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HomeMy WebLinkAboutSUB202100179 Plan - Submittal (First) 2021-10-12GENERAL NOTES OWNERS: TMP oggoo-oo-oo-oogoo GALAXIE FARM INVESTMENTS, LLC 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA 22902 TMP o9ioo-oo-oo-01500 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 zzgoz 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 PRD ZONING WAS APPROVED BY THE BOS ON DECEMBER 4TH, 2019. TOTAL PROJECT AREA: oggoo-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 i BEDROOM UNITS & THE UPPER TH UNITS WILL BE 2 BEDROOM UNITS. (10) -3 BEDROOM UNITS, (6) - 2 BEDROOM UNITS, & (6) 1 BEDROOM UNITS THE SINGLE FAMILY DETACHED UNITS SHALL HAVE (3) OR (4) BEDROOMS. ALLOWABLE DENSITY: 65 UNITS PER APPROVED PRD REZONING & APPLICATION PLAN 65 TOTAL DWELLING UNITS/13.36 ACRES = DWELLING UNITS/ACRE PROPOSED DENSITY: 65 DWELLING UNITS/13.36 ACRES =4.42 DWELLING UNITS/ACRE OPEN SPACE: REQUIRED: 3.83 ACRES PERAPPROVED PRD REZONING & APPLICATION PLAN PROVIDED =4.31AC OPEN SPACE A: o.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: 200 SF x 65 UNITS = i3,000 SF (0.30 AC) TOTAL RECREATIONAL AREA PROVIDED: 1g,167 SF (0.44 ACRES) BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 35 FEET PER PRD REZONING APPLICATION PLAN SETBACKS: FRONT SETBACK: 5' MIN. SIDE SETBACK: 5' MIN. REAR SETBACK: 20' MIN. (EXCEPT FOR UNITS ADJACENT TO VERA RUBIN PLACE WHICH SHALL HAVE A 5' REAR SETBACK) GARAGE SETBACKS: i8' MIN. NOTE: FRONT LOADED GARAGE UNITS, THE PORCH OR BUILDING FACE SHALL BE A MINIMUM OF 3 FEET CLOSER TO THE STREET AS MEASURED FROM THE FACE OF THE GARAGE DOOR. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: MOORES CREEK (MOORES CREEK IS NOT WATER SUPPLY RESERVOIR WATERSHED AREA) AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: BOUNDARY AND TOPOGRAPHY INFORMATION WAS PROVIDED BY ROGER RAY & ASSOCIATES, INC IN FEBRUARY, 2020. 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 (i 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 LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LAND AREAS: OPEN SPACE: 187,744 SF 4.31 ACRES (32.3%) LOTS: 265,375 SF 6.ogACRES (48.36%) ROW DEDICATION: 128,464 SF 2.95 ACRES(22.1%) PROPOSED IMPERVIOUS AREAS: ROADS: 71,750 SF SIDEWALKS: 19,450 SF BUILDINGS, PATIOS/DECKS: 93A78 SF DRIVEWAYS: 28,320 SF TOTAL IMPERVIOUS AREAS: 224,098 SF (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 INDIVIDUALTRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER &SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED PROFFERS. TOTAL PROPOSED NUMBER OF AFFORDABLE HOUSES: to UNITS SEE LAYOUT SHEETS FOR LOCATION OF AFFORDABLE UNITS, AS SHOWN WITH AN ASTERICK (*) PHASING: THIS PROJECT SHALL BE DEVELOPED IN ONE PHASE. LOT 40 GALAXIE FARM SUBDIVISION ROAD &UTILITY PLAN T. M.9v-v3 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B.=33-3v3 D.B.=33-3v3 D.13.6v9-368 PLAT LOT LOT T.M.9�Av-E AVINITY ESTATES LLC AVINITY ESTATES OPEN SPACE E D.B.2267-75o D.B.5124, PG.676 LOT (SUB 202000098) SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA / / / / / T.M.gz-u / SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA / D.B. 5258-620 D.B a979-46 & 47 PLAT / / T.M.ga-vo y'p,, �� \ / ^�`�•. COUNTY OF ALBEMARLE,VIRGINIA D.B.1979-44,46 & 47 PLAT OPEN . `SPI OT OT 50 LOT zz OT R \ OPEN b ' PACEA / A�... .' OT 53 42 T 43 > �1 i/ OT4 OT 4 OT 4 , 4776 6, LOT 34 6/� T M.9v-v6D SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3z57, PG.7oz D.B.55o, PLAT 608 STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE K17H THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE BUILDING SITES.LOTS 1-59 SHALL EACH CONTAIN A BUILDING SITE THAT COMPLIES WI7H SEC77ON 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 TRANSPORTATION OR THE COUNTY OF ALBEMARLE. OFFSITE DISTURBANCE: OFFSI7F DISTURBANCE IS PROPOSED WITH THIS PLAN ON THE ADJACENT AVINITY ESTATES PROPERTY, WHICH IS ALSO OWNED BY THE SAME DEVELOPER. AVAILABLE FIRE FLOW 1,750 GPM AT MINIMUM 20 PSI ISO CALCULATIONS MAXIMUM REQUIRED FIRE FLOW FOR RESIDENTIAL STRUCTURE IS 1,100 GPM. / r �- m � ,* � s RiFCG � i LOT 7 �I <, o sg sp OPEN SPACE B R F 7.:� LOTv / ( ':o- LOT O 6 ' LOTz i i O PROPOSED ' RECREATION AREA LOT 5 G O'(F,o LOT 3 i V /�69F.. OPEN ���..... SPACED T�F / _. - ._ _ -_ - - --` LOT ` \� `\� / ' I � � LOT Lor, ��,.......•..•....•...•............... n ��\ �� ::o:::i::•::•: zzI LOT LOT LOT LOT I � . - �� �. � .:f•:: r::f-::: �::�::: �::: :::; ::;;' GENERAL BUILDING DEPARTMENT NOTES., 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATON OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURES SHALL BE PR07ECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATON 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 DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' (MAXIMUM) O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND REZONING DOCUMENTS. 4) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE. 5) ROADWAYS AND PAVED CIRCULA77ON AREA = 60,634 SF. 64 TO R7CHMOND Q y bcl 1NtER5Tp1E PIEDMONT VIRGINIA COMMUNITY COLLEGE SOUTHERN PARKWAY MILL CREEK A L� MONTICELLO HIGH LAKE REYNOVIA Q SCHOOL Q� CALE ELEMENTARY SCHOOL LJ THIS PROJECT 0 MILL CREEK COS J•(�y SOUTH Q0 Q VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER :A 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 OF TRAFFIC PLAN 26 TOTALSHEETS LEGEND EXISTING FENCE UGE USE EXISTING UNDERGROUND ELECTRICAL UGT UGT EXISTING UNDERGROUND TELEPHONE " EXISTING OVERHEAD ELECTRICAL EXISTING EASEMENTS -W w EXISTING WATERLINE �s EXISTING SANITARY SEWER EXISTING DRAINAGE PIPE 0 EXISTING DRAINAGE STRUCTURE ® EXISTING SANITARY SEWER MANHOLE zoo PROPOSED CONTOUR EDGE OF PROPOSED PAVEMENT Y I�WYI'YY1 EXISTING TREE LINE EXISTING GRAVEL 1NOMMMONNNNS1 DRAINAGE DIVIDE EXISTING CONTOUR EDGE OF EXISTING PAVEMENT EXISTING CURB EXISTING ASPHALT PAVEMENT EXISTING CONCRETE EXISTING ASPHALT PAVEMENT PROPOSED RIGHT OF WAY COUNTY DEFINED PRESERVED STEEP SLOPES COUNTY DEFINED MANAGED STEEP SLOPES PROPOSED SIGN PROPOSED STORM SEWER PIPE PROPOSED STORM SEWER STRUCTURE PROPOSED SANITARY SEWER PIPE ® PROPOSED SANITARY SEWER MANHOLE PROPOSED ASPHALT DRIVEWAY PROPOSED CURB PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT REPAIR PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL w PROPOSED WATERLINE PROPOSED FIRE HYDRANT PROPERTY BOUNDARY LINE 506.71 TIC 50s. 27 EP PROPOSED SPOT ELEVATION TC DENOTES TOP/BACK OF CURB EP DENOTES EDGE OF PAVEMENT 506.71 Tw PROPOSED SPOT ELEVATION 506.21 Bw TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION SCOTT/R. CZTLLINS'Z Lic. No. 035791 10/1/21�4 O�SIOuei. E�Ql z g J z F O do+S LU o Z 0 O z O ILL M ,,Nw � Vl 7) NU) ` J Q W z ce r, LU Z� M w H w E_ O w CL 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. g1-12 B FRAZIER, BEN & MARGARET A D.B.52i, PG. 528 T.M.g1 1zA THOMAS,DANNYBSIR 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 5 BUILDABLE AREA 5f LOT NUMBER LOT AREA 5 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 5,353 3,262 43 6,313 3,876 14 7,482 5,065 44 5,973 3,759 7 3.37AC OPEN SPACE N/A 3.64AC 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 1,000 29 5,237 3,182 59 2,024 1,100 30 5,243 3,185 T.M.g1-11 T. M. gi-8B COUNTY OF ALBEMARLE,VIRGINIA l , D.B.1979-44,46 & 47 PLAT 54 �BLOCK�` rLOT 7 / / LOT 8 LOT 9` / R LOT10 OPEN \ y/i R22 2R, SPACE C \V LOTH V �) p) (0 04 AC) \\ A V A t i \ \` LOT 12+00 12'. '. '. '. •':•':•': • :'• : •'. !LOT p �� - � - �/.,;.; •':•;..•;: :•;.•;::':.;'. �- MARIE CURIE COURT L12 PROPOSED PUBLIC ROAD l� - - (49' PUBLIC RIV`)) •• / SCHOOL BOARD COUNTY OF = - I Os - - j OPEN h / ALBEMARLE,VIRGINIA D •LOCK 7 m BLOCK 1 ,t/•'.•'.•'•' 13.83' D.B. 5258-620 / r / D. B.1979-46 & 47 PLAT of LOT 13 \ v :'• T.M. 1-1 w, A t COU SCHOOL BOARD OF O T z ALBE ARLE COUNTY, VIRGINIA ? - -_ _ I \ G� A \ \ \ \I - I II \\1 ,• D.B.1033-323 II I < �i \ \ LOT i \ \ - ; - J \ LOT4 / I •'. •'. •''•'. ;. D.B.619-368PLAT LOT14 `-- i,l \: P \\ 11 BLOCK A\ t \ ' p L - v) M LANE 9 ALAXIEFA1 / S92 S 18+00 ED-P 2+00 - � r B0 P.ROPOS' 13+78 17+ - - --T#+00_!- V \NIDT 19+07 �- - 25.43' I r \ ry - - ug. IE FARM BAN _ �. IF ---OALAX -- I \ \ \ 32 5 - I LOT 54 LOT 1 � I •' 014) g5' OPEN ,. •;:••,'. e ----- :•' v SPACE A. • . • .. , o � , . , . , . , . , . . • . • . • . • . • . .. ., . '� 1 �. • . V x 1 r -\\ \ E OT 5 00/ g _ „ 52 p' • z OPEN ^ LOT 41 LOT 4 . r - - - - -- xRA�E6 -J I OPEN;:': ':•'•':•':•'• :.•:/,.• M I - -- -- LOT 56 / ? �\ J SPACEE III --- ---- {o.yyAQ ` - I -.- >. LOTBLOCK 4 I 43 LOT 57 �1 w I w / _ LOT � • BLOCK i 'L _ I I I I `I Ili I \ \ 16 I M I I^ III I I �• I I 1 o i I LOT L LOT LOT � O LOT O 49 5 5 5 � 8 8 \ 6 LOT I I _ LT �I L LOT LOT O \ OT LOT 4 44 45 4 47 LOT 5 r 53 I III I I N - I I I d 0.' , A . I I � z I I \ I 59 I LOT �LOCK 2 _ No I I I 1 I I I \ �. 1 � All I I J s� LOT o I I � � \ / 1 Q k. O - I "OPO�c�Bt,C�OAD-,--Prt - BLICRWI 1 S� a x � 1 F' / Y, LOT LO � 91 \ I _. 41 _ - .T': ••'••• / T.M. -15 _ � � LOT .,.,.. ,. ,. •. ,. ,. .•'.••'• / Lu z1 - ,. •. ,. ,. •. ,.�. ,. .•.'.'•'• WOOD,WENDELLW on an \ /, .. : • /• ' ': DB.1727, PG. 674 O �.... I I I I I z 1 L o LOT LOT F I I LOT LOT 6 LOT 35 LOT 34 LOT 33 LOT 3 LOT 3 LOT 3 LOT z9 LOT z8 LOT LOT LOT LOT LOT 38 O 37 3 I I z 23 zz PROPosEo' LOT o III z z6 25 4 4 - 7 'WMF au LOT L -1 LL -L LL LL £• I I I I I -� I I I I L `L1 I I `L If I I I I I I I BLOCK 5 BLOCK 6 f y l 58.58' 915.67' q o d o -r`• r� N 976'46 974.25 iA-B T.M.9 T.M.g1A1-E . •• •'. • ,J ✓ • OPEN SPACE,PHASE IV,AVINITY AVINITY ESTATES LLC39ro05 AVON PROPERTIES LLC AVINITY ESTATES OPEN SPACE E / T.M. 1-16D D.B.226 - o D.B.2267-750 9 0 � � -�-7 09'42"W D.B. 8 zz8 PLAT D.B.51z4, PG.676 j: i SCOTTSVILLE ROAD HOLDINGS,LLC O \ 2 4' 4 94 CIO KAPPA SIGMA FRATERNITY O+ 9 D.B.3257, PG.702 D.B.550, PLAT 6o8 T.M.g1-16A1 \ \ 50 GRAPHIC 25 50 ( IN FEET ) 1 inch - 50 ft. N76'25'14"E 60.43' 200 COUNTY Of D.B.19-, SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.io8o,173 PLAT SCOTT /R. 001LINS'Z Lic. No. 035791,E A 10/1/21�� U, J W z ce LA IN R U H I w w a U) JOB NO. 202194 SCALE ill =50' SHEET NO. 3 g6 �?• + 'i+f ' f, T.M.91 -8B GENERAL SITE PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER T.M.91-10 , ' , > ', COUNTY OF ALBEMARLE,V GI IA CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES COUNTY OF ALBEMARLE,VIRGINIA / / �'' ���\\ \i\+++'+++'i'f D.B.1979-44,46 & 47 PL T BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL .. DB1979-44& 47 PLAT PROPOSED VAR. CONTACT ENGINEER TO INSPECTE/PAND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY ,46 RETAINING WALL MAINTENANCE 6ti �' \ ' ' ' ADDITIONAL NOTES: CONCRETE OR PAVEMENT BEING PLACED. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE PROPOSED RETAINING WALL EASEMENT (D.B._, PG._) _ \ ' ' ' ' + ' + - - \' THE 2o' PROPOSED LANDSCAPE BUFFER SHALL BE LOCATED 2. THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. SEE DESIGN ON SHEETS / - - - -J P.l I AS ss. 'N� 1 EN I + + � SgpCK� I I / /\ \ ' WITHIN AN EASEMENT ON THE INDIVIDUAL LOTS. THIS BUFFER IS FOR THE DOUBLE FRONTAGE LOTS 1-4ALONG MARIE CURIE 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND 52 i ' gSEi i-\ I \ I \ ' , COUNTY DEFINED \ REP l I PRESERVED STEEP COURT AND GALAXIE FARM LANE. DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE OR UTILITIES TO COLLINS / r � 2° � ' I I \ ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL \ I % / \ SLOPES(TYP.) ® BOTH UNITS LOCATED ON LOTS 23-26 SHALL BE AFFORDABLE PROPOSED PUBLIC RIGHT-OF-WAY N I I LOT _____ I / / \ , DWELLING UNITS MEETING THE AFFORDABILITY ` VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR TO EXTEND TO THE PROPERTY LINE FOR - -�/ i' i ' �PSPE PROPOSED LOT LINE�(TYP.)I _I ---- I J ry / / \ \ _ - , REQUIREMENTS AS STATED IN THE APPROVED PROFFERS. IN ` CONSTRUCTION. INTER -PARCEL CONNECTION TO TMPg2-2o i' \ \ 1w, I % H / /\ \ 4. ONSTREET PARKING IS ONLY PERMITTED WHERE SHOWN AND LABELED ON THIS SHEET.'NO PARKING' �/ ' I 1 / / / P \ ADDITION, THE BOTTOM UNITS ON LOTS zG THE SHALL ALSO SIGNS SHALL BE INSTALLED IN THE REMAINING AREAS. ONE (2)'NO PARKING' SIGN SHALL BE INSTALLED / \ \ \..I I I I / \ > ++ BE AFFORDABLE DWELLING UNITS MEETING THE EVERY 150'. , = \ LOT \ I I I I _ I. / /.. / LOT < \ ' ' ' AFFORDABILITY REQUIREMENTS. THERE SHALL BE (1o) 5. ATRAFFIC MAINTENANCE PLAN IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. Sa / �� \ v N \ 8 \ I I _ I/ / // / 6 \ \ \ O AFFORDABLE UNITS TOTAL. THE TRAFFIC MAINTENANCE PLAN SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON. -; ^// \ / C THE SIX (6) PARKING SPACES ADJACENT TO LOTS 22-27 ARE A CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TRAFFIC MAINTENANCE PLAN _------ SUBMITTAL._ _ \ \. I / / \ , ' , + , + + + i RESERVED FOR THE ACCESSORY LOWER LEVEL UNITS FOR T + , + , . ' LOTS 22-27. ONE (2) PARKING SPACE IS ASSIGNED TO EACH / PROPOSED VDOT STD. \ \ \ "�' G\ o I / + ' > ' + ' ' + ' . ' > \ SpEN \\ LOT \ 8 l- - / \ -i ' , ' , ' , ' , + i UNIT. THE UPPER LEVEL UNIT EACH HAVE TWO (2) SURFACE � NO PARKING SIGN (R7 2) .... jg' �+, + + > + + / � P `�\ n �' V ' 1 � _ �p,\ / / /'// ', ', + PARKING SPACES IN THE DRIVEWAY. o w \\\PSpE" \\\\ LOOT �N\\ SpAj/^E C e ! � >' i N i , + + ' � � \ � ✓ .; � ° PROPOSED (a.o'y AC), + + +, 9 Rl "R� \\\ LOT \\\ \�' PROPOSED VDOT STD. CONCRETE SIDEWALK PROPOSEDVDOT STD. \ \'NO PARKING' SIGN (R7-1) / ' LOT PROPOSED VDOT STD. \ \ - CG gD ENTRANCE (TYP.) `. : \ NO PARKING' SIGN (R72) FRONT-- \ S \ ' ' '+ , ' 'i \ / PROPOSED PUBLIC � i> ', + RIGHT OF WAY(TYP.) 12 0 IIi I • � 2kFl .fls, \ �- 12+00 LOT EI? \ ' i o'R - -MARIE CURIE COURT Zo��Q' �\ N �i00� � PROPOSED PUBLIC ROAD + , + �+i r.1 I I 12 \ o, -n � (49� PUBLIC RjW) � � .-' � p0� , ' , , + • ' + ' , ' , + 'i + + + , + > + + , + > ' , \'�i + ' + r I m PROPOSED VDOT STD. I F O T O to n _ CG 6 CURB (TYP.) PROPOSED SINGLE FAMILY/ L _ \ �/ 7LO PROPOSED VDOT STD. • ++' DETACHED HOUSE W/ _ _ _ _ - - - PROPOSED VDOT ST). - 6z - - 'NO PARKING SIGN (R7-1) i>> %%PEW + i \ % TWO CAR GARAGE (TYP.) _ - - - - 00 STOP SIGN (R1-2) \ 1 83 \ PLANTING STRIP (TYPE) I i+ '++SPACE ;©'+ I+ '>A % , , i , + + i + i�+ ' + ,+' ',+' ', +i>i I I I 83° kO I 6 j �\ \ - II\ . (1.25'AG)'. i+ + i + + i + + + i lI LOT I � •. �� \ � II I \ / � , , + A. + '+i'i'+ '.i' '+>' ',+' '+ ' ', ' ' ' ' ' '\+�+++ '+++ '+++ '++' �+ ' ',+' I 1 \�, ..OAP �'�\ \ I I I I \ 5a + + +' + w 0.. 3 I 0 \ I \ r'+ 'i 'i f +, i ++>' +°+' i++' +, ' i ' i ' + ' i ' ' ' + , ' , ' , ' , '-'•' +'+' i+i' O S\9 \ • . PROPOSED VDOT STD. \ I I I �. > ' \ �+ + + , ' , + ' , ' + > , ' , ' , ' , + , + '> , + ' , > ;�:. + , > i > + PROPOSED VDOT STD. - �� I , CG-6 CURB(TYPJ QG A��S I 'NO PARKING' SIGN (R71) :\\ \ I.. LOT I I I. - - - �I \ ; �+ ' s ' ' + • + , + ' , + ' + ' , ' , ' + 'i', �' i�i+ i' w _ 2 \ \ PROTECT BOUNDARY �. _ - - -\ / -.. \ \ LOT. LA , , + , + \,i+ ,i+ ++ +i' +i >> +i +>� ai`.-. + PROPOSEDiVDOT STD.• . i PROPOSED JI I II LOT I`9 LOT. \ \ + ++ , , , + i , + i + i + , , , +i , '+ > + , , , i , + , i , PROPOSED $'PRIMITIVE' ' , 't GR-2GUARDRAIL W - r $�\ Q C \ \ \\ \ ASPEN I r� _ - 1 \ \ \ �` - - I I II 3 I.I !} \ , + ++ + , > ' 'i + , , + + , + ;TRAIL, SEE DETAIL SHEET IO > '+ , '+ i + , + 1 I CONCRETE SIDEWALK \ \ L I I-- - - O\. PSpEN .o. \ I I. I \ \� I+ ' ' ,•PROPOSED RETAININGiWALL>' ++' ,+' > >+\'\ + ' 'i +i' ++' .f' ,++i + , + ' > ' , > ,�:. ,+'+ +i'+i,+++4++> l%% I I 'i m -�\ \ \ .VAR. WIDTH SIGHT I I > >� > `•�. W LOT. I IJI \m y mom\ \ \.DISTANCE EASEMENT I I. \ >`+>i'i ,SEE DESIGN ON SHEETS i++' �,+'i'+ + i' > + +. i' ,> > > +' + PROPOSED VDOT STD. Z PROPOSEDVDOTSTD. I \� X , ' , '+PROPOSED + '+ + ' + '+PROPOSED VDOTSTD.LLJ + > f +�, ,�,+' o 'NO PARKING'SIGN (R71) \ m 'NO PARKING' SIGN (R71) \ - ' RIGHT-OF-WAY 'SPEED LIMIT SIGN (R2-2) I \ - I II ASPEN r \ >+ PROPOSED VAR. WI DTH > > > > ,i+PROPOSED 4',+> + > + ' ' e w W ° I II:` w.\ PROPOSED I -. - , \ / + RETAINING WALL MAINTENANCE+ ', BIKE LANE _ i9- I I o : PROPOSEDVDOTSTD. +EASEMENT(D.B.—PG.il )'- Z _ I i , _ - - - STOP SIGN (R1-1) \ \ \ STREET SIGN �\\\\\ SE J TIE INTO EXISTING -- / PROPOSED PROPOSED 20' 'i f ' + ' , > >+' 'i' '10000 = I DRIVEWAY. CONSTRUCTION PROPOSED 6 _ - - - - - - VDOT STD. LANDSCAPE EASEMENT r+ + ' PROPOSED LJ SHALL BE CONFINED TO THE PLANTING STRIP (TYP.)- ��5 -CG-12 (TYP.)- - - _ - _ - - - _ _ (D.B. PG. \ ' > > STREET SIGN TIE INTO EXISTING GALAXIE FARM LANE. -SUBJECT PROPERTY &PUBLIC z' SIGHT DISTANCE=z8o' CONSTRUCTION SHALL BE CONFINED TO Q - RIGHT-OF-WAY, AS SHOWN. :' \ THE SUBJECT PROPERTY & PUBLIC300' v + ++>' •> i RIGHT-OF-WAY, AS SHOWN. 18+00 I �� ��� - 3-\'PXIEFABL p� 12+00 R 13+78 E=1 16+00 - 34°T � - 15+00 \ �r Nt I P APO IDTHPUBL ) t // 0 p\ST PNC� _ _ �� PROPOSED- LL W - - SIGHT DISTA _' VAR. W ^+ _ TIE -I TO EXISTING $' FRONT 17 i- O 9TN�-� VDOT STD. : tL a -r4t 00 1 , + 15 $ATE RTE. zo, � SETBACK - i ' ECG-12 (TYP.) - « � � ^+ - - - W - --�- - > > + ' + > + + + Cb 5 TTSVILLE ROAD 80 3 > > >> > ' . + i>iPROPOSEDVDOTSTDl > >+ + i+ — (TYPJ--- _ - R ' >, , f> , > ry _ 10+00 +v + , - . > , 73' , >, >+ ' ++ ' ++ ' + ' >, ' ,>>' + .+': t' z:: ,- + •.+ , i'" + '> 00 PROPOSED VDOT STD. _ - + ' PROPOSED PRIMITIVE ' •' ,.,+•°`''>`!- + > > PROPOSED VDOT STD.• + ' + ' + ' , S' + , � + + + ' + i'NOPARKING'SIGN R 1 ' ' '- + i> ry I STOP SIGN(R1-1) 1 PROPOSED VDOT STD. j , , , , + + O i - LOT54 %+ 7 '''> >.' ' �. LOT a i i, ' ° ' >'+', 'NO PARKING'SIGN (R7-2) ,i+ ;TRAIL, SEE DETAIL SHEET IO i++ + ++ i ++ +�+'+ , ' , + , + , + , ++ + >+ , >i + , + PROPOSED VDOTSTD.' + , , NO PARKING' SIGN (R7 2) +i +> +> ++ >OPE(V > Q' `n° ¢ , > ' ' • '+ > > > PROPOSED>j'+> .i ; ' + ' >>'>i++ S i' + , '>j, ' >> , + ' + > , ' + + 'Ti a '.In iS,REAq ' > ' > '> CONCRETESIDEWALK PROPOSED VDOT STD., I 1 Q/ I ,+PROPOSED SINGLE FAMILY>>+'+i'>'>'+''+ 'i+, 'i+' ,i''> _'`' + + +' + PROPOSED VDOT STD. ' + +� — O SET,BACIG ' + I / , ' ',>' ' '+ ++' +>' ++' ,+' ++' + , +> > +++ +'+> +' +' >+ ++ >, ix » + +i + ' +>' ++' , ' > ' , ' , STOP SIGN SPEED LIMIT SIGN (R2-2) O. I 28, L I + + + + + i + i + + + A > 10' a I ETACHED HOUSE W �+ , + + + + + � , + + , + + + , + > R2 2 � O + ' + + >> > > ' > 75 P')+ O I ;TWO CAR GARAGE (TYP.) + f� + + + > , , > > > ' ' ( ) + + '�4.