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HomeMy WebLinkAboutARB202300025 Plan - Other (not approved) 2023-02-23CENERAL NOTES OWNERS: TMPo91oo-oo-oo-oo9oo GALAXIE FARM INVESTMENTS, LLC 455 2ND STREET SE, SUITE 2o1 CHARLOTTESVILLE, VA 22902 TMP ogloo-oo-oo-oi5oo GALAXIE FARM INVESTMENTS, LLC 455 2ND STREET SE, SUITE 201 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 09100-00-00-01500 INSTR.#: 202000018322 INSTR.#: 202200004007 DB.5445, PG.So 8.27ACRES 5.og ACRES ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH ENTRANCE CORRIDOR OVERLAY DISTRICT (EC) AND MANAGED & PRESERVED STEEP SLOPES OVERLAY DISTRICT PRD ZONING WAS APPROVED BY THE BOS ON DECEMBER 4TH, 2019. VARIATION #1 (SE202200221) WAS APPROVED ON JUNE 15, 2022 TOTAL PROJECT AREA: 09100-00-00-00900 - 5.og AC. 09100-00-00-01500 - 8.27 AC. TOTAL = 13.36 AC PROPOSED USE: 65 TOTAL DWELLING UNITS (43 SFD LOTS NOT INCLUDES WITH THIS SITE PLAN) PROPOSED USE WITHIN THIS SITE PLAN: (6) TOWNHOUSE UNITS WI ACCESSORY UNITS (12 UNITS TOTAL) (1o) TOWNHOUSE UNITS NOTE: THE TYPICAL NUMBER OF BEDROOMS IN THE TH UNITS WILL BE (3) BEDROOMS. THE (6) BASEMENT ACCESSORY UNITS WILL BE 1 BEDROOM UNITS & THE UPPER TH UNITS WILL BE 2 BEDROOM UNITS. (10) - 3 BEDROOM UNITS, (6) - 2 BEDROOM UNITS, & (6) 1 BEDROOM UNITS THE SINGLE FAMILY DETACHED UNITS SHALL HAVE (3) OR (4) BEDROOMS. ALLOWABLE DENSITY: 65 UNITS PER APPROVED PRD REZONING & APPLICATION PLAN 65 TOTAL DWELLING UNITS113.36 ACRES = DWELLING UNITS/ACRE PROPOSED DENSITY: 65 DWELLING UNITS113.36 ACRES= 4.42 DWELLING UNITSIACRE OPEN SPACE: REQUIRED: 3.83 ACRES PER APPROVED PRD REZONING & APPLICATION PLAN PROVIDED = 4.31 AC OPEN SPACEA: 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, TOT LOT PLAYGROUND, AND AFIRE PIT. TOTAL RECREATIONAL AREA REQUIRED: zoo SFx65 UNITS= 13,000 SF(o.3o AC) TOTAL RECREATIONAL AREA PROVIDED: 1g,167 SF (0.44 ACRES) BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM -35 FEET PER PRD REZONING APPLICATION PLAN (P) MAX. HEIGHT AT ROOF = 35 FEET (P) MAX. HEIGHTTO EAVE = 29'-8" SETBACKS: FRONT SETBACK: 5'MIN. SIDE SETBACK: 5' MIN. REAR SETBACK: 20' MIN. (EXCEPT FOR UNITS ADJACENT TO VERA RUBIN PLACE WHICH SHALL HAVE A 5' REAR SETBACK) GARAGE SETBACKS: 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 A WATER SUPPLY RESERVOIR WATERSHED AREA) AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: BOUNDARY AND TOPOGRAPHY INFORMATION WAS PROVIDED BY ROGER RAY& ASSOCIATES, INC IN FEBRUARY, 2020. FIELD VERIFIED BY COLLINS ENGINEERING IN OCTOBER OF 2022. DATUM: NAVD 88 EXISTING VEGETATION: PARTIALLY WOODED WITH (2) EXISTING RESIDENTIAL HOUSES. SITE CURRENTLY CLEARED AND UNDER CONSTRUCTION. PRESERVED/MANAGED SLOPES: MANAGED AND PRESERVED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET 2 FOR LOCATIONS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THIS PROJECT. PARKING: TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT AND (1) OFFSTREET SURFACE PARKING SPACE IS PROPOSED FOR EACH ACCESSORY UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. PARKING REQUIRED: 59 RESIDENTIAL UNITS ==8 PARKING SPACES 6 ACCESSORY UNITS = 6 PARKING SPACES 22 ATTACHED UNITS x (1 PARKING SPACE/4 UNITS) = 6 SPACES TOTAL PARKING REQUIRED: 230 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 WITH THE REQUIREMENTS OF SECTION 4.2.3. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LAND AREAS: OPEN SPACE: 187,744 SF 4.31 ACRES (32.3%) LOTS: 265,375 SF 6.og ACRES (48.36%) ROW DEDICATION: 128,464 SF 2.95 ACRES(22.1^6) PROPOSED IMPERVIOUS AREAS: ROADS: 71,750 SF SIDEWALKS: 19,450 SF BUILDINGS, PATIOS/DECKS: 93,i78SF DRIVEWAYS: 28,320 SF TOTAL IMPERVIOUS AREAS: 224,098SF (5.14ACRES) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS PROPERTY. FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co426D DATED FEBRUARY 4, 2005. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED WITH THIS FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40'ALONG THE ROADWAYS. (SEE LANDSCAPING SHEETS 16 & 17). RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH SERVICE: EACH LOT SHALL HAVEAN INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED PROFFERS. TOTAL PROPOSED NUMBER OF AFFORDABLE HOUSES: 10 UNITS SEE LAYOUT SHEETS FOR LOCATION OF AFFORDABLE UNITS, AS SHOWN WITH AN ASTERISK (*) PHASING: THIS PROJECT SHALL BE DEVELOPED IN TWO PHASES. PHASE I INCLUDES LOTS 1-14, AND PHASE 2INCLUDES THE REMAINING LOTS (LOTS is-59). GALAXIE FARM SUBDIVISION FINAL SITE & ARB PLAN � =��F°"W SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA T.M.9a-i3 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B W33-3�3 D.Ba033-3�3 D.B.619-368 PLAT 4 1 4z OT 40 _ LOT 3 i LOT 38 LOT 37 LOT 36 M Ai-E 1 AVINITY ESTATES LLC ' LOT AVINITY ESTATES OPEN SPACE E D.B 2267-750 D B 5124, PG 676 LOT 34 ' LOT 33� GRAPHIC/ SCALE ( I E T ) 1 inc 80 ft. 3z 4 OT 4 \ ILOT4 /\ �LOT 30 \ ' T.M.9i-i6D SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.13.3z57, PG.7-- D.B S50, PLAT 608 T.M.9z-u SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. S258-620 D.B.1979-46 & 47 PLAT OT 5 ' �' \ OT UPIENOT I \ z / / / / / T.M.92-io / COUNTY OFALBEMARLE,VIRGINIA / \ \ D.13.i979-44,46&47PU- OPEN:'- \ \ \ i $PACE6:, \ \ \ / LOT LOT z3 ^� LOT z4 OPEN \ Ue �� / ' ( 'r'9 �/C '19� / r LOTi O SPACE B / LOTz / PROPOSED LOT zB R ECREATION AREA LOT 3 i C 27 PHASE II z6 LOT �4 LOT 9 / , LOTB , , OT 7 PHASE 6 r / OPEN , SPACED LOT /PHASE NE �� \ zz LOT LOT LOT LOT 18I SPOPEN ACE E PROPOSED V A v \ SWM FACILITY �� 1 T.M.9i-i6Az SCOTTSVILLE ROAD HOLDINGS,LLC\ - _ -- C/O KAPPA SIGMA FRATERNITY�''-- D.B.3zS7, PG- PLAT D.B.1o8", 173 PLAT �y SHEET LAYOUT o. , ���J 5� o��E2 R0 SCALE: 1" = 80' STREAM BUFFERS. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE BUILDING SITES: LOTS 1-59 SHALL EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SEC77ON 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PRIVATE STREET.- VERA RUBIN PLACE IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAY AND WILL NOT BE MAINTAINED BY THE DEPARTMENT OF TRANSPORTA77ON OR THE COUNTY OF ALBEMARLE. OFFSITE DISTURBANCE: OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN ON THE ADJACENT AVINITY ESTATES PROPERTY, WHICH IS ALSO OWNED BY 77-IE SAME DEVELOPER. AVAILABLE FIRE FLOW: 1,750 GPM AT MINIMUM 20 PSI ISO CALCULARONS` MAXIMUM REQUIRED FIRE FLOW FOR RESIDENTIAL STRUCTURE IS 1,100 GPM. NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' (MAXIMUM) O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND REZONING DOCUMENTS. 4) THIS PROPERTY IS NOT LOCATED WI7H1N A DAM INUNDATION ZONE. 5) ROADWAYS AND PAVED CIRCULATION AREA = 60,5J4 SF. UILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A517.i-og AND THE 2oi5 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OFTHE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE 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. