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HomeMy WebLinkAboutSUB202100179 Plan - Revision 2022-02-17GENERAL NOTES OWNERS: TMPo9ioo-oo-oo-oo9oo GALAXIE FARM INVESTMENTS, LLC boo EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA 22902 TM P o9ioo-oo-oo-oi5oo GALAXIE FARM INVESTMENTS, LLC 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 09100-00-00-00900 D.B. 5445, PG. 50 5.o9 ACRES 09100-00-00-01500 D.B- 5445, PG. 54 8.27 ACRES ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH ENTRANCE CORRIDOR OVERLAY DISTRICT (EC) AND MANAGED & PRESERVED STEEP SLOPES OVERLAY DISTRICT PRO ZONING WAS APPROVED BY THE BOS ON DECEMBER 4TH, 2019. TOTAL PROJECT AREA: o9ioo-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) (lo) TOWNHOUSE UNITS NOTE: THE TYPICAL NUMBER OF BEDROOMS IN THETH 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 PRO 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 PER APPROVED PRO REZONING & APPLICATION PLAN PROVIDED = 4.31 AC OPEN SPACE A: 0.14 ACRES OPEN SPACE D: 1.25 ACRES OPEN SPACE B: 0.44 ACRES OPEN SPACE E: 2.44 ACRES OPEN SPACE C: 0.04 ACRES NOTE: OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR COMMON USE OF LOTS OWNERS IN THE SUBDIVISION. RECREATION AREA: OPEN SPACES D & E SHALL PROVIDE ACTIVE & PASSIVE RECREATIONAL AMENITIES, INCLUDING A WALKING TRAIL ALONG THE STREAM AS SHOWN ON THE SITE PLAN SHEETS. ACTIVE RECREATION SHALL BE PROVIDED WITHIN OPEN SPACE B, INCLUDING A GRASS RECREATIONAL FIELD, MEETING AREA, AND PLAYGROUND EQUIPMENT. TOTAL RECREATIONAL AREA REQUIRED: 200 SF x 65 UNITS=13,000 SF (0.3o AC) TOTAL RECREATIONAL AREA PROVIDED: 19,i67 SF (0.44 ACRES) BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM -35 FEET PER PRO REZONING APPLICATION PLAN SETBACKS: FRONT SETBACK: 5'MIN. SIDE SETBACK: 5' MIN. REAR SETBACK: 20' MIN. (EXCEPT FOR UNITS ADJACENTTO VERA RUBIN PLACE WHICH SHALL HAVE A 5' REAR SETBACK) GARAGE SETBACKS: 18' MIN. NOTE: FRONT LOADED GARAGE UNITS, THE PORCH OR BUILDING FACE SHALL BE A MINIMUM OF 3 FEET CLOSER TO THE STREET AS MEASURED FROM THE FACE OF THE GARAGE DOOR. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: MOORES CREEK (MOORES CREEK IS 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, 202o. FIELD VERIFIED BY COLLINS ENGINEERING IN FEBRUARY OF 2021. DATUM: NAVD 88 EXISTING VEGETATION: PARTIALLY WOODED WITH (2) EXISTING RESIDENTIAL HOUSES PRESERVED/MANAGED SLOPES: MANAGED AND PRESERVED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET 2 FOR LOCATIONS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THIS PROJECT. PARKING: TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT AND (i) OFFSTREET SURFACE PARKING SPACE IS PROPOSED FOR EACH ACCESSORY UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. PARKING REQUIRED: 59 RESIDENTIAL UNITS = 118 PARKING SPACES 6 ACCESSORY UNITS = 6 PARKING SPACES 22 ATTACHED UNITS x (1 PARKING SPACE/4 UNITS) 6 SPACES TOTAL PARKING REQUIRED: i3o PARKING SPACES PARKING PROVIDED: GARAGE PARKING SPACES: 53 GARAGE PARKING SPACES DRIVEWAY PARKING SPACES: 65 DRIVEWAY PARKING SPACES SURFACE PARKING SPACES: 9 SURFACE PARKING SPACES ON -STREET PARKING SPACES: 4 TOTAL ON -STREET SPACES TOTAL PARKING PROVIDED: 131 SPACES BUILDING SITES: EACH LOTCONTAINS A BUILDING SITE THAT COMPLIES WITHTHE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LAND AREAS: OPEN SPACE: 187,744 SF 4.31 ACRES (32.3%) LOTS: 265,375 SF 6.o9 ACRES (48.36%) ROW DEDICATION: 128,464SF 2.95 ACRES(22.1%) PROPOSED IMPERVIOUS AREAS: ROADS: 71,750 SF SIDEWALKS: 19,450 SF GALAXIE FARM SUBDIVISION T.M.9v-v3 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA 9v3 D.B.xo33D.B.-33-313 D.B.6v9-368 PLAT LOT 38 T M.%A.v-E AVINITY ESTATES LLC AV I NITY ESTATES OPEN SPACE E D.B.2267-750 D.13.5v24, PG.676 37 T 4x > 36 ROAD &UTILITY PLAN T� 43 �IL // OT 4 OT 4 , OT4 T 47 LOT 34 'tea GRAPHIC/ SCALE ( IN -EET ) 1 inc 80 ft. 33 \ LOT T.M.9v-v6D SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3x57, PG.7ox D.B.55o, PLAT 6o8 (SUB 202100179) SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA T.M.gx-ss SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.x979-46 & 47 PLAT 49 OT so \ \ \\ OT Sv / \ OPEN ��' �PACEA OT R / BUILDINGS, PATIOS/DECKS: 93,178 SF DRIVEWAYS: 28,320 SF TOTAL IMPERVIOUS AREAS: 224,0985F (5.14ACRES) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN PROPERTY. ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO426D DATED FEBRUARY 4, zoo5. BUILDING SITES LOTS 1-59 SHALL EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN PRIVATE STREET' VERA ROBIN PLACE IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS . ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 2.7. STREET 3 9 FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAY AND TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE WILL NOT BE MAINTAINED BY THE DEPARTMENT OF TRANSPOR TA 77ON OR STREET TREES EVERY 40'ALONG THE ROADWAYS. THE COUNTY OF ALBEMARLE. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & OFFSITE DISTURBANCE.' OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN ON THE ADJACENT DRAINAGE PLAN FOR WALL LOCATIONS. AVINITY ESTATES PROPERTY, WHICH IS ALSO OWNED BY THE SAME TRASH SERVICE: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. DEVELOPER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AVAILABLE FIRE FLOW.• 1,750 GPM AT MINIMUM 20 PSI AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE ISO CALCULATIONS MAXIMUM REQUIRED FIRE FLOW FOR RESIDEN77AL STRUCTURE IS 1,100 GPM. 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. / / / / / T.M.gvao / - COUNTY OFALBEMARLE,VIRGINIA D.B.1979-44 - OPEN LOT v3C LOT v4 �6 Q 10, se OPEN �;., vLB/qRM �os9 sPACEB \c'�/�q'I'F / PROPOSED RECREATION AREA ®, _--- - i LOTss LOT vo / LOT 9 LOT LOT 7 � �I ' / I LOT v LOT ' I 6 LOT 2 i OPEN . SPACED A� V A / <�4 LOT ?3 LOT z LOT LOT LOT LOT xv I xo vg � i \ OPEN SPACE E � RROPOSED �/ \ S\MM FACILITY i // ftEpM GCO .1ggP��;H.�„f T.M.gx-x6AxS. SCOTTSVILLE ROAD HOLDINGS,LLCC -� ✓/ �- C/O KAPPA SIGMA FRATERNITY D B 3257 P6 702 D.B.ao8o, 173 PLAT \ / SHEET LAYOUT \ SCALE: 1" = 80' Ar i GENERAL BUILDING DEPARTMENT NOTES: 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. 7HE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. J. RETAINING WALLS GREATER THAN J' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT. NOTES 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DIS7RICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' (MAXIMUM) O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND REZONING DOCUMENTS. 4) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 5) ROADWAYS AND PAVED CIRCULATION AREA = 60,6J4 SF. 1 11 64 JO 70 RIOHMOND Q -� INTERSTATE 6 PIEDMONT VIRGINIA COMMUNITY COLLEGE SOUTHERN PARKWAY MILL CREEK MONTICELLO HIGH LAKE REYNOVIA Q SCHOOL Q� CALE ELEMENTARY SCHOOL LJ THIS t( PROJECT 0 MILL CREEK Gj� J'(E2 SOUTH a0 Q VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER lA 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 TOTAL SHEETS LEGEND EXISTING FENCE UGE UGE EXISTING UNDERGROUND ELECTRICAL UGT UST EXISTING UNDERGROUND TELEPHONE "H EXISTING OVERHEAD ELECTRICAL EXISTING EASEMENTS -W W EXISTING WATERLINE �S EXISTING SANITARY SEWER EXISTING DRAINAGE PIPE 0 EXISTING DRAINAGE STRUCTURE ® EXISTING SANITARY SEWER MANHOLE zoo PROPOSED CONTOUR EDGE OF PROPOSED PAVEMENT EXISTING TREE LINE EXISTING GRAVEL 1NEENEEMENEE1 DRAINAGE DIVIDE - - - 2ce­ - - - EXISTING CONTOUR EDGE OF EXISTING PAVEMENT EXISTING CURB EXISTING ASPHALT PAVEMENT EXISTING CONCRETE EXISTING ASPHALT PAVEMENT PROPOSED RIGHT OF WAY COUNTY DEFINED PRESERVED STEEP SLOPES COUNTY DEFINED MANAGED STEEP SLOPES PROPOSED SIGN PROPOSED STORM SEWER PIPE PROPOSED STORM SEWER STRUCTURE PROPOSED SANITARY SEWER PIPE OO PROPOSED SANITARY SEWER MANHOLE PROPOSED ASPHALT DRIVEWAY PROPOSED CURB PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT REPAIR PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL W PROPOSED WATERLINE PROPOSED FIRE HYDRANT PROPERTY BOUNDARY LINE 506.71 Tc sos.2/ EP PROPOSED SPOT ELEVATION TIC DENOTES TOP/BACK OF CURB EP DENOTES EDGE OF PAVEMENT 506.71 Tw PROPOSED SPOT ELEVAT70N 506.218w TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION SCOTT/R. Ct tLLINS'Z, Lic. No. 0357911n A 2/16/22�� IN Z w i gx F o O un ZO U¢ f F- I M a}z c d 03< O F Z U) 0 M < ZILLcc 0 1 0`n� U U 0 0 ¢ o o= i LU ii in ¢ In LU m i ? ¢ w c a tz i W Z� L9 z� M M N M w N O III N W ZW J� W J� O 0 O N U Q 0 z LLI 5 � U U UJI O w a U1 JOB NO. 202194 SCALE 1"=80' SHEET NO. 1 SEPTEMBER 17, 2018 PROFFER STATEMENT FOR APPROVED ZMA 201800012 PROFFER STATEMENT GALAXIE Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tat Map Parcel #: 09100-00-00-00900 and 09100-00-00-01500 13362 acres to he 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 "Galaxe." 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 Ordnance, Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as part of the rezoning and it is agreed that the conditions are reasonable. 1. Affordable Housing. The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent (15146) of the total residential dwelling units within the Project that is in excess of the number of units that are allowed by -right (the " 15% Affordable Housing Requirement"). Prior to the approval of ZMA 2018- , the property had a by -right development yield of 15 dwelling units. If there are more than 15 dwelling units within the Project such that the 15% Affordable Housing Requirement is applicable, the Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to, for - sale units, rental units, and accessory units. A. For -Sale Affordable Dwelling Units. The Owner may meet the 15% affordable housing objective by constructing the Affordable Dwelling Units. For purposes of this Proffer 1(A), "Affordable Dwelling Unit" shall mean any unit affordable to households with incomes less than eighty percent (80%) of the area median income (as determined from time to time by the Albemarle County Office of Housing) such that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty percent (30%) of the gross household income; provided, however; that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VEDA) PROFFER STATEMENT GALAXIE Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tax Map Parcel#: 09100-00-00-00900 and 09100-00-00-01500 13.362 acres to be rezoned from Residential R-1 ("R-1") to Panned Residential Development ("PRD") Anna Marie Witmer and David S. Witmer are the fee simple owners of tax map parcel 09100-00- 00-00900 (the "Witmer Property"). Mallie P. Haynes and Jasper L. Haynes the fee simple owners of tax map parcel 09100-00-00-01500 (together with the Witmer Property, the "Property"). Anna Marie Witmer David S. Witmer, Ma llie alhe P. Haynes and Jasper L. H y p eyries shall hereinafter collectively be referred to as the "Owners." The Property is the subject of the zoning map amendment application #ZMA-2018- known as "Galaixe." The Applicant for Galaxie is Blackbird of Charlottesville, LLC, a Virginia limited liability company. The Galaxie community is herein referred to as the "Project." Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as part of the rezoning and it is agreed that the conditions are reasonable. 1. Affordable Housing. The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent (15%) of the total residential dwelling units within the Project that is in excess of the number of units that are allowed by -right ght 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 IIA), "Affordable Dwelling Unit" sha ll mean any unit affordable to households with incomes less than eighty percent (80%) of the area median income (as determined from time to time by the Albemarle County Office of Housing) such that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty percent (30%) of the gross household income; provided, however; that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VEDA) maximum sales price/loan limit for first-time homebuyer programs at the beginning of the 180-day period referenced in Proffer 1(AXI) hereof (the "VHDA Limit"). The Owner shall impose by contract the responsibility herein of constructing and selling the Affordable Dwelling Units to any subsequent owner or developer of the Property (or any portion thereof). Such subsequent owner(s) and/or developer(s) shall succeed to the obligations of the Owner under this Proffer 1; and the term "Owner" shall refer to such subsequent owner(s) and/or developer(s), as applicable. (1) Role of County Housing Office. All purchasers of the for -sale Affordable Dwelling Units shall be approved by the Albemarle County Housing Office or its designee (the "Housing Office"). At the proposed time of construction of any Affordable Dwelling Unit, the Owner shall provide the Housing Office a period of one hundred eighty (180) days to identify and approve an eligible purchaser for such affordable unit. The 180- day qualification period shall commence upon written notice from the Owner to the Housing Office of the approximate date the Unit is expected to receive a certificate of occupancy from the County (the "Notice"). Such Notice shall be given no more than ninety (90) days prior to the expected issuance of the certificate of occupancy, and the 180-day approval period shall extend no less than ninety (90) days after the issuance of the certificate of occupancy. Nothing in this Proffer I shall prohibit the Housing Office from providing the Owner with information on income eligibility sufficient for the Owner to identify eligible purchasers of Affordable Dwelling Units for approval by the Housing Office. If, during the 180-day qualification period, (i) the Housing Office fails to approve a qualified purchaser, or (ii) a qualified purchaser fails to execute a purchase 'contract for an Affordable Dwelling Unit, then, in either case, the Owner shall have the right to sell the Unit without any restriction on sales price or income of the 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 1 B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Dwelling Units may not exceed the maximum rents established in this paragraph 1 B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Dwelling Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Dwelling Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 1 B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Dwelling Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 1B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Dwelling Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph I have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Dwelling Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. 2. Road Improvements. Pursuant to road plans approve d by the Virginia Department of Transportation ("VDOT") and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Galaxie Farm Lane Connection, as conceptually depicted with improvements and landscaping shown on the Application Plan prepared by Shimp Engineering, dated September 17, 2018 ("Galaxie Farm Lane Connection"). The portion of Galaxie Farm Lane Connection labeled as "Road A, Phase 1" on Sheet 5 of 9 the Application Plan shall be bonded prior to creation of any lots. The second portion of Galaxie Farm Lane Connection, labeled as "Road A, Phase 2" on Sheet 5 of 9 of the Application, shall be bonded prior to the creation of the fiftieth (50") lots. In any event, Owner shall have completed the Galaxie Farm Lane Connection prior to the completion of ninetieth (90th) certificate of occupancy. Until such time as the County determines to submit the Galaxie Farm Lane Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Galaxie Farm Lane Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for roadway improvements. The Owner's improvements shall be dedicated at such time as 3 net rent for each For -Rent Affordable Dwelling Unit may be increased up to three percent (3"/"). For purposes of this Proffer iB, the terns "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 Tenn 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 Tenn shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 1B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Dwelling Unit during the Affordable Tenn, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph IB have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease tens 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 tent of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. 2. Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Galaxie Fans Lane Connection, as conceptually depicted with improvements and landscaping shown on the Application Plan prepared by Shimp Engineering, dated September 17, 2018 ("Galaxie Farm Lane Connection"). The portion of Galaxie Farm Lane Connection labeled as "Road A, Phase 1" on Sheet 5 of 9 the Application Plan shall be bonded prior to creation of any lots. The second portion of Galaxie Farm Lane Connection, labeled as "Road A, Phase 2" on Sheet 5 of 9 of the Application, shall be bonded prior to the creation of the fiftieth (50'") lots. In any event, Owner shall have completed the Galaxie Farm Lane Connection prior to the completion of ninetieth (90'") certificate of occupancy. Until such time as the County determines to submit the Galaxie Fans 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 Fax (434) 972-4126 November 13, 2019 Nicole Scro Galllfrey Enterprises 912 East High St, Suite C Charlottesville, VA 22902 RE: ZMA201800012 Galaxie Farm Dear Ms. Scro, The Albemarle County Planning Commission, at as meeting on October 15, 2019, recommended approval by a vote of 6:0, for the reasons stated in the staff report, with changes recommended by staff to reduce the density to match the Comprehensive Plan recommendation, and changes to the application plan. The commission approved by a vote of 4:2, for the authorization of the private street request on Road E only, for the reasons stated in the staff report. The commission approved by a vote of 6:0 for the requested sidewalk modification with the condition (listed below) and reasons stated in the staff report. Condition: 1. A live (5) foot sidewalk across the length of the amenity area, outside of the stream buffer, will be provided for access to and from the lots and connect to the sidewalk network along the public streets. The commission approved by a vote of 6:0 for the requested planting strip modification for the reasons stated in the staff report. The commission approved b a vote of for h cur n pp y e 6.0 the b and gutter exception request for Road E as requested by the applicant. The commission recommended approval by a vote of 6:0 for the requested special exception for the front setback modification for the amenity -oriented lots, accessed by Road E only, and the rear setback for all lots accessed by Road E, for reasons stated in the staff report. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434)296-5832. Sin ly, / a M n Nedost 1 p Principal Planner Planning Division co: David & Anna Marie Witmer 444 Rookwood Dr Charlottesville VA 22903 SCOTT/R. C$LLINS'Z Lic. No. 0357911n A 10/1/21�� Ul Z J J 0 U 0 ,.0/ cl I..L LL W 1— 4 X J V / LU LL LL I..L H I w w a if) JOB NO. 202194 SCALE N/A SHEET NO. 1A NOTES: I 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, I BASED ON FEMA MAP NUMBER 51003C0426D ADOPTED FEBRUARY 4, 2005. I I CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH C1 S75040'51"W 149.57' 5689.58 149.57' C2 S76048'59"W 25.09' 5689.58 25.09 C3 S73032'54"W 173.95' 1472.4 174.05' 2. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY ROGER / / / / W. RAY & ASSOCIATES, INC IN FEBRUARY 2020. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN FEBRUARY 2021. 3. PRESERVED AND MANAGED STEEP SLOPES ARE LOCATED ON THE PROPERTY AS SHOWN. NO PRESERVED STEEP SLOPES / ARE IMPACTED WITH THE PROPOSED DEVELOPMENT. MANAGED SLOPES SHALL BE IMPACTED IN ACCORDANCE TMP: 0 100-00-00-01000 9 / / TMP: ogzoo-oo-oo-oo8Bo / WITH ALBEMARLE COUNTY REQUIREMENTS AND REGULATIONS. OWNER: COUNTY OF ALBEMARLE / � OWNER: COUNTY OF ALBEMARLE \ A -- 4. 100' WPO STREAM BUFFER IS SHOWN. \ ACREAGE: 8.33AC SCHOOLBOARD ACREAGE: 8.34AC ZONING: RzRESIDENTIAL / 5. EXISTING WELLS SHALL BE ABANDONED PERMANENTLY IN / ZONING: RiRESIDENTIAL 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. Lic. No. 035791 1�1 2/16/22�4 0�st0u�,. E�Ol EXISTING STREA I I EX�IST�ING �PO�LE AND OVERHE�AD /I z -EXISTING TREELINE POWER LINES TO BE REMOVED EXISTING COUNTY o aRESERVED i U) �/ EXISTING GRAVEL PROAD TO REMAIN S_oo �ioF_ > /W CO r _ �JEXISTING WPO A I N76°260 43 6 •5 V A / /STREAM BUFFER Ix / Ioe / C EXISTING BUILDINGS � So / / / � • � / � / z L / / � / TO BE REMOVED �//�W/ i V X / - / /F / �� PROPERTY LINE / li TMP: 09100-00-00-012Ao \ OWNER: THOMAS, DANNY B SR / ACREAGE: o.5z AC / TMP: 09100-00-00-01100 _ I I CON G ZONING: R1 RESIDENTIAL / SCHOOL BOARD / OWNER: COUNTY OF ALBEMARLE _ -' WB/PG.: 176/13z V A / ACREAGE: 15.8E AC / ZONING: RzRESIDENTIAL// / V x D.B./PG.: 5258/620 1 / / CO i �� ESfR DEEP LOPES / �� EXISTING POLE AND OVERHEAD / POWER LINES TO BE MOVED I L / N r4 N N N \ � Oti N '-' N TO BE EXTENDED."., o EXISTING PRO a \ \ \ \ \ \ T BE REMOVED z I L T / / �� � � EXISTINGSANITARY ANIT,d,Rti' SEWER � � O O / ( � TO REMAIN BED AB D,�f�yED Of EXISTING CULVERT// I I I I \ \ Se TO BE REMOVED---,.,.k, \ l � / EXISTING GALAXIE FARM 8 �• $ �/� / - / �. PLANE ROW TO BE VACATED 9 ( 0 / LIMITS OF PAVEMENT DEM / (2 2) N / ` / \ �J 20' ROW io' PAVEMENT , � __ A EXISTING PAVED DRIVEWAY e � / I TO BE REMOVED / / �� 9 59 ,59 OPERTY LINE a• r I N PA ED DRIVEWAY. / D.B.i 8- o z PLAT sap oov� / s� D.B.219-26i PLAT / �f0 BE REMOVED i R --- _ - - 3 i a 3 "w 7s 3 43"U D B zi9 357 -� v �2 e'm�9 �s7�25 a TIE D B big 366, 368 PLAT ` % EXISTING BOU DARY� �N�1°os' w - �" %rn TMP: I ogzoo-00-00-01300 `-x1EFARMLANE ,:.... g6485 �� e, / 75' 7•�.