�'y A, C)++ (3) � + + + ' SS _ + • / �. '. ++ ' ++ ' ' ' ' ' ' + ' ' + f + ' + ' EXISTINGSTREAM(TYP.)>' ' +THREE 10 x18 ;PROPOSED'; o LOT � > ' ,.,�.. I � + > , , , , , + + :ONSTREET PERPENDICULAR ' O 0 > + > THREE (3) 8'X20' PROPOSED + ' >+>' ' + +++ > + ' + ' + ' '> ' + ' ' '+i, , ' +>' PROPOSED VDOT STD. > C. •� Q- f PARKING SPACES• > 1g' o : + ' > ECG ONSTREET PARALLEL I , , , PROPOSED GR-GUARDRAIL , P —, —, . + 3. + — , ' PARKING SPACES: 4�� \ _� I i+>'>>,+' + ' ' + ' , , , + 'i . '> >>' + '+ + 'f , '++> '+++ '+ + '+ , 'i , '> + i , + + + + + ' + ' , + , , y �O 521 29 3 f`7 75' + SPACE B v /_ ` �./" \ + ' ii,+'i ' i ' i > 100' WPO + ', + '+ , 'i , 'i + ' + + i +' + ++� ++ + ++'+ ++' ,+' i+ '+i, '++, °+i+ 'i + '+ + ,+ + >i + + i > > i + O�hQ-�8v PROPOSED VDOT STD. 22 F/IC-F/C a I LOT 56 a %> (0- 4y AC) i, '. O � � �220' � � \) +>' + ' i,+' , , i, ' �'+ ' + BUFFER (TYPJ, CIS CURB (TYP.) E — i+� inN \ \ >+>' + ' + , + + + + ' + ' , ' + ' , ' , ' + ' , + , > r>_ + , , i , + , i , + + , + , i , + , +' +' + +' i, + , + f + + > + + , + , Cb �O 20' F C-E/P a tp LOT \ \ + ', ' ' + ' ' '+ ' • + ' + ' + ' , + > >, ++ ' +,'' i + ' i ' >+ ' ++ ' ++i' ++i' TIE-IN{TO EXISTING •PROPOSE ACTVE / y _ qq 4,' '+ ' 'f + ++ ++ ,+ +i +y�+ + , EDWOOD — — I — — — — _ 7 Q LOT 57 +RI= PEN SPACE �,> +>'+ 16 I / ♦ x ` + SCOTTSVILLE ROAD, REDWOOD V n' 16' J _•-p .. +>'ii,>' , a + , > > 'i + 'i + w / / I �� I , '+ BRACE E + +i' + ' , ' +> ' + ' + , > , , + > + + , + + ' i + + + ' + ' , ''`r + ' + ' , ' + + + , + (ROUTE 20) + ' ��O PROPOSED VDOT STD. WP-2 + , + ' + ' , + , , + + f + ' - + + ' ,+' ,+' , ' ,+ ii+ ' ', i, , +> , + • + + ' + , +i >, ,> ' +'' ++'' i+'' +, i '� \ T MILL OVERLAY ROUTE #�� + + ' ' ' ' � MILL&OVERLAY. CONTRACTOR d + ' , ' , PROPOSED VDOT STD.>' + ' + ' + i °°`C y > OP O & O OU E 20 J F — a + ' + ' 'NO PARKING' SIGN (R7-1) / \ + ' > , + + , ' + , + > �'v L o_ Q 7$ > PROPOSED SIGHT > r '� \ \ � i _ � LOT I. Z F- LOT H >+'DISTANCE EASEMENT ' f ' + ' > > '' � � �20'>'+'++ , i + ,i , ++ ++ ++ ,+'i + PQ v QQ) TO THE CENTERLINE. SZ LOT I j a > N S a , 2'BEHIND SIGHT LINE' ° a D.B. P o W O" IS3 G Q ,+,�t T/ \\ + , + ' + ' , ' +i' ,+' ,+' +' + (+-�� LOT \ 2\i\ - \ \ �✓ :.O PROPOSED VDOT STD.iL& STOP SIGN (R1-1) 7a , Ad PROPOSED VDOT STD. , ' NO PARKING' SIGN (R7-1) O ]5 / 6G� \ \ \ + ' + % PROPOSED 1z'x18' MIN. ',y�i �', DRIVEWAY (TYP.) 2 S1 . ' + r h \ �F- ' , PROPOSED_LOT LINE (TYP.)' e , , PROPOSED G SIG STD. / i , + • ,41 / \ / + + ' �+ , ' , ' , + + + , + 'i + ' + '+ , '+ + + > + , �+ + + + i + •.t-4 >, ++ , ' + + ' + ' , •' °. .,',°,o 'P° .. — > i+ ,3 'NO PARKING'SIGN (R7-2)�.+ +' / PROPOSED . ° % � � ti LOT �.\ 17+00 700'R VDOT STD. /, kQ0 / 18 CG-12 (TYP.) g/.. 16+00 LOT _ PROPOSED VDOT STD. PROPOSED 6' CG-6 CURB (TYP.) 2� � \i\<PLANTING STRIP (TYP.) �9 LOT QO. / / ry9 + + i' ' ++ i 'ice i '+ '> > ' PROPOSED SWM i \ \ \ t 9�, / �p/i\ >. ' i, FACILITY (TYP.) PROPO L�VDOT z2' 18' W D\ / \' a PROPOSED VDOT STD. I 'i\i/\ r \ LOT ryry i > , i i. i , + +....., r i + 'i > i J NOTE: 'NO PARKING' SIGN (R7-1) -12(TYP.) - - PROPOSED VDOTSTD. \ / > , i+ + , ii +' - — _ 2/4' F/ -F/C 20 STD.CG-2z TYP. '� / /� \ + + , , , + + , ' , ' ' ALL MECHANICAL EQUIPMENT + + + + + + ' , ' CG D ENTRANCE TYP. + , + , + ( ) + ' + ' + ' , ' PROJECT BOUNDARY // > 21 >' + PROPOSED VDOT STD. \ + + + , ' I I " ' , �i/\ / �. \y. / " --> > - +, ' , , ' , , ' + ' , > , �, + , , ', + ' + ' , ' , ' i, SHALL BE SCREENED FROM THE STOP SIGN(R2-2) I I \ Q / + + + + + ' + ' + ' + i> , ++ ++ . ' , ' , ' , ' , ' ' 3 I ENTRANCE CORRIDOR. I I + QO � ry __ PROPOSED RETAINING•WALL,i ' i, ' + ' > �', i, ,. SEE DESIGN ON SHEETS o ©* LOT �9 LOT 1a' I n p 28 +. w *LOT ©*LOT © LOT , , , ' ry' + ' ; ,PROPOSED SINGLE FAMILY PROPOSED zo'EMERGENCY ACCESS N �. ©-.. ©*LOT ©*LOT © �3 22 > ', + + + 'i - ' -ATTACHED TOWNHOUSE W/'.. AND BICY&E & PEDESTRIAN ACCESS O1 2 24. { ++ + + + . , ' , ' i', ' S +SINGLE CAR GARAGE (TYP.) .EASEMENT (D. B. _,PG.—) �7 2E) LIB I I ASPEN 2UNIT5 i UNITS 2UNIT5. '+ , + � , + ' i ' s ' i-+ i + .. + ' > ' > i>, ' �+ ' , ' + , ' , > + + + .iJ' 1— I ; SIX (6) io'x18'PROPOSED I - 10' 2UNIT5 _ +i' ++' , ,' , , - +i ,+' , ' , , , / 2UNIT5 '• • , ' ' ' ' ' > + ' '� � ' + + /> > EXISTING FENCE TO BE EXTENDED ' ' + ' , ., , ONSTREET PERPENDICULAR I • UNITS _ + + + , , ' , ' ,.'- , >i'' + ' + ' + ' , , , , , + , AND CONNECTED TO CREATE + ' ' + '+ > '+i+ ' +> '+ . 'i + ' ' ' ' > ' ' ' ' + ' ' ' CONTINUOUS FENCE ALONG THE , ' i ' , ' PARKING SPACES + f ' , ' + , + , ' , , , + , , , , GRAPHIC HT�ITC�-+ SCALE I �T� � J °� �,� i, ' i+ 'ii+' ++ ' +'ii +',i + + ' iSOUTHERN PROPERTY LINE , + '+i, *il �,+' . + ,' , ' , ' 'i + + i > GRAPllll. SI�ALE PROPOSED VDOT STD. '• r 'NO PARKING SIGN (R7-2) 20' E -E/P .. ...; . , • > > '> >'> + 'i + +;: + �+ , ' + + \ , , , + + + ' + ' , ' , ' , ' + + > 30 0 15 30 60 120 291 PROPOSED REMOVABLE BOLLARDS COMPATIBLE yr , WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE --r L �S--_ '--<COUNTY DEFINED MANAGED -NOTE: ED OS NC DECKS ARE TO BE INSTALLED TO PREVENT VEHICULAR ACCESS PROPOSED ASPHALT PARKING_ STEEP SLOPES (TYP.) ..ALLOWED TO ENCROACH INTO THE ------ > ' > ' +> ° ++ ' �+ ' ', ' ', ' ', ' ', ' ', ' + ', + ' > + ' - , ' ' ' + ' ( IN ET ) BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES.-4LOT& EMERGENCY ACCESS, — - ---- > i ' ' 1 inch = 30 ft. SETBACK OF y'(TYPJ --- __----_-_- _ + + , i , SEE DETAIL SHEET 20 SEE DETAIL SHEET 20 SCOTT/R. Ci?LLINSZ Lic. No. 035791 J� A 10/1/21 H UQ J W z ti z M IN z 0 0 J W J� V 0 u J 0— 0 0 z LL Lu LL V) W � 1`4 F- w I w a U)) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 4 I IN I LK-YAKLLL LUNNtL IUN 1 U I MYgl-10 I H pF� ��� / O SCOTT R. LINSZ I U Lic. No. 035791,E o� 10/1/21�Q 'OREIV, + �SS10JVA6 E�o� SPA+ C i ';;a.C%AC), T.M.91-12A l I LJ LOT THOMA DANNY B SIR / I I I I 12 \� g WB1 PG.131 I { D.B.521— 3 PLAT— D.B.337-2 PLAT PROPOSED SINGLE FAMILY L 75' - - - - p F- DETACHED HOUSE W/ - — - - - TWO CAR GARAGE (TYP.) rA T.M.91-11 11 Z o � SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 I I LOT I O o a D.B.1979-46 & 47 PLAT ' I I I 13 �..� U, O PROPOSED VD w ca _ I I . - - - CG-6 CUPU) W I PROJECT BOUNDARY =- ' - H \ / w - _______ W z _ I CONCR un Ice y LLI I I I w - I LOT Ur) 114 INC' w ' I o Z "°- o :3- = TIE INTO EXISTING V IDRIVEWAY. CONSTRUCTION I PROPOSED 6' SHALL BE CONFINED TO THE PLANTING STRIP (TYP.) -125 TIE INTO EXISTING GALAXIE FARM LANE. Q - SUBJECT PROPERTY & PUBLIC CONSTRUCTION SHALL BE CONFINED TO - RIGHT-OF-WAY, AS SHOWN. c _ 66• THE SUBJECT PROPERTY & PUBLIC ' o n\ RIGHT-OF-WAY, AS SHOWN. 18+00 13+78 I \ NCE�y� \ \ 5'.FRONT. 171- 0 5\rT O\STET — \ SETBACK —19+07 - \ (TYP.) n \ \ `� XIE FARM SANE 73 \ (^ AL + +i, +i:'NO PARKING'SIGN(R7-1), '+ + PROJECT BOUNDARY V A + + i + , LO ^ '. + + PROPOSED VDOT STD. ',ii i i 54 L9 PROPOSED RETAINING WALL ' + ,OPEN% `,°, g - + ' , ' , PROPOSED 5' \ 0, SEE DESIGN ON SHEET g , , , ' , 'i , I o I ^'S,REAg , , 'CONCRETE SIDEWALK + , SPAC� A 'i + , , to a FuBPCK. , ------------ -. - L \\ \ PROPOSED LOT LINE (TYP.) .PROPOSED VAR. WIDTH , , i, �, i, i, + i, , (9. Yl+;4C)' i+i, ,i+i' (,T`F .�, , , , ' + ' A P - \-------- RETAINING WALL MAINTENANCE , , 'ii, I L:-ASPEN \ \ \ ------ - , , i, i, i, i, , , 'i , , + ' , i, i,,i ' THREE (3)10 x18 iPROPOSED'i N+ , 75 , ' , LOT 55 \----------- EASEMENT D.B. PG._ , , , , , , , , + + ' , ¢ ' + ' , , 1 \ \ 53 , , , + + i , , + + , , , , , 'ONSTREET PERPENDICULAR O. �. N _. , , THREE N , T.M. 1 , , + , , Pd 91 3 P , , + I , I RO , , , + , , , PARKING $PACES O .� , \ POS , + + + , , ,_, 18 \ ED RETgINING WgLL COUNTY SCHOOL BOARD OF II � I \ � — — — 52 5�, +_ + , , � —,I —. —, —+�-_ � _, , , , 3, + — a : i+ ' �SP;4CE � ° m - - - - 5z Sz s2 + + 52 52' 52 zg + 13 N-) 75 + ALBEMARLE COUNTY, VIRGINIA �I LOT 1� LOT r----- — _ PROPOSED SINGLE FAMILY _ LOT 6 +' +(b: 'AG)' •• J - - - - - - - - PROPOSED VDOT STD. 122' F/C F/C o ,i , , D.B.1033-313 °�j LF2 -- DETACHED HOUSE N 5 a !41 ASPEN �.- - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - TWO CAR GARAGE (TYP.) CG-2 CURB (TYP.) 0 r D. B.1 033-313 I o f I- - - - - -- - 20' REAR SETBACK (TYP.) 2o' F C-E/P ' D.B.619-368 PLAT I I — — — — — — — — — — — — — r — — I 75 d ,PROP,OSEQA'CTI,VE W fN laI.. -- - - -- --- - 1 0 e. + +' +RECREATIONAL,' +"`� O I I I REDWODD I $EDWOOD : I REDWOOD I REDWOOD I - - - - - - Q 0 16' LOT 57 + i + , ' OPEN PACE _ — — 1 I LOT Y - — I I REDWOOD Lu ° N N Q L L I L-- I L-- I I I I I II ao 3 0 PROPosED c� J 43 Q L- L-- ASPEN ASPEN I I I W r I CASPEN I ASPEN ASPEN 1 aIQ.� 75 , +i, + , PROPOSED SIGHTi'++i, �,'NO PARKING' i - �. h : LOT LOT LOT I LOT z > F. 'DISTANCE EASEMENT' i ++ii 1 ss \ J w I LOT 11 m F- LOT 58 5 o , i BEHIND SIGHT LINE' , + D.B. —, PG. 49 50 51 5z I I � a> — — h LOT LOT LOT _ _ LOT LOT N 8 a mm a 53 I g i \ m LOT � 46 10 47 48 \ INI s I I I woN 44 45 I I I I > d -�%' c> ✓ Q PROPOSED I : I I I I I I I I PROPOSED VD T TD. - N :. ,�+� 59 5\C+H�, + +' +/ + CONCRETE SIDEWALK �\. I _O S j a.. _ O � I _ -- � _ $TOP$IGN(R3-1) a i/N ++ +, +' +'i+jji'i, 'ii, C/] 1` -- — z i'T / c PROPOSEDP PUBLIC RIGHT -OF-WAY Q PROPOSED VDOT STD. { PROPOSED VDOT STD. PROPOSED VDOT STD. 1S' S FRONT L L - 75 NO PARKING' $IGN (R7 1) - J _ - J _ PROPOSED 1z'xi8' MIN. J TO EXTEND TO THE PROPERTY LINE FOR \ ` ] ENTRp�CE (TYP.) S T CK TYP. 'Np PARKING' SIGN (R7-1). - - O.. + �+ INTER -PARCEL CONNECTION TO TMPg1-13 \�: -:. - - -' L - - - L - - - - - 52r- 5z� 52 52 52' BR ( ) 5z 53 -.-/ -F ,+ •, , DRIVEWAY(TYP.) O z 52"' -' - -e i, PROPOSED VDOT STD. '/, ' W •' . ... .. °.. .. .,. a _p � ,. a. ^. if Lu ; NO PARKING' SIGN (R7 1) y 2 + o_ PROPOSED VDOT STD. - _ PROPOSED , , is /� . °< •. , 22+.LL 0p. PROPOSED VDOT STD. V 19+00 SIGHT DI$TANCET28o �� 1 7+00 _ LIMITS OF PROPOSED 21 +00 S - w 20+00 'NO PARKING' SIGN (R7 1) - - - NARY JACKSON COURT 7oo'R VDOT STD. / ktJO U o'R ) cG-6CUR6 (TYP.) — I — — — — — + — PROPOSED PUBLIC R AO — CG-i2(TYP.> 15 r F PUBLIC RIGHT-OF-WAY TYP, �� � - - - 97° 16+00 / w r13 (TYP.) — � :. o — — — — — (49' PUBLIC R/W) ' PROPOSED SIG ST0. : n �T Ill PROPOSED 6' 'NO PARKING' SIGN (R7-1). - - - - _ _ / PROPOSED VDOT STD. i PLANTING STRIP (TYP.) L ., . - .. °' - ; ,- ^'.>:: ' -,,e . - - - a / CG-6 CURB (TYP.). 2z 1 \���� ----53 5z' S2 --- - - -� --7.. r , -.. - - - -,•-SIGHT IST93VCE=zBo' 5' F3EtSNT _ - _ - - - - __ PROPOSED 5 - / \ BACK (TYP, CONCRETE PROPOSED VDOT STD-. - _I I I PROPOSED VDOT STD. : _ I °PROPO VDOT 22' - - 18 .✓ i CG-gD ENTRANCE (TYP.) :1 1 I - -PROPOSED VDOT STD. o' Q - - - - - - - y - - PROPOSED 6' -: - - PROP SED VDOT STD. CG-gD ENTRANCE (TYP.) W PLANTING STRIP(TYP.) I � I J I I I I STOP IGN (R11> I I Q'y LOT I LOT Y I LOT I LOT LOT I LOT LOT I LOT I LOT I LOT a I I I N L 34 33 � 32 I 31 30 zg LOT o E- LOT 38 37 36 35 w j z8 o i8 m * ®* LOT ©* LOT ®* LOT I m LOT v m !o m o I o o PROPOSED 2o'EMERGENCY ACCESS u + I * ©*LOT © LOT 2 22 1 W PROPOSED SINGLE FAMILY !40 m m m m :. m m N � 0 N N AND BICY&E & PEDESTRIAN ACCESS o' � - © I © LOT z 24 3 DETACHED HOUSE W/ I 39 ASPEN ASPEN In :ASPEN ..ASPEN ASPEN EASEMENT(D.B._, PG._) �7 26 5 tx TWO CAR GARAGE (TYP.) I - - - - I _ ASPEN ASPEN ASPEN ASPEN : - - r - - I - C I - _ F r I -. -r I I - r. - J AS_ - tx r,--� I -_F - :I 4. r I 2UNITS 2UNITS _ —ASPEN I I_ zUNITS C7 I— L IASPEN -1 I L I I 1 L �ISIX L----�-J -.� -.� ---- -� L- _ - - -1 I ONSREE)TPERPENDICULAR lo. ml Z aUNirS 2.uN175 - - - - - - - L - - _ i- - - J L _ - -.- - - - L J J fi 20' REAR SETBACK (TYP.) I PARKING SPACES I - O NOTE: PATIOS AND DECKS ARE PROPOSED RETAII ING PROPOSED VDOT STD. O N ALLOWED TO ENCROACH INTO THE WALL 'NO PARKING' SIGN (R7-1) 2o' E -E/P r!' ` 60' Sze SETBACK A MAXIM52M OF 4' (TYP.) 52' Sz' Sz' z' z' z' 2' 2' z' 2' 5 5 5 5 s 5 5 28' 22' _ 22' 22' 2z' 29' PROPOSED REMOVABLE BOLLARDS COMPATIBLE PROPOSED VAR. WIDTH - WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE COUNTY DEFINED MANAGED NOTE: PATIOS AND DECKS A PROPOSED LOT LINE (TYP.) >� RETAINING 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 ALLOW ACCESS FOR EMERGENCY VEHICLES. LOT& EMERGENCY ACCESS, SETBACK A MAXIMUM OF y' w F SEE DESIGN ON SHEETS SEE DETAIL, SHEET 10 SEE DETAIL SHEET 10 - I x T. 91 A—B OPEN HASE IV,AVINIT a `n AVON P PERTIES,LLC T.M.91-1-1E JOB No. D.B. 67-750 AVINITY ESTATES,LLC 202194 D.B.48 —228 PLAT B. 5124-678—A PLAT oo PHIC SCALE D.B.4990-174 t + D.B.4894-228 PLAT 11'scAL301 T.M.91-16D o ao s ao sI zo D.B 558-379 PLAT SCOTTSVILLE ROAD HOLDINGS,LLC C O KAPPA SIGMA FRATERNITY / D.B.3257, PG.702 ( IN FEET) SHEET NO. D.B.550, PG.608 PLAT 1 inch = 30 ft. 5 I T.M.91-8B GENERAL UTILITY NOTES: T.M.91-10 \ COUNTY OF ALBEMARLE,V GI IA 1. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE COUNTY OF ALBEMARLE,VIRGINIA �'� D.B.1979-44,46 & 47 PL T DEDICATED TO ACSA FOR PUBLIC USE. D.B.1979-44,46 & 47 PLAT z. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. N LOT I �\ 7 \ \ LOT \ I I I i LOT �\ \ p N \\\\ 8 \V I— — I i 6 v PROPOSED 8" G.V. & 8" \ \ \ V A TYPE A BLOW OFF \ SAS EN \ \ LOT \ \ \ ASSEMBLY 9 \ \APROPOSE V.&6" TYPEABLOW FF V \ASPEN \ \ \ LOT \ \ i ASSEMBLY °• ' • / 5' MIN. HORIZONTAL SEPARATION \ <. \ \ 10 \ \ REQUIRED BETWEEN ACSA UTILITIES& '0 5 PROP ED CL. STORM SEWER, AS SHOWN`^Q . TYPICAL. / � y \ "� � c \ ° �'� \ LOT PROPOSED \ \ WATER / \0 11 52 DIP WATE INE, ( \ (' LOT \ \ \ I I \ TYP.4000, IIa Imo° w +00 _ MH13 \ / LOT N CURIE COU / 12ARI MSEDPUBLIC R PROPO (49'PUBLICRIW) / / / / P N I r — PROPOSED 8"x60"Y0 " I TEE, (1) 6" G.V. I AND (2) 8" G.V. \ s O �.,.•, ' VARIABLE WIDTH ACSA LOT \ \ SANITARY SEWER EASEMENT I PROPOSEDLOT COUNTY DEFINED \ - \ \ D.B. PG. _ LINE, TYP. PRESERVED STEEP VARIABLE WIDTH PRIVATE SANITARY _ \y '"•' \ I\ LOT I \ \ / SLOPES, TYP. SEWER EASEMENT (EASEMENT LOCATED � — � / ON LOT 23 FOR LOT 12'5 SANITARY SEWER — LATERAL/SERVICE) �� \ \ 2 \ — — I PRO D SANITARY \\ I PROP \ OMPLE"TEE, II \ I I \ SEWE SERVICE C / — D.B._,PG._ \ °. G.V OMPLETEFIR LOT \ _ _ — MH12 ;\\ HYDRP\ TASSEM BL. 1 \ I I I \ \ LATE L(TYP.) W r ARIABLE WIDTH CSA \ \✓ \ \ \ \ ASPEN) I I LOT I \ \\ LOT _ NITARYSEWEREA EMENT I ; \ \ \ \ `— _L I I 3 I 4 Ln I I D.B. PG. \ ASPEN I — — I I \ \ I / CD / w I LOT Llj L) 1 II o 14 I, \ \' II ASPEN PROPOSED 6" G.V. & 6"-' TYPE BLOW -OFF LO 54 ASSEMBLY ° I I I TIE INTO EXISTING , nrool-J SANITARY SEWER 41 I I `I I / MH KAPPA SIG -9 , LOT 55 PROPOSED (2) 6" 450BENDS 5 s o I PROPOSED 6" CL. S2-DIP e COUNTY DEFINED I 13+00 WATERLINE, TYP. VARIABLE WIDTH PUBLIC MANAGED STEEP SLOPES,TYP. / ACSA EASEMENT n � / LOT \ � � � � I (n ; 2 D.B. PG. CCU , fDWOOD - - � ¢ LOT 57 .. __ 16 I REDWOOD W 0 ¢ M I l `l I I/ I ✓J x )�'� VARIABLE W TH ACSA �J J ~ a PROPOSED 8" CL. 52 DIP ETAS R EN LOT 58 LOT Z > F WATERLINE, TYP. MH2 D.B. PG._ PROJECT BOUNDARY, 52 LOT a > J / / I 53 O `O PROPOSED 8" / \ ' TYP. o a 22.50 W/L BEND / II Q.w LO 59 g PROPOSED 8 x6 TEE, 6" ¢ 00._ / / LOT \ \ I \ \ I < a d G.V. &COMPLETE FIRE 7 a HYDRANTASSEMBLY 1 ?) \ v PROPOSED 8'x8 CROSS, PROPOSED 3 \ \ / \ \ c 8 x6' REDUCER 2 6" I a ,O \ , p 12+00 4 G.V.AND (z)8"G.V. •. 8 y5°W/L .._ �d.. � ? BEND L Soo' WPO i y— — _.... - .. o- •'. °+ •° w/ LOTBUFFER, TYP. " w. w wow w w / 18 w \. 17+00 LOT wa \ R�9$ MH5 LOT RO 20 j - -- _ LOT / 10- w MH4 EXISTING SANITARY LOT I \ \ I SEWER, TYP. I �9 LOT 1 28 I I LOT LOT LOT LOT LOT 1+bo I 3 LOT z6 �5 24 23 zz I ASPEN) 27 _F — I I ASPEN) I — — PROPOSED 8" CL. 52 DIP 3 UNITS — o' —WATERLINETYP. 2UNITS 20' PUBLL IC ACSA UNITS 2 UNITS z UNITS 2UNITS •• '' EASEMENT \ I ` +i 5 i9 I I , 30 0+00 v 0000' T GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 SCOTT/R. (711LLINSZ Lic. No. 035791,E A 10/1/21�� Z 3 z O ,A a as Z U) 0 0 z J O in F— Vl ca Lu t` m ('V M W N z O W� Z W 0 a Q z O O Z Q Q J_ W" LL� Lu ul J �Q1•�1� Z W V J W J� C�7 ® O O CN u Lu W w a UU)) JOB NO. 202194 SCALE SHEET NO. 6 T.M.91-13 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B.1033-313 D.B.1033-313 D.B.619-368 PLAT H VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT D.B. ___, PG. I T. 91A-B OPEN HASE IV,AVINIT"AVON P PERTIES,LLC D.B. 67-750 D.B.48 -228 PLAT .9-/ THOT.MMA D1ANNY12A B SR WB1 PG.131 D.B.521- 3 PLAT / D.B.337-2 PLAT ACSA GENERAL WATER & SEWER CONDITIONS (June 27, z019) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. z. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 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, z014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). Iz. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OFTHE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OFTHE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OFTHE 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. i5 ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BYTHE ACSA T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 PROPOSED 8 G.V. & 8" SCOTT R. LINSZ Q TYPEABLOW OFF .---i ASSEMBLY U Lic. No. 035791 I o� 10/1/21 �4 / '... o��SS10NAL ��G1 LOT I I— iz 3 � I � \ a I'.-- PROPOSED 8"x6" U I TEE, (i) 6' G.V. < AND (z) 8' G.V. Z I I LOT z Q I O 0 D.B.1979-46 & 47 PLAT ' " K VARIABLE WIDTH PRIVATE SANITARY _ SEWER EASEMENT (EASEMENT LOCATED ca ON LOT 13 FOR LOT zz'S SANITARY SEWER uu LATERAL/SERVICE) ^ J D.B. _, PG. _ tD � W z - W FARYSEWEREA WIDTH CSA W EME ' Lf) PG.W TLu t OOPOS 8 W I I o SEWER,T -z ' U - Q - N O '-I 00 u17 0 - �T 19+0� 18+00L9 - \ \ \ PROPOSED 6" G.V. & 6" LO \ PROJECT BOUNDARY, TYPE A BLOW -OFF 54 \ TYP. ASSEMBLY o I� - a M I A P — \ \ \ PROPOSED (z) J L LOT 55 ASPEN j \ \ 6„ 450 BENDS 5 5 o N LOT \ — _ — — — — — — — — MH10 5 a M LOT - - - - - EPRPOSED 6" CL. 5z DIP 41 4z rASPEN J _ - - - - - - - - _ _ _ _ _ _ _ _ _ _ - - - - - - 13+00 ERLINE, TYP. D VARIABLE WIDTH PUBLIC o C PROPOSED LOT ACSA EASEMENT a n ('V a LINE, TYP. - - - _ C' J � REDWOOD � REDWOOD � REDWOOD � REDWOOD— — — — — — — D.B. PG. LOT 57 [ LOT — REDWOOD \ W 0 — — 5 N L--� I 1 L N 43 f L-- — L-- — L-1 ASPENASPEN Q �• a ASPEN , ASPEN , ASPEN ~ PROPOSED 8" CL. Sz A w WATERLINE, TYP. (� I I I I I I I LOT LOT LOT LOT I z >_ �> LOT m Q LOT58 49 5Q 51 5z a > 1 g — — LOT LOT LOT 01F 53 1 o PROPOSED8" 1 w C) LOT LOT 6 a zz. ° w L BEND W 4 I 1 8 I I I I I I - s/ 47 4 I 44 11 1 1 45 1 1 1 °L" LO Q 1 1 1 1 1 I a 59 PROPOSED 8"x6" TEE, 6" > y t. - - ) n G.V. &COMPLETE FIRE O •.. ' s _ D J _ _ _ J _ - - -� - - -� � S'S a HYDRANT ASSEMBLY 23+00 i / OPOSED PROPOSED 8"x6"TEE, 6" � J / PROPOSED 8" CL. ¢DIP WATER G.V. &COMPLETE FIREPROPOSED'•' • 0- a WATERLINE, TYP. SERVICE, TYP. HYDRANTASSEMBLY 12+00 ; RUCER CROSS, PROPOSED G V AN O 0 W .. w�� w • -e B��BEND/L O� ,. .. .