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOTTO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTYAND VDOLI. CONTACT VDOLI FORTHEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPERICONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BYTHE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. �l 6 J� P STATE 64 INTER PIEDMONT LTJ VIRGINIA COMMUNITY COLLEGE MONTICELLO HIGH LAKE REYNOVIA Q MOUNTAIN VIEW �O ELEMENTARY Q SCHOOL THIS It7 PROJECT MILL CREEK Cr7� SOUTH Q� R P VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS 2 EXISTING CONDITIONS 3 OVERALL LAYOUT PLAN 4 SITE PLAN 5 UTILITY PLAN 6 GRADING & DRAINAGE PLAN 7 NOTES & DETAILS 8 DRAINAGE MAP 9 DRAINAGE COMPUTATIONS to DRAINAGE COMPUTATIONS 11 ROAD & UTILITY PROFILES 12 ROAD & UTILITY PROFILES 13 DRAINAGE & UTILITY PROFILES 14 DRAINAGE PROFILES 15 DRAINAGE PROFILES 16 LANDSCAPING PLAN 17 LANDSCAPING PLAN 18 SITE CROSS -SECTIONS 19 LEGEND TOTAL SHEETS EXISTING FENCE uGE UGE EXISTING UNDERGROUND ELECTRICAL UGT UGT EXISTING UNDERGROUND TELEPHONE R EXISTING OVERHEAD ELECTRICAL EXISTING EASEMENTS W W EXISTING WATERLINE �s EXISTING SANITARY SEWER EXISTING DRAINAGE PIPE EXISTING DRAINAGE STRUCTURE ® EXISTING SANITARY SEWER MANHOLE zoo PROPOSED CONTOUR EDGE OF PROPOSED PAVEMENT EXISTING TREE LINE -r- �- EXISTING GRAVEL INNEENEEMENEI DRAINAGE DIVIDE - - - 209- - - - EXISTING CONTOUR EDGE OF EXISTING PAVEMENT EXISTING CURB EXISTING ASPHALT PAVEMENT EXISTING CONCRETE EXISTING ASPHALT PAVEMENT PROPOSED RIGHT OF WAY Q COUNTY DEFINED PRESERVED STEEP SLOPES F> 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 DRI VEWA Y 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 506.1 Tc s06.2I Ec PROPOSED SPOT ELEVATION TC DENOTES TOP/BACK OF CURB EP DENOTES EDGE OF PAVEMENT 506.71 TW PROPOSED SPOT ELEVATION 506. 21 Bw TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL Lic. No. 035791 � 10/17/22 ZON M 06 Uj V / Q w z> H 0 LL I I..J� U_ U w O L-.t 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 Tax Map Parcel#: 09100-00-00-00900and 09100-00-00-01500 13.362 acres to be rezoned from Residential R-1 ("R-1^) to Planned Residential Development ("PRD') Anna Marie Witmer and David S. Witmer are the fee simple owners of tax map parcel 09100-00- 00-00900 (the "Witmer Property"). Mallie P. Haynes and Jasper L. Haynes the fee simple owners of tax map parcel 09100-00-00-01500 (together with the Witmer Property, the "Property"). Anna Marie Witmer, David S. Witmer, Mallie P. Haynes and Jasper L. Haynes shall hereinafter collectively be referred to as the "Owners." The Property is the subject of the zoning map amendment application #ZMA-2018- known as "Galsixe." The Applicant for Galaxie is Blackbird of Charlottesville, LLC, a Virginia limited liability company. The Galaxie community is herein referred to as the "Project." Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as pan of the rezoning and it is agreed that the conditions are reasonable. 1. Affordable Housing. The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent (15%) of the total residential dwelling units within the Project that is in excess of the number of units that are allowed by -right (the "15% Affordable Housing Requirement"). Prior to the approval of ZMA 2018-_ . the property had a by -right development yield of 15 dwelling units. If there are more than 15 dwelling units within the Project such that the 15% Affordable Housing Requirement is applicable, the Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to, for - sale units, rental units, and accessory units. A. For -Sale Affordable Dwelling Units. The Owner may meet the 15% affordable housing objective by constructing the Affordable Dwelling Units. For purposes of this Proffer 1(A), "Affordable Dwelling Unit" shall mean any unit affordable to households with incomes less than eighty percent (80%) of the area median income (as determined from time to time by the Albemarle County Office of Housing) such that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty percent (30%) of the gross household income; provided, however; that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VEDA) PROFFER STATEMENT GALAXIE Date: September 17, 2018 ZMA#: 2018- Galaxie Rezoning Tax Map Parcel#: 09100-00-00-00900 and 09100-00-00-01500 13.362 acres to be rezoned from Residential R-1 ("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. Winner, Ma llie allte P. Haynes and Jasper L. Y Ha nes shall hereinafter Y P collectively be referred to as the "Owners." The Property is the subject of the zoning map amendment application #ZMA-2018- kno wn as "Galaixe." The Applicant for Galaxie is Blackbird of Charlottesville, LLC, a Virginia limited liability company. The Galaxie community is herein referred to as the "Project." Pursuant to Section 33.3 of the Albemarle Cou nty my Zoning Ordinance, Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as par of the rezoning and it is agreed that the conditions are reasonable. 1. Affordable Housing. The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent (15%) of the total residential dwelling units within the Project that is in excess of the number of units that are allowed by -right the 15/Affordable Housing Requirement"). . Prior to the approval of ZMA 2018- , the property had a by -right development yield of 15 dwelling units. If there are more than 15 dwelling units within the Project such that the 15% Affordable Housing Requirement is applicable, the Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to, for - sale units, rental units, and accessory units. A. For -Sale Affordable Dwelling Units. The Owner may meet the 15% affordable housing objective by constructing the Affordable Dwelling Units. For purposes of this Proffer I A "Affordable Dwelling Unit" shall mean an unit affordable t ( ), o households with B Y incomes less thaneighty r ghty percent (80 /o) of the area median income (as determined from time to time by the Albemarle County Office of Housing) such that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty percent (30%) of the gross household income; provided, however; that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VEDA) maximum sales Price/loan limit for first-time homebuyer programs at the beginning of the 180-day period referenced in Proffer IWM hereof (the "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 owners) 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 (31%). For purposes of this Proffer I B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Dwelling Units may not exceed the maximum rents established in this paragraph 1 B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Dwelling Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Dwelling Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph IB. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Dwelling Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph IB. At least thirty (30) days prior to the conveyance of an interest in an For -Rent Afford y y y able Dwelling Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 1 B have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease tom for each h F r- o 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 Y construction easement nt and maintenance agreement approved b the County, the Owner shall construct th e Galaxie Farm Lane Connection, PP Ychon as ty, conceptually depicted with improvements and landscaping shown on the Application Plan prepared by Shimp Engineering, dated September 17, 2018 ("Galaxie Farm Lane Connection'). The portion of Galaxie Farm Lane Connection labeled as "Road A, Phase I" on Sheet 5 of 9 the Application Plan shall be bonded prior to creation of any lots. The second portion of Galaxie Farm Lane Connection, labeled as "Road A, Phase 2" on Sheet 5 of 9 of the Application, shall be bonded prior to the creation of the fiftieth (50t") lots. In any event, Owner shall have completed the Galaxie Farm Lane Connection prior to the completion ninetieth n of 90 certificate of occupancy. P( ) P Y Until such time as the County o submit i the Galaxie Farm Lane Conne ctio n for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Galaxie Farm Lane Connection. The Owner submit shall sub 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"/o). For purposes of this Proffer 1B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Dwelling Units may not exceed the maximum rents established in this paragraph 1 B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rem Affordable Dwelling Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term'). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Dwelling Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 1B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Dwelling Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 1B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Dwelling Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph IB have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Dwelling Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. 2. Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOi 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 (500) lots. In any event, Owner shall have completed the Galaxie Farm Lane Connection prior to the completion of ninetieth (901°) certificate of occupancy. Until such time as the County determines to submit the Galaxie Farm Lane Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Galaxie Fans Lane Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for roadway improvements. The Owner's improvements shall be dedicated at such time as 3 WITNESS the following duly authorized signature: Owners: By: Anna Marie Witmer By: David S. Witmer By: Mallie P. Haynes By: Jasper L. Haynes 5 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 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 Gallffney Enterprises 912 East High St, Sulte 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 two (5) fool 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 vote of 6:0 for the cur n pp ed y a b and gutter exception request for Road E as requested by the applicant. The commission recommended approval b a vote of 6:0 for pp y o the requested special exception for the front setback modification for the ameni"riented 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 u should have an questions r comments regarding you y q es o c mment ga ding the above noted action, please do not hesitate to contact me at (434)296-5832. Tny,Nedos Principal Planner Planning Division cc: David &Anna Marie Witmer 444 Rockwood Or Charlottesville VA 22903 JUNE 15, 2022 BOARD OF SUPERVISORS APPROVAL LETTER FOR SE202200221 WITNESS the following duly authorized signature: Owners: By: Anna Marie Witmer By: David S. Witmer By: Mallie P. Haynes By: _ Jasper L. Haynes 5 Rebeca Ragsdale County of Albemarle naasdale@albemade ora lT Community Development Department - Planning Telephone: (434) 296-5832 ext.3226 �r8G1YmmP� June 27, 2022 Scott Collins Collins Engineering 200 Garrett Street, Suite K Charlottesville VA 22902 scottlacollins-enaineerine.com RE: SE2022000221 Gxlaxte Farm - Variations to Code of Development (ZMA201800012) Action Letter Dear Mr. Collins, On June 15, 2022, the Board of Supervisors took action on your Special Exception on Tax Map Parcel 09100-00-00-00900 In time Scottsville District, The Special Exception was approved by the Board's adoption of the attached Resolution. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with the approved SPECIAL EXCEPTION; • approval of and compliance with a SITE PLAN Should you have questions regarding the above -noted action lease contact me Y q B B ,P Sincerely, Rebecca Ragsdale Planning Manager Planning Division CC: Galaxle Farm Investments LLC 600 East Water Street, Suite H Charlottesville VA 2.2902 W W W.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579 RESOLUTION TO APPROVE SE 2022-00021 GALAXIE FARM VARIATIONS TO CODE OF DEVELOPMENT R C LOPMENT (ZMA201 00012) WHEREAS n consideration t onof the Memor ndum prepared in conjunction with the SE 2022- 002 Pa p p J 0 t Galaxie Farm —Three Variations to Code of Development application and the attachments thereto, including staffs supporting analysis, any comments received-, and all of the factors relevant to the variations in Albemarle County Code §§ 18-8.5.5.3 and 18-33.9, the Albemarle County Board of Supervisors hereby finds that the proposed variations: (1) would be consistent with the goals and objectives of the Comprehensive Plan, (2) would not increase the approved development density or intensity of development, (3) would not adversely affect the timing and phasing of development of any other development in the Zoning district, (4) would not require a special use permit, and (5) would be in general accord with the purpose and intent of the approved application. NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervisors hereby approves Variations #143 to the Galaxie Farm Code of Development, on the condition that development be in general accord with the "Galaxie Fann Road Plan," prepared by Collins Engineering, dated March 8, 2022. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on June 15, 2022. Aye Nav Mr. Andrews y Mr. Gallaway y Ms. LaPisto-Kinley Y Ms. Mallek Y _ Ms. McKee) X _ Ms. Price y ly_,01�Z al'Lt A Ii. Clerk, Board of County Superv' s Si CL?LLINSZ Lic. No. 035791,E A 10/17/22�� 0 Z W Z 0 Z w Ul Z J J 0 U z 0— W 06 LU V / , ^ J 0� W LL ~z LL LL O l< LL LU H_1 X l< J l< ( V H LIJ w w a in JOB NO. 202194 SCALE N/A SHEET NO. 1A NOTES: 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO426D ADOPTED FEBRUARY 4, 2005. v // / I I II I I / // I I i I I / TH 0�,�� 2. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY ROGER / / J / / / / / �SCOTT R. LLINSZ / W. RAY & ASSOCIATES, INC IN FEBRUARY 2020. U Lie. No. 035791,E TOPOGRAPHY HAS BEEN FIELD VERIFIED IN FEBRUARY 2021. / / / / / / / 1.0 10/17/22 �4 3. PRESERVED AND MANAGED STEEP SLOPES ARE LOCATED ON I / / / / °�� 1 /sS70NAL EIyG THE PROPERTY AS SHOWN. NO PRESERVED STEEP SLOPES ARE IMPACTED WITH THE PROPOSED DEVELOPMENT. I / / / / MANAGED SLOPES SHALL BE IMPACTED IN ACCORDANCE / / / TMP: o ioo-o0-00-oi00o \ 9 / TMP: o9ioo-oo-0o-oo8Bo WITH ALBEMARLE COUNTY REQUIREMENTS AND REGULATIONS. I \ OWNER: COUNTY OF ALBEMARLE \ OWNER: COUNTY OF ALBEMARLE / 4. 100' WPO STREAM BUFFER IS SHOWN. I / \ SCHOOLBOARD / ACREAGE: 8.34 AC \ ACREAGE: 8.33 AC ZONING: Ri RESIDENTIAL 5. EXISTING WELLS SHALL BE ABANDONED PERMANENTLY IN / / ZONING: Ri RESIDENTIAL / D.B./PG.: 1979/044 ACCORDANCE WITH THE VIRGINIA HEALTH DEPARTMENT / D.B./PG.: 19791044 \ GUIDELINES AND REQUIREMENTS, AND IN ACCORDANCE WITH 12VAC5-630-450. EXISTING STREA EXISTING POLE AND OVERHEAD / w XISTING TREELINE POWER LINES TO BE REMOVED / / / / / / p I- / / / .w J EXISTING COUNTY / / / / / / V/ � z EXISTING GRAVEL I J / PRESERVED / / I / / / / Lu L ROAD TO REMAIN STEEP SLOPES / / / � / � / / / / / / I / \ / / \ / / / 0 / > m wLn /.,E /EXISTING WPo ' / N76'260.43 42 \ /\ z 5a / STREAM BUFFER / EXISTING BUILDINGS TO BE REMOVED / / pg.s�/ PROPERTY LINE vvvw¢ nvmno, vnirwwon \ TMP: o9ioo-oo-oo-oii00 CON ? a \ ZONING E. Ri RESIDENTIAL \) / / / / OWNER: COUNTY OF ALBEMARLE I I \ /1-CASs G \ ` WB/PG.: \I i76h3i / / / / ACREAGE: i5.8o AC BOARD / / / /D.B./PG.: 5z58E62oENTIAL \ / EXISTING POLE AND OVERHEAD/ ESER D EEP LOPES POWER LINES TO BE REMOVED EXISTING 15CULVERT cv 1 / ' / `- / / / TO BE EXTENDED io > I _ EXISTING PROPANE TANK \ EXISTING SANITARY SEWER \ \ \ \ \ \ \ \ \ \ TO BE REMOVED` / / LL/ / / TO REMAIN cz- EXISTING CULVERT'. \ / / sp I TO BE REMOVED / \ \ � / / EXISTING GALAXIE FARM / 5 9(2 z) — / ( / / / J/ �/ /LANE ROW 20'ROW oTO B EVACATED Lu � 9• s� > >•. / I I \ LIMITS OF PAVEMENT DEM , / � � EXISTING PAVED DRIVEWAY / /` / yob \ A 2 PLAT