`. \., GRAPHIC, SCALE 9 - - / 24 n \ I / / / / �� / / O+O 6/ _ _ T f COW BRANCH STREAM 1�J 2z - ROPOSEDDD�[DQT PROP $ED z - PROPOSED z5' WALL D - / I PU DRAINAGE BENEATH PRIVATE ACCESSS �PR�POSEV OT STD. ESz 3 FcnnFin 48 TW �r gL( onnn mni nic SJn p pp �0( PROP�JS€D8 kI4P +00 NT-- LTION- 47 BG / I / / - / 1 inch = 30 ft. �A - ION�RAINS ---EASEMENT- ! /.,- - -------- DB G.-: LOCATED WITHIN PRIV TE - DB._PG._ "(� \ I w d � JOB NO. 202194 SCALE 1" = 30' SHEET N0. 8 ­1WA5LI SA L H 0 499 494 SCOTT R. LLINSt2� U Lic. No. 035791� 12/28/21 IONAL V, GOS LOT \ LLI 491.8 z z m: 12 AR= 93.00 60% -4 2: II I FE=4 0 91-13 U) 3E z 0 u < M Z 5.2% 0 1- G R-491.33 U < z =491.67 Ln 0 =) 0 u LLI �OT I Z 0 0 a ce > w co ca cr =) Ln < Lu < Lu Lu > Lu Z III GA =4 V) Lu FF =490. > Lu uj L OT Lij� � � z � �,14 u F_ 18B r4 r-i ti PROPOSED VDOT CD 4 [N�WAL�LS30" AND HIGHER SHALL REQUIRE A HANDRAIL PR STD�EW-i WALL C - SElDVD r STA. 0+00 CD- 532 TW ROPOSED 1 c \STD. CD- . . . . . . . 532BG PROPOSED SEGMEN 18A' 524 RETAINING WALL, PROPOSED 8" HDPE YARD PROPOSED VDOT 532 T DIAMOND PRO - DRAIN SYSTEM w/ 1 19+00 4-ou STD. CD-2 68(3 COLOR: BLUE RIDGE PRIVATE DRAINAGIf" 5 SLOPES STEEPER THAN EASEMENT. 524 B 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX DB._PG. WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF 6o LBS. PER ACRE, OR i LB PER i000 SF, UNLESS SPECIFIED 0 THERWISE(TYP.) 9A 19 2 ---PROPOSED vuu I POSED8" L9 r - - - - - \ D�k �LEANOUI TW VARIABLE MAINTENA +30 20' 52 - - ------- __ DB.,Z' PG.- 504 TW UBLIC DRAINAGE GAR= 0 2 BW 28 TW 5 GLA24 z EASEMEN FFE=49 .00 zo 508 TW N D P 2BG -------- OARC,- W 12-4W- - - - - 50ARC, n BW m 5, 504BG BW 510 BW 508 BW 506 BW 504 UNDARY, 7 516 BW 514 BW 514BG 5 --BW502- L G 15j, FFE= �.00 YD-3F 4-4 --- 5 518BG -520-TW 518 TW 516 TW 514 TW S12 TW 510 TW BW --- --- 132 5 8BW 516BG 12BG 510BG 508BG 506BG 505BG 502 BWI KCIJECT fy� BO E� �9 LOT -S I PROPOSE 42 - - ----- 2.7% LO" r 05�67 BRAIN A =1 - 41 /aFFE�-4 .00 PRIVA, I 'IAR� 253..5500 GA F FE�=5522�A- 50 DRAIN I T, TYP. PROPOSED r"I .00 FE �2 �49 PUBLIC DRAINAGE w 2.9% LOT 57 EASEMENT LOT YD-3B [7- //-1 Lu D CP\ < YD-3C I - a - i i GAR=, B. -PG.- C�4 L < Lij PROPOSED 8" HDPE ROOF C4 �43 1 1 L J A I__ Lu FOUNDATION DRAIN w 2.4 GFFE= 52200 OT L�T - < DRAINAGE EASEMENT =5 Go_ LOi j z > [__ SYSTEM w/ io'PRIVATE 24 T L/OT > p LOT -49 50Z DB., PG. C) Q� 0 cl� FFE=49 100 LOT LOT/ 1 1 T-7 I Lu C_ PROPOSED YARD LOT LOT IZ /I (A -r� 'Lu S 47 /40 DRAIN I LTyp G 5.5 GAR=501.5 GAR=519.33 GAR=497.5 L T 0/. ws A7 45 G, FFE=499.5 1 -9 35 INLET, > GAR=507.50 =505- I GAR=S1"0 IF�E=1.6.101r' FFE=�01.5 G 4 FFE=521.33 _F�F=517.0 FI rE-= FFE=4 91.00 0 < 497.5 0 /��3+21- RC POSED VD0 �,-_PROPOSEDVDOT L9 i� STD CD-: < 503.05 .35 16 1,/ /56 AV w492.4 0;6 V ow w I! !I w w LL �Y IA ON CO R PROPOSED 24' _S C 4 RD--,\ PR EDF (D .r• uj DRAIN INLE c\j %486.0 x YD-1•522.5 30 < < I PROPOSED DRAINA• GE ul GAR=507.33 -0 488.4 FFE=5-11. FFE=507.67FFEFF�=495.00 GAR=493.00 w 489.67 489.67 BSMT=497.7( BSMT=501. LOT FFE=493.33 ROPOSEDV R. LOT LOT T __j LOT- PUBLIC FFE=522.33 BSMT=511.7 LOT OT_ LOT .. LOT LOT IDTH PUBLIC SIM INAGEEASEvIENT SNtT­-51Z,43 t5184 LPT 1Z 3-4 /--�33 VARIABL WIDTHWALL �___� 31 DB. LOT 32 30 29 -PG. LOT I LOT ____33pb 37 36 & M TENANCE LOT LOT LOT 22 Z' "�*EMPEGNT LOT LOT 25 23 1� 24 FFE-496 33 PROPOSED 12" HDPEYARD 3) PROPOSEDVDOT_ 27 26 FFE-496.33 B AT=486.43 FIE=485 77 e4. ",_j FFE-496 33 F STD. CD-2 FFE=497.0 /.0 BSMT-486 43 ItSW 1-48b.46 DRAIN SYS F I =1 L__-T BS FFE=49 PMV,9�­EbRAINAGE MT=4887.01 BSMI EASE 4 X PROFOSE VDOT STD ES WAL TW 486 BW 490 1 C�4 Ol�/ P - -- - - - - - - - - - - - - - 111111111F�111111 I MEW jiiiiiiiiiiiiIi 0 m ENI 7 CA - =7 �77 +04 WALL E - PROPOSED 22' PROPOSED PROPOSED SEGMENTED DRAtNAGE BENEATH PRIVATECD-i STD. _j PROP SED 23' ... HDPE RQCF( AGn �Al STA. 0+54� IN IN(3 WALL, ton Ut AccEllo nVD T P s s C7 B. BT� __EA�)hMtN I 9DA I ION13RAIN SYSTEf9t DIAMOND PRO - 4�IUB -DB�. PG. LOCATED WITHIN PRIVATE COLOR: RIDGE 90 D(�31NAGEZASE­MENJ 0 _T m _�m e 48 s �UE s m 484 I 1 1 4910 TW m +00 -4 -494 m JOB NO. m ...... W A&-- -MA �Y- 4 AA m N WALL, __lA 202194 -,HTC S C�AL 0 SCALE + 0 30 5 30 60 120 1 11 30' IN FEET SHEET NO. f 1 inch = 30 t.- 9 Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface In a Base In a Subbase h a Dip GalaaeFarm 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 Mae JemisonLane 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 NOTE: 1. ACTUAL PAVEMENT SHALL BE BASED ON CBROF THE ACTUAL SUBGRADE MATERIAL. DESIGN CBRS SHALL BE PERFORMED DUR NGLUES CONSTRUCTION AND TRIP GENERATION MAP THE INFORMATION PROVIDED TO THE DESIGN ENGINEER TO CONFIRM THE SCALE - 111=100' 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 TRIP GENERATION CALCULATIONS FULL 3" BASE PAVEMENT SHALL BE INSTALLED ON GALAXIED FARM LANE AND MARY JACKSON COURT TO HANDLE THE CONSTRUCTION TRAFFIC. TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 3. PAVEMENT ON ROUTE 20 SHALL MATCH THE EXISTING ROAD PAVEMENT 43 SINGLE FAMILY DETACHED UNITS (CODE zio) THICKNESS AND DESIGN. 16 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220) NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND 4. THE SM-12.5A MAX LIFT THICKNESS IS 2". THE ADDITIONAL LIFTS MUST BE SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. PLACED 1 YEAR APART PER APPENDIX II OF THE 2018 VDOT PAVEMENT GUIDE. I LOF I ADT: 523 VPD (261 ENTER/ 262 EXIT) R/W ( R/4N AM PEAK: 39 VPH (10 ENTER/ 29 EXIT) F INISHEDGRADEI PM PEAK: S2 VPH (32 ENTER/ 20 EXIT) 11-y":„GC` 114 ":i al4_l' y 114,11, 6' -- �5'7-- (MNTING -G 1R1G -- 4 -+1�- 10 ET STRIP] NIKEIPNE) (IRAVELIANEI (IRAVFLIPNE) � IBIKEIPNIN --• z'5''• 6 4 TGUTTERI+(PLANTING CURB& STRIP) I 45 R/W-R/W TYPICAL STREET SECTION - 45' PUBLIC ROAD R11r (GALAXIE FARM LANE - STA. 10*00 TO 147L>O) 25 MPH DESIGN SPEED /SCALE1"=5 R IV CIL (PoINTOF FINISHEDGRADEI 114":i 5' 21 (PLAnnNG� -I- TGSs - - 4 to �- CURB&'`IBMEIANE) l0 4 (UI LBIKE LANEICUR08 ,INE1ECTI STRIP) GUTTER) [IRAVKIANE) DRAVELIANE) GUTTER) - 3z'F/C-F/C - 51'R/W-R/W TYPICAL STREET SECTION - 51 ' PUBLIC ROAD R11r (CALAXIE FARM LANE - STA. 14*10 TO 157L41) 25 MPH DESIGN SPEED (SCALEQ'I 1"=5 RI IV <ro�rrtLoF F INISHEDGRABEI 1111 H.I. 114 :1 I 114":1' 6' 2 1 (CONCRETE IPLAEII -- - - 4 lo' -I`IBIKEUNE) lo' 4 '- SIDEWALK) STRIP UTTER DRAVELv.NE) CTTEB~ DRAVELv.NEI (BIKEUNE) GV*iERI� �6V*TER) 3z'F/G-F/C R/W-R/W 57' TYPICAL STREET SECTION - 57' PUBLIC ROAD R/#r (GALAXIE FARM LANE - STA. 15*41 TO 167L96) 25 MPH DESIGN SPEED (SCALE 1"=51--5')Q )IL R PoIIOF FIN TWA:" TWA:"zl4":i I 314":i SIDEWALKI Tly":i 55' (CONCRETE (MRTI. SIDEKB I STRIP) (PLANTNG�T- � Ero UIE - - STRIP) OR.. ITRAVEL4E) NE) BRAVELLANCURBB runes zF/G F/C GunsRl 4 49'RTW-R/W TYPICAL STREET SECTION - 49 ' PUBLIC ROAD Rllr (MARY JACA-SON COURT & M°4, IE CURIE COURT) 25 MPH DESIGN SPEED (SCALE QII 1"=5 J ro LLOF NNISHEDGRAOE) BII CIURBB 6 -- B ON- Z) TRAVFL.E) (FRAVELLANE)-`CNER. GVTERI PARKING) GUiiEA) go'F/G-F/C - 55'R/W-R/W TYPICAL STREET SECTION - 55' PUBLIC ROAD R/W (MARY JACIlSON COURT - STA. 12f93 TO 13*59) 25 MPH DESIGN SPEED (SCALE 1"=5 J CIL POINTOF HISRHEDGRABE) R T/4T14_ya' GRAD6- Ex I- �qOf 12G" VAR. WIDTH _ VAR. WIDTH I- CURER GUTLER) TRAVELLANEI (IRAVELLANE) VAR. WIDTH F/C-E/P - 6' DITCH VAR. WIDTH R1W-RfW IL STREET SECTION - VAR. WIDTH PUBLIC ROAD R,11#r (CALAXIE FARM LANE - STA. 16f96 TO >Bf35) 25 MPH DESIGN SPEED (SCALE.`1-=5) CIL (POINTOF FIN) ADE) R T/4':i GRARC- Ex, 1 J 5+ VAR. WIDTH _ VAR. WIDTH ITRAVELLANEI TRAVEL LANE) VAR. WIDTH E/P-ElP 6' DITCH VAR. WIDTH R/W-RIbV IL STREET SECTION - VAR. WIDTH PUBLIC ROAD R/IY (GAL.AXIE FARM LANE - STA. 187t-35 TO >9f04) 25 MPH DESIGN SPEED (SCALE 1-=5) CIL WORLDS FINISHED GRADE) z.T (CG 6 yll�- .0, CURB& TRAYELLANE) GUTTER) 53 TYPICAL ALLEY SECTION - 53 ' PRIVATE ROAD (VERA RUBIN PLACE - STA. 10f64 TO »7"20) 15 MPH DESIGN SPEED (SCALE P'=5) 3' 16 (PARKING SPACE) 18' (PARKIN SPACE) STEP) 6. .ANTI STRIP) NO ON -STREET PARKING ALONG ROADWAY ANTI. STRIP) NO ON -STREET PARKING ALONG ROADWAY .ANTNG (CONCRETE STRIP) SI NO ON -STREET PARKING ALONG ROADWAY T/4�_':i SIBEWALq NO ON -STREET PARKING ALONG ROADWAY AMING (CONCRETE STRIP) SIOEWALKI 30 TRAVELUNE) (POI �`OF IDCIEN VIABE) II II -I z6 I 1 w - II III II II III )III )III )III III, II p I I II I I II II Iil I 1� MARY JACKS NCOURT PROPOSED PUBLICRD 4 } y III II " 1 I'II III II II II II II II - ' I� I II III III III II ,III I I IIIII III )III II I I ( I I _ - "- EMERGENCY ACCESS/ PARKINGLOT I f- ,I r ,. PROPOSED B." SM-9. EXISTING EXISTING STONI COMPACTED ASPHALT PAVING - MILL/OVERLAY ALONG ROUTE 20 NO SCALE PROPOSED 1.5"-2" SM-9.5A SURFACE COURSE Lic. No. 035791 a 12/28/21 AJ /' hC EDPDRLICRO J/- FEE PRDPDE / / / F a - J L PROPOSED pUBUCRNG+ \ Z e / 1V0.R..W,DTM g Z U o Q 1 IF e O Z J L \/ 0 ` i / u ^� J L I�\w it LUZ 1 (VARIABLE WIDTH) 4" CONC. NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER \ \\\\\ \/ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE PROPOSED 1`3" BM-25 zo.5' TO iz.5". INTERMEDIATE COURSE SEE PAVEMENT CHART GENERAL CONSTRUCTION NOTES FOR STREETS:• PROPOSED 4"-8" zz-A FOR DEPTH OF EACH COMPACTED AGGREGATEBASE PAVEMENT COURSE 1. CONSTRUCTION INSPECTI0N OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE COURSE COMPACTEDSUBGRADE ASPHALT PAVING - PROPOSED PUBLIC/PRIVATE ROADS NO SCALE PROPOSEC 3-4"HARDWOOD.. 2U STONE NDUST \j� /�\/ \ COMPACTED SUBGRADE PRIMITIVE TRAILWAY CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLE77ON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A R SURFACE COURSE NATURAL WATERCOURSE. PROPOSED 4"BM-z5 .5"orio". 4. GUARDRAIL LOCA7ONS ARE APPROXIMA7E EXACT LENGTH, LOCATION AND APPROPRIATE END 7REATMENTS WILL BE FIELD INTERMEDIATE COURSE EE PAVEMENTCHART IFOR VERIFIED AT THE 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE BCOMPACTED PROPOSED AGGREGATE TEBASE AGGREG COURSE AVEMENTCOURSE DEPTHOFEACH OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE COMPACTED SUBGRADE------__.INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER MUM WIDTHS SHALL E INCREASED TO SEVEN (7) FEET DESIGN.VEMENT CROSS AS HALTIPAVEM 5. WHERE URBAN SECT70NS ARE INSTALLED, ALL RESIDENTAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B SECTION SHALL MATCH THE OR C). ASPHALT PAVING - TAPER ALONG ROUTE 20 EXISTING PAVEMENT SECTION ALONG ROUTE 20 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO III STANDARD NO SCALE PE- 1. ALBEffARLE COUNTY 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. GENERAL CONSTRUCTION NOTES 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED 9, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL RyJ FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND 2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT CONVENIENT ACCESS. 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 a SB i J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE III FOR PUBLIC ROADS. (T`AVEL`ANE) DER, � 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 ANY CLEARING, GRADING OR OTHER CONSTRUCTION. FILL TRANSIT70NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. "'R/W-R/w 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 13A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO TYPICAL ALLEY SECTION - 27' PRIVATE ROAD 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH l/DOTS VIDEO CAMERA (VERA RUBIN PLACE) NOON -STREET REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. INSPECTION PROCEDURE AND WITH A III OR COUNTY INSPECTOR PRESENT. 15 MPHDESICNSPEED PARKINGALONG 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN (SCALE 1"=5/ ROADWAY THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN GENERAL ROAD MOTES.- ORDER TO STABILIZE A DRAINAGE CHANNEL. cIL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR GRADING &ADE, M� R UNIFORM TRAFFIC CONTROL DEVICES. 1. THE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT FINI=SHED 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUCT70N METHODS OF THIS PROJECT. ........- - -- - --..........YI I 44 PIPE -CLASS Ill. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND 10 -- 6 IC61 (TRAVEL LANE) C1 1. GUTER) 45'R/W-RIW TYPICAL ALLEY SECTION - 45' PRIVATE ROAD (VERA RUBIN PLACE - STA. 127L95 TO 137L55) 15 MPH DESIGN SPEED (SCALE 1"=5 J TOP OF R NOTE: VDOT #57, #68, OR #78 CURB STONE BASE UNDER CURB& LOT LI E G4 6" z/4":T' 13" 6' CHECKED BY VDOT PRIOR TO PARVING AND/OR BACKFILLING 1":lL a' 7" I 1, 1 6" 1 2' STANDARD CG-6 CURB & GUTTER NO SCALE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATI0NS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, 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 COMPLET70N 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. 0 z M CIA N M W N z O Q WN Q W 0 Za O J LU 0-6 x Q WLU U �� O LU Ul J ZQ ( F4 � con LL l� W J� O _ O CIA L w w a 10B NO. 202194 SCALE AS SHOWN SHEET NO. 10 JUNCTION BOXES, TRANSFORMER PADS. PEDESTALS, ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT OF WAY. VARIES r10'3�I 101i✓► Id WATER SEWER 3 a Ei ti L LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 ED-1 PLACE 5' GALVANIZED " WITNESS " POST WITH `oI CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I I ADJUSTABLE VALVE BOX W/ LID i II U E a MN N - - - M.J. GATE VALVE WATER NE F n 2500 P.S.I. CONCRETE P a 2'x 2' BEARING AREA. THRUST BLOCK d. e. 4 o A A NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 3/IG" STEEL PLATE WELDED TO POST d GROUND SMOOTH 2-1/2" DIA. GALVANIZED STEEL POST. PAINTED WITH 2 COATS OF PRIMER AND INSIGNL4 YELLOW 3/4• VIA. STEEL PN W/ HEAD W/ 3/5' M. HOLE FOR "I LOCK LOC K FINISH SURFACE CN.LC.J Ln 3" DIA. GALVANRED I' " t9 STEEL PIPE 5LEEVE IT CPANT ABOVE GROUND PORTION SAME AS POST) N CONCRETE FOOTING 3/1G' STEEL PLATE WELDED TO SLEEVE 12" NOTE' DRILL A 13/16' DIA. HOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. EMERGENCY BOLLARD DETAIL NO SCALE :III e: R - R * I1 rN o // g 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 2.50 250 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2,00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.28 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REWIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. L USE 2500 P.S.I. CONCRETE. 5. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 1. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 1• CCMPRESMON " 3/P MALE PIPE COUPLING OR APPROVED EQUAL 1• K SOFT COPPER C FDIC SNUGUER FAMILY DUAL EN AL SERVICES pi DUAL RESIownRL AND IRRTIAL HN SERs AND IRRIDA➢DN $ERNCES I•ll"O. TEE (D NOD ND SWEAlEO EInING$ DUAL SERVICE 4 1` CCAUNESSNM " 3/! MALE PIPE COUPLING OR APPRONED EQUAL 1• TYPE: N.• SOFT COPPER O FOR USE ON DETACIED SIDLE FAMILY RESIDENT& YRNLE WERE AN IRRIGATION METER IS N07 PROVIDED. SINGLE SERVICE NDTE: 1) SADDLES SHALL BE USED M PNC PIPE, CAST IRON UD EXISNED MADE toll, LOCKYANG BALL METER 61wn & OUTLET) Box 3B' MIN. GOPPERSETIER 1/8 BEND COIIPLNG� y s = METER CDRPptATp1 STOP BRIM AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. BET DOGHOUSE BABE '+ EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12' CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR P AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE OIAMATER PLUS 6". t 12" THICK WOT N No. 68 STONE BEDDING 8"xe"x16" AND 4"xe"x16` SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE ....WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL OOg10U5E OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE 5-1-A WIT 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL V-0" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING NA 12' MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.TS FIG. S-1-A1 TD-26 IUTSIUI 12" Top Yew 6" MINIMUM AO 4' MINIMUM 4 G 4" MINIMUM d- d _o 4 d NOTE: RESTRAINED JOINT FITTINGS. -- - - -- Side View 42" Minimum c - - - - I I a. Certification of 95%tlo compcc0 required Q A, 4 Galvanized Steel Beam, e W12 x 14 (min. size) 4 3' min. penetration into undisturbed 45, soil or as approved by the < / ACSA. NTS FIG. Vill TD-5 PIPE SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE DID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL ILL BE CORED AND A FLEXIBLE CONNECTION BOOT " (5 INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD- 27 TD-13 FINISHED GRADE =WTI- I=1�1-1 =T1r=WTI_ FT=T1r=1T1=T TRENCH REDUCER - T < e �2500 P.S.I. CONCRETE THRUST BLOCK ---------------- - -------------- UNDISTURBED SOIL A - g 18' MN PROFILE VIEW} UNDISTURBED SOIL - EDGE 1• { --- OF TRENCH- 24 MN. - - - - - - - �- - - - - m -- REDUCER B" MN A' A.da 2500 P.S.I. CONCRETE THRUST BLOCK , ,a. g" MN .---------------- -. UNDISTURBED SOIL - EDGE OF TRENCH +'` 24" MN NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. * 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. * THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 NISHED GRADE AIR RELEASE VALVEAV BRASS OR BRONZE PIPE BRONZE GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE "K" SOFT COPPER TION STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A I- A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 �E E . Eno q ^�E w 9 \R 8� i6 ay U EB E- 1.0 o FSie $ o T US b 0 Q. d gay y F rv3 E3 U 112 2i a Lj 3 La ai o 2 _E E Ea E ANa _ U E =n0 - am � - E E. _I= .aE SE 15 �$�n 3E of N a ^I • $ Flu m C', n'm NI LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG SA-D TD-31 TO-20 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2- MIN DIAMETER OF 4". & ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 z 4 MARKER PLUG END OF - MAIN LINEN SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2TO 10' (2701 18"-22" ALVE BO% 7 CU. FT. #68 STONE 42"MIN i 6" GATE 1 . 'may VALVE '8" Xfi TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATINS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL V21MIN INITIAL BACKFILL "!141 IN �J 6•' BEDDING (J68 STONE * STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a MI INITIAL BACKFILL 4 MI UNSTABLE B" 8 8 8" $OIL\ IN MIN MIN MIN. #68 STONE GRANULAR FILL AS ;:,..,, APPROVED BY ACSA `\ S A 1 CK ABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 WMIN EMBEDMENT SPRING UNE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" UFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 'ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING INDUCT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE - TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 TD-34 SCOTT/R. CbLL NSZI Lic. No. 035791 pow 12/28/21�4 ti`SIONAL 0 Z g� Z _J L t O_ ` :D c Of U NEC Z LUO( Z O Z J L O c LI LU GO C U) - u U) Q [ W ZE .-y N 00 N N z� rH M (V yM V w N z O W� (V fV z' o W a Q Itttttttt� ? O L9 � w p 0 Z 'I °C as x Q w W U O � LU z VI) J FIIIIIN F4�WAN/ IIIIIIJ AN F+-I J� O Nel O ' fFIIIIII Ub LU I- w LU _ Q. LID JOB NO. 202194 SCALE N/A SHEET NO. 11 2016 ROAD & BRIDGE STANDARDS .. 2A WASHER- I - S i S - "d8• BOLT iL 6 NU T ii "HOLE i 4' HOLE - 8N. 8BLOC `TREATED < �i HOLE RIME BLOCK AT 0` RECYCLED MATERIAL. TREATED P TREATED PINE �♦ 6 BLOCK OR r �,4. RECYCLED GALV. STEEL 100 o MATERIAL COMMON NAIL w SEE NOTE 5. H+ u K 6 WIDE BLOC OUT OR U WHEN REPAIRING DAMAGED GUARDRAIL F E E E N I E NL TREATED TREATED z CONTNNNG STEEL BLOCKOUTS. PINE BLOCK is s , •�• BLOCKOUT FOR MAINTENANCE T ilmliIJ .I REPAIR ONLY SOUTHERN PINE-_II�'TII ^ 1 19 LESS THAN 1'-d' < 7)'i" HOLE - 6%8 WOOD POST T 4". 8"d'-2" TREATED " PINE BLOCK. STRON POST THE CRT POST IS FOR USE WITH THE 11 4 WIDE BLOCKOUT REDu1111 iEo5T cuAR�e-1L HERE�� SPECIFIED BY STEER THENGINEER IINN THE S. DETAIL A O IA POST MAY BE HOT ROLLED OR WELDED. - r 1:' GUARDRAIL INSTALLATION -- FOLES j"'1 SITES REQUIRING LONGER GUARDRAIL POSTS N }�, N II < 4.._rr NOTES BOLT 6".8..0-2" Of 16 ' TREATED PINE w 6 HUT I. ALL BOLTS. NITS. WASHERS. AND OTHER BLOCK OR D STEEL ITEMS ARE TO BE GALVANIZED. I - I II RECYCLED w II MATERIAL N Z. ALTERNATE TYPE POSTS AND BLOCKOUT MAY N Y BE INTERCHANGED 0 M ONE PROJECT WITH II W6.8.5 OR z THE RESTRICTION THAT THE SAME TYPE OF - W6.9 POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. OPTIONAL HOLE II TO FACILITATE " 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE. ETC. SEE SHEET NOS. 501.01 '/� DIAL HOLES At YI ,1'U-I� I GALVANIZING I �IIAII^���I I AND 501-02. 4. DRIVE NAL ON BOTH SIDES WITHIN 2" OF THE T P BOTTOM F BLOCKOUT AFTER " a 0 OR 0 D. B OCKOU 1B '✓i I IN B T I INSTALLED. OL S NS ALLED. I� L HOLES IN POSTS AND BRACKETS -6-I I-4 TO BE 3:' DIAL CRT POST STEEL POST SPECFXaEO A COPY OF THE DRAWING 01 REFERENCE $T ANDARD BLOCAL KEDAND �OUTW BEAM GUARDRAIL ROAD A+o BRIDGE 2 1 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 505 VRGIMA DEPARTMENT OF TRANSPORTATION O8/11 SOLOS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS M-2. 2A * 27y4" MIN - 28-y4" MAX RAIL HEIGHT Y-1'/2" 1 3'-T/i' N N !wN!♦" y'NNN NI III II GR-2 GR-2A (W-}" POST SPACING) IS-11/2" POST SPACING) MAX DYNAMC DEFLECTION - 3' MAX D"NAVIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND lqt 4f AS DIRECTED BY THE ENGINEER. K : OPTIMAL - A MET OPTIONAL NESTED R IL OPTIC GR 2 H00 FOR DETAILS F POST M L IN T SEE SHEET N 1. O 0 SO DBOC OU SS S 05005 USING RESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT. RAIL SPLICE JOINT, A RAL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 50 501.02. • 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. Pfr T SHALL NOT BE SET WITH A VARIATION OF MORE THAT s" PER F00T FROM VERTICAL W-BEAM. BLOCKWTS. AND POSTS SHALL E SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. ALL OR AND CR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 271'4° MN - 283':' MAX A5 MEASURED PER STANDARD GR-INS. ALL W-BEAM RALS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LIE MPH EHY RE LS FLARE RATE FLARE RATE 70 9' 3 ISa 4 60 8' 2E lIn 50 6.5' 21:1 11.1 40 5' 16:1 1 S:I 4 30 4' 13:1 1 711 4 l SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. -%VD❑T A COPY OF THE ORIGINAL SEALED MU SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIODE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET I OF 2 REVISION DATE (STRONG POST SYSTEM) 221 50104 DB/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 2016 ROAD 8 BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS GR-10 (2) 12'-6•' SECTIONS OF ST-D. 0 W- IM HAVING A S C TA ED INSIDE 37''611 25'-0" THE OTHER 25-0 �[ [ STAIID CR-7 A OF GRE AC KEW )FORA 4 LIME ROADWAY USE APPROPRIATE RI.N-)FF TREATMENT)- CREA E PE ID BOX IDICULAR 3T-6" 2S'-0" 8 SKEW BOX CULVERT ONE POST OMITTED l l l l l I l OTHER GI 2016 ROAD & BRIDGE STANDARDS EW-2. 2A SHAPE TOE BEVELED WITH NOTES: MORTAR 1. FOR TABLE OF DIMENSIONS AND VOLUMES FOR CIRCULAR PIPES (STANDARD LW-2) SEE SHEET 2 OF 3. 2. FOR TABLE OF DIMENSIONS AND VOLUMES FOR ELLIPTICAL J a PIPES (STANDARD EW 2A) SEE SHEET 3 OF 3. - - i 3. THIS ITEM MAY E PRECAST OR CAST IN PLACE. K' DETAIL A 4. ON SHALLOW FILES. WHERE ENDWALLS ARE 1' OR LESS BELOW SHOULDER LINE. THE TOP OF THE ENDWALL -A SHALL E CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. I I 5. ALL CAST IN PLACE CONCRETE TO BE CLASS Al 1A pp NOT a FOR PRECAST SEE SHEETS 01.06 AND 101.07. / BEVEL 2 •4 DEFORMED N INVERT 6. N NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL CRACK CONTROL SLOPE. DITCH SLOPE. OR SHOULDER. BARS P` Y I 7. THIS STANDARD TO E USED WITH STRAIGHT CROSSINGS 70• AND SKEW ANGLES TO 15•. 8. COST OF 13ARS FORCRACK CONTROLE INCLUDED IN P DETAIL B PRICE PER END PER CUBIC CONCRETE. \TT" 9. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WERE A CONFLICT WITH INVERT AND WNGWALLS OCCUR. lO.BEVEL EDGE IS REQUIRED 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 E EITHER SQUARE EDGE OR BEVEL EDGE. 11 ON ALL EDGES AT C >�\ PLAN MONUFACTU ERSYOPTIO 2 •4 DEFORMED CRACK CONTROL BARS D-CIRCULAR PIPE ST-D. EW-2 S`O S-ELLIPTICAL PPE STD EW-2A 0,. DETAIL A SEE H II 3„FLow rr 11 + SECTION A -A I W I II i II W NOT REVEL •'' NVERT SEE DETAIL B END ELEVATION SIDE ELEVATION SECIFICATION `�T REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAD ANDBRIDGE STNDARDS 105 42" - 96" CIRCULAR AND 60" x 38" - 106" x 68" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 3 302 VIRGINIA DEPARTMENT OF TRANSPORTATION IO.OS 2016 ROAD & BRIDGE STANDARDS - BOX CULVERT ST'D. GR-7 DIRECTION OF TRAFFIC TOP VIEW �5'-6 " MIN " � 25'-ON. 37'-6•R 12'-8' SEE NOTE 1 EW-2 TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL FOR 42" - 96" CIRCULAR PIPE CULVERTS DIAMETER OF PIPE CULVERTS W OD J N OMENSON 42" 48" 54" 60" 66" 72" 78' g4" 90" %" DIMENSION A F-6.. 1._6.. P.6.. 1..6. 1._61. T_6. 1..6.. 1'-II A B 4'-9/i. 5..4.. 5'-10%" 8'-5" 6777 7._6.� 90/2' B'-]` 9'-2'A" B 303g. ' 40.z6." 50 U6 5.' "Y' 5'-1T' 6'-{'/1' 6'-9%" 7'-2'/i C y_g,. 4'.0" 4-_6" 5._0.. 5'_6,. V-S" 7'-0" 7._g.. g..0.. p E 0_g. 0._g.. ,, I„ 0-4,. 0.-6., 0._6.. 0.-5.1 E F 0'-5'/i• 0'-6•• 0'-B%i• 0'-7" O'-7Y.' 0'.8. O'-WYi• 0'-91, 0'-9'/t' 01-10" F J G 4'-4" C-O" 5'-4" 5'-10" 6'-4" 111 7'-4" 7'-ID" B'-1" 8'-10" G J H Flo- 0'-ID" 0'-11' I._0.. T_r. 11.2pp T_3. V-4-. 1._5. V.6. H ILL. I 1'-tl^ T-d/i' 2'-3" 2'-5%2' X-8" T-10I Y.F. 3'4/i' T-6" S-M/," •iN J w-M/i' 6'_41/4" 7.4/I' T-10" al'-7" 91"1 10'-Oi"♦" 10'-9i11" IT-7" 17-41/," J K 4'-5'/i' 4'-If/i' S'-SN" 6'-1i'e" B'-9' T-4'/e' T-N'/i' 8'-6'/i 9'-2" ff-N/i' K C)N LL L 6'-7 " 74-6" 8'-4'/,' 9'-2y" lo..%' ID' -IT%' 11'-10• 12'-B%" 13'-1& I4,-5'/:' L T-f/i" 1'-2'/i' 2,-0s%., T-2" M N 0'-5 0'-5 :' 0'-6 0'-6 0'-7%" 0'-8'/e" ')'-6 d-7/4" 0'-q" 0'-10%" N 0 0'-tf/i' 0'-t}/i 1'-0%2" r-1/2, I'-2'/2' Y-3'/2" T-1'/i' T-S'/i Y-6%2' T-7'/i' O P 5._9.. g,_g.. 7._3" g._0.. g._g. 91_6. 10..3.E IT-O.- IT_9.1 12._6" P R 1'-V T-2'/2" T-4" T-5%i' V7- 1'-8'/Y' 11-I0" 1'-11'/" 21_I• 2._21/" R CUBIC YARDS CONCRETE CONC. PIPE 3.558 4.37 J 5.635 7.089 8 .776 10.702 12. 1 86 1 . 5303 .19 18 5 21.2 85 . PIP CONIC E C.M.RPE 3.791 4.680 6.054 7.642 9.490 11.605 •3.984 16.678 19.724 23.107 C.M. PPE LU O_ N OJ cr U) C 4'-4" 4'.10T .. 5,-5ye 6•-01Y' 6'- " 7'-2%' 7'-91 " W-41 ' 6'-ll •' ff-61 :' C O.-Sy.. 0._71' W-71 " 0'- O'-8%. p-g ".90 0'-" O._,O 0'-1F F G 4'.3" 4'-9" 5._3.. 5..9•. g..3.. 61.91� T-y. 7._g" g_31. B._9.1 G I 1'-loy'.. T-0/:• 2'-21':' T-5'/i' T-7j'i q T-'/4' 3'-0' .Y'� 3'-3'/4' 3'-54" S-C/i I J 5-_81/4. 6._4" 7--l" 7' 0." 8•.6.y, 9'-VA 10'-01/'• V.91A.• IT-g • 12'-3`/" J 0 J ll J L 8' -8" 9'-91"' 10'-1 , 12--lVI" t3'-3$" ts'-51/4^ 15'-T' M'-9" TT-D�'i' 19'-, 0 L T -f' 1'-2" T-%" -a 1/ .� 1'-91/4 T-10 " 2-0'/4" 2'-1 " MM 7'-G"9.6 g..61. 11-6 12-6 "..g� I.g. 5_g. 151.6.1P P R 1'-Oj5•' T-21A" t'-3Y." V-5'A" T-6f': "4/2' 1'-9%., 1'-111/i 2'-O�i" 2'-7/:' R CURL �M05 CONCRETE CONC. PIPE 4.238 5.230 8.761 B.53W 10.W02 12.958 15.612 IW.623 22.104 25.W9W 'GIPIPE CM. PIPE 4.469 5.5}6 7.177 8.068 11.J12 U.856 M.7}0 1S.9W 2J.61g 27.704 C.N. PIE FOR 1'/rt AND 21 FILL SLOPES a 1 0'-4'/2" 1 0'-5' 1 0'-5Y'i" 1 0--61A" 1 0'-7" 1 0'-7/2' 1 V-11"A" 1 0'-8f'4,' 1 0-91/2,- 1 0'-10" u b 0'-9/i• 1 0•4• 1 0'-4'/i• 1 0•_5•' 0'-51/i• I 0•_6•' I d-6I 1 0•_7" 1 0'-]'/i' 0'.g•• 6 FOR ALL DIMENSIONS NOT SHOWN SEE VALUES LISTED ABOVE FOR } :1 FILL SLOPE ROAD NO BRIDGES ANOMOS STANDARD ENDWALL FOR PIPE CULVERTS 42" - 96" CIRCULAR PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 302 SHEET 2 OF 3 REVISION DATE 10104 TOP VIEW SiD GUARDRAIL POST I� ""^ ""•°^' �ST•D GUARDRAIL POST 6L°ocIKFUlh. S�E` i AR GIRO zT zAA D ELEVATION TYPE I -ONE POST OMITTED LIMITS OFS5EEP``A7VI1WET17 ppFPFOR�1Yy ST'AD.. �G[R--C10 I-1- N1Vik6A SECT SNESTW NSDE % OTHER STD, OR-2 STD. GR-2 2._g.. 7'-6" - 37' B- 37'• - 3 25' O" NIN. 8 (11 12'-6" SECTIONS OF A+ A SWECETARNEgEAN HAVING A THE OTHER . Si'D. GR-7 STADMO OR BOX CULVERT FOR A 4 M RO WAY USE APPROPRIA E UN- F TREATMENT). TOP VIEW DIRECTION OF TRAFFIC TABLE OF MAXIMUM 3T-6'• 25'-0" MN. 3T-6^ LN .6" 37'-6^ ALLOWABLE STRUCTURE STD GUARDRAIL Posr A iA SEE7FR TN i E 4 5T'D OOMORAL POST QUID H$�� S�OU' HI$v��DESIG B NP Mtsb's"T `tNO �4T MURE. 6 6 l l l l l l l LI l V 1 1 1 J 1 1 1 1 J J BOX CULVERT ELEVATION TYPE II -TWO POSTS OMITTED NOTES: 1. INS SHEET IS APPLICABLE WHEN GUARDRAIL IS RECURRED AND THE DEPTH OF FILL ABOVE lTOP SLAB OF THE BOX CULVERT IS LESS THAN 4" 0', 2. GUARDRAIL INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 505 OF THE SPECIFICATIONS, MATERIAL REQUIREMENT FOR COMPONENTS SMALL BE N ACCORDANCE WITH SECTION 221 OF THE SPECIFICATIONS. 3. GUARDRAIL POST SPACING SMALL E IN ACCORDANCE WITH STANDARD OR-2. AN 4. THIS DISTANCE SHALL BE IN ACCORDANCE WITH VDOT POLICY ON DETERMINING 1 THE LENGTH OF NEED FOR GUARDRAIL WITH A MINIMUM DISTANCE AS SHOWN. 5. ALL SPLICES IN RESTED W-BEAM SECTIONS MST COINCIDE AT A COMMON PONT AND BE BOLTED TOGETHER USING ONE SET OF BOLTS AT EACH SPLICE. TYPE I. ONE POST OMITTED TYPE I- TWO POST OMITTED SKEWA '� I .HPEID'ttILM ')CET) SHREW A MAX WIDTH 0' 9' 1015 0' 9' K7.75 5• 9' 10.4 5• W. 16.6 q- 9•1 10.2 q• 9-' 16.4 15• 9" 10.0 15. 9" 16.0 20• 21 9.6 20. 91 15.5 25• 9" 25. 9' 14.9 30. 9" 8.8 30. 