-'.- 8"x6' REDUCER, (i) 6" D z 8" G V. s' f-4 w � I —I w ROP SSE- D 8"G.V.&8 w T N w -.�. N w w w TYABLOWOFF Ww w w w w w w w ARYJAKSONUw w 4/ SEMBLY /- * w Ww ULL JI--I PROPOSED PUBLIC Rcy -w 18+0 w 20+00 9+00 17+130 2 +00 ; e s� f49 PUBLIC W MH6 6+001 W ,MH8 10. X MH7 Ul cl/�� _j -- -- — -- — —, —�I — _ — — — — — — 1 PROPOSED 8' - SANITAR ER PROPOSED S ARY SANITARY w - M114 DB EASE PENT SEWERSELATERAL VIP.) 1 1 1 1 SEWER, TYP. 1 1 1 1 I 1 1 LOT 1 LOT 1 1 1 LOT 1 1 1 LOT 1 1 1 LOT 1 1 1 LOT 1 1 1 LOT 1 1 LOT LOT LOT 1 z l 1 1 Q LOT l LOT 1 8 1 1 6 1 35 1 34 33 3 3 3 1 �9 1 I I LOT 3 37 3 z8 i LOT LOT H I LOT I I I I I I I I 1 I I I I I 1 I LOT LOT zz W 40 I I I 1 LOT z3 39 1 1 11+bo I z6 z5 z4 C4 ASPEN I _ ASPEN) ` — ASPEN) — ASPEN) ASPEN) ASPEN) — ASPEN) �7 �/ ASPEN ASPEN ASPEN — J r r L r r r-- I-4 I— J �— --r-- --- — --- --- --- --- �— ASPEN) I - PROPOSED 8" CL. 52 DIP aUNITs r-- r-- — 2 UNITS ASPEN --r --- WATERLINE, TYP. — — — — LASPEN �— J z0'PUBLIC ACSA 3 aUNITS eUNITS a UNITS EASEMENT •. 2UNITS DB.C) ----------- --I _-,PG._ t. O J- 1+17 N 0+00 1+00 ®- S S S S S S — -- -- -- — — SHEET-6 _ — U -•• — — -,.. - W H- I / S LU M M M M M M M - _ 5 S a V)) XI -'----_,� STING SANITARY M M ; T.M.91-1-1E — — \ i M M M M M M M M M M M SEWER LINE M M JOB No. AVINITYESTATES,LLC EXISTING )2" DIP �✓ M--_--- — _— — 202194 .B. 5124-678-A PLAT M _ — — — — — o— — HiC SCALE WATER LINE D.B.4990-174 M i 0 SCALE D.B 558-379 P V/ -: EXISTING PUBLIC T.M.91-16D i ACSA ESMT. SCOTTSVILLE ROAD HOLDINGS,LLC i C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.550, PG.608 PLAT 1" = 30' SHEET NO. 7 TIE INTO EXISTING iz" DI W/L WITH A 12"x8" TEE, (z) iz" G.V. & (1) 8" G.V. ( IN FEET ) 1 inch = 30 ft. Pipe No. Size inches Easement Width Required feet Easement Width Provided feet 1 36 29.8 30 3 30 29.1 30 5 30 23.9 25 7 30 22.9 23 9 30 21.3 22 15 24 24.2 25 17 24 21.2 22 19 15 15.7 20 22A 24 15.8 20 21 15 15.7 20 23 24 21.4 Within SWM Esmt. 25 24 24.2 25 27 18 31.1 32 39 15 20.5 21 43 18 1 17.9 1 20 OPOSED ELATED - 506'TVy SUUBG NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE E NGWALL 500BG \ / W 498 BW ALL A - EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. IAMONDPRO- 498BT 498E \ / / / 1 TA.3+00 / 0 COLOP,,BLUE RIDGE i / / / VTHp506 TW PROPOSED 8" HDPEL�ARD / 502 TW 6 BW 9 / \ YD-4D / / ' DRAIN SYSTEM w/ id / 496BG / / 508 TW 498BG PRIVATE DRAINAGE 494 BW / 508 500(3G 505 BW . EASEMENT. > v �5�� 500 G 498 BW \ OTT R. LINS'Z DB._PG. YD-4B._...... 50 TW �' r-__i CO TYDEFINEq �508TW 49 BW - __ i �\' / / / / PRESERVED STEEP \ ��W SOOBG �\ / / No. 035791,�VARIABLE WIDTH WALL495BG& MAINTENANCE /SLOPES, TYP;-494 BW- i � �� I 498 BW � 101�21 EASEMENT � _� __ I ` SOOBG / �o�'OI/VADB.PG. 500TW/\ D-4E /�A� aB,__ _ E Y �ALLA' � 94BW �� %� �� �� \\ LOT _ YD-4D TA. �' YD-4 / 5007 P �\ �V A LOB GAR=492.33 \ E=494.50 / / LOT 4996G \ $ FFE-494.33 \ L _ _ / / / /X\ __---494BW �\ - \,\ V A �/ / CO-4C _� _ - _ / / / I LOT / / YD-4K �� LOT GAR=a9z.33 \V A� 1 / �� / YD-4E / MATjLI ' PROPOSED2B YARD AR \ GfCR .33 // V /S L \ FFE=49A3 ° 9 0 FE=494.33 /i \ ] yi0� / / // AV A ���T i DRAIN INLET, TYP. �4 ag V �° � i LOT AR-492.00 10 FFE=494.00 q � • \ LO GAR-491.33 \ ' \ 4Zt5 ... 5 MIN. HORIZONTAL SEPARATION REQUIRED BETWEEN / / O F- r\0,;. \ 1 FFE=493.33 \ N \ \ - 1 ACSA UTILITIES& STORM SEWER, AS SHOWN. TYPICAL. PROJECT a a3 \ .p m9n \ �' �/ \ \ 4909 >._: III /_. / \ r / \ / / � / / BOUNDARY, TYP/ U Q SED 21' e. 4 R=49 .92 . U) O \ I \ r - I O 3$B , UBL DRAINAGE 490.E 42 •. £ - p � EMENT w BSMa4S209 O Q )-. A / BU FER, YP. �` i H U) `/ • 49 8 L T /� w O _ I I P L PE MIX � \ 9 - w m SLOPES STEEPER THAN .i SHALL BE PLANTED WITH NAT VE STEE S 0 WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF I I 6.0% _ �1 i"0� w�� - / / / 12 AR=493.00 .. I f �' -w- I / l / / ( U) 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) I \ I FIE ; 33 I 38A N w� MART E R COURT w I- A KOP05LIJLICROAD / / / N / Z 49 i I O PROPOSED VDOT •r'.. 0.60 - / /PfOPODESEGME D rOT RETAININGLL,CONTRACTOR SHALL EXTEND EXISTING ONG DIAMOND PRO - ULVERTS SHABE CULVERT BENEATH RTE.20 WITH PROPOSED13\ COLOR: BLUERI /� I j WIDENING. SEE PROFILE ON SHEET n FOR / 1 i I \ s I FFE=491.67 LOT I / N#MUM�F 6" ' / DETAILS OF HE CULVERT EXTENSION. / / pp, GAR=490.6 I 2 \ I - \ E=492.00 LLj- - - A FFE=491.00 1 \ \ I �UAR=492. A / 475 TW / � N OT \ 482.10 LLJ r - 8 5 / \ I FFE=492.33 LOT LO \ 4756 ul); BSMT=482.4 3 �4 474 W478T /475L T G UJ / 1 ' I ' 36A i ` SYSTEPRPOSED M, TYPU DRAINAGE / I J - �L B - �-/ \ / / 476B (z) PROOLVERTS J Z ' I / - I - - - TA. 0+00 / 474 1 1 O ARIABLE WJPTH WALL 4 0 B \ l 3 III ° 1 &MAINTENANCE / - + \" PROPOLu SEDV �_ EASEMENT 8 � Q 18B � � -. : ' � TD. CDtz OPOSED VDOT � _ � /_ STD,_CD-- '-,-.-,.- 1 Z+00 _ - /PROPO ED VDOT 1 7t 00 :. = -� PROPOS DE VID T" STD EW-i i T` -- 13+A IE� UB C��p� A STD. CD- _ I 1 S�- OO - � ROPOSED VDOT\ 16+00 _ / _ GJ P O�ipSEDH �IV'll �. Y4 Q PROPOSED V OT M � II _ 18A �- -- 35 �- - z nn STD.. CD��� . STD. CD z �' � � ,� � � �✓ - ,. i _ / �, 19+00 I \ 1_9 .: '. _.....,.• . _ _--- --- - % -- - PROF SEDVDOT ' -CD-2g / J _ • _. ° _. i ,. �,. , , .. _- - -i�ROPOSED VDOT 22A _ 1 $ OPOSED 8" �I' _ r! '"` 70 D3' fLEANOUT, 34 I / - OT 1� / (2) PROPPOSERTS�CP _ / - ... • . ROSTD. CDaDO -.� / X�Q o54i 4s6. 1 /I / - , _ �J P / Z / P POSED zo' `�`�B GAR=4 \ _ PROPOSED VDO� EW-7CN PUP, LICDRAINA i i \ _ -� 5.5%� I PROPOSED PUBLIC i EASEMENT FFE=491.0 GAR=4 S. L / �./ J J i •I I DRAINAGE 01 ' - - 4a8.oI EASEMENT �ROPOSED VDOT STD. LL Q DB.P � .� I COUNTY DEFINED FFE= 88. I CULVERTS SHALL BE LOT �a5 MANAGED STEEP - 3 m ,)ISM i=47 .4� � / � � COUNTERSUNK A _ GAR= 67 \ SLOPES, TYP. "' I MINIMUM OF 6" _ CULVERTS SHALL BE T, / b- -� FFE= 00 l C COLINTER SUNKA 1 Z W 4 COW BRANCH STREAM / / MINIMUMOF6"O�J a ((Lu�'j z.7% L�T 6 V PROPOSED 8"HDPEYARD 3�. v / \ % AR=4 0 67 O �� :DRAIN SYSTEM w/ zo' - / ��� �� / FFE=49 .00 PRIVATE DRAINAGE J J/IJ,/ J I \ PROPOSED 22EMENT. 3 PUBLIC DRAINAGE ` 2.9% LOT 57 ✓ \ 1 \ EASEMENT 32 e -, -' PROPIO VDO i6 / / / J �\ / B�rJ / / / I INTERMITT ST AM I F-+ I W O GAR= 90.67 \ \ DB._PG. M STD. CD 69! \ I"/ ,fI / •/' \ / / � �; / J Lu FFE= 1.00 e•. FPROPOSED 8" HDPE OUNDATION DRAIN ROOF/ _ _ 31 a / ., / GAR 46b.0 ` i �" / / /� / / / \ � O T > / °�� SYSTEMw/ao'PRIVATE 30 /a/ / Iy OT m - Q 2.7% LOT 5 \ DRAINAGE EASEMENT /1/� \ / J / 52 l D a > GAR=4 0'67 \ DB: PG. / ROPOSED VID T / PROPOSED PUBLIC �2� ��, 'x C7U 53 of n FFE=49 00 / 84. STD. CD- \ \ \ /� DRAINAGEv Q \ PROPOSED zB"YARD / \ �• 30 f P � U (I7 / I. � EASEMENT �P O �C. �.J w O ry \ DRAIN INLET, TYP. \ / 1 G PROPOSED RIPRAP LINED v Guj A =495.5 / > " z9% L,�.nD Sq °I \ 1 1 0 % _ ly% / \ \ 2� J OUTFALLTO EXTEND/TO / Q� v J� `\ z F E=497.5 GA =493.5 FFE= 7 1 \ - LOT /I H g \ \ STREAM'S BANK I 1e a9ss I� FFE=a 1.00 1 YD-2 2� ass.3� 1 v / / J Q 7 P OPOSED VD/n- T STD. ES-z O / O/�Q W X 0 .5U ). • Sa. GAR-4S5.33 / / \ / J - / / ,gyp( ��" /��� E / \ FFE=485.67 / \ - ��` �, _ • ; PROPOSE D VDOT / / A - _ •, _ \ V P BLOIC DRAIN POSED30 E / / MAINPROPTSED SWIM FACTENANCE EASEIMENT - / -% A� 494.36 STD. CD-2 / s� / i i 1 / d Q} / II' C/] 49z 46 / 16 r 5 s \ EASEMENT / / i D PG. olz J C / I W -_ _ GAR=4 .67 PROPOSED3z PUBLIC \ j i ii i � I/ W I 44B-..:'.- FE- DRAINAGE EASEMENT / / -w w W w Wei/ LOT DB. PG./ i $ / ALL - / w as.4s r / /„ v ST . MI� 17 w / w 15 56 ` g�i GAR=4 .67 i8 / i 81 T C/] 46A / FFE=48 / i I 4761 O / p 3 w w ^r\ / �` 476 �W / F _ LOT 16+00 44A 3. A. G FIES .67 1 g94.3 •-• 45 • ass.o 9 PROPOSED SEGMENTED - - 46 s 43 30 f. LOT /i RETAINING WALL, =456. DIAMOND PRO- '. FFR 486. 33 20 / ��� '� yj l / 81 COLOR: BLUE RIDGE 1 J y" O AG �� % / O PROPOSED 20 PUBLIC ^ a 26 LOT / j� �` k10 ,'� I / 476 BW �/ j 0 GAR=494.6 - - m • 1 DRAINAGE EASEMENT 488 4 \ \ 21 / i i (n FFE=496.00 GAR=493.00 w 489.67 489.67 a88 8 \ \ \ ROPOSED z5' PUBLIC / I O� FFE=493.33 I q � ,t DRAINAGE EASEMENT L I 4�_ LOT v �� v/ � 2 LOT v o+ 4 I vv8 LOT LOT LOT LOT 22 v ` (n O�J / \ LOT 2 3 GAR-495.67 / w 26 25 4 FFE=496.33 /� \ i i / I \ - / / / / / // _ PROPOSED VDOT 27 FFE=496.33 FFE-496.33 gSMT=486.43 FFE=485.77 r STD. CD-2 - � I _ FFE=497.0 FFE=497.0 BSMT=486.43 BSMT=4S6.43 / 23 I I = / a BSMT=4877..1 BSMT=487.1 ° / / �� � APPROVED S M FACT �J / JOB NO. i - P OS VDOT STD. ESa - _.. L - - - `, y - - O // ZO2194 SEE WPOaoo 37 % ' / / / // �+ ------ - $ ° '. '• - I ENDMENT#i OR DETAIL,Y. GRAPHIC SCALE ` AM / 4 SCALE 30 0 15 30 fi0 120 1+00-- -- 1+ 5 / n 1 zz ROPOSED VDOT PREP V- OT STD. ES i' -PROP $EDz3' - PROPOSED z5' WALL D - 48.. _ " O '�� / : / SHEET NO. PUPS{ RAWAGE BEN EATH PRIVATE ACCESS, c�,Q - BOOp gonccna HDPFROOFI _ +00 I(/ - /p� / ( IN FEET B. NT ' ^!GCTIOP!- P##AP O- TEA IOFf-ORAIN S -- :;EASE 47 BG :. I J ." - I /` 1 inch = 30 ft. _�' D G. .LOCATED WITHIN PRIVATE DB._PG. iS ��-'�- _ \ 0.h / I WAL \ \ \ Voo 1,TH O�,h I 499 � SCOTT R. LINS'Z tU Lic. No. 035791 J� / 10/1/21 / \ I A I Z / � I I � �SSIONAL �G / r I \ SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX J LOTV 491s ' J \ / WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF � I 60% z 12 AR= 93'33 g 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) � I FE=4 33 \ / F- / __--_- / A G R=491.' I 5.2% Q =491.67 I w / 1 0 0 \ \ I H K 1n 11 w m 00 Lu z _ Ln GA =49 W W I FF =490 - IJi IU II LOB - W 14 -u I_ __- � Q / N -� WALL C - �PROPO ED VDOT '� 7+00 \ PR�'ASEDVD T 1 STD�EW-i _.. =- STD. CD- STA. 0 00 \ � � T - � • / � - ROPOSED 532 TW �5�� / 18C STD. CD- i 532BG PROPOSED SECjMEN \ , / 1 8A 524$GV RETAINING WALL, �� PROPOSED VDOT -- DIAMOND PRO - ` PROPOSED 8 HDPE YARD 32TW COLOR: ND RIDGE \ DRAIN SYSTEM-/io' 19+00 / / t00 STD.CD-2 �g i \ � 5 � PRIVATE DRAINAGES I } - \ 52q g / SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX \ EASEMENT. \ \ ( WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF I DB.PG. \ / 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) 1 19 -�PROPOSED VDOT ZZA - ZO - - - 18 ROPOSED 8" TW VARIABLE W TH WALL / / / / / WALE 3' i �LEANOUT, TW LO SSLLR� 1 a1 524E �5�� MAID 28 TW GE E z56EM T / Sb8 TW 506 TW 5 4 - -- / / EASEMENT / ZZB GAR-4 000 \ ,� I v 5 8 BW 5 5048E 504BBG 004BBW PU LIC DRAINAG i - FFE-a9 .po / Lv YD-3F - 520 BW 5 BG 518BG 518 TW 516 TW 514 TW 512 TW TW DB.P \ ) M 3 i 5226E 510 - \Sti26G 5106E 508BG 5066E SOBG -� PROD \ z.9� LOT I �3 \ \ 2 W 510 BW 508 BW 506 BW 504 B - O BO ARY, AR!FFE= 7/00 -� 1 LOT \ _ -- - - - - L 2 - - - - _ - - - - - - / I 1 g z.7� LOT 56 1 0 PROPOSE RAIN 41 YD-3D -- GAR=525 AR=523.50 �- - - - 5 - _ _ PROPOSED i AR / / / IFS q PROPOSED zz / 0.67 FFE=52 .00 FFE--�525.50 - - - - - - - _ _ i 9 .00 ° PRIVA - - - - - - \ DRAIN INLET, TYP. 1 CN z / YD-3A - - - - ",� PUBLIC DRAINAGE _ J LOT �- YD-3C - - - - - - - I - - w Q z.9� LOT 57 1 1 DB. PENT G. / YD-36 � I - w GAR= 90.67[ 1 N Q o - L - O YD-3 \ V $ FFE= 1.00 7 43 L - - L - L / - -.-. , ,� / / / J Fw- '.� PROPOSED 8 HDPE ROOF/ CV J z I S 522 a GAR=522.0o f f 1 / / u, Q FFE-S24.00- '- \ \ LOT I / T ,LOT / z F FOUNDATION DRAIN /� _ / \ T _ - SYSTEM w/zo' PRIVATE Q� EL \ - / SOT m a z.7% LOT 1 DRAINAGEEASEMENT > J �49 50 51 52 a > - GAR=4 0 67 1 DB.-PG._ - / LOT / LOT LOt I / 53 o FFE=49'00 / 0 LOT LOT „( �8 / v - 1 PROPOSED 28"YARD w • i. 4 / I Lu a cv 1 DRAIN INLET, TYP. - "'� P GAR=519.33 GAR-5 90 GAR-511.50 �K=507.50 GpR=505.0 G R=501.5 / GAR=49 .5 GAR=49).5 GA -495.5 / > O FFE=521.33 FF =5 00 FEE= .50 FFE=509.5 //EPEE=506.1 ; 1 FE=503.5 FFF� 01.5 FFE- 99 5 F E=497 5 GAIj=493.5 a q'910.060 1 YD-2 O _ 1 su ,\ 23 0� '° --- -31. - -� -61. - 31:60 �,� -;' / :.,::` .•:':. E ass // ��- 11 .._t•., z /L3+21 .,: \ " R SEDVD TD. D-1 m � � � � C-j uy , m . - m � $TD. CD-2 / / Q C '� if00.45 498.36 496.36 - 494.35 � ®. 16 ., W ... 6 0.35 - 614.0 510.05 ,S D.�CD 3°..' _t / w . 52615, --- _.> 0 } W 49 47 ' f� • � w 44B / W w w w. -w.'. w w w m w w28-1- w w w w / 4 A w.- A Y1Al..KSOI*1'CVUR w w w w w. U LL I h\ \ + I $ PRO SFD PUBLIC R w W PROPOSED z4" ARD '.; 5 A_ / / 15 ,:.., �/ / 17 y DRAIN INLE� '� w 7 �� m 16+00 44A / 3 T` W '-' 520... \ ' > 00.50. °;: . •..., .. •. 486 4 •. 49i..3 45 a86.o YD-1 I r� 5 510'30: -.• ••'. 46 43 �ao� \� � � 0 -- 1 PROPOSED DRAINAGE °� 44 �. SYSTEM, TYP. ! .�, ry I . 4 .8 ' P -, - -� ���...PROPOSED zo'PUBLIC ^ 426 W o o DRAINAGE EASEMENT 488 4 "" / n 1 I - - • - , - - - -. - - - _ _ _ = 0 GAR=498.00 = - , m • e ^ W v GAf2 50733"" R 5040 GAR 501.3 -m GAR-519.0 AR=515 G 511y' E-507.67FFE=504. FFE=501.6 FFE=500.33 / FFE7 9 FF R 495.00 zGAR=493.00 w 489.67 489.67 488.8 } S22.00 i R-�21.33 FFE=519.58 FFE 15.67 FFE-531.6 BSMT 97.7 / BSMT=494.4 BSMT=491. BSMT=490,g 65 =488.4 1 GrA R=523.67 - - FFE=521.67 � � / � FFE=493.33 I FFE=5 00 G - BSMT=511.7 T=5 9.7 stir=sos.7 /r=sot. LOT LOT/ LOT LOT LOT J L I MT= 4.1 FFE=522.33 LOT L(.W OT ( 2 1 O LOT II s s12.a3 / - /33 3 3 3 2 LOT LOT LOT / vg 37 36 35 / / VARIABL WIDTH WALL 8 LO'f / / / y MAJ�ITENANCE _ - LOT LOT LOT LOT 2 22 J W \ I �39 / / / D SEMPE�T 2(7 25 �4 FFE=496 33 �i � \ / / GAR=495.67 / PROPOSED zz" HDPEYARD / / / PROPOSED VDOT 27 FE=496. SMT-486 4 gSMT=486.43 FFE=485.77 DRAIN SY w/ io' - J - - J / - - J - - J _ _ _r - - r - - - - r - - _ _r - - - - -r - - _L ` - STD. CD-2 J - FFE=497.0 FFE=497.0 BSMT=486.43 BSMT=4S6.43 PRiv,krE DRAINAGE I "� L ' r - BSMT=487.1 BSMT=487.1 DB EAPSEMENT - - L -� / _ _ _ _ _ _ _ P SED VDOT STD. ES-i L. Z / 490TW WAL E -- _ _ -- \ _ _ - CO-1 A see 486 BW 486 - - - _ - - - +00 O CN CN ffi 9 - - 0+0 ? L - �1 17 PROPOSED 22' PROPOSED CULVERT ROPOSED VDOT PROPOSED SEGMENTED _... PROPOSEp VQOT STD. ES-z PROP SED z3' STA. 0+54 PU DRAWAGE BENEATH PRIVATE ACCES \ _ TN ion ion s7 1 E O / S S S 5 $ B 490'FUI/ NT onen rnniniFCTIOI P �A ION$f�Al� U j DIAMOND PRE- 4906E �B' =G' - -DBE PG. LOCATED WITHIN PRIV TE w M M� M M / - f00 4$. 8 484-OW- S COLOR: UE RIDGE 490 D ,INA�„ Ef 1 - ,A3QTW �84 BvG / a u1 s X I - - - 49 `' - - - -494 / 1 - 4 M - /dr A! _ M-� /� M SOB No. 484• M = 202194 + \ t SCALE O 30 5 30 60 120 - \ oos oo IN FEET) SHEET NO. / oos 1 inch = 30 ft. 9 Pavement Design RF- 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface In a Base In a Subbase In a Dp Galaxie Fann Lane 523 2 543 4 4 12.63 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8*0.14.93 Marie Curie Court 104 2 124 4 4 7.49 SM-9.5 1.5 2.25 BM-25 1 2.25 21A 810.43 Mary Jackson Court 391 2 411 4 4 11.66 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 613.73 Rubin Vera Place 70 2 90 4 4 6.38 SM-9.5 1.5 2.25 BM-25 1 2.25 21A 810.43 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. R/iN (POINTER FINISNEDGRADE( 1141n:l' 6' -I- z.5' - - x 5' (Puwn)G�F- 1 cG-6 4 lo' lo' 4 -I- IwG _ STRIP) CURB& (BIKELANE) TRAVELLANE) TRAVE-1,I (BIKELANEI'IL`NRE. GUTTER( GUTTER(( r 32' F/C-F/C ' R/W-R1W SIDENALN 45 TYPICAL STREET SECTION - 45' PUBLIC ROAD R11#r (CALAXIE FARM LANE - STA. /Of00 TO "7L/O) 25 MPH DESIGN SPEED (SCALEP'=5 J ry11 IL (METES FINISNEDGRADE( �nnnnn■■■noon■nn■nnnnnnnnnnn■■■nnumm�nnn■mm�mm�mm�nnn■nmm�mn� RID (IRK P t-FIC GE TYPICAL STREET SECTION - 5/' PUBLIC ROAD RI-r (CALAXIE FARM LANE - STA. /4f/0 TO /5f4/) 25 MPH DESIGN SPEED (SCALE P-5) JIL (PoTOF FINISNEDGRADE) IMAGISM SIR EA 32' Fj�-FJC 6' SIDEWALK) I 51RIP1 (CONSRETE (PLA) - - 1u6 6 SIOEV//LLH) STRPIVRBB 6 ■■■■■■■■■■■■■■■......■■■■■■■■■■■■O■■■■I� TYPICAL STREET SECTION - 57' PUBLIC ROAD Rl*r (CALAXIE FARM LANE - STA. /5*4/ TO /6f82) 25 MPH DESIGN SPEED (SCALE 1"=5 J (POINTER FINISNEDGRADE) xl4':i -- cDRBa (IMVELUNEI (IMVELunEI cDRRa I GUTTER) GUTTER(( r xp' F/C-F/C 49'R/W-R/W TYPICAL STREET SECTION - 49 ' PUBLIC ROAD R/#r (MARY JACKSON COURT & MARIE CURIE COURT) 25 MPH DESIGN SPEED (SCALE( r'=5 ) QL (POINTER FINISNEDGRADE) AIR .:EP 6. O O 5 1. STRE (CG 6 ARKING) IIRAARLIANRj (TRAVEL LANE,CLRB& GUTTER(( 9o'F/G-F/C 55'R/W-R/W TYPICAL STREET SECTION - 55' PUBLIC ROAD R11#r (jVARY JACIISON COURT - STA. 12f93 TO /3*59) 25 MPH DESIGN SPEED (SCALE r'-5 ) CIL (POI TIFF F INISNEDGRADEI z14':i 20, a 56 S1RIP) I I ITR VELLANE) xz'E/P-F/C eel r 27' RfW RIW TYPICAL ALLEY SECTION - 27' PRIMATE ROAD (MERA RUBIN PLACE) NOON -STREET 15 MPH DESIGN SPEED PARKING ALONG (SCALEP 5) ROADWAY CIL (POINTor F IN11[B.RRAOE) l4 1 ":i zl44i ,C S 30 30 16' STEM CURB. BRAVELIANEJ [TRAVELLANEI (PARKING SPACE) GURERI ,- 4o F/c-F/[ , ,' I OT-LOT TYPICAL ALLEY SECTION - 53 ' PRIMATE ROAD (MERA RUBIN PLACE - STA. /0f64 TO //-1-20) 15 MPH DESIGN SPEED (SCALE 1-=5 ) JIL RIBSIi OF FINISNEDGRADE) 114":i 1l4i JIG 5' 3' R 18' 10' 10' (cc 6 v STRIP( (PARKING SPACE) (IRANELLANFj (IRAVELLANELRR& F 4o' E/P-FIC cuneRl 45'RAN-RIW TYPICAL ALLEY SECTION - 45' PRIMATE ROAD (MERA BURIN PLACE - STA. MiLEI TO /3iL55) 15 MPH DESIGN SPEED (SCALE 1"=5 ) 6' NOTE: 1. ACTUAL PAVEMENT SHALL BE BASED ON CBROF THE ACTUAL DESIGN TRIP GENERATION MAP SUBGRADE MATERIAL. CBRS SHALL BE PERFORMED DUR NGLUES CONSTRUCTION AND 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 210) I THICKNESS AND DESIGN. 16 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220) 4. THE SM-12.SA MAX LIFT THICKNESS IS 2". THE ADDITIONAL LIFTS MUST BE I PLACED 1 YEAR APART PER APPENDIX II OF THE 2018 VDOT PAVEMENT GUIDE. I ADT: 523 VPD (261 ENTER/ 262 EXIT) < R, N AM PEAK: 39 VPH (10 ENTER/ 29 EXIT) PM PEAK: S2 VPH (32 ENTER/ 20 EXIT) / (PLANTING STRIP( NO ON -STREET PARKING ALONG ROADWAY (PLANTING STRIP) NO ON -STREET PARKING ALONG ROADWAY 6' STRIP) I SIDEWALK( NO ON -STREET PARKING ALONG ROADWAY PROPOSED B." SM-9. EXISTING EXISTING STONI COMPACTED I 1 � � - - GA IXPL EFPRMLPNE p -- I I zAS aI FIT I I I'�I- I I II II II II II I I I II II II I MARY JACKS NC -,., PROPOSED PUBLIC RD =© I III III II I I � II 1 III II I I I I I III III III _ 'I I I I I I I I I I EMERGENCY ACCESS/ - - PARKINGLOT I 1 ASPHALT PAVING - MILL/OVERLAY ALONG ROUTE 20 I NO SCALE R xly':; PROPOSED 1..5" SM-9.5A SURFACE COURSE 5TRIP1 I SIDEWALK( NO ON -STREET PARKING ALONG ROADWAY A/4'":i .ANTING SCIDEWPL%iE STRIP) / »T + @ ,C RD PDRL J/ � PRDPDE P qo i^ / Fo*sa / / s _^ GPLAXiEF0.R@�l`� - /PROPOSED pUBUCRNJI e If / 1VPP.WIDTN 1 I / / �y % ' I / (VARIABLE WIDTH) 4" CONC. NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER \ \R. \\\\\/ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE PROPOSED 3" BM-25 io.5' TO 1.2.5". INTERMEDIATE COURSE SEE PAVEMENT CHART GENERAL CONSTRUCTION NOTES FOR ST7Rg7ff :• PROPOSED 22-A COMPACTED FOR DEPTH OF EACH AGGREGATE BASE COURSE PAVEMENT COURSE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE COMPACTED SUBGRADE-------__. ASPHALT PAVING - PROPOSED PUBLIC/PRIVATE ROADS NO SCALE PROPOSEC 3-4"HARDWOOD.. .