�. `�'� / - -I � - � TO BE VACATED OWNER: COUNTY OF ALBEMARLE --�� GALA C°33'S2'Y / I•, is�� ._( / �a• ,� N ,, =:-- _ - ...:5t'39'Z9"E �.' " fV SCHOOL BOARD S43... 3„ K s------- -`- - 9'.j S., (2002) / � (20'02) "' IF 179.19' 6 ACREAGE: 15.96AC E / / �/ 4T5 5' 126.9 23• - ,E 5i ZONING: Rz RESIDENTIAL '\ �_ �/ / 3 66� 6.- , �,� �tF " " 560. c6" I I I 87 9 N a35-h � 173.12 P D.B./PG.: 1096/737 Cr / EXISTING TREELINE V \ / �Is �I / J �0 PORTION OF EXISTING GUARDRAILS F C / �� TO BE REMOVED EXISTTO B ACATE� .�� z o ooz -� ��6 �� �� �- TO BE REMOVED 5 EXISTING FENCE 5' / / TO REMAIN i// /COUNTY DEFINED\ EXISTING TREELINE / \ M �s EXISTING FENCE ANAGED STEEP ��^ I \ N J TO BE REMOVED / /� / / / / / / / / / / TO BE REMOVED SLOPES, TYP. a �a // / // / / \ / (E) z0' PERMANENTACSA NT ^ Q V) EXISTING BUILDINGS I EXISTING FENCE z � � � � � .� / � �' I I SANITARY SEWER EASEME/ � � \ TO BE REMOVED / / �/ / / / / EXISTING TO BE REMOVED 61 (D.B. 3179, PG. 90, 95) PLAT \ \ EXISTING TREELINEi / /� �// / �/ / / / DRAINAGE DITCH \ \ TO BE REMOVE / /y a / / / / / I c) EXISTING COW BRANCH STREAM /EXISTING BUILDINGS L� / I I EXISTING GRAVEL DRIVEWAY of Q �� TO BE REMOVED TO BE REMOVED TMP: o iAo-oo-oo-000Bo / / // / 4V �(1 O OWNER: AVON PROPERTIES, LLC /_ / / / / / EXISTING FEL9 NCE aeI� ACREAGE: o.83AC - EXISTING 30' /�/ / / / TO REMAIN �� 4 �.. q �� I �� _ � U ZONING: PRE -RESIDENTIAL �e. V EXISTING WPO / /D.B./PG.: 4894/Z28 / _UTILITY EASEMENT / / / ROPERTY LINE ,S I STREAM BUFFER Q' Q UI / 48o / O M / TMP: ogzoo oo-oo-oi800 5 .5 OWNER WOOD, WENDELL W LL VACREAGE: 153.24AC ZONING RURAL U S (1 • :, ' , .-�- a-,:...... .. .... .,., :: , ; ., � �✓ / / D.B./PG.: 27271674 ' W n EXI TIN ANITARY- - EXISTING UNDERGROUND __ 5 GS - 8s'/ 091) ) :> _ - -- TELEPHONE LINE E // / ---- --- / V�] / SEWER _ _TMP: AVINI YESToTEEo = -Po/ EXISTINGiz"DIP \ I I // / / -- - \ --- W a i ul F� OWNER: AVINITY ESTATES LLC _ \ TMP: o zoo-oo-oo-ol6Do U) �- -<,ACREAGE: 2.24AC \ ----'OWNER: SCOTTSVILLE ROAD WATERLINE EXISTING 30' I / -ZONING: PRO - RESIDENTIAL BENCHMARK HOLDINGS, LLC �� UTILITY EASEMENT /� J NOTE: THE STREAM BUFFER SHOWN HEREON / f ` D.B./PG.: 5124/676 � \ \ __ACREAGE: 2.22AC \ I I / TOP OF SEWER / �__- TH ZONING: Rz RESIDENTIAL 3 I I MANHOLE THE ALBEMARLE COUNSHALL BE MANAGED IN TY WATER PROTECCORDANCE CTION \ --TMP: ogzoo o0 o0 o16Ai ).B./PG.: 3257/702 - OWNER: ALBEMARLE CARTER ELEV:473 �I �j I �„ �� \�'•e�i-.--°...-.T `r / \\ MANAGEMENT CO MOUNTAINS MAN �345 U 1 / / ORDINANCEZONIN. � 1 _ _ D.B./PG.: 3ENTIAL .BPG4801o68 zo' PERMANENTACSA / �. (� SANITARY SEWER EASEMENT (D.B. 2940, PG. 530) PLAT o w m � JOB NO. 202194 W GRAPHIC SCALE SCALE �,� I III �� �/ / // / �I I I / 80 0 30 80 120 240 60 / 11 SHEET N0. IN FEET ) 1 inch - 60 ft. 2 T.M.g2-12B FRAZIER, BEN & MARGARET A D.B.521, PG. 518 T.M.92-12A THOMAS, DANNY B SR WB.176, PG.131 D.B.1049, PG. o86 PLAT BLOCKID REZONING PLAN ACREAGE REZONING PLAN PROPOSED USE REZONING PLAN MAX. ALLOWABLE UNITS REZONING PLAN PROPOSED UNITS PROPOSED DEVELOPMENT ACREAGE PROPOSED DEVELOPMENT USE PROPOSED DEVELOPMENT MAX. ALLOWABLE UNITS PROPOSED DEVELOPMENT PLANNEDUNITS LOT NUMBER LOT AREA sf BUILDABLE AREA sf LOT NUMBER LOT AREA s BUILDABLE AREA s 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 0.81AC RESIDENT IAL (SFD,5FA,RESIDENTIAL 13 13 0.82AC RESIDENTIAL (SFA, RESIDENTIAL ) 12 12 13 5,353 3,262 43 6,313 3,876 14 7,482 5,065 44 5,973 3,759 7 3.37 AC OPEN SPACE N/A 3.64 AC OPEN SPACE N/A N/A 15 5,831 3,557 45 5,685 3,532 16 6,883 4,301 46 5,411 3,313 8 0.46AC OPEN SPACE N/A 0.44AC OPEN SPACE N/A N/A 17 6,031 3,560 47 5,206 3,148 18 2,661 1,595 48 5,094 3,056 TOTAL 65 65 65 65 19 1,994 1,443 49 5,079 3,047 20 2,006 1,455 50 5,088 3,056 21 2,742 1,656 51 5,097 3,065 22 2,997 1,880 52 5,121 3,079 23 2,201 1,669 53 5,273 3,319 24 1 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 1 3,185 T.M.gi-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT T.M.91-13 �YY SCHOOL BOARD OF ARLE COUNTY, VIRGINIA D.B.1033-313 D.B.2033-313 D.B.61g-368 PLAT T.M.gl-io COUNTY OF ALBEMARLE,VIR D. B.2979-44,46 & 47 PLA' PROPOSED -LOT LINE (TYP.) T.M.gi-8B COUNTY OF ALBEMARLE,VIRGINIA D.B.1979-44,46 & 47 PLAT -BLOCK"1, h2'E r PROPOSED 560 5g S �V I \ I LOT 7 I // / BUILDABLE LOT8 / AREA(TYP.) '\ 5� LOT 9,A LOT1P L OPEN SPACEC (0.04AC)- a\ \\\ �� A �� iV SLOT 5 2+00 12 7 _ - 1 LOTr 22 \ MARIE CURIE COURT f PROPOSED PUBLIC ROAD _ (49' PUBLIC RIW) IBLOC 1 I \ o _I saaEE'b BLOCK 7 � '\ •.Ci.zgAC) 1. . LOT i l � LOT z •' ' ! rz <� \ \ LOTi - 1 I LOT 4 `' ••':•' • ' ••' • ' ••' 4�• . LOT 24 v v v BLOCK o ALAXIE FARM LANE -- \ O,> 18+00 0 5 pRO�O5E6P 2+00 �77� IDT _� it 633 \ \� 25.43' 4 M ONE / GALA-- F-- a lLOT 15 gg' OPEN � LOT 54 : � I i SPACE A r C 1 L 1 52' E LOT + ® /: - s 1 _ '33 oa AC 55 5 o �47�-7'45"H2s�5 I n LOT 4z � � 117.14 - _ - _ OPEN - - i LOT 2 - - I 4 - - - - - � � J I OPEN LOT 56 SPACE B 7� '••' •'•' • '•• '•''•:'•'' ' ••' ••''• _ J M - - - - - (0.44 AC) / SPACE E I ��j 1 1 IBLOCK 4 F = - - - w a \; (2.44AC) . x ! - LOT 43 LOT 57 / F I I FF I i t 11 g WzZ BLOCK 8 / Lor / BLOCK 7 £. 11 z I J LOT 44 LOT 45 LOT 46 LOT 47 LOT 48 LOT 49 LOT 50 LOT 52 LOT 5 LOT 53 LOT 58 i II � I® � i/ \� ��\ \ �I . •':'•,:• s" Z I \ . I I I I 1 I I I II � _ Lo ������ � LO I J I � � \ - s9 a �I 0 a - - - L T O % - •. O , L � IL_ - \ 7 `t' - o \ I 22+ �LOT \ \\// W �OQJ�J �OPO_�;<OAfJ T� - \ � 18 T +- fn' v � I I 1 r I I I ,. III LOT LOT 33 LOT 32 LOT LOT :• �' , •'• :•'. • . •'. I LOT 38 LOT 37 LOT 36 LOT 35 34 LOT 32 LOT 30 LOT z9 LOT z8 - I LOT LOT LOT LOT z zz PROPOSE ` : '• '• LOT 40 I LOT 39 I I I I I_ 1- LL L �L1 LLJ I LL ILLL �L-L I �L-L I I I �7 z6 25 24 3 SwMFncu° `" / L-1 L r �L- r . T •. BLOCK 5 BLOCK 6 f J 58.58' 915.6 T Y 0 0 001•� , _ N. 916'45"W 974.25 ' T.M.g2A-B T.M.g1N39Ai-E - OPEN SPACE,PHASE IV,AVINITY AVINITY ESTATES LLC ; : - --- OO 59„W 242 11, ' ,•'••..'•. AVON PROPERTIES,LLC AVINITY ESTATES OPEN SPACE E - D.B.zz6 - o D.6.2267 75o T.M.gl-16D o - -� - -� # 'S7 09'42"W D.B.4894-228 PLAT D.B.5124, PG.676 SC /O KAPPA LLE ROAD FRATERNITYHOLDINGS,L+ \ 2 4' C/O KAPPA SIGMA FRATERNITY o _ D.B.3257, PG.702 D.B.55o,PLAT 6o8 T.M.gi-16A1 GRAPHIC SC ( IN I FEET ) 1 inch 1= 50 m N76.25'14"E SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.io8o,173 PLAT OX I/ T.M.gl-28 WOOD, WENDELL W DB.1727, PG. 674 k7 SCOTT7R. CDLLINSZ Lie. No. 035791,E p 2/16/22�4 o�.5'Innrnl. E�Gl z g� z o J L � � ` � c Z O ce L J L i Oz in L w m U _ Q ui It Z Ln � r i w c S � c 0 f i a L L Lu w c i Ln c w � c 0 Z� t` M (V M W N z O W (V > a z Zw oa a w L9 z� � J � x LL W U a w 1- 4 LLJ w X > O ul _j (~ Q Z W V J� J� 00 O N F 0 w w Ln JOB NO. 202194 SCALE 1" = 50' SHEET NO. 3 GENERAL SITE PLAN NOTES: ` 9' + T. M.91 -8B i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER T.M.91-10 �� COUNTY OF ALBEMARLE,V ZIACONSTRUCTION. CONTRACTORISRESPONSIBLEFORNOTIFYINGTHEENGINEEROFANYDISCREPANCIES COUNTY OF ALBEMARLE,VRGNA'���\' i'i''D.B.1979-44,46 & 47 PL BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL D.N COUNTY O —44,46 A 47 PLAT PROPOSED VARY. WIDTH CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY RETAINING WALL MAINTENANCE 6i ' \ ADDITIONAL NOTES: CONCRETE OR PAVEMENT BEING PLACED. PROPOSED RETAINING WALL EASEMENT (D.B.—, PG.—) \ > A THE 20' PROPOSED LANDSCAPE BUFFER SHALL BE LOCATED 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENTTO THE SANITARY SEWER MANHOLES TO ENSURE - - - \ PROPOSED LOT LINE (TYP.) THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. SEE DESIGN ON SHEET / �' pCK�VPI - - �8, WITHIN AN EASEMENT ON THE INDIVIDUAL LOTS. THIS BUFFER 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND 51 a kEPRS�TB \ / I 1 I 1 / / ^ \ IS FOR THE DOUBLE FRONTAGE LOTS i-4 ALONG MARIE CURIE 1 I / / COURT AND GALAXIE FARM LANE. DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE OR UTILITIES TO COLLINS I / \ ' '®BOTH UNITS LOCATED ON LOTS 23-26 SHALL BE AFFORDABLE ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL PROPOSED PUBLIC RIGHT-OF-WAY / � �\ � \ 1 I I I LOT / / �. \ 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 ' ' PROPOSED BUILDABLE AREA (TYP.) COUNTY RS. IN CONSTRUCTION. INTER -PARCEL CONNECTION TOTMPgi-io 5 �� �� \ \ \ PROPOSED LOTLINE(TYP�I I 7 /oro / / \./� \\ PRESERVED REQUIREMENTSOTTOMAS EDITSONLN THE TS22&2PROVED PROFFEALSO 4. ONSTREET PARKING IS ONLY PERMITTED WHERE SHOWN AND LABELED ON THIS SHEET.'NO PARKING' �' �- / / j \ \� PRESERVED STEEP ADDITION, THE BOTTOM UNITS ON LOTS zG THE SHALL ALSO SIGNS SHALL BE INSTALLED IN THE REMAINING AREAS. ONE (i)'NO PARKING' SIGN SHALL BE INSTALLED \ f \ \ \.I I / / / \ \ SLOPES (TYP.) BE AFFORDABLE DWELLING UNITS MEETING THE S \ LOT \ I I / / /. LOT < AFFORDABILITY REQUIREMENTS. THERE SHALL BE (io) EVERY i o. 54 �' �' \ \ \, \ 8. \I \ I� - - - �/ / / /. AFFORDABLE UNITS TOTAL. 5. ATRAFFIC MAINTENANCE PLAN IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. / 6 \ C THE SIX (6) PARKING SPACES ADJACENT TO LOTS 22-27 ARE THE TRAFFIC MAINTENANCE PLAN SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON. / ' ^ f \ \ �\ \ / / // > \ \ / O RESERVED FOR THE ACCESSORY LOWER LEVEL UNITS FOR S CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TRAFFIC MAINTENANCE PLAN I / / \\ /\ a LOTS 22-27. ONE (i) PARKING SPACE IS ASSIGNED TO EACH SUBMITTAL. /// PROPOSED VDOTSTD. \ \ LOT r° \ L - - / \ UNIT. THE UPPER LEVEL UNIT EACH HAVE TWO (2) SURFACE / ;NO PARKING' SIGN (R7-1) \ \ m\\ PARKING SPACES IN THE DRIVEWAY. PROPOSED SIGN STATING STUB-OUTISA \ \\ 9 \ \ f 39 / \ // f / �� f \ + / SITE FOR A FUTURE ROADWAY CONNECTION + > / OPEN \ f LOT y v 10 SPACEC O.O AC, -R \\. \\ �� \ > \ CONCRETEPROPOSED SIDEWALK-�f./ / ( 4 ) 9 RI \\ LpT \\ \ PROPOSED VDOT STD. / � \ PROPOSED VDOT STD. ' ' \ NO PARKING' SIGN (R7-1) CG-gD ENTRANCE (TYP.) LOT PROPOSED VDOT STD. \ \ - - f` � \ ' 'NO PARKING' SIGN (R7 1) FRO TYPJ / \ \ 5 °= \ ETBCK ( PROPOSED PUBLIC \ ' 4.. :. RIGHT-OF-WAY(TYP.) 12 0 12+00 LOT p-EIP is!4o0'R— MARIE CURIE COURT ° zo 0� \ . c_ 11+0� — PROPOSED PUBLIC ROAD I 12 I \ (49' PUBLIC R/W) �o `'i %i > COIN BRANCH'STRE;4M+ VDOT STD. oJ. PROPOG6DCURB(TYP.) PROPOSED SINGLE FAMILY _ - L -L- 75/. 7Z PROPOSED VDOT STD.. _ DETACHED HOUSE W/ —_-- - 62 'NO PARKING' SIGNi7- R i i - PROPOSED VDOT STD. � _.--.`1 ) OPEN > i TWO CAR GARAGE (TYP.) _-- \ o\,Qo 1 . STOP SIGN(Ri-i) PROPOSED 6' I r I 1 PROPOSED PLANTING STRIP (TYP.) SPACED g3p - STREETSIGN + 64 �\ II / — \ (1.25AC) \ia LOT \ A \\\ \ >\'�' "'',i> •.� �', ', ' '+", i" �3 PROPOSED VDOT STD. 'NO PARKING' SIGN (R7-1)PROPCGDCO \\ \ { 2 R/ I PROJECT BOUNDARY-_ _ - -1,91- - - -\ fi061� �. \ \ LOT Ln - _ __ — - - v, I .o LOT + PR OPOSEDiVDOT STD. PROPOSED S' O \ \ \ J I LOT \r\ \ > L1J - - - \I _ iPROPOSED >5 iPRIMITIVE"+ GR-2 GUARDRAIL LJJ I CONCRETE SIDEWALK \ O\ S\ \. \ \\�\ \l I I II 3 I \ 4 \ ) , �' >iTRAIL, SEE DETAIL SHEET io z ' = I I I .. O\ \ � NO I�� I II \ \ Ul I p+ a\ \ i f \ \ VAR. WIDTH SIGHT I I / �' " PROPOSED RETAINING WALL , \ ,i> •, / LLJ - I I LOT \°' v �\ \ \ \ DISTANCE EASEMENT I I \ } ,% , �' ,SEE DESIGN ON SHEET8 > ">' �'" PROPOSED VDOT STD. Z\ PROPOSED VDOT STD. I \ \� "PROPOSED 'PROPOSED 1DOTSTD ii > L1J I I 14 'NO PARKING' SIGN (R7-1) m 'NO PARKING' SIGN (R7-1) \ (D. B. —' PG. —) I - \ -� / / " " ' " " " , " RIGHT-OF-WAY > > 'SPEED LIMIT SIGN (R2 i) , + ' TWO (2) 8'x20'PROPOSED I I I 'll \ w\. I I(- r \ '/' PROPOSED VAR. WIDTH > .PROPOSED 4' ONSTREET PARALLEL u, w\ PROPOSED RETAINING WALL MAINTENANCE' .BIKE LANE L1J PARKING SPACES `O- PROPOSED 6' PROPOSED VDOT STD. \ ` STREETSIGN >EASEMENT(D.B.—,PG. z - PLANTING STRIP,(TYP.) - - - - STOP SIGN (Ri-2) \ \\ \\ \\ \\\ > / J TIE INTO EXISTING 'I '- - / i' PROPOSED PROPOSEDzo' i i i' >i" j ' DRIVEWAY. CONSTRUCTION PROPOSED VDOTSTD.- _ _ - - - f� VDOTSTD. LANDSCAPE EASEMENT \ j PROPOSED u SHALL BE CONFINED TO THE I SPEED LIMIT SIGN(Rz-1) -CG-1z(TYP.)----- - (D.B.. PG.—) \ i > V �•. ,i, ` STREET SIGN SIGHTDISTANCE=z8o' TIE INTO EXISTING GALAXIE FARM LANE. � -SUBJECT PROPERTY &PUBLIC - - - -- CONSTRUCTIONSHALLBECONFINEDTO Q - a z' PROPOSEDVDOTSTD. RIGHT-OF-WAY, AS SHOWN. THE SUBJECT PROPERTY & PUBLIC '� ' SPEED LIMIT SIGN (Rz-i) M LPN I v / N RIGHT-OF-WAY, AS SHOWN. 18+00 ' ((_ --_ 3k ,LAX1EFAg A� 12+003oo'R 0 00 OSEDP ICRIW� o L 77Y \� e 171 16+00 — — 8a I 5+ POP piH PUBS K. �� , �D 4 / \STPNCE—D �- - \ u, W - - SIGHT DI TS ANC - (VPR. W( M • Et 12, .TIE-1 TO EXISTING 5' FRONT 1 7+ O S\GN�D - VDOT STD. 1 [i - -1 - - � -1-4:- � I� >i �5 SATE RTE. zo, SETBACK - - ' > ' > 4z �'S TTSVILLE ROAD �., CG-iz (TYP.) PROPOSED (( m STA.io+oo — (TYP.)---.--� - STREETSIGN --- - oo 3oo`R -- - >iOi >{PROPCG-6 CURB �P)>'+i>// f ,> PROPOSED VDOT STD. PROPOSED VDOT STD. _ _ 102 > ' '' PROPOSED VDOT STD. > PROPOSEDS PRIMITIVE > ' + ' i' , ' , ' , > \ \ > > > > NO PARKING SIGN (R7-1) n r .STOP SIGN (R1-1) ' ' ' TRAIL, SEE DETAIL SHEET 10 > , ' ' - PROPOSED VDOT STD. h LO 5!} ' ', ' ', > > , , > OT I PROPOSEDVDOT STD. G351; N(R7-1) , ' _ + > ",j> > / 'NO PARKING' SIGN (R7-1) L NO PARKIN / OPEN R PROPOSEDS' 15 SPEED LIMIT SIGN(Rz1)' ' S'REA ' CONCRETE SIDEWALK / I ' + ' >'>' , g SPACE A 10' SETBACK ' PROPOSED VDOT STD. ° / ' SPEED LIMIT SIGN PROPOSED SINGLE FAMILY• ' ',+>>',++i',++i', > , ' >+' >>i', PROPOSED VDOT STD. i) (0.14 QC) _ - • 75 (TYP.'t, ' , ) p DETACHED HOUSE W/ > > i>> i'ti3 STOP SIGN (R1-1) >' > > + / TWO CAR GARAGE (TYP.) / +>,i ',i i'> i'3' i''' >'> > >+>,> 1?. •� h� ' THREE (3) io'xi&PROPOSED .'moo LOT 55 �,.). �\ / � i+J ,>'�'' i'' , > EXISTING STREAM (TYP.) ' ONSTREET PERPENDICULAR 0O ,ry ° r',t-i., PROPOSED �0 PARKING SPACES' ig' +>ArG�{i MAIL KIOSK r �� I , 3 - "PROPOSED VDOT STD. U S2 SPACE a ` , — 76 � �>' � �. � � � '�'i'i,.+: i, i' GR-z GUARDRAIL PROPOSED VDOT STD. z2'FQC-F/C N I LOT 56 i (0.44 AC)' TWO(z)8'xzo'PROPOSED / /�� �� �11\ ' / BUFFER ' ',i,'"i - �Q� CG-z CURB (TYP.) 0 > ONSTREET PARALLEL mQ / i' ii i �> cb 2o' F C-E/P PARKING SPACES [u LOT \ ` ',i' ',>+i > i i'! > ' >i� O (- - - _ _ 75 PROPOSEDACTIVE �n / > > i > �i: i',i> - I - - - - -, Q LOT 57 '' > RECREATIONAL •'>�'. /� / 16 /. + ', OPEN >> �,i+ '> ��. OPEN SPACE +'>' > i' TIE INTO EXISTING + II W O n 16' o / / / SPACE E i , + i i : ' (ROUTE zo), ' / (`� , PROPOSED VDOT STD. WP-2 ', i' ',>'>' � , SCOTTSVILLE ROAD, ` Q W , - > > PROPOSED VDOT STD. ' f \ / 'i13�" (244 AC) ' �',>' P OQOG� MILL& OVERLAY. CONTRACTOR L>' - 'NO PARKING' SIGN (R7-1)' / ,� \ \ \ / - / ,.�,.', i, i' i> +{''' / [�� TO MILL &OVERLAY ROUTE 20 Q W 76 PROPOSED SIGHT - C TO THE CENTERLINE. LOT LOT z > Q LOT SH DISTANCE EASEMENT • - , > gyp. / \ \ \ \�\ / + ' i' >i+i' - ' ">i / P4Q v QJ 52 [1 7 d n o P ' i'BEHIND SIGHT LINE > %''-,i* r i>>' i 53 ° a' O PROPOSED VDOT STD. rvl,• D.B.—,PG. ° ?f`,C /`\\\ \ \ /\ I ' + i �i', i m „ � LU a SPEED LIMITSIGN(R75) jYYY / \ m LOa i NC—sc; 0 r LOT59 i /GNT D\STP- , > ', :.// O /•/ LOT PROPOSEDVDOTSTD. a ,n �� 5\ > > ��., \.\\ \� >+' i'+', i'i',iis,i'i', - STOP SIGN (R1-1) y, �, / 17 \ \ > > >i> > , i, 0 PROPOSED VDOT STD. 27'R/ -R +ii>i> , 5'FRONT 'NO PARKING' SIGN(R7-1) �% 76> BACK (TYP) ---. 00 / �� PROPOSED 1z'x18'MIN.:; /.�O \ \ \ /�Cj\'ii�i\%\�\�7\� DRIVEWAY (TYP.) /\(��` y'(' \ \ / /•l- i,\\i,\//\)\\\,�\;;\ / /\� , i i PROPOSED LOT LINE(TYP.)', )POSED VDOT STD. 53r + PROPOSED VDOT STD.//.\ ',,,, i'•>, ",,+>i,>'.�>> i, ii>i' '', i> ` / .D LIMIT SIGN Rz-i 'NO PARKING' SIGN -1 / X ��� \ /`x'\\//\\'"\' "\i \'\' >'', ,\' , + ' ,i•'', / PROPOSED 1 // ,i• ,, f LOT \9r\ \ /\R/T�\i^ij�' ,� i i ' \it> ,i' i', •, , 'ii+>' i + 7+00 7o VDOTSTD. ff O� / % �T \/!\'%i\/i\ // /j - R CGaz TYP. 15k i .9 1$ \LA\ r\',i � ,> �''i!''�'iiis ( ) .PROPOSED a- '\\� \/ , ' >> > 97° STREETSIGN / ;>. ' ti� / \�\\�i�\i/'� �\, > i', iia /yh PROPOSED VDOT -. f '\i� LOT //+\^\�\\\\� '>�Gt ' > STD.CGaz(TYPJ 16+00 PROPOSED VDOT STD. %,; ,PROPOSED 6' .9/ '�\\i\���\\' >\)'�v� , ii>ii i>i>ii, i,, i' " ,il,i / zz' PLANTI NU STRIP TYP. 19 . -o- j CG-6 CURB (TYPJ (TYP.) \ / >>.ii > + > ' > ' > ' > ' +>i ',>>> /O t °.. > ii� 'iii i>I ii>>>>+, >>'+ _ I. v zz \ -'\ \� \\ LOT / ti� ' ' PROPOSED SWM > - S1GHTD T Et==zgo= Sz -PROPOSED VDOT STD. \ ,,\ \ \ `91• / FACILITY (TYP.) -STOP SIGN(Ri-i) ,zz' PROPOSED VDOT STD. ,y +Ty,�, \ ti i COW BRANCH 9TREAM3' / - - - NO PARKING' SIGN (R7-1) 20' PROPOSED VDOTSTD. \ ey/\� LOT ro/ ' t ' NOTE: z FF -F/C \ \ \ " /i - MECHANICAL EQUIPMENT / /i + ' i+ ' i+ ' i' ALL MECH 1 4 PROPOSED VDOT STD. CG-gD ENTRANCE (TYPJ \ ,�\'/\, \ 21 \ - ,y'', PROJECT'BOUNDARY /> 9 / I ' : , ,i' ' � SHALL BE SCREENED FROM THE I / ENTRANCE CORRIDOR. I I SPEED LIMIT SIGN (Rz-i) �\'`/�/�. \ j � > > ' > ' > ' '. ' ' ' >,', \'\\/�\ / rye. PROPOSED RETAINING WALL >9�>, i'ii. i>'i", i' i i> i i{ i>i', i>,i. / II LOT I \ ' \ / ,\' \ SEE DESIGN ON SHEET8 (, /\ /e' / //1, �9 LOT 18' I o .\ ii ,'', ' ' i I / o � ©*LOT ©* LOT `•\�\%� \y \'/\ - / PROPOSED zo'EMERGENCY ACCES85 - B* ©* OT ©*LOT 22 PROPOSED SINGLE FAMILY i i © ©*Lp-� O LOT �3 ATTACHED TOWNHOUSE W/.\ AND BICYCLE &PEDESTRIAN ACCESS 25 24 SINGLE CAR GARAGE (TYP.) EASEMENT (D.B.—,PG.—) 27 26 , ' SIX (6)1o'x18'PROPOSED io' Ib, +'\ i EXISTING FENCE TO BE EXTENDED • /\ >'>' AND CONNECTED TO CREATE A ONSTREETPERPENDICULAR i , PARKING SPACES '�\ \\'" " CONTINUOUS FENCE ALONG THE , � : ' GRAPHIC LE PROPOSED VDOT STD. - r , ° '° •� • "+ > ' /�.y\/\\ fc, ' PROPERTY LINE +'�) , •. SCALE 'NO PARKING' SIGN (R7-1) > � SOUTHERN PR R P S zo' E/ -E/P ao o vs ao so zo +> / > / PROPOSED REMOVABLE BOLLARDS COMPATIBLE WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE " --COUNTY DEFINED MANAGED NOTE: PATIOS AND DECKS ARE TO BE INSTALLED TO PREVENT VEHICULAR ACCESS PROPOSED ASPHALT PARKI NG_STEEP SLOPES (TYP.) ALLOWED TO ENCROACH INTO THE IN FEET ) BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES.- ---- - LOT& EMERGENCY ACCESS, SETBACK A MAXIMUM OF 4'(TYP.) ' ' ' ' " ' ' > >i' +>' 1 inch = 30 ft. SEE DETAIL SHEET io SEE DETAIL SHEET io >' i / SCOTT /R. ODLLINS'Z Lic. No. 035791,E A 2/16/22�i z g E 0 � ..AA a Vl ZoQ� [ J [ O 0 O , U > - ? 104 [n F- [ ui z E Ce I r4 ry ry N N 0 M yVN M W N z a W N J Z w _ � a O z F. a 0 F� S J O L z �C w x a � W " LL(,r) Lu H� ul rA J w �a Z ` W/ 3 JW ` N O u Lu I w w 0- [=i1 JOB NO. 202194 SCALE 1" = 30' SHEET NO. 4 I IN I ER -PARCEL CONNEC I IUN I U I MPgy-y0 I ^�r �SCOTT/ .9— THOT.MMA D1 ANNY12A B SR WB%1P� .131 PLAT D.B.3PLAT T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT 6E• / O � i..) Lic. No. 035791.'n PROPOSED SIGN STATING STUB-OUTIS AZ�16�ZZ SITE FOR A FUTURE ROADWAY CONNECTION .QD � ' 'TEN, SIONAL EGOS • SPACEC,i- lo•.o4 AQ Ln Ln LOT z z II 1� 12 g x z _I —\ Lr) F- ~O PROPOSED SINGLE FAMILY L-1.-- 75 - O F- Q > DETACHED HOUSE W/ _ TWO CAR GARAGE (TYP.) I - - - 6-6 O I II U) a0 m Qm Z) 11 Z o ce ou U ou I 11 I LOT D o a a L a 3 1�1 L � m: o 2: N p PROPOSED VD w m m v'Li m o CG-6 CU U) Q > Q N W c� F_' PROJECT BOUNDARY L _ F- a a _ I CONCR .. > w Lu ' K 0� Lu _ LOT Ln _ Ld TWO (z) 8'x20' PROPOSED II II. o �4 N ' ONSTREET PARALLEL o z _ PARKING SPACES `D- PROPOSED 6' J _ PLANTING STRIP (TYP.) --- = TIE INTO EXISTING - -_ V ' DRIVEWAY. CONSTRUCTION PROPOSED VDOT STD. - I- SHALL BE CONFINED TO THE SPEED LIMIT SIGN(Rz-i) z TIE INTO EXISTING GALAXIE FARM LANE. Q - SUBJECT PROPERTY & PUBLIC - y 5 N N N N CONSTRUCTION SHALL BE CONFINED TO - RIGHT-OF-WAY, AS SHOWN. - ti oo r THE SUBJECT PROPERTY & PUBLIC i CDC RIGHT-OF-WAY, AS SHOWN. 18+00 o r4 � 0 \ � 5' FRONT 1 7 -F yyN t � - SETBACK - - (TYPJ \ N Ur I I _ ARM -- - 73' ---, \ \ PROPOSED VDOT STD.° +' , A ° "NO PARK NG S GN R -y ' PROJECT BOUNDARY - (7 ). G LO PROPOSED RETAINING WALL , i, n a - PROPOSED 3' \ ` 60, SEE DESIGN ON SHEET ' ' •OPEN , ^' EAR 5 Z .� \ 9 3 a 5' REAR ' CONCRETE SIDEWALK ♦ ' . iisi s O jSPACE A 20' a SETBACK ' M I \ PROPOSED LOT LINE (TYP.) PROPOSED VAR. WIDTH _ __ 75 (TYP.) I I L-- I i ' L I ASPEN v RETAINING WALL MAINTENANCE _ ' I ASPEN v- �, �' • THREE (3) io'xi8' PROPOSED o T 55 � EASEMENT (D.B. _ PG. _) aii. ONSTREET PERPENDICULAR O n S ,o i. ,iiii, i. T. M.91-13 \ \ \ \ — PROPOSED RETAINING W 52' — T — — — — > ' . , ' " ' , '_ ,- PARKING SPACES 18' 3 + n OPEN COUNTY SCHOOL BOARD OF I — — — ALL 5z s2 52 y g2 sz' 7s SPACE B LOT — — — — 52' S �9 P m ALBEMARLE COUNTY, VIRGINIA �I LOT -- ----- ---- PROPOSED SINGLE FAMILY �_ LOT56 (o.44AG)' ,+ - - - - - _ PROPOSED VDOT STD. 22' F F/C o i' TWO (z) D.B.1033-313 nl 1 42 rASPEN J I _ - - - - - - - - - - - - - - - - - - - - - - ETACHED HOUSE W/ CG-z CURB (TYP.) I a D.B.1033-313 4 1 TWO CAR GARAGE (TYP.) O n . ' ON o f - - - - - _ zo' REAR SETBACK (TYP.) I _ _ _ _ _ _ _ 20' F C E/P n. ' D.B.619-368 PLAT "I — — — — — — — — — — - — � _ — _ _ _ f - — — — 75 PROPOSE�DACTIVE (V r RECREATIONAL — I I C— — ---. I REDWOOD — I (REDWOOD I —_--_, Q LOT 57 m OPEN SPACE REDWOOD I REDWOOD LOT REDWOOD W 0 16' r n 0 W " — I L-- I _I L-- I I I I " NO PARKING' 43 Q F L - - L - - - - - L - - ASPEN ASPEN I J �. Oa PROPOSED (14 SPEN I ASPEN ASPEN I aQ w 75 PROPOSED SIGHT LOT LOT LOT LOT z LOT 58 DISTANCE EASEMENT S I LOT 0� Q o l BEHIND SIGHT LINE / o 49 5o 5i 52 0- > n I g o. G .LOT LOT LOT - 53 pC p PROPOSED VDOT STD. ao n D.B. PG. \ LOT I LOT 6 n 47 H 48 m O " LU d SPEED LIMIT SIGN (R75) n I� 4 I„ I Won I I III I I CL 44 I 45 > LO 59 . PROPOSED VDOT STD. pRoposeD 5' \ I I I I I I I z6' CONCRETE SIDEWALK ,ten. I - - - - - - - - - - - _ _ - -� -� STOP SIGN (Ry y) � � • / C/J ° \ PROPOSED VDOT PROPOSED VDOTSTD. 2T RI -R PROPOSED PUBLIC RIGHT-OF-WAY 'NO PARKING' SIGN (R7-y) PROPOSED VDOT 5TD. PROPOSED VDOT STD. ` 'NO PARKING' SIGN (R7-y) y8 SPEED LIMIT SIGN (Rz-z) _ - - - J L - J - - - J L 5 FRONT _ _ O _ PROPOSED yz'xi& MIN. TO EXTEND TO THE PROPERTY LINE FOR J _ - - 2, 2 CG gD ENTRANCE (TYP.) - z- 2' BACK (TY ) - - - _ _ O k INTER -PARCEL CONNECTION TO TMP91-13 „ \ - - -' L - - - �- - - - z _ - - 52.- - S 5 �-- 5 . 5 . z 53, _/ 4- SE DRIVEWAY (TYP.) z' S .'