9- M.3 35• 9' JS 9- 13.2 40• 9' 7.6 4D' 9" 12A 15° 9" 7D 45 9" 11.4 V DOT AND BRIDGE STANDARDS GUARDRAIL AT LOW -FILL CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION SPE REFERENCE CIFICATIONROAD 2 3�5 SHEET IOF 2 REVISION DATE OB/10 sotle EW-25 TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL 1-11h SLOE D W77ER -IPE CULVERTS DIMENSION 42" 48' SP' 60' 66' 7 " B4" 90' 961. DIMENSION • 30 4''- 4 7 5' 2 5 9 6 ! :• 111 " 8 - B-I" D 30 SKEW J J 30 6'-3" 6 1119' 7-9 B'J e 9 5 i 10' 3' e' 1 Il-0 11 10 i' --8/, 12 8'/i' 13 61/4 13'-6'/i' J 30 K 30 5'-0' S-62 S..3'/a' 67117e 7-7 i' e' 7 " B tt " 9 7 i' 10 3'/i' io-777 K 30 BD YARDS GONG. PPE 3.631 4.459 5.745 ].223 e. ,0.885 t 1 4 18A56 21.5Bz CONIC. PPE ONORETE .M. RP 3.900 4,914 6.228 7.061 9.758 11.928 14173 17.132 20.221 23.686 C.M. PIPE C 45 S' 9•• 6'-6" T-3 81.0' 8'-9" 9'-8" 10'-3" 11--0'• IT-9" IT-6" C 45 D 45 4'-11%" 5'-77 " 8'-4 T-0/! ]'-9 ' e'-5 9'-2 i' 9' 10 i' 10' 7'/i' 11'-3y'i' D 45 45 2'-4 2'-61 2'-9 YLO :' 3'-3 3'-7• 3'-10 i 1 9 i' 4' 4)1. 4' 81/4" 1 45 • SKEW J 45 7'-51'4` 8'-4 ff-4/i' q'-4 •• 1T-4 i' 12'-Pi 13-3 • H•-J •. 15- W." 13' 4'/i' J 45 K 45 5'-91 ' 6•-5i' •' 7'-3 4" 8'-0 4' B'- 4" 9 -7 4- 10-5 M" IT 2 12'-d/i 12'-94i" K 46 L 45 8'-1 " 9'-2' i' O'-3" 11' 3 : 12 -{ 2" 13'-5 i I4,_g° 15'-6 " X4-T/i 1T-8'/i' L 45 M 45 0'-4' . 0'-4' ' 0'-42' 0'-5• 757 " 5-7:' 0'-8:' 0--6 " 0'-7" d-7'/i' M 45 R 45 I'-6 1'-81 1'-q 2'-0 :' 2'-2 2'-5" T- i 2'-9 i' 2'-11 l 3'-2' i' R 45 IC YARDS ONG. PP GE 4.711 5.191 1 8.{!7 .{ 1 1 21.4T0 25.107 9NCRETE C.M. PPE 4.542 5.604 7.274 9.189 11.400 13.927 16J83 18,997 23.552 I 27.5B4 G.M. PIPE FOR 211 FLL SLOPE DIAMETER OF PIPE CULVERTS 42" 18" 54" SO" 66'• 72` 78" M., 90" 96'• D 30 4•-0'/" 4'-7 5'-2j's" 5'-9 6'-4' j' B'-11 s^ p-61/ ^ g'-I^ 8'-81, 97-2 - D 30 D* SKEW J 30 6'-2 N" 6'-11 7-9 6'_p/s" g._5•. q'-2 T-0 ' 1'-1d/i 12 _gl/x' 13..6.. J 30 K 30 5'-0" 5'-6 " 8•-1' 6'-14 T-7 4" 8'-J 8'-Il 9'-71 q'-3'/ q'-1 :' K 30 BIO YARDS CONIC, PPE 4.310 5.315 5.858 0.669 10.757 13.138 15.823 18.E3 22.3ne M201 CONC.PPE CONCRETE C.M. RIPE 4.576 5.668 7.349 9.304 11.577 14.175 17AM 20.444 24 11: 28.287 C.N. PIE C 45 T-8" B -6- D -8' D -6' III 6 1 ' 6" 2 13 -6" 14•- 8 15'-6• 16'-6" C 45 D 45 4'-113'j" 5' 7/4' 6' 4%" 7 01% 7-9 - B-5 9' 2'/4" 9• 101." IO'' /i' 11'-J : O LS 1 45 1 2'-4" 2 6%' T-91/ 3 -0% J 3%i 3 -B ' 3 -9y'4" 4 -07%. 4'-4 '• 4 -7%" 1 45 50SKEW J 45 7'-5%' 8 4'/i W-4'/4' 10'-4' 11-!% 12-3 " 13•-3%i' 14'4/:' 15'-3 i' 16'-4' J 45 K 45 5'-91/4 6'-5)'i' T-3'/4' 8-0;'4 B-Id/." 9-7: 10'-5%i' ll-2%" 12'-d/e' 12'-9%- K 45 L 15 q'-71/i' 12-0'/i 13•-514 R-XN/4' IB'-y/i' 1]' S i' 19'-T/s' 20-8'/e' 21'-IT' 23'-/' L 45 N 45 0'-4'/, O'.4'1A. 0--4%2' 01 0.5%. 0'-5 4" 0-6'/i 0-6%" 0'-8 0'-6 4' M 45 R 4S T-6' T-8' 1'-t01 2 -0 2 -7 2 -4 2 -6 2 -8 2 -11 S'-1 R 45 BIO YARDS CONC. PPE 5.043 6.254 8.071 10,295 12.637 15.429 18.585 22.A2 26.158 30.689 CONC.PPE ONCRETE C.M. RIPE 5.351 5.664 8.629 11.033 13.590 16.635 20.0E 23.981 28.296 33.241 C.M. PIE CIFK:ATION REFERENCE STANDARD ENDWALLS FOR PIPE CULVERTS 42'' - 96" CIRCULAR PIPES WITH 30• AND 45" SKEW VIRGINIA DEPARTMENT OF TRANSPORTATION `VDOT ROAD MD BRIDGE STNDAFRDS 105 502 REVISION DATE 1 SHEET 2 OF 2 gLo9 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS I NOTES( w I I I. QUANTITIES GIVEN ARE FOR ONE ENDWALL. -I- -I--- j ' j 2. PLEASE REFER TO STANDARD EW-2, SHEET g1.04, FOR ILL DIMENSIONS NOT GIVEN IN TABLES 11 . _ 3. THIS ITEM MAY BE PRECAST OR CAST N PLACE. ON SHALLOW FILLS WHERE ENDWALLS ARE 1' OR LESS BELOW SHOULDER LINE THE TOP 4, OF THE ENDWALL SHILL BE CONSTRUCTED PARALLEL TO THE GRAPE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST EE SHEET /01.10. 6IN NO SHOULDERS. SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR 2 04 DEFORMED CRACK 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 15•. CONTROL BARS T AR f CRACK T INCLUOEO IN PRICE PER N PER CUBIC YARD 8. COS OF S ON G AC CONTROL 0 BE BID E PLAN VIEW CONCRETE. 9. HEADWALL WINWALLS TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND 2 04 DEFORMED CRAP( CONTROL BARS 10. BEVEL EDGE IS REWIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT THE OUTLET END OF THE 1.� CULVERT MAY E ENTER SWMtE EDGE OR REVEL EDGE. S n. i'i" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. ____ __ 1 SHAPE TO BE BEVELED - - - - - - - 1 1 I 'I 1 WITH MORTAR 11 PIgY� I I 1 1 2016 ROAD & BRIDGE STANDARDS LA ♦ A ♦ C 6 a5' CRACK \ PLAN T CONTROLFB MS D�CRACK FOR CONCRETE PIPE OR CORRUGATED MEAL PPE PIE I.D. a b 4 0 1 ,. .. 1 N 0 3 48' 0''-- 5" 0'-4" 80.11 66" 0' 7' 0..5 , 12- D'-T •' 0'-6' 78" 0'-8 " 50 s " 84' D'-8 •• 0'-7" 9d. 0-4/,"10--7 .. NOTES: 1. WANTITES GIVEN ARE FOR ONE ENDWALL, 2. PLEASE REFER TO STANDARD EW-25 SHEET 201.08 AND 101.09. FOR ALL DIMENSIONS NOT LIVEN IN TABLES. 3. THIS ITEM MAY BE PRECAST OR CAST N PLACE 4. ON SHALLOW FILLS. WHERE EIOWALLS ARE T OR LESS BELOW SHOULDER LINE. THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET 101.21. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE. DITCH SLOE. OR SHOULDER. 7. THIS STANDARD TO BE USED WITH SKEW ANGLES FROM 37. 30' TO 45•. 8. COST DE BARS FOR CRACK CONTROL TO BE INCLUDED N PRICE BID PER CU81C YARD CONCRETE. 9. HEADWALL TO E BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WINGWALLS OCCUR. 10. BEVEL EDGE IS REWIRED ON THE HEADWALL AT THE IN ET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SOUAIRE EDGE OR BEVEL EDGE. It FOR DETAILS OF HEADWALL BEVEL SEE STANDARD EW-25 SHEETS 10108 AND It SCOTT R. CbLLINSZI LIC. N0. 035791 p 12/28/21 �4 INAL E 0 _ ___ ' _____ _��___ _______ I 1 - 11 101.09. Z _ _ _ _ _ _ _ -H - - - - - - 12. "CHAFER MAY E PROVIDED ON ALL 1 I I I H I S AT MAUFACTURRER'S OPTION. DO N07 BEVEL FRONT VIEW INVERT SIDE VIEW FRONT VIEW FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE D 5 7 I IL_ SLOE II L_ 5_DF_ 2-' 0 b D S T FILL SLOPE f/s°t f __ SLOPE 2'' a b ONCRE IRE 0 DBL. HE ENDWALL CUBIC YARDS INCREASE FOR EACH ADDITIONAL PIPE CUBIC YDS. DS CONCRETE ONE DEL. ENDWALL CUBIC Y YARDS INCREASE FOR EACH MOTIONAL PIPE CUBIC YDS. CONCRETE OE OBL. ENDWALL CUBIC YARDS INCREASE FOR EACH ADDITIONAL PPE CUBIC YDS. CONCRETE ONE OBL. ENDWALL CUBIC YARDS INCREASE FOR EACH ADDITIONAL PIE CUBIC YDS. .. .. {.829 1 ]1 1 ..41 .� 0._31 �� 5,_y ,. �. 1 .. 1,279 J 1. 0•-!' .. 0._31 48" 8'-q" q'-10" 5.864 1.591 8.802 1.A2 0'-5" 0'-4" 48" 8'-d/" q'-d 6.2% 1.616 7.132 1.398 0'-5" 0'-4" 4•' 7'-8" 7.592 2.057 8.796 0'-5 0'-4 6'- M.-3 9.258 2.OB1 01-5 01 60^ 8'-6" ll'-6" 9.689 2600 1,.112 2.57 a 0'-6 0'-5" 60" ]'-e 1 '-6 2 1 0.318 ] 2.6 7 11.738 2.650 0'-6 4' d-5' 65" IF 4" I,V 10" 12.016 3.240 1}.811 J.209 0 7" 0'-5 66' B'- " 1J'-ff 12J51 3.261 14.543 3.231 0'-]" 0`5' ' 72" q'-2" >6'-2'• 14.663 3.981 16.885 1.927 0'- 0'-6" 72" 9'-0 " 15'- t5.673 4.066 17.889 4.033 0_7 , ¢' 0'-6' 78" 11'-0" 1T-e" 17.612 4.]51 20.J25 4J1J 0'-8 0'-6 ]B•' 9'-9 1fi-3 " 18.918 4934 21.62J 4.093 0'-e 4' 0'-6 84" ll'-10" 18'-10" 21.148 5.696 24.387 5.617 0'-8 i 0'-]'• gd'• 10'-e 2" 1T-6 2" 22.733 5.905 25.99E 5.8fi0 - 4' 0'-]' 90^ 12'-8" 2D'-2'• 25.115 6.920 28.9]6 6.872 0'- 0'-7 r' 90" - i tB'- 2" 26.800 7.076 1.075 - 2 96" 131-6" 21'-8" .4 8.157 33.999 8.296 - C'-°' FOR CONCRETE PIPE D S So T4s FILL SLOPE 1'/:q FILL SLOPE 211 CONCRETE IN OE DOUBLE E ENDWALL CUBIC YARDS INCREASE FOR EACH Ii N ADD O AL PIPE UBIC YARDS CONCRETE N ONE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH ADDITIONAL PPE CUBIC YDS. 42' 6'-0•• S '• 13'-51 i' 1.799 6.819 1.77 48" B'-q^ 9'-8" 15'-3 " a 2.252 8.479 5 4" 7'-8 " 10'-IO 17'-2 1 2.909 q.919 2.878 9'- " 7 66" wi 13'-2 " 20'-N 72" q'-2 ,• 14'-4 " 22'-10 ,• 1 ) ] 0. 4 78" 24'-9" 21.991 6.715 25.N7 6.662 B4" T-10" t6'-B 28'-7 28.ISB B.00e ]O.OBB 7.917 90" 12`11' 17•-11" 28'.1 :' 31.209 9.7B9 35.9E 9.779 96" U'-B' 19'-P/e" 30'-4Y." 3(.6a0 11.SJ3 42.212 1L523 FOR CORRUGATED METAL PIPE D s s S- r ♦ 5 FILL S_CPI ll,, I _L SLOPE 2:1 IN ONE DOUBLE CONCRETEFcu ENOWALLE CUBIC YOS.YDS. ASE ACH ONAL CONCRETE W OE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH N AL ADDITIONAL PIPE CUBIC YDS. 42" 5'-3' " 7'-5 ' tT-5' " 6.331 9 7.11E 1.767 48` W-0' " e'-I " 14'-2 7.866 2.262 8.900 2,236 54` 6'-9 " 9'-7 " 15'-H q,944 2.949 11 .526 2.9 I] 717 66" 8'-31 ' H'-8 ' 19'-6" WOOD 4.690 18.238 6846 72" 9 0 1 '- " 2 7 21'-3 •' 19.BB0 J 5 6S 22.347 n 5. 2 78" 9'-9 " 13'-I " 23'-0 " 23.757 6,974 27.003 6.917 84" 0'-8 i 14'-D ` 24•-9 4" 28.347 8.350 32,265 8.284 90" 1'..3 .. 15'-11 25'-7" 33,600 10.007 3B.292 9.983 96'• 2'- i 17'-0 " 28'-4 f' 39.199 11.815 45.031 11.790 j a I_ V' O Z 'LI d L Z J L O 0 L 1� 111 LID > L W CO [ ~ I L �t INN IFICATION STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS V[OOT �v�o-r STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS SPEGIFIO"'ION i EENCE ` REFERENCE ROAD AND BRIDGE STANOAROS ROAD AND BRIDGE STANDARDS L 105 42" - 96" CIRCULAR PIPES REVISION DATE SHEET 1 OF , SHEET , OF , REVISION DATE 42" - 96" CIRCULAR PIPE WITH 45• SKEW qs 302 VIRGINIA DEPARTMENT OF TRANSPORTATION g117 g12302 0 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS EW-25 NOTES: 1. ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS STANDARD EW-2. 6. 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 EW-1, 1APC SHEET 101.02. 7. HEADWALL AT THE OUTLET END O THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY E PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. 3. ALL CAST IN PLACE CONCRETE TO E CLASS Al FOR PRECAST SEE SHEET S. ON SHALLOW FILLS. WHERE ENDWALLS ARE 1' OR LESS BELOW 10110 SHOULDER ENE. THE TOP OF THE ENDWALL SHALL E CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 4. COST OF BARS FOR CRACK CONTROL TO E INCLUDED IN PRICE BD PER CUBIC YITD CONCRETE. B. IN NO CASE SHALL TOP O ENDWALL PROJECT ABOVE FLL SLOE, DITCH SLOPE, OR SHOULDER. 5.WALL TO BE EVENED N ALL AREAS E%CREPT WERE A CONFLICT WITH NVERT 10 j'i CHAFER MAY BE PROVIDED ON AL EDGES AT MANUFACTURER'S OPTION. OR OR WING VIALS OCCUR. 45• \\ )\ ♦ "\. \\ J41 i \ \ 1 ♦NSX - - -N - �\ OMENSIONS FOR REVEL ON HEADWALL PPE I-D. 9 42" 0._4 . E0 . 4g" 0'-5" 0-4" 54" 50- O•-6 0'-5'•• 661• FT. 0'-S " 72" 0'- 0'-6" 78" 01-8 84" 0•-8 " 0•-T' 90, 0•- " 0--71/2" 96" 0'-10" 0'-8" �2 64 DEFORMED T 2 A4 DEFORMED •R-%45' e4'/i"4 BARB CWTRWl 04 CRACK CONTROL• 12" 3p• / BAPS 30•4 04 TFIS DESIGN TO BE USED THIS DESIGN TO E USEDWITH SKEWS 15• TO 37.30 ) (WRH HEWS 3T30'TO 4 SK 52 •4 DEFORMED 2 I4 DEFORMED^( SECTION C-C CRACK CONTROL CRACK CONTROL -♦� 3" BAPS -- BAPS -- O'jE -. �12„ I 11 1 I 1 I 1 ! AREAS TOE \ 111 I if02EATo 1 11 \ I I I BEVELED 11 111SECTION B-B ___LJ._ _ ___LL __ _ ___Ll.___LL_______ 12" •. I I I I I I I I s I I 1 1 I I I I D30 I D45 I CIS 30• SKEW 450 SKEW SECTION A -A ROAD AND BRIDGE STANDARDS STANDARD ENDWALLS FOR PIPE CULVERTS REFERENCE' SHEET IOF 2 REVISION DATF 42" - 96" CIRCULAR PIPES WITH 300 AND 450 SKEW I OD.08 VIRGINIA DEPARTMENT OF TRANSPORTATION rL.B`2 X 2016 ROAD & BRIDGE STANDARDS WTT FkLL B W4 1 5o / B 474 w /4 474 W 6 " 37'- / � 1 IG80 Ty(I /r 476E CD 474 FIgIIAL ASBUILT GRADES TO DETERMINE-`: � --_ LENGTHS OF GUARDRAIL. CONTRACTOR _ HALL COORDINATE GUARDRAIL _ S INSTALLATION WITHW�OT INSPECTOR, TYP. - GALAXIE FARM LANE GUARDRAIL & ROUTE z0 IMPROVEMENTS DETAIL i PROPOSED VDOT STD. GR-2 & GR-10 O // /�✓L I TYPE II GUARDRAIL. SEE THIS SHEET PROPOSED 4'SHOULDER FOR THE POST LOCATIONS/SPACINGS I ALONG GALAXIE FARM LANE. ALSO SEE THIS SHEET FOR VDOT STD DET INS 1 -q64 /J O PROPOSED VDOT STD. 25' CG-6 TERMINATION POINT D 37' CONTRACTOR SHALL OMIT TWOGR-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. PROPOSED VDOT STD. CG-6jERMINATION POINT PROPOSED W SHOULE 72; SCALE i"=3o' c3 PROPOSED VDOT STD. / GR-2 GUARDRAIL OJ p / PROPOSED MILL &OVERLAY OF EXISTING STATE ROUTE 20, SCOTTSVILLE ROAD, TO THE CENTERLINE WHERE THE PAVEMENT IS PROPOSED TO BE WIDEN, TYPICAL. SEE SHEET 10 FOR VDOT STD. W-2 DETAIL. O -PROPOSED VDOT STD. GR-2 GUARDRAIL 30 GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 "--I N W N N 7I Z °N\ 1--I M 0 Z Ham w W1 w Cr Cr 'I �0 W x JOB NO.� 202194 SCALE AS SHOWN SHEET NO. 12 i \I SCOTT R. LLINSt2� Lie. No. 035791 � o� 12/28/21 - ONAL �To=9 min. Ow �. ,. WWALLA - � Ihl �.... �_ �Illu 1° T b • e �� o Mill i l •'' •' � ,)�� �� � ���! ewe► ® 3 _ R WA VIM - tam VMS WALL STA 53 MIN IRMA / 1 OWN 1, I If� � •�•�•t��• .• i� � �� ; � �- :. '/ '' •�� +.,,� ,R• F� ��•1 I ,r Diu., I ' / _ �I ��'•�•• _ ;-�_�_�, p�� ���� �� �Ir ��,: f ����'�p;, � � - m�� m �, ©,, III �� i•; � � , III � � � ��� ��iY/I 1 :�i�� � //` Ilh, F �"-_�-.� � i _ � � �'�•r ,j ®•-ice ���,� ��•���� \ \ �'li `I ut��. III, y / i frM , RUN PE - 1 1 JI-�, __� - - ,L� �`�`- a /➢ - � � , e/`' �� �, � l�- � � �IIJIr��;lne;, I•�,,,I�dl•�u,e,� >e� o ` �. �� �1--- !' �'11� �f 7 I �, �� �L� �■'� /�� ��� - �I■IIIIIIII■11L1U L'llll �' o.,�'yo I 7�I I � I�L� ���I� �/I i !I J; ,` F � Wlillllil '°J�J ♦ Jd,® %� A • • C � ,®s'� ,jai �' ` . • • • • _ I .��� _tom / � � • • • • • u y � e- I III 4 �,�/e ` , i •SCALE Structure Area (Acres) Cw tc (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 0.17 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 1 0.28 1 0.50 1 5 Structure Area (Acres) Cw t, (Min.) 52B 0.30 0.50 5 YDl 6.66 0.20 23 COLA 0.00 0.90 5 YD2 0.36 0.35 10 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 0.19 0.40 5 YD4A 0.09 0.40 5 YD4B 0.16 0.40 5 C04C 0.00 0.90 5 YD4D 0.14 0.40 9 YD4E 0.06 0.40 5 12 0.62 0.50 6 14 0.28 0.90 5 RF24 0.06 0.90 5 RF44B 0.05 0.90 5 l \\ \ �/// \ \�1 ✓ � \ � \� - \ \ / / \\� \ \ f - - - // '/� /i��i / I I - , SC OTT R. L NSZ Lic. No. 035791,E 0z 0�12/28/21 vv\\ \�_� / • �•\-L I �/\ \/ z �� • �1 I �- - \ \� / i / /� // / y yy z 2 Ul Nor 66 / w o Wit inz .� I \� \ �� • \��- �� �/ Zoo R. ES -a CONTRIBUTIf G DRAINAGE AREA / \ / / 0 ¢ w (INCLUDES SUBAREA TO YARD DRAIN a) /� / (n LU CO Uj m ■■ \ \ �l�\III __ _ \ - ti Ln _ < Y ■ ■ / / i 1 �� ■ \ V 1-1 < LU � C LU �_� / YD 1 Tc=23 min. / ' / / w o A3 ■■ ■ \ i� • \ \ v \ I /� I I II', I 100' of OLF w/ A I I ■ • V APPROVED AVINITVIAMEND EBHA'i �/ O zoa oo ) ELEV. =1' & \ \(TO PROPOS BYPASS STORM R I \- .lac; CN=62.B;Tc=o. rs h� ��i "� II I\ 850' OF CONIC. FLOW I I I w A ELEV. =33' (IJ Oao-37.zo� I / LA UNOFIFR EAS.DBYTHE \ \ I / 'o TVIL1o446�0a✓ . \ \ \ I ARN OU,TFA�L RELEASES ` I OLLONA PEA OWS Td THE, PROPOSED \ \ \ �� \ �'I--� \_ / / ♦ SOUTHERN B ASS RM SEWER SYSTEM. \ o (/ _ i _-- - - / / ♦��\ \ D=5.92ac.,o= cfs. CN 68, 1 .05 hr. 02=0.2Wcfs,i OII I l \ CIII 3 It 1 % \ \ y \ y �) \�/ �■■� J ��� WIN ■ ac„ \c=a3 min.) V .