•..:w'. --. ;�'p:`,"`.;... 2U STONER DUST /�\/ \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 SURFACE COURSE 7 WITH THE MINIMUM PAACMENT WIDTH SHOULDER WIDTH AND DlT H SECTIONS AS SHOWN ON THE TYPICAL NATURAL WATERCOURSE. PROPOSED 4" BM-25 .5"or BEG". 4. GUARDRAIL LOCA 77ONS ARE APPROXIMA 7E EXACT LENGTH, LOCA T70N AND APPROPRIATE END 7REA TMENTS WILL BE FIELD INTERMEDIATE COURSE EE PAVEMENTCHART IFO VERIFIED AT THE 77ME OF CONSTRUCTION. ADDIT7ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE PROPOSED RDEPTHOFEACHOPINION OF THE COUNTY ENGINEER, OR DESIGNEEIT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE EG TEBCOMPACTED AGGREGATE BASE COURSE AVEMENT COURSE COMPACTED SUBGRADE------__.INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER / / / / WIDTHS SHALL INCREASED TO SEVEN (7) FEET VEMENT DESIGN. CROSS AE S HALTIPAVEM 5. WHERE URBAN SECT70NS ARE INSTALLED, ALL RESIDEN77AL 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 VDOT STANDARD NO SCALE PI 1. COMPLIANCE 3/1G' STEEL PLATE WELDED , C , TO POST & GROUND sn°arH 4LBEf,4RZE COUNTY 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 STEEL POST. PAINTED OWITH 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, 2 COATS OF PRIMER THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. AND INSIGNIA YELLOW ­INCLUDING CONNECT70N 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 FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 3/4" 5" STEEL LE O HEAD DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE W/ 3/B" DIA. HOLE FOR 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE LOCK LOOK ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. FIN5H SURFACE ORBC OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND n 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 STEEL PGALIPE VANIZED LY J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE VDOT FOR PUBLIC ROADS. LEEVE CPANT ABOVE GROUND 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 PORTION SAME AS POST) " ANY CLEARING, GRADING OR OTHER CONSTRUCTION. FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. CONCRETE FOOTING 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 13A VIDEO CAMERA INSPECT70N IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO TO SLEEVEL PLATE WELDED 12" 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 REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. NOTE - BOTH THE POST AND SLEEVE FOR 6. PAVED, RIP -RAP OR STABILIZAT70N MAT LINED DITCH MAY BE REQUIRED WHEN IN PIN PLACEMENT. THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. GENERAL ROAD NOTES• EMERGENCY BOLLARD DETAIL 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR GRADING NO SCALE LOT UNIFORM TRAFFIC CONTROL DEVICES. 1. THE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT LI E 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE OF TRANSPORTATION SPECIFlCA770NS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF u�4 PIPE -CLASS Ill. `•' ` 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MA7ER1AL TO THE SATISFACTION OF THE ENGINEER. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). J. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND ORRERICES SIOEWPLKI TOP OF--- r 4" 2" /? CURB a 6" 13" ., NOTE: VDOT #57, #68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PARVING AND/OR BACKFILLING a �T7" I I, 1 6" 1 2. STANDARD CG-6 CURB & GUTTER NO SCALE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD 1N7ERSECT7ONS SHALL BE REMOVED. 4. ALL VEGETAT70N 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 SPECIFICATIONS UNLESS OTHERWISE N07ED 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, N, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT 774E COMPLET70N OF THE INSTALLATI0N OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. Lie. No. 035791,a 10/1/21 Z 5 z O F- � d Z o O z Q O V/ W � Fn J Q W Z w .. 0 z M N M WCIA N z O Q WN^ Q 0- w C) Za O J Lu 0-6 O � � LU WU �� I`■I I O 11 C� z W V J� W G� J Cry) V O con - O Ul 'ii LU w W d ]OB NO. 202194 SCALE AS SHOWN SHEET NO. 10 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES ,10't-10, 5 0' S fPIIIIIIIw� El WATER SEWER aC £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THSL WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM P SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER L SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG. W-1 PLACE 5' GALVANIZED " WITNESS " POST WITH `ol CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE O 1 ADJUSTABLE VALVE BOX W/ LID z II u B a Z N N O --- M.J. GATE VALVE WATER LINE � . e 2500 P.S.I. CONCRETE '>/ 4 2'x 2' BEARING AREA. THRUST BLOCK.d. °. 4 ° 4 A NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 omax SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) Clil (FEET) CU.YD. BEND L H T L I H I T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 225 2.00 2.60 2.52 0.15 0.10 200 225 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 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 REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. t. USE 2500 P.S.I. CONCRETE. 5. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 +A eBxo TD-3 " ^'MIflVE550N . ]/C HALE PIFE COUPLING PPRUNED EQUAL FAMILY FOR USE ON ATTACHED 51NGLE FRESAI E ON A7001B S RESIDE DUAL TPL IF TEE AND IRRIGATION SERMCM xxo sw:ATED mnxosDTE z• DUAL SERVICE R 1 WYPRE$$NM . ]/e MALE PIPE COUPLING OR APPROKO EQUAL I- TYPE N. SOFT COPPER (D FOR USE ON DETACIED SINGLE FAMILY RESIDENTIAL SERMCE MERE AN IRRIGATION METER Is Nor PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SNALL BE USED ON FIVE PIPE. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-9 TD-10 H Z I 12" 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION " BOOT " J INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD- 27 NOTE: RESTRAINED JOINT FITTINGS 42" Minimum Certification of 95% E ompaction required d Galvanized Steel Beom, W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. Side View 0 4 a. \ 45' TYPICAL THRUST BLOCK IN FILL AREA NITS FIG. W-38 TD-5 J COVER LIFT NOTCH 12 3/8" WATER j CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 'E E dt , E nG y B 12 R -� Gi 40 85 y� EC( -� UL vd E Q. ~ vV .rc f oS .. E o�aFOEo N Nm U �% 0 _E �E m E 6 U) \= 60 Ep -n E U a - itE o E b� -Om TT 1 S E .�cc E, SE �n0. z E AI eY UP E IR- ♦,Fa n r .n n ,'Q5p W M P. IN W 0 1LL TYPICAL MANHOLE FRAME & COVER RT.S FIG S-I-D TD-31 FINISHED GRADE =1TI= l f11=1T1--ITI�Fr=nr=IT1=7fT1 Inri ilTli i7J1 T1] TRENCH REDUCER - T ° �2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - a - UNDISTURBED SOIL - g 18" MN PROFILE VIEW} UNDISTURBED SOIL - EDGE • { --- OF TRENCH- A 24" MN. -3------ - - - - - - - - - m � REDUCER { e f 8" MN E A.�be 2500 P.S.I. CONCRETE THRUST BLOCK A ----------------- ---a------------ UNDISTURBED SOIL - EDGE OF TRENCH •' 24 MN NOTES: PLAN VIEW • NOT TO SCALE e 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. e THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. AIR RELEASE VALVE BRASS OR BRONZE PIPE - BRICK SUPPORTS OR SOLID CEMENT BLOCKS NTS FIG. W-3D rD-7 TYPE "K" SOFT COPPER STOP GRADE GATE STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1- A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2' A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-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 ) 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. S TREATEDALT FINISHED GROUND MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' Tp 10' (270') 18"-2ALVE 7 CU. FT. BOx 1j68 STONEY I 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O7WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WIERE 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 INITIAL BACKFILL BEDDING 3 STONE IN 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 44MI INITIAL IFI BACKFILL 4JM1 UNSTABLE B" 8" 8' 8" SOI,FANL,MIN. MIN. _ MIN MIN. #68 STONE GRANULAR FILL AS `.:... APPROVED BY ACSA �L\ lTA L I 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 TD-2 EMBEDMENT 8 MIN SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INITIAL BACKFILL* (6" UFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER LAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE WALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 TD-34 SCOTT/R. CZILLINS'z Lic. No. 035791,a pow 10/1/21 l �`S'InArnT. E�yG Z 3 Z J 0 H­ Of Of < 0 ZWow O Z Q 0 II� > LU DO DO -L -LQ W Ce ZrH M ('V M W N z W � J^ I..L Z > 0 W W Q U) O I--1 Q 0 W 0 Z0-6x LLJ W "I W� 0 II O Ul C/I J Z ,W/ �` F"I J W J� 0 O CN LU II W 0 M, a U)) JOB NO. 202194 SCALE N/A SHEET NO. 11 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 1 .. �..GRR-2, 2A 6+, e' 8" iv' WASHER = 'Is - 9 - jlj" 18' BOLT 6 NUT =_ = JJJ �" HOLE �f HOLE- _ < 6". 81101-2" TREATED PINE BLOCK OR 6.B'al I �i HOLE E RECYCLED MATERIAL. TREATED PINE BLOCK OR RECYCLED CALM. STEEL OD o MATERIAL COMMON NAIL SEE NOTE I ,WTI 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 6"s8"41'-2„ TREATED - CDNTANNC STEEL BLOCKOUTS. PINE BLOCK > BLOCKOUT FOR MAINTENANCE 1 REPAIR ONLY SOUTHERN PINE '� III"TII 41 7i14" LESS THAN 1'-01 IJ HOLE 6X8 WOOD POST T1Ie 4". 8".T-2" TREATED PINE BLOCK. STRONG POST STµDR� POST E 4" WIDE BLOCKOUT REQUIR D1-011 POST GUARORAL GR-10 IIOR WHERE e-pER SPECIFIEDBY THE ENGINEER IN THE - PLANS. `F'•LLF�i 0? T_ T DETAIL ALA7 HOLE M POST MAY E HOT ROLLED OR WELDED. B" ti 3':' GUARDRAIL INSTALLATION _- MOLES SITES REQUIRING LONGER GUARDRAIL POSTS n n it ti 411 I NOTES' II 'x10" BOLT 6"e8"el'-2" r ie' 6 NUT TREATED PINE w 1 ALL BOLTS NUT WASHERS M 7HER 5. D 0 _ 6 1 o STEEL ITEMS ARE TO BE GALVANIZED. II RECYCLED MAT__ 2 MAY ON M ONE PPRROKJECT BETINNTERCHµGED Y WITH + II W6t8.5 OR THE RESTRICTION THAT THE SAME TYPE OF W6t9 Z POST AND BLOCKOUT MUST BE USED N ANY II SINGLE RW OF GUARDRAIL. - -_- II OPTIONAL HOLE - II TO FMILITATE 'P 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT. HARDWARE. ETC. SEE SHEET MOS. 501.01 1/i DIAL BOLLS YI �I�,TI I GALVM2ING �II�I^�1V III -III IYFTOP I MD 501.02. 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TT F BLOCKOUT "el OR BOTTOM 0 B OCKOU AFTER 8 BOLT IS INSTALLED. u I� L HOLES w POSTS 6" I I g„ I If�I MO BRACKETS To BE �':' DIAL CRT POST STEEL POST SREFERENCE A COPY OF THE �BLOCKED-OUTAL AND NED DRAWING IS OBEAMTHE REFERENCE STANDARD W GUARDRAIL ROM Mo BRIDGE STANDARDS zz, 236 (STRONG POST SYSTEM,POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINA DEPARTMENT OF TRANSPORTATION 08/14 501.05 GR-2. 2A X 27y4" MIN - 28y411 MAX RAIL HEIGHT r'- II III II GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' NOTES( GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY MD CM BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05 FOR DETAILS OF RAIL ELEMENT. RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL CUMDR14L POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN ' I" PER FOOT FROM VERTICAL W-BEM. BLOCKOUTS. AND POSTS SHALL E SET AND ALIGNED WITHOUT ALTERATION OR FORCE.AS PER SECTION 505 OF THE SPECIFICATIONS. ALL OR-2 AND GR-2A RAIL SHALL E MAINTAINED AT A HEIGHT OF 27)''N" MN - 28j':' MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEM RALS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL OR-2A METHODS OF NESTING THE RAIL OR USE OF M MOTIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. ROM AND BRIDGE STANDARDS 9 HEET 1 OF 2 REVISION DATE Sp1.04 DI GR-O r� `y�l�NiX7.' J3'la�iW�V yWA"N/vl /yrvv/N+'ro y✓i✓i III III III II II J J J J J GR-2A (3'4/i' POST SPACING) MAX DYNAMIC DEFLECTION - 2' • NA R- A M x OPTIOGR-2A METHOD OPTIONAL G 2 METHOD NAL USING NESTED RAIL USING ADDITIONAL RAL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GI THE POST SPACING WILL BE V-3". FLARE RATES DESIGN SPED INSIDE SHY DINE BEYOND SHY LINE MPH SHY LINE ES FLARE RATE FLARE RATE 70 9' 30+1 1511 M 60 B' 26�, tan M 50 6.5' 21n 11:1 4 60 S' 16.1 81 M 30 4' 13:1 70 41 4 SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS (2) 12'-6" SECTIONS OF W-BEAM R'T HAVING A S ECT VIES 07HEH� 1 37•_6'1 THE 8FGSK�.W, ST ANDITRO GR (FOR A 1 LANE ROADWAY USE APPROPRIATE RU.N-OFF TREATMENT). pEOREEA 37'-6'• )WIDTHDICULAR OF SKEW BOX CULVERT ONE POST OMITTED 6 L L I 11 I I ST'D GUARDRAIL FO[[ LLTOppiPi pUUVIIEWAL 5 BLOCNMTTSSSEE STAPOARD GR 2? 2A� (2)12 6E SECTIONS OF OAMNETHER57EDAVNSOEA �pRSTAD LMADNEGR-7Ap USE IAPPROPRIAIE RIRI �OFFW TREATMENT). TABLE OF MAXIMUM 37'-6"- ALLOWABLE STRUCTURE STD GUARDRAIL POST WIDTHS FOR THIS DESIGN ' "A" THEMINIMUMAL OpWoS POS1'NAT"OF $D'sITE O I DIRE. L L L L I I I TYPE I- ONE POST OMITTED TYPE ■- TWO POST OMITTED SALE A MANWIDTHP IFS CUM SKEW A MAX WOTFEETLM 0• 9` IO5 0. 9- M.75 5• 9" 10.4 5• 9" 16.6 10• 9" 10.2 10. 9" 15.4 15• 9" 10.0 15. 91, 15.0 20• 9'• 9.6 20. 9- 15.5 25• 9" 25. 9" 14.9 30' 9" 8.8 30. 9- 14.2 35• 9" 35. 9" f3.2 40° 9" 7 6 40. 9" 12.4 45• 9' 1 7.0 1 45° 9" 1 1114 \V DOT ROM AND BRIDGE STANDARDS SHEET IOf 2 REVISION DATE 501.18 08/10 ELEVATION TYPE I -ONE POST LINTS OF PAYMENT FOR STV. GR-10 HAVING 6A SECTION NIONS ESSTEEDEINKI THE OTHER -STT. GR-2 SHAPE TO BE BEVELED WITH( NOTES: MORTAR 1. FOR TABLE OF DIMENSIONS NO VOLUMES FOR CIRCULAR PIPES fSTANDMD EW-2) SEE SHEET 2 OF 3. i 2. FOR TABLE OF DIMENSIONS AND VOLUMES FOR ELLIPTICAL J I 0 PIPES (STANDARD EW'-2A) SEE SHEET 3 OF 3. L J. THIS ITEM MAY E PRECAST OR CAST IN PLACE. K� ¢ DETAIL A 4. ON SHALLOW FLLS, WHERE ENDWALLS ARE V OR % LESS BELOW SHOULDER LINE. THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO E CLASS A3. 96DO NOT 0 FOR PRECAST SEE SHEETS 01.08 AND 101.07. BEVEL 2 •a DEFORMED INVERT 6. IN NO CASE SHILL TOP OF ENDWALL PROJECT ABOVE FILL CRACK CONTROL SLOE.DITCH SLOPE.OR SHOULDER. BARS P ( I 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 15•. u 8. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED IN P DETAIL B PRICE PER BID PER CUBIC YARD CONCRETE. 9. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT MD WNGW'ALLS OCCUR. 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 CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 11. N" CHAMFER MAY BE PROVIDED ON ALL EDGES AT ' PLAN C MANUFACTURERS OPTION. 2 •4 DEFORMED CRACK CONTROL BARS pf. D-CIRCULAR PIPE STY). EW-2 S-ELLIPTICAL PPE ST'D EW-2A J` f��♦ SEE ETNL A Tr --- 1 FLOW r 12" -0+I - I ( \ SECTION A -A Ar I I A/ L �_ •, I � ;'� -v `3,r_ -ILL__ I I C • y `� I I No REVEL D SEE DETAIL 6 END ELEVATION SIDE ELEVATION SPECIFICATION `VET REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROM AND BRIDGE STAOAR': 105 42" - 96'' CIRCULAR AND 60" x 38" - 106" x 68" ELLIPTICAL PIPES REVISION DATE SHEET , OF ] 302 VRGINIA DEPARTMENT OF TRANSPORTATION 01.03 2016 ROAD & BRIDGE STANDARDS EW-2 TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL FOR 42" - 96" CIRCULAR PIPE CULVERTS DIAMETER OF PIPE CULVERTS w O J LL 1., 1i DIMENSION 42" 48" 54" 601• 66" 72" 78" 8•" 90" %" DIMENSION A 1'-6" 1'-a.. 1'-6" V-6" I' -6" T-6" V-6' 1'-6" 11-61. 1'-6" A B 1'-91/i• 3'-4" 5'-ld/2• 6'-5" 6'-11'/i 7'-B' B-d/, 8'-7" 9'-2'/�" �" B C 3'-3Y4' 3'-9" 4'-2'/4" 4'-7" 5'-0%, 5'-53•4'- 5'-11' 8'-41/4• 6'-g%,* 7'-2%" C D 7'-8" 4'-0' 4'-6" 5'-0.. 5'-6" 6'-O'• 6'-6" 7-0- 7-6- 8'-0.. D E 0'-6" O.-G.. O.-G.. 0'-6" 0'-6" 0.-6..0'-6" 0'-6" d-6•' O'-6'• E F 0,_7" 0'-7" 0'_ 0-8/ O'-9 0.-01'-101, O F T-II 8'-4" B'-q" G I W-ID'• 0'-10" 0•-IT• 1•-0" T., r.2,• r-3" V-4" 1'-5" V-6" H r-1T' 2..0,/z' 2._3'. -51/2 Y-S'/i. 2,.g, Y-xN/" - 3'-1" 3'-3'/" 3'-6" 3' 1 1 5'-E/" I/ 6'-4 4' T-1/N" a'-7" 9 4 10 ;A�. Kr. „ IT-7- 12'-41/„ J r: 4'_5'/" 4'-ll/," 5'-6j'4" 6•-,T/I'• 6'-91' 7'-4'/" T-111:' 8,.g1 . g,-2" T-91 ,. K 6'a " 7'-6" 8'-4'/t" 9'-2T/," w'-T/:' 10,11W.1r-10" 12'.8 " 13'.6 14'-'31/:' L r-}/i T-2Is' I'-3%" 1'-5" V-6'/x' 1�_B„ T-9?•'i" 1-ION" 2'-0%" 2'-2" M 'I 0•-S�i' 0'-5i'i 0'-63'i" 0'-6 ., 0'-T/" 0'-8'/" 0'-8 " 0'-7/i 0'-10" 0'-10' N 0'-1} •• 1'-d/• r-1%t" V-2'/" r4/.. r-4'/'• r-9/^ r-61 ., T-7'/" 0 r0'-1}/•' 1` '8089 CUBIC YARDS CONCRETE CONC. PIPE 3.558 373 5.635 8.776 10702 2.861 15.303 18.195 21.285 - crlFR F'F C.N. PPE 3.791 4.680 6.054 7.642 9.490 11.605 13.984 16.678 19.724 23.g7 '.. •,. ry W R N J O J u. C 4'-4" 4'-10%" 5'-5i''i• 6'-Oj'P 6'-7%" 7'-2%' 7'-91/i' 8•-1'/t" 8'-11%.. 9'-61/:' is F 0..g1/p• 0,_7„ 0--71/i, O._6.. 0'-8'/t,• 0•_W, d-91/i 0'-ID' 0._10vt" 0-Ill G V-21" 4._g. 5'-3" 5._g,. W-21" 6-_g" T-21" T-1)„ g._S. 11 1. G I 1'•tOjA:' 2'-d/i 2--2Y':' 2'-5'/:' 2'-7%" Y-101/i 3•-0�•• 3'-3'/:' 3'-53'i" 3._e,/N, J 5•-B :' V 4" 7'-l" 7'-9 :' 8'-6 N" 9•-3 • 10..01 '. td- Ir-6 12 3 J L 8'-a" 9'-g " 10'-tl , 12'-1/„ 13'-3 :' 14'-51 " 15'-T' 16'-9" IT-10I 19'-o%- `76" L M r-f 1•-2" r-3/•' ,'-/ T-a T-7 T_g1 " r- 2'-01 " 2'-1 •' M P T-a., 9•-6" 91-8" 10'-6" 11'-6" IT-6" 13'-6" 14'.6' 15•-6" Ni'-6" P R 1'-Oi" r-i/i• 1,.3�•., 1•_51/i' 1'-bi'i' 1'-61/N" 1'-9i'i" 1'-1}/N" I•-0�•• 2'-2'/:' R CIIBHC YARDS CONCRETE COMIC. PF= 4.238 3.230 6.761 8.538 10.602 12,958 13.612 18.623 22.104 25.89B COMIC. PPE C.M. P l- 4.459 5.536 7.177 9.088 11.312 13.056 16.730 19.993 23.518 27.704 C.M. PIPE FOR I''/yI AND 2:1 FILL SLOPES 0 0'-II" O'-5 " V-61/4" 0'J" O'-71/2' 0'-8'/4" 0'-8Y4 0'-91/-1 0•-O" W b 0'-3%" 0'-4" W-41/" 0'-5•' 0'-51/" V-B" 0'-61/" 0'-7" 0'-7Y,'• 0'-8" b FOR ALL DIMENSIONS NOT SHOWN SEE VALUES LISTED ABOVE FOR } '1 FILL SLOPE `v=r ROM AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE CULVERTS 42" - 96" CIRCULAR PIPES VIRGINA DEPARTMENT OF TRANSPORTATION SPECIFCA70M REFERENCE 105 JO2 SHEET 2 OF 3 REVISION DATE V104 VERT ST'D. GR-7 r-DIRECTION OF TRAFFIC SEE NOTE 4� GUARDRAIL POST MAVI6 NGA 1ECT0SNESTD 110SNDE THE OVER STV. GR-2 L_,�__��1 ' BOX CULVERT IT'D. 1p(-7 TOP VIEW DIRECTION OF TRAFFIC jLlr6-A��jl`EVA {.VL VLRI ELEVATION TYPE II -TWO POSTS OMITTED NOTES I. THIS ABBOVE THE TOP SSLLAEB OFEITHE BOX CULVERT 15 LEES TTHAT�IRE4`0",TM OF 2. CUMDRAL NSTALLATCN 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 SHALL E IN ACCORDANCE WITH STANDARD OR-2. 