ROPERTY LINE I yoV TO BE REMOVED / / / D.B.z�i z61 PLAT I I I \ NGPA ED DRIVEWAY, s� / / /D.B-1 89_ o Sap o �� O BE REMOVED D B n . IS 4'3B�W �' \ 76°33'43"W / / / 9 357 a. / D B 61g 366 368 PLAT ?Y �� / Al ��G - 19 25 43' TIES/ EXISTING BOUNDARY �N61 os' .W — / 9 3 / \ /,i XIEFARMLAN�1— TO BE VACATED 17 r,:, / / l / / M TMP: o ioo oo OFAL oo \ GALA J / / N / OWNER: COUNTY OF ALBEMARLE —�� A i � �0.3 1S SCHOOL BOARD / i i L G 'sue. 2 2 2 02 , IF ns.ts' N - J ACREAGE: i 6AC l / / ) 8, / IZONING: Ri RESIDENTIAL \ �_ 4T5 S 126.9 / �� � / g•�Sa � -+1" �gg0:b3 2 , Pp M LL D.B./PG.: 2o961737 / oe 35 l - I �� / ems. " s .r —�; / � (/ 00 / / / EXISTING TREELINE \—moo I OZ vv6 PORTION OF EXISTING GUARDRAIL\ /I F/ C/ / TO BE REMOVED J EXISTING BOUNDARY s�3 3 651,�C E / qJ� TO BE REMOVED N z / EXISTING FENCE / / / J TO BE VACATED y o •, � \_ \ TO REMAIN � � 'e i'g1nz40 \5ry° \\/ /COUNTY DEFINED ( \/ / ANAGED STEEP —s, EXISTING TREELINE EXISTING FENCE I ^ a I N ,,�( TO BE REMOVED / / / / / /\ / / / / TO BE REMOVED SLOPES, TYP. (E) zo' PERMENT ACSA O h' a^� �11 W I TING FENCE �O 1 U� EXIS EXISTING BUILDINGS � I I I SANITARY SEWER EASEMENT / TO BE REMOVED X _ / / / // / / / / / / EXISTING TO BE REMOVED (D.B. 3179, PG. go, 95) PLAT \ Y/ w Z EXISTING TREELINEi / // �/ / i / DRAINAGE DITCH � / — i / �� \ \ o / O TO BE REMOVED / ,/ / / / / l \ _ I ) � — EXISTING COW 1 � � ( � � 1 / BRANCH STREAM / I /1 /EXISTING BUILDINGS / _ _ _ \ / I I EXISTING GRAVEL DRIVEWAY J ( w Q TO BE REMOVED / [� TO BE REMOVED � O TMP: o iAo-oo-oo-000Bo OWNER: AVON PROPERTIES, LLC / / / / / / EXISTING FENCE ACREAGE: o.83AC (J _ EXISTING NG 30' /\/ / / z TO REMAIN �� X /j `EXISTING WPO ZONING: PRD- RESIDENTIAL UTILITY EASEMENT / EXISTING I z �,In''� / / \ D.B./PG.: 4894/228 / / \�/ 9 Q V / / / 4Bp STREAM BUFFER O�Z' TMP: o ioo-oo-oo-oi800 _asz- „ OWNER: WOOD, WENDELL W \ 7 5 .5 915. / / ACREAGE: i .z AC U Z U -`- \ lb" /� ZONING RURAL 48 / / \ 5 (1 -` 1 - / �T D.B./PG.: 1727/674 ' EXISTING SANITARY- EXISTING UNDERGROUND w 84' _ SEWER TELEPHONE LINE ul TMP: o9iAi o0 oo 000Eo �_ / \� \ \ OWNER: AVINITY ESTATES, LLC \, '----- TMP: Po o9ioo-oo-oo-m6Do EXISTING�� \ w 9\/ \ ' I I W -� - —G ACREAGE: 1.14AC o -� s.�— -- OWNER: SCOTTSVILLE ROAD WATERLINE _ \ EXISTING 30 / ZONING: PRO RESIDENTIAL HOLDINGS, LLC I UTILITY EASEMENT BENCHMARK 1 / �� NOTE: THE STREAM BUFFER SHOWN HEREON GC 5124/676 — C . I /ACREAGE: z.22 AC \ I / TOP OF SEWER ) SHALL BE MANAGED IN ACCORDANCE WITH \~/ ��� ZONING: RiRESIDENTIAL _ ' MANHOLE / \ \ \ /\ TMP: o9ioo-oo-oo-oi6Ai .B./PG.: 3z57/702 \ 3 I 1 OWNER: ALBEMARLE CARTER ELEV: a / THE ALBEMARLE COUNTY WATER PROTECTION 473345, v) I I ZONING: MOUNTAINS Ri ESIDENTIALNAGEMENTCO 1) J/ / / \ ORDINANC \ D.B./PG.: 3480/068 (E) zo' PERMANENT ACSA SANITARY SEWER EASEMENT °\\ (D.B. 2940, PG. 530) PLAT \J ^s I P \ � \ , \� W �� / / // \ / GRAPHIC ALE // 0 30 60 120 \ ICI ( IN FEET ) 1 inch = 60 ft. CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH Cl S75°40'51"W 149.57' 5689.58 149.57' C2 S76°48'59"W 25.09' 5689.58 25.09 C3 S73°32'54"W 17:19S' 1472.4 174.05' 240 d W JOB NO. 202194 SCALE 1" = 60' SHEET NO. 2 0 z w z z CD z w N z J J O U 0 0 U C 3 a x N s 0 0 P C Y O m C 0 U 2 0 0 U a c 0 0 C 0 U J 0 O U O E 0 C J a REZONING PLAN REZONING PLAN PROPOSED PROPOSED PROPOSED PROPOSED REZONING PLAN REZONING PLAN BLOCK ID MAX. ALLOWABLE PROPOSED DEVELOPMENT DEVELOPMENT DEVELOPMENT DEVELOPMENT ACREAGE PROPOSED USE UNITS UNITS ACREAGE (max.) USE MAX. ALLOWABLE UNITS PLANNED UNITS RESIDENTIAL RESIDENTIAL 1 2.2AC 12 12 2.20AC 14 14 (SFD & SFA) (SFD) RESIDENTIAL RESIDENTIAL 2 0.95AC 8 8 0.86AC 7 7 (SFD, SFA, TH) (SFD, SFA, TH) RESIDENTIAL RESIDENTIAL 3 0.76AC 10 10 0.80AC 9 9 (SFD, SFA, TH) (SFA,TH) RESIDENTIAL RESIDENTIAL 4 1.65AC 11 11 1.SOAC 10 10 (SFD & SFA) (SFD) RESIDENTIAL RESIDENTIAL 5 1.43AC 11 11 1.33AC 10 10 (SFD & SFA) (SFD) RESIDENTIAL RESIDENTIAL 6 0.81AC 13 13 0.82AC 15 15 (SFD, SFA, TH) (SFA, TH) 7 3.37AC OPEN SPACE N/A 3.66AC OPEN SPACE N/A N/A 8 0.46AC OPEN SPACE N/A 0.46AC OPEN SPACE N/A N/A TOTAL 65 65 65 65 T.M.g1-126 FRAZIER, BEN & MAF D.B.521, PG. K T.M.g1-12A THOMAS, DANNY B SR WB.176, PG.131 D.B.1049, PG. o86 PLAT 1-1 9 3 �YY SCHOOL BOARD OF ARLE COUNTY, VIRGINIA D.B.1033-313 D.B.1033-313 D.B.61g-368 PLAT NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. 1Q REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. SEE SHEET 3 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. 8. CURB RADII SHOWN, REPRESENTED WITH AN W, DIMENSION THE FACE OF CURB. 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOU FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 12. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 13. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEET 1A. 14. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. 15. ONSTREET PARKING IS ONLY PERMITTED WHERE SHOWN AND LABELED ON THE SITE PLAN. 'NO PARKING' SIGNS SHALL BE INSTALELD IN THE REMAINING ARES. 16. VDOT WILL NOT MAINTAIN SIGHT DISTANCE FOR PRIVATE STREETS OR ENTRANCE. VDOT NOTES: 1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS PORTION OF THE DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. THERE IS ALREADY A MOT PLAN APPROVED FOR THE IMPROVEMENTS ASSOCIATED WITH ROUTE 20. 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED FOR THE SITE PLAN PORTION OF THIS PROJECT, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL REZONING PLAN REZONING PLAN PROPOSED PROPOSED PROPOSED PROPOSED REZONING PLAN REZONING PLAN BLOCKID MAX. ALLOWABLE PROPOSED DEVELOPMENT DEVELOPMENT DEVELOPMENT DEVELOPMENT ACREAGE PROPOSED USE UNITS UNITS ACREAGE(maz.) USE MAX. ALLOWABLE UNITS PLANNEDUNITS RESIDENTIAL RESIDENTIAL 1 2.2 AC 12 12 2.20 AC 14 14 (SFD &SFA) (SFD) RESIDENTIAL RESIDENTIAL 2 0.95 AC 8 8 0.86AC 7 7 SFD SFA TH SFD SFA TH RESIDENTIAL RESIDENTIAL 3 0.76AC - - O.80AC 9 9 (SFD, SFA, TH) (SFA, TH) RESIDENTIAL RESIDENTIAL 4 1.65 AC 11 11 1.SOAC 30 30 (SFD &SFA) (SFD) RESIDENTIAL RESIDENTIAL 5 1.43 AC 11 11 1.33 AC 30 30 (SFD &SFA) (SFD) RESIDENTIAL RESIDENTIAL 6 0.81 AC 13 13 0.82AC 15 15 (SFD, SFA, TH) (SFA, TH) 7 3.37 AC OPEN SPACE N/A 3.66AC OPEN SPACE N/A N/A 8 0.46AC OPEN SPACE N/A 0.46AC OPEN SPACE N/A N/A TOTAL 65 65 65 65 B?gs y BLOCK/P ASE CHART - APPROVED WITH VARIATION #1 ON JUNE 15, 2022 (SE202200221) 11 � \ I N1 SANE 70. 42 F pX1E FAR - - GAL -- OPEN l \------- -- - ------------- -- - SPACE A - -- 560.33 52 E (0.14 AC) o^ LOT41 LOTyz iII \ 117.14'-5-47T45"E�26{J5----- - --- BLOCK 3 LOT --- - - - - I IBLOCK41 --� - - I -- - -� - W III III III a LOT LOT LOT y6 LOT 47 LOT 48 LOT yg LOT 50 LOT 51 LOT 52 LOT 53 I iv 44 45 I a a � I I I I I I Z I -- - - - -- - I F F a I I I LOT NUMBER LOT AREA sf BUILDABLE AREA sf LOT NUMBER LOT AREA s BUILDABLE AREA sf 1 6,216 3,529 31 5,236 3,179 2 6,754 3,967 32 5,229 3,173 3 6,074 3,084 33 5,221 3,167 4 4,903 2,996 34 5,164 3,122 5 5,762 3,396 35 5,034 3,014 6 6,604 3,828 36 4,991 2,981 7 7,282 4,281 37 4,983 2,975 8 5,040 2,885 38 5,065 3,050 9 5,469 3,377 39 4,385 2,456 10 5,167 3,119 40 5,925 3,583 11 5,225 3,176 41 8,688 5,737 12 1 4,976 2,888 42 5,767 3,391 13 5,353 3,262 43 6,313 3,876 14 7,482 5,065 44 5,973 3,759 15 5,831 3,557 45 5,685 3,532 16 6,883 4,301 46 5,411 3,313 17 6,031 3,560 47 5,206 3,148 18 2,661 1,595 48 5,094 3,056 19 1,994 1,443 49 5,079 3,047 20 1 2,006 1,455 50 5,088 3,056 21 2,742 1,656 51 5,097 3,065 22 2,997 1,880 52 5,121 3,079 23 2,201 1,669 53 5,273 3,319 24 2,066 1,521 54 2,009 1,102 25 1,970 1,427 55 1,500 1,000 26 1,923 1,374 56 1,500 1,000 27 2,455 1,439 57 1,500 1,000 28 5,089 