.. • .: ,,. .. . • PROPOSED VID STD. , PROPOSED V60T STD. + • . - P - ° .JT ; NO PARKING' SIGN (R7-1) / SPEED LIMIT SIGN _\ 221-00. PROPOSED VDOT STD. U n. PROPOSED VDOT STD. 19t00. _ - - - - - - - PROPOSED •/ /°' / x -LIMITS OF PROPOSED \ 21 tOD ii w 20+00 - 'NO PARKING'SIGN(R7y) - - SIGHT DISTANCE=26o' j3�OVARY JACKSON COURT 17t00 VDOTSTD. / 0'/2 -/- CG-6 CURB(TYP.) F- L- -- - PROPOSED PUBLIC ROAD 7� CG-12(TYP.) o PROPOSED / �5kQ0i W U y3 PUBLIC RIGHT-OF-WAY (TYP.) - , - L �._� - - �— 97 STREETSIGN ' PROPOSED VDOT STD.. o - - - - - - - (49� PUBLIC R/W) ✓ - , \ PROPOSED VDOT / - - - - - - STD.CG-12 (TYP.) OOP .PROPOSED VDOT STD. PROPOSED 6' 'NO PARKING' SIGN (R7-z) v 7 6}/ PROPOSED CURB (TYP.) i� PLANTING STRIP (TYP.) ., , - - '- - - _ • 521 53 52 - 5 F3AiNT .-•-Sz - - - - - - D T E€=�go�. sz -PROPOSED VDOT ST0. T •22 e - - - - - - PROPOSE 5 - \\+ SE BACK (TYPE pROPOSED VDOT STD. CONCRETE SIDEWALK y8' STOP SIGN (Ri-i) \60' ... • PROPOSEDVDOTSTD. . zz '. SPEED LIMIT 5IGN(Rz-y) r. PROPOSED VDOT STO. I .z -az' 18' wy W CG-gD ENTRANCE (TYP.) 1 PROPOSED 6' - PROPOSED VDOT 5TD. I \ W a SPEED LIMIT SIGN Rz-y .PLANTING STRIP TYP. I I I ( ) , O I ,I I I I I � � I LOT I LOT I LOT I LOT I LOT I LOT I I I N LOT LOT LOT LOT 34 33 32 31 3o 29 LOT 2s' H LOT 1 — 38 37 36 35 N 28 0 °' * ©*LOT ©*LOT ©*LOT I PROPOSED SINGLE FAMILY !}O _ LOT m I D o o °oLQ1 c o o PROPOSED zo'EMERGENCYACCESS ± I. © ©*LOT ©*LOT ©LOT �3 22 W 0 AND BICYCLE & PEDESTRIAN ACCESS 2 24 TWO CAR GARAGE (TYP.) DETACHED HOUSE W/ 39 ASPEN - ASPEN .ASPEN _N ASPEN I ASPEN) ASPEN EASEMENT (D.B. PG. _) �7 26 ASPEN ASPEN ASPEN _ _ L r211 r r r — — L — — ASPEN �— I I-21 I yuNlTs Q ASPEN I I I -- I--- I — I_ r-- ASPEN I I I I I I yuNlTs J I - - I L - - - - - - - I L - - - - _ - I I - ONSTREE)T PERPENDICULAR I 10 h LUNITS yuNliS -° zUNiTs ` O t UNITS SIX PROPOSED I fi J zo' REAR SETBACK (TYP.) L - - - I PARKING SPACES O PROPOSED RETAINING PROPOSED VDOT STD. NOTE: PATIOS AND DECKS ARE (V ALLOWED TO ENCROACH INTO THE WALL 'NO PARKING' SIGN (R7-y) SETBACK A MAXIMUM OF 4' (TYP.) 2D' E/ -E/P 6o' 521 7A 5z 52, 521 52, 521 52' 521 52' 52' 52' ❑ 28' 22' 22' 22' 22' 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.) �� _ ETAINING WALL MAINTENANCE TO BE INSTALLED TO PREVENT VEHICULAR ACCESS PROPOSED ASPHALT PARKING STEEP SLOPES (TYP.) ALLOWED TO ENCROACH IN EASEMENT(D.B. PG. _) BUT STILL ALLOWACCESS FOR EMERGENCY VEHICLES. —LOT EMERGENCY ACCESS, — SETBACKAMAXIMUM OF ' PROPOSED RETAINING WALL / , 4 T. 91 A-B SEE DESIGN ON SHEETg �-. SEE DETAIL, SHEET yo SEE DETAIL SH EET zo OPEN HASE IV,AVINITY / j AVON P PERTIES,LLC T.M.91-1-1E I - D.B. 67-750 AVINITY ESTATES,LLC D.B.48 —228 PLAT B. 5124-678—A PLAT / O t CDD.B.4990-174 j + PHIC SCALE D.B.4894-228 PLAT T.M.91-16D CD Jo s ao 60 120 D.B 558-379 PLAT SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 ( IN FEET ) D.B.550, PG.608 PLAT 1 inch = 30 ft. L w CC Ln JOB NO. 202194 SCALE 1" = 30' SHEET NO. 5 T.M.91-8B GENERAL UTILITY NOTES: T. M.91-10 / \ COUNTY OF ALBEMARLE,V GI IA i. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE COUNTY OF ALBEMARLE,VIRGINIA / D.B•1979-44,46 & 47 PL T DEDICATED TO ACSA FOR PUBLIC USE. D.B.1979-44,46 & 47 PLAT \ 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO / THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. LOT 7 / \ PROPOSED 8" G.V. & 8" TYPE A / /� � �' / / � / / \ / 1\ \ \\ LOT BLOW -OFF ASSEMBLY J/ �' I LOT \ 8 — — I // 6 \ \ / LOT \�1 \ 9 0 \� �' \ \ LOT \ \ �' ` \ \5'MIN. HORIZONTAL SEPARATION / REQUIRED BETWEEN ACSA UTILITIES& �- STORM SEWER AS SHOWN. TYPICAL. \ LOT \ \ PROPOS 6" CL. 5z LOT DIP WATERLINE, TYP. N I y \� \ PROPOSED LOT / LINE, TYP. PROPOSED 8" SANITARY FIR D WATER SEWER, TYP. S SERVICE, TYP. y w / II �7 n p 12+UU / I� CD LOT \y 11+00 W w W�wl MARIECURIE OURT �'_ - / I __�j/ I 12 I s £ '" w P OPOSED PUB fC ROAD PROPOSED 6"G.V.&6"TYPE / / / (49' PUBLI RAW) A BLOW -OFF ASSEMBLY / COW BRANCH STREAM _ \ o COUNTY DEFINED —_ — -PRO-PO D 8„x s ;\ Q w - _-� — TEE, (1) 6" G.V.. \ 00 w� \ / PRESERVED STEEP ��^^ AND (z) 8" G.VI \ -� i+ \ \ SLOPES, TYP. \ s .•, \\\\ / VARIABLE WIDTH ACSA / LOT �� SANITARY SEWER EASEMENT ' I 13 II\ \� / _ \ I B PG _ \ \ y \ TIE INTO EXISTING SANITARY SEWER I \ I 1 — �\ \ ' VARIABLE WIDTH PRIVATE SANITARY SEWER i s.. 'PROPOSED 8 x6 TEE, 6" I \ WITH PROPOSED DOGHOUSE MANHOLE/ EASEMENT (EASEMENT LOCATED ON LOT 13 FOR, \ G.V. & COMPLETE FIRE \ I LOT LOT 12'5 SANITARY SEWER LATERAL/SERVICE) HYDRANT ASSEMBLY \ I 2 I e \ I D.B. — PG. \ \ I PROPOSED SANITARY SEWER LOT _ _ \ I 1 I SERVICE LATERAL (TYP.) 1 \ C3 VARIABLE WIDTH ACSA (' _ ; \ 1 \ 1 I I / \ F_ - SANITARY SEWER EASEMENT I I LOT I \LOT LU D.B.. PG. _ A V A\ �— r I 3 1 4MH1% 1o'PRIVATESANITARYSEWn- LOT EREASEMENT / / / MH-11A LO _ \ (EASEMENT LOCATED IN OPEN SPACE FOR T s SANITARY SEWER LATERAL/SERVICE W I I 1[} I � �' \ �' 4' ) / /2 o'ACSA SANITARY In SEWER D.B. PG. _ i / R EASEMENT I I I I--_ I � i�... D.B._,PG._ w- / z ------------ A - --- --r-- II I - 1� UpNE- 003+ 1p 12 ,A - II 77QCpNP16+00 y ---- \'\ 14+ J Ci - MH1 - - Imo- g M H -1 A - b 7O OC PROPOSED 6 G.V. & 6' LO 54 I LOT TYPE A BLOW -OFF a I 15 ASSEMBLY '^ TIE INTO EXISTING j SANITARY SEWER LOT. / I / MH KAPPA SIG 1-9 PROPOSED (z) 55 M I I (/� 6"45°BENDS 9 s. 0 I I 5 PROPOSED 6" CL. 52-DIP 13+00 WATERLINE, TYP. COUNTY DEFIN VARIABLE WIDTH PUBLIC + - MANAGED ST P I ACSA EASEMENT — SLOPES, T a/ ' ' / LOT \ I u� — — — — — — D.B.�PG._ [ 14 3 / VARIABLE WIDTH ACSA J F PROPOSED 8" CL. 52 DIP / SANITARY SEWER EASEMENT LOT I Z_ _> F- LOT WATERLINE, TYP. D.B. PG._ 52 LOT a 58 H2 \ \ \/ I n�) ° PROJECBOUNDARY, 53 CL PROPOSED 8" Q T zz.5° W/L BENDLO 59PROPOSED 8"x6" TEE, 6"s. G.V. & COMPLETE FIRE HYDRANTASSEMBLY ' PROPOSED 8"x8" CROSS, 2+0Q s PROPOSED O4} 8"x6" REDUCER, (1) 6" G.V. AND'- 8" G.V. 8" 45 W/L a 5 \ / Y�, T��� i��i�� COW BRANCH STREAM L e ° BEND BUFFER, TYP -w—w LOT w V i , / •,,� w. / =' / W/W 18 a 6+00� �w LOT U I 9 / MH5 LOT LOT 21 W MH4 s •• � � � �� � � .° � EXISTING SANITARY LOTI I I I I v �� SEWER, TYP. I °'�' 29 L \\T� T a LOT LOT LOT LOT 8zz T" 11+bO o LOT LT �5 �4 23 / I ■ i 27 - -PROPOSED 8" CL. Sz DIP WATERLINE, TYP. zo' PUBLIC ACSA ° •• y, f EASEMENT ' -LOW EM "ME I I �SIEI ; NOTE: A WATER CONNECTION CANNOT BE ESTABLISHED ON THE \ - EET7 EXISTING MAIN UNTIL THE AVINITY ESTATES EASEMENT IS RECORDED. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. dF r ;COTTER. 05LLINS'Z Lie. No. 035791 ll�l 2/16/22 `Aj � z g; Z O' J_ ( ( � 0 Zw 0 O 0 Z O , ( J ( i N Ln w m i U H` � . Q i W F- Z� .. w i o o Lu Z� CD CN L9 m Ki N m W N z WN J Z W ZO Q W " LL� X ul _ W Q i Zw (D i H J� J� C�7 00 0 N u I--� W Lu In JOB NO. 202194 SCALE 120 SHEET NO. 6 .9-2A / THOT.MMA D1ANNY1B SR WB\1�P .131 PLATPLAT T.M.91-13 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B.1033-313 D.B.1033-313 D.B.619-368 PLAT 23+21 PROPOSED 8" G.V. & 8" TYPE A BLOW -OFF ASSEMBLY In VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT D.B. _, PG. I T. 91 A-B 1 OREN HASE IV,AVINITY AVON P PERTIES,LLC D.B. 67-750 D.B.48 -228 PLAT I ACSA GENERAL WATER & SEWER CONDITIONS (September 24, 2022) 2. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY(ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. S. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OFTHREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OFTHE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, z0z4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 22. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 23. THE SEWER LATERAL BEYOND THE CONNECTION AT MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 24. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 25. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 26. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 27. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. \ I \\ \ \ \ \ \ \ PROJECT BOUNDARY, \ \ TYP. f L L ASPEN, — ASPEN, \ \ II \\\\ I T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT w w Ln w i I J V - H' PROPOSED 8" G.V. & 8" TYPE A BLOW -OFF ASSEMBLY I I� I` J LOT ® �ll�l-1 � SCOTT/R. CbLLINS'Z Lic. No. 035791 .1:�_ 2/16/22 ,ei II z 1z l � x O O z O L_ z0 1- Q _ — — ROPO ED8"x a a8 }� OUTEE, (1) 6" G.V. 0 a I (z) 8" G.V. jAND Q M j oo o LOT U)a JJO � VARIABLE WIDTH PRIVATE SANITARY SEWER > w w w EASEMENT (EASEMENT LOCATED ON LOT 13 FOR VJI K CO j CO Ln Co q LOT 22'S SANITARY SEWER LATERAL/SERVICE) J L D.B. —, PG. — ``7 a s F a VARIABLE WIDTH ACSA Z w �w SANITARY SEWER EASEMENT Ln V) D.B. ___, PG. Ce I LOT 14 0 O to N N N N 00 n ti CD N 17 0 _ - _- g+00 _ II PROPOSED 6"G.V.&6" -I_ LO 54 ,- TYPE A BLOW -OFF ASSEMBLY o .--i L. a M LOT'55 ('n PROPOSED (2) 6" 4S° BENDS a I I LOT I ___ — — — — 7--- — MH10 LOT 2 J — _ _ 1 S PROPOSED 6" CL. 52-DIP 13+00 WATERLINE, TYP. i a 41 4 ASPEN — — — — — — — — — — — — — — — — — — — — — — VARIABLE WIDTH PUBLIC o PROPOSEDLOT ACSAEASEMENT d N LINE, TYP. — D.B. PG. _ L.. ,i - w O REDWOODREDWOOD REDWOOD REDWOOD — — Q LOT --- Q — _ J LOT 1 — — — — — — 1 1 IREDwooD " w w 57 g —I L— aw o N 43 — L — — — L — l � ASPEN ASPEN J � a EN , ASPEN , ASPEN ~ PROPOSED 8" CL. 52 1 1 WATERLINE, TYP. I 1 1 LOT LOT LOT LOT z~ LOT 8 ? a 1 LOT a 5 49 50 51 5z 1 1 o > g — LOT LOT LOT o o d L 53 PROPOSED 8" O LOT LOT 46 °J a 2z.5° W/L BEND 44 45 1 1 1 47 48 1 1 1 1 j l l a- a PROPOSED 8"x6" TEE, 6" O n G.V. & COMPLETE FIRE o LO 59 PROPOSED B x6' TEE, 6" F HYDRANT ASSEMBLY 1 1 1 1D- G.V. & COMPLETE FIRE W % r ° — — -- -- -- -- --- --- s d HYDRANTASSEMBLY 1 I l i (� Q 3+00. i , — OPOSED PROPOSED 3"x6" TEE, 6" .: / PROPOSED 8" CL. z DIP G.V. & COMPLETE FIRE S WATER HYDRANT ASSEMBLY • PROPOSED B"x8"CROSS, PROPOSED 8"W REDUCER, (1) 6" W F WATERLINE, TYP. SERVICE, TYP. 1 2+00 s 8�� ° W h . • > s G.V. AND (z) 8" G.V. BEND/L O N . ,:. 99 W J y N m W w- w W W W W W g m W W W , •e > f ' I-4 w w. w w w w. w w W - W MAY JACKON COUK w w U L.L — — — _ w - PROPOSED PUBLIC RCIA � W w/ W 2 +0011 20+0019+00 ; 18+0 ; ; ' PUBLIC R W ; 17+00 G 3 j21fO, w I --I MH8 :10H6 W X �T 6+00 • MH7 a ' y • . •.' - — J — -� — — , PROPOSED 8 •;: " . VARIABLE WID H CSA J — — — T.. — — — , SANITARY SEWER EASEMENT PROPOSED S ARY SANITARY w MH 4 1 — DB.� PG. 1 1 SEWER SE VICE 1 SEWER, TYP. I I I I I ILATERAL P.) LOT LOT LOT LOT LOT LOT 1 vJ LOT LOT LOT LOT I I I I I I I I I I 1 34 I 33 I 3z 1 31 1 3o zg I LOT I • I �, LOT 38 1 37 36 1 35 28 1 1 LOT LOT LOT LOT F' o I I I I I I I I I 1 LOT LOT 23 zz W 4 1 39 1 I 1 11+�0 1 1 LOT z6 z5 �4 fx 1 ASPEN I ASPEN) — ASPEN) ` ASPEN) l _ ASPEN) `— ASPEN) I — ASPEN) z7 ASPEN ASPEN ASPEN — J r r F r r r-- -4 1 — J — J J r 1 — — — 1 — — — — — — 1 — — — — — — 1 I — AS PROPOSED 8" CL. S2 DIP 2 UNITS ASPEN r --- --- -- — WATERLINE,TYP. 2 UNITS., — —F ASPEN L _ — — — — — — — — 20 EASEMENT UNITS z UNITS _ ° aUNITS 2UNIT5 O fi I / S 5 S S S S h - - C, M M M M M M M _ . - T.M.91-1-1E / !"- M M M M AVINITY ESTATES,LLC .B. 5124 678-A PLAT— D.B.4990-174 i EXISTING PUBLIC D.B.4894-228 PLAT .... -"' /' - == ACSA ESMT. D.B 558-379 PLA j I ­4 O N +00 0 1+75 +00 1 NOTE: A WATER CONNECTION CANNOT BE ESTABLISHED ON THE -- EET6 EXISTING MAIN UNTIL THE AVINITY ESTATES EASEMENT IS RECORDED. -� J ��� _�XISTING SANITARY _ M M M M SEWER LINE M EXISTING 12" DIP WATER LINE_ T.M.91-16D SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.550, PG.608 PLAT s S M M M M M — o — GRAPHrC SCALE + O 30 5 30 60 120 TIE INTO EXISTING 12" DIP W/L WITH A 12"x8" T.S.&V. ( IN FEET ) 1 inch = 30 ft. Lu w a ul) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 7 Pipe No. Size inches Easement Width Required feet Easement Width Provided feet 1 36 29.8 30 3 30 29.1 30 5 30 23.9 25 7 30 22.9 23 9 30 21.3 22 15 24 24.2 25 17 24 21.2 22 19 15 15.7 20 22A 24 15.8 20 21 15 15.7 20 23 24 21.4 Within SWM Esmt. 25 24 24.2 25 27 18 31.1 32 39 15 20.5 21 43 1 18 1 17.9 1 20 NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE �rv�tu PA" 500BG UUDU ARE ING WALL, so4TW�, SOOBG 98B 498 BW EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. IAMONDPRo- 498BW PROPOSED 8' HDPE YARD / COLOR: BLUE RIDGE 502 TW 498BG 496 BW., DRAIN SYSTEM w/ io' / 496BG NOTE: WALLS 30" AND HIGHER SHALL REQUIRE A HANDRAIL PRIVATE DRAINAGE 494 BW EASEMENT. DB.PG. YD-4B 50)T VARIABLE WIDTH WALL 495BG ' & MAINTENANCE 494 BW EASEMENT DB.PG._� YD j 500 TW ' ' \ LOT 495BG...-.� �__ ���' � �� \ I WALL A - 494 BW \ \ \ 5TA9f00YD 500 TW P V LOT V - =a9aso I 4496Sa ____-494 BW-- / / �\ '/ �' \ \ i' \ $ .:FFE-494.33 \ / YD-4A I \ / PROPOSED 28" YARD \ LOT - DRAIN INLET, TYP. \ 490.6 4 FFE=444:93 LOT AR=492.00 \ \ ¢ a- \ \ 10 FFE... 4.00 LO GAR-491.33 \ '.! \ �\ - 5;- \O PR POSED z2' e. . • ° ` 4./A ---- -- I p 386 ' UBL DRAINAGE 490.EEA 42 I `• �38AA A \ � ago os De.00 s w wPR1O2P+OI-00 LOT URT 1�I + 60% O12 AR_493.00 U FE=493.33 R/) w i - 38 40 i 490 I \ I p\\\ G R=491.33 =491.67 I •490. 1 � 1 \ I � I \y YOT - � � \\ �,' 1 sTD: CO-2 � I O.E _ . r \ GAR-491.33 \ �•, FFE=491.67 LOT / I GAR=490.6 �OT \ I II W '_ / • \\ FFE=491.00 \\ II GAR=492. W - - - GA=4.9.67 � I 6� a8 5• 4 \� \ I 1 = I FFE=492.33 LOT LO \ I FF=49tt 0.00 I + \ \ I r I BSMT=4S2.4 /4 , 3/ w Ln - LOB _ I L.LJ \ vII \, 14 136A �_ I ` PROPOSED DRAINAGE ' SYSTEM, TYP. -- �L B -- z i I , TA. O+OQ WIDTH WALL 480BG U � 1 $B `�� \ � 3 NII 1O' •'. PROPOSED V � � &MAINTENANCE EASEMENT Q \ +,,, •,. TD. C a OPOSED VDOT D 6-_ ' 17+0 PROPOSED VDOT WALLA- / 1 0 506 TW / 06 TW YD-4D / / / 508TW 498BG 508 T 50013G 505 B I 500 G 498BW / COUNTY DEFINED /508 TW 49 BW / / PRESERVED STEEP l / SLOPES, TYP, 506-TW 5 T BG 500BG 498 BW / /MATCHL-1 / 8B soft SHE / / g 44 YD - 4D - YD-4E //N1A_ G =�.33 // �� `,. LOT �\ E; SEE1'►SH� 7 / / / A EET A = t92.50 I / / / \ B S' MIN. HORIZONTAL SEPARATION REQUIRED BETWEEN -\ ACSA UTILITIES & STORM SEWER, AS SHOWN. TYPICAL. / PROJECT BOUNDARY, FFE=491)�92 BS 482 09 BU OFER, TYP. ��� ZOW B ANCH STREAM x \ \ /PROPOSED SEGMENTED / RETAINING WALL, /: � / ' CONTRACTOR SHALL EXTEND EXISTING / DIAMOND PRO - / ULVERTS SHALL BE � � � CULVERT BENEATH RTE. 20 WITH PROPOSED / COC�OR: BLUp� r' 6" DETAIL 5 7 E RI OUN RSU K A WIDENING. SEE PROFILE ON SHEET,, FOR \� WALL B - / NIMUMS OF THE CULVERT EXTENSION. / STA.04,54 5 TW� / K� \ 474 Y 478 80 T 474 W (2) PROPOSED 48" RCP �, 4766 61 CULVERTS /1000, 474 7 �1 -- 1000, 12+00 12 PRPOSEDV-DOT STD. EW-2 -- xj__v UB CFOA� - OSTD.CD,a _-+15+ ion ROPOSEDVD07 16+00 i" -.n -PROPOSED VDOT _ Lt3 - - - - ... C OPOSED B" `/ it OT \ -I r i ------ - --.-- - -- __ -- 70 ___:_� OSED 20' y % LO S4 1 48 34 I DZ� ) / (z) PROPOSED S0- RCP �-- - - --- J PROPOSED VDO X0O 0" i LEANOUT, T I I / UBLIC DRAINAGE `�`� I CU@ERTS� _ O� r� 1 PROPOSEDVDOTSTQ._v. - '>'� ` _ - s 4s �� I 1 I / PROPOSED PUBLIC - EASEMENT - 22 GAR=R 6 � / DB.PG. FFE=49 .00 - I " I I / DRAINAGE ��cP ass.ol FFE- S8. -/ I CULVERTS SHALL BE EASEMENT PROPOSED VDOT STD. EW 7 � I i COUNTY D FINSTE D =47 4,a / COUNTERSUNK A \ s 2.9% - LOTS MANAGED STEP s M _ GAR- 67 '� I SLOPES, TY 3; ^' I I / MINIMUM OF 6" _ / CULVERTS SHALL BE FFE-4 ]�00 , - 3 CULVERTS COUNTRS ALL C(JW BRANCH STREAM � � MINIMUM OF6' J 2.7% L�T 56� I PROPOSED 8 HDPE YAR 1V \ O� O DRAIN SYSTEM w/ad GAR=4 0.67 / ( FFE=49 .00 '� I PRIVATE DRAINAG LOTS PROPOSED zz' EASEMENT. 32 - / J .e 1.7 I PUBLIC DRAINAGE _ _ } • ' � � � ' ` / 2.9% LO 57 I I EASEMENT - PROPC VDO 16 J- \ / -- a T I/ GAR= 90.67 I DB.PG. m 6 -,y✓, �� INTERMITT ST EA ___\ 2 FFE=4 1.00 s 31 STD. CDC / / J � G ',I PROPOSED 8"HDPE ROOF/ i _ 3 / OE=48 .33 / T / \ FOUNDATION DRAIN / /FFE=486.33 z > F ..I SYSTEM wl io'PRIVATE 30 ---- / .� �I' a ° 40 z,7% LOT 8 1 �" T o0. a 5 DRAINAGE EASEMENT / � a > � GAR-490.67 I DB PG. � ROPOSED VD9T � \ \ ar I ^ � PROPOSED PUBLIC / d' - FFE=49� .00 ° •' 1 / s4.' SAD. CD-z a 53 w a I _ 29 i A / / go' DRAINAGE tn. _ PROPOSED 28" YARD \ ( / .� - -/_ EASEMENT / / p .,, 2.9% L rn II DRAIN INLET, TYP. ,14 Q / /9 -j \\\ 2j '1 -"�� OUOTFALEDRIPRAP TO EX I LNUI U GA -495.5 4 g� I ' F E-497.5 GA = 93.5= 7 '1 LOT �(j I •. / \ ' STREAM'S BANK" FFE=495.50 a FFE=4 1.00 I 2$ a85.3 \ _ 1 1 I I YD- 2 a 17 r P. OPOSED VD T STD. ES-i i O sQ y / •J ` I 6a.. / / GAR=485.33 I N + 9� ,.7 P SED VDOT / I a • \ F P OPOSED 30' /�fi\ �\�i ,,. / - PROPOSED SWM FACILITY & 5 a �^1 STD. CD-2 / _ _ i MAINTENANCE EASEMENT 49a.35 � � I / .-� V P BLIC DRAIN E � ' a9z.a 9 / / 1 S v EASEMENT / /��._PG._ J G PG.I / o� / \1�ba / / POSED 32'PUBLIC / /i�,�i DRAINAGE EASEMENT/i r�/ / GAR=4 .67 PRO DRA w - / ALL LOT DB. PG. Wi8 /���� ? .67 / i i i 81 ZJ FFE=48 O / 1 7+ / / 481BG 46 A w / LOT 476 �W 5 GARS .67 / , �% ' is+oo / v � g9a.3 • °. ° ,. _ 45 ,-� 'as6.o - 9 / i PROPOSED SEGMENTED 48 1- \ a9z.3 46 - 43 30 �i���n �. R=486.33 LOT / 41� RETAINING WALL, FF i� � a DIAMOND PRO- \ / J1i`�' , '� / 81 T COLOR: BLUE RIDGE / _90 �� \\ FF 486. 20 / 478B 4766 --- - - - M� >� 89., _.. r; - A \ \ \ ROPOSED z PUBLIC 'GAR=494.67 - 488 8 488 4 488.4 \ 21 J FF 495.00 FFE-493.33 O w 59.67 ,', ,-. ,.. �� � 5' / 3 489.67 4 pROPOSEDV R. �� _DRAINAGE EASEMENT I ' L WIDTH PUB IC 2 �- LOT III DR INAGE EASE ENT LOTLOT LOT LOT LOT zz LOT z6 �5 24 FFE=49633 GAR=495.67 i �\\� _ J PROPOSED VDOT 27 FFE=496.33 FFE=496.33 BSMT=486.43 FFE=485.77 - F I STD. CD-2 - J FFE=497.0 FFE=497.0 BSM=496.343 BSMT=486.43 / / 23 _ F BSMT-487.1 BSMT 487.1 � - N / - - - I - - - - '�°. •� • , ° ` - / `� APPROVED S FA Y. ---4eO t_ _ ° / / P SED VDOT STD. ES-2 L 47 _ - SEE W PO z o00 37 9 �g __ -z AMENDMENT#2 OR DETAIL / 24 4��- \ / / / / / // ��� GRAPHIC ,"SCALE -- H60+0 --- S 1+00 -4 �_ 1+ 'j 6 / _i`�-"���,C� COW BRANCH STREAM zz ROPOSED VDOT �� - - PU DRAINAGE BENEATH PRIVATE ACCESS PROPOSED,V�� OT STD. ES-2 PROP SEDz3' - PROPOSED zS' WALL D - 481 TW ..L f1 l `)n PROPOS€D8 HDPEROOF/ +00 % NT RQAEC4 INE TION= P#AAo_ _ � - 478BG -'�_<\ _ I / / Z - .. -• i ---BB:_PG.__ -EA IOA$RAIN S GCSE -47bBW \ I / / / / 1 inch = 30 ft. DE G. LOCATED WITHIN PRIV TE DB._PG._ 2h Lic. No. 035791 a- 2/16/22 w�1 z z w w z 2 a 0 dg o ~ ~ Falu> o d6 O Z Z = Ln ZO 0 c' O 2 O O Z J � a � a W w wF m m m H En a w a w w a > a � W zw .--I .--I N N oo � N Cy N o / 0 z t� M M N M d" W N z W N J Z a_ Lu U � (�� W 1 1 1 EW X 0 � V E� (< rn W H E"^ J� W IIIIIJ V O O 0 N U u w w 0- U) JOB NO. 202194 SCALE 1" = 30' SHEET NO. 8 AL STA. 499 A i 94 � / SCOTT R. LLINSt2� U Lic. No. 035791 ,1, 2/16/22 �4 j I IONAL V, > r 1 �2 UP IJ LOT 491.8 W W 6.0% z � � 12 AR=A93.00 1 g2: F IFE=49� 33 I a O O \ < z O 3E 0 a > - - - :3 as as r - O G R=491.33 5.2% U Q j Q =491.67 I Lf)w O U O _ p U Q U I kOT � z i Ln Lu o < �I Vl w co m m m 00 I ¢ > a _ to w w - a a --- -- U-I - - > C] O - - - z w w _ Lf) - GA =489 L . ILLI I FF =490. w w w 1 LOT - z 1 ILL �- z I� ' Q \ 18B C STD: EWa N o n NOTE: WALLS o AND HIGHER $ / PROPO E6VDOTCD 48 7+00 � N N WALLC- HALL REQUIREAHANDRAIL / ^\1 3 PROPOSED VD T o nr / STD. CD STA.0+00 PROPOSED 532 TW STD. CD- 532BG � PROPOSED SEGMEN / 1 8C 18A - 524BW RETAINING WALL, PROPOSED 8" HDPE YARD PROPOSED VDOT/ DIAMOND PRO- - STD. CD-2 32 TW COLOR: BLUE RIDGE DRAIN SYSTEM w/ zo' � 1 9+00 B+00. ` A 5 PRIVATE DRAINAGE s24 B EASEMENT. --- _ DB._PG. 18 �2 / __- -� PROPOSED --I 22A ZO - - - - DPOSED 8" EASEMEN - 'Z'� �LEANOUT,T r � �\ \ \ -�_- _. TW / VARIABLE P IDTH WALL � - � �/ WALLC �,_ _ _ / .ZDX� '_ 504 TW 2 BW 528 TW / 506 TW / 50 5046� / UBLIC DRAINAGE 22 1 48 OSE sz6 - Soa Tw 4 DB. P . A249R� 524B �= MAINTENANCE EASEMENT A. 4+30 DRAT zo' / 21 . - GAR=49 .6 1 ,� / FFE=491.00 YD-3F3 522BG - so4BG oz BW 2 - \ \� 5� BG - - - - 516 TW 514 TW 512 TW -504BG v 520 BW 518B� 516E 520 TW 518 TW 510 TW gW - YD-3E �\ s1s Bw s 516 &W 514 W 514BG 512BG S10BG 5086G 506BG 505BG I 0 OJECT / � i � _ M �ATCZ"53___ 12 BW _ 510 BW 508 BW 506 BW_504_ BW=n,2{� NDARY, \ // I _ SS � LOT 522 - BouTVP. FFE=491.00 1 1 LO \ \ �� _ _ _ _ _ 5� 1 - - - - z.2% LOST 56 °1 1 �� PROPOSE 1 1 6, �42 - - __. - - - - - _ _ - - _ - - - - - - - - -- - - I f3AR=4 0.67 , I O DRAIN _ _ _ / PRIVA i 4 1 YD-3D _ _ _ GAR=525 AGAR-523.50 - - ��- YD- 3A - - RAIN INLET, , TYP. _ / - - - _ FFE 49 .00 \ P05ED22' EA FFE=52 .00 A FFE- 5.50 �- - - _ _ P BLOIC DRANA - - � - - - -� - - - -_ - - - / - / i � I / a3 ' _ 2.9% LOT S7 � •n 11 1, 7 11 U EASEMENT GE p L I GAR= 90.67; 1 YD-3C _ Y__D-36 1 1 I v ° - DB._PG. cv 43 L _ L L - / ,(� O YD-3 / '� FFE= 1.00� °•� PROPOSED 8' HDPE ROOF/ - _ N GAR=522.00 I I / q(w FOUNDATION DRAIN L szz.a h Q � � FFE=;•24.E7(T- - / / LOT T OT T � Z > F- � SYSTEM w�2o PRIVATE Q' -� CD , V / �y,(•�'T m Q 2.7% LOT 1 DRAINAGE EASEMENT 'Xr / j9 5p .51 52 I a > GAR=490.67 I DB:PG. LOT LOT LOT 1 / 1 53 o FFE=491.00 / sz o S LOT LOT /48 / / twit -r PROPOSED 18"YARD - w / 7 / w 0 ry 11 DRAIN INLET, TYP. 4 GAR=507.50 GR=5o5.0 G R-5o1s / / > a z.9% L GAR=519.33 GAR=S 0 GAR=511.50 GAR=499.5 GAR-4�97.5 GA -495.5 � C) f _ ��qq I �"� S7 FFE=521.33 FF =S1" FFE=511.5 FFE=509.5 FE=506.1 FFE=503.5 FFE=501.5 FFE�99.5 F E=497.5 GAlj-493.5 a 90 K7 1 > 7E=495.5 - - FFE=4 1.00 I „P•' i 31 �� �' � .. �� _ I I 1 � 1 2311 N �, \yam/ c " -'.: ., :;. / .Sff -PROP SED VDOT 7 . i _ SED VD _„ N N++�+ ..; : ) ,�,+ --- / �- STD.CD-2 / w m 503.05 00.45 498.35 496.36 494.35 �+ 5 �. 492.45 9 514.05 / \W 7 446. w w w, w w1­NC - w w° l - y+' i ---- / W x � dS w w. w � w w i. �wA Y1ACI�$ON COU� w w / U //II''11 PROPOSED z4"NARD 0 / ! 52A - �� ' OS VDOT j PRO SEDPUBLIC ROAD w- 15 W tJ 7 DRAIN INLET I % �\. 3. 50A STD SD�1 - 3 a 3- -E49� PLl$LIC. R/W) 46A ' �_ z 7+ A ,1 p 0 _ i .°520.5..°, /, .• ° 3.15 '•' •:°.. 500.50°.. •. 486 F. .. .. Q94.3 80 44A YD 1 506 ' ° 52 ,' ., 518.Z5' :' -... ° •„ . 'Si4.29 . X -48 8 .8 SYSTEM, TYP. - - - � - � - � � m - - - W �� � 0 GAR=498.00 �. � � GAR 494.67 � M-0 .'T � � 4884 4884, GAR=519.0 = 1- GA =511.3 FFE=500.33 FFE=495.00 w 89.67 489.67 4 .FFE=507. �- FFE=504. FFE=501.6 FFE=498_ 488.8 \ 2 BSMT=4904 BSMT=488.4 FFE=49.33 1 szz.00 WT=59.58 FFE�-515.67 /FFE=51'�6 BSM 497.7 BSMT=494.4 BSMT=491. \ FFE=493.33 3 I ROPOSED V R y [� G R-524.00 FFE=521.67 T=509.7 SMT=505.7 / BSMT=501. /E=5,��y'33 - BSMT=511.7 LOT LOy LOT LOT LOT J L WIDTH PUBLIC - vJ I / 1 SMT-oµ4.4 F�SZ243 1 LOT LOB' LCLY LOT ( 2 1 p LOT DR INAGE EASE ENT - - / -z4 /33 3 3 3 2EY / E- LdT 38 37 36 35 / / VARIABL WIDTH WALL 1 8 1 Dg.PT LOT LOT LOA / / & MWENANCE --- 1 I LOT LOT F' 4 � / E SEMENT V 1 I I LOT LOT �3 22 W 39 1 1 / 1 1 D . PG. 1 1 -- - 1 I 1 z6 25 � . FFE=496.33 GAR=4 e77� . 