4 THEE LENGTDFNEED FOR GUARDRAIL WITH A MNMUMPDDIISTANCE AS TSHOWN. 5. ALL SPLICES IN NESTED W-EA1 SECTIONS MST COINCIDE AT A COMMON PONT MD BE BOLTED TOGETHER USING ONE SET OF BOLTS AT EACH SPLICE, GUARDRAIL AT LOW -FILL CULVERTS VIRGINA DEPARTMENT OF TRANSPORTATION TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL FDR f/:1FLL SLOE DIAMETER OF PIE CULVERTS DIMENSICN 4z 48" 54' 60" 68" 72" 78" 84' W. 96" DIMENSION D 30 /: 4'-7 5'-2 5'-9 8'-! :' 8'-1 j' T-6 i• 8'-11, 8'-8" 9'-2%' D 30 SKEW J 30 6'-3" 6'-Il T-9 8'-7 9'-5 4" 10'-J i' 11'-0 If-1 t" 12'-U7/f 13'-61/i J 30 K 30 5'-0.. 5'-6f , 8'-3/4" 6'-11/e" 7'-7 :' 8'-] •, 8'-n 9'-7 i' 1'-S/x` a'-IIN" K 30 RIC YARDS COMIC. PPE 3.631 4,459 ! .223 4 1 18,458 21.582 CONIC. PIPE ONCRETE C.M. PIPE 3.200 4.814 6.228 7.861 9.758 11.928 4.373 17.132 20.221 23.686 C.M. PIE C 45 5•_g.. 6'-6" 7,.3- g..0.. g,_9.1 9.-6.. 10'_3,. 11'-0„ 1I,.g. 12-6" C 45 D 45 4'-I " 5'-7T • 8'-4 •• 7'-OTA- 7'-9 " 8'-5 " 9'- :' 9'-1 4" 1O'-T 4" ll'-3N.- D 45 1 45 2'-4 T-61' 2'-9 " 3'-O :' Y_3 " Y-7" S-I i' 4'•1 4" 4'-4 :' 4'-81/4R 1 45 • SKEW J 45 7'-53'4" 1 8'-4 . 91 1D'-4 " lT-4 4" 12'-4 13--3•- 14'-3" 15'4/j' W'-41/t` J 45 K 45 5'_gl ., 6'_5 .. 7'-3 :' a'-0 :. B._10 i' 9'-7 i' O'- i' It•-2 .• 12'- i 12'-9 " K 45 L 45 6'-1 '. 9'-21 •• 77- IT-34" 17-4 x" 1T-5 :' 14'-8" 15'-8 " 16'-7 2` 17'-81/F" L 45 M 45 0'-41 " 0'-{1 0'-a j' 0'-5" 0'-5 0'-5 :' 0'-6 :' 0'-6 d-71/x" M 45 R 45 r_g " T_gl ,• 1'-O 2'-0 :. 2'-2 •. 2'-5" 2'- i 2'-9 i' 2'-11 4` 3'-21 ,• fl 45 IC YARDS GONG. WE 4.231 5.191 6.712 8.4s7 O.lN 12.]14 IB.I 0 21. 220 25.107 ONCRETE C.M. PPE 4.542 5.604 7.271 9.169 11.{00 LT.927 riJ83 19�997 23.582 27.684 C.M. RIPE FOR 211 FILL SLOPE DIAMETER OF PPE CULVERTS 42" 48" 54' 60. 66.1 72" 75" 84" g0" 96.1 D 30 4'-0'/x" 4'-7%" 5'-2%" 5'-g%. V-4'" /, 6'-111/e" T-61/e' 8'-1. 8'-8" 9'-2%" O 30 )*SKEW -7-30 87-27/i' 7'-91L" 4 8''/1' 9'-5" O'-2 1r-04(," 11'-1d/:' 12'-8Ys' 13'-6" J 30 K JO 5'-0" 5'-B " 6'-3I" 6'-11' •. T-71/i 8`3 •' B'-11 •• 9'-T/" 10'-}I/'• ,0'-Tj... K 30 BC YARDS CONIC, PPE 4.310 5.315 6.868 8-669 1OL757 13.138 15.523 18.863 22 360 26. 201 CONIC. PIPE CONCRETE C.M. PIPE 4.576 5.668 7.349 9.304 1L577 14.175 17.114 20.444 24.117 28, 287 C.M. PIE C 45 7'-6" 8'-61 1.4.. O'-6" IT-611 12`15" I8-61' 14'-8" 15'-6" 16'-6" C 43 D 45 4'-111 5'-7 " 6'-4% 7'-0%" T- a 11'-3 i' D 45 1 45 T-4" 2'-6/j' 2'-91/.- 3'-0 " 3'-3'/2' 3'_6 " 8-9 4" 4'-0 " 4'-4 4'-7 " 1 45 ° SKEW J 45 T-5 8' P i' 11'-3" 12'-3 •• 13'-SIi' 4•_31/:' g•-} 16'-4'• J 45 K 45 5'-91/4" 6'•5 i' 7'-31/�' 8'-Oj'i' 8'-Id/." 9'-7 N" O'-SIF" tl'-2§§" 12'- /C 12'- K 45 L 15 10'-T/i' 12'-0 4" 13'-51/:' 1!'-1d/4" 16'-3I,' 17'-8 ," 19'-f/j' 20'-BI/i' 21--IT' 23'-4" L 45 M {5 0'-41/j• 0'-4/.- O'-4I2' 0'-5" 0'-5%" 0'-5 P 0'-61/i 0'-8•yt" 0'-6 0'-6 4" M 45 45 T -6" - '-0" 2i 2'-4 2 R 45R BIC Yti+Us CONC. PPE 5.043 6.254 8.071 10.295 12.637 15.429 18.585 22.142 26.158 30.669 CONIC. PPE ONCRETE C.M. PIPE 1 5.351 6.654 8.629 11033 13.590 16.635 20.056 23.981 28.298 33.241 1 C.M. PIE CERENCEN EFERENCE STANDARD ENDWALLS FOR PIPE CULVERTS 42'' - 96" CIRCULAR PIPES WITH 300 AND 45" SKEW VRGINIA DEPARTMENT OF TRANSPORTATION �VDOT ROM MD BRIDGE STANDARDS 105 302 REVISION DATE SHEET 2 OF 2 OLO9 2016 ROAD & BRIDGE STANDARDS L 2 04 DEFORMED CRICK CONTROL BARS PLAN VIEW 2 •4 DEFORMED CRICK CONTROL BARS T �I IS FRONT VIEW NOTES) EW7 I. QUANTITIES GIVEN ARE FOR ONE ENDWALL. 2. PLEASE REFER TO STANDARD EW-2, SHEET 101.04, FOR ILL DIMENSIONS NOT GIVEN IN TABLES, 3. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 4, ON SHALLOW FILLS, WHERE ENOWALLS ARE t OR LESS BELOW SHOULDER LIE, THE TOP OF THE ENDWALL SHILL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 01.18. 6, IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 15'. 8. COSTROF MS FOR CRACK CONTROL TO BE INCLUDED IN PRICE PER DID PER CUBIC YARD 9. HEAL WILLS TO BE BEVELED INALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT NO WINIII. 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. n. i4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. SHAPE TO E BEVELED- - - - _ - - - WITH MORTAR I I FLOW J1 - _ -_ -_ II _ - 0 I I DO NOT REVEL INVERT SIDE VIEW FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE _ OE P/tlt FILL SLOE 2:1 0 t-; U FILL SLOPE 1/21 FILL SLOPE 2:1 rD INCREASE FOR EACH MOITKNAL PIPE CUBIC YDS. CONCRETE ONE DI ENDWALL CUBIC Y ANDS NCREASE FOR EACH MOTIONAL PIPE CUBIC YDS. CONCRETE ONE DBI ENDWALL CUBIC YARDS NCREASECONCRETE FOR EACH ADDITIONAL PPE CUBIC YDS. NEOBEACHD ENOWALL CUBIC YARDS ASED ADDITIONAL PIPE CUBIC TES. 42" 4.829 1.271 5.493 .l" 0' ! 0' 3 I .. ..I . 5 3 I.. 7 ,. 0' 4- ,• 0'-31 48" 6'-O•' O•-10" 5.964 1.591 6.802 1.572 O'-5" 0'-4" 48" 6'-0'/" O'-0, 6.296 1.615 7.132 1.596 0'-5" 0'-4" 54" 7•-8" I '- 7.692 2.057 8.796 0'-5 0'-4 4" 6'-9 11'-J 9.258 9.7 2.081 01-3 ' 0'-4 " 66" B'-6" 1 '- J 6'• 9.689 2.0 00 1.7 2.57 4 0 '-6 d-5" 60•' T-6 I '-6 1.. 2 1 0.319 ] 7 2.681 0'-6 "' d-5" 66" 9'-4" N'-10" 12.016 3.240 13.811 3.209 0'-]" 0'- 66- B'- " 12J5, 3.. 3.261 43 1l.Sq 3.231 0'-7"0.7 O'-2" K '-2" 14.663 3.961 161 J. 7 92 0'- " 0'-6" 72^ 9'-0 "t5.67} 4.068 17.889 4.033 ,72" z']8"" 1T-e'• 17.612 4J51 20.J25 4J1J 0'-8 i 0'-6 IB" 9'-9 q176 18.918 L934 21.62Ja.B93 0'-e i'B!"0-1021148 5.696 2438] S.BO 0'-8 i d- 64'• 10'-e z" 22.7J3 5.905 25.999 5.860 '- 4' _b--7' 9D- 12'-8" 2D'-2" 25.115 6.920 28.916 6.8]2 0'- 0'- x" 90" - t 1 '- x" 26.800 7.076 7.025 - t d- 96•' 13'-8" 21'-B" .4 8.153 33.999 8.01 0'-O" 96" x t 1.4 .353 8.295 ERENCE STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS IFICATION VET ROM ND BRIDGE STANDARDS IDS 42" - 96" CIRCULAR PIPES REVISION DATE SHIEST 1 OF 302 VRGINIA DEPARTMENT OF TRANSPORTATION WR 4s I. ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS STANDARD EW-2. 5. 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 ROW ENTERS THE CULVERT). FOR DETAILS OF BEVEL REFER TO STANDARD EW-1, 1APC SHEET 101.02. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY 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 ,' OR LESS BELOW THF! TOP THE 10110 SHOULDER ENE. OF ENDWALL SHALL E CONSTRUCTED PARALLEL TO THE GRADE OF THE ROM. 4. COST OF BARS FOR CRICK CONTROL TO E INCLUDED IN PRICE BD PER CUBIC YARD CONCRETE. 9. IN NO CASE SHALL TOP E ENDWALL PROJECT MOVE FILE SLOPE, DITCH SLOPE, OR SHOULDER.5. HEADWALL TOE REVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT q. �'4" CHAFER MAY BE PROVIDED ON ALL EDGES AT MADFMTUER'S OPTIO OR WNGWALLS OCCUR. JO' 45- % NX VI ♦♦ ,\. ♦♦ J45 KM �1 ♦♦�` - -�K may♦ 4 9 THIS DESIGN TO BE USED WITH SKEWS 15- TO 37.30 2 W4 DEFORMED CRACK CONTROL BARS 30• SKEW ROM AND BRIDGESTANDARDS HEET 1 OF 2 REVISION DATE o THIS DESIGN TO E USED (WITH SKEWS 37.30-TO 45•) 2 W4 DEFORMED 045- 0 tK" CRACK CONTROL BARS -, 1\ 11 11 AREAS TO E 1 REVELED 11 -1 1 II II DIMENSIONS FOR BEVEL ON HEADWALL PIPE I.D. a 42" O'-4 " 46" 0'-5" 0'-4" 54" 0'-5 0'-4 e O'-6 0..5.. 66" 0'-7" 0'-S " 72" 0'- ]a" 0'-8 0'-6 " 84" 0'-8 0' 7" 90" 0'- 96•' 45° SKEW STANDARD ENDWALLS FOR PIPE CULVERTS 42" 96" CIRCULAR PIPES WITH 300 AND 450 SKEW e A•. �1Y 4• SECTION C-C 3 IT' SECTION B-B 3" 12" ; SECTION A -A SPECIFCATIOP REFERENCE i05 EW-75 CRACK \ FOR CONCRETE PIPE OR CORRUGATED METAL PPE PIPE I.D. a b 42" 0'_41 ., 0..31 " 48" 0'-5" 1 0'-4" 54•' o•-s •• o'-a '• 72" 0'-71 " 78•' 0._61 •. 0•_6 . e!" O'-8 " 0'.7" 516" 0'-10•' 1 01-8-- CRACK NOTES) 1. QUANTITIES GIVEN ARE FOR ONE ENOWALL. 2. PLEASE REFER TO STANDARD EW-2S, SHEET 101.08 AND 01,09, FOR ALL DMENSONS NOT LIVEN IN TABLES. 3. THIS ITEM MAY BE PRECAST OR CAST N PLACE 4. ON SHALLOW FILLS. WHERE ENDWALLS ARE 1' OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL E CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET $01.21. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE. OR SHOULDER. 7. THIS STANDARD TO E USED WITH SKEW MCLES FROM 37.30-TO 45'. 8. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED N PRICE BID PER CUBIC YARD CONCRETE. 9. HEA I TO E BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH NVERT AND WINGWALLS OCCUR. 1. BEVEL EDGE IS REOURED 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. FOR DETAILS OF HEADWALL BEVEL SEE STANDARD EW-2S, SHEETS 101.08 AND 101.09. 12. CHAFER MAY E PROVIDED ON ALL &ES AT MANUFACTURER'S OPTION. FRONT VIEW Z FOR CONCRETE PIPE D S SS TN FILL SLOPE f/x'I FILL SLOPE 211 OONCRETE N ONE DOUBLE ENDWALL CUBIC YARIDSICUBI INCREASE FOR EACH ADDITONAL PPE YARDS CONCRETE NONE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH ADDITIONAL WE CUR1C YDS, 12" 6'-0" 8'-5 13 5 1.]99 8.819 1.776 48" 6'-a` 9'-8" 15'-3 4 2.909 4] 9 2.225 T-8 e x 2909 10 13.9 9 2.878 60" 8'-5" 12'-0 19'- 2121 3.677 13.935 66" 9' -4 „ 13'-2 „ 20'-R " 4. 17.148 C 721, q'-2" 14'-4 " 22'-10 18.207 5.57} 20.953 5.524 70, 11--0" 15'-6 24'-9" 21.991 5,715 25.247 8.662 84" 11'-10" 16'-8 26'-7 26.158 8.006 JO.OB9 7.947 90, 12'-8" 17'-11" 28'-6 i 31.209 9.789 35.937 9.779 96" 13'-6- 19'-}/e' 30'-4T " 36.640 11.533 47212 11.523 FOR CORRUGATED METAL PIPE D S Sy TN5 FILL SLOPE 1I2:1 FILL SLOPE 2:1 CONCRETE IN ONE DOUBLE EI GWALL CUBIC YDS. NCEA9E FOR EACH ADDITIONAL PPE CUBIC YDS. CONCRETE NONE DOUBLE ENDWALL CUBIC YBS. INCREASE FOR EACH ADDITIONAL PIE CUBIC YDS. 12" 5-3 I" T-5 12'-9 B.J31 1.789 7.118 1J67 48" 6'-& 8'-6' 74'-2 7.866 2,262 8.900 2.236 54" 6'-9 9'-7 " 15'- ID, 0 2.949 11. 526 2 9 O 60" 7'-6 O'-8" 17'-8 12,144 3.755 N.] .717 66' B'-31 ' 1T- 1O'-6" 4.fi9D 1 4,646 ]2" 9'-0' 12'-9' 21'- 19.fi90 5,763 22.347 5.712 ]8" 9'-9 " 13'-I " 23'-0 23.757 8.974 27.003 6.9E 84. 0'-6 i 2!'-9 4" 26.347 8.350 32.265 5.284 90" It'-3 " 15--11 " 2B'-7• 33.500 10.007 38.292 9.91 86" 2'- i 1T-0 " 28'-! i' J9.4 99 11.815 45,031 11.790 ROM M`BPo�TMDARDS STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS REPERENCE" SHEET , of 1 EVSaN DATE 42" - 96" CIRCULAR PIPE WITH 45° SKEW as IOL20 VIRGINA DEPARTMENT OF TRANSPORTATION 302 ;COTT/R. C11UINS7 L1c. N0. 035791 a 7/19/21 O (� U/ a k Z n W m M O Z Z 0 _J J Q B1 Ur) Z W B`J1 I W GALAXIE FARM LANE GUARDRAIL & nr�l ITC "... InnnnnvnnnCnlTc r\nTAll N T n L WA Z1--1 I\ m L. CA z ILIJ W L / H1 z � yj I0 J Q V 1 j z vas O o O V J w J U li ui Q W W W CL 2 a uD JOB NO. 202194 SCALE AS SHOWN SHEET N0. 12 Structure Area (Acres) Cw t� (Min.) 24 0.00 0.90 5 26 0.00 0.90 5 28 0.62 0.50 5 30 0.16 0.70 8 32 0.12 0.50 12 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 0.28 0.50 5 z- / / �� 0 SCOTT LINS'Z U Lic. No. 035791,E 1 10/1/21 �SIONAL E�yG �Tc 9 min. - V 608TNW BG 505 BW WBG I• . • IIB S 96W SWBG I 5 8 z 504TW 4 BN 4 BG nn5 BW 0 / iiS��SJJSSS Z F �w YD-4D % a WALLA- - --- - YD-4 Enca J \ / / / I - ♦ D-4A � ♦ 06 / / �� / U) Tc=7 min 35' OF OLF 42B / z \ / / �� A ELEV.=7 42 / / / �� / W i - , 1 \I V� a � ♦ w�ARIE �URIE / ��i o�N O 40 w� Pl1 I / / BUFFERi 9D= � ♦ w � , v / ■� �� V� 11 ���w� /ate ��� ���� //Cj 0 min./ 70' 1OF OLF w 0 ELE .-4' I o9p „ // ■ 90 OF J CONC. Fw� ELEV.-15' \ - ( ••� WALLB- ■ LOW / -� \ V ',1 I I I - •. TA. W54 \ - 4]5- I i FOR OFFSITE RUNOFF AND l \ \ z i I I I \ \ ■ I �' I \ \ \ � �ONTRI UTINGDRAINAGEAREAS �� / I � S 1 / a]s / _ \. f n4 J TO THE NORTHERN BYPASS I 6c 2 in.OLF � � � I 36 � L � / = LB L , \ STORMS WER, SEE'DRAINAGE I - - ", c_ 1 1 TA. 4]4 '� \ \ \ I I \ MAP FOR B3;PASS STORM SEWER' I Iw� 4�ELEV 4 J \ 1 - �� 8 OF OLF4 / T�10 min. 12 m ohm ■ �. \ IUU OF OLF w/ 4 ELEV=5' es� _ 1 �,� ■ WALL - - ♦ • // 3� f 1 4 • • • • �, .a4 ,•- 30' OF CONC. FLOW w 4kLEV 532 5z ■ 63zBGB �'� ♦ • ��� \ / 18C 186 �� r " �A� � ■ � \ � � �� a - � �� ��� MTN YD-3F �', 626BW. i � ♦•� ��• � � � \ � � � � 8 � `_- - � J., �� `` L ' � rn LANE 534BW SZDBG 04B 4 ■ 5 520 SW SIB BW 5188 Slfi 1 504BG � 'V '. ss% � / / i. a�n ' � V �■ � V B� ---- - / ' TW / S16TW 514TW 512TW 51 5061�i-- 777 s �r B4BW \ YD-3E -- --- 51 G 28G 5088G SO6BG SO6B J x9tt - _ _ / 502 516 BW 610BG 1� 514 I YY \ - - - - --- z3 CO BRANCH : t - - - / O 1 32 _ j/ S AM n.�o�� cv - YD-3C ■ yti� YD-36 YD-3A _ I 0 OLF I o ^� / INTER MITE T r ELEV.=3'Ilk /I t.�0 W • I �� \.� nI . 51 �5 'aI b63 Spa pS SNA3 48 98.35 ,.. <9635 . r 5 'o \ � i �: O�V � ryO. 1� /" � 52B =p35 s>ea5 _ _ 50 -- �•• I %� � .9.35 � 66 9z _ W- W ., W • W �- � � g jt Bl a4,w � 4 CC LU Vf 44� � J • • f 506 YD-1 52 �I-. _ _. .'• I 686A \ Z T y s< m W -� _3 SIR. 24's ROOF OPD AINA E / I I I J/ / / 1-4 LL1r Ul -j 4 1 WAILE-SIA 5 S 5 �... --4yam, - 1`Jn Q � 490BG _488-- 48 IBC 1 \ '"l � M M �- M _ _ S�tL - S i � S > - - �l//I/ //�//� /.•'/ = _ j _ -_ � - � \\ _ /OROINN D Jt T\ I \ _4 f J CONGGE R TOJ14E SOUTHERN BYPASS - STOLM SEWER, SEE 'DRAINAGE \ 1 \ n MAP FOR BYPASS -STORM SEWER' O 4 w IJ w 0 w JOB NO. -�; ► / / 202194 - v AVM // GRAP IC SCALE SCALE o / so� 5 so oo zGG 111 � �\I ) IN FEE� SHEET N0. / / I \ nS 1 inch = 50 ft. / 13 Structure Area (Acres) Cw t, (Min.) 52B 0.30 0.50 5 YDI 6.66 0.20 23 COIA 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 11 14 0.28 0.90 5 RF24 0.06 0.90 5 RF44B 0.05 0.90 5 Il Design Year: 10 Project: Galaxie Farm TH 0 Job#: ##### Prepared by: FGM, PE '�y'" 0 SCOTT R. LLINS� L� Lic. No. 035791 � �� 8/30/21 o��ssIONAL E�Gt� PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe 15 E to r ' m Li 'm$ n 'E to a m E2! E a 'w E fi ` a 2 c �. m - F Q e e c E 0 i5 LL > Fa N w Q U U U F - Q U < < J N LL > LL K Pipe run: Sir. 52B - SWIM Facility Z O � a_ k 52B 52 0.30 0.50 0.150 0.150 5.00 6.67 1.00 1.00 512.25 512.11 27.9 0.01 0.0050 15 4.95 3.13 0.15 INLETS IN SUMP, DESIGN C sz soe 0.26 0.50 0.140 0.290 5.15 6.62 0.93 1.92 512.01 501.00 147.7 0.01 0.0746 s 9.11 9.86 0.25 (CURB SPREAD AND INLET SPREAD AND DEPTH) tU to SOB 50 0.20 0.45 0.090 0.380 5.40 6.54 0.59 2.49 500.90 500.76 27.8 0.01 0.0050 15 4A5 4.03 0.12 w M Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) J 50 48 0.26 0.45 0,117 0,497 5.51 6.50 0.76 3.23 500.66 491.07 159.3 0.01 0.0602 15 17.17 10.66 0.25 Mannin s Coefficient, n is 0.013 O O 48 46B 0.26 0.45 0,117 1.261 11.19 5.14 0.60 6.49 490.97 484.50 189.3 0.01 0.0342 15 12.94 10.55 0.30 Inlet dr01 Curb and Gutter Inlet - F- 46B 46 0.31 0.45 0.140 1.401 11.49 5.09 0.71 7.13 484.40 484.19 28.4 0.01 0.0075 1B 9.86 6.07 0.0B > Z w 46 44 0.27 0.45 0.122 1.522 11.57 5.08 0.62 7.73 484.09 480.55 68.4 0.01 0.0518 18 25.90 12.71 0.09 44 26 0.02 0.90 0.018 1.651 11.66 5.06 0.09 8.35 480.45 476.27 130.9 0.01 0.0319 18 20.32 10.86 0.20 N a _ 26 24 0.00 0.90 0.000 3.267 12.27 4.96 0.00 16.19 472.27 470.60 100.7 0.01 0.0166 24 31.58 10.05 0.17 g .X 24 SWM 0.00 0.90 0.000 3.287 12.44 4.83 0.00 16.18 470.50 470.25 42.0 0.01 0.0060 24 18.98 8.77 0.10fi a >' Q 8 cLU Pipe run: Sir. 48B - Sir. 48 �, D _`v vrn c c 4 o e .; v m a 10 N o`y v Y .. y 48B 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 ti 2 '@ g E ?; `m w y m 2 o. `m m t m E Pipe run: Sir. 44B - Sir. 44 a ¢ ti u CS O O vi y y rn w° v a r 44B 44 0.17 0.65 0.111 0.111 5.00 6.67 0.74 0.74 482.00 481.55 27.8 0.01 0.0162 15 8.91 4.33 0.11 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 Pipe run: Sir. 42B -Sir. 26 Right 0.03 0.70 0.021 0.08 0.00 0.08 0.005 0.020 2 0.083 4.1500 3.00 0.99 STR 8 Dp3C 6.0 combined flow 0.42 0.07 0,155 3.56 42B 42 0.64 0.45 0.288 0.288 5.00 6.67 1.92 1.92 483.69 482.97 144.E 0.01 0.0050 15 4.95 3.77 0.64 Left 0.49 0.62 0.304 1.22 0.00 1.22 0.005 0.020 2 0.083 4.1500 8.17 0.65 42 40 0.02 0.45 0.009 0.553 10.25 5.32 0.05 2.94 482.87 482.42 90.5 0.01 0.0050 15 4.85 4.19 0.36 Right 0.13 0.82 0.081 0.32 0.00 0.32 0.005 0.020 2 0.083 4.1500 4.97 0.88 40 38B 0.19 0.50 0.095 0.648 10.61 5.25 0.50 3.40 482.32 482.14 35.4 0.01 0.0050 15 4.95 4.32 0.14 STR 12 DI-3C 8.0 combined flow 1.5 0.15 0.326 7.46 38B 38 0.05 0.50 0.025 0.673 10.75 5.22 0.73 3.52 482.04 481.90 29.0 0.01 0.0050 15 4.95 4.37 0.71 Le R 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 38 36 0.13 0.45 0.059 0.732 10.86 5.20 0.30 3.81 481.80 480.45 109.5 0.01 0.0123 15 7.76 6.27 0.29 Right 0.19 0.90 0.171 0.68 o.00 0.68 0.005 0.020 2 0.083 4.1500 6.59 0.77 .--i 36 34 0.27 0.45 0.122 0.952 11.15 5.15 0.63 4.90 479.95 479.45 99.5 0.01 0.0050 15 4.95 4.60 0.36 STR 14 DF3C 8.0 combined flow 1.0 0.11 0.246 5.63 Left 0.06 0.90 0.054 0.22 0.00 0.22 0.005 0.020 2 0.083 4.1500 4.27 0.94 34 32 0.08 0.70 0,056 1,008 11.51 5.09 0.28 5.13 479.35 479.00 69.2 0.01 0.0050 18 &05 4.80 0.24 n'1 Right 0.04 0.90 0.036 0.14 0.00 0.14 0.005 0.020 2 0.083 4.1500 3.67 0.9700 32 30 0.12 0.50 0.060 1.068 12.00 5.00 0.30 5.34 478.90 478.50 20.7 0.01 0.0193 18 15.81 8.07 0.04 STR 18 DF3C fi.0 combined flow 0.4 0.06 0.140 3.21 30 29 0.16 0.70 0.112 1.306 12.04 4A9 0.56 6.52 477.50 477.31 27.8 0.01 0.0067 18 9.31 5.68 0.08 Le R 0.25 0.50 0.122 0.50 0.00 0.50 0.005 0.020 2 0.083 4.1500 5.86 0.83 28 26 0.62 0.50 0.310 1.616 12.12 4.98 1.54 8.05 477.21 472.37 107.9 0.01 0.0448 18 24.09 12.14 0.15 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 Pipe nun: Sir. 36B - Sir. 36 STR 28 DI-3C 8.0 combined flow 1.2 0.13 0.282 6.4fi 36B 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 Left 0.14 0.70 0.098 0.39 0.00 0.39 0.005 0.020 2 0.083 4.1500 5.35 0.86 Right 0.02 0.70 0.014 0.06 0.00 0.06 0.005 0.020 2 0.083 4.1500 2.58 0.99 Pipe run: Sir. 14- Out STR 30 DI-3C 6.0 combined flow 0.4 0.07 0.162 3.72 14 12 0.28 0.90 0.252 0.252 5.00 6.67 1.68 1.68 463.86 461.61 35.7 0.01 0.0631 15 16.23 8.37 0.07 LeR 0.11 0.45 0.050 0.20 0.00 0.20 0,005 0.020 2 0,083 4,1500 4.14 0.94 07 12 OUT 0.62 0.50 0.310 0.562 11.00 5.18 1.60 2.91 459.10 457.10 20.6 0.01 0.0972 15 20.14 11.50 0.03 Right 0.16 0.45 0.072 0.29 0.00 0.29 0.005 0.020 2 0.083 4.1500 4.76 0.90 Pipe run: Yard Drain #1 - Out STR 36 DI-3C 6.0 combined flow 0.5 0.11 0.236 0.22 YD1 C01A 6.66 0.20 1.332 1.332 23.00 &70 4.93 4.93 516.50 512.75 102.8 0.01 0.0365 12 7.37 10.01 0.17 Left 0.15 0.50 0.075 0.30 0.00 0.30 0,005 0.020 2 0.083 4,1500 4.84 0.89 I� Right 0.14 0.50 0.070 0.28 0.00 0.28 0.005 0.020 2 0.083 4.1500 4.71 0.89 Cun: OUT 0.00 0.90 0.000 1.332 23.17 3.68 0.00 4.93 512.75 496.00 134.5 0.01 0.1245 12 13.62 15.84 0.14 I0) STR 40 DI-3C 6.0 combined flow 0.8 0.09 0.193 4.42 Pipe run: Yard Drain #2-Str. 30 Left 0.37 0.45 0.167 0.67 0.00 0.67 0.005 0.020 2 0,083 4,1500 6.52 0.78 VD2 30 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 Right 0.27 0.45 0.122 0.49 0.00 OAS 0.005 0.020 2 0.083 4.1500 5.79 0.84 N Pipe run: Yard Drain #3F - Sir. 48 STR 428 DI-3C 8.0 combined flow 1.2 0.12 0.269 6.15 YD3F YD3E 0.12 0.40 0.048 0.048 10.00 5.37 0.26 0.26 523.75 521.25 72.4 0.01 0.0345 12 7.17 4.11 0.29 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 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 STR 22B DF38 6.0 combined flow 0.4 0.10 0.211 4.84 YD3D YD3C 0.15 0.40 0.080 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 1.54 513.33 506.25 113.1 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 N 7 Pipe run: Yard Drain #4E - Sir. 42 M YD4E YND 0.06 0.40 0.024 0.024 5.00 6.67 0.16 0.16 492.33 492.19 27.5 0.01 0.0050 8 0.93 1.98 0.23 CN YND C04C 0.14 0.40 0.056 0.080 9.00 5.58 0.31 0.45 492.19 491.89 61.5 0.01 0.0050 8 0.93 2.61 0.39 N J C04C YD4B 0.00 0.90 0.000 0.080 9.39 5.50 0.00 0.45 491.89 491.58 61.7 0.01 0.0050 8 0.93 2.61 0.39 0- YD4B YD4 0.16 0.40 0.064 0.144 9.79 5.41 0.35 0.78 491.58 491.24 55.2 0.01 0.0061 8 1.02 3.22 0.29 Q , ^ YD4 42 0.19 0.40 0.076 0.256 10.07 5.35 0.41 1.37 491.24 486.00 92.3 0.01 0.0568 8 3.12 8.61 0.18 z > Q z Pipe nun: Yard Drain #4A - Yartl Drain #4 O YD4A YD4 0.09 0.40 0.036 0.036 5.00 6.67 0.24 0.24 491.50 491.24 52.0 0.01 0.0050 8 0.93 2.20 0.39 W �1 Q � Z) W c�c G z QU F�LUr� Q LL LJ LU z H� ~ X U1 a42 42 0 w J zV / W W J~ W Q N O w a ]OB N0. 