3,062 58 1,500 1,000 29 5,237 3,182 59 2,024 1,100 30 5,243 3,185 T.M.gi-ii SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979 4 6 & 47 PLAT N76'25'14"E PROPOSED & WOODEN PRIVACY FENCE COLOR: NATURAL STAIN PROPOSED METAL SECURITY FENCE COLOR: BLACK T.M.g1-10 COUNTY OF ALBEMARLE,VIRGINIA D. B.1g7g-44,46 & 47 PLAT CONSTRUCTION FIRE PREVENTION NOTES: 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN iao FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAYBE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. PROPOSED T.M.g1-8B -LOT LINE COUNTY OF ALBEMARLE,VIRGINIA R (TYP.) D.B.1979-44,46 & 47 PLAT 5A - �B C K�\ •42 AO r - - /� ^ PROPOSED 5665$ �� ) / / \ BUILDABLE LOT7 AREA (TYP.) \ `` LOT 8 LOT LOTSVA V A LOT:Lo OPEN LOT i1 SPACE C \\ _ PHASE I LOT \ \ 1 12 7. I t 12+00 r MARIE CURIE COURT \ / `I \ PROPOSED PUBLIC ROAD L �� 12 � I I R 'PULIC B ) � IW \ ok0° _- - OPEN ACD�:. :...BLOCK 4 • CK1 13.83' aD' I I LOT 13 I \ � / � � \ \ 1 III \ \ .,;•• : ,� , j111 ; N \ I \ I I s � I I 4 G \\ \ \ I. - \ LOT, LOT 11 1\ LOT y I� I I LOT1y�ptm LANE :a\ \ 1 �_ � • PHASE 1 LINE LOT OPEN - D © 54 SPACE B LOT -0 ( Y (0 44 AC) • „. I / 1531 / �,• •p,�-r LOT ® / / 55 r, r .Q E ® LOT s6 m / / \ \ \ \ \ / SPREE £. :•` D I � 16 •L'•OC1�.7: •'•.'.' s / / l '•4 ;ice:.;,;;' ••• :; :•.::': •, :'•,'. \ LOT / OCK 2 ti LOT \ \ J �. • ^� �O. a• / ../ 7 0, 1 O o Oy e i J •w LOT O Q PROPOSED-Pli6NE-READ- t C2 - 18 �HASE-H� '� / •• W Q' 4 a �\ - --- -- ---- - �` LOT / Q•;:' � /`O ,4i \ LOT i . III III LOT 8 LOT LOT 6 LOT 35 LOT 34 LOT 33 LOT 32 iII LOT 33. LOT 3o 9 LOT z8 LOT LOT LOT LOT LOT LOT �.;• '•. / Pedra9E6 ''• ' •, / LOT o 3 I 37 I 3 I I I I I I LOT 2 I z z6 z5 24 23 22 $WM FACILDY -- - :• / � 4 I LOT 39 I ,r I ` 7 I ; • � 1 �I �I I I� I I t �I I � I 1 •t. a. BL�K 5: s8.s8' BLOCK 6 / 915.67' )v / T N 6'45" 974.25 / T.M.g1A-B T.M.g1A1-E T39 0 OPEN SPACE,PHASE IV,AVINITY AVINITY ESTATES LLC 0'5 AVON PROPERTIES LLC AVINITY ESTATES OPEN SPACE E - D.B.2267-750 D.B.2267-750 T.M.g1-16D �� ���. 57 09'4271J D.B.48g4-228 PLAT D.B.5124, PG.676 SC /O KAPPA LLE ROAD FRATERNITYHOLDINGS,L2 4' / C/O KAPPA SIGMA FRATERNITY o ' / D.B.3257, PG.702 / I y D. B. 55o, PLAT 6o8 \ GRAPHIC SC ( IN I FEET ) 1 inch 1= 50 ft T.M.91-16A1 SCOTTSVILLE ROAD HOLDINGS,LLC C/O KAPPA SIGMA FRATERNITY D.B.3257, PG.702 D.B.1o8o,173 PLAT 25.43' T.M.gi-18 WOOD, WENDELL W DB.1727, PG. 674 SCOTT7R. CTIILLINS'Z ti Lie. No. 035791,E P 10/17/22�4 \L&InXTAI F�G� > z W ce Lu Z� z, M 01 / N w O I11 N Za L9W E-I O z a U W z 0- 06 z Lu a J Q 0 IZ-I J LL J I Q W L_L 0 LL w a JOB NO. 202194 SCALE 1" = 50' SHEET NO. 3 T.M.91-8B p T.M.91-10 �'+i, COUNTY OF ALBEMARLE,V GI11A _22—I COUNTY OF ALBEMARLE,VIRGINIA / �/' /�'�\ D.B.1979-44,46 & 47 PL T —` D.B.1979-44,46 & 47 PLAT PROPOSED VAR. WIDTH \ s'xio' 8'xao' N RETAINING WALL MAINTENANCE ADDITIONAL NOTES: osa< DECK DECK I PROPOSED RETAINING WALL EASEMENT (D.B. PG. _) INING`I') P / ' ' './ I—� \ �i' �+ ' +, ' PROPOSED LOT LINE (TYP.) A THE 2o' PROPOSED LANDSCAPE BUFFER SHALL BE LOCATED 20VERa 20VERa SEE DESIGN ON SHEET ' /., '(P / / ' ' RE / / OVPI \ (=;L \sg. + + + WITHIN AN EASEMENT ON THE INDIVIDUAL LOTS. THIS BUFFER 20VERa s' SIDE SETBACK EO / / .(BpCK/ i I I I I - - \ \+ + IS FOR THE DOUBLE FRONTAGE LOTS 1-4 ALONG MARIE CURIE 5' SIDE SETBAc / 51' PROP '.2o RE�AS��/ \ I / / / ' COURT AND GALAXIE FARM LANE. / I / / BOTH UNITS LOCATED ON LOTS 2 26 SHALL BE AFFORDABLE PROPOSED PUBLIC RIGHT-OF-WAY ' \ \ I LOT - /� /i / / �\ \ I I I DWELLING UNITS MEETING THE AFFORDABILITY \ TO EXTENDTOC THEPROPERTY OTMPFOR Z �� / \ PROPOSED BUILDABLE AREA (TYPJ REQUIREMENTS AS STATED IN THE APPROVED PROFFERS. IN PRIMARY 5 � /! \ PROPOSED LOT LINE (TYP.) I 7 � Jary / \/ , COUNTY DEFINED INTER -PARCEL CONNECTION TO TMPg1-2o �� / i \ \ coI n / \ \ ENTRANCE PRIMARY PRIMARY / i / / I I / PRESERVED STEEP ADDITION, THE BOTTOM UNITS ON LOTS 22&27 SHALL ALSO ENTRANCE - \ - �" I / \ p \ I 0- ++ SLOPES (TYP.) BE AFFORDABLE DWELLING UNITS MEETING THE ENTRANCE LOT \I I I I I // // / / \ + '+ + AFFORDABILITY REQUIREMENTS. THERE SHALL BE (10) / 54 / /' / \ \ /'/ /\ $ / / LOT \ AFFORDABLE UNITS TOTAL. 6---------- 'IT' J / / 6 \ + / © THE SIX (6) PARKING SPACES ADJACENT TO LOTS 22-27 ARE \ Cz) caa H , DRIVEWAY z) CAR / ^ o - / RESERVED FOR THE ACCESSORY LOWER LEVEL UFOR LOTS 22-27. ONE (1) PARKING SPACE IS ASSIGNED TO EACH L URtvEwav J PROPOSED VDOTSTD. /\ _ - / / \ / UNIT. THE UPPER LEVEL UNIT EACH HAVE TWO (2) SURFACE 'NO PARKING' SIGN (R7-1) \ / \G\ - / y4' 39 - / \ / / \ �+ ' ++ ' '+ ' ', +i+, ' '++++ cn �/ / + PARKING SPACES IN THE DRIVEWAY. PROPOSED SIGN STATING STUB -OUT ISA \ �/ w\ LOT'+i,+' + >' i >+ + 6. f• ts— - SITE FOR A FUTURE ROADWAY CONNECTION -'�- +OPEN\u 3e•v: \ / / / v LOT TYPICAL 2 OVER 1 UNIT / SPAQE e>+ O \ \ ^ / / \ N.T.S. \ 10 \PROPOSERS'. PROPERTY LINE x ' W +' Lao4Ah '+ 'R \ \ \ PROPOSED VDOT STD CONCRETE SIDEWALK./ 5' / 9 R LOT INNC. \ NO PARKING' SIGN R 1 PROPOSED VDOT STD. / i \ \ \ (7-) CG-gD ENTRANCE (TYP.) / LOT 11 C S PROPOSED VDOT STD. ,/ / \ 1 > , ♦ , , ' , 'NO PARKING' SIGN (R7 FRONT )- - \ \ 5 \ �' > ' + SETBACK l PROPOSED PUBLIC RIGHT OF WAY(TYP.)+'ii� + ' ♦ ' , ' , ' , ' , > ' ' ' / 0 r1I i l 12 + i+,i All 12+00 — \ I I I \°ARIECURIE000TLOT y 12 2oEPROPOSED PUBLIC ROAD ,' I' I •e x0_ O. T (49'PUBLIC R/W) i / i , 'i p0' ' i+ '+i 'ii ' +, ' +,i ', i' i,+ ', 'if i''�OW>BRANCH'STRE'AM++ \ A m PROPOSED VDOT STD.. 'i + , ' ♦+\i , i i + II I O m (1 CG-6 CURB (TYP.) i + + i , , + i, + + ' i + ' , ' +, /, ♦ + '(�++ i ++i' +> 'i++i' , ' i+i' + , ' + ' ' , Z :, PROPOSED VDOT STD.. l PROPOSED VDOT STD. - 62 _ _ -1 'NO PARKING SIGN (R7-1) +OPEW. + ' >'�+ ' + ' + ' ' ' +, ' +, + ' • ' , ' , ' , , ' , ' �, ' + ' ' �+ ' ' ' ' ' , ` ' _ 00 STOP SIGN(R1-1). / +i' ,i' , ' i + i + . 'i , , , , , + + , ♦ ' , , , , ' � Q .. �+ +i + ,+ , _` ,i'+ ,♦' ,i C PLANTING STRIP (TYP) ' + + + + 'j , �, , , - ♦ ' , ' , , PROPOSED . ... SPP«C�+D , , , ' + I I A 830 STREET 5IGN 64 I IA v + (+ �5'AG) , •i ' , + f , , ' , ' , , , , + , ♦ ' , , , ' LOT �I \\�>, V I �3 >• ��\ \ I� II I I 54/i i♦'i ,' , , , , + , + ,' ,' ,' ,'+ '+ ,'+, +� , + f' , ,+ i. ,'i,' + i+' ' + , + + + , , ;;A +,+' dry. .. CG-9 . 25 MAX. SETBACK W. O _ \ \ I / i .i-. , , + + PROPOSED VDOT STD. 0 A \ N( 7-) \ \ I I __ - '1 I\ �'+ ,i+. ,i'i+ i'i+ 'I 'if ', i+ ++,+ f 'i ' i + + �i + ,+ + ' + '+ ,♦ ,i , CG-6 CURB cc- I -_- - - r NO PARKING' SIGN R 1 - I I I� I + , /, ' , ' , ' , , , + + + ' , + ' , , ' , ''. + ' , ' • '�`r'' ,+ ' , ' ,+'• , , + ' �P�J /'. PROTECT I I _ \ I I II \ � PROPOSED VDOT STD. \ I I _ CG-6 CURB (TYP.) \ �O �� \ \ LOT I I I _ J� O \ \ 2 l ' ,+' , ' , ' , ' i TYPICAL TOWNHOUSE UNIT _ �GbT'L. I I' \ \� + + � + i + , + i ♦ � � i PROPOSED ROADWAY 1 _ < \ \ LOT \\ v' �, BOUNDARY L= = = 110' C` <� C' \ \ I I I I ' , Q' , + + ' (P)VDOT STYD. + ++ �♦ +,+' �, \ i, i, , + s +++' i,i' i,' i r OG 1 LOT 'r I ` II \ "'i' ++ ' +,+' ,+' i '/ MGSGUARDRAIL PROPOSED �� `n I I II. \iI LOT I \ g7 �+ + + , i i i'+ i i ♦ , + i i , 'i , PROPOSED PRIMITIVE 5' F ONT SETBA _ _ S \ \ \\ \I J I I + , , , , , + I< CONCRETE SIDEWALK Zt \ \ \ \ 1 - I I I 3 I \ I !+ I + (J + + + , (' _ SYSTEM ,,+ + + 'TRAIL, SEE DETAILS EE 10 i' 16 5' SIDE SETBACK i i + i + f + + f + , ♦ , , , , ' + + - LOT \ \ \ / \ I I I I / Q�Q + + iPROPOSED RETAINING WALL '+i ' +, ' 'i , 'i+, 'i',++ '++' + 'i 'i !.�"`Y:� i+ ', MGS GUARDRAIL r \ / \ VAR. WIDTH SIGHT I I , ' , , , , ' + + + + i-(P)VDOT STD. +� s' SIDE SETBACK 1'� \r. y w \ 1c `\ \ DISTANCE EASEMENT I \ / �`+>,i' +SEE DESIGN ON SHEET , , , , ' , ' + 'ii �i, POPLAR I I PROPOSED VDOT STD. Z °'- PROPOSED VDOT STD. ` ' ' + PROPOSED VDOT STD. , SYSTEM POPLAR POPLAR TWO (2) 8'xz0' PROPOSED 1l} r'I y, (D. B. PG. _) + ,'++, ' +, ' + , ' PROPOSED +.