� L9 U MENEM C_ . `4s z V V \ N ■ V _ � ♦ � s �'/�� �� , � �` / � � � ♦ � -/ / III ti 200' OF OLF w/�/A ELEV.=4' ♦ (V �/ o \\ V '? ��� - g ■ /� I 950' OF CND. FLOW W/ A ELEV=24' LL 3 w 1 \ . APPROVED AVINITY II AMENDED VA A. \ \ :,200' OF OLF w/ A ELEV.=10' / Il\ v �■ ■ ■ (AMENDMENT#2T ) WPOaoa 000 ) \\\�` \/ 600' OF CONIC. FLOW W/ A ELEV.=44' 0 • TO PROPOSED SOUTHERN\�� - ` . \ \ / • w W w BYPASS Si rj 7.95 ac.; CN 0.5;Tc=o.nhrs. Av / \ /a, Q 0 � O,00 56.23cfs I ��, �'_ ONSITE SUBAREA 'A'. THIS AREA WAS _� ■ N / ANALYZED FOR CHANNEL & FLOOD 0L \ -� / PROTECTION COMPLIANCE IN THE ti APPROVED WPO 202000037 AMENDMENT#a / ■ �- O p THIS RUNOFF WILL DRAIt4 \ _ L_ --SO THE NORTHERN / w BYPASSI�STORM SEWER \ II 22 E N LAC = � 1 � � \ szo �¢L 0 \- - -� z�� / ♦ UL Ell \ - U LL I„L m O T HHEERR[VVr/ : Q RO�RD N BYPASS STORM 20 LU -cam ��� o _-=--_ -/ %�_ o \ ,.� � � ■ ,1 1OB / � / / // � � - �' J (D c7 J16/ _ / \�� W Structure Area Cw 4 (Acres) (Min.) Southern Bypass Storm Sewer ES-1 15.60 0.55 17 8 0.15 0.70 11 6 1.11 0.35 12 4 21.60 0.25 15 2 0.00 0.45 5 OFF 43.32 0.45 17 Vera Rubin P1 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 22 0.42 0.45 6 18B 0.04 0.90 5 18C 20.70 0.25 15 22B 0.19 0.75 5 SWM Faclity Runoff to Sir. 2 A6 7.20 0.50 12 A4 0.00 0.90 5 \ 4 � 4 t s �� ® '' / / 100' OF OLF w/ A ELEV=6' / /� C/] z 1,175'� CONIC. FLo�/ A -� \\� F� Li tu / _ �� V�' � � 1 ��j / � / � � � / / �♦ Phi ^I U _ e �A V A \� \\� �� \ y \, • A A JOB NO. y \� V A \ \ v \ v V� - 202194 /o � 6�R\APHIC SCALE \ \ 120 2404� \ � \_ -� \ \ \ �'' � \ �. \ \\ \ \ _\ _ SCALE12/ li a \ \ \ SHEET NO. - \ o IN -FEET) \ \ _ ( �� \ \ \ \ \ \ \ t 1 inch = 120 -ft.� _ � � �� \ V � 14 � INLET STATION OUTLET WATER SURFACEELEV Lo Do Q. ZW St. Hf JUNCTION LASS FINAL H INLET WATER SURFACE ELEV. RIM ELEV V. H. QIN VIN Q*Vl V7 /2g Hl ANGLE HD A1.3Ht .5K 489.86 55.00 8.00 0.43 0.00 0.06 4.98 0.10 YD413 0.00 0.00 0.00 0.10 0.13 N/A 0.18 490.05 494.00 486.53 95.25 8.00 1.15 0.01 0.74 6.99 0.18 YD4 0.43 4.98 1 2.12 1 0.39 0.13 1 90.00 1 0.27 0.59 0.77 N/A 1.50 488.04 493.33 489.86 52.00 8.00 0.24 0.00 0.02 2.43 0.02 YD4A 0.00 0.00 0.00 0.02 0.03 N/A 0.05 489.91 492.67 486.03 42.15 8.00 0.44 0.00 0.05 5.29 0.11 004C 0.44 5.94 2.64 0.55 0.19 139.00 0.38 0.68 0.89 N/A 0.94 486.97 491.00 487.53 66.50 8.00 0.44 0.00 0.08 5.94 0.14 YD4E 1 0.31 3.07 0.96 0.15 0.05 79.00 0.09 0.28 0.36 N/A 0.44 487.97 493.50 490.78 24.07 8.00 0.31 0.00 0.01 3.07 0.04 YD4D 0.00 0.00 0.00 0.04 0.05 N/A 0.06 490.84 493.50 495.05 90.86 12.00 2.83 0.01 0.49 10.14 0.40 YD3 2.68 9.48 25.36 1.39 0.49 91.00 0.98 1.86 2.42 N/A 2.91 497.96 501.25 500.05 52.00 12.00 2.68 0.00 0.25 9.48 0.35 YD3A 2.11 8.92 18.80 1.23 0.43 90.00 0.86 1.64 2.14 N/A 2.39 502.44 503.75 502.55 91.31 12.00 2.11 0.00 0.27 8.92 0.31 YD3B 1.54 8.81 13.53 1.21 0.42 178.00 0.84 1.57 2.05 N/A 2.32 504.87 508.25 507.05 113.08 12.00 1.54 0.00 0.18 8.81 0.30 YD3C 1.10 8.92 1 9.81 1 1.24 0.43 180.00 0.87 1.60 2.08 N/A 2.26 509.31 515.33 514.13 77.72 12.00 1.10 0.00 0.06 8.92 0.31 YD3D 0.79 5.46 4.29 0.46 0.16 157.00 0.32 0.79 1.03 N/A 1.10 515.23 522.10 520.90 41.61 12.00 0.79 0.00 0.02 5.46 0.12 YD3E 1 0.26 4.11 1.06 0.26 0.09 169.00 0.18 0.39 0.51 N/A 0.53 1 521.43 523.25 522.05 72.44 12.00 0.26 0.00 0.00 4.11 0.07 YD3F 1 0.00 1 155.00 0.00 0.07 0.09 N/A 0.09 522.14 525.75 480.53 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 0.22 480.76 483.00 496.80 134.51 12.00 4.93 0.02 2.19 15.84 0.97 COLA 1 4.93 10.01 49.30 1.56 0.54 0.00 0.00 1.52 1.97 N/A 1 4.16 1 500.96 515.75 513.55 102.78 12.00 4.93 0.02 1.67 10.01 0.39 YDI 0.00 117.00 0.00 0.39 0.51 N/A 2.18 515.73 519.50 458.10 20.58 15.00 3.57 0.00 0.06 12.26 0.58 12 1.68 8.37 14.06 1.09 0.38 0.00 0.00 0.96 L25 0.63 0.69 458.79 470.75 462.61 35.68 15.00 1.68 0.00 0.02 8.37 0.27 14 0.00 170.00 0.00 0.27 0.35 0.18 0.20 462.81 470.75 481.28 28.06 15.00 0.66 0.00 0.00 3.21 0.04 36B 0.00 98.00 0.00 0.04 0.05 0.03 0.03 481.31 487.13 474.29 107.93 18.00 8.20 0.01 0.56 12.30 0.59 28 6.64 5.71 37.96 0.51 0.18 97.00 0.35 1.12 1.45 0.73 1.29 475.58 484.43 478.51 27.84 18.00 6.64 0.00 0.09 5.71 1 0.13 30 1 1 5.44 8.07 43.91 1.01 0.35 90.00 0.71 1.19 1.55 0.77 0.87 479.38 484.43 479.70 20.68 18.00 5.44 0.00 0.05 8.07 0.25 32 5.18 4.83 24.99 0.36 0.13 111.00 0.25 0.63 0.82 0.41 0.46 480.16 484.38 480.20 69.19 18.00 5.18 0.00 0.14 4.83 0.09 34 4.95 5.20 25.69 0.42 0.15 173.00 0.29 0.53 0.69 0.34 0.49 480.69 485.75 480.69 99.52 18.00 4.95 0.00 0.19 5.20 0.10 36 3.85 5.61 21.59 0.49 0.17 149.00 0.34 0.62 0.80 0.40 0.59 481.28 487.17 481.50 109.54 15.00 3.85 0.00 0.33 5.61 0.12 38 1 1 3.55 5.23 18.57 0.42 0.15 160.00 0.30 0.57 0.74 0.37 1 0.70 482.20 490.76 482.60 28.96 15.00 3.55 0.00 0.07 5.23 0.11 38B 3.43 4.89 16.78 0.37 0.13 101.00 0.26 0.50 0.64 0.32 0.40 483.00 490. 66 483.00 35.38 15.00 3.43 0.00 0.09 4.89 0.09 40 2.97 4.56 13.53 0.32 0.11 118.00 0.23 0.43 0.56 0.28 0.37 483.36 489.48 483.36 90.53 15.00 2.97 0.00 0.16 4.56 0.08 42 2.02 4.10 8.28 0.26 0.09 138.00 0.18 0.35 0.46 0.23 0.39 483.76 491.03 483.93 144.64 15.00 2.02 0.00 0.12 4.10 0.07 42B 0.44 5.29 2.35 0.43 0.15 166.00 1 0.30 0.52 0.68 0.34 0.46 484.39 489.85 482.55 27.86 15.00 0.74 0.00 0.00 4.33 0.07 44B 0.00 90.00 0.00 0.07 0.09 0.05 0.05 482.60 488.76 492.72 27.88 15.00 0.66 0.00 0.00 2.76 0.03 48B 0.00 93.00 0.00 0.03 0.04 0.02 0.02 492.74 498.82 471.85 41.97 24.00 16.41 0.00 0.19 6.79 0.18 24 16.41 10.13 166.35 1.59 0.56 0.00 0.00 0.74 N/A 0.37 0.56 472.41 479.42 472.41 100.72 24.00 16.41 0.00 0.45 10.13 0.40 26 8.20 12.30 100.80 2.35 0.82 107.00 1.64 2.86 N/A 1.43 1.88 474.29 486.19 477.47 130.91 18.00 8.35 0.01 0.71 10.86 0.46 44 7.73 12.71 98.23 2.51 0.88 135.00 1.76 3.09 4.02 2.01 2.72 480.19 488.77 481.75 68.38 18.00 7.73 0.00 0.32 12.71 0.63 46 1 1 1 1 7.13 1 6.07 1 43.30 0.57 0.20 1 175.00 0.40 1.23 1.60 0.80 1.11 482.86 491.37 485.39 28.35 18.00 7.13 0.00 0.11 6.07 0.14 46B 6.49 10.55 68.39 1.73 0.60 102.00 1.21 1.961 2.54 1.27 1.38 486.77 491.55 486.77 189.29 15.00 6.49 0.01 1.63 10.55 0.43 48 3.23 10.66 34.45 1.76 0.62 96.00 1.23 2.28 2.97 1.48 3.11 489.88 498.78 492.07 159.34 15.00 3.23 0.00 0.34 10.66 0.44 50 2.49 4.03 10.02 0.25 0.09 178.00 0.18 0.71 0.92 0.46 0.80 492.87 507.61 501.76 27.83 15.00 2.49 0.00 0.04 4.03 0.06 50B 1.92 9.86 18.93 1.51 0.53 94.00 1.06 1.65 2.14 1.07 1.11 502.87 50Z80 502.87 147.65 15.00 1.92 0.00 0.11 9.86 0.38 52 1.00 3.13 3.13 0.15 0.05 94.00 0.11 0.54 0.70 0.35 0.46 503.33 518.90 513.11 1 27.85 15 1.00 1 0.000 0.01 3.1 1 0.0 52B I I 1 0.00 94 0 0.04 0.05 0.02 0.03 513.14 519.02 PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe to w 9 N ? c W m v m o o m �. o u w N W ❑ �` ¢ ¢ U ¢ A U U U F - O CJ m � � �{p p a E m W E C m Y .9 m E - - C UI ❑ LL > LL K Pipe run: Sir. 52B - SWM Facility 52B 52 0.30 0.50 0.150 0.150 5.00 6.67 1.00 1.00 512.25 512.11 2T9 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 1.92 512.01 501.00 147.7 0.01 0.0746 15 19.11 9.86 0.25 50B 50 0.20 0.45 0,090 0,380 5.40 6,54 0.59 2.49 500.90 500.76 2TS 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 3.23 500.66 491.07 1%3 0.01 0.0602 15 17.17 10.66 0.25 48 46B 0.26 0.45 0.117 1.261 11.19 5.14 0.60 6.49 490.97 4B4.50 189.3 0.01 0.0342 15 12.94 10.55 0.30 46B 46 0.31 0.45 0.140 1.401 11.49 5.09 0.71 T13 484.40 4B4.19 28A 0.01 0.0075 18 9.86 6.07 0.08 46 44 0.27 0.45 0.122 1.522 11.57 5.08 0.62 7.73 484.09 480.55 0.0518 1B 25.90 12.71 0.09 44 26 0.02 0.90 0.018 1.651 11.66 5.06 0.09 8.35 480.45 476.27 0.0319 18 20.32 10.86 0.20 26 24 0.00 0.90 0.000 3.267 11.86 5.02 0.00 16.41 472.27 470.60 N42�00.01 0.0166 24 31.58 10.13 0.17 24 SWM 0.00 0.90 0.000 3.267 12.02 5.00 0.00 16.41 470.50 470.25 0.0060 24 18.980.10 Pipe run: Sir. 48B - Sir. 48 486 1 48 0.22 0.45 0.099 0.099 5.00 6.67 0.66 0.66 491.86 491.72 27.9 0.01 0.0050 15 4.95 2.76 0.17 Pipe run: Sir. 44B - Sir. 44 446 1 44 0.17 0.65 0.111 0.111 5.00 6.67 0.74 0.74 482.00 481.55 27.9 0.01 0.0162 15 8.91 4.33 0.11 Pipe run: Sir. 428 - Str. 2fi 42B 42 0.64 0.45 0.288 0.368 9.45 5.48 1.58 2.02 483.83 482.93 144.6 0.01 0.0062 15 5.51 4.10 0.59 42 40 0.02 0.45 0.009 0.553 10.04 5.36 0.05 2.97 482.83 482.27 90.5 0.01 0.0062 15 5.51 4.56 0.33 40 38B 0.19 0.50 0.095 0.648 10.37 5.30 0.50 3.43 482.17 481.93 35.4 0.01 0.0068 15 5.77 4.89 0.12 38B 38 0.05 0.50 0.025 0.673 10.49 5.28 0.13 3.55 481.83 481.60 29.0 0.01 0.0079 15 6.22 5.23 0.09 38 36 0.13 0.45 0.059 0.732 10.58 5.26 0.31 3.85 481.50 480.50 109.5 0.01 0.0091 15 6.68 5.61 0.33 36 34 0.27 0.45 0.122 0.952 10.91 5.19 0.63 4.95 480.08 479.45 99.5 0.01 0.0063 18 9.03 5.20 0.32 34 1 32 0.08 0.70 0.056 1.008 11.23 5.14 0.29 1 5A8 479.35 479.00 69.2 1 0.01 0.0050 18 8.05 4.83 0.24 32 1 30 0.12 0.50 0.060 1.068 11.46 5.09 0.31 5.44 478.90 478.50 20.7 0.01 0.0193 lB 15.81 8.07 0.04 30 28 0.16 0.70 0A 12 1.306 11.51 5.09 0.57 6.64 477.50 477.31 27.8 0.01 0.0067 18 9.31 5.71 0.08 28 26 0.62 0.50 0.310 1.616 1 11.59 5.07 1.57 8.20 477.21 472.37 107.9 0.01 0.0448 18 24.09 12.30 0.15 Pipe run: Sir. 36B - Sir. 36 368 1 36 0.22 0.45 0.099 0.099 5.00 6.67 0.66 0.66 480.41 480.20 28.1 0.01 0.0075 15 6.06 3.21 0.15 Pipe run: Sir. 14 - Out 14 1 12 0.28 0.90 1 0.252 0.252 5.00 6.67 1.68 1.68 463.86 461.61 1 35.7 0.01 0.0631 15 16.23 8.37 0.07 12 Otrr 0.62 0.50 0.310 0.562 6.00 6.35 1.97 3.57 459.10 457.10 20.6 0.01 0.0972 15 20.14 12.26 0.03 Pipe run: Yard Rain #1 - Out YD1 001A 1 6.66 0.20 1.332 1.332 1 23.00 3.70 1 4.93 4.93 516.50 512.75 102.8 0.01 0.0365 12 7.37 10.01 0.17 C01A our 1 0.00 0.90 0.000 1.332 1 23.17 3.68 1 0.00 4.93 512.75 496.00 134.5 0.01 0.1245 12 13.62 15.84 0.14 Pipe run: Yard Drain #2 - Str. 30 YD2 1 30 1 0.36 0.35 0.126 0.126 10.00 5.37 0.68 0.68 480.75 480.00 42.0 0.01 0.0179 8 1.75 4.68 0.15 Pipe run: Yard Drain #3F- Sir. 48 YD3F YD3E 0.12 0.40 0.048 0.048 10.00 5.37 0.26 0.26 523.75 521.25 72A 0.01 0.0345 12 7.17 4.11 0.29 YD3E YD3D 0.25 0.40 0.100 0.148 10.29 5.31 0.53 0.79 521.25 520.10 41.6 0.01 0.0276 12 6.42 5.46 0.13 YD3D YWC 0.15 0.40 0.060 0.208 10.42 5.29 0.32 1.10 520.10 513.33 77.7 0.01 0.0871 12 11.39 8.92 0.15 YD3C YD3B 0.21 0.40 0.084 0.292 10.57 5.26 0.44 1.54 513.33 506.25 113A 0.01 0.0626 12 9.66 8.81 0.21 YD3B YD3A 0.28 0.40 0.112 0.404 10.78 5.22 0.58 2.11 506.25 501.75 91.3 0.01 0.0493 12 8.57 8.92 0.17 YD3A YD3 0.28 0.40 0.112 0.516 10.95 5.19 0.58 2.68 501.75 499.25 52.0 0.01 0.0481 12 8.46 9.48 0.09 YD3 48 0.08 0.40 0.032 0.548 11.04 5.17 0.17 2.83 499.25 494.25 90.9 0.01 0.0550 12 9.05 10.14 0.15 pipe run: Yard Drain #4D- Str. 42B YD4D YD4E 1 0.14 1 0.40 1 0.056 0.056 9.00 1 5.58 0.31 1 0.31 1 490.50 1 490.25 1 24.1 1 0.01 1 0.0104 B 1 1.34 1 3.07 1 0.13 YD4E C04C 0.06 0.40 0.024 0.080 9.13 5.55 0.13 0.44 490.25 487.00 66.5 0.01 0.0489 8 2.89 5.94 0.19 004C 42B 0.00 0.90 0.000 0.080 9.32 5.51 0.00 0.44 487.00 485.50 42.2 0.01 0.0356 B 2.47 5.29 0.13 Pipe run: Yard Rain #4A - Str. 42 YD4A YD4 1 0.09 0.40 0.036 0.036 5.00 6.67 0.24 0.24 489.67 489.33 52.0 0.01 0.0065 8 1.06 2.43 0.36 YD4 42 1 0.19 0.40 0.076 0.176 5.36 6.55 0.50 1.15 489.33 486.00 95.3 0.01 0,0350 8 2.45 6.89 0.23 Pipe run: Yard Rain #48 - Yard Rain #4 YD413 YD4 1 0.16 0.40 0.064 0.064 5.00 6.67 0.43 0.43 491.00 489.33 55.0 0.01 0.0304 8 2.28 4.98 0.18 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � 3 r 2 d a 2 0 N C m C O C 0 N .2 p O 2 Q L U s `y O C W U b 3 O r a a + 1- rN s fp> O N O ki fyIoI Vu O x@ N b Ur m ❑ lnW ?i _ a J N W W W m w rn J J W C7 ❑ K 18B 3B 4.0 0.04 0.90 0.036 0.14 0.00 0.14 0.005 0.02 2 1 0.083 4.1500 1 3.67 1 0.92 3.5120 0.1463 0.1546 2.10 1.90 1.00 0.14 0.00 - 20 313 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 3B &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 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 3B 6.0 0.22 0.45 0.099 0.40 0.00 0.40 0.005 0.02 2 0.083 4.1500 5.37 0.79 3.5120 0.1463 0.1356 3.48 1.73 1.00 0.40 0.00 - 38 3B 6.0 0.13 0.45 0.059 0.23 0.00 0.23 0.049 0.02 2 0.083 4.1500 2.87 0.98 3.5120 0,1463 0A634 4.94 1.21 1.00 0.23 0.00 - 38B 38 6.0 0.05 0.50 0.025 0.10 0.00 0A0 0.049 0.02 2 0.083 1 4.1500 2.09 0.99 3.5120 0.1463 0A649 3.44 1.74 1.00 0.10 0.00 - 42 38 4.0 1 0.02 1 0.45 0.009 0.04 0.00 0.04 0.005 0.02 2 0.083 4.1500 2.18 0.99 1 3.5120 0.1463 0.1649 1 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 1 2 0.083 4.1500 1.95 1 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 4.1500 4.08 0.90 3.5120 0.1463 0.1517 6.63 1.21 1.00 0.44 0.00 - 46 3B 8.0 0.27 0.45 0.122 0.49 0.00 0.49 0.038 0.02 2 0.083 4.1500 3.96 0.90 3.5120 0.1463 0.1517 6.51 1.23 1.00 0.49 0.00 - 46B 38 6.0 0.31 0.45 0.140 0.56 0.00 0.56 0.038 0.02 2 0.083 4.1500 4.17 0.89 3.5120 0.1463 0.1502 6.94 0.86 1.00 0.56 0.08 44B 48 36 8.0 0.26 0.45 0.117 0.47 0.00 0.47 0.040 0.02 2 0.083 4.1500 3.87 0.90 3.5120 0.1463 0.1517 6.51 1.23 1.00 0.47 0.00 - 48B 38 &0 0.2.2 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 38 10.0 0.26 0.45 0.117 0.47 0.00 0.47 0.071 0.02 2 0.083 4.1500 3.47 0.95 3.5120 0.1463 0.1590 7.51 1.33 1.00 0.47 0.00 - 50B 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 3B 10.0 0.28 0.50 0.140 0.56 0.00 0.56 0.055 0.02 2 0.083 4.1500 3.90 0.90 3.5120 0.1463 0.1517 7.72 1.30 1.00 0.56 0.00 - 52B 3B 8.0 0.30 0.50 0.150 0.60 0.00 0.60 0.055 0.02 2 0.083 4.1500 4.00 0.90 3.5120 0.1463 0.1517 7.95 1.01 1.00 0.60 0.00 - INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Manninas Coefficient. n is 0.013 Z d _^ OJVV 11'll. VVLLIIVJ=-1 w U Lie. No. 035791 � = o 9 w 0 E a _ o� 12/28/21 wQ e �SSIONAL A 4 0 e ; d a v °' m S�Gl m m a O e o E a > < cf c� o O O 16 m w w 1- w -6 a r ¢ Left 0.12 0.70 0.084 0.34 0.00 0.34 0.005 0.020 2 0.083 4.1500 5.05 0.88 Right 0.03 0.70 0.021 0.08 0.00 0.08 0.005 0.020 2 0.083 4.1500 3.00 0.88 combined flow 0.42 0.07 0,155 3.56 STR 8 D43C 6.0 Left 1 0.49 0.62 0.304 1.22 1 0.00 1.22 0.005 0.020 2 0.083 4.1500 8.17 0.65 Right 1 0.13 0.62 0.081 0.32 1 0.00 0.32 0.005 0.020 2 0.083 4.1500 4.97 0.88 combined flow 1.5 0.15 0.326 7.46 STR 12 DI-3C 1 8.0 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 Ln Z Right 0.19 0.90 0.171 0.68 0.00 0.68 0.005 0.020 2 0.083 4.1500 6.59 0.77 combined flaw 1.0 0.11 0.246 5.83 STR 14 D"C 8.0 Z W 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 g d U U 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 combined flow 0.4 0.06 0.140 3.21 STR 18 DI-3C 6.0 < 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 