94 / -- / / - - _ - - _ _ I I I _ - - - -� - - _PROPOSEDVDOT _ -2] SMT-486 4 FFE=4F4 PROPOSED 12 HDPE YARD � � / /' / L - - J L - - - - r L r FFE=496.33 BSMT=486.43 / DRAIN SYSTEM M 20' - I - - - - - - _ I _ STD. CD-2 FFE-497.0 FFE-497.0 BSMT=486.43 BSMT-486.43 I L - - L - L - - BSMT-487.1 BSMT=487.1 / I PRIVATE DRAINAGE "� - _ - � - - - EASEMENT L / r -J / �49 ------------ --_--_--_-- 1'E. ° U DB� PG. �- -) '6 rL _ _ - _ P SED VDOT STD. ES-i - L O i 0 490 TW E CO-1 A 1 / 486 BW - 9 9 1- , 860+0 8 1+00 4 1+75 �PRCI> OSED 22' PROPOSED CULVERT ED V PRO + PROPOSED SEGMENTED PUsL{� RAINAGE BENEATH PRIVATE ACCE51S _ T PROPOSED VQOT STD. ES-i P SED 23' \ \ \ \ J 100 I_ 100 �¢ agEN onnnrnniniFCTIO._ -on �&�21PRA;ib ELJ ROPOS D PE RQOF( `� S S S S :, - 8 B aZ CD - --EA IOA$RAIN SYSTEM 4906G COLO - D WITHIN �,.,tu MOND PRO --Dg. �F. WI w M WALL- 0 iG_tG_.. R8. 484 W- � R: UE RIDGE 3 490 ---- - B� P� OD�INA�GTH r, M M IM M' - I - _ ,,,• �• � „ a9Rrw J 49 9DBG - M -_- - - M- _� - �dF - M JOB NO. / - - _ M - \i /4>3'w % M M- M ��� _ - - -I 202194 -M M / // - -_ - - + \ SCALE \ / _ \0 30 5 30 60 120 1t1 301 IN FEET SHEET NO. ) �\ 00 --� � � � 1 inch = 30 Ft. �� 9 LOT CIL (MINI R) FlNISHEOGRAOE) ll�^:3^:i 3/4_yi (pUHiING�I- -I- -I- (RBBI-I` 4 10 LANE) LANE) -I- (PLANTING BE)CURBA lLl 4 TGURhRII STRIP (BIKE (RAVEL (ERAVELLANEI I'll STRIP I -FIG 1 R'W-FIw TYPICAL STREET SECTION - 45' PUBLIC ROAD R/W (CALAXIE FARM LANE - STA. 10f00 TO 14f10) 25 MPH DESIGN SPEED (SCALE 1•'=5 3/y':3 6' S (PLANP_ _ 4 10' SfRIPL IGE E CURB. (DIKE LANE) (TRAVELLANEI GE ES) 1/( °:1 aly':i ANPn .STRIP) 6' 1 5' 6' ;CONSREIE (PLANTING BIG-B ON STIES .SIREWALK) STRIP) NRBB PARKING) fly':i CIL RCS nrOF FINISHEIGRAOE) NO ON -STREET PARKING ALONG ROADWAY CIL FINISIPawTOF H �Ge DE) NOTE: 1. ACTUAL PAVEMENT DESIGN SHALL BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. CBRS SHALL BE PERFORMED DURING CONSTRUCTION AND THE INFORMATION PROVIDED TO THE DESIGN ENGINEER TO CONFIRM THE PAVEMENT DESIGN FOR THE DEVELOPMENT. 2. A 1" BINDER COAT SHALL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC ON RUBIN VERA PLACE AND MARIE CURIE COURT. THE FULL 3" BASE PAVEMENT SHALL BE INSTALLED ON GALAXIED FARM LANE AND MARY JACKSON COURT TO HANDLE THE CONSTRUCTION TRAFFIC. 3. PAVEMENT ON ROUTE 20 SHALL MATCH THE EXISTING ROAD PAVEMENT THICKNESS AND DESIGN. 4. THE SM-12.5A MAX LIFT THICKNESS IS 2". THE ADDITIONAL LIFTS MUST BE PLACED 1 YEAR APART PER APPENDIX II OF THE 2018 VDOT PAVEMENT GUIDE. 44� 5 10' 4 c-s (IRAVELL NEI IBIKEL f C "B8 32' F/C-F/C c TIER 5j R/W-R/W TYPICAL STREET SECTION - 57' PUBLIC ROAD R I#r (CALAXIE FARM LANE - STA. 15*41 TO 167L48) 25 MPH DESIGN SPEED I (SCALE 1--5)QL (MIRROR HNG-ERGRARD 114i s' 4' 10' 10' 4 (aG IBIKBLANEI II RAVH IANF) RRAVELLANp IBIKELANG CUR.A-- - 3B' F C-F/C cunER) 67'R/W-R/W TYPICAL STREET SECTION - 63 ' PUBLIC ROAD R/6Y (CALAXIE FARM LANE - STA. 16*48 TO 167L91) 25 MPH DESIGN SPEED (SCALE SFE 5') mLoE FINISHEi GRADE) 114"'i A EN GTRIP) 32'F%C-F/C - - 53! R/W-R/W TYPICAL STREET SECTION - 51 ' PUBLIC ROAD R//,V' (C°4LAXIE FARM LANE - STAR 147L10 TO 15f41) 25 MPH DESIGN SPEED (POINTER CIL FINISHEBGRARE) BIB 1' I 1/ ..i. 4 d IBIKEL E (IRAVELL NEI �1.■■■■■■■■■■■■■■■■■■■■..■ 30' G." JII (IFAVELLANE) GCURBB ITER, S4 F/C-F/C 49'R(W-R/W TYPICAL STREET SECTION - 49 ' PUBLIC ROAD R/n' (NARY J.4CIfSON COURT & MARIE CURIE COURT) 25 MPH DESICW SPEED /SCALE.QI 1••=5 t CIL HNSHEDGRARE) 5 IN-EREET 10 10 (EENG 'ARCING( RRAVELLANEI RRAVELLANEI CURB& 3o F C-F/C currsl 55 RIW-R/W TYPICAL STREET SECTION - 55' PUBLIC ROAD R/r (NARY JWOKSON COURT - STA. 137L01 TO 13*49) 25 MPH DESICW SPEED (SCALE R"=5) GRI \GR DOE B VAR. WIDTH VAR. WIDTH L` RRAVELLANFI TIER) RRAVELLANH VAR. WIDTH F/C-E/P DITCH VAR. WIDTH R/W-R(W IL STREET SECTION - MAR. #'IDTFI PUBLIC ROAD R11#r (CALAXIE FARM LANE - STA. 167196 TO 18iL35) 25 MPI! OGSICN SPEED (SCdLEI" 5 CIL (POINTOF 5 FINI HE GRADE) R - I 114":i E%CRPDE� J VAR. WIDTH 7777V�M. WIDTH CRAVELLANEI VELLANEI VAR. WIDTH E/P-E/ 6' DITCH VAR. WIDTH R/W-R(W IL STREET SECTION - VAR. A"IDTfl PUBLIC ROAD RI)F (C.ALAXIE FARM LANE - STA. 187L35 TO 19f04) 25 MPH DESICW SPEED /SCALE >"=5J CIL (PDINTOF FINISHED GRADE) nnnmm.!■nu■n■nmm�nnnnun�I 1 e moon TYPICAL ALLEY SECTION - 53' PRIMATE ROAD (MER.4 RUBIN PLACE - STA. 10f64 TO )II 15 MPH DESICW SPEED (SCALE1- 5 ) STER 6' (PARKING SPACE) 6' -(CDNCREIE- .SIDEwuKI RIP) ANDER GRIP) ANPN TRIP) 3/ '°:1 O' IRAVELLANH 6' NO ON -STREET PARKING ALONG ROADWAY INNER TRIP) LANE, 'C' I 1/�":i R14 :1:1 NO ON -STREET PARKING ALONG ROADWAY .SIREWALK) NO ON -STREET PARKING ALONG ROADWAY CIL (BE I FINISH IERAOE) 22'ElP-F/C 27' R/W-RM PROPOSED2" SM-12. EXISTING EXISTING STONI COMPACTED Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Subbase h a Dp Gala= Farm Lane 523 2 543 4 4 12.63 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Marie Curie Caret 104 2 124 4 4 7.49 SM-9.5 1.5 1.67 BM-25 1 1.67 21A 8 0.6 8.98 Mary Jackson Court 391 2 411 4 4 11.66 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Rubin Vera Place 70 2 90 4 4 6.38 SM-9.5 1.5 1.67 BM-25 1 1.67 21A 8 0.6 8.98 )TE: PAVEMENT DESIG7 FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION D NDARY ROADS IIp'VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. 01 c , , -- I I ----------GALAXIE FPRMLPNE � a , ww n BE -------T--�- B, ED t_ IIII (IIII III III I, I, II II �- ( I III... .. .,.. ... MARY JACKSON COURT PROPOSED PUBLIC RD RA / I I I I I I 11j ,I 11 III 11 III III II II I 1 I , ; I� 'I ( III I I III I I IIII II I II IIII II I II II I II III IIII II I II IIII � I \, I _ TRIP GENERATION MAP EMERGENCY ACCESS/ - - - PARKINGLOT SCALE = 1"=100' ASPHALT PAVING - MILL/OVERLAY ALONG ROUTE 20 NO SCALE PROPOSED i.5"-z" SM-9.5A SURFACE COURSE \ SCOTT R. LLINSZ / L,.) Lie. No. 035791 2/16/22 cv�j O.LJ. PueL)c RED � i DR '/ PROPOSED / � � � ' • I1 / / It GPtAXiEFAPUGO RD) / C" L DR nR. REa i O ~ D Ln W IF Z J L L � � / > ¢ C Z L TRIP GENERATION CALCULATIONS �W/ TRIP GENERATION BASED ON ITS TRIP GENERATION MANUAL (ioTH EDITION) li 43 SINGLE FAMILY DETACHED UNITS (CODE 210) 16 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 22o) ADT: 523 VPD (261 ENTER/ 262 EXIT) AM PEAK: 39 VPH (io ENTER/ 29 EXIT) PM PEAK: 52 VPH (32 ENTER/ 20 EXIT) F � W E f�C 0o F Q 1 L � W - d I w L to C LU DL C N N N N N N_ (VARIABLE WIDTH) o " ID N 4" CONIC. '" C) NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER \\//���/%\�/j� ° ° ' d ' ��j��j✓ice%i\! /i "\ "\wB,4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE PROPOSED 3"-8" BM-25 IFO o.5' TO 12.5'. INTERMEDIATE EE PAVEMENTCHART GENERAL CONSTRUCTION NOTES FOR STREETS' PROPOSED y"-8" zz-A R DEPTH OF EACH COMPACTED AGGREGATE BASE AVEMENTCOURSE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE COURSE COMPACTED SUBGRADE-------__., \�\%\//\\//\//\// ///\//\//\IUD \\ / / N \ ASPHALT PAVING -PROPOSED PUBLIC/PRIVATE ROADS NO SCALE PROPOSEC 3-4"HARDWOOD. 2USTONERDUST/\g' %n' NI N 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 COMPLET70N OF FINE GRADING AND PREPARAT70N 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 /S 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 SURFACECOURSE NATURAL WATERCOURSE. PROPOSED4"BM-25 .5'or SI 4. GUARDRAIL LOCA 77ONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD INTERMEDIATE COURSE EE PAVEMENT CHART IF0 VERIFIED AT THE TIME OF CONSTRUC770N. ADDI170NAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE PROPOSED EG TEBCOMPACTED AGGREGATE BASE COURSE RDEPTHOFEACH AVEMENT COURSE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT lS DEEMED NECESSARY. WHEN GUARDRAIL lS REQUIRED, lT SHALL BE R COMPACTEDSUBGRAD INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER ,C� \\/\ WIDTHS\\/\\/\\�\\/\\��\\/\/�/\\/\\�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• ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE R ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT CONVENIENT ACCESS. 1/4..I,. SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE 1/DOT FOR PUBLIC ROADS. WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 12•VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND ANY CLEARING, GRADING OR OTHER CONSTRUCTION. FILL 7RANSIT70NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 3D' (TRAVEL(.)NE) (2 DR.. 3, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 13.A VIDEO CAMERA INSPECT70N IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S 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. TYPICAL ALLTY SECTION - 27' PRIMATE ROAD 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN (MERA RUBIN PLACE) NOON THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN GENERAL ROAD MOTES.- -STREET ORDER TO STABILIZE A DRAINAGE CHANNEL. 15 MPH DESICW SPEED (SCALE' I"=5) PARKINGALONG ROADWAY 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR GRADING UNIFORM TRAFFIC CONTROL DEVICES. 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT CIL B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT. GI TOF ,IN BEER DE R PIPE -CLASS Ill. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF 1/4":":i � 9. ALL EXCAVAAON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND 1G. --� (RAVELLANE) RAVEL LANE) 4D'E/P-F/C GUTr.e) 45 R/W-R/W TYPICAL ALLEY SECTION - 45' PRIMATE ROAD (MERA RUBIN PLACE - STA. 12f95 TO 13*55) 15 MPH DESICW SPEED (SCALE r'=5 TOP OF ¢" 2" R NOTE: VDOT #57, #68, OR #78 1I CURB STONE BASE UNDER CURB& LOT CHECKED BY VDOT PRIOR TO LI E a PARVING AND/OR BACKFILLING A 6" 13" FIR < a 7" MIN. STANDARD CG-6 CURB & GUTTER NO SCALE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECT70NS SHALL BE REMOVED. 4. ALL VEGETATI0N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM 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 SPECIFICA7ONS 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 77-IE 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, /I OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COIWPLE77ON OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. I w w a � 30B NO. 202194 SCALE AS SHOWN SHEET NO. 10 JUNCTION BOXES. TRANSFORMER PADS. PEDESTALS. ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT OF WAY. VARIES �10'f01, S' -�.10' S' WATER SEWER 3 p i p rc £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CAHLE, ETC.) EASEMENT WI➢THSI WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD HE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 PLACE 5' GALVANIZED " WETNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 1 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I II ADJUSTABLE VALVE BOX W/ LID z II U f I MN N a --- M.J. GATE VALVE WATER LINE 4 L 1 2500 P.S.I. CONCRETE P 4 2'x 2' BEARING AREA. THRUST BLOCK.d. M. 4, o ° A NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 3/1G" STEEL PLATE WELDED TO P05T & GROUND 5140OTH- 2-1/Z" DNA. GALVANZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA TELLO 3/4' DNA. STEEL PEN W/ HEAD W/ 3/5' DNA. HOLE FOR "I LOCK LOCK FINISH SURFACE m 3` DIA. GALVANIZED STEEL PIPE SLEEVE p CPAWT A15OVE GROUND �` I PORTION SAME A$ POSTS N CONCRETE FOOTING 3/1G' STEEL PLATE WELDED TO SLEEVE ]2" NOTE, DRILL A 13/1G' CIA. HOLE THRU BOTH THE P05T AND SLEEVE FOR PIN PLACEMENT. EMERGENCY BOLLARD DETAIL NO SCALE FOR ALL B SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 250 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 200 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 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 L THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. Z. USE 2500 P.S.I. CONCRETE. 5. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 M-3 1' COMPRESSION x 31V MALE PIPE COUPLING Ce APRi0K0 EWAL 1' TPE'K` SOFT COPPER FOR USE OR ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESIDEmmA1 AND IRRIOATION SFAMC6 t'.t'xl' TEE NO E xo SNEAIED FImNGS x• DUAL SERVICE 4 1' COMPRESSION x 3/{ MANE PIPE COUPLING OR APPROVED EWAL 1• TYPE SIP SOFT COPPER OFOR USE ON DETAG® SNGIE FAMILY RESDENTAL SRVCE WHERE AN IRRIGATION METER IS NOT PROVCEL. SINGLE SERVICE NOTE. 1) SADDLES SHELL BE USED ON PYC PIPE, CAST IRON UD - - FIRWBD GRADE LaxwNG B^LL METER W Du lea Box 35' MIN. LOPPFASEITER tro ROD COWING ys- - - METER CONPpUTON SON, BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE'+ EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL aMIN. 12" CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS fi'. ` 12` THICK WOT No, 68 STONE BEDDING 8"x8"x16" AND 4'x8`x16` SOLID CONCRETE BLDCKS wA�(aETER ACH) 1 DOGHOUSE MANHOLE BASE MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE 5-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1' -0" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS. 1 ON EACH SIDE OF OPENING 12' MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES:��,,,�,,�, 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG, S-1-Al TD-26 IIBSUI Top View 6" MINIMUM ° 4' 1 zi 14 - - 1 4" MINIMUM NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum e CNtiflcotion of 95% VIp� compectiom required d l 14 4, 4 Galvanized Steel Beam, e W12 x 14 (min. size) d 3' min. penetration into undisturbed 45 soil or as approved by the e / ACSA. III IpP�rt� TYPICAL THRUST BLOCK IN FILL AREA TUTS FIG. W-38 TD-5 i COVER LIFT NOTCH 2 3/8" 1 WATER 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 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN ip ly � xi � �• BRANCH I I FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " FEE! INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-S TD- 27 TD-13 w lE JH 90 -� ES Oy L EE Ad a Q EE Z OE 6 E� _E J E M� - ;�Na Try Pt, -00 I- FINISHED GRADE =1TI= f=-1=nr=ITI_ FT=nr=1T1=7fT= TRENCH REDUCER -s f .A - - - - - - - - �2500 P.S.I. CONCRETE THRUST BLOCK ---- a - UNDISTURBED SOIL MN i_ PROFILE VIEW UNDISTURBED SOIL - EDGE 1• 24" MN. - - - OF TRENCH- d � REDUCER . . f 8" MN e- - a A.da 2500 P.S.I. CONCRETE THRUST BLOCK 8 MN .----------------`n----------- UNDISTURBED SOIL - EDGE OF TRENCH d 2MN NOTES: PLAN A VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TYPICAL MANHOLE FRAME & COVER N.T.S FIG SHAD TD-31 TD-7 NISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE V BRONZE GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS �TYPE "K" SOFT COPPER TION STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED, 2) FOR WATERLINES SMALLER THAN 12" USE A 1' A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TO-2D SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERWCE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP CCROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE. SERVICE LATERAL _�rl!N 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 5' MIN 2' TO 10' (270•) 1B`-2z' ALVE BOX 7 CU. FT. #68 STONE 42"MIN 6" GATE . "•.t VALVE i N . 8" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST �..H UNDISTURBED STABLE SOIL STEEL PILE -----..III WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-6 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL V21'rIN , r INITIAL BACKFILL BT241 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 4 MI INITIAL BACKFILL a MI UNSTABLE 6" 8" SOIL�� MIN. _ MIN MIN. #68 STONE �RANULAR FILL AS 'k�:.. A�PPROVED BY ACSA `\ S 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 INI7IAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TO-2 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION I INITIAL BACKFILL* (6" UFTS) EMBEDMENT* 48-MIN THOROUGHLY COMPACTED SPRING UNE BY HAND OR APPROVED TAMPER OF PIPEMECHANICAL HAUNCHING N0. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 TO-34 SCOTT/R. CtTILINSIZI ti Lie. No. 035791,'a p12/28/21 ow�4 �'SIONAT. Vll G Z g� Z J_ C ( O ` =1 c oz 1; F aKEC Z�� 0 ( .J L OZ O [ Ur) [ LU ED a [ 7 H W Z� N W N N Z� rH M M N yM V W N z` W N Z' o W Q Ln 111111111� O 0C a 0 F-' L U p 0 Z_ °� 06 x Q w W " o � 2: W X Ul a J zW I-4 J� ® O O N U H- LU I- w _ a (n JOB NO. 202194 SCALE N/A SHEET NO. 11 2016 ROAD & BRIDGE STANDARDS o e, I GR-2. 2A 11'i 6 IT.8" I%" WASHER I S "+/"" 18" BOLT L NUT - !!! ;'f' HOLE - �"" HI)LE -- _ -� < 6"• 8".1'-2- TREATED RUNE BLOCK 8 •8'X1-7 Yi HOLE AOR 0" RECYCLED MATERIAL. T �• TREATED PINE 6 BLOCK 012 RECYCLED CALV. STEEL 100 o •" MATERIAL COMMON NAIL SEE NOTE 5. w '': 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 6.....i1-2" TREATED _ CONTAINING STEEL BLOCKOUTS. PINE BLOCK f /�• ''• BLOCKOUT FOR MAINTENANCE T .1 REPAIR ONLY SOUTHERN RIME II�_TII ^ 19 � 7i'i° LESS TF9W 1'-O' IJ %a HOLE 6x8 WOOD POST T 4"• 8"•Y-2" TREATED W, PINE BLOCK. sTRw1c POST THE RARD GR-10 TYPE IIIOR WHERE E 4" WIDE BLOCKOUT REQUIRED T GUARDRAIL STff'0f SPECIFIED BY THE ENGINEER IN THE _ PLANS. A+ ]ir T DETAIL A*•, POST MAY BE HOT ROLLED OR WELDED. HOLE - n 1:' GUARDRAIL INSTALLATION SITES REQUIRING LONGER i GUARDRAIL POSTS r n n 3" II c 4„ NOTES: II y T.� �4'NUT BOLT TREATED PINE w NUT 1. ALL BOLTS, NUTS. WASHERS. AND OTHER t BLOCK OR O STEEL ITEMS ARE TO BE GALVANIZED. T9 I - II IRE RECYCLED w II VPTERIAL N Z. ALTERNATE TYPE POSTS AND BLOCKOUT MAY - II 6E INTERCHANGED ON MY ONE PROJECT WITH II W6.8.5 OR = THE RESTRICTION THAT THE SAME TYPE OF r W6.9 i. POST AND BLOCKOUT MUST BE USED N MY II SINGLE RUN OF GUARDRAIL. - _- II OPTKNAL HOLE ,Jy II TO FM.ILITATE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE. ETC. SEE SHEET NOS. S01A1 3'/t DIAL HOLES YI �1�,/-I� I GALVANIZING II AND 501-02. a. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER i'N" X IS T^� BOLT IS INSTILLED. IJ I� HOLES POSTS � gg � BRACKETS i TOO BE Y'(DIA CRT POST STEEL POST SPECPICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL RIGID AND BRIDGE STANDARDS 2z, 2]8 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 2016 ROAD & BRIDGE STANDARDS GR-2, 2A x 27Y4" MIN - 28y4" MAX RAIL HEIGHT 3'-Y/i' 3'-Y/x° 3'-1'/x" 3'_ ��d N N/ .L J � IJ IJ II III J J J II J GR-2 GR-2A (W-3" POST SPACING) (3'4/," POST SPACING: MAX DYNA4C DEFLECTION - 3' MAX DYNAMC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND �T T AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. K OPTIONAL CR-2A METHOD • OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT. RAIL SPLICE JOINT AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.OI ANb 501.02. . WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR M-2A THE POST SPACING WILL BE V-Y'. BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. PAST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /4" PER FOOT FROM VERTICAL. W-BEM. BLOCKOUTS. AND POSTS SHALL BESET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL E MAINTAINED AT A HEIGHT OF 27)14" MN - 28i:" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEM PALS SHALL BE LAPPED N THE DIRECTION OF VEHICLLAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN A0017IONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIM TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LIE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30+1 15:1 4 60 8' 26:1 3r 50 6.5' 21.1 11:1 4 40 5' 16:1 8:1 4 30 4' 13n 1 7:1 ?SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS XVDOT A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPEOFICATKN ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET I OF 2 REVISION DATE (STRONG POST SYSTEM) 505 50,04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS GR_0 LINTS OF PAYMENT FOR STD. GR-10 C2) 12'-6" SECTIONS OF W-BEAM EACH HAVING A SECTION NESTED NSW THE OTHER (2) g1g2'-6�"gSECTIONS OF STD. GR•2 SVIE GR-1 SECTµ TED INSSIIDEA �37•-6" 25'-0" YN. 25'-0^ 25'_0•• MIN. 37'-6•'� THE OTHER A jft2'-8"+j A �ppF E NIDARD CR-7 BOX CULVERT ST'D. GR•7 A �' OUSKEEW ST Fpt '' DIRECTION GE TRAFFIC A 4 LANE ROADWAY USE APPROPRIATE RUN-OFF TREATMENT). TOP VIEW KIINDrX/DIULM I 37•8" _0MN. W-0. 25 o^ w.3r.6" 2•-" SEE 1 A , 5EW BOX CULVERT ONE POST OMITTED L L l l t l l l l V 1 1 1 1 1 1 1 J 1 TOP eVU7AIAEpWR ST'D GUARDRAIL POSTjr� BOX CULVERT ST'D GUARDRAIL POST �°ocu'�'�SsAND � STNDARD CR 2 2A- ELEVATION TYPE I -ONE POST OMITTED - ST'D. GR-2 4•� 37`6"25'-0" Mlrv. 37'-8^ 2016 ROAD & BRIDGE STANDARDS 2A SHAPE TO BE BEVELED WITH NOTES: . AR • • 1. FOR TABLE OF DIMENSIONS AND VOLUMES FOR CIRCULAR PIPES (STANDARD EW-2) SEE SHEET 2 OF 3. 2. FOR TABLE OF DIMENSIONS AND VOLUMES FOR ELLPTICAL J I 0 PIPES tSTADARD EW-2A) SEE SHEET 3 OF 3. 3. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. K' ¢ DETAIL A 4. ON SHALLOW FILLS, WHERE ENDWALLS ARE V OR LESS BELOW SHIULDER LNE.7HE TOP OF THE ENDWALL Y SNARL E CONSTRUCTED PARALLEL 70 THE CRAPE OF ROAD. 5. ALL CAST N PLACE CONCIETE TO BECLASS Al R, DO N07 FOR PRECAST SEE SHEETS 01.06 AND 101.07. / ' I 2 04 DEFORMED XA Ny RT ' ' 6. I NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL CRACK CONTROL SLOPE. DITCH SLOPE. OR SHOULDER. BARS P Y I 7. THIS STANDARD TO E USED WITH STRAIGHT CROSSINGS 30• AND SKEW ANGLES TO 15•- L 8. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED IN P DETAIL B PRICE PER BID PER CUBIC YARD CONCRETE. \1` 9. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WINGWALLS OCCUR. O.EVEL 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 E EITHER SQUARE EDGE OR BEVEL EDGE. 11 1;,�� URE MAYOPBE PROVIDED ON ALL EDGES AT N. PLAN c� 2 94 DEFORMED CRACK CONTROL BARS D-URCULM PARE p(- y�0 ST'D- EW-2 5-ELLPTICA PPE 5T9 EW2A 3" H SEE DETAIL A I I 12'• Ow 12" 1I 11 a _ --0+ L _ __ 111\\ SECTION A A A 11 I I �/ _ILL__ DO NOT BEVELSEE INVERT DETAIL B END ELEVATION SIDE ELEVATION SPECIFICATION REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND D BRIDGE STANDARDS , 42" - 96" CIRCULAR AND 60" x 38" - 106" z 68" ELLIPTICAL PIPES REVISION DATE SHEET 1 O' 3 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 101.03 2016 ROAD & BRIDGE STANDARDS 30°SKEW 45• SKEW #CTION HEISTEDKAM NSIC1 THE OTHER ClA9C YARDS 5T9. GR•2 CONCRETE S7'-6" L A� 18 _g• A I Ill. C21 12'-6" SECTIONS OF EME_A_p WN A • • • • a OTH ST'D. GR-7 �pRSTA7ARDDAEGR-7Ap USE n, 80% CULVERT (APPROPRIATE RUN-0OFf TREATMENT). TOP VIEW -DIRECTION OF TRAFFIC TABLE OF MAXIMUM 37'-8" 2S-0" MIN 37 8 LIMONELST-0 '-637'-6- ALLOWABLE STRUCTURE srD GUARM PosT le'•9 i WIDTHS FOR THIS DESIGN A A cuMONaL Posr pAINAIIEC�M�E.ST E" ``DLO Ff l l t l 1 1 1 l V 1 1 1 1 1 1 1 1 01T OF POST 7W ST�fuRE. J TYPE I- ONE POST OMITTED TYPE 11- TWO POST OMITTED SKE A E �WOpTN fi AR SKEW A MAX PERPENNDDIICU.AR 0• 9^ 10.5 0• 9• IB.75 5• 9• 10.4 5• W. 16.6 10" 9" 1012 0. 