202194 SCALE N/A SHEET NO. 15 INLET OUTLET WATER to Do Q. St. He JUNCTION LOSS FINAL INLET WATER RI11 11 15 9 15 M STATION SURFACE ELEV ZW H SURFACE ELEV. ELEV V. Ho Qg� Vm, Q,*Vi Vi/2g Hy ANGLE Hp Ht 1.3Ht .SHt 491.77 52.00 8.00 0.24 0.00 0.02 2.20 0.02 YD4A 0.00 90.00 0.00 0.02 0.02 N/A 0.04 491.82 492.67 486.53 92.30 8.00 1.37 0.01 1.01 8.61 0.29 YD4 0.78 3.22 2.51 0.16 0.06 90.00 0.11 0.46 0.59 N/A 1.61 488.14 493.00 491.77 55.24 8.00 0.78 0.00 0.20 3.22 0.04 YD4B 0.45 2.61 1.16 0.11 0.04 96.00 0.07 0.15 0.20 N/A 0.39 492.17 493.75 492.17 61.73 8.00 0.45 0.00 0.07 2.61 0.03 C04C 0.45 2.61 1.16 0.11 0.04 173.00 0.07 0.14 0.18 N/A 0.25 492.42 498.00 492.42 61.51 8.00 0.45 0.00 0.07 2.61 0.03 YD4D 0.16 1.98 0.32 0.06 0.02 171.00 0.04 0.09 0.12 N/A 0.19 492.61 493.50 492.73 27.46 8.00 0.16 0.00 0.00 1.98 0.02 YD4E 0.00 131.00 0.00 0.02 0.02 N/A 0.02 492.75 493.50 495.05 90.86 12.00 2.83 0.01 0.49 10.14 0.40 YD3 2.68 9.48 25.36 L39 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 9.81 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 L10 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 0.26 4.11 1.06 0.26 0.09 169.00 0.18 0.39 0.51 N/A 0.53 521.43 523.25 522.05 72.44 12.00 0.26 0.00 0.00 4.11 0.07 YD3F 0.00 155.00 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 0.22 450.76 483.00 496.80 134.51 12.00 4.93 0.02 2.19 15.84 0.97 COIA 4.93 10.01 49.30 1.56 0.54 0.00 0.00 1.52 1.97 N/A 4.16 500.96 515.75 513.55 102.78 12.00 4.93 0.02 1.67 10.01 0.39 YDl 0.00 117.00 0.00 0.39 0.51 N/A 2.18 515.73 519.50 458.10 20.58 15.00 2.91 0.00 0.04 11.50 0.51 12 1.68 8.37 14.06 1.09 0.38 0.00 0.00 0.89 1.16 0.58 0.62 458.72 470.75 462.61 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 0.20 462.81 470.75 481.58 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 0.03 481.61 487.13 474.23 107.93 18.00 8.05 0.01 0.54 12.14 0.57 28 6.52 5.68 37.06 0.50 0.18 97.00 0.35 1.10 1.43 0.71 1.25 475.49 484.43 478.51 27.84 18.00 6.52 0.00 0.09 5.68 0.13 30 5.34 8.07 43.10 1.01 0.35 90.00 0.71 1.19 1.54 0.77 0.86 479.37 484.43 479.70 20.68 18.00 5.34 0.00 0.05 8.07 0.25 32 5.13 4.80 24.59 0.36 0.13 111.00 0.25 0.63 0.82 0.41 0.45 480.15 484.38 480.20 69.19 18.00 5.13 0.00 0.14 4.80 0.09 34 4.90 4.60 22.54 0.33 0.11 173.00 0.23 0.43 0.56 0.28 0.42 480.62 485.75 480.62 99.52 15.00 4.90 0.00 0.49 4.60 0.08 36 3.81 6.27 23.87 0.61 0.21 149.00 0.43 0.72 0.94 0.47 0.96 451.58 487.17 481.58 109.54 15.00 3.81 0.00 0.32 6.27 0.15 38 3.52 4.37 15.37 0.30 0.10 160.00 0.21 0.46 0.60 0.30 0.63 452.21 490.76 482.90 28.96 15.00 3.52 0.00 0.07 4.37 0.07 38B 3.40 4.32 14.71 0.29 O.10 101.00 0.20 0.35 0.49 0.25 0.32 483.22 490.76 483.22 35.38 15.00 3.40 0.00 0.08 4.32 0.07 40 2.94 4.19 12.33 0.27 O.10 118.00 0.19 0.36 0.47 0.23 0.32 483.54 489.48 483.54 90.53 15.00 2.94 0.00 0.16 4.19 0.07 42 1.37 8.61 11.81 1.15 0.40 138.00 0.81 1.28 1.66 0.83 0.99 484.53 491.03 484.53 144.64 15.00 1.92 0.00 0.11 3.77 0.06 42B 0.00 166.00 0.00 0.06 0.07 0.04 0.14 484.67 489.85 482.55 27.56 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 27.58 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 16.19 0.00 0.18 6.77 0.18 24 16.19 10.05 162.69 1.57 0.55 0.00 0.00 0.73 N/A 0.36 0.55 472.40 479.42 472.40 100.72 24.00 16.19 0.00 0.44 10.05 0.39 26 8.05 12.14 97.71 2.29 0.80 107.00 1.60 2.80 N/A 1.40 1.84 474.23 486.19 477.47 130.91 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 2.72 450.19 488.77 481.75 68.38 18.00 7.73 0.00 0.32 12.71 0.63 46 Z13 6.07 43.30 0.57 0.20 175.00 0.40 1.23 1.60 0.80 1.11 482.56 491.37 485.39 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 1.96 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 ]0.02 0.25 0.09 178.00 0.18 0.71 0.92 0.46 0.80 492.57 507.61 501.76 27.83 15.00 2.49 0.00 0.04 4.03 0.06 SOB 1.92 9.86 18.93 1.51 0.53 94.00 1.06 1.65 2.14 1.07 1.11 502.87 507.80 502.87 147.65 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 27.55 15.00 1.00 0.00 0.01 3.13 0.04 52B 0.00 94.00 0.00 0.04 0.05 0.02 0.03 513.14 519.02 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Intensi INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet O. S, � � � O a � � @ 6 u E Q U U C1 O O r ; S_ y to N ; N rq H w° Left 0.12 0.70 0.084 0.55 11 0.00 0.55 0.005 0.020 2 0.083 4.1500 8.05 0.62 Righl 0.03 0.70 0.021 0.14 11 0.00 0.14 0.005 0.020 2 0.083 4.1500 3.60 0.98 STR 8 DF3C 6.0 combined flow 0.88 0.10 0.215 4.92 Le 0.49 0.62 0.304 1.97 0.00 0.00 1.97 0.005 0.020 2 0.083 4.1500 9.80 0.58 Righl 0.13 0.82 0.081 0.52 0.00 0.52 0.005 0.020 2 0.083 4.1500 5.88 0.63 STR 12 D43C 8.0 combined flow 2.5 0.21 0.450 10.31 LeR 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 Righl 0.19 0.90 0.171 1.11 0.00 1.11 0.005 0.020 2 0.083 4.1500 7.90 0.87 STR 14 D43C 8.0 combined flow 1.6 0.16 0.340 7.78 LeR 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 Ri hl 9 0.04 0.90 0.038 0.23 0.00 0.23 0.005 0.020 2 0.083 4.1500 4.41 0.92 STR 18 DF3C 6.0 combined flaw 0.6 0.09 0.194 4.44 Left 0.25 0.50 0.125 0.81 0.00 0.87 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 DF3C 8.0 combined flow 2.0 0.18 0.390 6.93 Left 0.14 0.70 0.088 0.84 0.00 0.64 0.005 0.020 2 0.083 4.1500 8.41 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 DF3C 8.0 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 4.86 0.68 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 D43C 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 0.140.070 0.48 0.00 0.48 0.005 0.020 2 0.083 4.1500 5.85 0.64 STR 40 D43C 6.0 combined flow 0.9 0.12 0.266 6.11 Left 0.37 0.45 0.187 1.08 0.00 1.08 0.005 0.020 2 0.083 4.1500 7.62 0.71 Right 0.27 0.45 0.122 0.79 0.00 0.78 0.005 0.020 2 0.083 4.1500 6.95 0.75 STR 42B DF3C 8.0 combined flaw 1.9 0.17 0.371 8.51 All 0.18 0.85 0.104 0.86 0.00 0.88 0.005 0.020 2 0.083 4.1500 8.58 0.79 STR 22B DF3B 8.0 combined flow 0.7 0.13 0.292 8.89 STRUCTURE DRAIN BYPASS STORM SEWER TH OV, (NOTE: SEE PREVIOUS SHEET FOR INLET THROAT SIZING) o Gl SCOTT R. LLINS� L� Lic. No. 035791 �0 8/30/21 s10NAL E,Gt- Z O a k Z w M O Z Z N � O Q to j z W � Design Year: 10 Project: Galaxie Farm Job #: 202194 Prepared by: FGM, PE H �W/ li N 0 M 0' z N W o z a W N J Z � oz z O Q (n ZD W d 0 z Q� � Q < Ll.l LU W z w I� r-r X � a� J w U Z (r< V w w J~ w 00 U0 0 N W Lu o w a U0 JOB NO. 202194 SCALE N/A SHEET NO. 16 AGE DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. in. LENGTH* ft SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 52B DI-3B CG6 8' 519.02 VDOTSTD. IS-1 REQ'D 52A 15 27.85 0.50% 512.25 512.11 HDPE 52 DI-3B CG6 10' S18.90 VDOTSTD. IS-1 REO'D 51 15 147.65 7.46% 512.01 501.00 HDPE 50B DI-3B CG6 8' 507.80 VDOTSTD. IS-1 REQ'D SOA 15 27.83 0.50% 500.90 500.76 HDPE 50 DI-3B CG6 8' 507.61 VDOTSTD. IS-1 REQ'D 49 15 159.34 6.02% 500.66 491.07 HDPE 48 DI-3B CG6 8' 498.78 VDOTSTD. IS-1 REO'D 47 15 189.29 3.42% 490.97 484.50 HDPE 46B DI-3B CG6 6' 491.55 VDOTSTD. IS-1 RECYD 46A 18 28.35 0.75% 484.40 484.19 HDPE 46 DI-3B CG6 8' 491.37 VDOTSTD. IS-1 REO'D 45 18 68.38 5.18% 484.09 480.55 HDPE 44 DI-3B CG6 4' 488.77 VDOTSTD. IS-1 REO'D 43 18 130.91 3.19% 480.45 476.27 HDPE 26 MH-1 - - 486.19 VDOTSTD. IS-1 REO'D 25 24 100.72 1.66% 472.27 470.60 HDPE 24 MH-1 - - 479.42 VDOTSTD. IS-1 RECYD 23 24 41.97 0.60% 470.50 470.25 HDPE 48B DI-3B CG6 8' 498.82 VDOTSTD. IS-1 REO'D 48A 15 27.88 0.50% 491.86 491.72 HDPE 44B DI-3B CG6 8' 488.76 VDOTSTD. IS-1 REO'D 44A 15 27.86 1.62% 482.00 481.55 HDPE 42B DI-3C CG6 8' 489.85 VDOTSTD. IS-1 REQ'D 42A 15 144.64 0.50% 483.69 482.97 HDPE 42 DI-3B CG6 4' 491.03 VDOTSTD. IS-1 RECYD 41 15 90.53 0.50% 482.87 482.42 HDPE 40 DI-3C CG6 6' 489.48 VDOTSTD. IS-1 REO'D 39 15 35.38 0.50% 482.32 482.14 HDPE 38B DI-3B CG6 6' 490.76 VDOTSTD. IS-1 REO'D 38A 15 28.96 0.50% 482.04 481.90 HDPE 38 DI-3B CG6 6' 490.76 VDOTSTD. IS-1 REO'D 37 15 109.54 1.23% 481.80 480.45 HDPE 36 DI-3C CG6 6' 487.17 VDOTSTD. IS-1 RECYD 35 15 99.52 0.50% 479.95 479.45 HDPE 34 DI-3B CG6 6' 485.75 VDOTSTD. IS-1 RECYD 33 18 69.19 0.50% 479.35 479.00 HDPE 32 DI-3B CG6 4' 484.38 VDOTSTD. IS-1 REO'D 31 18 20.68 1.93% 478.90 478.50 HDPE 30 DI-3B CG6 6' 484.43 VDOTSTD. IS-1 REO'D 29 18 27.84 0.67% 477.50 477.31 HDPE 28 DI-3C CG6 8' 484.43 VDOTSTD. IS-1 REO'D 27 18 107.93 4.48% 477.21 472.37 HDPE 36B DI-3B CG6 6' 487.13 VDOTSTD. IS-1 REO'D 36A 15 28.06 0.75% 480.41 480.20 HDPE 14 DI-3C CG6 8' 470.75 VDOTSTD. IS-1 REQ'D 13 15 35.68 6.31% 463.86 461.61 RCP3 12 DI-3C CG6 8' 470.75 VDOTSTD. IS-1 RECPD 11 15 20.58 9.72% 459.10 457.10 RCP3 YD1 Yard Drain Inlet 24" 519.50 YD1-001A 12 102.78 3.65% 516.50 512.75 HDPE C01A Cleanout - 515.75 C01A-OUT 12 134.51 12.45% 512.75 496.00 HDPE YD2 Yard Drain Inlet 18" 483.00 YD2-30 8 42.00 1.79% 480.75 480.00 HDPE YD3F Yard Drain Inlet 18" 525.75 YD3F-YD3E 12 72.44 3.45% 523.75 521.25 HDPE YD3E Yard Drain Inlet 18" 523.25 YD3D-YD3D 12 41.61 2.76% 521.25 520.10 HDPE YD3D Yard Drain Inlet 18" 522.10 YD3D-YD3C 12 77.72 8.71% 520.10 513.33 HDPE YD3C Yard Drain Inlet 18" 515.33 YD3GYD36 12 113.08 6.26% 513.33 506.25 HDPE YD3B Yard Drain Inlet 18" 508.25 YD3B-YD3A 12 91.31 4.93% 506.25 501.75 HDPE YD3A Yard Drain Inlet 18" 503.75 YD3A-YD3 12 52.00 4.81% 501.75 499.25 HDPE YD3 Yard Drain Inlet 18" 501.25 YD3-48 12 90.86 5.50% 499.25 494.25 HDPE YD4E Yard Drain Inlet 18" 493.50 YD4E-YD4D 8 27.46 0.50% 492.33 492.19 HDPE YD4D Yard Drain Inlet 18" 493.50 YD4D-004 8 61.51 0.50% 492.19 491.89 HDPE C04C Cleanout - 498.00 C04GYD4B 8 61.73 0.50% 491.89 491.58 HDPE YD46 Yard Drain Inlet 18" 493.75 YD4B-YD4 8 55.24 0.61% 491.58 491.24 HDPE YD4 Yard Drain Inlet 18" 493.00 YD442 8 92.30 5.68% 491.24 486.00 HDPE YD4A Yard Drain Inlet 18" 492.67 YD4A-YD4 8 52.00 0.50% 491.50 491.24 HDPE PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe c = � � � m d � d 8 j _v E m o � i? � � U = m rn o E o '� E E 1< � c L° � Pipe run: ES-1 - Out ES-1 8 15.80 0.55 8.580 8.580 17.00 4.29 38.83 45.70 484.80 479.50 297.1 0.01 0.0172 30 58.28 13.11 0.38 8 6 0.15 0.70 0.105 8.685 17.36 4.25 0.45 46.15 479.40 475.75 1fi2.0 0.01 0.0225 30 6fi.65 14.64 0.18 8 4 1.11 0.35 0.389 9.074 17.58 4.23 1.84 47.79 475.85 474.74 51.9 0.01 0.0175 30 58.78 13.32 0.08 4 2 21.60 0.25 5.400 20.141 24.63 3.57 19.27 57.00 474.64 471.30 197.E 0.01 0.0169 30 57.77 13.41 0.25 2 OUT 0.00 0.45 0.000 23.741 24.86 3.55 0.00 77.93 468.80 468.25 36.0 0.01 0.0153 36 69.38 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 23.52 464.50 481.99 38.3 0.01 0.0855 18 29.12 18.33 0.03 18 18 0.10 0.90 0.090 5.688 24.23 3.60 0.32 23.52 481.89 477.44 181.1 0.01 0.0278 24 40.72 13.37 0.20 i6 4 0.00 0.90 0.000 5.fi66 24.43 3.58 0.00 23.52 477.34 474.74 138.4 0.01 0.0188 24 33.60 11.53 0.20 Pipe run: Str. 188- 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 14.68 4.16 0.17 Pipe run: Str. 22 Str. 18 22 22B 0.55 0.45 0.248 0.248 5.00 6.67 1.65 1.65 463.45 483.02 55.7 0.01 0.0077 15 6.14 4.22 0.22 22B 20 0.18 0.85 0.104 0.352 15.00 4.55 0.47 1.85 462.92 482.84 25.2 0.01 0.0110 15 7.34 4.81 0.09 20 18 0.05 0.30 0.015 0.367 24.00 3.82 0.05 1.65 482.54 481.99 61.3 0.01 0.0090 15 6.64 4.42 0.23 INLET OUTLET WATER � D. Q° Sfo Hf JUNCTION LOSS FINAL INLET WATER R -OW PT. STA: 17+10.37 LOW PT ELEV: 488.o9 VERTICAL GRAPHIC SCALE 495 490 R :• 475 470 465 46o PVI STA:ii PVI ELEV LV BVCS: i1 BVCE: EVCS: is EVCE: r&4 0 0 PVI STA: 27+94.00 O N t PVI STA:i5+58.86 kD m o ri PVI ELEV: 487.12 00 �00 PVI ELEV:489-47 00 H + 00 a K:z6.37 + a + a K:z3.58 + a H LVC: 220.00 HLLJ i LVC:200.00 A Lj u,>,l um uW um W m W m k% EXISTING GRAD - PROPOSED / \ VDOT TD. CD z PROPOSED 0 N VI STA: i3+5o.0 0 VDOT ST . CD-i \ / ROP SED \ + a K: 28.69 + a / VDOT STD. CDs \\ H LVC: 5o.00 � `u N / \ > w m 00 OW PT ELEV: 470.69 \ W o+ PVI S : ii+6 .00 0 0 0 7 4 8% v .+ PVI ELEV: 46 .72 N ry PROPOSED- + a K: 28.32 + a Li PROPOSED " CL. DI W/L DOTS D. CD- N ' LV : i5o.o ° u IN ARY JA KSON COURT w > z P OPOS D 00 N R AD C/L w PRO OSED VDOT TD. CD i GALA IE FARM LANE CA. STA. 15+4 PROPOSED VARY JACK ON COURT /L, S A. 12 27 VDOT STD.CDz / -z.00 PVI ST :ioi-rc.00 PVI EL V:473 8 5 / K:47.9 LVC:ro.00 BVCS: 10+25. o wo x// BVCS: 473.78 EVCS: o+ .o EVCE: 72.52 i i P POSED XISTIN PROPOS D HEADWALL FOR @ HEADWALL FOR 9RADE 60" C LVERTS ROAD C/L 48" CUL ERTS W W T m 00 0. W 01 M O N N L!1 M L!1 .t n N 9 � O W W O Ol 00 ci ^ Q. N O N J J ry S 00 00 ry ry 0 n S O ,m^ l0 m 01 m kD ^ W W Ol d a, 01 rl 01 00 O1 00 00 OD 00 00 00 00 W 00 0) 00 00 0) 00 00 CO 00 cl 00 n n n n S ^ ID ry D n lD H ^ � O ^ l0 O n W rl n lD ^ n ^ W W 19+50 19+00 18+5o 18+oo 17+50 PVI STA:21+24.o8 PVI ELEV:491.10 K:16.67 5O0 LVC:so.00 17+00 16+50 16+oo 15+50 15+00 14+50 14+00 13+50 GALAXI E FARM LANE 500 00 0 v1 O W 0 -�� 0)S + 0) \ i PROPOSED EXISTING 495 u u ROAD C/L GRADE 495 _ 490 0% a.00% 490 +2S.00 oo� y88.Sz PROPOSED PROPOSED 6" z zo. 0 VDOT STD. CD z CL. 52 DI W/L PROPC SED 6" C TYPE A B.O. 1+20.00 ASSEN BLY 489.02 485 5 8 4 5 1+20.00 489.O2 STR. 42A (1.2' DRNG.-W/L) ROPOSE 6" G.V. 48o 480 PROPOSE 8"x6" TEE, (i) 6" G.V. & () COMPLETE FIRE HYDRANT ASSEMBL )POSED8"x6" TEE, (i) MARIE CURIE COURT CA STA. 10+0 = MARY JACK ON COURT /L, STA. 10d 6" G.V. & (z) 8" G.V. 94 475 470 470 W O N m Ln lD .t 00 l0 m m J IOLUUJ W �0) �01 6Oml O0) O01 O m 0) c 00d 0) Cc W 9+50 10+00 10+50 11+00 11+50 12+00 MARIE CURIE COURT 12+50 13+00 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 PVI STA:12+50.00 PVI ELEV:490.40 K:z5.00 LVC:So.00 CD 0 O V1 O Ob PVI STA:10+72.50 s + s a +ry PVI ELEV:488.3.5 N N Lu K:iS.00 PVI STA:ii+84.17 Ji U Lri U LVC:45.00 PVI ELEV:489.74 U m U w J Soo K.3.33 m >, Soo p m p LVC: 0.00 Lil 00 00 BVCS: ii 79.17� a o o BVCE: y 9.84 J H � EVCS: 11 89.i7 u m u EVCE: 9.7g Q 495 m w PROPOSED `` 495 A PROXIMATE 1 VDOT E TD. CD z Ld LC CATION OF PROPOSED 8"x8" CROSS a EXISTING 012" WITH AN "x6"REDUCER, a DIP W/L (z) 8" G.V. & (1) 6" G.V. OC/L OSED 1 �ROAD 490 i.00 .00% .00 - / 490 20 PROPOSED 0 DOT STD. CD- P *0'(D z z � za _ PROPOSED OTSTD. CD i485 485 AVINITY ESTATES ai EMER ENCY ACCESS / 1.0' PROP 8" (DRNG.- PPROXIMATE 9 1.0 CL' S / J/ L W/) OCATION OF \ PROPOSED (z) 6" 450 480 XI STING 08" (DRNG.- \ BENDS TO A6"G.V.&6" 48o SANITARY SEWER W TYPE A B 0. ASSEMBLY 1. 1' DRNG.-W/L) ( 45 � 4.9' (S/L W/L) 5 4 VERA UBIN PLACE C/L. STA. 11+68= EXISTING MARY ACKSON COURT C/L, STA. 16+28 475 GRADE 475 ww m _F a 0 °, m m d Ln 0 ry W W � Z al 00 00 01 rl 00 .t 00O n O W LL z It It 9+50 10+00 10+50 11+00 11+50 12+00 12+50 VERA RUBIN PLACE 13+00 13+50 14+00 495 490 485 475 470 465 46o ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 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, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. SCOTT/R. CC?LLINSZ Lic. No. 035791,E A 10/1/21�� z 3 Z J o D a � 0 z wQ K O Z o > Vl w CO J W z Ce Qu z W z z w ul z J J 0 u z Q J (n w 0 LL Q p 0 G LL Z) Lu 06 I­4 Q Q O J 0C U H Lu O w w a U) JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H SHEET NO. 17 525 520 525 520 505 Soo 495 490 485 48o 475 470 L,0 F L n VISTA: 1+75.0 6 VI ELE 20.1 N N ^ K:1 .a4 N N in v LVC: 5.00 N Lu Lu > v > w m PROPOSED D VI STA: o+ o.o DOTS D. CD-3 °o VI ELE :510.3 7/7N 1 N N '^ K:1z .y0 $ + o '^ W LVC: oo.00 0 N W Uw Um W \ m PROP SED 8" TYPE A B.O. ASSEMBLY \ \ P OPOS D 8"x6' TEE, (1 SzA \ \ L9 Cq I VI ELE g+z5.o :5o1.y L, O 1.0' G.V. (1)CO PLETE m + o 0 K: 3 + 0) .16 W/L) LVC: z5.00 v \ U W uLu m m \ VERA kUBIN PLACE C L STA. 11+68 O0o MARY JACKS N COURT C L, ST . 16+28 PROPOSED \ VDOT TD. CD 1 °o L PVI TA:11 10.00 m 6 PVI ELEV:4 8.30 6 'i VC:80. o v S0A w m 1.0 DRNG. PVI STA:1 +07.90 I ELE :486.34 - - - / \ K.z.So PROPOSED 8" o o) VI ELE 8 1 y 7. 6 k6 li It a 00 P I ELEV 8 68 4 3 00 L :1o.00 / PROPOSED CL. 5 DI W/L 0 00 K:5 .87 O ao a a K:31. 5 ,i +, VCS:1 +02.90 / PROP SED 8" 6" TEE, ROAD C/L 00.00 vi BVCE: 486.44 . 2 � w � > m > w > m VCS:1 +12.90 W m W m EVCE:486-44 6" G.W. & (1) OMPLE TE / o° y8A RE HYDRANT SSEM LY / 50 DRNG. / PROP SED W/L) PROPOSED / VDOT TD. C -z VDO STD. C D-2 / PROPOSED / 46A 7 �Tl PROPOSED 8" DOTS D. CD-1 / z. 0go 5° W/L BEND 0% 1 -z 00% PRCIPOSED8"TYPI A G.V. 77// 7/ B.O ASSEN IBLY & I" f/ T � PR POSE 8"x8" ROSS9W/I 44A WI H AN 8'x6" RE UCER, 38Az) 8" G V. & (1) " G.V.�- 253.2DRNG.4.4' (S/L 14 / 29 / 36A W/L) 10 5 EXISTI G 1• IL / GRADE DRNG.