J Z O F Q 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 STt 28 DM 1 8.0 d6-6 combined flow 1.2 0.13 0,282 6.46 LeR 0.14 0.70 0.098 0.39 0.00 0.39 0.005 0.020 2 0.083 4.1500 5.35 0.86 O Z 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 O STR 30 DI-3C 6.0 z W 0 wOU combined flow 0.4 0.07 0.162 3.72 Left 0.11 0.45 0.050 0.20 0 0,005 0.020 2 0,083 4,1500 4.14 0.94 Z J W O 0 Q Right 0.16 0.45 0.072 0.29 9 0.005 0.020 2 0.083 4.1500 4.76 0.90 B Q STR 36 DI-3C 6.0 combin5 0.11 0.236 0.22 f Left 0.15 0.50 0.075 0.30 jfim0.5 30 0.005 0.020 2 0,083 4,1500 4.84 0.89 m Lu might0.140.50 in Jn 0.070 0.28 8 0.005 0.020 2 0.083 4.1500 4.71 0.89 Q combin6 0.09 0.193 4.42 STR 40 DI-3C 6.0 J W LeR 0.37 0.45 0.167 0.67 7 0.005 0.020 2 0.083 4.1500 6.52 0.78FRight 0.27 0.45 0.122 0.49 49 0.005 0.020 2 0.083 4.1500 5.79 0.84 W Z combined flow 1.2 0.12 0.269 6.15 STR 428 DI-3C 8.0 All 0.16 0.65 0.104 0.42 0.00 0.42 0.005 0.020 2 0.083 4.1500 5.47 0.86 ce W STR 226 DF38 6.0 combined Aow 0.4 0.10 0.211 4.84 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Manninas Coefficient. n is 0.013 c O 2 ❑ a > v y, m m 0 < cf ci O O Z � u 6 _ O v O q c q Q @ a 16 w w rn w N ` o 16 v a r ¢ Le R 0.12 0.70 0.084 0.55 0.00 0.55 0.005 0.020 2 0.083 4.1500 6.05 0.82 Right 0.03 0.70 0.021 0.14 0.00 0.14 0.005 0.020 2 0.083 4.1500 3.80 0.88 STR 8 DI-3C 6.0 combined flow 0.68 0.10 0,215 4.92 Left 0.49 0.62 0.304 1.97 0.00 1A7 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 DI-3C 8.0 combined flow 2.5 0.21 0.450 10.31 Left 0.09 0.90 0.081 0.53 0.00 0.53 0.005 0.020 2 0.083 4.1500 5.97 0.81 Right 1 0.19 1 0.90 10.171 1.11 0.00 1.11 0.005 0.020 2 0.083 4.1500 7.90 0.67 STR 14 DF3C 8.0 combined flaw 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 0.23 0.00 0.23 0.005 0.020 2 0.083 4.1500 1 4.41 0.92 STR 18 DI-3C 1 6.0 combined flaw 0.6 0.09 0.194 4.44 Left 0.25 0.50 0.125 0.81 0.00 0.81 0.005 0.020 2 0.083 4.1500 7.03 0.74 Right 0.37 0.50 0.185 1.20 0.00 1.20 0.005 0.020 2 0.083 4.1500 8.14 0.67 STR 28 DI-3C 8.0 combined flow 2.0 0.18 0.390 8.93 Left 0.14 0.70 0.098 0.64 0.00 0.64 0.005 0.020 2 0.083 4.1500 6.41 0.78 Right 0.02 0.70 0.014 0.09 0.00 0.09 0.005 0.020 2 0.083 4.1500 3.09 0.99 STR 30 DI-3C 6.0 combined flow 0.7 0.10 0.224 5.14 Left 0.11 0.45 0.050 0.32 0.00 0.32 0,005 0,020 2 0,083 4,1500 4.96 0.88 Right 0.16 0.45 0.072 0.47 0.00 0.47 0.005 0.020 2 0.083 4.1500 5.71 0.84 STR 36 DI-3C 6.0 combined flow 0.8 0.11 0.236 0.22 Left 0.15 0.50 0.075 0.49 0,00 0.49 0.005 0.020 2 0,083 4,1500 5.80 0.83 Right 0.14 0.50 0.070 0.46 0.00 0.46 0.005 0.020 2 0.083 4.1500 5.65 0.84 STR 40 DI-3C 6.0 combined flow 0.9 0.12 0.266 6.11 Left 0.37 0.45 0.1V 1.08 0.00 1.08 0,005 0.020 2 0,083 4,1500 7.82 0.71 Right 0.27 0.45 0.122 0.79 0.00 0.79 0.005 0.020 2 0.083 4.1500 6.95 0.75 STR 428 D43C 8.0 combined flow 1A 0.17 0.371 8.51 All 0.16 0.65 0.104 0.88 0.00 0.68 0.005 0.020 2 0.083 4.1500 6.56 0.78 STR 228 DI-38 6.0 1 0.13 0.292 6. 99 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 m u m s g m ` x v N C u o N N + j T S SI `I 1C y O (1 3 s X Cam` a U C 9! N ry C O T C w W U O 3 0 O M '4 3 U m 'o S �2 3 p at d m u y 0 c ' x ° 3 vi j'T C t ❑` 1` U .. W m fn m N IryI E >OI 16 rn r7 J J W ri a U 18B 313 4.0 0.04 0.90 0.036 0.23 0.00 0.23 0.005 0.02 2 1 0.083 1 4.1500 4.41 1 0.92 3.5120 0.1463 0.1546 2.58 1.55 1.00 0.23 1 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 38 8.0 0.19 0.75 0.143 0.93 0.00 0.93 0.020 0.02 2 0.083 4.1500 5.69 0.84 1 3.5120 0.1463 0.1429 7.30 1.10 1.00 0.93 0.00 - 32 36 4.0 0.12 0.50 0.060 0.39 0.00 0.39 0.005 0.02 2 0.083 4.1500 5.34 0.88 3.5120 0.1463 0.1488 3.27 1.22 1.00 0.39 0.00 - 34 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 36 6.0 0.13 0.45 0.059 0.38 0.00 0.38 0.049 0.02 2 0.083 4.1500 3.44 0.98 3.5120 0.1463 0.1634 6.06 0.99 1.00 0.38 0.00 - 38B 38 6.0 0.05 0.50 0.025 0.16 0.00 0.16 0.049 0.02 2 0.083 4.1500 2.50 0.99 3.5120 0.1463 0.1649 4.22 1.42 1.00 0.16 0.00 - 42 36 4.0 1 0.02 1 0.45 0.009 0.06 1 0.00 1 0.06 0.005 1 0.02 1 2 0.083 4.1500 1 2.62 0.99 3.5120 1 0.1463 1 0.1649 1.38 2.89 1.00 0.06 0.00 - 44 3B 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 38 &0 0.17 0.65 0.111 0.72 0.27 0.99 0.037 0.02 2 0.083 4.1500 5.19 0.90 3.5120 0.1463 0A517 8.69 0.92 1.00 0.72 0.00 - 46 38 8.0 0.27 0.45 0.122 0.79 0.00 0.79 0.038 0.02 2 0.083 4.1500 4.75 0.90 3.5120 0.1463 0.1517 7.98 1.00 1.00 0.79 0.00 - 46B 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 3B 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 8.21 0.97 1.00 0.59 0.01 48B 52 36 10.0 0.28 0.50 0.140 0.91 0.00 0.91 0.055 0.02 2 0.083 4.1500 4.68 0.90 3.5120 0.1463 0.1517 9.47 1.06 1.00 0.91 0.00 - 526 38 8.0 0.30 0.50 0.150 0.98 0.00 0.98 0.055 0.02 2 0.083 4.1500 4.80 0.90 3.5120 0.1463 0.1517 9.74 1 0.82 1 1.00 0.98 1 0.17 1 50 '-I N W (Ni N '-I LO z M W U W W O W a- 2 a cn JOB NO. 202194 SCALE N/A SHEET NO. 15 STRUCTURE DRAIN BYPASS STORM SEWER 0F� (NOTE: SEE PREVIOUS SHEET FOR INLET THROAT SIZING) �TH SCOTT R. LINSZ CD Lie. No. 035791 � �� 12/28 21 �4 o��SSIONAL EGOS z w z D Z w z 0 U 0 m H z Z w f O o gg y ( 3 O Q m 0-6 � a m o Q Z ZU w � O U t 0 J o OZ O u - 3 w m m Design Year: 10 Project: Gralwde Farm Job #: 202194 Prepared by: FGK4, PE �mqJ Ln Q o d H O LLJ Z w n 2 w o U 0 0 0 a p 0 r U N r ` 00 N 0 N O y U 0 -0 0 c J a U c z N -- N o M o - M L 3 m N N 0 a M n T c 0 WN Z o 0 0 01 Q ' N J 9 o L z zN W O o a-1 < 1- t 0 r_ > p k a W < o ^ N O G 3 0 z� QU� w D ' W U Q W z9 m o Q W x a J W w Z W ,^ z_ v z � w rn rl J J U W O 0 J� a 0 a N U X L m O U W H W E O � LL = U O � � JOB NO. 202194 0 SCALE o a N/A 0 o- SHEET NO. 16 ° L AGE D ( FLOW TYPE INLET TYPE AREA PERIMETER (Fr) A (ACRES) C I (IN/HR) Q (CFS) DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DR. (in.) LENGTH' ( SLOPE INVERT INVERT MATERIAL INLET TYPE Curb SLOT RIM' COMMENTS PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrobgy Pipe � m � E m u � m rn m m E E m a .� a � E O c n E o � E E N W C C J C rn Pipe run: ES-1 -Out ES-1 8 15.60 0.55 8.580 8.560 17.00 4.29 36.83 45.70 484.60 479.50 297.1 0.01 0.0172 30 56.26 13.11 0.38 8 6 0.15 0.70 0.105 8.665 17.36 4.25 0.45 46.15 479.40 475.75 162.0 0.01 0.0225 30 66.65 14.64 0.18 6 4 1.11 0.35 0.389 9.074 17.56 4.23 1.64 47.79 475.65 474.74 51.9 0.01 0.0175 30 58.78 13.32 0.06 4 2 21.60 0.25 5.400 20.154 17.63 4.22 22.79 57.00 474.64 471.30 197.6 0.01 0.0169 30 57.77 13.41 0.25 2 Olrr 0.00 0.45 0.000 23.754 17.87 4.19 0.00 77.93 468.80 468.25 38.0 0.01 0.0153 36 89.38 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 23.52 484.50 481.99 38.3 0.01 0.0855 18 29.12 18.33 0.03 18 18 0.10 0.90 0.090 5.681 15.03 4.54 0.41 25.79 481.89 477.44 181.1 0.01 0.0276 24 40.72 13.85 0.20 18 4 0.00 0.90 0.000 5.881 15.23 4.51 0.00 25.79 477.34 474.74 138.4 0.01 0.0188 24 33.80 11.78 0.20 Pipe run: Str. 18B- Str. 18 18B 18 0.04 0.90 0.036 0.036 5.00 6.67 0.24 0.24 483.85 481.99 42.2 0.01 0.0440 15 14.66 4.16 0.17 Pipe run: Str. 22 Str. 18 22 22B 0.42 0.45 0.189 0.169 6.00 6.35 1.20 1.20 483.45 483.02 56.3 0.01 0.0078 15 6.10 3.86 0.24 22B 20 0.19 0.75 0.143 0.332 6.24 6.28 0.89 2.08 482.92 482.64 24.7 0.01 0.0114 15 7.47 5.21 0.08 20 18 0.08 0.60 0.048 0.380 6.32 6.26 0.30 2.37 482.54 481.99 61.3 0.01 0.0090 15 6.64 4.94 0.21 INLET STATION OUTLET WATER SURFACEELEV Lo D. Q. ZVV St. Hr JUNCTION LOSS FINAL H INLET WATER SURFACEELEV. RIM ELEV V. Ho QIN V1N Q;*V; V; /2g H; G Ho lit 1.3I� .SHt 483.16 61.30 15.00 2.37 0.00 0.07 1.94 0.01 20 2.08 1.70 3.53 0.04 0.02 ]00.00 0.03 0.06 NA 0.03 0.10 483.26 489.00 483.64 24.66 15.00 2.08 0.00 0.02 1.70 0.01 22B 1.20 0.98 1.17 0.01 0.01 158.00 0.01 0.03 NA 0.01 0.04 483.68 490.00 484.02 56.27 15.00 1.20 0.00 0.02 0.98 0.00 22 0.00 180.00 0.00 0.00 NA 0.00 0.02 484.04 489.75 483.16 42.24 I5.00 0.24 0.00 0.00 0.20 0.00 18B 0.00 140.00 0.00 0.00 NA 0.00 0.00 483.16 488.22 477.59 138.38 24.00 25.79 0.01 1.53 8.21 0.26 16 25.79 8.21 211.76 1.05 0.37 92.00 0.73 1.36 N/A 0.68 2.21 479.80 486.17 479.80 161.06 24.00 25.79 0.01 1.78 8.21 0.26 18 23.52 13.31 313.08 2.75 0.96 148.00 1.93 3.15 NA 1.58 3.36 483.16 488.17 483.19 38.32 18.00 23.52 0.04 1.64 13.31 0.69 18C 0.00 178.00 0.00 0.69 NA 0.34 1.98 485.17 488.11 470.65 36.02 36.00 77.93 0.01 0.42 11.03 0.47 2 57.00 11.61 661.90 2.09 0.73 0.00 0.00 1.20 N/A 0.60 1.27 471.92 482.25 473.30 197.56 30 57.00 0.016 3.25 11.6 0.5 4 47.8 9.7 465.255 1.5 0.52 154 1.030259 2.07 N/A 1.03 4.29 477.59 484.25 477.59 51.94 30 47.79 0.012 0.60 9.7 0.4 6 46.1 9.4 433.824 1.4 0.48 180 0.960657 1.81 NA 0.90 1.51 479.09 483.00 479.09 161.95 30 46.15 0.011 1.75 9.4 0.3 8 45.7 9.3 425.476 1.3 0.47 138 0.942172 1.76 NA 0.88 2.62 481.72 488.13 481.72 297.08 30 45.70 0.011 3.14 9.3 0.3 ES-1 0.00 180 0 0.34 NA 0.17 3.31 485.03 488.50 DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type RIM* ELEVATION ES-1 ES-1 - 488.50 7 30 297.08 1.72% 484.60 479.50 HDPE 8 DI-3C - 488.13 VDOTSTD. IS-1 REO'D 7 30 161.95 2.25% 479.40 475.75 HDPE 6 DI-7 - 483.00 VDOTSTD. IS-1 REO'D 5 30 51.94 1.75% 475.65 474.74 HDPE 4 MH-1 - 484.25 VDOTSTD. IS-1 REO'D 3 30 197.56 1.69% 474.64 471.30 HDPE 2 MH-1 - 482.25 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 18 38.32 6.55% 484.50 481.99 HDPE 18 DI-3C CGS 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 CGS 488.22 VDOTSTD. IS-1 REO'D 18A 15 42.24 4.40% 483.85 481.99 HDPE 22 DI-1 CGS 489.75 VDOTSTD. IS-1 REO'D 21 15 56.27 0.76% 483.45 483.02 HDPE 226 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 VDOTSTD. IS-1 REO'D -OW PT. STA: 17+10.37 LOW PT ELEV: 488.o9 HIGH PT ELEV: 488.59 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 495 r 0 485 475 470 465 46o PVI STA:i PVI ELEV LV BVCS: v BVCE, EVCS:11 EVCE, 0 o PVI STA: 17+94.00 0 N 'D PVI STA: i5+58.86 ko 0) s v PVI ELEV: 487.1z a 00 00 oo PVI ELEV: 489-47 00 m + 0° K: z6.37 00 + 00 a + a + K: z3.58 a NL� LVC:220.00 i LVC:200.00 N Liui W ; m ; W ; m W m W m 4 EXISTING _ GRAD / \ \ PROPOSED \ VDOTSTD. CD 2 PROPOSED o IXI N VI STA: 13+SO.0 o VD OT ST D. CD-1 \ / PROP SED \ + a K: 28.69 + a / VDOT STD. CD 1 \\ N `w� LVC: 5o.00 N - / \ w W m m OW PT ELEV: 70.69 \ W o+ PVI S : 11+6 .00 0 o 0 7 4 g% ri : PVI E EV: 46 .72 N N PROPOSED- + K: 28.32 °+ a Lj PROPOSED " CL. DI W/L iDOTS D. CD- ( I LV : '150-00 ° w IN NARY JA KSONCOURT IE-IN TO EX STING GALA IE FARM LANE P OPOS D " 0>° TA. 1 +04, ELEV. 95.2 ROAD C/L w PROPOSED VV OT TD. CD i GALA IE FARM LANE C STA. 15+42 PROPOSED MARY JACK ON COURT /L, S A. 12 27 VDOT STD. CD 2 / 2.00 o PVI STA: io+5 .00 z PVI ELEV: 473. 8 K: LVC: 5 .00 5. W/ / BVCS:1o+25. 0 BVCE: 4,71.78 EVCS: 10+75.0 EVCE: 472.52 LOW PT. STA:??? LOW F T ELEV ??? i HIGH FIT. STA: 1o+25. o HIGH T ELEV: PR POSED XISTIN -PROPOSED HEADW4,LL FOR CRADE ® HEADWALL FOR 60" CULVERTS ROAD C/L 48" CUL ERTS W W cl CO CO Ol m O N CO I ul m In 0 n N O O 00 v1 W S m O Ol 00 ci ^ Ol N O 00 J J aa) N 0) l0 In d W N N 00 O 'm A � M a) In M � � ^ � W W 0) 0) e4 a) 00 O1 OD 06 00 06 00 00 CD a) 06 a) 1� 00 00 W 00 00 n n n S lD N W ci ID O t0 O W ci n ID M I�rl .t l7 l:J 01 d `t d W d 00 �t `t d `t 00 d 00 't d .t `t �t `� ^ .t ^ .t `t ^ d `t ^ �t ^ .t ^ d ^ d It W W 19+50 19+00 18+5o Soo 18+oo 17+50 17+00 16+5o PVI STA:11+24.o8 PVI ELEV:491.10 K:16.67 LVC:So.00 16+oo 15+50 15+00 14+50 14+00 13+50 GALAXI E FARM LANE 25 MPH DESIGN SPEED 500 00 0 In 0 00 0 \ ° " PROPOSED EXISTING 495 \ m ROAD C/L GRADE 495 mW L 490 1 000 . 1.00% 490 )+15.00 :488.92 00�o PROPOSED PROPOSED 6" N z PROPOSED TYPE 6" B.O. K:2.50 VDOT STD. CD z CL. 5z DI W/L ASSEMBLY C:10.00 )+10.00 485 485 +489.02 0 12.00 489.oz PROPO ED 6" .V. 48o 48o PROPOSE 8"x6" TEE, (1) 6" G.V. & () COMPLETE FIRE HYDRANT ASSEMBL )POSED8"x6" TEE, (i) MARIE CURIE COURT C L STA. 10+0 = MARY JACK ON COURT /L, STA. 101 6" G.V. & (2) 8" G.V. 94 475 470 470 W J O ,NV m In .t 00 lD m M 00 W IL'oui moo) 0 Ol C 0 m 0 m 0 a)Oa) O100 d W 9+50 10+00 10+50 11+00 11+50 12+00 MARIE CURIE COURT 25 MPH DESIGN SPEED 12+50 13+00 13+00 12+50 12+00 11+50 11+00 10+50 PVISTA:1z+50.o0 PVI ELEV:490.40 K:25.o0 LVC:So.00 10+00 9+50 0 1 495 490 485 we 475 470 465 46o O o In O N o In 06 H PVI STA:10+72.50 N a) rl a d PVI ELEV:488.1S N ui N .. v) K:1 .00 PVI STA:ii+84.17 U LVC45.o0 PVI ELEV:489.74 u m u w J 50o K:3,33 m w Soo 0 M o LVC: o.00 w 6 00 m BVCS:11 79.17 a o H a ij o " BVCE:4 9.84 J EVCS:11 89.17 u m v EVCE: 89.79 Q 495 m W PRO OSED 495 APPROXIMATE- 1 VDOT ETD. CD z w LOCATION OF PROPO D 8"x8"CROSS Q EXISTING 012" I WITH AN "x6" REDUCER, Q DIP W/L (2) 8" V. & (1) 6" G.V. PROPOSED 0 1 �R70AI)C/L 490 1.00 00% .000 - / 490 zo PROPOSED \ .0 DOT STD. CD- P 2 z I /PROPOSED ZZ>-. 485 1.0' (DRNG. / VDOT STD. CD 141 485 AVINITY ESTATES 21 EMER ENCY ACCESS / 1.0' P (DRNG.- PPROXIMATE 9 C / W/L) OCATIONOF 1.0 PROPOSED (2) 6" 450 48o XISTING 08" (DRNG.- BENDST A6"G.V.&6" 48o SANITARY SEWER W L TYPE A B 0. ASSEMBLY 1.1' (DRNG.-W/L) 45 i 4.9' (S/L W/L) 5-4 VERA FIJBIN PLACE C A. STA. 11+68= EXISTING MARY ACKSON COURT C/L, STA. 16+28 475 GRADE 475 1l ^ 0 0) 0It 0) Na �0 Z C6 00 °� O1 °It 00 d) d 00 6 00 0) O 00W77 Z - 9+50 10+00 10+50 11+00 11+50 12+00 12+50 VERA RUBIN PLACE 25 MPH DESIGN SPEED 13+00 13+50 14+00 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. SCOTT 7R. 001LINS'Z Lic. No. 0357911n 12/28/21 z 3 Z J o D Vl � z WQ a O z o � vl cc F�1 in ` I J a w z A Z W W z 0 z w ul z ,q N 00 N N .y M M rn N M N 0 N N W un F-' 0 x U W H W F-' F-1 W O O N z a _j (n LL w 0 J r-) ao 0cl� G J LL Z) Lu 06 1- 4 Q Q O J cj� Q I& U Lu W W D[ 2 CL VI JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 17 w w w w O Soo W W W ~ ~ ~ 500 T 0 F PROFILE GENERAL NOTES: ¢J2 22 " JJJ 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN 220 220 MHll � -] i 2 O p � SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE 0 0 0 0 � O O o � COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD v cc W W m STA:O+9976 MH12 LL LL o SCOTT R. LINS'Z AND BRIDGE SPECIFICATION 303.04(H). 