8" 10A 15• 9' 10.0 ,5.7. 15.0 20. 9" 9.6 20. 9^ 15.5 25• 9" 9. 25. 9•' 14.9 30. 9" 8.8 30' 9' N,1 35• 9" e. 35.9 13.2 l0• 9" 76 40. 9" 124 45• 9" 7.0 45- 9" 11.4 XV DOT ROAD AND BRIDGE STANDARDS SHEET IOF 2 REVSION DATE 501.18 08/10 BOX CULVERT ELEVATION TYPE II -TWO POSTS OMITTED NOTES: 1. THIS SHEET IS APPLICABLE WHEN GUARDRAIL IS REOUIRED AND THE DEPTH OF FILL ABOVE THE TOP SLAB OF THE BOX CULVERT IS LESS THAN 4'-0". 2. SPECIFICATIONS, ONMATERIAL TION REQUIREMENT L BE IN FOR COMPO EANCE HTS SSECTION HALL BE IN THE ACCORDANCE WITH SECTION 221 OF THE SPECIFICATIONS, 3. GUARDRAIL POST SPACING SHALL BE IN ACCORDANCE WITH STANDARD M-2. 4. THIS DISTANCE SHALL E IN ACCORDANCE WITH VDOT POLICY ON DETERMINING THE LENGTH OF NEED FOR GUARDRAIL WITH A MINIMUM DISTANCE AS SHOWN. S. AAND BE BOLTED NTOGETHER USING ONE SET OS BOLTS AT EACH AT A COMMON POINT `ClFC GUARDRAIL AT LOW -FILL CULVERTS REFERENCE" I21 VIRGINIA DEPARTMENT OF TRANSPORTATION SOS 30°SKEW CUBIC YARDS CONCRETE 45° SKEW C� CUBIC YMUS TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL FOR Y/41FILL SLOPE DIAMETER OF PIPE CULVERTS 1 11 1 = AV. AA" ]9^I 7R•• 1 A4" FOR Y1FLL SLOPE EENCF STANDARD ENDWALLS FOR PIPE CULVERTS TD5 42" - 96" CIRCULAR PIPES WITH 300 AND 45• SKEW 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS I NOTES: Ew-7 I I T I. OUANTITIES GIVEN ARE FOR ONE ENDWALL. j I 2. PLEASE REFER TO STANDARD EW-2, SHEET 101.04, FOR ILL DIMENSIONS NOT GIVEN N TABLES. _ 3, THIS ITEM MAY BE PRECAST OR CAST N PLACE. 4. ON SHALLOW FILLS, WHERE ENDWALLS ARE V 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 Al FOR PRECAST SEE SHEET 01.18. 6, IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 2 44 DEFORMED CRACK 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 15•. CONTROL BARS 8. COST OF BMS FOR CRACK CONTROL TO E INCLUDED IN PRICE PER BID PER CUBIC YARD PLAN VIEW CONCRETE. 9. HEADWALLS TOOL BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND 2 44 DEFORMED CRAG( CONTROL BIAS 10. 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 T CULVERT MAY E EITHER SOUARE EDGE OR BEVEL EDGE. - - - - 1 11. N" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. -- - - - - -- SHAPE TO E BEVELED 1 1 I 11 1 WITH MORTAR I: FLOWS - 1 l I I { 1 D I I I 11 DO NOT BEVEL FRONT VIEW INVERT SIDE VIEW FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE o S T I IL_ <:._0�:_ 1/7:1 FILL SLOPE 2:1 _, b D 5 r til c>I ./v.' FILL SLOPE 20 a b ONCRETE 0 IRE DEL ENDWALL CUBIC YARDS INCREASE FOR EACH E ADDITIONAL PIPE CUBIC YDS CONCRETE ONE OBL. ENDWALL CUBC YARDS INCREASE FOR EACH ADDITIONAL ADD 0 PIPE CUBC YDS. CONCRETE ONE DBL. ENDWALL CUBIC YARDS INCREASE FOR EACH ADgT10NAL PIPE CONCRETE ONE DBL. ENDWKL Cl1BC INCREASE FOR EACH ADDITIONAL PIPE CUBIC YDS. .. ._ .. .. 4.829 1,271 5,493 O'-4V," 0._31 -. " 5._Y ,. -- I .. LgZg 1,279 5,732 1. O'-4' ,. 0'-.V.. 48" WAD" K)'-10" 5.964 1.591 6.802 1,572 0'-51• 0'-4" 4V' W-N " 0•-0' " 6.296 1.6% 7.132 1.596 0'-5" 0'-4" T-8" 7.692 2.057 8.796 2.0350'-5 0'-4 6` 11'- 9.258 2.081 01- 0'-4 60" 8'-6" iJ'-6" 9.689 2 .600 11.11 2 2.2 74 0•'- 0'-5" 60•' T-8 1 '- 2 6 0.319 ] 2.6 7 11.73 B 2 .650 0'-6 D-5" 66" 9 '-4" f4'-0" 12.016 3.2{O 13.811 A209 0 'J" 0'-5 66" B'- 1 '- J I 1 2J5 3.261 14.543 3.231 0'-7" 0•- 72"' 0'-2" 8'-2° 14.663 3.961 16.885 3.927 0'- " 0'-6" 7T" 9'- " 15'- t5.673 4.OFi8 17.889 !MOSS 0'-7 i' 0'-8" ]B" 11'-0" 1T-e" 5 20.325 l.71} 0'-8 i 0'-6 ]B" 8 1 18.918 4.934 2 .62J .893 .' O- 84" 11'-10" 1B'-10" 21.1{B 5.696 24,387 5.617 0'-8 ." 0'-]'• 84'• 10'-e 7' 1T-6 N" 227JJ 5.905 25.999 5.860 - .' - 90^ 12'-8" 2D'-2" 25.115 6.920 28.916 6.812 0'-9 0'-7 N" 90" - i IB'-9 N" 26.800 7.076 30.645 7.025 - a 0'- 96" 13'-6" 21'-6" .4 8.153 33.999 B, OI 0'-0" '- - 2 - ¢' 1.46 9 '- "• EkENCI- STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS ROAD An BROGE STANDARDS 105 42" - 96" CIRCULAR PIPES REVISION DATE StEET 1 OF I 302 VIRGINIA DEPARTMENT OF TRANSPORTATIONg1.17 2016 ROAD & BRIDGE STANDARDS Ew-2S NOTES: I. ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS STANDARD EW-2. C BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE FOR TABLES OF DIMENSIONS AND VOLUMES SEE SHEET 2 OF 2. CULVERT (WHERE THE ROW ENTERS THE CULVERT). FOR DETAILS OF BEVEL REFER TO STANDARD EW-1, IAPC SHEET 01.02. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY E PRECAST OR CAST N PLACE. EDGE OR BEVEL EDGE. 1 ALL CAST IN PLACE CONCRETE TO E CUSS Al FOR PRECAST SEE SHEET S. ON SHALLOW FILLS. WHERE ENDWALLS NE ,' OR LESS BELOW 01.10. SMOULDER LINE. THE TOP OF THE ENDWALL SHALL E CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 4. COST OF BARS FOR CRACK CONTROL TO E INCLUDED IN PRICE BID PER CUBIC YARD CONCRETE. 9. IN NO CASE SHAM TOP OF ENDWALL PROECT ABOVE FILL SLOPE, BITCH SLOPE, OR SHOULDER. S. HEADWALL TO BE REVELED N ALL AREAS E%CREPT WHERE A CONFLICT WITH AVERT y " CHAFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURERS OPTION. OR WINGWALLS OCCUR. . l30. •I__, 45- \ � \ NN ` rz X FX \ J45 f DIMENSIONS FOR BEVEL ON HEADWALL PIPE I.D. 42" 0•-4 •• 0'-3 " 48" 0`5" V-4" 54" 0'-5 0'-4 fe W-6 01-5"' r.., 0._7" 78' 01-8 0'-6 " 4" O-8 D T' 96" 0'-10•• ♦ - C. WO 414" CRACH(14 GECOUTROLD 0 2 44 DEFORMED SM '� 4 BARS 4 CRACK CONTROL 17 30• 30• BARS 30• �L..-45• 4 0` 4 THIS DESIGN TO BE USED THIS DESIGN TO E USED (WITH SKEWS 15• TO 37.30) (WITH SKEWS 37.30-TO 45•) "• 2 64 DEFORMED 2 A4 DEFORMED D45" 0+%" \� SECTION C-C CRACK CONTROL CRACK CONTROL 3" BMs -- BARS -- O�' �12" ll 11 1 II 11 ll 111 l l f LEAS TOE 1 1 1 l l/ AREAS TOE \ 1 f 1 1 BEVELED i 1 1 111 BEVELED 11 SECTION B-B I I\ 1 1 l l\ 11 3' l l 1 1 1 11 ___Ll_ _ ILL __ _ ___ILL_ _ _____ _ __ll_______ IT _•• I I I I I I I I I I 1 1 I I I I D30 I D45 I C45 474. 30• SKEW 450 SKEW SECTION A -A `V=r sPECIFICATON ROAD AND BRIDGE STANDARDS STANDARD ENDWALLS FOR PIPE CULVERTS REFERENCE SHEET I OF 2 REVISION DATE 42" - 96" CIRCULAR PIPES WITH 300 AND 45• SKEW Gs 01.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS WB_ / A. 0 P54y / / EW-2S / ` 4 5 TG/ � ti/ 474 y C� / 478 T DIMENSION / / 475 / D 30 474 W K 30 80 TW CONC. PPE � ' 4768 CD C.M. PIPE 474 470/ \ �j 37'-6" d M -4 ua 145 FIg AL ASBUILT GRADES TO DEFERMINE� LENGTHS OF GUARDRAIL. CONTRACTOR _ SHALL COORDINATE GUARDRAIL _ INSTALLATION WITHWQGT INSPECTOR, TYP. - / IB'd" J 45 2'-0% tt'• " K 45 2T-11" 23"4" L 45 576 0•-6 i M 45 i'41 3'-1 R 45 CONIC, PPE 26.158 30.689 - 28.298 33.241 C.M. PIPE i t �\ VDOT ` RIGID AND BRIDGE STANDARDS ( / REVISION DATE SHEET 2 OF 2 lot EW�7S 2016 ROAD & BRIDGE STANDARDS FOR CONCRETE PPE OR CORRUGATED METAL PPE PIPE I.D. a b 45' 0'-5" D'-4" 54'• 0'-5 •- 01-4 " .. ._ . 0•-5.1 66" 0'-7" 0•-5 " 781, 14"BOO w. NOTES: 1. QUANTITIES GIVEN ARE FOR ONE ENDWALL. 2 PLEASE REFER TO STANDARD EW-25 SHEET lOAND ,FOR ALL DIMENSIONS NOT GIVENVEN N TABLES . 3. THIS ITEM MAY BE PRECAST OR CAST N PLACE 4. ON SHALLOW FILLS. WHERE ENDWALLS ARE T 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 E CLASS Al FOR PRECAST SEE SHEET 101.21. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE RILL SLOPE DITCH SLOPE OR SHOULDER 7. THIS STANDARD TO E USED WITH SKEW ANGLES FROM 37. 30' TO 45•. ( 8. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED N PRICE BID PER CUBIC YARD CONCRETE. 9. HEADWALL TO E BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WINGWALLS OCCUR. 10, BEVEL EDGE IS REOURED ON THE HEADWALL 11 AT THE NEXT END OF THE CULVERT (WHERE 11 THE FLOW ENTERS THE CULVERT). HEADWALL ` 11 AT THE OUTLET END OF THE CULVERT MAY 1 ISE EITHER SQUARE EDGE OR BEVEL EDGE. �11 11. FOR DETAILS OF HEADWALL BEVEL SEE STANDARD EW-25 SHEETS 10100 AND SCOTT/R. Ct?LLINSZI Lic. No. 035791 il� 2/16/22 4 po��ss 1�GS�ry I E 0 NAIL _ 101.09. Z 12. " CHAFER MAY BE PROVIDED ON ALL 1 I I I S AT MMUFACTIRER's OPTION. FRONT VIEW z ( ( FOR CONCRETE PIPE D S 54H T46 TILL SLOPE II/III FILL SLOPE 211 CONCRETE IN ONE ENDWALL CUBIC YARDSICUBIC INCREASE FOR EACH IT N ADD O AL PIPE YARDS CONCRETE NONE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH ADDITIONALDOUBLE PPE CUBIC YDS. 42' W-O" B'-57 " 13'4" 6.030 1.799 6.819 1,776 48" S-10" 9'-8" 15'-3 7,443 2.252 8.479IaZ­ 54" T-8" 10'-ID A2 9,621 2.909 0,949 2.878 66" 9'-l" 13'-2 " 20'-R •' .562 d 1 ,520 72" 0'4" 14'-4 „ 22'-10 1 ) .5]3 .953 5. ]6" 1 21.99 6.715 25.2 47 6.662 84" 28.158 6.ODf! 30.OB9 9D" 12 -8 1T-it" 28'-8 :' 31.209 9.789 35.837 9.779 96" U'-6" 19^Y/e" 30-a?✓•" 35.640 11.5_`3 42.212 11.523 FOR CORRUGATED METAL PIPE D S T 4s FILL SLOPE 1/21 FILL SLOPE 211 CONCRETE N ONE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH ADWTONAL PPE CUBIC YDS. CONCRETE N ONE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH IT ADDITIONAL PIPE CUBIC YDS. 42" S-3' " 7'-5 '• t2'-5' " 6.331 1.789 7.118 1767 4B" W-6' " 14' -2 ' 7.866 2.262 8.900 2,236 9'-7 " IS-1 ' 10,223 2A49 11.526 2,917 8ZA-" 69346 12'-9' 2/'-1 19.890 SJ63 22.347 5.712" M46 13'4 " 23'-0 23.757 8.974 2].003 6.9i14'-0 "24'-9 4' 28.347 8.350 32.2656.281 " 15'-1 26'J" 33,600 10.007 38.292 9.9B3 ' N' 1T-0 /4" 28'-s .' 19 499 11.815 45.031 11.790 ROAD Av�R, ,, ,,_(, STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS REFERENCEN SHEET 1 OF I RFvf.1, N ..Tr 42" 96" CIRCULAR PIPE WITH 456 SKEW Gs 01.20 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS CVO / ( PROPOSED VDOT STD. GR-2 & GR-10 z TYPE II GUARDRAIL. SEE THIS SHEET FOR THE POST LOCATIONS/SPACINGS PROPOSED 4' SHOULDER ALONG GALAXIE FARM LANE. ALSO SEE THIS SHEET FOR VDOT STD. DCFAILS. O PROPOSED VDOT STD. 25' CG-6 TERMINATION POINT -' - \O CONTRACTOR SHALL OMIT TWO GR-2 POSTS ON EACH SIDE OF GALAXIE FARM LANE's GUARDRAIL IN THE VICINITY OF STRUCTURES 12 & 14 IN ACCORDANCE WITH VDOT STD. GR-10 J TYPE II GUARDRAIL, AS SHOWN ON THIS SHEET IN DETAIL 501.18. PROPOSED VDOT STD. CG-6 TERMINATION POINT PROPOSED W SHOULDER o ' a a I_ 4 V' U) ZW�( O Z J L > L W CO [ !Y u L W �� GALAXIE FARM LANE GUARDRAIL & ROUTE zo IMPROVEMENTS DETAIL 72, p PROPOSED VDOT STD. GR-2 GUARDRAIL SCALE i"=3o' 4" SOLID WHITE LINE / PROPOSED VDOT STD. GR-2 GUARDRAIL / PROPOSED MILL & OVERLAY OF EXISTING STATE ROUTE 20, SCOTTSVILLE ROAD, TO THE CENTERLINE WHERE THE PAVEMENT IS PROPOSED TO BE WIDEN, TYPICAL. SEE SHEET 10 FOR VDOT STD. W-2 DETAIL. \_PROPOSED THERMOPLASTIC LANE MARKINGS PROPOSED 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM @ 40' SPACING GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 o � H I. LU E s o0 f N Q J CC L W L C O 1 (A E C > Lu Eli N N n N ID N N •y N �+ H O N L. C/] W w a N JOB NO. 202194 SCALE AS SHOWN SHEET NO. 12 / \\I 1 1 I / I I I I I I ♦� , / I / / \ \ j(1 ♦ •• o5 ,w / . 495BG 494 ew I\ \ V�ALL A-ow494 BW 9.. j 49 W / � I Tc=7 min. \ ♦ �� / / 35' OF OLF A ELEV.=7' � ¢90fi 1 I ■ 38 ogee ♦ W �� Tc-10 min. \ I I 70' OF OLF w/ A ELE .-4' J90' OF CONC. FLOW w A ELEV.=115' FOR,OFFSITE RUNOFF, ND _ _ I ■ �� //`ONTRIBUTINGDRAINAGEAREAS I / ■ ♦ TO THE NORTHERN BYPASS Tc=5 min 36 ■ �� STORM SEWER, SEE 'DRAINAGE 5�' OF OLF . ; 1 MAP FOR BYPASS STORM SEWER' Iw/ A ELEV.=4' Structure Area (Acres) Cw to (Min.) 24 0.00 0.90 5 26 0.00 0.90 5 28 0.62 0.50 5 30 0.16 0.70 8 32 0.12 0.50 5 34 0.08 0.70 5 36 0.27 0.45 5 36B 0.22 0.45 5 38 0.13 0.45 7 38B 0.05 0.50 5 40 0.19 0.50 5 42 0.02 0.45 5 42B 0.64 0.45 5 44 0.02 0.90 5 44B 0.17 0.65 5 46 0.27 0.45 5 46B 0.31 0.45 5 48 0.26 0.45 5 48B 0.22 0.45 5 50 0.26 0.45 5 50B 0.20 0.45 5 52 0.28 0.50 5 Structure Area (Acres) Cw to (Min.) 52B 0.30 0.50 5 YDI 6.66 0.20 23 COLA 0.00 0.90 5 YD2 0.36 0.35 10 YD3 0.08 0.40 5 YD3A 0.28 0.40 5 YD3B 0.28 0.40 5 YD3C 0.21 0.40 5 YD3D 0.15 0.40 5 YD3E 0.25 0.40 5 YD3F 0.12 0.40 10 YD4 0.19 0.40 5 Y134A 0.09 0.40 5 YD413 0.16 0.40 5 C04C 0.00 0.90 5 YD41) 0.14 0.40 9 YD4E 0.06 0.40 5 12 0.62 0.50 6 14 0.28 0.90 5 U24 0.06 0.90 5 U44B 1 0.05 1 0.90 1 5 , Tc=9 min. 75' OF OLF w ■ A ELEV.=6' ALLA- ���� ���� TA. 3+00 506 W 508TW 498BG 508 G 505B 0 500BG Lie. 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" i 202194 GRAPJIC SCALE SCALE /// �� o s so ,00 2D 1" = 50' IN FE ) SHEET NO. i inch = 13 50 ft. t SCOTT R. LINS'Z - �� ✓ �`�� / r � � � U Lic. No. 035791 .1, / ANAL w - Z _ 11 faster♦ 0��♦ ♦ �v ■ / /�j/� /� - ♦ • i 1 ♦ ■�■� �� • / i / �� �/� ' Z go 0 zo .. t #Wit is No - O Z U Z Z ■ ■ 9 / ��� �� Z Q J J O STR.ES-a CONTRIBUTING DRAINAGE AREA - -_ \ / / / / O O Q d Q t . � if..__ / �// � ■ \�\� (INCLUDES SUBAREA TO YARD DRAIN a= � - _- // /_ • / \ \ � ��59� � / � / / � w j CO O m II / / 1 ■ / _ ■ - �� -� ICI - l/ \ / - / ■ll / ■ ■ ° �� / ■ �� -- - - a d � a ■■ ■ ■■■ ■�I�II�� v ■ / _� / LV z o 0 YD 1 Tc=23 min. / \ > " • / / �\ APPROVED AVINITY I AMENDED-DA-i O zoa oo ) / _ I �l 111 ' 100' OF OLF W/ A� III \ ■ ■ \ / / / i / o TO PROPOS BYPASS STORM R �_ ELEV. =1' & / / o ;5:j7ac; CN 6a.g; Tc-o. rs ��i '� ��111 650' OF CONIC. FLOW �- Oa-4Jy c*s / 1 1 w/ A ELEV. =33' ■ 1 f �\ a APPI IT 02012 22, SWIM FACILITY \ (THE LITY's SECO ARY OUTFACE RELEASES OLLOWING PEAK. OWS TO THE PROPOSED \ \ -� / ///// SOUTHERN BYPASS S RM SEWER SYSTEM. o \. D=5.92ac. CN=68, 1 1.05 hr. 02=0.24cfs, 0 0=2.5 cfs, = 4-----VP I I I �� �- ! A ��� ■.-� / ii i 1 i -- _ �����-� � �,� � • -_ '�� � ���� �/ice ♦♦ ■■■■■ ■■L9 �■■������ ■■ �/� ♦ ��■♦� �/I �� �/� f_ ■ I ry; 200' OF OLF w/ A ELEV.=4' N �/ o �� ♦ - iII ■ 4 _ ■ �� I 950' OF CONIC. FLOW W/ A ELEV.=24' L�L ,1 J APPROVEDAVINITY IIAMENDEDDA'A\I \ 1 - - \ ;,200' OF OLF w/ A ELEV.=10'_ / > AMENDMENT#z TO WPOzoa o00 \ 600 OF CONIC. FLOW W/ A ELEV.=44' BYPASS STORM SEWER) II _ m 7.95 ac; CN-80.5;Tc-o.nhrs. \ \ �� � � ■/ w o �■ ■ ■ O:-a.o cfs _ - h � TO � 9 O,�-8.5o cfs �� ��'.. ��� � • - / � � � V � � / � / �" N � � � - Q,00 56 z3 cfs I �� �ji i �'. DNS ITE SUBAREA'A'. THIS AREA WAS \ ■ / N J �.,/ . ANALYZED FOR CHANNEL & FLOOD \ \ -� - - - - -� 0. 1 ES-1 - �� 1 �� APPROVED WPOhioz0000p AMENDMENT#a V A. I --- ----- ■----- - �o SED _ _ e J � � � ■ � P� � �ok,4 ERN � I � ■ � �,'�. � / � � � ■ � � � � � � Ili V / PATO t�5 - P„ -- l- __ __ - - __ - �♦ > THIS RUNOFF WILL DRAIN o -- - -SI2 THE NORTHERN W \ BYPASS�TORM SEWER / / 0) „ - / o I _ ax E ULLAC _ A 0 C 1 - _ / v ♦ A LL 20 ♦ 18C _ ♦ Q o RTHERN ✓ / ♦ / LU ~� - �STORM SEWER �� w o LU Ul _j (D QD G _ /� _ ■ _ / l ® W V / ` w Structure Area Cw tc (Acres) (Min.) Southern Bypass Storm Sewer ES-1 15.60 0.55 17 8 0.15 0.70 11 6 1.11 0.35 12 4 21.60 0.25 15 2 0.00 0.45 5 OFF 43.32 0.45 17 Vera Rubin P1 Culvert 1.80 0.40 17 Northern Bypass Storm Sewer 16 0.00 0.90 5 18 0.10 0.90 5 20 0.08 0.60 5 22 0.42 0.45 6 18B 0.04 0.90 5 18C 20.70 0.25 15 22B 0.19 0.75 5 SWM FaclityRunoffto Str. 2 A6 7.20 0.50 12 A4 0.00 0.90 5 a - / 490 100' OF (F w/ A EL'EV.=6' 1.175'�CONC. FLOW,W/ A ELEV.-58' _I I IV ♦ / *#I■■■■ ■■ ■■■■■■■■■■■■■■� _ 0 JOB NO. � oti, 202194 �GR�IPHIC -SCALE240 SCALE 21, II _ a / ( FEET) 1 inchh 120 3 =ft. Design Year: 10 Proiect: Galavie Farm Job #: 202194 Prepared bv: FGM, PE INLET STATION OUTLET WATER SURFACEELEV Lo 1% Q. zw Sfo Hf JUNCTION LASS FINAL H INLET WATER SURFACEELEV. RIM ELEV V. Ho QRY VIN Q *V; V; /2g H; ANGLE HA Hi 1.3Bi .5K 489.86 55.00 8.00 0.43 0.00 0.06 4.98 0.10 YD413 0.00 0.00 0.00 0.10 0.13 N/A 0.18 490.05 494.00 486.53 95.25 8.00 1.15 0.01 0.74 6.89 0.18 YD4 0.43 4.98 1 2.12 1 0.39 0.13 90.00 0.27 0.59 0.77 N/A 1.50 488.04 493.33 489.86 52.00 8.00 0.24 0.00 0.02 2.43 0.02 YD4A 0.00 0.00 0.00 0.02 0.03 N/A 0.05 489.91 492.67 486.03 42.15 8.00 0.44 0.00 0.05 5.29 0.11 C04C 0.44 5.94 2.64 0.55 0.19 139.00 0.38 0.68 0.89 N/A 0.94 486.97 491.00 487.53 66.50 8.00 0.44 0.00 0.08 5.94 0.14 YD4E 0.31 3.07 0.96 0.15 0.05 79.00 0.09 0.28 0.36 N/A 0.44 487.97 493.50 490.78 24.07 8.00 0.31 0.00 0.01 3.07 0.04 YD4D 0.00 0.00 0.00 0.04 0.05 N/A 0.06 490.84 493.50 495.05 90.86 12.00 2.83 0.01 0.49 10.14 0.40 YD3 2.68 9.48 25.36 1.39 0.49 91.00 0.98 1.86 2.42 N/A 2.91 497.96 DOLLS 500.05 52.00 12.00 1 2.68 1 0.00 1 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 YD313 1.54 8.81 1 13.53 1 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 Y133C 1 1.10 8.92 9.81 1.24 0.43 1 180.00 0.87 1.60 2.08 N/A 2.26 509.31 515.33 514.13 77.72 12.00 1.10 0.00 0.06 8.92 0.31 YD3D 0.79 5.46 4.29 0.46 0.16 157.00 0.32 0.79 1.03 N/A 1.10 515.23 522.10 520.90 41.61 12.00 0.79 0.00 0.02 5.46 0.12 YD3E 0.26 4A I 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 0.22 480.76 483.00 496.80 134.51 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 3.57 0.00 0.06 8.60 0.29 12 1.68 5.98 10.05 0.56 0,19 0.00 0.00 0.48 0.63 0.31 0.38 458.48 470.75 464.00 35.68 15.00 1.68 0.00 0.02 5.98 0.14 14 0.00 170.00 0.00 0.14 0.18 0.09 0.11 464.11 470.75 481.28 28.06 15.00 0.66 0.00 0.00 3.21 0.04 36B 0.00 98.00 0.00 0.04 0.05 0.03 0.03 481.31 487.13 474.78 107.93 18.00 8.20 0.01 0.56 9.85 0.38 28 6.65 5.71 37.98 0.51 0.18 97.00 0.35 0.91 1.18 0.59 1.15 475.93 484.43 478.51 27.84 I8.00 6.65 0.00 0.09 5.71 0.13 30 5.45 7.12 38.79 0.79 0.28 90.00 0.55 0.95 1.24 0.62 0.71 479.22 484.43 479.70 30.63 18.00 5.45 0.00 0.07 7.12 0.20 32 5.18 5.04 26.11 0.39 0.14 111.00 0.28 0.61 0.79 0.40 0.47 480.17 484.50 480.22 59.13 I8.00 5.18 0.00 0.12 5.04 0.10 34 1 1 4.95 5.20 25.69 0.42 0.15 1 173.00 1 0.29 1 0.54 0.70 1 0.35 0.47 480.69 1 485.75 480.69 99.52 18.00 4.95 0.00 0.19 5.20 0.10 36 3.85 5.61 21.59 0.49 0.17 149.00 0.34 0.62 0.80 0.40 0.59 481.28 487.17 481.50 109.54 15.00 3.85 0.00 0.33 5.61 0.12 38 3.55 5.23 18.57 0.42 0.15 160.00 0.30 0.57 0.74 0.37 0.70 482.20 490.76 482.60 28.96 15.00 3.55 0.00 0.07 5.23 0.11 3813 3.43 4.89 1 16.78 1 0.37 0.13 101.00 0.26 0.50 0.64 0.32 0.40 483.00 490.76 493.00 35.38 15.00 3.43 0.00 0.09 4.89 0.09 40 2.97 4.56 13.53 0.32 0.11 118.00 0.23 0.43 0.56 0.28 0.37 483.36 489.48 483.36 90.53 15.00 2.97 0.00 0.16 4.56 0.08 42 2.02 4.10 8.28 0.26 0.09 138.00 0.18 0.35 0.46 0.23 0.39 483.76 491.03 483.93 144.64 15.00 2.02 0.00 0.12 4.10 0.07 42B 0.44 5.29 2.35 0.43 0.15 166.00 0.30 0.52 0.68 0.34 0.46 484.39 489.85 482.55 27.86 15.00 0.74 0.00 0.00 4.33 0.07 44B 1 0.00 90.00 0.00 0.07 0.09 0.05 0.05 482.00 488.76 492.72 27.88 15.00 0.66 0.00 0.00 2.76 0.03 48B 0.00 93.00 0.00 0.03 0.04 0.02 0.02 492.74 498.82 471.85 41.97 24.00 16.37 0.00 0.19 6.79 0.18 24 16.37 10.13 165.91 1.59 0.56 0.00 0.00 0.74 N/A 0.37 0.56 472.41 479.42 472.41 100.72 24.00 16.37 0.00 0.45 10.13 0.40 26 1 1 8.20 9.85 1 80.80 1.51 0.53 107.00 1.05 1.98 N/A 0.99 1.44 1 473.85 486.19 478.70 130.91 18.00 8.34 0.01 0.70 9.58 0.36 44 7.72 9.83 75.91 1.50 0.53 135.00 1.05 1.93 2.51 1.26 1.96 480.66 488.77 482.62 68.38 18.00 7.72 0.00 0.31 9.83 0.38 46 7.12 6.04 43.06 0.57 0.20 175.00 0.40 0.97 1.26 0.63 0.95 483.57 491.37 485.39 28.35 18.00 7.12 0.00 0.11 6.04 0.14 46B 6.49 9.85 63.90 1.51 0.53 102.00 1.06 1.73 2.24 1.12 1.23 486.62 491.55 486.62 189.29 15.00 6.49 0.01 1.63 9.85 0.38 48 3.23 9.86 31.86 1.51 0.53 96.00 1.06 1.96 2.55 1.27 2.90 489.52 498.78 493.75 159.34 15.00 3.23 0.00 0.34 9.86 0.38 50 2.49 4.03 10.02 0.25 0.09 178.00 0.18 1 0.64 0.83 0.42 0.76 494.51 507.61 501.76 27.83 15.00 2.49 0.00 0.04 4.03 0.06 50B 1.92 9.86 18.93 1.51 0.53 94.00 1.06 1.65 2.14 1.07 1.11 502.87 507.80 502.87 147.65 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 27.85 15 1.00 0.000 0.01 3.1 0.0 52B 1 0.00 94 0 0.04 0.05 0.02 0.03 513.14 519.02 PIPE DESIGN n = 0.013 for RCP n = 0.01 for HOPE Flips Hydrology Pipe m r rn a we a U p m w m S n E E ¢ `✓ ti c� U r - O' V m E. oa n E @ x E ii o E w 0 cm o LL e E c Pipe run: Str. 52B - SVVM Facility 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 52 50B 0.28 0.50 0.140 0.290 5.15 6.62 0.93 1.92 512.01 501.00 147.7 0.01 0.0746 15 19.11 9.86 0.25 508 50 0.20 0.45 0.090 0.380 5.40 6.54 0.59 2.49 500.90 500.76 27.8 0.01 0,0050 15 4.95 4.03 0.12 50 48 0.26 0.45 0.117 0.497 5.51 6.50 0.76 3.23 500.66 492.75 159.3 0.01 0.0496 15 15.59 9.86 0.27 48 46B 0.26 0.45 0.117 1.261 11.19 6.14 0.60 6.49 490.97 485.50 189.3 0.01 0.0289 15 11.90 9.85 0.32 46B 46 0.31 0.45 0.140 1,401 11.51 5.09 0.71 7.12 484.40 484.19 28.4 0.01 0,0075 18 9.86 6.04 0.08 46 44 0.27 0.45 0.122 1.522 11.59 5.07 0.62 7.72 483.17 401.42 68.4 0.01 0.0256 1B 18.21 9.83 0.12 44 1 26 1 0.02 0.90 1 0.018 1 1.651 1 11.71 1 5.05 1 0.09 1 8.34 1 480.45 1 477.50 1 130.9 1 0.01 1 0.0225 1 18 1 17.07 1 9.58 0.23 26 24 0.00 0.90 0.000 3.267 11.93 5.01 0.00 16.37 472.27 470.60 100.7 0.01 0.0166 24 31.58 10.13 0.17 24 SWM 0.00 0.90 0.000 3.267 12.10 4.98 0.00 16.37 470.50 470.25 42.0 0.01 0.0060 24 18.98 6.79 0.10 Rpe run: Str. 48B - Sir. 48 488 1 48 0.22 0.45 0.099 0.099 5.00 6.67 0.66 0.66 491.86 491.72 27.9 0.01 0.0050 15 4.95 2.76 0.17 Rpe run: Str. 44B - Sir. 44 44B 1 44 0.17 0.65 0.111 0.111 5.00 6.67 0.74 0.74 482.00 481.55 27.9 0.01 0.0162 15 8.91 4.33 0.11 Pipe run: Str. 42B - Sir. 26 426 1 42 0.64 0.45 0.288 0.368 9.45 5.48 1.58 2.02 483.83 482.93 144.6 0.01 0.01362 15 5.51 4.10 0.59 42 40 0.02 0.45 0.009 0.553 10.04 5.36 0.05 2.97 482.83 482.27 90.5 0.01 0.0062 15 5.51 4.56 0.33 40 38B 0.19 0.50 0.095 0.648 10.37 5.30 0.50 3.43 482.17 481.93 35.4 0.01 0.0068 15 5.77 4.89 0.12 38B 38 0.05 0.50 0.025 0.673 10.49 5.28 0.13 3.55 481.83 481.60 29.0 0.01 0.0079 15 6.22 5.23 0.09 38 36 0.13 0.45 0.059 0.732 10.58 5.26 0.31 3.85 481.50 480.50 109.5 0.01 0.0091 15 6.68 5.61 0.33 36 34 0.27 0.45 0.122 0.952 10.91 5.19 0.63 4.95 480.08 479.45 99.5 0.01 0.0063 18 9.03 5.20 0.32 34 32 0.08 0.70 0.056 1.008 11.23 5.14 0.29 5.18 479.35 479.02 59.1 0.01 0.0056 18 8.52 5.04 0.20 32 30 0.12 0.50 0.060 1.068 11.42 5.10 0.31 5.45 478.92 478.50 30.6 0.01 0.0137 18 13.32 7.12 0.07 30 1 28 0.16 0.70 OAl2 1.306 11.49 5.09 0.57 6.65 477.50 477.31 27.8 0.01 0.0067 18 9.31 5.71 0.08 28 1 26 0.62 0.50 0.310 1.616 11.57 5.08 1.57 8.20 476.25 473.58 107.9 0.01 