� 'NO PARKING' SIGN (R7-1) m 'NO PARKING' SIGN (R7-1) \ ( \� / RIGHT-OF-WAY ' + SPEED LIMIT SIGN (R2-1) + , +�i ONSTREET PARALLEL - " - I= ' PROPOSED VAR. WIDTH + + , ' , „ ' 40000 ,,, I \ > , r• \ I I _ _ _ \ / +PROPOSED 4 + + + , ' i, , + 20' PARKING SPACES 0- I I 1 \ w,I PROPOSED I \ / RETAINING WALL MAINTENANCE BIKE LANE ' ' i ' + ' ' ++i' 'PROPOSEDVDOTSTD. PROPOSED 6' PROPOSED VDOT STD. PROPOSEDz ' EASEMENT(D.B. _, PG._) ' + i, ' + + + ' + ' +i, ai'+' ' STOP SIGN(R1-1) STREETS GNo PLANTING STRIP (TYP.) �� STOP SIGN (R1-1) \ \\\\\\\\ LANDSCAPEEASEMENT iii' ' + ++i' + + I 1 .{� , (�p TIE INTO EXISTING s PROPOSED PRIMARY n _ = - \lj (D. B. PG. + ' , ' , ' , , ' , ' + PROPOSED ++ ' PRIMARY ° DRIVEWAY. PROPOSED VDOT STD. - VDOT STD. +i' ENTRANCE — — + ,i' + n PRIMARY — _ — ,9 / ' >" i + ' + ' ENIRAN - , ' , STREET SIGN EN ANCE M SHALL BE CONFINED TO THE PEED LIMIT SIGN Rza CG-1z (TYP.)- 12. SUBJECT PROPERTY&PUBLIC . ;., 2 O z� GHT DISTANCE=zBo' 12' RIGHT-OF-WAY, AS SHOWN. PROPOSED i > + SPEED LIMIT SIGN(Rz L s EA sETBncK ':J = 1:_ GALAEFARBLICROA 5 SCDWC / i g4° L d PR OSED TYPICAL TOWNHOUSE UNIT I O\/.\PLACE 1`y l _ PROPOSED LL W _ _ _ - - - SIGHT vlz' LACE z8 �Jp.R.,ry \ - t2, TIE-1 TO EXISTING N.Ts_ \GN/� PROPOSED VDOT STD. VDOT STD. 4 a _ - / pHASEI [y S ATE RTE. 2o, -'NO PARKING -1 (7) CG-1z (TYP.) PROPOSED SIGN R �- !_`" _ qT rS TTSVILLE ROAD ry _ _ -.W - + + ' . N STREETSIGN "t - 60 3oo'R �- pHASEII + ' ,i' ' PROPOSED VDOT STD. .y5 / STA. to+oo CG-6 CURB (TYP.) ' i'� PHASE LINE i '.. •e :• l ae PH _ _ _ + -- --f - ii�++i' s++' i,+' i,+'ii, ♦'ii,+'+i + ,�'++ ��P����~M STD. " _ - - - -�- - - - - / - - f + , � , _- - PHASE II - - - - -) + , + '(P) S' CONC. SPEED LIMIT �p / - = - - - / I. ' + , - + i + i + + ' S/W' + SIGN (Rz-1), o PROPOSED VDOT STD. / + + + > ,i + + + + + + ' + +'•.. THREE (3)10 x18 PROPOSED OPLN 0 7 / / i PROPOSED S'PRIMITIVEi , i ,i' i , + , , ♦ + ,- _ -- + ' �Pye���•k- FR NIT ' + ' i B 0 (P) PATIO/ N STOP SIGN (R1-1) 7 + PROPOSED VDOT STD. ONSTREET PERPENDICULAR S LOT + ', �JpA�E,g+ ' + ® ® �' I'TRAIL, SEE DETAIL SHEET? + + , , , ' , ,++ PROPOSED VDOT STD.Q- NO PARKING' SIGN R -1 ' + PARKING SPACES SET CK p „ - ++i' + ® ® FIRE PIT /// / +,PROPOSED VDOT STD. (7 ) , i' + + + , ' i , , _ , , , - , .140 PARKING' SIGN (R 1 54 Re ,+ (0,441C) ( )' �' + 7 ) — $:1 +OPEfV i+ a S AJ2'i{ �, i'++, i' ,i ' i /F- $PEED LIMIT SIGN R2-1 >+i+ +'ii+ + +i'ii i +i ' +(mil+ ,+ ,+'+ + , f�ii�+C�,A+i,+'+ , + , + , + o "t - b + A(P)GR-g VDOTSTD./ - g '+ , + - 10' a 'SE,TBACK' i ++ii 2$, LOT ` / / i,PROPOSED SINGLE FAMILY+'+ ' ' i + 'i 'i + ' , , ' , 'ii ' i ' .i + + i' i' ' ' i ' ' f ' , ' , ' , ' ,GUARDRAIL TERMINAL SLOPE / n + + , , Q TRANSITION CURB FROM CG-6 (4.xz ;SC) + 1F=_ 75 ' (TYP.) + 'i++ (P)TOT p �5 DETACHED HOUSE W/ + ' , ' , ' , ' , ' ' i ' + ' + ' + i' , + + , e , , ' + + ,i i - ++" / >' + ' + + ' , , ' , ' ' ' i , ' , + '� ' ' + + (P) GR-z VDOT STD. GUARDRAIL, + ' ' ' i+ TO CG-7 AROUND RADIUS AT LOT LOT , + 'TWO CAR GARAGE TYP. , 1 , , , + ' i ' , 4i o : ENTRANCE. MOUNTABLE +' < �' I + n-1 / +, + (TYP.) ) , • + , , ' , + ,EXISTING STREAM (TYP.) ' , r , , , , f (INSTALLED AT z6:1 FLARE RATE) , '�O + �-m 55 d N i, ' i, ' +, ' ' ' +, ' , ' , ' , ' , + + i + i ♦ i , ' , ' '+ , 'f + LENGTH= o' INCLUDING TERMINAL \` P� n CURB WITHIN MOUNTABLE Sz 34 28' +. a + ' +, + ', ' ,MAIL KIOSK r 0� \ /^ / / + , 2 HIGH i ,i('i i + , , ' , '+ , + + 'i , ' , , '+ , + , + + ' + 'i ' + 'i , ' , ' , -, + + + ' + ' + ++ , (?Q �(8'FROM EDGE OF PAVEMENT) DH C0 r'J 'DIAMOND PRO SEGMENTED i, + + '7,,, i, TIE -ITV TO EXISTING i' A (� , RETAINING WALL SYSTEM + > ' 100' WPO + + + ' + ' , ' + ' , „ _ , , ' , + i + + i / r , + + , , , , , , i' + �a , , +, O \10, , , , +'BUFFER (TYP.), ' , ' , ' i, , ' + ' + '-I-+ 'i + 'i + ' + ' , ' , ' ;(ROUTE 2o) WITH M IN., ' +i' •`q2�('�O 22' F F/C Ll-1G LOT + , , ,+. �. \ / / , , , SCOTTSVILLE ROAD + ' +' M oIy' G X. PROPOSED VDOT STD. I p .. � , ♦ � � �� y / � � � i ,COLOR: DAMES RIVER_ + - - - - - - - I CG-2 CURB (TYP.) a x 6 ¢ , , + ® 4 v + ' , , , , ' f ' ' + ' , i' , ' , ' , ' >` ' ' , 5 d 0 h ' , ' , ' , ' ', 1:12 TAPER Q - - \ I + + , + i,+��^ 4,'t%J, � + i + ii+ �+ % f sf . ' , + i + ' CONNECT TO EXISTING I 0 +i' ,' , UY'c ' + ' , , i +i'i + ' , , ' , ' , ' ' i, ' ' ' , , + , + + i + GR-io VDOT GUARDRAIL' + 'i J IV — — — — i / ' / + + ' 1 + W o p„ LOT � '�i ,e / / / / �'+ , , +C'R CE iN',++ + , , , ' ' i, , , , i, ' , � , ' , , �:; ♦i, + , ,+'(DISTANCE OF GRao GUARDRAIL / + s' , + + -� <�, - + + .. , , ' + ' " I• + i + ' , , ' + ' , ' , + , + ,'. + ' , ' , ' + 1520'FROM CULVERT) 1� Q' "r. 57 u n + ' + ' + a / \ TWO(z)8'xzo'PROPOSED LOT ` + , + i + + y' 'ii, + ' ' ' , ' , + + + + i + i + , + ' , - > , + + + - _J �. o_ + ' ' j ONSTREET PARALLEL 16 / , , , +, + ' + ' , ' , ' , ,- - , , , , ' , + , + ,EXISTING BOX + + < PROPOSED VDOT STD. WP-2 + + + + ' , ' , ' + , + f , + ' , a > .W 75 PROPOSED SIGHT / \ PARKING SPACES / I ' ' ' + ' ' i ' ' ' ' , ' , ' , ' + + i + + 'i , , ,, , , °' ' , ' , ' , ' , ' i + + �P \ °y5 ' , ' , ' , ' , , , , +_ , , i i i CULVERT' + ' �s > MILL& OVERLAY. CONTRACTOR Z - Q ® LOT 'DISTANCE EASEMENT �p� / \ �\ ' ' + > + ' ' j'I , , ' , ' , ' , ' i, + + ' , ; , , , -,.;: , , , ' , i + + ,i' Wog' / O \ TO MILL& OVERLAY ROUTE 20 + 1 m 1'BEHIND SIGHT LINE - + •^> / / �/ + ' + , ' . ' , , + + . , ' ,ii' , / `� / \/ TO THE CENTERLINE. m d F °` 5$ a n D.B., PG. — i %+, ? lc/:O i, + + 'i LOT < LU Ee - ; ,D. 2 0 ,. [e tn. _. O / 4 F F J NO PARKING' SOIGN (R7-1) i \/ n + ' , ' , , I i + . ' „ , , , ♦ + J/ ,��/ \, LOT O W W d a 1a / / /Q b/+,'i ,' Q c 5 I i O N ,i /% D\S 0 +' i +' ', i,+' iii+' , +, , + ++i ♦♦ +.:� ,, ' i, i, ', + + ,+ ,+'i , ' Y 53 0 LOT % sANCE> / o / J+, 'i'+.i' +, i'+' i',+' i+' �\��% tX fST PROPOSED VDOT STD. tL59 0_ „ , STOP SIGN (Ri-a) �.r PROP SED ACTIVE �jeC EATIO NAL \ \ / PROPOSED VDOT STD. // , LOT J + > > ' ' ' + ' + f + ♦ ♦ ' , , , S 'NO PARKING' SIGN(R7-1)27 R -RAN + +OF NSPACE /PAC %P FRONT - I� 75+ , ,.• -( `< 1 ♦ + i ,' ,' ,'ii, , + , ,' ,' , , , , 5 0. + ' , ' PROPOSEDI2'x18'MIN., .• '� 'p\S �Z \ \\ 17 /Q' �" , , ' ROPOSED LOT LINE (TYP.) +, �'i , ' , ' , ' , ' , + + ', ' ' , ' i, ' -, ' , ' + '_�i ♦ ' ' , ' , ' , + , + , > + ���},P iBACK (TYP.) 2 - -. _- ___ __ - - + ' , \\ \ / /,�,�\�/ / \%\ ' , + '+ + '+ I++'i i,i ♦ + , ' O (H DRIVEWAY NP. + \ \ P•Y \ \ i i+ ' +, i' �,+' i,+' i,+'ii, i, , ++ + , ::' ' ' , O' O - P VDOT STD 53r � + +, PROPOSED VDOT STD. + i /i/ O S \ / / / � + i , + i I .i I + i i ' X � ' ' ' ' + 'O� ' f ' + % :D LIMIT SIGN (R2-1) - - 'NO PARKING' SIGN (R7-1) (P) 6' PLANTING A 9 , \ /1�01Q-/�i , + + i + 'i , 'i \" Fj/'T/ /\\ � �, '++, ' +, +, �' , ' + ' + ' ♦ �:- 'i ♦ 'i , 'i , ' , '+ , '+ , . , + ++ ' J 17+00 PROPOSED \ / \�J �Tny ( / 700'R / / \ kQ LOT .o\ \y \\/�\/ / , , '.' / T +i, DIAMOND PRO SEGMENTED' VDOT STD. 0 • (TYP.) PROPOSED '$. 1$ \ \ \/ / / // CG 12 TYP. 97° 'ti �� \�^� -+ /\\ , RETAINING WALL SYSTEM STREET SIGN (P)VDOT STD. e .� \ + \ + / J c,�,COLOR: DAMES RIVER {G-gD ENTRANCE PROPOSED VIDOT STD.CGaz(TYP.) 16+00 PROPOSED VDOT STD. (TYP.) '� 9�, 1 / � /\ ' +,i'+ ' •/<C�, ' , ',(n' ,�' ,+'ii, 'ii, 'ii 'ii '++ ',i ,i' �' , + .i' ,+' , , ' , � 2 �- CG-6 CURB (TYPJ / 4 ° N ,� s., +,' +,,� ,,,+ •` e x .J� oc,+° �A 'L ,�+.�++PROPOSED SWM�+ ,+'+ '+�++ ' ' , + , ,♦ ,+ , I VDH V GHT-pl TANCE_--__ 52 PROPOSED VDOT STD..+i�; ++ FACILITY (TYP.) >+ +i .