495 0°0 0°0 m M o 2 6 495 495 RIM:49o.25 STA:2+11.34 EXISTIN i M„It °o 0 °O of 495 U Lic. No. 035791 � 2. ALL FILL TO BE PLACED AT 95% COMPACTION. o 0No w m ? ou w 't INV IN. 477.5o FROM LATERAL RIM:49o.92 GRADE / 12/28/21 / 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. �0 O 't -t + rn 0 ° " P OPOS D rn +°0 O INV IN. 475 OUT. zo FROM MH1z MH-i1A INV IN.477-95FROMMHI3 / m� + aaaH 00 �o �s 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF O = Q > > > GRAD v _ ¢ g > > > INV 475.00TO INV IN. 8 4 3 So FROM LATERAL z z z O SIONAL SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. g E z z z g E z z z INV OUT. 477.75T0 MH11 _ _ _ � Ln z_ z_ z z_ 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, 490 490 / AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO 490 490 SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE / SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD _ 7/4 / AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 4 4' / / PROPOSED 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12 OR GREATER SHALL HAVE SAFETY GRADE SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND 485 485 BRIDGE STANDARDS. 485 / 485 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN \ *T/, wACCORDANCE 8" CL. 52 DIP W/L WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE / (4.5' S/L-W/L) g � STANDARDS. 4 L W ( / - /) L / a o 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE \ 7480 / STIR. 7 MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL 48o 480 / (1.3' DRN .-S/L) 480 z u ¢ AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. o / 8" DIP i56.43 LF @ 1.68% p EXI TING / 8" DIP Z W m z o GRADE / i80.ig LF Qe 0.58%VERTICAL GRAPHIC SCALE 475 475 475 8D1P�vqe 475 0 0 In 8CF�2. s o zs s m zo MH-11A / 1°j'5 ,A \/1 ? m STA:o+oo.00 / ¢ RIM:468.00 / �"� m ( IN FEET) INV IN. 46o.00 FROM MH1i > ¢ a 1 inch = 5 ft. 470 470 470 / 470 W z w HORIZONTAL GRAPHIC SCALE J -] " ° M "It V) W // O Z ) 50 0 25 50 100 200 W W 0 V. 0p O .t d 00 O 00 al .t d It S dl S S M W W ( IN FEET) 2+25 2+00 1+50 1+00 0+50 0+00 465 465 1 inch = 50 ft. 8" DIP M H 1 o- M H 95.76 LF Qa 15.66% 530 5 460 460co C O N N VI STA: 21+75-OD 0, n r o VI E L E : 520.1 r: r w u + u K:1 .zy + u ry '1 aro O r �co O MN -t 5�5 rq Lu LVC: 5.00 455 m 455 ODW 01 ID O O W " da Oa W W O ,PROPOSED 1 0 ww e m m m COISTA20+50. DOTS D. CD- VI ELE : 5io.3 6 ko wLL t 0) a a a L9 rl ° 1 + K:1 6.40 + In 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 NN w a° 520 > -0+50 0+00 > '" U m w m 01 M PROP SED 8" M H 13 - M H iiA TYPE A B.O. \ 515 ASSEMBLY \ O� N \ � M \ 0 oo 0 It 0 0 52A :19+25.0 P OPOS D 8"x6' TEE, (1 \ ,, u VI ELEV: 501.4 N o) 1.0' 510 " G.V. (i) COMPLETE a) 0i K: 3 .16 + W N p z W/L) \ > 25.00 " W > Q \ ; W W ; m w N CIAJ (I� \ VERA UBIN PLACE C L STA. 11+68= a MARY JACKS N CO RTC L, STA. 16+28 505 , °% PROP SED So5 ? W 1 W Q I --I \ VDOT STD. CD 0 PVI STA: 10.00 0 0 I, PVI ELEV: 4 8.30 �/ a) � " Lu VC: 80. O U � O LL 500 PVI STA:1 +07.90 > U m 50o W 5oA 1.0 L W PT. T : 13+79 0o P I ELEV 486.34Lu L9 F-+ DRNG. / LOWPT ELEV: 484- O K:2.50 O LV : 1o.00 - - PROPOSED 8" \ o 0 0 00 VI ELEV: 487.1 4 0 00 PVI ELEV: 8 68 4 3 VCS:1 BVCE: +02.g0 PROPOSE L.L 495 CL. 5 DI W/L t K: 5 .87 +„ a � 00 t K' 31 �5 " m 0o t VCS: 1 486.44 +1z. o / / PROP SED 8" 6" TEE, ROAD C/L 495 Q vLVE v v EVCE:4 86.44 i (1) 6" G.V. & (2 8" G.V. x ILL D Z v v m w > m LOWPT. STA:1 +07.g0 i U „ w co W 00 LOW T ELEV486.iq W 6" G.V. & (1) COMPLETE 48A HI HIGH H PT. PT E TA: ??? EV:.??? 00o 5 490 FIREHY RANT SSEM LY 1.1' 490 (Ta X DRNG. PROPOSED / PROPOSED '� 0 W/L) / VDOT STD. CD-2 VDO STD. D-z PR POSED / 485 46A /aPR�PCSED DOTS D. CD-i / 2' °% 485 W t 0' 0% _z 00% PR POSED 8" TYP A "G.V. Z W rn V ° DRNG. B.O ASSE BLY& W/L / PROP SED 8" un / z2.5° /LBEN48o �5 / W 3.5' 48o 4.4' (S/L W/L) Zl��� 29 W/L) 2.4 DRNG. / 3(DRNG. 6A W/L) 10-5 W/L)X///170' EXISTI G 1. PROPOSED 8" 8"CROSS GRADE DRNG. W L �j 475 1 1 1 1 1 1 WITH A 8"x6" EDUC R, L 475 O O N . PROPOSED 8"x6' TEE, 4 13-1z -W/L 5" G.V. & (i)COMPLETE 4. (S/ FIRE HYDRANT AS EMBL G LAXIE FARM LANE C L TA. 15+42=A MARE CURIE COURT C L ST 10+ 0= J CKSO C/L, STA. 2+27 JAC SON /L, S A. 10 94 470 MARY MARY 470 W W M al Ol d 00 M 00 ° lf1 k N Ol M l0 ^ Ol 0 � ci M OD N H. " W M O 0 H. ° H. O S 00 � 00 � al O O O O N CO O Ol O O Lu W _ M M S ri N �n 00 " � N ri M .} ^ r. N M t6 la " �n r` l0 r` N 00 O m O M " ci M S 't N Ol N M V7 V7 a0 0) Ol M O 00 0C V) W W " N N " rl N " O N " 00 0 " S 'i " O 0 O l0 O O M O Ol O 0 Ol 00 Ol 00 '6 Ol 00 a, 00 N a) a0 O 01 ^ 6 F 00 r. 00 � la c0 ^ Ln 00 ^ �t c0 � S 00 °D V1 00 a0 l0 00 Ol l6 00 dl r. 00 a) 00 00 � rl dl O M a, JOB NO. wL Ln ^ n �^ n Ln v ^ n ^ n ^ `n ^ `n u, a It a a I a It� a I I a a a s It a't ItIt a n 202194 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+5o 18+oo 17+50 17+00 16+5o 16+oo 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 SCALE MARY JACKSON COURT 1"=5' 1"=50' (V) SHEET NO.. 25 MPH DESIGN SPEED 18 0. z o' w z z w N Z J 0 U 0 0 U N a 0 0 3 m s 0 0 0 U N O U 0 c 0 o+ a a 0 U O 0 a E 0 J 520 It 51-5 51-0 505 500 495 490 485 475 470 465 46o 458 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+5o 8+oo 7+50 7+00 6+50 6+oo 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. 475 470 PROPOSED VDOT STD. EW-7 WI - SKEW. SEE SHOP DRAWII CONSTRUCTION DETAILS. CULV BE COUNTERSUNK A MINIMU 465 E PROPOSED VDOT STD. EC-1, , RIPRAP WITH A TYPE B INSTA TO BE INSTALLED BETW WING WALLS FOR INLET PRO (W=23', L=1 PR( NORTHERN 60" CULVERT: 76.10 LF SOUTHERN 60" CULVERT: 76.39 LF 455 PFOPOSED PROPOSED VDOT STD. GR-2 GUARDRA GRAD GRADE POSTS SHALL NOT PENETRATE PROPO SHALL EXTEND 3.6' BELOW GRADE, A: ACCORDANCE WITH VDOT STD. DETAI SPACING SHALL BE 6'-3" IN ACCORDA STD. DETAIL 501.04. SEE SHEET 12 F( -H A 150 PROPOSED END ALL, SEE SHOP IGS FOR DRAWINGS FOR _-ONSTRlICTION =RTS TO DETAIL . CULVERTS SHALL BE M OF 6". F, VA COUNTE:RSURIO, MINIM M OF 6". P. XISTING GRADE PROPOS EC-1, CI LASS II WITH A ELATION INSTAL( EEN THE AS OUT FECTION (W=4T, 3, D=2') )POSED 0" CL. II RCP CU VERTS: @ 5.350/ (II=461.54, IO= 57.47') _ @ 5.310/ (II=461.46, I0= 57.40') w w L0 C) o m ^ co c v J J W W LG LO ( Ln 0 Ln lD Ln l7 l7 7 V' I 7 I 7 I 7 W W 1+75 1+00 0+00 CULVERT- COW BRANCH MH 9 - MH KAPPA SIG 1-9 475 475 PROPOSED VDOT STD. EN IL. GUARDRAIL SHOP DRAWINGS FOR CONSTFI IL. CULVERTS & DETAILS. CULVERT HOWN SHOWN, IN S COUNTERSUNK A MINIMUI L POST VCE WITH VDOT IR DETAILS. 470 465 465 ED VDOT STD. ASS II RIPRAP PROPOSED VDOT STD. EC-1, TYPE B RIPRAP WITH A TYPE B INSTA ATION TO SERVE TO BE INSTALLED BETW -ET PROTECTION WING WALLS FOR INLET PRO L=57', D=2') (W=33', L=' PR( NORTHERN 48" CULVERT: 83.35 LF SOUTHERN 48" CULVERT: 79.32 LF 455 455 MINIMUM 3.6' OF COVER REQUIRED OVER THE CULVERTS WHEN THEY ARE BENEATH THE PROPOSED ROADWAY -7. SEE P OPOSED UCTION GRADE PROPOSED VDOT STD. GR-2 GUARDRAIL. G 3 TO BE POSTS SHALL NOT PENETRATE PROPOSED 9 OF 6". SHALL EXTEND 3.6' BELOW GRADE, AS SHC ACCORDANCE WITH VDOT STD. DETAIL 50: SPACING SHALL BE 6'-3" IN ACCORDANCE STD. DETAIL 501.04. SEE SHEET 12 FOR DE PROPO ED END ALL, SEE SHOP FILL, TYP. DRAWI GS FOR CONSTR CTION u DETAIL . CULVERTS SHALL BE EXISTIN a COUNT IRSMIKMINIMilM OF 6". GRADE \ PROPO: :LASS II EC-1, C LLATION WITH P =EN THE INSTAL fECTION AS OUl >', D=2') (W=47 (POSED 4 B" CL. II RCP CU VERTS: @ 7.550 (II=46 .56, IO=457.27) @ 7.800 (II=46 .51, I0=457.32) I� O G O 01 O r! ELuouitLuDu 1+75 1+00 0+00 475 475 UARDRAIL :ULVERTS & WN, IN ..05. POST WITH VDOT 470 TAILS. 465 465 iED VDOT STD. LASS II RIPRAP TYPE B LATION TO SERVE 'LET PROTECTION , L=57', D=2') 460 CULVERT- INTERMITTENT STREAM 455 455 ,o 00 EO �� J 0 �H i V SZ0 a ma» STR:i 4 DI-3C, L=8' TP=470-75 INV OUT: 463.86 TO 12 P OPOSE GRAD PROPOSED END ALL, SEE SHOP DRAWI14GS FOR CONSTR JCTION DETAILS. CULVERTS SHALL BE COUNTERSUNKCOUNTERSUNKA MINIMUM OF 6". Y . EXISTING PROPO! GRADE EC-1, C WITH A INSTAL A S OUI(W=47' 457.10 w3" RCP 35.68 LF @a 6.31% 15" CL. III R P 20.58 LF @a 9.7 % W W C) N N o Ol N LO W W '0 � 'D O lw (� Ln 0 0 7 D It L W w 7 C 5 0 5 0 5 R SHALL RAISE EXISTING E KAPPA SIG1-9 WITH RINGS SO THAT THE RIM ITH THE ASBUILT GRADE. L7 8 475 470 465 iED VDOT STD. LASS II RIPRAP TYPE B LATION TO SERVE 'LET PROTECTION , L=57', D=2') 455 2+00 1+00 0+00 NOTE: CONTRACTOR SHALL OMIT 2 POSTS ON EACH SIDE OF GALAXIE FARM ST R 1/+-OUT LANE IN THE VICINITY OF STRUCTURES 12 & 14 TO FACILITATE THE CONSTRUCTION OF THESE INLETS. THE GR-2 GUARDRAIL POSTS MAY BE OMITTED IN ACCORDANCE WITH VDOT STD. GR-10 TYPE II (VDOT STD. DETAIL 501.18) SHOWN ON SHEET 12. Lie. No. 035791 � 12/28/21 z Z J_ ( O ` uo ZwQ� Z J L Oo o c �..� Lu co J L ti [ W ZL N N N L9 z� rti M z Q w LL 0 0 Q a L.L I --I I --I Z) LL 06 Lu w X z Q Q V � F 0 w w d V) 3013 NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 19 495 m H° co 00 495 H H o Hm00 O O O)W rnm � N H N a O ca 00 J a DO 0 CO 00 m " Li a Z Z Z 0 O F- F- 'mt STR:4 490 Hid > > > > V) o F- F MH-1(6o" ID) 490 rz a r. TP=484.25 ,c �o aj INV IN:474-74TO PROPOSED � z 0 = a > > INV IN: TO 16 76 GR DE 1n z z INV OUT474 474 4 TO z 485 485 48o ss o 48o 16z. 6LF DPE \ � 2.76% i EXISTING GRADE / 475 475 (1.9' DRNG.-S/L) 4 3 z7 24" HDPE (1.6' DRNG.- 138.38LFQa 1.88% DRNG.) 470 470 W W J I� N M N S O7 00 n Ln N O 0) m ei 00 m Lu Lu S DO °00 d ° 00 rl'tt CO It 00t t 00t S L7 L7 W LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 NORTHERN 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 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. 495 485 475 EXISTING GRADE PROP SED GR IDE STR:36 STR:36B DI-3C, L=6' DI-3B, L=6' TP=487.17 TP=487.13 INV IN: 480.18 TO 36B INV OUT: 480.42 TO 3E INV IN: 480.5o TO 38 NV OUT: 480.o8 TO 34 8" CL. 52 DIP W/L (1.0' DRNG.-W/L) 15" HDPE 28.o6 LF Qa o.86% w w J J W W 0 L7 W LL m V It 0) N It 1+00 0+50 0+00 -0+50 STR. 36B - STR 36 495 490 485 mcs 475 505 500 495 490 485 ®'. 475 PROPOSED' RIPRAP LII UNDERLAYP 470 465 495 495 PROPOSED VDOT STD. ES-1 STR:$ aM0 WITH RASHRACK. SEE ETAIL DI-3C, L=4' Lu EQUIV) N THIS SHEET, O ILENT, FOR TRASI k IRACK. (WITH 6o" ID BASE) `^ a m N O_ F Ln TP=488.13 000 H O 0 2 0 O 490 INV IN: 479.5o TO ES-1 O O v� 0 490 INV OUT: 479.4o TO 6 � I, I- _ am ° a�^LD 0�Lnrl � 00 aN °fZ Z0 aaj Z0 lD N N 6zz- \ r ^a» Fxa>>> V o z z V, g r z z z PROPOSED N &= II >>> 485 '_/ Y GRADE Lnn 2 H z z z 485 484.60' J28' OFz 448o DRNG.- ROPOSED VDOT STD. EC-1, CLASS I 480 PROPOSED VDOT STD. EC-1, CLAS I 30" HDPE FILTER FABRIC U DERLAYMENT TO RIPRAP LINED INLET PROTECTION 2' 297.o8 LF Qa 1.72% EXTEND TO THE HANNEL's BANK. DEPTH) WIT FILTER FABRIC NTRACTOR SHALL NOT IMPACT T E UNDERLAYMENT O BE INSTALLED IN 30" HDp S REAM's CHANNE WITH THE BYPA S XISTING DITCH R A LENGTH OF 8'. 161,95LF E STORM SEWER INSTALLATION. 475 C� z.zF SQo L=110'f, W,=10 5', W2=18', D=2' 475 - _ ROPOSED VDOT STD. ES-1 30" HDPE 30' HDpE - 51.94 LF Qa 1.75% z5 197.56 LF C�1.69� 468.25' 470 (1.3' DRNG.- 470 DRNG.) I 36" HDPE 465 36.02 LF Qa 1.53% 465 5-7 PPROXIMATE LOCATION C IF EXISTIN 8" SANITARY SEW R 460 460 W W O O O) 0D H ID O a a 00 to i0 I� ei a I� W n a V) O V) I� 0 O) p n m o M O M O 00 n kD 6 I_ V) a 00 m m 00 m a m O nY m 6 N I� + N O 4 O) rl 6 to M N N O 00 OD W W 00 00 OD 0) 00 O) W DO 06 W 00 o6 W 00 00 00 o6 W 00 c6 00 00 00 00 W 00 00 n 0D n n n n n b l0 L7 l7 a s a s a s a s a s a s a s a s a s a s a s a s a s a s a s a s a a a W LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 SOUTHERN BYPASS STORM SEWER HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 200 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 20 8+oo 8+5o 9+00 It O O) Lhr VI 0a ? o m O 1-0 m m N OO~00 00 II 'AD COMO /' N ~ O� H� o ^ °° a0 -tO � 0 a? Jr S CO O " EXIST G o o aO We O GRA J �05zm0 �n ON OH tJ ]zZdaO LLI J u ��� m ZO It ) ) z zlz- ZZn F-� �O M0 O 1p DIDZ-O 0 °aF- u anNa DO SoN O M oM a �H �= CFzzz -O 'O ROPO ED O m CO Z -a» ut O H Z Z GRA E F- -,t WM 0 0) S / Ln N 0)lD N't I� n .. 00 J 't CO aF F Z 8 CL. 2 DIP W L J 't mcp 00, _ / ( .4' D NG.- /L) WATERSERVICE 0 �D 'i a a� N w m 11 >>> LD O O o n N a z z 0 d = II o F z z & ,•, II » Ln fL_ / CROS ING 000 »> LgIzzz4 o / 15" HDPELD c^ o N 6 ,n a / 28.96 LF 15" HDPE ar .- a a� oJ9% go.53 LF @ o.6z% a N z z O �5^ HDPE VI= a z z z 18" HDPE 109.54 LF @ 0.91% " C 5 IP W L v,�H-- 99�Sz LF Qa o.63/0 o �5 (1.0' DRNG / i5" HDPE 1. 6' (1.0 i5" HDPE 144.64 LF @o.6z% / / DRNG- RNG - 3538LFQa o.68% 13-1z / DRN .) S/L I I 4 3 STR:38B 18" HDPE 5 20.68 LF @1.93% DI- B L=6' 3 ( .3' D NG.- � /DOT STD. EC-1, CLASS I NV N1481.93T04o DRNG. - STR:30 18" HDPE IED OUTLET PROTECTION 470.2 ' DI-3C, L=6' 6g.1g LF @ o.50% INV OUT: 481.83 TO 38 WITH FILTER FABRIC 18" HD PE TP=484-43 ENT (L=15', W=6', D=2') 27.84 LF @ o.67/o INV IN: 478.5o TO 32 INV IN: 480.00 TO YD-2 z4" HDPE INV OUT: 477.5o TO 28 100.72 LF Qa 1.66% 18" HDPE 24"HD PE 107.93 LF @ 4 48% 41.97 LF @o.6o°r6 W W a N N N O 00 n N O 00 V) m H V) 0) Irl O a M O O M v) `i O l!) N N 00 a H o) 1� O W 00 Vl N .i `� 00 0 J J W W O I� Ol N 10 lD 't N Vl a a 1O a a m 0) a Ol l6 a N n n W M 06 O) a O W 0) a M O m O •i x, I� O rl O a O O W a ^ a 00 ^ a 00 I\ 00 ^ a 00 ^ a 00 00 a 00 00 00 0) a 00 O) a 00 O) a 0D O) a O) m 00 m a a, 0) a O) 0) a rn 0) a 0) 0) a Ol 17 L7 s s s `t a s s s a s s s s s a s s s s s s W LL 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 STR. 42B - SWM FACILITY 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+5o Lic. No. 035791 12/28/21 z 3; z O F- tn 0 4 Z � CI ` O Z J ` O H w w m i FBI U) a� i F ' u�i z E i tie ti ti N N W O '-I 202194 "= SCALE 5' 1 V ( ) 1"=50' (H SHEET NO. 20 SOS PROPOSE GRADE 500 STR:48B DI-313, L=8' TP=498.82^ INV OUT: 491.86 TO 48 495 8" GL. 52 DIP W/L (1.1' DRNG.-W/L) m M �p } °n a O 000 � �rf-o, N O n 01 a° °�mmrn 00 J 00 .t .t It ?co 'tZZZO F Ma»» ,,,o�-zzzz FI LL, TYP. 495 I490 490 X 15" HDPE EXISTING 27.88 LF Qa o.5o% 485 GRADE 485 480 480 EL C) Op0) 0+00 O+50 STR. 48B - STR 48 .•• qw, 495 't so O O PROPOSED GRADE a {;� 6 a t11 J 06It a 490 m >> > zzz STR:4413 DI-313, L=8' TP=488.76 INV IN: 484-75 TO ROOF-i FILL, INV OUT: 482.00 TO 44 T�P. 8" CL. 52 DIP W/L (1.1' DRNG.-W/L) 48o 15" HDPE 27.86 LF Qa 1.62% XISTIN 475 GRADE 490 PROPPROPO 3ED VDOT PROPOSED PR POSED D T STD. ES-1 GRADE STD. ES-1 STING 485 - - - - - - _ _ RARE 485 25" RCP 111.38 LF @ 137% 8" CL. 52 DIP W/L 48o (1.0' DRNG. W/L) 48o PP OPOSED VDOT S D. EC-1, CLASS I IPRAP LINED OUI LET PROTECTION WI H FILTER FABRIC UNDERLAYMENT (L=6', Wl 4', W1=8', D=2') 475 475 I� 0 rl 0 ^ 0) N 0) l0 0 o a00 cc w a It 00 0+00 0+50 1+00 1+50 1+75 VERA RUBIN PLACE CULVERT LD-269 Rev, 3-83 485 475 470 BE, 1 80 15"CMP \ 4 465 14.8o LF Qa 7.78%-\ PROPOSED VDOT STD. EC-1, CLASS I RIPRAP LINED OUTLET PROTECTION WITH FILTER FABRIC UNDERLAYMENT (L=20', W=4', D=2') 475 460 470 470 W W 0+00 0+50 STR. 44B - STR 44 475 EXISTING G DE 1 470 EXISTING CONCRETE HEADWALL TO REMAIN 490 STR:18 -3C, L=6' TP=488.17 INV IN: 481.99 TO V IN: 481.99 TO 18B INV IN: 481.99 TO 20 485 I INV OUT: 481..89 TO 16 465 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. 