0.0247 18 17.88 9.85 0.18 Pipe run: Sir. 36B - Sir. 36 368 1 36 0.22 0.45 0.099 0,099 5.00 6.67 0.66 0.66 480.41 480.20 28.1 0.01 0.0075 15 6.06 3.21 0.15 Pipe run: Sir. 14 - Out 14 12 0.28 0.90 0.252 0.252 5.00 6.67 1.68 1.68 463.86 463.00 35.7 0.01 0.0241 15 10.03 5.98 0.10 12 OUT 0.62 0.50 0.310 0.562 6.00 6.35 1.97 3.57 457.83 457.10 20.6 0.01 0,0355 15 12.17 8.60 0.04 Pipe run: Yard Drain #1 - Out YD1 001A 6.66 0.20 1.332 1.332 1 23.00 3.70 1 4.93 4.93 516.50 512.75 102.8 0.01 0.0365 12 7.37 1 10.01 0.17 Got i our 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 Pipe run: Yard Drain #2 - Sir. 30 YD2 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.fia 0.15 Pipe run: Yard Drain #31F- Sir. 48 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 YD3E YD3D 0.25 0.40 0.100 0.148 10.29 5.31 0.53 0.79 521.25 520.10 41.6 0.01 0.0276 12 6.42 5.46 0.13 YD3D YD3C 0.15 0.40 0.060 0.208 10.42 5.29 0.32 1.10 520.10 513.33 77.7 0.01 0.0871 12 11.39 8.92 0.15 YD3C YD3B 0.21 0.40 0.084 0,292 10.57 5.26 0.44 1.54 513.33 506.25 113.1 0.01 0.0626 12 9.66 8.81 0.21 YD313 YD3A 0.28 0.40 0.112 0.404 10.78 5.22 0.58 2.11 506.25 501.75 91.3 0.01 0.0493 12 8.57 8.92 0.17 YD3A YD3 0.28 0.40 0.112 0.516 10.95 5.19 0.58 2.68 501.75 499.25 52.0 0.01 0.0481 12 8.46 9.48 0.09 YD3 48 0.08 0.40 0.032 0.548 11.04 5.17 0.17 2.83 499.25 494.25 90.9 0.01 0.0550 12 9.05 10.14 0.15 Pipe run: Yard Rain #413- Sir. 42B YD4D YD4E 1 0.14 0.40 0.056 0.056 9.00 1 5.58 0.31 1 0.31 1 490.50 1 490.25 1 24.1 1 0.01 1 0.0104 1 8 1 1.34 3.07 1 0.13 YD4E C04C 0.06 0.40 0.024 0.000 9.13 5.55 0.13 0.44 490.25 487.00 66.5 0.01 0.0489 B 2.89 5.94 0.19 C04C 42B 0.00 0.90 0.000 0.080 9.32 5.51 0.00 0.44 487.00 485.50 42.2 0.01 0.0356 8 2.47 5.29 0.13 Pipe run: Yard Drain #4A - Sir. 42 YD4A YD4 0.09 0.40 0.036 0.036 5.00 6.67 0.24 0.24 489.67 489.33 52.0 0.01 0.0065 B 1.06 2.43 0.36 YD4 42 0A9 0.40 0.076 0.176 5.36 6.55 1 0.50 1.15 489.33 486.00 95.3 0.01 0.0350 8 2A5 6.89 0.23 Pipe run: Yard Rein #48 - Yard Gain #4 YD48 YD4 1 0.16 0.40 0.064 0.064 5.00 6.67 0.43 0.43 491.00 489.33 55.0 0.01 0.0304 8 2.28 4.98 0.18 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet r a _ p o @ v a r + O @ W .O-. N @ t O O W U C @ ` @ C O m r v v m J f O N $ U O Ol X p O rq V @ 9 c c @ b = W O @ N I I W J c U T � @ E pO ❑ � p� l`n ?i y � a > J ¢ U U O O O (6 W W W @ 0 rn J J W O O IY 18B 3B 4.0 0.04 0.90 0.036 0.14 0.00 0.14 0.005 0.02 2 0.083 4.1500 3.67 0.92 3.5120 0.1463 0.1546 2.10 1.90 1.00 0.14 0.00 - 20 313 6.0 0.08 0.60 0.048 0.19 0.00 0.19 0.025 0.02 2 0.083 4,1500 3.02 0.99 3.5120 0.1463 0.1649 3.71 1.62 1.00 0.19 0.00 - 22B 3B 8.0 0.19 0.75 0.143 0.57 0.00 0.57 0.020 0.02 2 0.083 4.1500 4.74 0.90 3.5120 0.1463 0.1517 5.74 1.39 1.00 0.57 0.00 - 32 36 4.0 0.12 0.50 0.060 0.24 0.00 0.24 0.005 0.02 2 0.083 4.1500 4.45 0.88 3,5120 0.1463 0.1488 2.66 1.50 1.00 0.24 0.00 - 34 3B 6.0 0.08 0.70 0.056 0.22 0.00 0.22 0.020 0.02 2 0.083 4.1500 3.34 0.95 3.5120 0.1463 0.1590 3.77 1.59 1.00 0.22 0.00 - 36B 36 6.0 0.22 0.45 0.099 0.40 0.00 0.40 0.005 0.02 2 0.083 4.1500 5.37 0.79 3.5120 0.1463 0.1356 3.48 1.73 1.00 0.40 0.00 - 38 38 6.0 0.13 0.45 0.059 0.23 0.00 0.23 0.049 0.02 2 0.083 4.1500 2.87 0.98 3.5120 0.1463 0A634 4.94 1.21 1.00 0.23 0.00 - 38B 3B &0 0.05 0.50 0.025 0.10 0.00 0A0 0.049 0.02 2 0.083 4.1500 2.09 0.99 3.5120 0.1463 0A649 3.44 1.74 1.00 0.10 0.00 - 42 38 4.0 1 0.02 1 0.45 0.009 0.04 0.00 0.04 0.005 0.02 2 0.083 4.1500 2.18 0.99 3.5120 0.1463 0.1649 1 1.13 3.54 1.00 0.04 0.00 - 44 3B 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.037 0.02 1 2 0.083 4.1500 1 1.95 1.00 3.5120 0.1463 1 0.1663 2.74 1.46 1 1.00 0.07 0.00 - 448 36 8.0 0.17 0.65 0.111 0.44 0.08 0.52 0.037 0.02 2 0.083 4.1500 4.08 0.90 3.5120 0.1463 0.1517 6.63 1.21 1.00 0.44 0.00 - 46 38 8.0 0.27 0.45 0.122 0.49 0.00 0.49 0.038 0.02 2 0.083 4.1500 3.96 0.90 3.5120 0.1463 0A517 6.51 1.23 1.00 0.49 0.00 - 46B 38 6.0 0.31 0.45 0.140 0.56 0.00 0.56 0.038 0.02 2 0.083 4.1500 4.17 0.89 3.5120 0.1463 0.1502 6.94 0.86 1.00 0.56 0.08 44B 48 36 8.0 0.26 0.45 0.117 0.47 0.00 0.47 0.040 0.02 2 0.083 4.1500 3.87 0.90 3,5120 0.1463 0.1517 6.51 1.23 1.00 0.47 0.00 - 48B 38 8.0 0.22 0.45 0.099 0.40 0.00 0.40 0.040 0.02 2 0.083 4.1500 3.63 0.93 3.5120 0.1463 0.1561 5.96 1.34 1.00 0.40 0.00 - 50 38 10.0 0.26 0.45 0.117 0.47 0.00 0.47 0.071 0.02 2 0.083 4.1500 3.47 0.95 3.5120 0.1463 0.1590 7.51 1.33 1.00 0.47 0.00 - 50B 38 8.0 0.20 0.45 0.090 0.36 0.00 0.36 0.071 0.02 2 4.1500 3.15 0.96 3,5120 0,1463 0.1605 6.69 1.20 1.00 0.36 0.00 - 52 38 10.0 0.28 0.50 0.140 0.56 0.00 0.56 0.055 0.02 2 HE 0.083 4.1500 3.90 0.90 3.5120 0.1463 0.1517 7.72 1.30 1.00 0.56 0.00 - 528 36 8.0 0.30 0.50 0.150 0.60 0.00 0.60 0.055 0.02 2 0.083 4.1500 4.00 0.90 3.5120 0.1463 0.1517 7.95 1.01 1.00 0.60 0.00 - INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Manninas Coefficient. in is 0.013 r _L � @ U ❑ @ W C C e 0 0 o e a > < ci LeR 0.12 0.70 Right 0.03 0.70 SIR 8 DI-3C 6.0 Left 0.49 0.62 m e 3 U C Oa O tl N 0.084 0.34 0.00 0.34 0.005 0.020 2 0.021 0.08 0.00 0.08 0.005 0.020 2 combined flow 0.42 0.304 1 1.22 1 0.00 L22 0.005 0.020 2 w o c o_ N U E m m � N n F W 0.063 4.1500 5.05 0.88 0.083 4.1500 3.00 1 0.99 0.083 1 4.1500 1 8.17 1 0.65 18) """'ZCBLLINSIZ U LiO. N0. 035791 Lt, 0n A 2/16/22 w4 U O� a .a �`rSIONAL E�yG E 0.07 1 0,155 1 3.56 ST 14 DF3C 8.0 LeR 0.01 0.90 0.081 0.32 0.00 0,32 0.005 0.020 2 0.083 4.1500 4.98 0.88 1 I Z, Right 0.19 0.% 0.171 0.68 0.00 0.68 0.005 0.020 2 0.083 4.1500 6.59 0.77 combined flow 1.0 0.11 0.246 5.63 ST 18 DI-3C 6.0 Left 0.06 0.90 0.054 0.22 0.00 0.22 0.005 0.020 2 0.083 4.1500 4.27 0.94 g ; d j Right 0.04 0.90 0.036 0.14 0.00 0.14 0.005 0.020 2 0.083 4.1500 3.67 0.97 combined flow 0.4 0.06 0.140 3.21 ST2 28 DF3C 8.0 Left 0.25 0.50 0.125 0.50 0.00 0.50 0.005 0.020 2 0.083 4.1500 5.86 0.83 Z 0 d j cz 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 combined flow 1.2 0.13 0.282 6.46 SIR 30 DI-3C 6.0 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 7 ` 0 0 ce 1 Right 0.02 0.70 0.014 0.D6 0.00 0.06 0.005 0.020 2 0.083 4.1500 2.58 0.99 combined flow 0.4 0.07 0.162 3.72 SIR 36 DI-3C 6.0 Left 0.11 0.45 0.050 0.20 0.00 0.20 0.005 0.020 2 0.083 4.1500 4.14 0.94 O uy Z J I I 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 combined flow 0.5 0.11 0.236 0.22 SIR 40 DI-3C 6.0 Left 0.15 0.50 10.075 0.30 0.30 0.005 0.020 2 0,083 4,1500 4.84 0.89 ,A v, > CO j J I Right 0.14 0.50 0.070 0.28 - 0.00 0.28 0.005 0.020 2 1 0.083 1 4.1500 1 4.71 1 0.89 combined flow 0.6 0.09 0.193 4.42 SIR 428 D43C 8.0 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 � F I Z I .. Right 0.27 0.45 0.122 0.49 0.00 0.49 0.005 0.020 2 0.083 4.1500 5.79 0.84 combined flow L2 0.12 0.269 6.15 SIR 228 D438 6.0 All 0.16 0.65 0.104 0.42 1 0.00 0.42 0.005 0.020 2 0.083 4.1500 5.47 0.86 ce 1 I combined flow 0.4 0.10 0.211 4.84 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 inthr for spread, and 6.5 in/hr for capacity and depth) Manninas Coefficient. It is 0.013 oL O B FL In @ o Q U U Cr O U s � m @ c 0 c 0 L a m w m 2 h N N h 1- W m E.c c m E ti a F- tt Left 0.12 0.70 0.084 0.55 0.00 0.55 0.005 0.020 2 0.083 4.1500 6.05 0.82 Right 0.03 0.70 0.021 0.14 0.00 0.14 0.005 0.020 2 0.063 4.1500 1 3.60 1 0.98 STIR D43C 6.0 combined flow 0.68 0.10 0.215 4.92 Left 1 0.49 0.62 0.304 1 1.97 0.00 1A7 0.005 0.020 2 0.083 4.1500 9.80 0.59 Right 1 0.13 1 0.62 10.081 1 0.52 0.00 0.52 0.005 0.020 2 0.083 4.1500 5.96 0.83 SIR 12 DI-3C 1 8.0 combined flow 2.5 0.21 0.450 10.31 Left 0.09 0.90 0.081 0.53 0.00 0.53 0.005 0.020 2 0.083 4.1500 5.97 0.81 Right 0.19 0.90 0.171 1.11 0.00 1.11 0.005 0.020 2 0.063 4.1500 7.90 0.67 ST 14 DI-3C 8.0 combined flow 1.6 0.16 0.340 7.78 Left 0.06 1 0.90 0.054 1 0.35 0.00 0.35 0.005 0.020 2 0.083 4.1500 5.13 0.88 Right 0.04 0.90 0.036 0.23 0.00 0.23 0.005 0.020 2 0.083 4.1500 4.41 0.92 ST 18 DI-3C 6.0 combined flow 0.6 0.09 0.194 4.44 Left 0.25 0.50 0.125 0.81 0.00 0.81 0.005 0.020 2 0.083 4.1500 7.03 0.74 Right 0.37 0.50 0.185 1.20 0.00 1.20 0.005 0.020 2 0.083 4.1500 8.14 0.67 ST2 28 D73C B.0 combined flow 2.0 0.18 0.390 8.93 Left 0.14 0.70 0.098 0.64 0.00 0.64 0.005 0.020 2 0.083 4.1500 6.41 0.78 Right 0.02 0.70 0.014 0.09 0.00 0.09 0.005 0,020 2 0.083 1 4.1500 3.09 0.99 SIR 30 DI-3C 6.0 combined flow 0.7 0A0 0.224 5.14 Left 0.11 0.45 0.050 0.32 0.00 0.32 0.005 0,020 2 0,083 4.1500 4.96 0.88 Right 0.16 0.45 0.072 0.47 0.00 0.47 0.005 1 0.020 2 0.083 1 4.1500 5.71 0.84 SIR 36 DI-3C 6.0 combined flow 0.8 0.11 0.236 7 0.22 Left 0.15 0.50 0.075 0.49 0.00 0.49 0.005 0.020 2 0,083 4.1500 5.80 0.83 Right 0.14 0.50 0.070 0.46 0.00 0.46 0.005 0.020 2 0.063 4.1500 5.65 0.84 SIR 40 DF3C 6.0 combined flow 0.9 0.12 0.266 6.11 Left 0.37 0.45 0.167 1.08 0.00 1.08 0,005 0,020 2 0,083 4.1500 7.82 0.71 Right 0.27 0.45 0.122 0.79 1 0.00 0.79 0.005 0.020 2 0.083 4.1500 6.95 0.75 SIR 428 DI-3C 8.0 combined flow L9 0.17 0.371 8.51 All 0.18 1 0.65 1 0.104 0.68 1 0.00 0.68 0.005 0.020 2 0.083 4.1500 6.56 0.79 1 SIR 22B D438 6.0 combined flowl 0.7 0.13 0.292 1 6.69 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, in is 0.013 Inlet Hydrology Curb and Gutter Inlet m jR 0 r m @ @ + O T S SI W 1C J J rn S O U N C 0 c 3 c $ o K .3 w - Z > x ° 15Do c t p m o .. m m o' ya m If c Z' E oO a U d y y d > ¢ Ci O d ui y rn r w° m rii w Cl u 18B 3B 4.0 0.04 0.90 0.036 0.23 0.00 0.23 0.005 0.02 2 0.083 4.1500 4.41 0.92 3,5120 0.1463 0.1546 2.58 1.55 1.00 0.23 0.00 - 20 386.0 0.08 0.60 0.048 0.31 0.00 0.31 0.025 0.02 2 0.083 4.1500 3.62 0.97 3.5120 0.1463 0A619 4.60 1.30 1.00 0.31 0.00 - 22B 38 8.0 0.19 0.75 0.143 0.93 0.00 0.93 0.020 0.02 2 0.083 4.1500 5.69 0.84 3.5120 0.1463 0.1429 7.30 1.10 1.00 0.93 0.00 - 32 364.0 0.12 0.50 0.060 0.39 0.00 0.39 0.005 0.02 2 0.083 4.1500 5.34 0.88 3.5120 0.1463 0A488 3.27 1.22 1.00 0.39 0.00 - 34 3B 6.0 0.08 0.70 0.056 0.36 0.00 0.36 0.020 0.02 2 0.083 4.1500 4.01 0.95 3.5120 0,1463 0.1590 4.62 1.30 1.00 0.36 0.00 - 36B 386.0 0.22 0.45 0.099 0.64 0.00 0.64 0.005 0.02 2 0.083 4.1500 6.44 0.79 3.5120 0.1463 0.1356 4.26 1.41 1.00 0.64 0.00 - 38 36 6.0 0.13 0.45 0.059 0.38 0.00 0.38 0.049 0.02 2 0.083 4.1500 3.44 0.98 3.5120 0.1463 0.1634 6.06 0.99 1.00 0.38 0.00 - 38B 386.0 0.05 0.50 0.025 0.16 0.00 0.16 0.049 0.02 2 0.083 4.1500 2.50 0.99 3.5120 0.1463 0.1649 4.22 1.42 1.00 0.16 0.00 - 42 36 4.0 0.02 0.45 0.009 0.06 0.00 0.06 0.005 0.02 2 0.083 4.1500 2.62 0.99 3.5120 0.1463 0.1649 1.38 2.89 1.00 0.06 0.00 - 44 36 4.0 0.02 0.90 0.018 0.12 0.00 0.12 0.037 0.02 2 0.083 4.1500 2.33 1.00 3.5120 0.1463 0.1663 3.36 1.19 1.00 U. U.00 - 44B 3B &0 0.17 0.65 0.111 0.72 0.27 0.99 0.037 0.02 2 0.083 4A500 5.19 0.90 3.5120 0.1463 0A517 8.69 0.92 1.00 0.72 0.00 - 46 36 8.0 0.27 0.45 0.122 0.79 0.00 0.79 0.038 0.02 2 0.083 4.1500 4.75 0.90 3.5120 0.1463 0.1517 7.98 1.00 1.00 0.79 0.00 - 46B 3B 6.0 0.31 0.45 0.140 0.91 0.00 0.91 0.038 0.02 2 0,083 4.1500 5.01 0.89 3.5120 0,1463 0.1502 8.51 0.71 1.00 0.91 0.27 44B 48 36 8.0 0.26 0.45 0.117 0.76 0.00 0.76 0.040 0.02 2 0.083 4.1500 4.64 0.90 3.5120 0.1463 0.1517 7.98 1.00 1.00 0.76 0.00 - 48B 36 8.0 0.22 0.45 0.099 0.64 0.01 0.66 0.040 0.02 2 0,083 4.1500 4.40 0.93 3,5120 0,1463 0.1561 7.38 1.08 1.00 0.64 0.00 - 50 36 10.0 0.26 0.45 0.117 0.76 0.17 0.93 0.071 0.02 2 0.083 4.1500 4.50 0.95 3.5120 0.1463 0A590 10.05 1.00 1.00 0.76 0.00 - 506 3B 8.0 0.20 0.45 0.090 0.59 0.00 0.59 0.071 0.02 2 0.083 4.1500 3.78 0.96 3.5120 0.1463 0.1605 8.21 0.97 1.00 0.59 0.01 48B 52 38 10.0 0.28 0.50 0.140 0.91 0.00 0.91 0.055 0.02 2 0.083 4.1500 4.68 0.90 3.5120 0.1463 0.1517 9.47 1.or 1.00 0.91 0.00 - 526 36 8.0 0.30 0.50 0.150 0.98 0.00 0.98 0.055 0.02 2 0.083 4.1500 4.80 0.90 3.5120 0.1463 0.1517 9.74 0.82 1.00 0.98 0.17 50 0 M W z a- ' ^ V / C) O 0 /O G 0 ''LUn V W z H ~ X � Q V H W W O w 2 a In JOB NO. 202194 SCALE N/A SHEET NO. 15 AGE D ( FLOW TYPE INLET TYPE AREA (FT') PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 52B DI-3B CG-6 8' 519.02 VDOT STD. IS-1 REQ'D 52A 15 27.85 0.50% 512.25 512.11 HDPE 52 DI-3B CG-6 10' S18.90 VDOT STD. IS-1 REQ'D 51 15 147.65 7.46% 512.01 501.00 HDPE 506 DI-3B CG-6 8' 507.80 VDOT STD. IS-1 REQ'D 50A 15 27.83 0.50% 500.90 500.76 HDPE 50 DI-36 CG-6 8' 507.61 VDOT STD. IS-1 REQ'D 49 15 159.34 4.96% 500.66 492.75 HDPE 48 DI-36 CG-6 8' 498.78 VDOT STD. IS-1 REQ'D 47 15 189.29 2.89% 490.97 485.50 HDPE 466 DI-3B CG-6 fi' 491.55 VDOTSTD. IS-1 REQ'D 46A 18 28.35 0.75% 484.40 484.19 HDPE 46 DI-3B CG-6 8' 491.37 VDOT STD. IS-1 REQ'D 45 18 68.38 2.56% 483.17 481.42 HDPE 44 DI-3B CG-6 4' 488.77 VDOT STD. IS-1 REO'D 43 18 130.91 2.25% 480.45 477.50 HDPE 26 MH-1 - - 486.19 VDOT STD. IS-1 REQ'D 25 24 100.72 1.66% 472.27 470.60 HDPE 24 MH-1 - - 479.42 VDOT STD. IS-1 REQ'D 23 24 41.97 0.60% 470.50 470.25 HDPE 48B DI-3B CG-6 8' 498.82 VDOT STD. IS-1 REQ'D 48A 15 27.88 0.50% 491.86 491.72 HDPE 44B DI-36 CG-6 8' 488.76 VDOT STD. IS-1 REQ'D 44A 15 27.86 1.62% 482.00 481.55 HDPE 426 DI-3C CG-6 8' 489.85 VDOT STD. IS-1 REQ'D 42A 15 144.64 0.62% 483.83 482.93 HDPE 42 DI-3B CG-6 4' 491.03 VDOT STD. IS-1 REQ'D 41 15 90.53 0.62% 482.83 482.27 HDPE 40 DI-3C CG-6 6' 489.48 VDOT STD. IS-1 REQ'D 39 15 35.38 0.68% 482.17 481.93 HDPE 386 DI-36 CG-6 6' 490.76 VDOT STD. IS-1 REQ'D 38A 15 28.96 0.79% 481.83 481.60 HDPE 38 DI-36 CG-6 6' 490.76 VDOT STD. IS-1 REQ'D 37 15 109.54 0.91% 481.50 480.50 HDPE 36 DI-3C CG-6 6' 487.17 VDOT STD. IS-1 REQ'D 35 18 99.52 0.63% 480.08 479.45 HDPE 34 DI-3B CG-6 6' 485.75 VDOT STD. IS-1 REQ'D 33 18 59.13 0.56% 479.35 479.02 HDPE 32 DI-3B CG-6 4' 484.50 VDOT STD. IS-1 BYPASS STORM SEWER A'�TH 0F� (NOTE: SEE PREVIOUS SHEET FOR INLET THROAT SIZING) SCOTT R. LINS�Z Lic. No. 035791,E �6 2/16/22 �4 oS70NAL EGOS w z D Z W z 0 U `o Ln to m z z W W 0 Z � 2 U g o o y U U m 1- 8 3 Z J U w o O ? Q g d d 0 � U d V a Z Q Z m 0 UU U OJ W W O 0 � 0- to Q Q � w m m W m c Design Year: 10 Project: Galaxie Farm Job #: 202194 Prepared by: FCN4, PE Ln Q > ¢ o ImmoJ o< N a W H O W Zw '" to to 2 w w o U 0 a 0 C a 0 .--� .-4 N N U ,N�4 co n N N uD N O N N O '- U 0 m 0 a m U c -- ° 0 M 0 t M 3 N 0 n M a 01 d a W o (V Z � O Q 01 W " (V ^� 9 I..L z ' `� L zN W O o r-t 0 < 2 w o o O z� QED w a xLL U W z w X Q T a z_ z Lit � w W z_ z z � w z z HJ � o U 0 o CV U X L UU W E W U W = U � � O L9 JOB NO. 202194 0 SCALE 0 a N/A 0 SHEET NO. a 16 ° STRUCTURE DRAIN ILu ce N RE 22 PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Rpe Hydrology Pipe E � � � m � a t° c c m E E b ❑ o 'm t E E m O > _ > s d U U V H O O S S J C N ❑ LL � LL K 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 17.38 4.25 0.45 46.15 479.40 475.75 162.0 0.01 0.0225 30 66.fi5 14.64 0.18 6 4 1.11 0.35 0.389 9.074 17.56 4.23 1.64 47.79 475.65 474.74 51.9 0.01 0.0175 30 58.76 13.32 0.06 4 2 21.60 0.25 5.400 20.154 17.63 4.22 22.79 57.00 474.64 471.30 197.6 0.01 0.0169 30 57.77 13.41 0.25 2 OIJr 0.00 0.45 0.000 23.754 17.87 4.19 0.00 77.93 468.80 468.25 36.0 0.01 0.0153 36 89.38 14.24 0.04 Pipe run: Str. 18C - Str. 4 18C 18 20.70 0.25 5.175 5.175 15.00 4.55 23.52 23.52 484.50 483.67 38.3 0.01 0.0217 24 36.10 12.18 0.05 18 18 0.10 0.90 0.090 5.681 15.05 4.54 0.41 25.78 481.89 477.44 161.1 0.01 0.0276 24 40.72 13.65 0.20 i6 4 0.00 0.90 0.000 5.681 15.25 4.51 0.00 25.78 477.34 474.74 138.4 0.01 0.0188 24 33.60 11.76 0.20 Pipe run: Str. 188- Str. 16 18B 18 0.04 0.90 0.038 0.038 5.00 8.67 0.24 0.24 483.71 481.99 47.9 0.01 0.0359 15 13.26 4.05 0.20 Pipe run: Str. 22 Str. 18 22 22B 0.42 0.45 0.189 0.189 6.00 6.35 1.20 1.20 483.45 483.02 56.3 0.01 0.0078 15 8.10 3.86 0.24 22B 20 0.19 0.75 0.143 0.332 6.24 6.28 0.89 2.08 482.92 482.64 24.7 0.01 0.0114 15 7.47 5.21 0.08 20 18 0.08 0.60 0.048 0.360 6.32 6.26 0.30 2.37 482.54 481.99 61.3 0.01 0.0090 15 6.64 4.94 0.21 INLET STATION OUTLET WATER SURFACEII,EV Lo Do Q. ZW St. Hp JUNCTION LOSS FINAL H INLET WATER SURFACEELEV. RE�4 ELEV V° Ho QIN VIN Qi*Vi V; /2g H; AN GL Ho H1 I.3H1 .SHt 482.99 61.30 15.00 2.37 0.00 0.07 1.94 0.01 20 2.08 1.70 3.53 0.04 0.02 ]00.00 0.03 0.06 NA 0.03 0.10 483.09 489.00 483.64 24.66 15.00 2.08 0.00 0.02 1.70 0.01 22B 1.20 0.98 1.17 0.01 0.01 158.00 0.01 0.03 NA 0.01 0.04 483.68 490.00 484.02 56.27 15.00 1.20 0.00 0.02 0.98 0.00 22 0.00 180.00 0.00 0.00 NA 0.00 0.02 484.04 489.75 482.99 47.88 15.00 0.24 0.00 0.00 0.20 0.00 18B 0.00 140.0(1 0.00 0.00 NA 0.00 0.00 482.99 488.08 477.59 138.38 24.00 25.78 0.01 L53 8.21 0.26 16 25.78 8.21 211.55 1.05 0.37 92.00 0.73 1.36 N/A 0.68 2.21 479.80 486.17 479.80 161.06 24.00 25.78 0.01 1.78 8.21 0.26 18 23.52 7.49 176.11 0.87 0.30 148.00 0.61 1.78 NA 0.59 2.37 482.17 488.17 485.27 38.32 24.00 23.52 0.01 0.35 7.49 0.22 18C. 0.00 178.00 0.00 0.22 NA 0.11 0.59 485.86 488.11 470.65 36.02 36.00 77.93 0.01 0.42 11.03 0.47 2 57.00 11.61 661.90 2.09 0.73 0.00 0.00 1.20 N/A 0.60 1.27 471.92 482.25 473.30 197.56 30 57.00 0.016 3.25 11.6 0.5 4 47.8 9.7 465.255 1.5 0.52 154 1.030259 2.07 N/A 1.03 4.29 477.59 484.25 477.59 51.94 30 47.79 0.012 0.60 9.7 0.4 6 46.1 9.4 433.824 1.4 0.48 I80 0.960657 1.81 NA 0.90 L51 479.09 483.00 479.09 161.95 30 46.I5 0.011 L75 9.4 0.3 8 45.7 9.3 425.476 1.3 0.47 138 0.942172 1.76 NA 0.88 2.62 481.72 488.13 481.72 297.08 30 45.70 0.011 3.14 9.3 0.3 ES-1 0.00 180 0 0.34 NA 0.17 3.31 485.03 488.50 DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type RIM* ELEVATION ES-1 ES-1 - 488.50 7 30 297.08 1.72% 484.60 479.50 HDPE 8 DI-3C - 488.13 VDOT STD. IS-1 REQ'D 7 30 161.95 2.25% 479.40 475.75 HDPE 6 DI-7 - 483.00 VDOT STD. IS-1 REQ'D 5 30 51.94 1.75% 475.65 474.74 HDPE 4 MH-1 - 484.25 VDOT STD. IS-1 REQ'D 3 30 197.56 1.69% 474.64 471.30 HDPE 2 MH-1 - 482.25 VDOT STD. IS-1 REQ'D 1 36 36.02 1.53% 468.80 468.25 HDPE 18C ES-1 - 488.11 VDOT STD. IS-1 REQ'D 18C-18 24 38.32 2.17% 484.50 483.67 HDPE 18 DI-3C CG-6 488.17 VDOT STD. IS-1 REQ'D 17 24 161.06 2.76% 481.89 477.44 HDPE 16 MH-1 - 486.17 VDOT STD. IS-1 REQ'D 15 24 138.38 1.88% 477.34 474.74 HDPE 186 DI-3B CGS 488.08 VDOT STD. IS-1 REQ'D 18A 15 47.88 3.59% 483.71 481.99 HDPE 22 DI-1 CGS 489.75 VDOT STD. IS-1 REQ'D 21 15 56.27 0.76% 483.45 483.02 HDPE 226 DI-3B CGS 490.00 VDOT STD. IS-1 REO'D 22A 15 24.66 1.14% 482.92 482.64 HDPE 20 DI-3B - 489.00 VDOT STD. IS-1 REQ'D 19 15 61.30 0.90% 482.54 481.99 HDPE -OW PT. STA:17+10.37 LOW PT ELEV: 488.og VERTICAL GRAPHIC SCALE 5 0 25 5 10 20 495 =0 485 475 470 465 46o PVI STA:i PVI ELEV LV BVCS: v BVCE, EVCS: i1 EVCE, o o o PVI STA: 17+94.00 0 N o N r1 HIGH PT STA: i6+ z8 � 35. 0) o PVI ELEV:487.iz 00 �00 y- HIGH PT ELEV:488.59 0 m H + 00 a K: z6.37 o 't PVI STA:i5+58.86 + 't Lij LVC: zz0.00 N N kD PVI ELEV:489.47 H u w u m u W K:z3.58 u m w m Lu LVC:zoo.00 m 4 EXISTING - GRAD PROPOSED / VDOT $TD. CD z PROPOSED 0 N VI STA: 13+5o.0 0 V OT ST . CD-i \ / PROP SED \ + a K: z .69 + / VDOT STD. CD i \ N v LVC: 5o.00 H N / \ j ' m 00 OW P ELEV: 70.70 \ Lu 11 w oN PVI S : 1i+6 .00 o 7 4 80� o 4- PVI ELEV: 46 .72 PROF( A"� + K: z6.17 PROPOSED " CL. DI W/L DOTS D. CD- LV : 146.o W IE-IN TO EX STING GALA IE FA M LA E INARYJA KSONCOURT Ln > m N P OPOS D > TA. 1 +04, ELEV. 95.2 R AD C L W w 5o. PRO OSED VDOT STD. CD i GALA IE FARM LANE C STA. 15+4 PROPOSED MARY JACK ON COURT /L, S A. 12 27 DOT D. CD z / o •2 0 I __-77_7��77V 3.�7/ 5' HIGH PT STA: is+62.50 IGH PT ELEV: o VI STA:3.o+75.o0 j VI ELE :47z.78 a8.8 i I.VC:25.00 iBVCS: i +6z.5o VCE: 471.01 P POSED XISTIN -PROPOSED VCS:3- +87.50 HEADW4,LL FOR UNAUL ® HEADWCUL LL FOR VCE: 4 2.36 60" CULVERTS ROAD C/L 48" ERTS W W O aa) CO 00 l~O 0) M rl N 00 Vl nN.1 Vl p .t n N O 0 W ul cc S O N Ol N Ol O OD J J u� N 01 u! 00 00 W N N n 00 d O l0 M Ol L(1 M O .t CP l0 I� .t W W c m 01 a O O1 a) W 00 00 W 00 00 00 a) 00 00 a) 00 00 00 OD 00 0 ^ W 1� ^ 1� d n N l0 n ci � n It � O '0 n H W n M ^ n .t n l7 l7 It It �t S It �t S d d 't �t 't �t 't .t 't 't .t .t d d S It S W W 19+50 19+00 18+5o 18+oo 17+50 17+00 16+5o 16+oo 15+50 15+00 14+50 14+00 13+50 GALAXI E FARM LANE 25 MPH DESIGN SPEED 500 PVI STA:21+24.o8 PVI ELEV:491.10 K:16.67 LVC:So.00 500 cc 0 n 0 0o 0 m \ ° m + 0) PROPOSED EXISTING 495 ROAD C/L GRADE 495 m m Cu L 490 1 0cph 1.00% 490 )+15.00 :488.9z 00% PROPOSED PROPOSED 6" zCL PROPOSED TYPE 6" B.O. K:2.50 VDOT STD. CD z CL. 5z DI W/L ASSEMBLY C:10.00 )+io.00 485 485 1+$0..02 00 489.02 PROPO ED 48o 48o PROPOSE 8"x6" TEE, (i) 6" G.V. & () COMPLETE FIRE HYDRANTASSEMBL )POSED 8"x6" TEE, (i) MARIE CURT COURT C L STA. 10+0 = MARY JACK ON COURT /L, STA. 10 6" G.V. & (z) 8" G.V. 94 475 470 470 M l00 V1 l00 d 00 m M 00 ELOUO� 0a) 0moo) OM1 0m Oa) O a) OlIt 00 It S S .t It t S d It 9+50 10+00 10+50 11+00 11+50 12+00 MARIE CURIE COURT 25 MPH DESIGN SPEED 12+50 13+00 13+00 12+50 12+00 11+50 11+00 10+50 PVISTA:iz+5o.o0 PVI ELEV:490.40 K:z5.o0 LVC:So.00 10+00 9+50 11 0 495 490 485 me o 0 �n o + 0 �n 1b PVI STA:10+72.50 N a + a d PVI ELEV:488.i5 N w N w v~ K:iS.00 PVI STA:ii+84.17 U � U LVC:45.00 PVI ELEV:489.74 U m U Liu J 50o K.3.33 m w 500 0 M 0 LVC: o.00 w m m BVCS: ii 79.17 Q o a ij o BVCE:4 9.84 J H EVCS: 11 89.17 u m v EVCE: 89.79 Q 495 m W PROPOSED 495 APPROXIMATE- 1 VDOT ETD. CD z L CATION OF PROPO D 8"x8"CROSS Q EXISTING 012" WITH AN "x6" REDUCER, Q DIP W/L (z) 8" V. & (1) 6" G.V. PROPOSED RO OSED CD 1 C/L 490 i.00 00% .Ooo - / 490 \ Zo PROPOSED DOT STD. CD- PROPOSED PROPOSED 6" r - CULVERT VDOT STD. C -z CL. 52 DI W/L Ln r Ln g PROPOSED 485 rl0' (DRNG.-W/L VDOT STD. CID 485 AVINITY ESTATES zi EMER ENCYACCESS / / ROP q-\ SED8" FILL, / (DR G.- PPROXIMATE CL. 5 DI W/L �, TYP.00ATION W/L) OF PROP SED (z) 6"450 48o XISTNG �8" (D��� BENDST A6"G.V.&6" 48o SANITARY SEWER W L TYPE A B 0. ASSEMBLY 1.1' (DRNG.