-W/L) 1 131a 6.0' (S/L- /L) / PROPOSED 8"x6' TEE, (1 7 6' (S L-W/) 11-1 " G.V. & W CO PLET FIRE HYDR NTAS EMBL G LAXIE FARM LANE C L TA. 1 +42 MARE CURIE CO RT C L ST 10+ 0= J CKSON C/L, STA. 2+27 JAC SON /L, S A. 10 94 MARY MAR W W Pit 0) rl 00 M 00 H O In N M l0 ^ 0) �n O H M CO N 'i 00 M O O 'i O H ^ O N 00 0) ID Ll 0 O 00 M 0) M M �} Ln 00 1•i 6 N M �} ^ 1� N M k6 W H � lD 1l N 00 O 01 O ^ M � H ci M n S 0) N M In W Ol O 00 W W rl N rl e•I rl O rl W CI S rl O O l0 O M Ol O Q) OD 00 OD d Du N W O I� 01 F I� n �.t l6 n Li) n �t n S W Li, 00 l6 0) l6 01 n 0) 00 Ol ei O ('%f l7 l7 Vl iNn lNn vl V1 Ln L1 Ln Ll `t Ll .t `t It d .t d `t � d It S It It d �t S d d d It d d d 'tt W LL 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+oo 17+50 17+00 16+50 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+50 495 •U 485 me 475 470 O 2 2 � 0 Q� Q O LL LL 01 a)1 O °i "t N'N N 't 00 00 - u, m'O'O It 00d 00 1OIt 0 PROPOSED L+n go O N Z Z p GRAD n"'t Z Z o 2LnnE zzz 2LnnE zz z - 7/7 4 / FILL, TYP. 45 (1.4' 8" DIP 156.43 LF Qa 1.68% EXI TING GRADE O O M ~ Q7 l0 J J W w 000 0 00 o 00 o� 00 m 00 � 0) d 0 It W LL 2+25 2+00 1+50 1+00 0+50 0+00 MH10-MH5 495 490 485 /L- W/L) 480 475 470 MARY JACKSON COURT 25 MPH DESIGN SPEED 500 w w N Soo Q N W W H J J= OOH 1n J2g// 0000, 220 "" ° N N a LL LL LL� EXISTING a w� °� 495 2 i a � r � ' � \ GRADE _ - � ° � 495 / _/ / Y 22 000 � M / O) Ql 1" n .t \ i//?�� . a LnCO aaaH \ + a a z z N .� O rl 1"d N ci Z Z Z \ _< 2 > > > LL LL ^ M 00 00 1" H N O 00 \ _ 21nE ZZZ a O> 21nE Z 2 490 ko L6~ 1n v ar » 2 1n a zzz 490 N m z O ROPOSED _ z z z iLng-- GRADE 485 485 8" CL. 52 DIP W/L o z 8" CL. 52 DIP (6.0' S/L W/L) /L (7.6' /L-W/L) STR. 37 480 (2.9' DRNG. S/L) 480 0 o 8" DIP 8" SDR-26 PVC z91.o7 LF @a 0.50% 475 72.17 LF @a 0.50 1 475 35 (3.6' DRNG. S/L) 8" DIP w II w II Ll N m 78.4o LF Qa 5.85% o N o ON 470 m m J OT 470 M O0 N N O W W 00 r` m 00 N O n 0) ,y M W J J W W 000 0n 0) 0 Cl 00 Ol 00 0) 00 0) O m rl OMl O M O m O1 It d S S S S 4- S 3 3 3 0 W LL -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 MH13-MHi 3+50 4+00 4+50 5+00 50 VERTICAL GRAPHIC SCALE 525 I 1 SCOTT/R. C>1LLINS'Z U Lic. No. 035791,E 10/1/21 ,0j 520 515 510 505 500 495 485 475 470 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. z 3 Z J O D 2 a25 0 z wQ K O z O Ln Vl w ca H U, J W z Qu Z t` M m ('V M W N z w "O Q J cn 0- W Z 0 W L~L Q O Z L.L J Q r-i x LL Z) w as II Q ul Z W V J� W J� 00 O 20 w H J 0 W J■ W a V)) JOB NO. 202194 SCALE zoo 1 =5 (V) 1"=50' (H) SHEET NO. 18 520 515 510 505 500 495 490 475 LAI 465 46o 458 MH8 7/Thp, STA:0+03-59 [vx7/// -7� INV IN. 510.28 FROM MH9 VERTICAL G AP IC SCAL MHg 5 0 s5 5 10 20 STA:12+38.88 5-RIM:523..26 INV OUT. 520.08 TO MH7 R I M:521.97 IN FEET INV OUT. 5is.00 TO MH8 inch = 5 ft. HORIZONTAL GRA HIC SCALE / 50 0 25 50 00 00 MH7 o \ STA:8+30.35 RIM:501.22 ( IN FEET ) inch = 50 ft. INV IN. 489.88 FROM MH8 INV IN. 489.88 FROM LATERAL INV OUT. 489.68 TO MH6 -� 8" DIP XISTIN 92-53 LF @a 0.75% GRAD Lu ^ x J I O �lb Bpp�F ILL U- O �6A ,o Ip (� my aka �H0003 ga P OPOS D ^Lj+ttF 1D w z z 0 RADE ,p g,n�z__zz i v O O N a m w p x x 0- Q 0 0 0) 00 d W W x= m N Y 0 o i 0 �� �nm tSF L, Otzz 0 OH 20 C ~ 0 W W m �n< 2 > > > MH4 LL `p n ri ri a �n W 0 g V) E z z z - - - STA:5+15.35 a c 000 a r RIM:488.85 00� 0- F o N 00 z z M) /7/4 INV IN. 475-54 FROM MH5 ? + 00 x m�Z m �n +00 7 " Q - x �>>> INV OUT. 47534 TO MH3 =¢ > O> N N a z O g(A E z z z \ I F/ 77/7 ZLnn W z z xFg» A 1 Ln W z z / CONT CTOR SHALL RAISE I \EXISTI G MA HOLE PPA 252.02 SDR-26 LF @3.47% PVC w/o/ SIG1- WITH SEGM NTAL szs,7S \� RINGS SO THAT THE RIM IS H �3.4ig� 7 / FLUSH WITH HE ASBUILT7r// g 43 / / GRA,DE. o e W O N O 0 0 ujorn� 1 / + a4�,tz 1 a�Fz Y V) K � 1 8" DIP 39.24 LF @a 10.08°h 8" DIP 196.71 LF @a 1.24% (1.0' DRNG -S/L) 27 8" SDR-26 PVC 70.87 LF @a 0.50% 18" SDR-26 PVC 98.52 LF @a 0.50% 1 S n N W N 00 ° 0 0 o rn rn rn rn ro j8/'c 9 II II II II II II II II II II II O m h (O n N O 0 0 0 0 0 0 0 0 0 0 00 w Lu u, w u, Lu Lu w Lu w u N N 2 N � N 2 N N N N N N m m m m m m m m m m J » LOU W N Ln N m l0 m N M O )0 O O N vl Ln rl O .'F O t0 m l0 W vl ^ d tD m u) m O N S O S ^ O O 0) O u1 p) O O Ln �t O V) w (b m O N ^ 00 ^ 00 rl 0) 01 m 0) ^ O m H rl CO a) N 0^ 0^ m � In p In w tp N It LOU W eNi rl N 'i N O) N t0 N N 0 0) 0 V) 0) N W O 00 00 l0 W W 0) 0It 00 lD n CIt 0 n 0 ^ 00 V) w roS ^ O) n rl W vl V) Ln On v) Ln Ln Ln Lll) vl d Ln d S S � .t 4 't 't 3 3 I `t S .t S d It d d d d d `t It d S S S It IL1i 13+00 12+50 12+00 475 :'fL, 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= PRO NORTHERN 60" CULVERT: 76.10 LF SOUTHERN 60" CULVERT: 76.39 LF 455 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 P OPOSED GRADE PROPOSED VDOT STD. GR-2 GUARDRA POSTS SHALL NOT PENETRATE PROPO SHALL EXTEND 3.6' BELOW GRADE, AE ACCORDANCE WITH VDOT STD. DETAI SPACING SHALL BE 6-3" IN ACCORDA STD. DETAIL 501.04. SEE SHEET 12 F( PROPOSED END ALL, SE SHOP 'H A 15° IGS FOR DRAWIf GS R ONSTR CTION =RTS TO IIII DETAI . CULFOVE TS SHALL BE M OF 6". a '� COUNTERSUNK MINIM M OF 6". FILL, TY. MISTING GRADE PROPOS CI -LASS II WITH A WITH LLATION INSTALI =EN THE \ AS OUT FECTION \ (W =47, I', D=2') )POSED E 0" CL. II RCP CU VERTS: - @ 5.350% (II=461.54, IO= 57.47') @ 5.310/ (II=461.46, IO= 57.40') LOU W tp O m 00 N 00 00 7 O t W W ' lC) ai Ln O^ Ln N In l7 l7 7 V' It a 0 WW 1+75 1+00 0+00 CULVERT- COW BRANCH 475 475 IL. GUARDRAIL PROPOSED VDOT STD. EN ;ED CULVERTS & SHOP DRAWINGS FOR CONSTR SHOWN, IN DETAILS. CULVERT S _ HOWNPOST COUNTERSUNK A MINIMUI JCE WITH VDOT R 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 MH g - MH KAPPA SIG 1-9 -7. SEE P OPOSED UCTION GRADE PROPOSED VDOT STD. GR-2 GUARDRAIL. G i TO BE POSTS SHALL NOT PENETRATE PROPOSED 1 OF 6". SHALL EXTEND 3.6' BELOW GRADE, AS SHC ACCORDANCE WITH VDOT STD. DETAIL 50: SPACING SHALL BE 6'-3" IN ACCORDANCE' STD. DETAIL 501.04. SEE SHEET 12 FOR DE PROPOSED END ALL, SE E SHOP DRAWI14GS FOR CONSTR JCTION DETAILS. CULVERTS SHP LL BE Try COUNT RSUNK MINIM M OF 6". \ PROPO! :LASS II EC-1, C WITH P _LATION -EN THE INSTAL -ECTION \ I AS OUl I', D=2') Ix (W=47 �POSED 8" CL. II RCP CULVERTS: @ 7.550 (II=46 .56, I0= 57.27) @ 7.800 (II=46 .51, I0= 57.32) WW n� O O O � O m 1+75 1+00 0+00 :Ali-i UARDRAIL :ULVERTS & WN, IN _05. POST VITH VDOT TAILS. wl QED VDOT STD. LASS II RIPRAP TYPE B ATION TO SERVE LET PROTECTION , L=57', D=2') CULVERT- INTERMITTENT STREAM 455 475 470 465 460 455 4+00 3+50 3+00 2+50 It2+00 NO o0 H� 00 �Hs � J 4. NL a?O F ma» r "zz 1+5o 1+00 0+50 0+00 STR:14 DI-3C, L=8' TP=470-75 INV OUT: 463.86 TO 12 PF OPOSEC PROPOSED END ALL, SE SHOP GRADE DRAWIl JOGS FOR CONSTR JCTION DETAIL 3. CULVE RTS SH L BE COUNT RSUNK MINIM M OF 6". Y . EXISTING PROPO'. GRADE EC-1, C WITH A INSTAL AS OUl 457.10 (W=47' 15" RCP 35 68 LF @a 6.3i0h i5" CL. III R P 20.58 L @ 9.7 % W W O N N O O) N t tp l7 l7 It V' 7 7 W LL 475 470 ;ED VDOT STD. LASS II RIPRAP TYPE B ATION 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 5 T R 14 -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. V SCOTT/R. (701LINS'Z52O Lic. No. 035791,E 10/1/21�� 515 510 505 301i 490 485 475 Mai 465 458 z 3 a z J 0 F- 2 0 d z U) K O z o Ln 1�1 ) � � V IN z ^J w LL 0 0 0 E'1 E-E LL o6 W W H� X z < V 0 H Lu W W a V) JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H SHEET NO. 19 495 m ,°� co 0 No 495 F F F 0 rnmm� I H rl ri a OICI0�� J a coo CO °o z z z p 0 v a 't STR:4 490 • II o F z z z z MH-1(6o" ID) 490 U) TP=484.25 ,6 aj INVIN:474-74TO6 PROPOSED o _ � j 0 INV IN: 474-74T016 GRADE v~ H Z Z INV OUT: 474.64 TO 2 485 485 6ss% 480 \ 480 1 06LF@ z \ � .6y EXISTING GRADE / 475 475 (1.9' DRNG.-S/L) 4 3 27 24" HDPE (1.6' DRNG.- 138.38LFQa 1.88% DRNG.) 470 470 W W J J f0+1 N O) 0 n N O W 01 m Lu y, 00 M 00 rl00 00 00 00 00 a` 1� 1p a l0 a OLu 00 a O as l7 l7 a a W LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 495 490 485 475 NORTHERN BYPASS STORM SEWER EXISTING GRADE SED PRIRED GE STR:36 STR:36B DI-3C, L=6' DI-313, L=6' TP=487.17 TP=487.13 INV IN: 480.2o TO 36B INV OUT: 480.41 TO 3 INV IN: 480.45 TO 38 INV OUT: 479.95 TO 34 8" CL. 52 DIP W/ (1.0' DRNG.-W/L) 15" HDPE 28.o6 LF Qa 0.75% w w J J W W 0 0 W LL 00 a rn a 1+00 0+50 0+00 -0+50 STR. 36B - STR 36 495 490 475 505 500 495 490 485 475 PROPOSED' RIPRAP LIP UNDERLAYN 470 465 495 495 PROF OSED VDOT STD. ES-1 STR:8 Q p WITH RASHRACK. SEE ETAIL DI-3C, L=4' Lu d 2 EQUIV N THIS SHEET, O LENT, FOR TRAS Z RACK. (WITH 6o" ID BASE) a a 0 Ln U) TP=488.13 m C0 0 ID H O O 0 490 INV IN: 479.5o TO ES-1 O OaLA 0 490 INV OUT: 479.4o TO 6 L a �^ w 0 0 It � � ~ m � 00 a coZz aaH i �� a-0 ~ a--0 N NNaZZ0 \ F^a>> ,np�zz ,ng�zzz a»> PROPOSED sx 11»> 485 GRADE Ln 2 z z z 485 484.60' ROOF-4 \ \ \ STING 480 (2 88' DRNG.- \ ROPOSED VDOT STD. EC-1, CLASS I 48o PROPOSED VDOT STD. EC-1, CLAS I 30" HDPE FILTER FABRIC U14DERLAYMENT TO RIPRAP LINED IN ET PROTECTION 2' 297.o8 LF Qa 1.72% EXTEND TO THE HANNEL's BANK. DEPTH) WITF FILTER FABRIC C3NTRACTOR SHALL NOT IMPACT T E UNDERLAYMENT OBE INSTALLED IN 3o°HDp S REAM's CHANNEL WITH THE BYPA S XISTING DITCH R A LENGTH OF 8'. a61 g5 LF E \ STORM SEWER INSTALLATION. 475 @ z.z o 5� L=110't, W,=10 5', W2=18', D=2' 475 \ _ _ ROPOSED VDOT STD. ES-1 3o" HDPE 30" HDPE \ 51.94 LF @ 1.75% z5 197.56 LF @ 1.6 09�0 468.25' 470 (1.3' DRNG.- 470 DRNG) \ I \ 36" HDPE 465 36.02 LF Qa 1.53% 465 5.7 APPROXIMATE LOCATION F EXISTIN 8"SANITARY SEW R 460 460 O (3a1 0s 0s00 H 0ns 0a0 Ws as) as0 0s) Osl 0s vn) I� ms p n Ms On O OO 00 tD ls! OR M Ma M M N Na 0 csi O 00 06 00 00 0 1 00 000 00 00 00 00 00 00 00 00 00 If 00 IS C 00 0) , 00 I\ lD l0 It 01 a 00 00 s 00 00 00 a ^ s a Zr It It a7W7 Lu 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 SOUTHERN BYPASS STORM SEWER HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 200 5 0 2.5 5 to ( IN FEET ) 1 inch = 5 ft. 20 It 0 rn It M 0ma > a0 `1 rnF It -_ \ O00 N 110 w M N In �I / \ 0 1�N )00 a> �Z 00� mrrn m aMW rva V) +n '/ - \ \ EXISTI G m a0) 00 11 00 a) p�Y GRA J E o o a m p m ZO W M 11 \ l0 0 �� ^ ^0�dj con1 H M \_ CL >> V)8 Hzz N M� m0 / �J mU a00 ZZO `°`I°�.aaH � �OcaoNoa �-- CNO O N NI� O~ ma ^ aH // H `_L a »> m J aH ROPOSED OOO H0 aJ� C?0o "t) CAO�Z_ZZ_ Tm aZ0 0 Ma» `DZ0 m -0 r GRADE r F n I. I� M^ oo M a o OW LL' M 11CL » / / v~i� �zz �- a» Z Z N N 0? ^ a 11 a aH J a 07 Ol a a� V) F Z - 8' CL. 2 DIP W L !n p F - �� ^ ID ao ma .. x � J N 00 (.2' DRNG. /L) 6" L. 52 DIP W L D 0 N° � ort Hid > inO Hzz �M 't 0 / / (1.2' DR G.-W L) 0w0o Fx 1LLI »> v~io'z__z 1 HDPE o�o )g�zzz 1p � � / / z8.g6 LF a ar (a10.50% 90.53LFHCPo.5o% a N i z z 0 HDPE 7) 15' LF � 1.�3% g z z z7 15" HDPE 1o9-54 5 P - 8" C 99.52 LF Qa o.50% �5 (1.0' D NG - 15"HDPE (1.6' 15" HDPE 144.64 LF Qa o.5o% / / RNG.- 1. '7 35.38 LF @a o.5o% / RN ) DRNG 3 5 18" HDPE - v DI-RB8L6 6' 3 1 1z 3 ( 3' D NG.- 4-3 zo.68 LF I 1.93% (2.9' S/L) TP=491.17 RNG. /DOT STD. EC-1, CLASS I- 11-1 INVIN: 482.14 T04o INV OUT: 482.04 TO 38 470.2 ' DRNG.) \ _ STR:30 18"HDPE (3.6' DRNG. S/L) - IED OUTLET PROTECTION V0500DI-3C, L=6' 69.ig LF @ o.50% WITH FILTER FABRIC 18" HDPE TP=484-43 ENT (L=15', W=6', D=2') 27.84 LF @ o.67% INV IN: 478.5o TO 32 INV IN: 480.00 TO YD-z z4' HDPE INV OUT: 477-5o TO 28 _ 100.72 LF Qa 1.66°r6 18" HDPE �4" HDPE 107 93 LF @ 4 48% - 41.97 LF Qa o.6o% W W a N N N O 00 n N O 00 IXI N M H �/1 O) Irl a 0 a of M O O M L!) N `� O Ln N ,y M 00 a a H 0, n 0 W M 00 � O N ci I� H 00 •i 0 O W W 0 I� 1� Ol N l0 l0 a y1 a a l0 a M a 0) l6 a n �D n 00 06 0) O eD of a O M r1 O O a O 00 a n n a 00 n a 00 n a 00 I\ a 00 n a 00 00 a W a 00 0l a W of a 00 m a 00 0) a M a 00 0l a 0) of a 01 0l a of Ol a 01 O', a 01 l7 l7 s s s s s s s s s s s s s s s s s s W LL 9+25 9+00 8+50 8+oo 7+50 7+00 6+5o 6+oo 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+5o 1+00 0+5o a+00 -0+50 STR. 42B - SWM FACILITY SCOTT/R. (711LLINSZ Lic. No. 035791,E A 10/1/21 F�1 U, J W z 0 z M m ('V M W N z O Q W J 0 z � W W LL J w O 0 Fes- Zw Q Q Q9 W � LL z W I. -I H ul J F- (r<n Z W V W J� O O O (V u Lu W W a U)) JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 20 505 PROPOSE GRADE 500 STR:48B DI-313, L=8' TP=498.82 INV OUT: 491.86 TO 48 495 8" CL. 52 DIP W/L (1.1' DRNG.-W/L) m M �p � m t } u a0 F 000 � N O r- O a0 °�mmrn 00 J 00 It It Itj ?pp a,2ZZO F ma»» ,,,o�-zzzz FILL, TYP. 495 490 � 490 / 15" HDPE EXISTING 27.88 LF Qa o.5o% 485 GRADE 485 48o 480 EUJ co 0)a 0+00 0+50 STR. 48B - STR 48 490 RWI 495 't so OO,f PROPOSED L, u,6 GRADE ,-i o 3 �J3W ��j 490 d m 11 >> o Ln ES STR:44B DI-313, L=8' , TP=488.76 INV IN: 484.75TO ROOF-1 FILL, INV OUT: 482.00 TO 44 TY . 8" CL. 52 DIP W/L (1.1' DRNG.-W/L) 480 15" HDPE 27.86 LF Qa 1.62% XISTIN 475 GRADE 485 475 475 EXISTING PROP SE GRpADE GRADE 1 470 / \ 470 PROPOSED VDO EXISTING CONCRETE STD. EW-1 HEADWALL TO REMAIN 48o 6 15" CMP 4 5 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 w O J J 6 06 W W 00 W U- J S S W 0+00 0+50 STR. 44B - STR 44 490 PROPOSED PROPOSED VDOT STD. ES-1 GRADE STD. ES-1 :2- EXISTING 485 - - - _ _ RADE 485 15" RCP 111.38 LF 1.57% 8" CL. 52 DIP W/L 48o (1.0' DRNG. W/L) 48o PF OPOSED VDOT S D. EC-1, CLASS I IPRAP LINED OUTLET PROTECTION WI H FILTER FABRIC UNDERLAYMENT (L=6', Wl 4', W1=8', D=2') 475 475 I� 0 rl ~O r\ N �01 co l0 0 s00 U+UU 0+50 1+DU 1+5u 1+/5 VERA RUBIN PLACE CULVERT LD-269 Rev. 3-83 / / m i 465 48o / EXISTING CONCRETE HEADWALL TO BE REMOVED WITH THE EXTENSION OF THE 15" CMP CULVERT. CONTRACTOR SHALL CUT THE END OF THE EXISTING 15" CMP &CONNECT THE PROPOSED CMP TO THE EXISTING PORTION OF THE PIPE TO REMAIN WITH A BAND. 15' 463.6DI 46o 475 490 STR:18 -3C, L=6' TP=488.i7 INV IN: 481.99 TO INV IN: 481.99 TO 18B INV IN: 481.99 TO 20 485 I INV OUT: 481.89 TO 16 W LU S p J J LU N OlLU N 00 a a W LL 1+251+00 0+50 0+00 RTE 20 CULVERT EXTENSION Project Galaxie Farm Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Vera Rubin Place Culvert Rev. Date Dale 8120121 STATION: AHW Controls HYDROLOGICAL DATA D.A = 1.80 ac. 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev. Cw = 0.40, Tc = 17 min., 110 = 4.3 in/hr and 125 = 4.8 in/hr - = Shoulder = elev. 488 = CL elev. 488.38 DISCHARGES USED RISKASSESSMENT ADT Skew 0 ° Cover Varies n Q 10 = 3.10 CFS Detours Available Length Q 25 = 3.47 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 486.00 So= 1.57% Inv. El. 484.25 Q = CFS Criteria and Significant Impact Ong. Gr. Elev. L= TfT.M- Orig. Gr. Elev. Q = CFS CULVERT TYPE & SIZE Q Q/B HEADWATER COMPUTATIONS CONT. HW. ELEV. OUTLET VELOCfrY End Treat. COMMENTS INLET CONT. OUTLET CONTROL HW/D HW I do (dc+D)/2 ho H LSo HW C.M. Smooth Inlet Controlled (+1.0') w/ downstream riprap. Velocity (6.23ft(s) 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 noterrosiee 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 0.5 0.6 0.93 0.93 0.55 1.7 - 487.10 6.36 N/A notenosi%e in concrete pipe & riprap. Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDATIONS: Base Flood 1 % Exceed. Prob. Elev. N O 525 CO N O F O W M N co N co 00 D 00n as- O Ln 0 F z 'ROPC SED GRADE MISTING GRAD 15" HDPE 42.24 LF Qa 490 6" CL. 52 DIP W/ (1.0' DRNG.-W/L) 485 Co N N o No o 495 m o, STR:20 495 m-000-DI-36,L=4' Ln 00 a n� 7) m tINV °O1?j IN:482.64TO22B a> [TP=489-03 O aO W >> INV OUT: 482.54TO18 U-) H- z Ln H z z 490 PROPOSE 490 GRADE EXISTIN GRADE \ / 485 15" HDPE ' L f- 55-70 LF Qa 0.77% 48o 480 15" HDPE 25.19LF@1.11% SCOTT/R. Ct?LLINSZ Lic. No. 035791,E A 10/1/21�� 485 STR:18 DI-3C, L=6' 0 F- TP=488.17 a ,6 INV IN: 481.99TO 0 1 INV IN: 481.99T086 U) o INV IN: 481.99TO20 p INV OUT: 481.89 TO 16 00 a U) ,, AA on Vl W U) 475 475 475 > LU W W W) ,Ny l0 M ELOUJUO n 0 rl a lD m Z W W Oo 6 � 00 01 O � 6 � 06 LU LL t It a s a s a ItW W 1+00 0+50 0+00 -0+50 0+00 0+50 1+00 1+50 1+75 STR. 18B - STR. 18 STR. 22 - STR. 18 525 N N 8" CL. 52 DIP W/L N m O H J (1.0' DRNG.-W/L) N ° °m STR:52 InO DI-3B, L=1o' z TP=S18.go 520 INV IN: 512.i1 TO 52B \ INV OUT: 512.oi TO SOB No LnF- OO rn 00 5�5 o o `^ m ^ V FL:J 5�5 u? m N z 70 STR:So - INV IN: 500.76 TO SOB 510 /-TP=507. ^ \ INV OUT: 5oo.66 TO 48 510 15" HDPE / \ 27.85 LF / \\ (di050oh Q mw 6S<Fy�AF 0 00 0 o o 505 PROPOSE o 505 GRADE � God N 0 \ 80mrnmm-t 00 -1 o6 SSS a)zzz0 It SOO 8" CL. 52 IP W/L F a»» n o F- z z z z STR:46B 500 DI-36, L=6' TP=491-55 O 15" HDPE INV IN: 484.So TO 48 p F-O 27.83 LF Qa o.5o% INV OUT: 484.4o TO 46 0, 0 m O 495 1sy zs" ��<Fti�p 00 00 r W o o't 495 �6F J �� � �00 O •O? a �� > J 00't dF 08 `t � Cc z z 0 °°O>>>oo490NIO *FW- OI tD N�H- N'{00Z ZD 289.29CF0pC v~2Hz_z_z 485 n3.42o 485 8" CL. 52 DIP W/L- VERTICAL GRAPHIC SCALE (1.0' DRNG.-W/L) 5 0 2.5 10 211 48o I 480 28.35 LF18" o.758"DPE ( IN FEET ) 8" CL. 52 DIP W/L- 1 inch = 5 1 . (1.1' DRNG.-W/L) 475 ORIZON AL GRAPHIC SCA E (1.4' s/L-DRNG. 10 s (3.4' S/L- RNG.) 475 18"HDPE 18"HDPE EXISTINGJ 68.38 LF Qa 5.18% 130.91 LF Qa 3.19% GRADE ( IN FEET ) 1 inch = 50 f . 470 1 1 470 > > W W M l!1 O r` n M 0. M It d w W n S N O. 0) M •i O . tp N S M 0. 'i � r. V1 O O. tD W 0. rl H O N r\ l(1 N O O d w w m � N 0` 0 0 Ln 0 0 0 . M m ao 0) CO m o''o M °�' 0i °I°� . C 00 `� 00 W LLLI) � vl V1 Ln 1 1't S d 't S It d S � `t 1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR. 52B - STR 26 5+50 6+oo 6+5o 7+00 7+50 8+oo 0 z M ('V m W N z O Q W J Z 0� W W a Q J � rti IELI O P w Z Q Q (29 W � LL z LU ~ ^ cl", Ul J E•-' (Q� H J W J� 00 O CN U I LU W 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 \ Soo / \T D\ T q CF\?