463.60I 46o 475 WWCo o J J N Ol D N l7 lJ .^t S 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: HYDROLOGICAL DATA AHW Controls D.A= 1.80 ac. 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev. Cw = 0.40, Tc = 17 min., 1'o = 4.3 in/hr and 125 = 4.8 in/hr = Shoulder = elev. 488 = CL elev. 488.38 DISCHARGES USED M N ACT Skew 0 ° Cover Varies n Q 10 = 3.10 CFS Detours Available Length Q 25 = 147 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 486.00 So= 1.57% Inv. El. 484.25 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 111.38 Ong. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET End CULVERT TYPE & SIZE Q Q/B INLET CONT. OUTLET CONTROL HW. VELOCITY Treat, COMMENTS HW/D HW Ke do (dc+D)/2 ho H LSo HW ELEV. C.M. Smooth Inlet Controlled (+1.0') w/ downstream riprap. Velocity (6.23fvs) 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 noterrosive in concrete pipe & riprap. Inlet Controlled (+1.1) w/ downstream riprap. Velocity (6.4ftls) 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 not errosive in concrete pipe & riprap. 0+00 0+50 1+00 1+50 2+00 2+SO 3+00 3+50 4+00 4+SO 5+00 Design Flood Exceed. Prob. Elev. STR. 5 2 B - STR 2 6 Overtop Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDATIONS: Base Flood 1 %Exceed. Prob. Elev. STR:52B DI-313, L=8' 000 0 Ln 00 M eo � N � II N 00 00 Z� 00m O la L p Il Z .•. ROPC SED GRADE 6" CL. 52 DIP W/ (1.1' DRNG.-W/L) XISTI G GRAD 485 m N N N ry 0 N 0 495 M - n N N STR:20 495 m _ 0 00-DI-36, L=6' �° ^ " 0 ~ TP= 8 00 4 9 N �j N o't0 m p o NF a)z INV IN: 482.64 TO 22B a > o o a > Oj INV OUT: 482.54 TO 18 npHZ V)i>HZZ 490 P11 I PROPOSE 490 GRADE 485 EXISTIN GRADE 15" HDPE 42"4DF @ 4.4056.27 LF Qa 0.76% 61. o L'FHDPE ° 48o 480 3 Qa 0.90% is" HDPE 24.66 LF dal 1.14% 475 475 LLJ 0W W ^ M W W 0M0 c6 06 0O WOl 06 7 7 Op � 0°0 WLL t It I FOLLJ tIt .t .t .t It 1+00 0+50 0+00 -0+50 0+00 0+50 1+00 1+50 1+7 STR. 18B - STR. 18 STR. 22 - STR. 18 SCOTT/R. CZTLLIN' Lic. No. 035791 A 12/28/21 z g� 485 . STR:18 n r DI-3C, L=6' p F-' TP=488.17 a ` INV IN: 481.99TO o E INV IN: 481.99 TO 1813 Z En 0 " INV IN: 481.99 TO 20 p INV OUT: 481.89T016 O z J r O Ny. LU co i H L . 475 a > W �; S+So 6+oo 6+5o 7+00 7+50 •• CA N N W O ,_y N i6k z t` M z x W W A z c- 0 W aJ 0 L.L 0 G d p� W Q CD LL z �.�..� III I-4 Q J Q I L�J L) I w O W oc = a U-) JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 21 495 SOS SOS SOUTHERN MARY JACKSON COURT & VERA RUBIN HT. OF\ PLACE INTERSECTION SIGHT DISTANCE PROFILE OBJ=3.5' \ 500 \ 500 \r°\ r q CF,?\ \ 495 495 0 HT. OF YE=3.5 LINE OF SIGHT -�IGHTDISTgNCE_ -28o' 490 HT. OF 485 o6J=3.S';5 48o / 480 EXISTING -- - - ' GRADE - - - 475 475 I� rl 00 l0 S W 't � .i Ol 00 ri ci �t O 1� rl N O N w t0 00 ci O O O O ^ Ol �t M Ol O O 00 W 00 l0 M W Vl '� 00 M O co ei m 't Ol 00 n 1� 00 n n 00 F d r 00 It00 d 00 n00 d �t d .t It �t .t d S It .t S d d S S It .t S 0+00 0+50 2+00 1+50 2+00 2+S0 3+00 3+50 4+00 4+50 5+00 5+50 5+75 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 495 EXI TING SIGHT ISTANCE=1$2' G DE 490 HT. OF — — — 490 OBJ=3.5' HT. OF \ EYE=3.5 \ � LINE CIF 485 \ sIGH 485 48o \ S7G 48o 7ST PROPOSE GRADE \Cgo 475 475 HT. F OBJ-3.5' 470 470 \< NORTHERN GALAXIE FARM LANE & MARY JACKSON 465 COURT INTERSECTION SIGHT DISTANCE PROFILE 465 O 0 I� l!1 m N O 00 Ol l!1 w n N M 00 ID .t co 00 Ol c6 M W 't 6 a) N .i M co 6 n 00 ri N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 505 SOS SOS NORTHERN MARY JACKSON COURT & VERA RUBIN HT. OF\ PLACE INTERSECTION SIGHT DISTANCE PROFILE OBJ=3-5' \ 500 \ siGy 500 \qiV F,z80, \ 495 \ LINE OF 495 SIGHT HT. OF EYE=3.5 SI T� =E;280, 490 490 HT.CEO O P OBJ=3 5'485 485 GRADE 480 - 48o EXISTING - - - _ GRADE 475 475 1� N H cot 't co m al M Ol O .t I� N O W N ^ O M k0 M O ^ O It l0 lD d ,y N 0, 01 � ^ l0 00 �, M 00 N N m't't ,y ci O O S O co F 0 l0 S S S S 't 00 S 00 0+00 0+50 1+00 i+50 VERTICAL GRAPHIC SCALE 200 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. SOS EXISTING Soo GRADE __ - Soo - HT. OF ,_-_ OB =3.5' 495 NC�o95 495 -- LINE 0 ANC3� SIGH HTDIS HT. OF 490 S�C'� EYE=3 5' z 490 HT. OF OBJ=3.5' PROPOSE 485 GRADE 485 MARY JACKSON COURT & MARIE CURIE COURT 48o INTERSECTION SIGHT DISTANCE PROFILE 480 H 00 10 . 0 co It l0 O 00 N a) 6 It co 0) I n It O0 a)p/1 O N 0+00 0+50 1+00 1+50 2+00 2+50 495 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 20 495 SIGHTDI TANCE=262' T.OF 490 HT. OF — - YE-3 5 490 OBJ=3.5' ,' \ ` \ LINE OF 485 \ SIGHT 485 PROPOSED \ EXISTING GRADE \ 48o GRADE � \ Si 48o yT \7ST,yN 475 475 H .OF BJ=3.5' 470 470 ` F .� SOUTHERN GALAXIE FARM LANE & MARY JACKSON 465 COURT INTERSECTION SIGHT DISTANCE PROFILE 465 O 0 0. m N It co 00 d t. 0) . mN m O Ln 00 't W 00 It W 00 01 It W OD d It 00 It a) It O n 00 n S O^ N It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 Lic. No. 035791 ``gg12/28/21 �4 �1SIONAL E�Ol0 J Z O F c 0 ZLuc� o Z J L 0 Ln J C ti C L �W/ li N 00 N N '-I 0 z t` M N M w N z o Q WN JV) Lu a J zw oLL a a0 0 L9H LLJ H (�� 0 zP4 Q W " I I I o V] . j ~ < ( z W "' E-� J� J� CJ O O N Lu W O w K 2 Ca to JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 22 ROAD LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sQ TOTALSITE QUANTITY1 COVERAGE (sQ TREES AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 21/2" cal. 452 22 9,944 AS ACERSACCHARUM'GREEN MOUNTAIN' GREEN MOUNTAIN SUGAR MAPLE 21/2" cal. 214 20 4,280 LS LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' ROTUNDI LOBA AMERICAN SWEETGUM 21/2"cal. 238 9 2,142 QP QUERCUS PHELLOS WILLOWOAK 21/2"cal. 419 35 14,665 TOTAL CANOPY 31,031 SOg TW BG 0 0G 49898 BW T ' 8B / TNT COUNT COUNTY ARLE,V GI IA C�UT.M.91-10 498BG NTY OF ALBEMARLE,VIRGINIA � � �502TW �6Bw /,�� D.B.1979-4, 6 & 47 L T / D.B.1979-44,46 & 47 PLAT \ ti 4�BG 4g 4 \ I �495BG �,NTYDEEFIN REy�RVED 500 T-�� $T EP $ OPES YPTIN. v \ 49sBy/ /�/ \ \\II I I LOT /� � A /EL / LANDSCA PING NOTES: WALLA - -�-// j 49.BW i j / 1. 1 LARGE STREET TREE PROVIDED EVERY 56 OF STREET FRONTAGE. (5) LS ALONG q_GAO 2. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND lc' MIN. FROM \ MARY JACKSON COURT 500 TW �� p / / \ LOBI / WATERLINE AND SANITARY SEWER STRUCTURES. I 499 VIP /� �/ \ 8 \I �_ _ / LONo/T \ \ �; + , 3. ALL LANDSCAPING AND SCREENING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON 194 BW / / \ / OPEN \ \ \ I 1492 -_ I FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. \ I ! / /' \ / /f+ +>,'/ f+ ' 4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY / / ' / \ pEN LOT \ (4) LS ALONG / \ / ✓ / As \ GALAXIE FARM LANE — / J ' +f� +% , , +f' �f' , + �/ / / THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE I +++ PLAN. 5. VDOT WILL NOT MAINTAIN TREES PLANTED WITHIN THE BUFFER STRIP WITHIN THE RIGHT OF ��? /'� / WAY. THESE TREES SHALL BE COVERED BY A MAINTENANCE AGREEMENT AND SPECIES SPACE ef',f, ' S/ \\ / 10 TYPES MUST BE SELECTED AND PLANTED IN A WAY THAT MINIMIZES POTENTIAL DAMAGE TO49 THE ROAD AND SIDEWALK.LoI 1 / 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. 7. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES I Az VI N AND ACCOMMODATE PEDESTRIANS. 8. TOTAL STREET FRONTAGE = 4,263' I Ia I / / s w / /% p ' + ' +, 'i f'+ ' ff ' of /f '+' + ' f '+'f '+'+ ' ++ i+++ i + f + '+ ,+ \\ ' REQUIRED STREET TREES: 86 (1 TREE PER EVERY 5D' OF STREET FRONTAGE) ( \J LOT • i " _ w -CURIE QU '/ '� ' PROPOSED STREET TREES: 86 I w w= ' (5) AR ALONG + / +, +if+ %af+ a .+ + +++ fi 'f + + I I \ \ \ . : , 4 N �/ P 0 DUBLICRO D + + / / ' NOTE:1,1 8' OF STREET FRONTAGE ALONG GALAXIE FARM LANE (PORTION OF) ! _w w MARIE CURIE COURT % \ 1 I N w UBLIC RIW) / 4 12 � REQUIRED STREET TREES: 23(9� 01 PROPOSED STREET TREES: 2g NOTE: 2,531' OF STREET FRONTAGE ALONG MARY JACKSON COURT \ IL -I _ REQUIRED STREET TREES:51 _ \\ -� w ' ✓ + f+ PROPOSED STREET TREES: 48 / NOTE: 584' OF STREET FRONTAGE ALONG MARIE CURIE COURT REQUIRED STREETTREE5:1z ••° �/ .4...' •..;' .' + , f' fff f (/y/ ,%/ / , +' +\ + + f f + + + +' i PROPOSED STREETTREES:g \ II II \, OT I \\\ A � \\� \ �. •,' / � �\ � � III I I \ X � / \ \fff \'a j / ��� f f + + , + �f ff / f+ 'f '+ '+ ' ,f' + ,i , + + + ,; + , + + f �'f + + / \,.+' CO,a /' \ I I ' N'I II I O I � ��• \� � \\ \ I LOT II I -�� � f , '�+aWAU63 I _ _ — — c9 \ \ \ \ \ \ I 2 II — — — / \ AS TW LJJ4+ <i��( l/1 — (4) AR ALONG LO \4 \OGPA \ I \\ \IPENJI I II LOT LLJ I MARY JACKSON COURT 474 /\ SALONGL (16) Q 7GALAXIE FARM L\ �4 +a + + a 0 + f f r TA.0+0 PROPOSED&PLANTING STRIP, TYP_ — / _\I-N— �•� A r' X x\ a '+ + + f i + +�i`+i'++f+'+ f+', i/ ++ +;' ++'+a jj \L — \ / 9 a / ----- ---7P.NC�So j / GNTD(S�. NA X x X+ 7 , x —� \ �✓ �/ / /, , + 1 e f + 1 .. „ -� .. ,. . ++ +•• — —_ _ __. �__ """���. ERR ( / f , �� + , + + + ', + '+ + f + ' f ' ' > f f ' + �" � �q�' I / _ � _ ,.... '+ + '+ + + 'i + f + ai i + '+ i ' + + .+,. .�r; .+•' '+r +,y , '+ax,i'f'+� ' +++' + ` \ // �'; OT �/ + + + f f ' + ' ff , ' + f ' ff f f + + + ++ , �f� ' ' // � LO,f ++' +—f ++ f\ f++ +fPgoJ +GUARDRFjILI f++ / '+>+_'ems--'+,''+ nn r I�Cr[ /� f (20) AS ALONG 13 AR ALONG T/ 'v TOT+L T', + + f i , + + f ' f f ' + f '+ ' + ' , ' + ' , ' f ' ' f ' ++ ' ' + ' + ' , a..: , ' + , ' + ' + + 'i , ' + ' + + f ' a ' ' ONTRACTOR O MILL& x4'AC)' �+ ' I iGALAXIE FARM LANE' / , LOT AR6A , MARY JACKSON -. H' + f ' + + + ' • I 5 55 � + + if ' / '+ + ' , ' + +- + f OVERLAY RO TE 20 TO \, + ' + f' +- THE CENTS LINE, TYP( +a+ +'f' 'a / + + 'f ,f' + f � 5 5 — / • � Q IV +, + ', + ', ' ', + � I ' ' + + �+ �f �f ++ + +i ,+'+ + + ff ++ + f + + + ' + ' f ' + ' + + f + + f +'ff , 'f + ./+ ; � + 5 II LOT 56 PROPOSED 6' WIDE s �+ i ` / + + + ff + + EXISTING ./�. / I + f fBU F,ER,T P. ' f ++ + + + '+ ff / O PLANTING STRIP, P TYP. s.. / — — � � f f + :.. LOT /�' CCinlI — I `3 + + ,'++' f' > _+'' + ' � ty MI�LIMf + + f •'f �,/ + 'f + + f y+ + , f' ' + ,, + f + + f + + f f + + LO 16 a + r > + f f wooD w a 57 wzd osEDAcYIVE' REDWOOD � � Q F3� _ I a+f'f + + / '\ x \/ \ \ / / + + + + , i'+++' + ' f3'. f ' +' i+ ,ff +f+ '+ +3 + + W + f +�'� f , — .f-> +ff % \ / I +f +i' + '' s ' a"l` + ' ✓ , ' i + f + ' a'�. �' + f + + f ' f Tlt C(EXi$la / Q����i���� T Z F- LOT 5 O►� i + \ \\ r _+' +,'» - $ SVIL�E ©, Q �v Q T m r f \ \� l O ++' •+' f + + f ROIfFE J.. 52 7" III I a > I / J f + +f' /,''f �f 'f ++�' /�+ +' - + + � � ++ ' /f,+' I � +f�+i f+f *47 _.... + I III w / \ '+ / / y ° LQ ' +' �(19) QS ALONG O / 59 < C aof ',MARY JACKSON, LOT \ \ / \ \ j O III o O G So� P, COURT' 1 \\\ ALONG - — +'/ 7 f�`+'+ ,CKSON COURT 1 �I� — ' /+ ' + �� > ++'ff+ ' y ' ->• \ \ \ / % ' i +� IN � P.' T 'I+�' f ' f ' f+ ' + ' f, f' '++' f+ ' ff ' f+ ' f ' f ' f ' � + f ' r,• ' + ' + ' + ' + ' , ' + ' , ' , ' + / "� f ill+ i / + __ •. • '. °� ." � \ /\ , + , a + f f +' + +' +'ff ' f ,' ,',/+'fff �' +'� ' i_'++ + f + f + i + ++ ++ f , +' / J �N LOT\ \ � �+ � + f + ' + f ' ,VALC,D; + , f + + f f/i f i + ff + . �:" f ' + + f > + � f / \ \ STA. i+fi0.5 f f' f ' f f'' f+ J 481 w 18 \ \� �flIlf + 481BG f / — w p + + ff�'f' ++ff +++f '++' f+ ' ff\'ff ' f +f /+ ++' •+�' f+ ' + ' f ' f ' + ' + ' + ' , ' f ' / / 4}6 YW , + , + ', + + ' , ' + ' + / , + , + , ' + + , + , + , , , , / 19 • LOT QOQ + � + ' ' f + + ' f ' + ' f 'ff+f' f ' -+ I+ f > + + , ' , ' , / i APPROVED SWM FACILITY�a — — — �: • '•' � .. •. ° °•. � ° / - oP� � , y UNDER WP020z000037 '+ 4$i ��V ff, + f + ' + ' , + f + + ' ' f + f ,f ' f 'ifa '+ , +f , +f , + , + , + + ff f ff f + f —LOT f f f f + \ � L I 3 f \ + P +R + 'f ' is ' f i ' +f y + ', + + + • ' + + ' f + + ' f + f PR(716C1 + + z LOT I I f I LOT I++ f \ \ + ++'+' f '+ f '+ff ' '+ f + ' + � -+ '+ff '+ff LOT LOT >' 3 1 LOT 6T 2 -__2- ASPEN 27 5 ASPEN I I + f • , f f f ' + r I UNITS z 2UNITS ' f I 3 I TS 80 D + f ' a GRA SCALE PHI 9 — 48 + , +f + + + f+', + ','f + + + + + 30 0 15 30 60 120 f f f f + f f + C UNTY DEF N D WALL D- + f f 48 TW \. -'MANAGED STE�P a, .-- : '. � STA.0+0047 BG f f .f f ff f +' ff+' f+' ff f r, f' '+ 'f + f'+,''f+.''f+,'ff+f'+ff ' f ' f 'i,�:.. ,'+ +f'.fff'. f ' � ( IN FEET ) f 00PE$ — 476 Wff ' �f / 1 inch = 30 ft. f + // Lic. No. 035791 a 12/28/21 47j Z O0-6 J s u o z LU OZJ` O III Ln r LU In c III L s > a [ W zL M N yM V WN 0 III N m 0 Q J I� z a LL V / LU0 z X Q Q W d U) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 23 County of Albemm le Cotmereation Plan Checklist— To be placed on Landuzpe, Plane ElLindbook. pp ID-28d-111-297 for complete specifications) 1. 2e f°Ilowte lh d'h I16 sl°x' Ib all", Trees oinb ® Limits of 1 g( ads dnpti ftr cobs mvady ® Laeaonmd typc fprotemv f 'ng' ® Grmlenhmges raryinng trmw orwalls; 63 Pmpoeed trenching mtmmdi::gbeyondthe lmvh ofclmi,:g. Ll Alltrmsmbecavadstmlitemmbad ffiprmtordbb.atah°ightcleadyvuiMemegmpmeN entor� Ll Nog:adingahellbginw IMetreemmkingheabem' �ct m:dappr byaCm:tylna ocar. 3. PicCo:ntrnaHon Conference: Ll Treep—orvation mdpmtsdeo meamas shall be ed with the contracfrm ate a EuummaneOperation sad Sousse.: 0 besavl»pm t e1ucW imffic mdatorage ofcomtmam met®ala including soil alien votbepetmined wiltin 8w dnplina oftrea be saved 5 Sall Eroab° a d Sle—oramr D terMon Devices I➢sucbdevi hailmladvmelyaffWteswbeswM 6 Fuel; � Fires me rotpmn tled wiRin 100 fat oftM dnpline oftrmst°be saved. 7. Tmk Materll ® Toxic matmals shall not be rtored xdtWnlW feet fN dripba ftrce lob ed. S. PsebeeWe Fen Ins, Tress to be moved andan40 feet ofa prop -cal bo0drag CricrohnE' b-ty Jbill teproleeted by Imtlag. 0 Fmd4shalibempla udsh beimpectMmdappwedbyaComtyi par rprmrto radmgofwmw om 9 Tove Welk LI ttTci the --led lI crest be nosed eadlin Me dnpline°fetres w be Steve, aneervell sbail bepmvidedmd amnatructim dell .submitted for approval 10. Trr Walls: Ll WhmffieUomd]evdmadbelowerMwit ffiednplacat tobesava,atrmw°Ilahellbepr°vided,m omh andeteil submitted for approval 11. Tritichme aad cut, Ll When leather, la egnimdwitiw the limits ofcle r,g,'t shiLl be d ®far away boss the bsmhs ofirem m peaibl. Usti Wrg under a Iname shell be mnadmed as an alternative whm ltis anticipated Met Mel trenching adR destreyfeeder recta. 