+ ,+,+ STOP SIGN Rl-1\JA AAA 2. 20 / /AA , ,+� + f +, +, , , ++ + , , , �, HIG 5� - (�7 ) 2 ���((111 ♦ \ \ � CIF\. \ / /V \/, \/ + , , + , � + 'i 'i ' + , r�� ,+ , ' ^H J PROPOSED VDOT STD. 8 z' 8 w +�\i\�/\ \ �P o6+' / �i�Y�\\i/\� +\ i'i 'ii+ i ,+ . , ' ' i, ' ' i'COyJ9RANCH,STRE Mi+ i ,i , ' , , +�: • , , , ' - -. - - 'NO PARKING'! (R7-1) 2 ' F F C 20' r \ j \ / ti ii.+. '+' ,' i' i 'i , +i .i ,+ '%,i , a i + _ \tP LOT \\\\� �. ' + % + P ++�+ +� '' '' '+ +� ,+,PROJECT BOUNDARY i / c7 POSED RETA (P)VDOT STD. -* PJ o�+'� / \(r\\\`/ v - , �SEEODESIGN ON 5IHEET6 ALL+,i SPEED LIMIT * ' i, LOTLOT I SIGN (R2-1) I B I' , ' / / j /�/ Q5 > is BA' ©* � Y\\\�/ + +, , + + , ,i' +i♦ �f i++ + , ,' +' ,' , ' , , +, f ♦ + + , , ,+, Y ,.. , + , , 29 °o g 2$ 0. 18' -� m m LOT LOT " ' ' '\ . '\\ / .-, ' + ' +PI�QPC3ED', ' ', /\ �+ + ' ♦ ' , 'I , ' i+ ' i , ' ' i,'+ + , + i .i N p , ' , ' , + rr + + ' ,� , , ° LOT P,i' + ' , ' \ 0 , S FA ILfTY, ' J NOTE: LOT 22 \ \� + ' i ' + ' + ,� ' ++ ALL MECHANICAL EQUIPMENT PROPOSED 2o'EMERGENCY ACCESS m - I © LOT LOT 2 23 ♦ ' , ' + ' ' ,,.' .+ / / , , ' , ' , + , > > 'i ' , ' , , ,i 'i + ' + ' , ' , , / SHALL BE SCREENED FROM THE AND BICYCLE&PEDESTRIAN ACCESS 25 4 ♦ + , , ,. +i , , , , i, '� ' +i� , , ' EASEMENT(D.B._,PG._) 27 z6,+ ++' ' ++i'i ' ' ' ++' / � ENTRANCE CORRIDOR. I I III , ' i + i ++ i +, i ,+'i �i'- 'i + i.. + , ' 'ii / ' (P)4i BLACK RAILING+ir .+il ,i'p 2UNITS ' i '+ ' '.,+ PROPOSEDSINGLEiFAMILV -+ ' ,\ , 'SEESHEET3FOR ,EXISTING FENCE TO BE EXTENDEDi , ' , ' , 'ii, ' ' i + ' ' + ♦+ J I 1p' Im 2UNITS 2UNITS 2UNITS ,i''+, i' '+f, '' i, " +,. ATTACHED TOWNHOUSE W/., * + 'DETAILS 'i ' > AND CONNECTED TO CREATEA SIX(6)1ox18 PROPOSED 2UNITS ii, ' + , , , ' ' i ' ;CONTINUOUS FENCE ALONG THE ® ® SINGLE CAR GARAGE (TYP.) ? i, Q' ONSTREET PERPENDICULAR, I - ® ,(P)HVAC UNITS WITH, + 'i + ' .-' + ' / , , ' + i + . ' , ' + ° '� ._... + - ;-'- ,-" � ' SOUTHERN PROPERTY LINE. PARKING SPACES s SCREENING FENCE + ' + > ' + �' + '/ + + ' ' , i ' \ ' +. , , ' , , ' / J GRAPHIC SCALE ®� ® ' TYPICAL 6' WOODEN FENCE NATURAL 'i, � PROPOSED VDOTSTD.. ,( ) , , ' , + , , , , , ♦ FINISH) SEE SHEETS FOR DETAILS'ii+'i , 'i J 30 o is 30 e0 t2o 'NO PARKING' SIGN (R7-1)-\ 20' E -E/P + _ i+i + f, ' ', ' ', .+'+ ,i ♦ ,i ,i ♦ i+,/ i + , ' + ,I ++ , ,,i' �'+ ' + ' i, + + , +i ,i , i,+ , + ❑ __ — 0 22—c 2'i + ♦' q <i' i+ PROPOSED REMOVABLE BOLLARDS COMPATIBLE + ' i WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE 1 - ' + ' + +' i' + , + i ' + ' i' + , + i + COUNTY DEFINED MANAGED NOTE: PATIOSAND DECKSARE , -J L IN FEET ) TO BE INSTALLED TO PREVENT VEHICULAR ACCESS n PROPOSED ASPHALT PARKING a .ALLOWED TO ENCROACH INTO TH E, L ' i' 'i 'i + 'C/r STEEP SLOPES (TYP.) / - 1 inch = 30 ft. BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES._ - LOT&EMERGENCY ACCESS, — SETBACKAMAXIMUM OF4'(TYP.) - - --- , ' , , + + 'i +i' i++' i, ' i+ ' , + ' i +' ' ,+' + ' SEE DETAIL SHEET SEE DETAIL SHEET? T i ' + a w o: N 10'xi 6' 1'x16' 0 DECK 10'x16' DECK 10'.16' DECK 1 DECK 22 22 22 SECONDARY SECONDARY ENTRANCE oENTRANCE N R oECONDARY E N CE LAUREL(M) LAUREL(M) LAUREL(M) LAUREL(M) SIDE SETBACK I I 5 SIDE SETBACK IARAGE G GARAGE6ARAG GARAGE 12'x20' 12'x 12'x MIN. MIN. I A MIN. MIN. PORO - PORC orec P IMARY PRIMARY EN ANCES , PRIMARY NTRANCE 18' MIN q• NTRANCE 12' RIGHT OF WAY SyMW;SETBACK CONC. SCOTT/R. 08'LLINS'Z I --I Lic. No. 035791 A 10/17/22�i n r+ A z M I1 z x W fit LL 06 Lu U z < _j J^ - m zLu LL ��/'�I V / L i W1 Xc a F LU I LU 0- Ln JOB NO. 202194 SCALE 1" = 30' SHEET NO. 4 f a , T.M.91-8B GENERAL UTILITY NOTES: T.M.91-10 / i' �" +" a" , COUNTY OF ALBFMARLF,V GI IA 3.. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE COUNTY OF ALBFMARLF,VIRGINIA D.B.1979-44,46 & 47 PL T DEDICATED TO ACSA FOR PUBLIC USE. ' D.B.1979-44,46 & 47 PLAT 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO \ THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. LOT PROPOSED 8" G.V. & 8" TYPE A BLOW -OFF ASSEMBLY.i I / IPEO — — O i IJ LOT II I \ I I. 12 II I I PROPOSED 8'x&- l " TEE, (1) 6" G.V. -I- AND (z)8"G V I \\ LOT \\\" 13 \\ VARIABLE WIDTH PRIVATE SANITARY SEWER �\ EASEMENT (EASEMENT LOCATED ON LOT 13 FOR \ ` LOT 12'5 SANITARY SEWER LATERALISERVICE)._ D_B. PG. VA ARI BLE WIDTH ACSA- f \ \ LOT I f + g I III— L b / LOT �\ 6 \ -� i \ LOT LOT 5' MIN. HORIZ NTAL SEPARATION \ •\ P \ y2EQUIRED BETWEEN ACSA UTILITIES&ff' \\\ \\ 10 //� STORM SEWER, AS SHOWN. \ TYPICAL. AL LOT PROP S 6 CL.Sz > / rP% LOT \ 11 - DIP WATERLINE, TYP. - \l + f , . - -- _ / H \ 5 I+f'f "�ROINI',,TYP'.OT+�OF PROPOSED8 SANITARY �:y \ PROPOSED WATER \ SEWER,TYP. m p I \ I a ' + 00 SERVICE, TYP. i w i' u y W -MARIECURIE OURT �" 11+p0 w W. •', " w P OPOSE PUB IC ROAD / �PROPOSE66",G.V.•&6 TYPE++ + ' + ' 'f ' + ' 'f ' , ' + f '• f ' +ff, + \, +' , ' BLOW-QFFA5SEM(3LY ' a/+' ' +" + + /' ' / COW BRANCH STREAM J/ +0pg�E,N" + a • , COUNTI?DEFINED ' i I PA61E a)+ ' • f' ,PRIfS,ERVE)J STEER W + + + + SLQPfS, TYP., , + , +�+ > + • , , ,', + + a-: , + , + + i + VARIABLE WIDTH ACSA I . ' • � � � ' " O \ \ \ _SANITARY SEWER EASEMENT I \ \ MH1 D.B. —, PG. _ 1 I \ �. \ / / \ ,i i + ,+ , , \• + ' + ' , " + ' ' ++ ' + ' ' ++ ' + \' \ , ' , ' , ' , ' , ' , ' ' ' ' + " + ' + ' ' , + , ,f+TIE INTO EXISTING SANIYARY SEWER ,WITH PROPOSED DOGHOUSE MANHOLE' , ,+ + ,+ ,i i , + , i ,+ + + s. fi , + + + i , + • '+ , ' , , + ",.,. PROPOSED8"x6"TEEI E LOT G.V. &COMPLETE FIRE �\ \ \\ II � + f \ S 14 HYDRANT ASSEMBLY PROP $SAN ED SEWER \� / f \ LOT \ � \ \ I II I SERVICE LATERAL (TYP.) \ \ \ 1 \\ I II LOT II II _ SANITARY SEWER EASEMENT \..\ \\ II - J I I ` II LOT r D.B.�PG. _ 3 I I II 4 I " + "/++ ' +'+'++' ' +'+' �, +/ _' ','++' '+i' '++" ',+" ',+' ', •' ',�'+',+' ;:<i'.: '++' '+i, ' '+ ' '+ > 'Y;l I I LOT MH13 \ \\ \ i I \ 1 II II 1o'PRIVA E$ANTARY SEWER EASEMENT, I� ,+ ' + �' ' -� -_ \ + M H 1 A \ II (EASEMENT LOCATED IN OPEN SPACE FOR +' I �4 I \ I \ \\ \ \ _ LOT 4's SANITARY SEWER LATERAL/SERVICE)"/ f2o ACSA SANITARY _ - / , ' , SEWER EASEMENT V ++/,++f'+�i>+'i +D. B: ; PG. k 1/13k Ci 5ED PUggCIC0RIWD) 12+DOII UCR I I UD016+OD ( — LATERAL 170 it 14+00. / �•:. + '+ + 1 g+oo II MH-1 A 1. `v • > .e•... _— .� , : \ + + , ', , ' y� a •. ... >. + •, ... "+ � — + "+', , , , + ', ', ",+ I : ++ -1 PHASE II \ - 7� I l --- Y Xo + ' OPEN °' I _ 1 — I , + a + + + ++/> + I + v. + + + + + + ' + + ,+ + ++ + ++ ++ f+ + i + + ,f ,i+ +'+ i . + + + + + PROPOSED 6' G.V. & 6" ",++ i - • + ' + a I V m I I .` + + + + + + + + , , • , , , , , + + + LOT SPACE,B V \ TYPE ABLOW-OFF +PHASE LINE' ++ 09 a C ' ASSEMBLY 54 a "( �4 ) I I l + ,+ , '+i +' ++' ++' ' , ++ + + + , ', + , ,'+ +' • ' , • +:.+ if ,+ , , ,+ - ' + iJ pA>/rA Oa ", + OO 0' s: I I I LOT +af 'TIE INTO EXISTING , ' ' + , ' ++ , + • i , + ,+ , , ', ' + + j , +�\ ,+'+++ ++ + i" + > `0.22'AC)', + 5 , f + - w r LOT I + ' +' ' ' °. M I I I I I / i ' ' +' + " /, " + 'MH KAPPA SIG 1 9 + ' , ' + ' •' ' ' ' ' ' ' , + , + ,+ , : ,+ + > i + + + " u " + '+ , '+' ' ', " ' 1 1 ,+ + PROPOSED (2) 6" 451 BENDS - GJ 5 "" O PROPOSE66"CL. 2DIP LOT •' ' m / \ �I / ++ + + ' ' ' ' ' i':. + • , ,+ , , , , WATERLINE, TYP. VARIABLE WIDTH PUBLIC 6 "P 5a0 MANAGED STEEP V ACSA EASEMENT SLOPES, TYP. I / o < q LOT If, 4�CE++, j / LOT J F- '+'+ I++'+ PROPOSED 8"CL. SzDP / 3 / 16 z ? LOT WATERLINE, TYP. MH2 VARIABLE WIDTH ACSA m � ¢ a^ � •' 'f' + \ � SANITARY SEWER EASEMENT ++ + " + ' , ++ , „-, ,+' ,�+ > +PROJECT BOUNDARY, �' , " , -- f •'•.•.•'. •' , +' ," TYP. , LOT I x O m O I PROPOSED8 .