\ 495 495 \ HT. OF LINE OF DIS H= TAN SIGHT 490 490 490 7HT. OF 485 0RI=3 r'!5 480 48o EXISTING -- - GRADE 475 475 I� rl 00It lD lD S m 'i NkD 00 rl S O rl I� N Oko N 00 tD rl p O p O �t Ol m Vt Qt C) 0) 00 W lit 00 M W ci W (t'1 p W ,y 00 1�00 0) n ^ 00 n ^ n 00 I� n n 00 n 0 0) I I It S d d It cc a0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 2C ( IN FEET ) 1 inch = 50 ft. 495 `. EXISTING SIGHT IST'AN GRADE 490 HT. OF CE= �$2 — 490 OBJ=3.5' / HT. OF \ EYE-3 5 \ ' \\ LINE OF 485 \ SIGH 485 480 \ S7G 48o PROP SE \ \' GRA E �g0 475 475 HT. F OBJ-3.5' 470 470 NORTHERN GALAXIE FARM LANE & MARY JACKSON \< 465 COURT INTERSECTION SIGHT DISTANCE PROFILE 465 O 0 It ut m N L O 00 Ln kO m 00cc 00 00 ItIt 00 .t 00 .t It .t d .t 0+00 0+50 1+00 1+50 2+00 2+So 3+00 3+50 4+00 4+50 505 505 505 NORTHERN MARY JACKSON COURT & VERA RUBIN HT. OF\ PLACE INTERSECTION SIGHT DISTANCE PROFILE OBJ=3.5' \ Soo \ S/�y 500 T q \ N F,ZgO, \ \ 495 \ LINE OF SIGHT 495 HT. OF EYE=3.5' S/ T� _ =E,�8o, 490 490 HT. O ` PROPOSE OBJ=3.5' 485 GRADE 485 48o 480 EXISTING - - - GRADE 475 475 I� N H ci 00 S 01 't 00 O O 0) 0) M Ol O 1l N 00 O N n O M M lD O n O d tD �D Ol rl N 0 51 W 51 0) 00 ^ l0 0) CO M a, 00 M N 0) 00 '4 •i 0) 00 6 O 0) CO 6 00 Ot n l6 ^ 00 I� 3 l0 00 n 't 00 't yt S It S d .t d It It d 't .t It .t 't �+ d d It �+ It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 2 ( IN FEET ) 1 inch - 5 ft. 505 EXISTING Soo GRADE __ - Soo - HT. OF - -__ OBJ=3.5' 495 NL�,95 495 '-- LINE 0 SIGH IS HT. OF 490 SIGH EYE=3 5' 490 HT. OF OBJ=3.5' PROPOSE 485 GRADE 485 MARY JACKSON COURT & MARIE CURIE COURT 48o INTERSECTION SIGHT DISTANCE PROFILE 480 rl M 10 0 It l0 O cc m D S 0 0 It It S 1pn N 0+00 0+50 1+00 1+50 2+00 2+50 495 495 SIGHTDI TANCE=161' HT. OF 490 HT. OF — _ -- — T YE=3-S 490 OBJ=3.5' ,' \ \ LINE OF 485 SIGHT 485 PROPOSED \ EXISTING GRADE `t \ GRADE \ 48o S/ y T 4 80 \/STq \CF _- o, 475 475 HT. OF BJ=3.5' 470 470 GALAXIE FARM LANE & MARY JACKSON l 465 SOUTHERN COURT INTERSECTION SIGHT DISTANCE PROFILE ✓ 465 O OM W M N It 00 It M 00) N M N m. 0 00 00 It It d 't It 00 S d 3 .t ' I I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 SCOTT/R. (7L?LLINSZ Lic. No. 035791,E A 10/1/21�� F�1 1n J z W z Ce 0 z t` M ('V M W N z o Q w JLu cn j J z oLL a a° O 0 EW- Lu U o � z z Q Q W " `� w o � Iu ul z W V E� J W J� C.7 O O O (V u Lu O w W 0. x a In JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 22 504Tw� > / / T. M.91— / / / / COUNTY OF ALB�ARLE,V GI IA COUT.M.91-10 498BG 86 NTY OF ALBEMARLE,VIRGINIA /' �502TW �6Bw / ��� D.8.1979-44,46 & 47 L T / D.B.1979-44,46 & 47 PLAT 4�BG 49 4 495BG 494 BW / / / � � � II � ✓ \ I C�UNTY DE / X/ FI PRE$�RVED 500 TW �� T I ST,EEP S Or I YP. / v / 4956y� Q PEN \ \ I I LOT / / \ \ \ + / \ \ \ ALL A - LANDSCAPING NOTES: � �� �94 BW ��� \ �V A I I / ] 5 1. 1 LARGE STREET TREE PROVIDED EVERY 50' O LS ALONG OF STREET FRONTAGE. ;.'i\-� I � � / 2. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND 10' MIN. FROM MARY JACKSON COURT ' 500 TW PC(, P \ LOT \ \ I I // LOT \ \ WATERLINE AND SANITARY SEWER STRUCTURES. 499 �� � � \ 8 \ � _ _ / \ 7. ' o/ 3. ALL LANDSCAPING AND SCREENING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON ` 94 BW $pEN \ \ \ \ I I _ \ / / FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE --I--,- I ^� \ _ _ i+ �fi'�> /� DEVELOPMENT. In (4) LS ALONG 4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY pEN LOT \ THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN + \ \ GALAXIE FARM LANE — J L ', /''', fit ++' / ,+' , / NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE / / PLAN. /`/ 5. VDOT WILL NOT MAINTAIN TREES PLANTED WITHIN THE BUFFER STRIP WITHIN THE RIGHT OF+i+OPi +>+ LOT i ' / >' / /�/ / \ i / '+ ii'�++' �'t++i WAY. THESE TREES SHALL BE COVERED BY MAINTENANCE AGREEMENT AND SPECIES \\ 10 \ \�+'i i" ,•', + + ' + ' ' + 't / / TYPES MUST BE SELECTED AND PLANTED IN A WAY THAT MINIMIZES POTENTIAL DAMAGE TO �, a.44 ACC,+'s\csr THE ROAD AND SIDEWALK. + \ \\ LO \\ / L 6. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; ' 3 OTIY+, THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY Al.-�Oor ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE _ — — — — ,I \ \\ \ \ .. • °, ' ° t / - ` ++ + PRUNED BETWEEN 2' AND 7 ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES y Iw \ X \ X W a I / AND ACCOMMODATE PEDESTRIANS. / 8. TOTAL STREET FRONTAGE = 4,263' / I I I � \ W \ � \ , , /� REQUIRED STREETTREES: 86 (1TREE PER EVERY O' OF STREET FRONTAGE) \ 5 \ PROPOSED STREET TREES: 86 I� LOT \ \ W_��W MAOSED PU 0 ROAD / NOTE: 1,148'OF STREET FRONTAGE ALONG GALAXIE FARM LANE (PORTION OF) I I \ 12 PROP + 'f�, + f REQUIRED STREET TREES: 23 1 I I I \ a . d W.. y (49'PUBLIC IA) PROPOSED STREET TREES: 29 NOTE: 2,531' OF STREET FRONTAGE ALONG MARY JACKSON COURT'lee REQUIRED STREET TREES: 51 L _ / /( PROPOSED STREET TREES: 48 _ _ — s ' a X _ - 4 / �• "�4,i' /) y/ , ' + NOTE: 584' OF STREET FRONTAGE ALONG MARIE CURIE COURT ' REQUIRED STREET TREES: 12 PROPOSED STREET TREES: g III OT \\s eA l I I o o \ \ 1 � . I, .MARIE CURIE COURT �+�%, ,'✓`,' ','% ,' >'% '�' '�''� LJ..I LLI� \ \ I OT \\\ \I II II II I\ I A+U+s4't,'t> )AR ALONG SPEN,I I II III \ LOT 1 \ /LO � 4'7A4S+w(4 MARYJACKSON COUP 3I 4 A. a16�+ '!si+ A+LO V) L + N+ 'G / > , I 1 1 \ �� \ PROS I I iGALAXIE FARM LANE' / \ LLI0 4 I ..� \ ° _ I . ' \. \ �' BUF I ASPEN — A�L BI- / ii' >+ ' 't/t ' �!' + ', + 0+0 PROPOSED 6' PL\ANTII TJ I \ $TRIP, TYF i / / � / �6 .; . � � V \ x � SIGH -z8o — _ — �� - - \ _i � iX � _ - •' + /_j + + pLPX1EF?RBL�CROAD II ' PROPOcl-pTN PU tirR�} r x G / II � � G��p � � / -. ✓ / I -. -.� _-. �-GHTDIS?j - (VA _ _� 3 + l� + + + + X • •- >. :. •. a n. x , + 54 < 't ,+ \+ ,+i'. ,i +,,—„+ , +++ I ' � > / / I • TrP. I (13) AR ALONG-T, /(20) AS ALONG" x AC TOT+L T, / GALAXIE FARM LANE' , + ' + + , , +. ' + I. �. ONTRACTOR L+ ' , + , >+i' , ARBA' � ' . ' m ARY JACKSON + ' ' ',++ + + I SOOOBG 498BW l' + / / / / / / � ' ROAD LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sQ TOTALSITE QUANTITY I COVERAGE (sQ TREES AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 21/2" cal. 1 452 1 22 1 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 1 9 2,142 QP QUERCUS PHELLOS WILLOW OAK 21/2" cal. 419 35 14,665 TOTAL CANOPY 31,031 SCOTT/R. CL?LLINS'Z Lic. No. 035791,E A 10/1/21 Z O J � a � Z wQ K O z L a u Ln LU ca U) F- Lu z / Lu cn ('V / / M TOMILL& ' ' ' OVERLAY R TE zOTO OT 55 + , ,+ + f + + + + ' , ' + ' r' , + + + , + + f + + + + t > + + t > t + + + ' + f + ' f ' f + _ ' ' ' ' i ' ' ' ' + > • + i,+' +,+' ', > ' + ' + f , + ' + ' -. ' + ' f . , ' > ' •` ' + ' , ' • , ' + ' + ' i, ' + ,i' f THE CENTS LINE,TYP a COURT t�'>� + + + + + � ' � +4 0 + O+i \ -/ PROPOSED 6' WIDE / LUT 56�_+' '+t', + <Xlbl NG ' {�� PLANTING STRIP / � + + + +, ,i' +' f + + �' ' li i i ' > ' \ C/] TYP. d +++ i I � + W gg3 LOT 57 — x F- DWOOD — — y/ tl.1R'E + ', PRE OS�D ACYIVE' ++ M / c REDWOOD V ,i , RECj2EAlONA , +>' + +, I i+i __ OPF+N'SPQC°E� + ' + � , _ '+ > ' 3 \ \ / / L '+ + (2./p4'A�y+�,+ , i+ f ' , i��, ++ ,> + , .t.'� f 't f 't f19 +if +f > + f+'�p�� / + + > fi �+ + ' ' '' �+ + ' '+'f 'i> 't ' 'T X1Sti T z LOT /i \\ / y+ L i f SVIcdl LiE©. Q Q / 52 � d >_ / a . , + + + i, , >+ + + / / '` j i ' i ' ' if f + fyi +'l f+ i +'f +'> f+'� ++'f f ' + ' f '+ROUTE T m Q 5 a , + f f/ + fY • \ \ + ++ J Y + f f - f f 1 1-I-I 53 III 4 ' o �> + ' f i'> f � II WOE ',+' ,i' ,> f +� + ,' \,> t, ,' • •, t, •, t, +, +, i, +, i,> t+ 1 / / > al (19) QS ALONG \\ • +. O .�. 59 o C $0+ +i MARY JACKSO LOT \ '\ \ \ \ + ' f _ + �t > + • t , + • t , 't , \, + , t , O a n i 'C'�15 P 1 f o \\\ j + f' +' f' + f +' '' '' '' '' '' ' i i ' f • �f ' f ' +' f ' +' +' f ' ' • ' f ' O COURT ALONG � a , + , � � � 1] IN � J ' +i'�/ , + , + + + t + + ' ■ >, / + + , + ' , + + / � ' 0 ,CKSON COURT � _ _ _ — �� +, 'ii+ � \ \ �� � 'R i �+ t T ',I+> ++ + ' ', ' + ' , ' +>' ++' ;,•' ' • +' f' ++ if + + ' , + ' � / � Hti 3 / / ++ ,i/� +� ' i g X � \ \ \ / ® ' i+ f if ' i + i ' + ' fii + i' ' i + + ' > ' �' ' f i '>' f' +>�f ' • 't f, .. f ' , 't , 'f , 't , 'f>, ++', +f , f+'f f / I r P .. �� '/+ -1"Y W \ \ \\ / / ti t 't', I , + f i, '+ +++ , + + f • + f ,\ + , • t";:+ + , + f , + + � % �} ' _ .. / + + ' �° W.. / \ \ \ /\� / f +i ' + +i+ t + t + + t ,i' +i' f ' , ' +i + +/ , + \\+ +> ( • + t .* + t • • + > • + + • i i + • , , > + + / W W w 18 y , i +� I + 481'MF + + f + + +/ + f + t...- f + + f + +i+ fi> + + f ' f 'i � / /./) ,f't> f`\ +> f�'•+ + ... ,> ,> ,+ ,f tf +•' f' f + / � \ �Wf', i++ , + , + t + + + + + + +� ,� +, `+'ij �'i+++'•> +''i +' •,+' +, i' +,++ + i � W — _ IST — — — APPROVED SWIM FACILITY O � \ + fi t , ' UNDER WPO 202000o2] ' ' 81 I j 4', ' , + , + + f 't > ' f ' � Jf ' ' r ° ' ' f ' • ' , + + f + CN AMLNDMENT.dl +ZgB(r +I\ + BW' 1 - — — _ \ f f • 'f f +-. + + + + f +i' f+' fi' fi' f ' 'ii ' ' + f + i> i+ + fi' / / / / / CN 21 � � s + i. + , f ' + ' + ' f + ' + ' f , ' +> i 'i + ' ,,'i , ' • • + + + , / LOT — LOT I 3 ' VP+� + + +' + i. 'i ' ' + , '+ + '� + •, i' +i , +>' + 'i 'ii fi ,i' , + 't ' t.t+> 't�f 'ii, i' ,i' •+>' ,i e f + i + , i I / \ 9Rb;rct + i _ LOT ii+f ' +f ' i s $O�1ND4Y, fyN. 2 I LOT L T� LOT _ +' +'t. ' +' +'++ t 8 \, LOT _ U f 't i, LOT --�3 + + \ ASPEN I - 2 26 25 2 +'> +i'i f + + + t + + ' ++ ti,+ t+ + + 'i + i +t t +,'i �i-+ , i'+ +i't +i' +'+ + ' .+'� ,+'i +,'i ,+>i +++' ++'i ,+'+ ''ii+i'i i, +'i��'t '+ ,..t • 't +•'+ + ' ,++i t++• / / //// ] ASPEN r I 2 UNITS 2 UNITS + ,+'i +, > ' '��1r ' + ' s _ ' +_ > ' + ' ' f ' t > t + • / , ' +> + i f , + + ' , ' , • + t + '+ + + + t + t • + +i'i + / // // 2UNIT5 + + ' ,+ if ' i + + ' + + , + ' , > , • , ' , ' + , ' t + t.-' f ' + + 'f f / / / f ' _ — — J � � e .-.._ .-1y + , ,+ i + f + + -+ +i + ," t. t , 't>> + +f /+ + i i i> + ,+'i •.'i +''i ,+' ++'•i++ i 'ti+� � ' ' i / / 1 V � GRAPHIC SCALE 30 0 15 30 60 120 f / COUNT DEWALL D - , f ' ' ' ' ' ' + ' f ' • , ' , ' ' FIN p 48 TW J MANAGED STET=P a, - STA. 0+00 8 BG + i f ' if�•iI', f ' + f+'+ f+'i ++'iif '+i+ 't'+ 't ' , +. +++• + , ' f + �/ /..'.' ..,\ ( IN FEET ) + + + , + , ` • , + + , + f + > + f ' , ' , f , ' , ' ---�gT7V�— �I+ - = 30 476 W__ —T 4RORC 25 / / 1 inch ft. H LU I W a UU)) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 23 County of Albemarle Came vatlon Plan Cl.,Mist— To be pleeed on Landuape Plana (Uatlaboob. pp IU-28d-111-297 for complete specifications) 1. The liens shall be Sbax'n an the olan: ZI Trees m beaaved; LI Limb, ofo1esdng(.h1ednp0 ftr®mbemvedy, III Loceaonwdtypcafprotech f 'ng' Ll Grale cIPOI rei,fuing hm Sven walls; 63 Pmpowdtrenchingmtmmdi, beymdthelmutgof6earing. 2. p9gfldims, Ll Alltreesmb n ballbemmked ffiprmtornbbmatah6ghtcleadyv iWemerdpmeN emtom. CJ No grading ellb� coal Me trm minting hen bam':"pectal m,d approvMby eCaunty [nspecar. 3. Pre-Construeffint Coaffernmeace Ll TTaepm d dpmtecRon measmaS shall ba 'awed with the mrmacfrm sta a. Einlimant oaamunn and Staraea: 0 besevryipm t cluculatmffic and storage ofmmtmctiw min®Ua inclvdieR soil abaU mtbepemuned wiNin l}w driplina oftreu be saved 5 Sell Erosion andSl mrater DAvalln Date— ® Sucbde' hall t'dvemelyaffwtrce tobeswM 6 Ftree 7. � Fitw me [pem NA 'lion lW fat of[M d:iplineoftrmsto he smell. Taxle Materials: ® Totiomt -d hall not be rtored wtbmlW feet fthe dtiplme oF¢cea to be saved. S. Protative lonadmI Ll 'Imes to hematied '0u a0 feet of a pmpaa d law1dingorpaftin, folovir, Null bepmleded by fanoing. U Fmd4shallbomplaceendsl bowleaWe dappr WbyaCoumyt Vs orprmrtogadmgofwmw om 9 Tree Welb Ll W-1 to ground level must be reined witNn the dnpline ofatmeto Is saved aheewell shall be Faovidedwd amnanmYon detail mbnea,d fee approval 10. Trm Walls Ll Whmthe omdlevelmustbelowe�wit ffiednlmeahmlobesm ahmvreRahallbe ovided-arWaeomh ondetail P P subtaitivi foa ti,pt,vai, IL Trenchmeand T Nine, Who. ao..hrug Round villain tha Nut flemeen,,'t III be d m as far a way from the tremke oft—mposvbl. Tmmeting weer a largire shell be eansidared as m alternative when itis anticipated dint meassmy trmchirg will shaxeyf«dee roast. 12. CCU ® PmfaYive fmasng she116etM lest i[ma mmoved dining ftm firal cl®oup. 13 wmaned Trans: 13 Oamagedtrem shall afarmmedietdy byp"'^og, fefili�ienmo[hermethoda reconmrendedby ahce apecialin. NOTE: IT IS THE LEVEL PERS RESPONSIBILIIY TO CONFER WITH THE CONTRACTORON TREE CONSERVATION REQUIREMENTS. 1992 3.38 CONSERVATION PLAN NOTES: �� 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR , 214 / SNOTE TAKED WITH UPT0e2" H $"I BE I \ RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING sTAKEDwIrH (z) z••.I••H DwooD STAKES. TREES OF 4"CAL. OR LARGER ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE / SHALL BE GUYED WITH (3) EQUALLY SPACED, TWISTED, AND /•� \\/i�� fy CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING �/ TURN BUCKLES. LOOP HOSE AROUND I I 1 NOTE: TREES UPT04 CAL. SHALL BE \ SC0TT/R VVLLINSIZ DEPARTMENT. TRUNK. REFER WIRES WITH ATIONSCOURVEY FO J �, STAKED. TREES OF 4"CAL. OR LARGER 1 � O I---t TAPE. REFER TO SPECIFICATIONS FOR �� SHALL BE GUYED WITH (3) EQUALLY / FURTHE 9NFORMATION. i \ Li Li#22 GAUGE WIRE WITH c. No. 035791 ,� 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION i i. HOSEA DTUR BUCKLE5.LOOPH05E / / / / AROUND TRUNK AUBPLEBRANCHES AS I - LO/1/21 n,LU MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES / AROUNDTRUNKABCCh�sVEBRANCHESAS I + �0 4'� TO BE PRESERVED AND PROTECTED. \ SHOWN, FLAGWIREpWITHCOURVEV /o YYY \ TAPE. REFER TO SPEEEEEECIFICATIONS FOR , "/•gyp ADDITIONAL INFORMATION. + , Vff SS1.ON 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER //\t/ �G / GUYNIRES WITH RUBBER HOSE AND I / 5jPAIl ei", MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL ) ( U TURNBUCKLES 2/3 UP TREE /.;\\ ' \ NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. % y / 1 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES / v 2WITH RUBBER HOSE ')(2' HARDWOOD STAKES, / \ \ l DOUBLE STRAND Al2 GAUGE WIRE � SE Its TURNBUCKLES � TO BE PRESERVED AND PROTECTED. / \\ _ / AUGN TOP OF STAKES- 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE,,` 2-x2 HARDWOOD STAKES, OF TREES TO BE PRESERVED AND PROTECTED. Aunt TOR OF STAKES I� I �\ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS / BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. / II �I / I ULCH SAUCER 1/3 HT. OF TREE \ ULCH SAUCER, 1 I I J LOT\ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, //�/II ������ ' I z /Ipp AMENDED SOIL MIX INISHED GRADE 1Z TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE / I I\ I I g PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS III ! III_ OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL - - - - - -III II - _ I — BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL III=I 11I=III I �1 AMENDED SOIL MIX I - - -� z SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. �111 / - o I CUT AND REMOVE BURLAP FROM�� _ = _ CUT AND REMOVE BURLAP FROM — v ' TOP 1/3 OF BALL AS SHOWN III — — _ — - TOP 1/3 OF BALL AS SHOWN I — — — — 2 Q 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE '_ _ rrAA PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH / - _ I I III= 1 = =1I I - ARIFY SUBSOIL To a• MIN. DEPTH I \ �I Vl U Q THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR -IIII U) b SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE OL B(�4RD C 19111 � - =1 1= RLE,VI iH �BsOIL To a' MIN. DEPTH -" ______--COMPACTED SUBGRADE � I I � o Cl: SPECIALIST. D. 51� . L 620 OMPACTED SUBGRADE I I �OT z J 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE Everct 1�7 ee IiiirP \°Detail Tree Plantin and Stakina Detail I m'! \ I �3 \ II O U) K PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON N III ° I > m 8/30/2021 Not to Scale Not to Scale o OWNERSIGNATURE (LATE) BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND - I o ) _ Q. Source: Va. USWC Plate 3.38-2 MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. w - Ivw EA V J CONTRACT PURCHASER SIGNATURE (RATE) SulDe Pent lofl QI 401 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION \ I \ I Ll, / > - CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. L _ - ______ - z \ W \ I MAEJE z �a� WW1 II III I 4 \ O W �o \ o Z� — i — UIWA LC � I�---- \ STA. \ \ \ \5320TW �p k _ jp,F10E;1 5326G ��— / GNj O 524 >q� \ 32TW —° iGH7 IS — v \ s I — 524 6 � I li \ — � x LANE x eL9 TW �� AAL+30 / , , ' , \� PR OSED L eSP fV " " i " " " " " ' " i" LO OJECT BOUNDARY / / 506 TW 504 TW / + 5I4 524B 5 a ) \ n 2BW S �P \ 28 TW L6Y W / / S 8 TW 50 +" , +" " ,+ " " , , , , " , " +i" ,+"" ,+"" ,i+" \2 — 522BG LINE 5048G 02 BW �p A ","• �+ + , d 3 \ \ 5 BG 51 TW 514 TW 5 2 TW 5046E M 520 BW 5 8 BW 518B� 516E 518 TW / 510iTW 5 gW x4 P C) " J. 516 514 W 51'BG 51�26G 5086E 066E 50 BG , , Q ," , , LOT 55� i, . 11 \ I \\ \ 2 W 5? BW 508 506BW B , , " a " ,' _ 51 G T.M.91 13 I53 \ \ S a N + , COUNTY SCHOOL BARD OF \ — \ \ — " — — — — —,i — S P + EI3 ' ' ALBEMARLE COUNTY, VIRGINIA L LOT — L — —� _ —�� — — — — — — ( L�T 56 Po 3U 'O,�✓—'a"'"' D.B.1033-313 41 2ASPEN 1 / 0 D.B.1033-313 I _ _ J --- -- -- -- 506 'Z-- -- 1--- / — _ I a D.B.619-368 PLAT / II \ I \ I � II � I I I — ----� F�--�--- --- �� -- � — , r — - - - 1 ----- I [�_ " � / / / I RED — D I REDWOOD I REDWO D 57 ' TLL- LOT o �— �- ti - - _ - /° I C R DWOOD I a LOT 43 — _ — —L I —1 L — I I L _ of I I I� I REDWOOD / �' " tb" E-A IONAI ' , ' I I I I �_ I � v � I g , RE eAf oNdL . , , , , � � cv I F L — — J L — �A N — ASPEN ASPEN Lf7 / 1 / J F. OP4N"SPAC£ \ J — ASPEN ASPEN / / LOT T / �OT T / / /T m a LOT 5 p �. °,+ +', � d \ / �p LOT /LOT LOT /49 50 / 51 52 /53 o 1 ' o j LOT LOT /g / / ¢ J > IL — > (19) QS ALONG a_ / / I / I / I / I 1 / / / I / / a 59 0D�iP c '$0,i' MARY JACOURT + V] (19)QSALONG — J \ � — — — PROPOSED 6' MARY �ACKSON COURT ,� \�\ . • _ �- µme_ L 'H ^ 1 W k lI w - W W m W _ '.oµ µ W, / >* (20) AS ALONG \ w w w w / - VA Y JASON C�?UR W w MARY JACKSON COURT I W w w / - SIGHT`D T1!N«-20 PROPOSEE�UBLIC RO W m U LIMITS OF PROPOSED � - � - .PUBLIC RIGHT-OF-WAY, / 3/ - - I / 11 TYP. X X - / .., X -tA,, ., \ f (20) AS ALONGUl - \ - (19)QSALONG� - L -- - -- - -- - N - - V] rDIsrAN MARY )At KSO COURT • MARYJACSONCOURT- r \ - W I / / LOT LOT/ LOT I LOT I LOB L J L I E- \ \ LOT LO / LOT`- LO ( z 1 0 I488_ LOT I l e.. 5 � / 2 LOUT LO f \ \ 38 37 / 36 35 /33 3 3 3 — I LOT F FT / / / / // / / / / \ \ I 3 LOT SOT LOT LOT _LT 22 W N / �39 \ \ / ' / / / ! ASPEN I ASPEN — ASPEN \ ASPE ASPEN ASPENIL I 27 26 �5 / I r ASPE — ASP I / ASPEN I — _r — — I —/— r — — —r — — — —� — — I — — —r I — — —r ASPEN I 1 ASPEN -- _ 2 UNITS 1---- ----- - -- ---- - - - -- --- --- 1 - -- I TS I - - - J L - - - - - 490 TW - WAL E� - 486 BW �_ I / -- _ COON DEF N D 49 TW STA.0+54 \ MAcNnP DSTE�P a T. (A—B \ s �VALLE00 486 G 48 490Rw BG 490 y 48 — 490� OPIEN ASE IV�AVINITY' I I � \ I / � /� � _ � 490Tw ,�- - — — / 1 AVON P E TIES,LLC T.M.91-1— E 1 � — D.B. 7— 50 AVINITY ESTAT S, / 4s4•B D.B.48 228 LAT B. 5124-678—A �L T \ / / / _ — — — _ _ _ — / i IC SCALE \ / .J1-16D Bo zoD.B.489#�' 2 30 5 30 SCOTTSVILLE ROAD HOLDINGS,LLC — ry/ l J D.�5�379�f'LAT /�— _ — C 0 KAPPA SIGMA FRATERNITY _ Doses ^ \ / D.B.3257, PG.702 ( IN FEET) —moo , _ — — — — = \ D.B.550, PG.608 PLAT 1 inch = 30 ft. s FENCING AND I� DRIP OtE� sNow FENCE 0- 0 Q J z Q/ / LL N W 1--I Q X l< Q H I LU U3 a U) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 24 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