12. Cleanup; ® PmfaYive fm©::g shell be lm lest items mmovedd 'n2 tlm fiml cl®mrp. 13. Less aead T—: ® Usual aem shall afaimmmiefly bypmni fr hl ionoroffirmethoNrecoamrendedbyabeeapsialin. NOTE: 1T 19THE REVEL PER'9 RESPoN9181LIIY TO CONFER WTU THE COPT—TOR ON TREE CONSERVATION REQUIREMENTS. (5) LS ALONG \ MARYJACKSON COURT ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE �/ SHALL BE GUVED WIT (3)EQUALLY \ I I fiscioc. UNo.035791 41CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING / TURNBUIESDOSEAROUNDI TRUNK.FLAG IRESWITHCOURVEV NOTE: TREES UPT04'"CAL SHALL BES'ZDEPARTMENT. `� , rSTAKED. TREES OF4'CAL.OR LARGER — J TAPE.RER TOSPECIFICATIONSFOR SHALL BE GUYEDWITH(3)EQUALLY // � FURTHE NFORMATION. iTWISTED, 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION I HOSEASPACEDDTURNBUClerzGS. LOOP OSE H_AROUND TRUNKABOVEBRANCHES ASTOTBEIPRESHALL NOT PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES 7 / SHOWN,FRGWIRTO ESWITHCONSFORS ' +� ZADDITIONAL INFORMATION.Of 3. TEMPORARY EROSION CONTROL MEASURED AND OR PERMANENT STORMWATER �� A(Im, w / / / TURNBUCKLES E H RUBBER HOSE AND MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL ( ( � � / TURNBUa(lES 2/3 UP TREE / \ i + NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. \\ `/I \ 7 / / i ,i'i�>i>ii�a.o4AC), >>', > ' a� 0 DOUG E STRAND /12 GAUGE WIRE ', ' , + i , ' , , ' t. W 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES I , \ WITH RUBBER HOSE & TURNBUCKLES •%2• HARDWOOD STAKES, , ' (, N TO BE PRESERVED AND PROTECTED. � \ i AUGN TOP OF STAKES _� I I \ + ' - - - - � z 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE / \\ / / }- z xz HARDWOOD STAKES./ - - - - - 1 \ o OF TREES TO BE PRESERVED AND PROTECTED. AUGN TOP OF STAKES I I z I \ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS / l / / \ BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY \/ D = U V v DLGH SAUCER i 1/3 HE. OF TREE 1 LOT\ UJ c0 ENGINEERING DEPARTMENT. p 4� I ULGH SAU(IIt1 I \ j z 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, // �/� �\ ����� I I�p 1 I 12 I \ Z f I AMENDED SOIL MIX NISHED GRADE TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE / I, ��lll�� lilt I I\ g O PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS -III- ¢ OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL II=III ` II -III= =I = .1� 1- I \ I _ - - - < BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL -I III-11 / �11 j=III I �i l i AMENDED SOILMIXL -I - �- o r— ¢ SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. =I1I - CUT AND REMOVE BURLAP FROM / f - - - - M �IIIz� TOP 1/3 OF BALL BU SHOWN ,III OUT AND REMOVE BURLAP FROM — — n 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE = I I I1 111 - - DP 1/3 OF BALL AS seorM I - - - - \ 'w o PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH / - -III-_III--III - AmFv suBsaL To a MIN. DEPTH I �I V/ O ? s THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR = J= I 1 \ SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE - I- - =1 1 ppRRIFFyy suesaL To a MIN. DEPTH = I I Z o c O OL BOARD C ��.IIIµ RLE,\/I VIH PACTED SVBGRADE SPECIALIST. , I �OT z o D. �C 3C3 62O MPAC ED SUBGRADE I 1 O 0 0. w 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE Ever iP7A-e66%tibftADetail Tree Plantig� and Staking Detail m, \ � 1 I �••� � 8/30/2021 PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON Not to Scole Not to Scale fV 111 a I w m LU s owlvea slcNATORe: (DATE) BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND - I \IO ) a. s Source: Va. DSWC Plate 338-2 MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. \ V o - - - m ¢ LU V CONTRACT PURCHASER SIGNATURE (DATE) 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION \ I W i / I \ I�- _-�— -- > ¢ a 0 9/um Palo f°fl In-401 CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. \ _ - - z o ' (4 LJ.I U) 3 \ W � w AR ' ( \ 1 \ M Y JACK 0 V o W U \ \ tl) I I L T \ \ V I \ 14 \ �� o ° J — _ / N x � 7 O N o N WALLC- o �5320TW0 \ \ � /A�CE,3 � \ I 532BG 24 -� - .E VI \ \ V / - —°GHT� T — o 32 TW \ 5 1 \ \ I 524 6_ \ I x I / I xL9 N , \ \ \ \ TW / WA L f� L��� 5 2 BW 3OJECT BOUNDARY, 50 TW f�� 54 O� 28TW Y / PROPOSED / / 506TW 50 �', ('JJ o \ R 5�6 W 5 $TW I i i Sp2 ACA, >\�i ,> i,,' .,' L I3 522B LINE P. 5046G 02 BW / a TW/514 TW 5�2 TW 5101TW 04BG BW � > , s , i , , , , , , � \ 5 B BW 516 5166 51 BG 512BG 51 G 5 0 BW B 5 >i ,i ,i , , ' , > > , , ' , ,i > ' 5 55 +i .ie , ° ,' , ' , , , , • , \ � \ ASPEN \ \ \ \g SU$BG s14 w T.M.91-131 1 II i53 \\ \\ �ALCC 53 w 51bBw sos w / COUNTY SCHOOL BCVARD OF \ i — L \ — — — — — — — 5 5 — — — — ( I LUT 56 ( k4� G�' ,> o ALBEMARLE COUNTY, VIRGINIA LOT �� 52 s m D.B.1033-313 41 2ASPEN J — — — — — — — — — — — — — — — —, D.B.1033-313 I _ _ _ _ _ D.B.619-368 PLAT / h --- --I -- -- —50 --- --_T_ — --�— , -- -- / r�-- / — I --- �3 / o i t/iW LO 57REDWOOD REDWO�WOOD ¢ o REDWOOD AON L 43 ASPEN ASPEN 0 OPFNPQCE N " ASPEN TLOT / T / z > a o LOT / / / 1449 5� 51 52 yOT LOT 5' S s LOT / LOT / LOT LOT' / / 53 L, g ✓rii, r ,z \ i> 11 G\1 C L a J � O fv , +i , + , i(19) QS ALONG Q o 59 / s° MARY JACKS( ~ D i I I I I I OIJI I I m J C„ -(19) QS ALONG d /e ,PROP kCKSON COURT / - - - - - _ y� t� �1a +, ' / PLANTING / / / / L 1 °�� --- j, i L9 F- z s \ F / __--STRIP,TYP. - -- - -- -- -- - -� -- -- ----- �t , \ > .. .. •': •, a .- •• o.. .. ., •,. N ,i , > , 7 , CV w U W w w . ca m w w w. w- m w. .--/ w ,_ w 4 °/ # �j U) n (20) AS ALONG \ w w w w w- / - - - A Y JACI�SON CO�1R w # /x V d MARY JACKSON COURT \ w w w - sIGHTD T =2so R P I w / U / - - P O SEk7 UBL C RO w 0 a: _ / � 5 w I a IMIT OF PROP SED V1I�Iy�'-(4g'. W \ IpBLI RIGHT OF - _ D6o / I-s z o TYP. x - x / # 3 Q > CNN E i — W -(20)ASALONG -� -- - - - - D TDISTAN � —o— \ '° x •> — � L � - � .;;. - -MARY JACKSON COURT- - - - - - :. ., V] � z I � •:-- -- (19)QSALONG - � T � - I _ --- --- F" MARY JACKSONICOURT z - - - /� M—� T Z W `.J Z LOT I LOT/ LOT I LOT I LOT L LOT — LOT I 3 I Z L I \ 151L3 / / L3 3 T / / � /33 ( 32 31 30 2 4 LOT L LOT �T o OT / J / T 0 LO f / / / / / \ — \ 3 I LOT �9T LOT 4 _ 23_ 22 J W / / I / ASPE ASPEN ASPEN 2] o / In �'39 \ / / / ASPEN / ASPEN ASPEN \ I. I z6 25 ��t ` ASPEN — ASP ASPEN I — — PEN I r — — r — r — — — —r — — — r — r 4 — r ASPEN I I I n / ASPS �I__ I/ I _ II II I___34 D — — / —1i49 � I r2UNIT5T�7; _--hSoNR� a 2UNIT5 2 s - - I - ,--� --1 -- J-------�O----- - -= 490NV -WAL Ems= -486- �J------- ---- - =J - - O Ts - -,� / J 86 B W \ 9 L " N :D all 0 4g + 4 s COUNTY DEF N D o 49 TW STA. 0+54 \ MANAGED STEEP a m s / WALL +00 485 G 4 490BG 490 \ � = o LU T. �A—B I \ \ I C�—Qe�_— / I 490TW 490� _ — — 3 _ a m c OFTEN ASE IV,AVINITY � _ _ � �494 1 / J I % JOB NO. .AVON P E TIE\LLC T.M.91-1— E o D.B. 7— 50AVINITYESTATSPL 202194 D.B.48 228 L T B. 5124 L T ICSC-I, D.B.4990—7SCALE 1 I I I 1 111lSCOTTSVILLE ROADHOLDINGS,LLC o T.M 91—I6D 30 58— cos =3�f 5,o` CO/ RN TY SHEET NO. — _ \ KAPPA SIGMA FRATE D B 3257, PG 702 ( IN FEET os ) n / ° D.B.550, PG.608 PLAT 1 inch _ 30 ft G 4 o Im 3.38 CONSERVATION PLAN NOTES: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING / `11Iz / NOTE: TREES UP TO 4"CAL j. ALL BE STAKED WITH (z) - z se" HARDWOOD STAKES. TREES OF4"C .ORLARGER Page 6H-14 Apnl 2015 ApnI 2015 Page 6H-15 April 2015 April 2015 Page 6H-53 Typical Traffic Control 9pri17U15 F'age 6H-z Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.1) vtuv Standard 1. For long-term stationary work (more than 3 days) on divided highways having 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 operations less than 3 days in duration sin assemblies will only be required on the side where the shoulder is being Y g Y q g closed and a RIGHT SHOULDER CLOSED (W21-5aR) srgn shall be added to that side. Guidance 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (1t 21-5) sign on an intersecting roadwav may be omitted where drivers emeraina from that roadwav will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated hi -intensity amber rotating, flashing, or' oscillating lights is wed. 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 heal the following: Stationary Operation on a Shoulder (Figure TTC-4.1) Taper Length (L) Channelizing Device Spacing Speed Limit Lane Width (Feet) Speed Limit (mph) (Mph) 9 10 11 12 Location 0.36 36+ - 25 95 105 115 125 Transition Spacing 20' 40' 30 135 150 165 130 Travelway Spacing 40' SC' 35 185 205 225 245 Corstruction Access' 80, 120' 40 240 270 295 320 ' Spacing may be increased to this distance, 45 405 450 495 540 but shall not exceed one access er %, mile. 50 450 500 550 600 On roadways with paved shoulders having a width of 8 feet or more, channelizing devices 55 495 550 805 680 shall be used to close the shoulder in 80 540 800 860 720 advance of the merging taper to direct 65 585 1 650 1 715 780 vehicular traffic to remain within the traveled Rax1 70 830 700 770 840 way' HOU DER SEE NOTE 1 cmSED �'�' HEAD Minimum taper lengths for Limited Access hi hwa shall be 1000 feet Shoulder Taper- Y, L Minimum ROAD SEE NOTE 1 WORN _i 7. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. AHEAD 8. A truck -mounted attenuator (MA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed unit 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- 41712015 e G20-2 (V) 500' + 80' -120' SHADOW VEHICLE REQUIRED i 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 Rlcxr W21-5aR - s8autoER SEE NOTE 1 CLOSED SEE NOTE 2 n0xr "'LDE' F CLDSED W21-SbR sHUD SEE NOTE 2 ROAD WORN W20-1 AHEAD Lane Closure on a Tiro -Lane Roadrrgl' Using Flaggers (Figure TTC-23.1) X03mS dance. L Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where theposted speed limit is eater than 45 m h. P P greater P 7 _. Care should be exercised when establishingthe limits o the work cone to insure maximum possible J sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or eater than the values in Table 6H--3. Genera! ' speaking, motorists should have a qu Sr n clear line ofstghtfrom the graphic flagger s mboI sign to the flogger. ion: 3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" sign, may be used. adard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to remry to the light lane before reaching opposing traffic (see Table 611-3 on Page 6H-5). S. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01. Qualifications for naggers). 6. Crone spacing shall be based on the posted speed and the values in Table 6114 on Page 611-6.' 7. A shadow vehicle with at least one high iutensiq- amber rotating. flashing, art oscillating tight shall be parked 80'-120' inadvance of the ftrsr work crew. ion: 8. A supplemental flat ulav be required in this area to give advance warning of the operation ahead by slomrig apgoaching traffic prior to reaching the nagger station or Zietted traffic. dance: 9. If the all of nal reaches the BE PREPARED TO STOP (N3-4) sign then the signs, and if used the portable temporary rumble ships (PIRS)i, should be readjusted at greater distances. 10. Ithen a higlnrm-rail crossing exists u-ninn 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 tern ra traffic control _one should be extended so that the transition area recedes the hi hw -rail Po rJ � P g al' crossing (see Figure TTC-56 for additional information on highway -rail crossings). adard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E,08), ion: Y_'. Codes may be elinunared when using a pilot vehicle operation or when the total roadway width is 20 feet or less - 13. For low -volume situations with short work zones on straight roadways wiiere the flagger is visible to 14. When approved for use, three portable temporary rumble (PTRS) strips shaft be installed across the entire travel lane adjacent to the BE PREPARED TO STOP ("ll sign. The portable temporary rumble snips shall be. monitored and adjusted as necessary dining the work shift to ensure proper placement on the roadway. When the PTRS are instilled, the RUMBLE STRIPS ABEA1 (AN 20-A 26) sign shall also be utilized. 11 Posted Speed 0-35mph +6-;;nth 11 PTRS Spacing Center to Center 5 Feet 8 Feer Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) x -OFOY OY3rl area ion a d 01S 0ITT 038Yd38d - T oT �T m R o _ o NOIIVIS 8309VIJ o O 0 + 009 _ 'PLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) 0 �o 0 0 G20-2 (V) 6o0 ± Stir -100, SEE NOTE 4 80'- 120 SHADOW VEHICLE REQUIRED SEE NOTE 4 f;NOTE 00 LAGGER STATION SEE NOTE 2 1 W20-71 BE PflEPARED W3-4 SEE STOP SEE NOTE 9 NOTE 1 ' W20.V26 SEE SEE NOTE 14 NOTE 1 W20-4 SEE NOTE 1 W20-1 Table 611-2, Taper Length (L) Posted Speed Width of Offset (Feet) Limit (mph) 9 10 11 12 Remarks <- 25 95 105 115 125 L= S2VV/60 30 135 150 165 180 " 35 185 205 225 245 " 40 240 270 295 320 " 45 405 450 495 540 L=SW 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 " 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'hL being the minimum. Table 611-3, Length of the Longitudinal Buffer Space' Posted Speed Limit (mph) Distance (Feet) <20 115-120 25 155 - 165' 30 200 - 210 35 250 - 260 40 305 - 325' 45 360 - 380 50 425 - 445 55 500 - 530' 60 570 - 600' 65 645 - 675 70 730 - 760 1: Revidion 1-N1/2015 1: Aesi;ioo 1- i l ]Olc 1: Aerieioa 1- 4'1 IUL MAINTENANCE OF TRAFFIC PLAN: SCALE1"=100' / y O"P a2 "ROAD WORKAHEAD" SIGN (W20-1) "ONE LANE ROAD AHEAD" SIGN (W20 4) "END ROAD WORK" � SIGN (G20-2) / . „RIGHT SHOULDER CLOSED \ / AHEAD SIGN (W21-SbR) f \ 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 `X SIGNS, PRIVATE MAILBOXES, DRIVEWAYS, etc.). SIGNS SHALL \\\ HAVE AN APPROXIMATE SPACING OF 290', "BE PREPARED TO % STOP" SIGN (W3-4) <� BiOoPOL�W20-7 SIGN / A �L 9� TF ROp1E G POgLIL 5 W SINGLE LANE CLOSURE ALONG EXISIIN TABLE WIpfH R/ ) STATE ROUTE20, SCOTTSVILLE & VAat R ROAD, REQUIRED FOR MILLING / (80 & OVERLAY WHERE THE (� PROPOSED ROAD CONNECTS O W20-7 SIGN INTO EXISTING PAVEMENT 'BE PREPARED TO / STOP" SIGN (W3-4) \ SIGNS TO BE EVENLY SPACED BETWEEN THE PROPOSED WORK \ IN STATE ROUTE 20 AND PEBBLE DRIVE. FINAL SIGN LOCATIONS \ TO BE DETERMINED BY THE CONTRACTOR. CONTRACTOR SHALL "RIGHT SHOULDER CLOSED AVOID DISRUPTIONS TO EXISTING CONDITIONS (i.e. STREET \ \ "END ROAD WORK" AHEAD" SIGN (W21-5bR) SIGNS, PRIVATE MAILBOXES, DRIVEWAYS, etc.). SIGNS SHALL \ GgPr �/�q SIGN (G20-2) HAVE AN APPROXIMATE SPACING OF 235'. / y'1 till "ONE LANE ROAD \ GRAPHIC SCALE ITS o�DP1` AHEAD" (W20-4) GgiFF 100 0 50 100 200 400 \ \ "ROAD WORKAHEAD" SIGN (W20-1) ( IN FEET ) 1 inch = 100 ft. iCOTT/R. Cl,�LLINSZ Lic. No. 035791 8/30/21 Z O a r " co Z O Z to Z J O U F ,A 5 z V, w NW arm ri N O M DD O-) 0 f� Z0-' C\I W N o z z � � Q W 0- ZLLi Q Ill w Q LL J O Q > W0 LL p Z °� Q w U Q LL U W LU Q l_l X Z Lu U W Q z �I C� Z � "' LL I LL I J� J~ W 0- O U0 LU O Ce w us M 0- in JOB NO. 202194 SCALE 1"=100r SHEET NO. 25