-W/L) 45 � 4.9' (S/L W/L) 5 4 VERA UBIN PLACE CA, STA. 11+68= EXISt ING MARY ACKSON COURT C/L, STA. 16+28 475 GRADE 475 ^ 01l M �t ry V1 LLOUJUO Z rn a6 ° asa O 3° z a It a sN 9+50 10+00 10+50 11+00 11+50 12+00 12+50 VERA RUBIN PLACE 25 MPH DESIGN SPEED 13+00 13+50 14+00 475 470 465 46o ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. SCOTT 7R. 001LINS Z Lic. No. 0357911n 2/16/22 w,!j z g Z J o D Vl Ln 0 Z WQ O z Q o K Ln vl C co a E C z A Z W W Z 0 Z w ul z z a ^J (n I..L w Q J r-i ao 0cl� ILL G J Z) Lu 06 1- 4 Q Q O J cj� )Yl Iqm L 0 w a Ln JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 17 w w w W w O Soo W W W ~ ~ ~ Soo T 0 F PROFILE GENERAL NOTES: J J J J J 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN g g O 2 2 p SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE 0 0 0 0 � MHu. o 0 0 COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD W w 00 LL LL m STA:#+oz.4z MH#z i LL LL o SCOTT R. LINS'Z AND BRIDGE SPECIFICATION 303.04 H ( ) 495 m C°o m 00 M o o m M m o o 495 495 RIM:490.25 STA:2+##. 94 EXISTING0 / " 0 0 . o o O 0 495 LD Lic. No. - 035791,E 2. ALL FILL TO BE PLACED AT 95% COMPACTION. lt o N N N It oo w o ? m Co m It It INV IN. 477.5o FROM LATERAL RIM: 0. 49 2 GRADE „ m a a a a °D 00 °° °D ° 2/16/22 Q 9 3. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. MINIMUM OF OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF O ° �~ PROPOS D + m ° + a z z + 0 z z GRADE ¢ INV IN. 475.zo INV OUT. 475.00T0 FROM MH#z MI -##A INV INV IN. 477 95 FROM MH#3 IN. 483.5o FROM LATERAL / / mm n a a It 't z z z p �o� `? �SSIONAL 1' _ = Q > > > > ¢ E��l SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. g Ln o_ z z z g L z z z INV OUT. 477.75TO MHii - _ _ z z_ z z 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, 490 490 / AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO 490 / 490 SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD Lo z 8„ G'- 52 DIP W/L j / / AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". (4.4'• S/L-W/L) PROPOSED 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY GRADE SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND 485 \ 485 / BRIDGE STANDARDS. _ 485 485 U1 V1 / 8" OIL. 52 DIP W/L 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN FILL; w w ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE x TYP: 45 \ (4.5' S/L-W/L) z g � E STANDARDS. (1.4' /L-W/L) // u o 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE / STIR. 7 a In MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL 4 80 ' 4 8o / (1.3' DRN V1 a z LU > AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. 48o .-S/L) 480 0 ? 8" DIP �� 2:06 i56.43 LF Qa 1.68% / 0 ov EXISTING / ° 8"DIP w C> _ V o GRADE / #80.#g LF Qa 0.58% o w a VERTICAL GRAPHIC SCALE 475 475 475 / S"DIP Z% #.4 475 O o a� 2 w o � / 5 0 2.5 5 10 20 MH-i1A 105.5 2`F 1�1 w m m w m STA:o+oo.00 / w ¢ w a ( IN FEET) RIM:467.75 / a w c � w 5 470 470 INV IN. 459.9z FROM MH## a a 1 inch = ft. 470 / 470 W z w w HORIZONTAL GRAPHIC SCALE w w °' 6 6) s Ln W V) w / z 50 0 25 50 100 200 W W Ur V, 0D O O Ol 00 6 f It d S 1i S S a W LL ( IN FEET) 2+25 2+00 1+50 1+00 0+50 0+00 465 465 1 inch = 50 ft. 8" DIP M H 1 o- M H 5 98.42 LF Qa #5.80% 530 460 46o C r N C ID CD N N N i N 0 VI STA: 21+75.0 n ri o VI ELE : 520.1 + Ln K: # .24 + u N N a 00 o r 1 m o � d N W LVC: S.00 N V v; > 455 p C. m J p m o w o 455 525 > w m > > W W 1� N ^ Ol O� d 0 O n CI' N O 't M 0 PROPOSED ^ LOWPT ST : zo+o .o# ° w w a ^ m a o°, It a °^, m 0 DOTS D. CD- °o LO PT E EV: 50 .76 °o o w 52O L76o ' c, " ^ VI STA: o+So.o + 0 �^I l "' I 1 > VI ELE : #o. " -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 U w K:#z LVC: .40 oo.00 U m m 01) PROPOSED ,>l, M H 13 - M H 11A M 8" TYPE:AB.O. PROPO ED M 515 ASSEMBLY 8" G.V. \ :01 o - m P OPOS D 8"x6' TEE, (� \ ^ 00 LOW LO PT E ; # + EV: 4g .So .04 0 ,n N It ° 0) Sio " G.V. (#) COMPLETE (DEN cl + o !^ VI STA: 9+25.0 ko It W 7 Z W/L) w VI ELE K:3 :50#.4 u w > p \ .#6 > m ,> LVC: z5.00 N J \ VERA UBIN PLACE C L STA. 11+68 a MARY JACKS N CO RTC L, STA.16+28 505 , O0o PROP SED 505 ? J W ® I --I \ VDOT TD. CD # °o �,OW T STA: #+So.o �, \ on OW TTELE :487.5 It �l O \ ' U PVI ELEV:4 8.30 � ' O Soo 5oA \ U w K:z6.6 m Soo W �/ 1.0 LOW P STA: # +07.90 Lu[� DRNG. / LOW FTELEV 486.39 ' [� P I STA:# +07.90 - - - PROP SED 8" \ o 0 o N In A O ' LO PT EL V: m I ELE :486.34 J °o LO PT E EV: 48 .#o °o m 484. 0 00 K:z 50 PROPOSE L.L 495 CL. 5 DI W/L ko VI STA: 5+50.0 *� P I STA:# +79.0o m LV :#o.00 / PROPOSED 8" 6" TEE, ROAD C/L 495 Q Q 4 7 #Ld Ln +oz.go u 3 8 Ln w K:5 .87 > m w K:31.z5 u> m BVCE:486.44 U z0 >� LVC: oo.00 m w LVG# 5.0o m VCS: # +#2. o EVCE: 486 4 0 6" G. & COMPLETE w FIRE HY . O RANT SSEM LY 48A �4 H-1 490 1.1' / 490 W X "� O DRNG. W/L) / PROP OSE / / PROPOSED VDOT STD. CD-2 _ VDO STD. D-z / PROP S PR POSED / Q $ 4 5 46A ' 45° WI BEND DOTS D. CD-# / 00% z. o� -z 00% PROPOSED 8" TYP A "G.V. 485 Z W (I"► `J 0' ° DRNG, B.O ASSE BLY& W/L) / - PROPOSED 44A 22.5° /L BEN " [� / 38A 48o DRNG. ' #5 / 3.5' 48o Jw 4.4' (S/L W/L) - 29 36A DWNL) W/L) DR G. #0-5 - W/L) ' EXISTI G / Cj PROPOSED 8" 8"CROSS GRADE DRNG.-W L 475 WITH A 8"x6" " EDUC " R, - - - ` 475 O O N V. PROPOSED 8"x6' TEE, (# #3-#z -W/L " G.V. (#) COPLET 4. (S/ FIRE HYDRANT AS EMBL G LAXIE FARM LANE C A, STA. 15+42A MARE CURIE COURT C L STA 10+ 0= J CKSO C/L, STA. 2+27 JAC SON /L, S A. 10 94 470 MARY MAR 470 W W 01 Wrl W NM MO Ol O c r 00 O ° O ° Ir O ° O° CO ° ° 0 W _ 't M It r f N 6 ^l0 I 01 m O m ko • H 0 .t N N m'6 0) l M O 00 V W w r^l r '4 O rl '°.} O l0 ° M OlO 0 Ol 00 00 00 00 00't O I� 6 t1� ° l0 ° � L1 ° ° 00 l W° l0 Ol Ol n °01 00 Ol't '4 OIn JOB NO. l7 l7 ,n 0 't 't "t a a 't 't a It It 't 't It 't 't 't 3't w w 202194 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+5o 18+oo 17+50 17+00 16+5o 16+oo 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 SCALE MARY JACKSON COURT 1"=5' 1"=50' (V) SHEET NO.. 25 MPH DESIGN SPEED 18 520 Ir 515 510 505 500 495 490 485 48o 475 470 465 46o 458 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+5o 8+oo 7+50 7+00 6+5o 6+oo 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACK FILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. 475 470 PROPOSED VDOT STD. EW-7 WI - SKEW. SEE SHOP DRAWIF CONSTRUCTION DETAILS. CULV BE COUNTERSUNK A MINIMU 465 E PROPOSED VDOT STD. EC-1, , RIPRAP WITH A TYPE B INSTA TO BE INSTALLED BETW WING WALLS FOR INLET PRO' (W=23', L=1 PR( NORTHERN 60" CULVERT: 76.10 LF SOUTHERN 60" CULVERT: 76.39 LF 455 P O PROPOSED VDOT STD. GR-2 GUARD, GRADE GRADE POSTS SHALL NOT PENETRATE PROPO SHALL EXTEND 3.6' BELOW GRADE, A: ACCORDANCE WITH VDOT STD. DETAI SPACING SHALL BE 6-3" IN ACCORDA STD. DETAIL 501.04. SEE SHEET 12 F( -H A 150 PROPOSED END ALL, SE SHOP IGS FOR DRAWINGS FOR ONSTR CTION -RTS TO DETAILS. CULVERTS SHA L BE M OF 6"• F , COUNT RSUNK MINIM M OF 6". P. XISTING GRADE PROPOE EC-1, CI ;LASS II WITH A LLATION INSTAL( .EN THE < AS OUT FECTION (W=47', S', D=2') I )POSED 0" CL. II RCP CU VERTS: @ 5.350/ (II-461.54, I0= 57.47') _ @ 5.31°/ (II=461.46, IO= 57.40') ",� 'I ww Lo 0 o m ^ o? o v, J J W W l0 l0 u1 ^ Lfl L(] l7 l7 .t t 7 .t W u- 1+75 1+00 0+00 CULVERT- COW BRANCH MH 9 - MH KAPPA SIG 1-9 475 475 PROPOSED VDOT STD. EV IL. GUARDRAIL SHOP DRAWINGS FOR CONSTR ;ED CULVERTS & DETAILS. CULVERT SHOWN, IN COUNTERSUNK A MINIMUI L 501.05. POST VCE WITH VDOT IR DETAILS. 470 465 465 ED VDOT STD. ASS II RIPRAP PROPOSED VDOT STD. EC-1, TYPE B RIPRAP WITH A TYPE B INSTA ATION TO SERVE TO BE INSTALLED BETW _ET PROTECTION WING WALLS FOR INLET PRO L=57', D=2') (W=33', L=' PR( NORTHERN 48" CULVERT: 83.35 LF SOUTHERN 48" CULVERT: 79.32 LF 455 455 MINIMUM 3.6' OF COVER REQUIRED OVER THE CULVERTS WHEN THEY ARE BENEATH THE PROPOSED ROADWAY -7. SEE P OPOSED UCTION GRADE PROPOSED VDOT STD. GR-2 GUARDRAIL. G 3 TO BE POSTS SHALL NOT PENETRATE PROPOSED I OF 6". SHALL EXTEND 3.6' BELOW GRADE, AS SHC ACCORDANCE WITH VDOT STD. DETAIL 50: SPACING SHALL BE 6'-3" IN ACCORDANCE )pr STD. DETAIL 501.04. SEE SHEET 12 FOR DE PROPO ED END ALL, SEE SHOP DRAWI GS FOR CONSTR CTION DETAIL . CULVERTS SHALL BE X T COUNT RSUNK MINIM M OF 6". PROPO: :LASS II EC-1, C LLATION WITH A .EN THE INSTAL IECTION AS OUI Y, D=2') (W=47' (POSED B" CL. II RCP CU VERTS: @ 7.550 (II=46 .56, IO=457.27) @ 7.800 (II=46 .Sl, I0=457.32) Ot 0a0 �7 Oa rVl EtLuo� 1+75 1+00 0+00 475 475 UARDRAIL :ULVERTS & iWN, IN ..05. POST WITH VDOT 470 TAILS. 465 465 iED VDOT STD. LASS II RIPRAP TYPE B LATION TO SERVE 'LET PROTECTION , L=57', D=2') 460 CULVERT- INTERMITTENT STREAM 455 455 STR:i 4 DI-3C, L=8' TP=47o-75 INV OUT: 463.86 TO 12 P OPOSE GRAD PROPOSED END ALL, SEE SHOP DRAWI14GS FOR CONSTR CTION DETAIL 3. CULVERTS SH L BE Y COUNT RSUNK MINIM M OF 6". Yf, EXISTING PROPO! GRADE EC-1, C WITH A INSTAL AS OUI 457.10 (W=47' i5" RCP 35.68 LF @a 2.43.% 3.5" CL. III R P 2o.58 L @a 3.5 % O N N o O) N 00 LO ELOutuD 0 '0 O Ln n L I V It Ln C .7 5 C L7 0 5 0 5 R SHALL RAISE EXISTING E KAPPA SIG1-9 WITH RINGS SO THAT THE RIM ITH THE ASBUILT GRADE. L7 8 475 470 465 iED VDOT STD. LASS II RIPRAP TYPE B LATION TO SERVE 'LET PROTECTION , L=57', D=2') 455 2+00 1+00 0+00 NOTE: CONTRACTOR SHALL OMIT 2 POSTS ON EACH SIDE OF GALAXIE FARM ST R 1/+-OUT LANE IN THE VICINITY OF STRUCTURES 12 & 14 TO FACILITATE THE CONSTRUCTION OF THESE INLETS. THE GR-2 GUARDRAIL POSTS MAY BE OMITTED IN ACCORDANCE WITH VDOT STD. GR-10 TYPE II (VDOT STD. DETAIL 501.18) SHOWN ON SHEET 12. Lie. No. 035791 � 2/16/22 w41 z g� c Z J ( O � ` o <a F zN Qo i z J L O0 O > c �..,� Lu co J < Q L W Z� L9 z� m z' L9 W E� O z Q� J w LL1-4 0 0 Q a LL I --I I --I Z) LL o6 Lu w 1--4 x z Q Q V w w _ d (n JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 19 495 ko m H co NO 495 H F- �co �O T �fb 11 1! 00 000 wHv tZ2Z0 H_m STR:4 49° LL M II � o � z z z z MH-i (6o" ID) 490 N - - - - TP=484.25 � �j INV IN: 474-74TO 6 PROPOSED " ��z0 INV IN: TO3.6 GRADE � F z z INV OUT: 474.64 TO 2 485 485 77 ' CL 52'DlP / �- 2.4 DRNG. 48o Z 480 16z.o 4 HDPE 6 LF i � z.7B�6 i 24" HDPE EXISTING 38.32 LF Qa 2.17% GRADE � 475 475 (1.9' DRNG.-S/L) 4 3 27 24" HDPE (0.5' DRNG. 138.38 LF Qa 3..88% DRNG.) 470 470 W W I\ N m N S 01 0 n 0) ry 00Lii Ol 00i r ^ W W 00 00 00 00 6 00 n n ko 00 CO M 00 O C0 l7 V' S 3 •t .t S 't S 1 �t �- 't W LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 NORTHERN BYPASS STORM SEWER PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. 495 1 6 485 W 475 EXISTING GRADE PROP SED GR IDE STR:36 STR:36B DI-3C, L=6' DI-3B, L=6' TP 487.17 TP=487.13 INV IN: 480.18 TO 36B INV OUT: 480.42 TO 3E INV IN: 480. So TO 38 NV OUT: 480.o8 TO 34 8" CL. 52 DIP W/L (1.0' DRNG.-W/L) 15" HDPE 28.o6 LF Qa o.86% w w J J W W l7 l7 W LL m V1 m It rn N 01 It 1+00 0+50 0+00 -0+50 STR. 36B - STR 36 495 490 485 2e 475 505 500 495 490 485 ME 475 PROPOSED' RIPRAP LII UNDERLAYh 470 465 495 495 PROPOSED VDOT STD.ES-1 QETAIL STR:$ m � WITH TRASHRACK. SEE DI-3C, L=4' w Q 0 ON THIS SHEET, O EQUIVALENT, FOR TRASI Z IRACK. (WITH 6o" ID BASE) Ln TP=488.13 m 000 � H F­ O O 20 490 INV IN: 479.5o TO ES-i O O �i o 49 ° INV OUT: 479.4oTO6 $ p � `-� Fo 00D _ P_ 0 0 rl�� 1.0 00 't 03 'tP- p ILL»> 'D N It -- \ DIP W/L, 7/'T�y F- LL>> �x p z z v g r z z z PROPOSED & '+ 11 485RNG.-W/L)GRADE x >> > Ln 2 F- z z z 485 7 484.60' ROOF2-4 EXISTIN 48o (2 8' DRNG.- GRADPROPOSED VDOTSTD. EC-1, CLASS I 48o PROPOSED VDOT STD. EC-1, CLAS I 3o" HDPE R N G. / FILTER FABRIC U DERLAYMENT TO RIPRAP LINED IN ET PROTECTION 2' z97.o8 LF Qa 1.7zCrG EXTEND TO THE HANNEL's BANK. DEPTH) WIT FILTER FABRIC \CONTRACTOR SHA L NOT IMPACT T E UNDERLAYMENT O BE INSTALLED IN 30„ HDpE S REAM's CHANNE WITH THE BYPASS XISTING DITCH R A LENGTH OF 8'. �6 � 95 LF STORM SEWER INSTALLATION. 475 @ z zsi L=110't, W1=10 5', W2=18', D=2' 475 \ - _PROPOSED VDOT STD. ES-1 3o" HDPE 30" HDpE - 51.94 LF @a 1.75% 25 197.56 LF@ �'69� 468.25' 470 (1.3' DRNG.- 470 DRNG.) I - 1 36" HDPE 465 36.02 LF Qa 1.53% 465 5-7 PIP ATE LOCATION F EXISTIN 8"SANITARY SEW R 460 460 W 000 ID CD d M M Ol � O O O Ol O Ol l O OW O.tl O W00 Jl7 O N S M n N 01 S N 01 00 OSDW S CO CO 00 CD d 00 CO OD W •t . W 0 0 3 0 . ^ lD lD lJ7 .t 0 d 't .t W LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 SOUTHERN BYPASS STORM SEWER HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 200 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 20 8+oo 8+5o 9+00 It O m 0 Ca0 Vnj �I0 m M N 00~ m O F- F- 00 m / / 0 ° 00 a0 N a- ~ (Nrl O O� F- p o � 00 a I I O Od mt F- J Jrr� d- - m N t F- O ^ � � tD EXIST G R6 O 6 '0 H 't N N O1 7 / N (b p ~ m GRA E o o 1O �oIt 00 J O �� mM.Co CC io 't m II / LL� F zZ S ON fOrl 101\l / MJ �22= O a?0 LL'_md>> OJ m�� v~i� Hzz>'77 VV N MH m0 l0 V1 Ql .t IS- - LL. furl 1n 0 F Z z �-% t- f�� OF- Ory F-N �J v1�� CO.t 11 lLn H� ZZZ - - F-M11 LL ZZ v1 0 F- ROPO ED GRADE FF ry rl1° N n., ao Z O / C� - - o m In vl � _ m CO s {" O w m II 't O m a U, = F- > >/ Vn O F- z N 0) ' m � J m�� F- 8' C L. 2 DIP W L 0 'D a a� 0 LL� vO az0 rN^Co Ot 0 / ( .4' D NG.- /L) WATERSERVICE �D O IN m N. z z p 11 Itp0o m_ a>> ��rzz m M II » z / CROS ING ~i±�zzZ un Fo - 0^ O / i5" HDPE N o ,n't / 28.g6 LF 15"HDPE S n n .. t aF 9o.53LFQa o.6z% Qa 0.79% N az 2p FILL, / 15" HDPE z_ z z / '�. TYP. 18" HDPE LF Qa 0.91% 'at. _ LF Qa o.63/04�� o 1o9.54 V~i1 8" Cl. 52 (pIP W L / 99-5z �5 (1.0' DRNG -W/L T I 15' HDPE (0 (1.0 15" HDPE 144.64 LF Qa o.62% / / DRNG.- DRNG 35-38LFQe o.68% DRN .) S/L 13-12 4 3 4 STR:38B > 18" HDPE 5 30.63 LF Qa 1.371% DI- B L=6' 3 f ( .3' D N G. - / /DOT STD. EC-1, CLASS I NV N: 481.93 TO 40 DRNG. , - - STR:30 18 HDPE IED OUTLET PROTECTION 470.2 ' DI-3C,.43 C 59.13 LF Qa o.56r6 INV OUT: 481.83 TO 38 WITH FILTER FABRIC TP=484�43 ENT (L=15', W=6', D=2') INV IN: 478.5o TO 32 18" HDPE_j 27.84 LF @a o.670A INV IN: 480.00 TO YD-2 HDPE INV OUT: 477.5o TO 28 24" 100.72 LF dal 1.66% 18" HDPE 107.93 LF Qa 2.47% 24" HDPE 41.97 LF Qa o.6o% W W 't O N 0 00 N 0) Ln M H ul Q1 tD Q1 S M O O M '0 '" H l!t N N 00 't ~ Ol n O W 00 l!t N H H 00 H O J J W W O n lD N � M Vl 't N Vl 'T � W .t M 00 �Y' Ol l0 ' N n Io n W M 00 01 .t O W Ol 1 M O M O 'i n O ci O 't O 00 n ^ 00 CO I\ 00 ^ 00 00 00 00 W 00 01 00 M 00 m 00 01 01 01 00 01 Ol 01 01 Ol al 01 Ol Ol Ol W LL 9+25 9+00 8+5o 8+oo 7+50 7+00 6+5o 6+oo 5+50 5+00 4+50 4+00 3+50 STR. 42B - SWM FACILITY 3+00 2+50 2+00 1+5o 1+00 0+50 0+00 -0+50 Lic. No. 035791 2/16/22 z g; z a VJ 0 { z N 0 ` 0 Z J 1 O ; H N i cc) w H U) Qc 1 ui z E t N IN r-4 N N N ti CD j \ O N rut U 202194 SCALE 1"=5' (V) 1"=50' (H SHEET NO. 20 SOS PROPOSE GRADE k\\ STR:48B DI-313, L=8' TP=498.82^ INV OUT: 491.86 TO 48 495 8" GL. 52 DIP W/L (1.1' DRNG.-W/L) m M p >_ m t 0 � ItO 000� �N t-�O W °n al a) al 't 00J W S S It am lot, ZZZp F m a > > > > t„ C) I z- z FILL, TYP. 495 I490 / 490 i5" HDPE EXISTING 27.88 LF @ o.5o% 485 GRADE 485 48o 480 EL OOp0) 0+00 O+50 STR. 48B - STR 48 W 495 �i- o v 0 PROPOSED GRADE d F� 00 tJ Co Cc C 490 M M 11 > >'> [oE_zzz STR:44B DI-313, L=8' TP=488.76 INV IN: 484-75TOROOF-1 FILL, INV OUT: 482.00 TO 44 TYP. 8" CL. 52 DIP W/L (1.1' DRNG.-W/L) 48o 25" HDPE 27.86 LF Qa 1.62% XISTIN 475 GRADE 490 PROPOSED VDOT PROPOSED PR POSED DOT STD. ES-1 GRADE STD. ES-1 STING 485 - - - - - - _ _ RARE 485 RCP u138 LF 1.57% 8" G. 52 DIP W/L 48o (1.0' DRNG. W/L) 48o PROPOSED VDOT S1 D. EC-1, CLASS I IPRAP LINED OUI LET PROTECTION WITH FILTER FABRIC UNDERLAYMENT (L=6', W1 4', W1=8', D=2') 475 475 lD 0 00 M ,Mj N l0 la 0 CD 00 W 00 00 a a 00 00 00 0+00 0+50 1+00 1+50 1+75 VERA RUBIN PLACE CULVERT LD-269 Rev, 3-83 485 475 470 f] 1 80 15" CMP \ 4 465 14.8o LF Qa 7.78%_\ PROPOSED VDOT STD. EC-1, CLASS I RIPRAP LINED OUTLET PROTECTION WITH FILTER FABRIC UNDERLAYMENT (L=20', W=4', D=2') 475 460 470 470 W W 6 O J J W W 00 lJ 0 d 1 W W 0+00 0+50 STR. 44B - STR 44 475 EXISTING GRADE 1 470 EXISTING CONCRETE HEADWALL TO REMAIN 00 H O N n M OD O W 1 J 00 Z) Co- ai O 490 STR:-18 Ln o z 490 3C, L=6' Tp=488.17�\. PROP SED INVIN:483.67T0 GRA E 6" CL. 52 DIP W/ INV IN: 481.99T018B (1.1' DRNG.-W/L) INV IN: 481.99 TO 20 XISTI G 485 INV OUT: 481;8gT016 / GRAD 485 465 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. l5' 63.Bo' I 46o 475 W W S O J J N a N W W 1+25 1+00 0+50 0+00 RTE 20 CULVERT EXTENSION PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 R( AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR AGGREGATE BASE MATERIAL SIZE 21A OR 21B, PLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO TH SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT R0. AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETI SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS I ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIP MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENT Project Galaxie Farm Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Vera Rubin Place Culvert Rev. Date Date 8/20121 STATION: HYDROLOGICAL DATA AHW Controls D.A= 1.80 ac. 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev. Cw = 0.40, Tc = 17 min., 1'o = 4.3 in/hr and 125 = 4.8 in/hr = Shoulder = elev. 488 = CL elev. 488.38 DISCHARGES USED RISKASSESSMENT ADT Skew 0 ° Cover Varies n Q 10 = 3.10 CFS Detours Available Length Q 5 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 486.00 So= 1.57% Inv. El. 484.25 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 11� Orig. Gr. itlev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET End CULVERT TYPE & SIZE Q Q/B INLET CONT. OUTLET CONTROL HW. VELOCITY Treat, COMMENTS HW/D HW Ke do (dc+D)/2 ho H LSo HW ELEV. C.M. I Smooth Inlet Controlled (+1.0') w/ downstream riprap. Velocity (6.23Pos) Proposed 15" RCP Culvert(10 yr) 3.10 3.10 0.82 1.0 0.5 0.6 0.93 0.93 0.55 1.7 - 487.03 6.16 N/A is not errosive in concrete pipe & riprap. Inlet Controlled (+1.1') w/ downstream riprap. Velocity (6.4Fes) is Proposed 15" RCP Culvert (25 yr) 3.47 3.47 0.88 1.1 05 0.6 0.93 0.93 0.55 1.7 487.10 6.36 N/A not errosive in ccncrete pipe & riprap. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+SO 4+00 4+SO 5+00 Design Flood Exceed. Prob. Elev. STR. 5 2 B - STR 2 6 Overtop Flood Exceed. Prob. Elev. SUMMARY&RECOMMENDATIONS: Base Flood 1 %Exceed. Prob. Elev. STR:526 DI-313, L=8' EXISTIN GRADE 485 O N 10 N N STR:20 495 m - co -DI-313, L=6' M O M -.t 0 o a� TP=489.00 F mZZ) INV IN: 482.64 TO 22B mj L z z INV OUT: 48z.54 TO 18 PROPOSE 490 GRADE SCOTTiR. CD,LLIN' Lic. No. 035791 2/16/22 z L EILL, g ' TYP. 485 STR:18 n L t DI-3C, L=6' p F ' TP=488.17 a ` HDPE INV IN: 483.67 TO o I 15" HDPE 56.27 LF Qa o.76% :Is HDPE INV IN: 481.99 TO 18B Ln ao 47-88 LF @ 3-59°A 480 480 61.3o LF Qa o.go% INV IN: 481.gg TO 20 zI L o 1i 15" HDPE 24.66 LF Qa 1.14% 475 475 0WLU W Na S W W 00 00 W 00a1 W W Ot O 0l0p 00 00 00 a 0 0 a s a00 W LL W ILL 1+00 0+50 0+00 -0+50 0+00 0+50 1+00 1+50 1+7 STR. 18B - STR. 18 1 STR. 22 - STR. 18 INV OUT: 481.89 TO 16 o z O J L H .> w m i 7 Ln 475 > W �; 5+50 6+oo 6+5o 7+00 7+50 •• �01 N N W n N t\a N N � z t` m M 4 CIA M WN O W� CV CV Q Z' W F-� WE z Q W" W z c- 0 W aJ 0 IELI L.L 0 CII LU G � L z �.�..� ~ II Q J (Q V I- I w p w oc = 0- to JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 21 09 GALAXIE FARM LANE & ROUTE 20 INTERSECTION SIGHT DISTANCE PROFILE 475 _ — PROPOSE 1 TANCE=_ GRADE SIGHTS 470 ____ _______ -- -- 465 -/ HT.OF --' OBJ=3.5' -- 46o LINE OF IGHT — vF OF — 1� m Ol Ln l0 Ol m �+ C71 N Co M 00 Co S Lo t 0 O W d H lD m LD �T l0 to to I� to n <D t\ 10 LO to of u'J CJ1 00 lD LD '1 n 'o fT O O d It .t It .t 4 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 Wd&�ll1[e Soo GRADE __ - Soo OF OB -3.5' 495 NL�o95 •( P Q�S 495 \GN/ '--LINE 0 NCE=13i � SIGH 1 pISTA HT. OF 51G� 490 EYE=3.5' HT. OF 490 OBJ=3 5' PROPOSE 485 GRADE MARY JACKSON COURT & MARIE CURIE COURT 1 485 48o INTERSECTION SIGHT DISTANCE PROFILE 48o + m 00 o M m 00 a 00 s a 01 a 0+00 0+50 1+00 1+50 2+00 2+50 HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 2C ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 5 0 25 5 10 2i ( IN FEET ) 1 inch = 5 ft. `. EXISTING SIGHT 'STANCE=152' \ GRADE 490 HT. OF — _— HT. OF \ 490 OBJ=3.5' EYE=3.5' \� LINE CF 485 SIGH]485 480 \ S7G 48o ` SST PROP SE GRA E �C�go 475 475 P0HT.OF BJ=3.S' 470 470 NORTHERN GALAXIE FARM LANE & MARY JACKSON 465 COURT INTERSECTION SIGHT DISTANCE PROFILE 465 O OM ^ m N O O 00 lD �D N 00 t0 It 00 CY) 0 d 00 00 00 �.tIt 0 d d It 00 S �. It .^t 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 EXISTING GRADE O O 8+5o 9+00 9+50 SIGH DISTANCE=665 --------- --- 485 ffS)L. C0TT R. LLINS'Z5 icNo. 035791,E 2/16/22 �4 SIONAL E'o l 0 480 o 475 z 470 Z O i ` Im 0 F 465 Z Lu in Z 0 i J L o C N Ln w m 46o F�1 w M < J C < L W ZL O O O t O Io M W 00 00 00 m 0 00 O 00 S S .^t d It It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SOUTHERN MARY JACKSON COURT & VERA RUBIN HT. OF' PLACE INTERSECTION SIGHT DISTANCE PROFILE OBJ=3.5' \ 500 \ 500 / \TOI s cF`Z\ 495 495 HT. OF EYE=3.5 _ �H7-D/S LINE OF TANCE=z8o' SIGHT �`; 490 490 HT. OF ro/ OBJ=3.5' 485 485 480 EXISTING GRADE 475 475 I� lD 00 `t tD d 0) H 00 H ci �t O il H N O N ko ID 00 •i ri O O 0 ^ 0) �t n M O 0 00 LD V1 00 M 0 00 'i 00 6) 0) n co n 00 d F S 00 S 00 3 O S d .tal .ta) 't 't S .t .t It .t It d 't 00 4 1 1 0+00 0+5o 1+00 1+5o 2+00 2+50 3+00 NORTHERN MARY JACKSON COURT & VERA RUBIN HT. OF\ PLACE INTERSECTION SIGHT DISTANCE PROFILE OBJ=3.5' \ Soo \ SiGyToi Soo T q 495 ` \ LINE OF 1 SIGHT 495 HT. OF ` EYE=3 5' _ S/ T� =E;z$0, 490 490 HT. O PROPOSE OBJ=3.5' 485 GRADE 485 48o - 48o EXISTING GRADE 475 475 I� N ci ., 00 S Ln 't 00 0 0 of 0) M Cn 0 .t rl N 00 0 M I� o m M D O I� 0 d � lD 01 �y N O 0) of 0 00 ^ to CO M Ol 00 N N 01 M �y m Cn 00 6 0 m CO 6 00 01 n l6 n 00 n S 1D 00 n S 00 .t y1 d S S 't "t -t It It S It It .t f It S .tIt 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 + N 00 ^ N N N N � N CD � .--I O N 0 z M rri 01) N M W N z O Q WN JV) a Lu Z ® J _ W Q LL a -- O 0 CL L Lu 3+50 4+00 4+50 5+00 5+50 5+75 z Z� SIGHTDI TANCE=161' T.OF 490 HT. OF — - -- _ T YE-3.5 490 OBJ=3.5' ` L NE OF 485 SIGHT 485 PROPOSED EXISTING GRADE 480 GRADE Sj 4 8o y T 475 475 HT. OF BJ=3.5' 470 470 ✓� T�YP. < SOUTHERN GALAXIE FARM LANE & MARY JACKSON 465 COURT INTERSECTION SIGHT DISTANCE PROFILE 465 O 0.M 0. It N . O4- 0° ''t 6 QO ��a�It 06 T c6 C od O 0) O S N 't r�: 't't S 0 't N 't00 I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 x Q c_ Wn " `� w � I —I X 2 ul._1 W z r(D J� J� O O O N u L W w L Ln JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 22 ROAD LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY(sf) TOTAL SITE 1QUANTITY1 COVERAGE (sQ TREES AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 21/2" cal. 452 22 9,944 AS ACERSACCHARUM'GREEN MOUNTAIN' GREEN MOUNTAIN SUGAR MAPLE 21/2" cal. 214 20 4,290 LS LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' ROTUNDILOBA AMERICAN SWEETGUM 21/2"cal. 1 238 9 2,142 QP QUERCUS PHELLOS WILLOWOAK 21/2"cal. 1 419 35 14,665 TOTAL CANOPY 31,031 506 TW 500BG 498 BW \ 4986G8061A� ' �� COUNTY FTALBIMARLE,V GI IA / D.B.1979-444,46 & 47 L T.M.91-10 COUNTY OF ALBEMARLE,VIRGINIA � / 502rw �66W ���' +' i D.B.1979-44,46 & 47 PLAT \ 4�BG 4g 4 4 / - _ � / � � � SCOTTi � i r--� / L) Lie. No. 0357911a \ /(` 494 BW � � \ I I \ �/ / \ \ / / / / " / / ` "d.�, 2/16/22 ) \ C�UNTY dEFly�p PREYR. / ' ' 0.6� 1 / 500 TW I I r" / �\ ST,EEP 5 FJP�fYP. \ s''SIONAL S"' 495By/ �� V - v LOT / / v v v / / LANDSCAPING NOTES: V ALL A - �94 BW ��� \ �V A \ I I 7` 1. 1 LARGE STREET TREE PROVIDED EVERY 50' OF STREET FRONTAGE. (5) LS ALONG yrA_Q+gD MARY COURT SOOTW p i. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND 10' MIN. FROM \ W pVV \ \ I // LOT \ ' /. + WATERLINE AND SANITARY SEWER STRUCTURES. 1 499 �� \ 8 \ — — / \ / + 3. ALL LANDSCAPING AND SCREENING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON 94 BW I — — \/\ i FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. (4) LS ALONG \ / / - / / / 4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY \ ASPEN LOT \ LAXIE FARM LA THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN 9 ' \ \\ _ NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE 1 , + a , \ \\ \ / / // /� / > '� +', •%, +' +' i �" PLAN. LOT z + /�' 5. VDOT WILL NOT MAINTAIN TREES PLANTED WITHIN THE BUFFER STRIP WITHIN THE RIGHT OF OR ' e / / / / \ �' ' + ' + ' ` WAY. THESE TREES SHALL BE COVERED BY A MAINTENANCE AGREEMENT AND SPECIES TYPES MUST BE SELECTED AND PLANTED IN AWAY THAT MINIMIZES POTENTIAL DAMAGETO ,>�++ , + a.04AC). , �� �,y� X p \\ \\ \ 49 \ \ / / , , ' N\,++ f,++i ,/�' i',',�, z THE ROAD AND SIDEWALK. + LO� / / 9�� LOT ` /`�i+ ' C / / 6. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT;+'>i / >i'/ >+' '! THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND i ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. O — ii;...i U O 7. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE _ — — — \ a (+ Z LU PRUNED BETWEEN z' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES X \ X I / I /' �'j ', p > AND ACCOMMODATE PEDESTRIANS. O ¢ a/�i , 9 / 8. TOTAL STREET FRONTAGE = 4,263' I a I _ \ REQUIRED STREET TREES: 86 (1 TREE PER EVERY 5o'OF STREET FRONTAGE) ( s —w CURIE OU / \ '+ +>i+++ 'i' + ' ' i+>i'++>. �\ / ~ Ln LU co L PROPOSED STREET TREES: 86 \ , w w w CROJ\U / (5)ARALONG ' / co NOTE:1,148'OFSTREETFRONTAGEALONGGALAXIEFARMLANE(PORTIONOF) I I\ 12 I \\ x 4 / _ w� P 0 6PU MARIECURIECOURT�+' +� '+' 'f, >� +i',i+\+ + \ In ` REQUIRED STREETTREES:z I I s PROPOSED STREET TREES: 29 II>+' I ,i NOTE: z,531' OF STREET FRONTAGE ALONG MARY JACKSON COURT \ — — — / \ \ �> ' Mgr ' / . ' i' W z I( REQUIRED STREET TREES: 51 i PROPOSED STREET TREES:48 ii NOTE: 584' OF STREET FRONTAGE ALONG MARIE CURIE COURT ` REQUIRED STREET TREES:1z PROPOSED STREET TREES: A / — A X OT N'I I\ I O \ N' Q \. I I I +� e� \ i i\+ >,/{ i' ' ,'` >T'',j o LOT ' , "I'B', ' r f' / + ' i �' i•> J 13 O �i/ + / + +ice, — / — a \ \i LLI _ — — (4) AR ALONG \4 \O �j \ \ \\ \ \I asP J LOT MARY JACKSON COURT LJJ 9p A V \� \ _ I I II 3 - LLI 1 I \ \ ; x` I />> 47 "TT + I / d76 (16) QS ALONG Ta >' LOTS v v v _ / \ ,) I 1 \ / ' / PRO—Po5 >', / GALAXIE>� >> a 474 > W 4 \' j BuF T ASPEN �ICLL 6 / a ee �' �'�' 1 Z�i' > / I z _ _ — — PROPOSED G PLANTING STRIP, TYP_ / 3 I\ II �..•f / --=X-i x ' > '�Tia i+� >;> / > 4. > > + a> Lu / X C7� \ 180' PR P �� �Ar•WID1H x > X y , > a , ' + > > > > > '> > > + > , a , > a > > > > , > > > > a > > , > 'I LO 54 �i z / I , ' - , / N , > > + ' >�P PV'a ' '> ' '> � g , + > ' > > > ',�'�,.i,.>'a > +::>4_> ' > 3 I 17l �� / • � > + PROJECT+ ' I a GUAARDRN / — / (13) AR ALONG ■ii �\',i+>% TYP. .24'QC)' ; > ' , >ToiLgT, (20) AS ALONG / GALAXIE FARM LANE' j> /,'' /a > ' ` CONTRACTOR TOMILLa a > > > M + ,+ > ++, +. > > > > > , > > > + 5 LOT AREA MARY JACKSON T 2 T ':- , ' (OVERLAY ROUTE o O > +>>' ', , '� ', M COURT > �-'y)' '+'a ' % + > , ' +i',+ THE CENTERLINE, TYP. Q Z 1EV lia'y I>• PROPOSED 6' W > > ,+' > '>Bil FT,YP. \ LOT G > I 6 I _ l ^ 5 ¢ I ( 2V4�' )'©+'� ' PLANTING ST IP / / �\ \ \� I f ' ' > I +> l' > '+>+ , + +a a ' ' i ' EXISTING , ' '> ` ' L.L i' a> > a > > > > +> >.: }\ TYP. S _'^. .9_ / \ _ d>>' ++ ' + + +i�'f' STREAM,TYP. , i'+'> >'> , > , a > — _ 16 4 >>' +'a>> + owooD \1 it >ai� > --- uJp 57 .+ ', PROPOSEDACTIVE >> >i is --.. M c I +' iPA10E > >i'i' �' - °>i '>>' ' Q- 1 - ` L9 REDWOOD I/ g RECREATIONAL . I' ' I,IJI{ V I a �'>'>+'>' / I \ •\/\\ (2¢ , � &X r ax Q UI L w TI _¢ SVIL E ®,T d ROUT le UW (19) QS ALONG �5p3 ¢O 59 MARY JACKSON, 7 ALONG a COURT' / 17 ,CKSON000RT \I — —1 --�� / \ \ / > \> \ /' >>>'i'>>' i> a>�'>>'+ / ` J I \� \ / Ln >IN P. i,' >I>i' '>>'> > r +'+'> ++a>' i+>+' / � '1 V] %>>'>'>+'+'>+'>'>+'+', ai�i a > > LOT > y > _w w. w / # `. x./ # / p \ \ / / / > ' ' \/ 1+60.'S, ++ I, '476' W — — TDIS TAN ROVED SWIM FACILITY �-UNDER UNDER W,P< O, 2,02000037 AMENDMENT#a C7 �. > IL > > > _ Is , ' > > > > ' > a L \// �P > 2— LOT I PRbiEct 8 \ LOT LOT /T `g`/y/ edVNDa,RY,tyP< /� �/ - > , > +>> LOT LOT - 22 \ ' + ,+' a�>''>'' ''(!Y'> / h, a > > + > , > , ASPEN > a > , > > > a > > > '>' AS +��' / > > IzUNITS — I 2 UNITS UNITS — ` r \ , a Iy > ' h I 8 0— > \ >+',+a \ 9 — = i> �`, \ \ , // GRAPHIC SCALE ``' / / / / / Cola >>'ii'+ O / 30 0 15'....... 30 60 120 COUNTY DEFN D MANAGEDSTEEP � 'I . WALL ib > > > > > ' SL9PE5 _ STA.0+00 47 BG //// 1 T ) '>>> '+ a > > a>'> >' >a -- 1 inch FEET ft. a' , > — — / a Ln JOB NO. 202194 SCALE SHEET NO. 23 County of Albemarle ConserYaHon plan Checklist— To be pNI on LatMRape Plana (Elattdbhok pp ID-28d-111-29] for complete epeciRwtiorbI 1. Tberallowlne Items shall be sLawn an meolan: Trees to beaaved; ® Limih of claeang (cuaida JripOoe of tram mba Savedy ® Locationmdtypeofpmteclivefmdng; ® cr�ennm:gea reryiri,g lee wdla nrwaua; la Proposed erneFing mtom:dinghryondtbe lirmts ofdmrivg. 3. ➢ ffkincf: LI Alltreesmb ai bantams:ka3w pnN nbboi tahmghtdaaayv ideWegwpmeW ermoa LI Nogradingandlbeg Fl MebmmmL' has impact m:dapp bya Cam:tyingmart. 3. Pre Conarnal Conference; LI Tree prose F dp t Fon meanies sbdl be avimed with the cormacfr ate. a Eibiiprasrsr Opionfirs.aad Stvnea: ZI Heavy e o,,ran, velaesiberFaffic sod storage ofc buaooa materials includirg soil slmll notbepamitted wilHnt d:iplines ofheee to be saved. S. Sol l Emsbn asid Stortarroop, DefenHon Devices: ® 9acN devi hail nol ativasnly aRoa trees to besm� 6 Ftrea � Firm ma wtpamihad within lW fat oftM d:ipline oftrmstoce saved. ] Took Mahvhl LI Ti.enailefid, sballnotbe etoredwiflurf Wfeet ofih driphne oftbas to be saved S. POusaloe Fen but, LI Trees lob rvo_ d vnllun Vt feet ofsopoaadbOdror,,oadaniv ecgvity elate beprotededby f®sing. 0 Finang shell be m place and shall be wpoOW and sppwed by a county InVp orpnorto grading a wmwcdom 9 Tore We+k ® Witormae dl al must be reined within the do l' f treeto be saved eneewdl shall ba idadmd emnalrllCROn tle�l g P Prov submitted forapproval. +0 joy Walls: ® lvhm the gromdlevel mud belowerM witWnihe dripl'meatreehbe amai,ahce well shell be provided; erW acomhuetioa detail submitted for apprOVel. IL Tor:dm, and Tannlhus, When bench', R'md wdthinf li te .1fakon,,'t Asti be d afro away Gom the hooks of. as possible. TmmeWrg coder a large me shell be earsideoed as an shearassfive shm it is antoopared that necessary trenching coal deshoyfxder reob. 12. CCU ® PmtMive fmdng shell be lie lest items removeddmiob the firieldmnup. rl To .... d Trees: ® Oarnagea boo shah zN"wmediatdy by p:w:irq;, firFFsabion roofermethod. recomarended by epmialiat. NOTE: IT L9 THE OHVEL PER'S RESPONS+HILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REXTEREMENTS. 8/30/2021 AL CONSERVATION PLAN NOTES: �� (5)LSALONG A 1992 3.38 I \ MARY JACKSON COURT 500 TH OF 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR i NOTE: TREES UP TO4"CAL. SHALL BE 499 RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING TTI S SSTAKES. TREES OF 4" CAL. OR LARGER 94 TAKED WITH 0)-z xz''H DWOOD ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE SHALL ,TWISTED, AN(g)EQUALLV SPACED, AND I ) CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING =� I TURNBUCKLES. OPHOSEAROUND I / NOTE: TREES UP TO4"CAL. SHALL BE \ �SCOTT R. LINSZ DEPARTMENT. �/ TRUNK.F AG IRES WITH COURVEV J /. \ STAKED. TREES OF 4"CAL. OR LARGER Q TAPE. REFE TO SPECIFICATIONS FOR \ fi SHALL BE GUYED WITH (3) EQUALLY FURTHE NFORMATION. t \. i / U Lic. No. 035791,a 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION SPACED, TWISTED, Mrs GAUGE WIRE WITH HOSE AND TU RNS II CKLES. LOOP HOSE MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES - fi AROUND TRUNK ABOVE BRANCHES AS d� 2/16/22 ty4 TO BE PRESERVED AND PROTECTED. W / \ SHowN,F AG wIREs wHH couRVEv - I_ o \ TAPE. REFER TO SPECIFICATIONS FOR OPEN- S Gti \ ADDITIONAL INFORMATION. "C/Q E� 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER /��/�✓ WYWRES'MTH RUBBER HOSE AND \� ` SPACE C'' NAL MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL / NRNBUCKIES 2/3 UP TREE _� NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. /\�1 \"`\l\\\� 1 h, (0.04AC) d� 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES \�I l DWG STRAND GAUGE UCK fz' W1TH RUBBER HOSE k TURNBUCKLES iWIREi i+ i {> ' ' i %2• HAROtMMOOD STAKES, \\ s i , i ' > 1 TO BE PRESERVED AND PROTECTED. _\/ / ALIGN TOP OF STAKES _� s >\' 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE 2•%2• HARDWOOD STAKES, — — — — OF TREES TO BE PRESERVED AND PROTECTED. �i \W\ / j AUGN Tea 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 fD \ I 'nLn ENGINEERING DEPARTMENT. `' l �� uLCH squcxR +n Hr. a TREE ULCH SAUCER' I / \ j z z V /f j ( I I LOT W W I I z f 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER SEWER ELECTRICAL CABLE I�,ll�/,!�\)/� 12 I l / AMENDED SOIL MIX NISHED GRADE / ' YY�� 1 I I\ I I OR OTHER UTILITY g O O PROTECTION OR BEYOND THE LIMITS SERVICE CLEARING, THE SEPARATIONFROMOF TRUNKS I\ �I/11 — — I I \ U u OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL II 111 1 —III=_ —III=III —III= I — — — — — m Ln o BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL II1 III11 --III �\ — — z _ gMENDED SaLI MIX u z o �� W SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. = I L— — — o a g �— CUT AND REMOVE BURLAP FROM ✓ f — WT AND REMOVE BURLAP FROM — — — c25 —1 III TOP 1/3 OF BALL AS SHOWN —III TOP 1/3 OF BALL AS SHOWN I I — — — \ .6 O 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE III I IIII III _ _ V/ D 0 z z PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH \ — — 1111- I I ARIFY SUBSOIL TO 4• MIN. DEPTH rl uvi O < THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE I— 1 1= suesaL To a MIN. DEPTH �I I \ I I Z o 1 ¢ O SPECIALIST. OL BOARD C 4111 RLE,V 4fP`� OMPACTED SUBa ADE D_ JL C5L62O MPACTED SUBa ADE I _I I �OT O O < W � wI—2�_=-� aa-a cof+rnncr PukcxAserzslcrATo3fE (DATE) 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION 'I L— 0 s 5/1/W p'e l of m-401 CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—U P. tl = i— --- z Ow w W \ LLI I MARYJACK0 \ _ wI C W Q 1 \ \ In - I LOT 0 \ \ I V 1 �4 _ y wI v 0 \ Z s \ J - / -- I V I — o N N U N N WALLC- x• r4 o N o \ STA.0+00 \ / \ �532 TW 532BG /� Q �pNCE`15 �— I \ \ \ / II � � . E 32 TW_HT DIST: o 5 \ \ 0 524EL9 \ --- -1 5246W A. +30 LO $4 ^ > 48 /OJECTBOUNDARY, 50 TW < > BW 28 TW Y PROPOSED / / 5.0 , F so OPEN \ ( a R r" o \� a i ' i'ai> i' 0 A s�6 w LINE P. / s 8Tw I SPACE A ', i>� (� > s228G � 04BG 504BG 02 BW t'>> 3? 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B.1033-313 1 L 1 LOT ASPEN J , — — — — — — 52 — — —51 — — 51 — — — — — — — — \ 3 LOT 56 a (b 44�AG) '�✓T' ' —� /-- I D.B.1033-313 4 5C _ /_ �— _ D.B.619-368 PLAT —r — — --- , — , r -- — --- t N L to rL� / I / / — / I REDWOOD I REDWOOD I REDWOOD I R DWOOD I REDWOOD — W �LO 57 g •, ii iiii to — — / I _ L _ I — L — of I I / I� I 3 a i Pad os� �ActIE, ' — L — — L — — L — — ASPEN ASPEN to / U ROOPEWSPACE C EA'f OCA N / s 43 / / QW 52 —ASPEN ASPEN` , " / / LOT T �OT T / I z > Lu P LOT 1 ° ; a a LOT / / �49 5� 51 52 �T a > / 5 5 e 0 Lu LOT LOT / 53 Q l , i ' z / s \ LOT LOT \ I I // /4$ I / I / I III o N z`iiy %ice a G' i 19 S ALONG-, ( ) Q o 59 J P ' O a a G ao, MARY JACKSON ~ a —(19) QS ALONG / a w IN COURT' MARY JACKSON COURT — — — — 1 — — — — 0 �+ v ° / i �, \ / PLANTING / / / J 1 �� — % j %> 1✓� � (~ Z o \ \ J ——_J o STRIP,TYP. — -- — L -- -- -- /J / -- — --� —_-- J 3_ i a # F— — — — — — .;. ._ • o y �t\ w w w w w w w, w w w w # n (20) AS ALONG i � \ w w w w w w w \ wc�— � / — _ — T — =x8o'- � A Y JAC `I�SON"CO�1' R w % w # , 4l U / MARY JACKSON COURT 11� PROPOSED�UBLIC RO \ w 0 d 5 LIMITS OF PROPOSED uj PUBLIC RIGHT OF*-Y, \ / — — h a (20) AS ALONG — — — — — T DISTAN = — — / i `o I � \ � , >< � ,.__ — i — (19) QS ALONG -1 T = L � '� — � � — — — — MARY JACKSON COURT= — � — — — — _ _ \ .• •• — — — — — — \ V] J � M—O T rr�In� ti I I ) I W V I / / / I I I "I F" w / I LOT LOT/ LOT LOT LOT L L I Z ^I \ 51 \ LOT L� / LQX T /33 32 31 30 2� LOT J LOT o % LUT LO1 37 36 35 / / / / / / \ _ \ 3 LOT LOT LOT LOT _L�T 22 coy/ �39 \ / / — PEN ASPEN I ASPEN — ASPEN \ / ASPE ASPEN ASPEN 27 z6 5 ,,•/I o r ASPE — ASP — ASPEN I — I r. — — / — L — L — — r r I• — r ASPEN I Q o ASPEN _ _ — / / li �I I _ _ _ I 8c ?UNITS ?UNITS a 49 z UNITS n CO TS _ ?UNITS = UN 50 w----- — — 490TW —WAL Ems= —��r� —486 J------- -- — — J� -- - 1 1 486 BW — 9 N x -o �— —48 48 48 t /LC,tCFATY Utrulmo / 490 TW "STA. 0+54 \ MANAGED STEEP T:tF, 8 BG— 490 TVA — .SLOPES' bi s / I LE 486 G - 484 490BG 3 490 - Lu w E T. �A—B �0 — �AAt +00 48 _ _ a m $ OFTEN ASE IV,AVINITY 1 V \ 490 TW _ — — — _49 —1 — — — — — \ JOB No. I AVON P E TIE ,LLC T.M.91-1— E / / — 6� 484 BW - - - — �- -- � - o - — I D.B. 7—�50\ AVINITY ESTAT�S, L / / / — � --- — — — _ � � 202194 \p — / — o D_B.48 228 L T 1 .B. 5124 678—A �L T / / / / — /"' / -- — - --- — — — — _ _ — / P IC SCALE D.B.4990/—�7� / / -- — /' _ — T.M 91-16D �30 \ s 3o eD 120 SCALE V D.B.4Ba4 Z2 V_T \ / �� ' / A �� / ; , / --- ooe� \ _ _ SCOTTSVILLE ROAD HOLDINGS,LLC 1ff = 30f N o / l D.�F�379�PLAT / _ C/0 KAPPA SIGMA FRATERNITY / D.B.3257, PG.702 (IN FEET ) SHEET NO. nos - D.B.550, PG.608 PLAT 1 inch = 30 ft. 24 / o / s Page 6H-14 April 2015 April 2015 Page 6H-15 611-52 April 2015 April 2015 Paee 611-53 Typical Traffic Control Page 5H-5 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.1) NOTES Standard 1. For long-term stationary work more than 3 days) on divided highways havin 8 Y s ( Y)g a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)h, 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 g Y q g closed and a RIGHT SHOULDER CLOSED 21-5aR n shall be added to that side. (W ) srg 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. tion: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign Prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and Channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating flashing. or' oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or` oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, ors oscillating, lights. 6. Taper length (L) and chro nelizing device spacing shall beat the following: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 s00 55 495 550 6D5 660 80 540 1 600 1 880 720 65 1 585 1 650 1 715 780 70 630 1 700 1 770 1 840 Minimum taper lengths for Limited Access hi hwa shall be 1000 feet. Shoulder Taper= % L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0.36 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, Construction Access" 80, 1211' ' Spacing may be increased to this distance, but shall not exceed one access er %, mile. On roadways with paved shoulders having a width of 8 feet or more, Channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The hurter space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. 8. A truck -mounted attenuator CEMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for Y P Pe 9 g P operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall he placed as needed. 1: Revision 1- 4/1/2015 \ a "END ROAD WORK"- D9�j �G9T SIGN (G20-2) "ROAD WORKAHEAD" SIGN (W20-1) Stationary Operation on a Shoulder (Figure TTC-4.1) SEE NOTE SEE NOTE 1 ®->•i "ONE LANE ROAD AHEAD" SIGN (W20-4) "RIGHT SHOULDER CLOSED AHEAD -SIGN (W21-5bR) G20-2 IV) Soo, ± 80' - 120' - SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 7 TYPE B OR C - SEE NOTE 6 CHANNELIZING DEVICES SPACING SEE NOTE 6 SEE NOTE 2 rtDSEo SEE NOTE 1 SEE NOTE 2 W21-SbR SEE NOTE 2 W20-1 Lane Closure on a Tiro -Lane Roadway Using Flaggers (Figure TTC-23.1) N -lu dance: L Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 50W-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work :one to insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H--3. General!)' speaking motorists should have a clear line ofsightfrom the graphic flagger s3mbo1 sign to the flagger. ion: 3. VAhere Riehtof-Way or geometric conditions Mvent the use of 48" x 48" signs. 36" x 36" signs may be used. adard: 4. Flaafamoa stations shall be located far enough m avance of the work space to permit approaching o traffic treduce speed andtor stop before passing the work spare and allots sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Iable 611-3 on Page 6H-5). 5. Ali Daggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flagon 5). 6. Cone sparing shall be based on the posted speed and the values in Table 6114 on Page 611-0 7. A shadow vehicle with at least one high iuteusin amber rorarhhg, flashing, orh oscillating light shall be parked 80'-120' in advance of the first work crew. ion: 8. A supplemental fla88er may be regaired in this area to give advance warning of the operation ahead by slowing amxoaching traffic odor to reaching the flagger station or gttetted traffic. dance. 9. If the queue of traffic reaches the BE PREPARED TO STOP (97-4) sign then the signs, and (fused LW paefable Iempor my rumble strips (P7RS)r, should be readjusted at greater distances. 10. R7ten a highwm-rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highwm'-rail grade crossing the temporary traffic control _one should be extended so that the transition area precedes the highway -rail crossing (see Figure ITC-56for additional information on highwyy-rail crossings). adard: 11. At night, Bagger stations shall be illuminated, except in emergencies (see Section 6E.08). ion: 12. Cones may be eliminated 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 where the flaager is Visible to road users approaching from both directions, a single dagger. Positioned to be visible to road users aooroachine from both directions. may be used (see Chapter 6E). adai d:l 14. When approved for use three poi table remporanrumble (PTRS) snips shall be installed acro ss the entire travel lane adjacent to the BE PREPARED TO STOP (11'34) sign. The portable temporary rumble snips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed. the RUMBLE STRIPS AMAD (R'20-N-26) sign shall also be utilized. Posted Speed i 0-35 36-55 h 11 PTRS Spacing Center to Center 5 Feet1 8 Feet 1: Reci;ron 1- 41::01E MAINTENANCE OF TRAFFIC PLAN: / SCALE 1 "=100' _ EXT`•?11Q��Q�E1CSrATE ROUTE VARIABLE WIDTH R/W) 1 (80' & W20-7 SIGN "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 AVOID DISRUPTIONS TO EXISTING CONDITIONS (i.e. STREET SIGNS, PRIVATE MAILBOXES, DRIVEWAYS, etc.). SIGNS SHALL HAVE AN APPROXIMATE SPACING OF 235. -SINGLE LANE CLOSURE ALONG STATE ROUTE 20, SCOTTSVILLE ROAD, REQUIRED FOR MILLING & OVERLAY WHERE THE PROPOSED ROAD CONNECTS INTO EXISTING PAVEMENT Lane Closma on a Iwo -Lane Roadway Laing F►aggers (Figure TTC-23.1) ®RIA 39 Z NOLLVIS 1130OVTd �/ 0 c O 0 + 009 1PORTA6LE TEMPORARY RUMBLE Si SEE NOTE 14 OPTIONAL - 1. Re�:,-iou 1 - 4 1 _N15 _ G20.2 (V) 500 ± 50, - 1 Do' SEE NOTE 4 80'- 120 SHADOW VEHICLE REQUIRED SEE NOTE 4 W - 700' FLAGGER STATION SEE NOTE 2 SEE NOTE 1 1 W20-7 SEE NOTE 1 E AR W3-4 SEE St SEE NOTE 9 NOTE 1 W20.V28 SEE SEE NOTE 14 NOTE 1 ROAD W20-4 _ SEE uD NOTE 1 ROAD WORK W20-1 SIGNS TO BE EVENLY SPACED BETWEEN THE PROPOSED WORK IN \ STATE ROUTE 20 AND MILL CREEK DRIVE. FINAL SIGN LOCATIONS TO BE DETERMINED BY THE CONTRACTOR. CONTRACTOR SHALL \ AVOID DISRUPTIONS TO EXISTING CONDITIONS (i. e. STREET \ SIGNS, PRIVATE MAILBOXES, DRIVEWAYS, etc.). SIGNS SHALL HAVE AN APPROXIMATE SPACING OF 290'. W20-7 SIGN Table 611-2, Taper Length (1) Posted Speed Limit (mph( Width of Offset (Feet) g 10 �� f2 Remarks 2r � 95 105 115 125 - z L- S Wf60 30 135 150 165 180 35 185 2C5 225 245 " 40 240 270 295 320 " 45 405 450 495 540 L=SW 50 450 500 550 600 " 55 495 550 605 660 " 60 540 600 660 720 " 65 585 650 715 780 70 630 1 700 770 840 " Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the posted speed. SW=L is desired for the shifting taper length with 'i being the minimum. Table 611-3, Length of the Longitudinal Buffer Spacer Posted Speed Limit (mph) Distance (Feet) < 20 115 - 120 25 155 - 1651 30 200 - 210 35 250 - 260 40 305 - 3251 45 360 - 380 50 425 - 445 55 500 - 5301 60 570 - 6001 65 645 - 675 70 730 - 760 1: Revision 1- 4/1/2015 "ONE LANE ROAD AHEAD" SIGN (W20-4)1 i "RIGHT SHOULDER CLOSE / AHEAD" SIGN (W21-SbR) "BE PREPARED TO STOP" SIGN (W3-4) GRAPHIC 50 ( IN FEET ) nch = 100 "ALE "ROAD WORKAHEAD" SIGN (W20-1) "END ROAD WORK" SIGN (G20-2) SCOTT/R. C'b•LLINS'Z Lic. No. 035791,1, p 2/16/22OA G�� Z s s � IOnrnr E Z g t Z e et$ - Z LU �� Z J L 00 Ln k c n [ � W L F r LU Z t F F w o0 F i in Q i W L Q c J W L i to c w cc [ N N C) N �+ + y O N L9 Z� L\ M M tJ1 ZL9w F- r, Q p'J J I..L Q U LL 0a I..L LL O ace LL z z X "' Q z 1� LU w o u3 K x a to JOB NO. 202194 SCALE 1"=100' SHEET NO. 25