` / / \ _ 2 I - 22.50 WIL BEND LOT a 53 a w / 4+ 5 I O" LOT (p) $AN. III � Q w � I PROPOSED 8 x6 TEE, 6 '+ O • `� \ ' + ' ' + + �'+ + ' , " , ' + ' ' ', ' ' ' ' ' ' ' + + + , '+ , + , , OQQ �\r QJ - - LATERAL d _ 59 ' G.V. & COMPLETE FIRE O 1 , o Q - HYDRANT ASSEMBLY P p; (TYP.) a J I f •.,. / \/ LOT + PROP" REDUCER CROSS," + + + ' °. + '••• \ \ 8"x6" REDUCER, (1) 6" PROPOSED \ \ \ \ �7{COW BRANCH STREAM " + ' + ' + ' +++ + " + ' , ' , + + • ' + " , , , O q} / /.AND(z)8"G.V. ifi + vi'i BEND / / \ \ \ / / / Y\`/i++ ++ , > , 'f'I + , , •' + + ++ ,+ +' +ji + i + },:.. + , , + , + + , ` L + , + + + W W i— W � LOT \/ W / W /'a� / \ \ / '/ ++-i '�� \/� 100, WP0 ''BUFFER, TYP. ' •I ', ', 'I '+ ' ', ' ' ' ' ' ' '+ ' ' ' ' ' , \, , + ,,f,. ,i'+ ,+ + ,i ai i ,+ + > i + + ' + + i 17+00 N �W W W 3 / / P� ry, LOT VPJ� ��`+', / / \ // i++ \ /''ia+ + y+'' ',+' ' ' +' ' +''' ,''' ,+'' ,+ ' +i + , + + v + + , � • ,+'+ • ' , ' + ' , ' , ' ' ' ' , MH5 / 16+00 3 PJ¢ 19 / \ /\ j ', '�.v .b + , + + + + + a + , , ' + ' 'i'f '+'+ ' '+ '+'+ '+ > 'f +— i • + •i'� , ' 'f ' ', ' ' + + + ", + ', + ',++ ' + / J LOT P c, / \\ �/ + + , + , + + + > +' ,' , , ,'','' '' ,' ,— f + •" ," ,' ,' , LOT W EXISTING SANITARY II II I SEWER, TYP. LOT LOT I \ \�/ l%i\\i + + ' , ' + 'a + + , /�r, ' , , , I I MH4 I I I I++�(P)WIL \/ �\\i + y- '++ 29 LOT LATERAL z8 I LOT LOT C (TYP.) LOT LOT 22 /\,/,'�' PROPOSED8"CL. 52DIP (P)SAN. LOT 2 24 23 , ' + ' + ' .v..""'v ,++ + + + .+ � + , + + + + > i + + + , �f + , '�+, + , + i + + + i + + �'f , • , :. + ' , + + • '+ , 'v , +' + + WATERLINE, TYP. LATERAL 7 26 5 ' ' •' ' '-' (TYP.) 2 +++" + " ++"i ,+"i ++ ',+ + , �+ +i , " , , + "i + + ' , ' , ' , '+ , + +;, ++ , +i , ++ • ++ i + I; 2 UNITS ++" , + i , + + , '> ' '+ ' •> ' ' ' i' i \ ' +> ' ' + , ' ' ' ',I '+ + , + , + , i , + + I 20'PUBLIC ACSA . I I 2 UNITS z UNITS z UNITS EASEMENT a " + f + + ' f + + v + ' > f •'+ " f . + + f > > ' a a ' a > > > + > + ® ® ® ® _ DB.PG._ , ' ,f+ , > + + + '. i_" +-'; if.'" f >+'v >.'/ ' ' 'f I' ' ' ' ', i' ', i+>+ i'i', + ', 1 a ' > •�. v ' , ' ' , ' > +DO 1 > NOTE: A WATER CONNECTION CANNOT BE ESTABLISHED ON THE EXISTING MAIN UNTIL THE AVINITY ESTATES EASEMENT IS RECORDED. UTILITY PLAN APPROVED UNDER SUB2021-00179: GALAXIE FARM ROAD AND UTILITY PLAN. UTILITIES CURRENTLY UNDER CONSTRUCTION GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 Lie. No. 035791 10/17/22 1t 5 f 7 � A ZW 11.4 00 F4 N u 0- 06 Lu VI < J L z} LLL J I� LL W 1• 4 X J c� w d U) JOB NO. 202194 SCALE SHEET NO. 5 Pie No. Size inches Easement Width Required feet Easement Width Provided feet 1 36 29.8 30 3 30 29.1 30 5 30 23.9 25 7 30 22.9 23 9 30 21.3 22 15 24 24.2 25 17 24 21.2 22 19 15 15.7 20 22A 24 15.8 20 21 15 15.7 20 23 24 21.4 Within SWM Esmt. 25 24 24.2 25 27 18 31.1 32 39 15 20.5 21 43 18 17.9 20 OPOSED E`[1TED 5og7W 500BG •V -, + " , / / / NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT E ING WALL, 500BG 498 BW _ '� i F / / / NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. IAMONDPRO- a sBG �8 g`� \ \ ' Ak TH OF COLO�BLUE RIDGE P OPOS D1 HDPEY D PROPOSED 8"HDPE YARD �/ 502 TW 6BW ' ' ' , ' DRA SY TEM w/ DRAIN SYSTEM w/ 10' � ✓ 6 gG 49 l > ' P yNAT r INA / NOTE: WALLS 3o" AND HIGHER SHALL REQUIRE A HANDRAIL TOP 499 DRAIN PRIVATE DRAINAGE 494 BW YD . E � A4e NT. 4997$ EASEMENT. / / 4 DEY.. PG. / Nv.= 6.2 - 9 /(TCO,�N' TT R. LINSZ 49 $ / DB. PG. 500 TW Yp-4g I _ - - - _ \ \ �/ k COlFINE . . 035791,a VARIABLE WIDTH WALL 495 BG PRESERVEDSTEEP &MAINTENANCE 494BW /` r �\ I \ I A \ SLOPES,TYP / / v .,OHO 10/17/22 4� CO-J EASEMENT YD-"� / 8�� C.O. DB.PG. / LOT I/ \ /s� 500 TW I I \ / / / ` �`YIONAL EZyG TOP=501.33 495 e \ 1 I YD 4D / / v / v v / / INV.=495J5/ ,494 BW \ \ II I � WALL A - � 9 `S STA. 0+06� y Y - A V I GAR=492.33 / ".".. 500 TW .P / � / i �\ � GAR=492.42 \ I I I FFE=454.33 / LOT 499 i y i i \� \ FFE=494.42 C.O- GAR-49 Nr FFE=.33 / / / ✓ / �PfFOPOSED 18" YARD ,�' '' j- �I - -. �� / i> >i�> / / DRAIN INLET, TYP A LOT \ % 490.62 - I A /� / / V' +' • ' +' , p' TEE ION \ \ / /490. \ q�r / / / / / ,i'/+i' a "�+>' '+i i � F6tE> / / \ PROP SED219 4�+� YP '+ , + / �\ z \� � \ PUBLIC DRAINAGE LOT q�7\ / i / / 4 � >/', + , / ASEMENT 1Q rGAR=492.50 \ n 5 Nj N. H N�/AL S ARATION %�I • D BiTWE6 + ', DB.�G..42 tl.& A O ' i'' 'ii>+� ++ , z H �/ . N - ACSA UT ITIES STO M$ ER, SSH WN. YPIC L. . > , v o A LO / .. GAR-491.92 \ J / LOT / FFE=493.92 �Q / / 1 J +/• + • + + ' 491. BOUNDARY, Z G87.0 \ �V �. _ .(/ V G 491.9 \ , % + + ' + +, '> ' �' >, ' ++' , ' U li / TYP. / / m \LU 491' 491.1 42 I SMT-03.75 _ \ 3 / r YD1E Y I 4.z% n n z GAR=493.33 a ..y 12+00 W/ °b i., \ / i + ' ii o , % i > 49'�.5 20 �!> ' / FFE=493.67 _ �' , O ,WP + , ' + ' \ LOT \ e' -./ \-\ i 490 1 _ ,r I W ,ry2+70 90129 r \ + / i , ' >i + + � , w FER,�P. • , ' [" > i> + Z , + , , , ' II� i�i CID \ I I 12 \ 3g / 1y+oo -W w w�q COURT ,ii i9 �/ / / / v' Q PROPO D U LIC RO D J ' i • + ' , + ' , + + , ' , + , , + • ,+'> 'i'+i'�OW'B'STREiAM, ' ' • i, \+\' + > + SLOPES STEEPER THAN 1 SHALL BE PLANTED WITH 5 (49' PUB IC RIW) �} +, • ' + j , 3: H NATIVE STEEP SLOPE MIX X I I � � I d / +� ' , + )• , , ' f, ' '+ > � ,i+� �`, + + • , ' , ' , ' > z WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OFIce / ` ''ll I\ _ _ - / w �, • , • '/ +i+i' + ' + i + 6o LBS. PER ACRE, OR i LB PER 1,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) I I _ _ _ - - _ 3$, w / �� / , '+ W , > \ �� � ��\ i ' u+� I I\ >\ + + •• �' + , + ,// , , + + , + , ' +i' + ' , ' it , i + `C'� \ I \ I I \ \ O \\ { : �RO�OSEDV -\ I I I ��09. N90�56� \ / > �Pft01'OSEI)SEC3ME �D' + + , ' > ' +/ + ' + ' > ' , >\ i , , + , / \' s O _ ./ / PROPOSED 10 I I V LOT \ - \ \\ - -" �� / 5 A. 2 \ \ \ \ N \ ' p > ' RF,TAININ6 @L„ '+ + j� '' ' i ' i ' + + ++ ', ' CONTRACTOR SHALL EXTEND EXI ING \\. 'N 'DIAMOt�I'D'PRp' ,f / ✓' + ' ,\' , ' , ULVERT BENEATH RTE. 20 WITH PRO OSED' PRIVATE DRAINAGE I \ -� 1 \ \ I I I I I I` m v / o' I �C ULVE/RTS SHALL BE > / + \ EASEMENT I I I I �13 Gq.R=491.00 �,I .g > 37 • / " \ GAR=491.83 � - \ > e \ LA�/OR:'BLUE RI ,/+ > DCOUNjTE RSUNK • � + ' + ' , WIDENING. SEE PROFILE ON SHEE nFOR • > + i + DB._PG. I FFE=491.33 'I �\ N �•.� \ \', \ \ \ I FFE=492.17 I I I `� - l - - > \ + ' + INfM M + ' DETAILS OF THE CULVERT E NSION.+ I I LOT - �i. , ',+ �i \ -., > 2 I I I II GAR-491. II 2.67 L/OT I I\ II SFMET=44 83 I , + ' ,+ � + , , + + + , �> ,\'> , , i •,/, / FE=49l GAR=49 ..4 N 1L 488.13 3bA R=48967 BFFF -49000 P OOF/PROPOSED8H OPOSED 18" YARD L J� �AIN DRAIN INLET,TYP. PRIVATE + '� RAINAG r�+RF+++�4DRAINAGE EASEMENT % l SYSTEM, TYP. / I PG. ( � + 4$0 TW ' 4 B , , + (4 , LU' LV S+� ' > ' i , , ' , �f • + ST -VTLL B >A. 0+ 0 YDiC \ I t > + p> > > > STDSD- - - - - 12+00 , / 7 Q PROPOSED 8" HDPE ROOF/ / PROPOSE RO�D VDOT / FOUNDATION DRAIN POSED VD T STDEW-1 SYSTEM w/1o' PRIVATE STD. CD- 1 15+0 , /GPO E tP'1 B lIC RIW) -- - 1l+ ZZ+O J _ -\ - - _ /.../ / •-� / DRAINAGE EASEMENT _ PROPOSED VDOT 16+00 // / P 18C 18 STD. CDC DB.-PG.� - 35 PROPOSED VDOT----.: �;� • a > + OPOSED VC40T 1 +00 STD. CD-2 -F. -. 3 , ' , > ' ' + ' i ' ' STD: CD-1+' .+�.t+ , • , + + + + , S.i > , > + r' , 22A ti > > l (z) PI20P $2D _ ^ " PROPO D VDO o VEFiTS, ti7 ' IVATF, DRAINAGE Yp_ g 2.7% a .°. o! / 31 ' + i i -- - 5 L a > , > > \ > , r + . > 3 "' BSMT= 78.83/ I� i"� ' i ' I� +i+�+i iPRO�P05�D >/d�T+51•D..E�J-7 ' GAR-49 ry 7 >EASEMEN > > - I - �� f 4 a RF A > ' � 0 > ' > ' > ' I / +� > , � , > . i R01'O D P � > � �, ' / / CV Z E=491-01b O . > 48 92'. �.-..I OT I ALL +S'T i ii + , ,i + + ' >+p A AGE •::+ , +�� `=+ > ,i• ' / J / Q > > > > TTT > +i + s� TrFFFFEE==44991<1..0a`.0�0' � 5 6 a aad / J,•1 �>I , > ' + .i/ /I III •> ii W i>L�>L4F+- IST+A\.i''0 > >` i' +',/> R'EiT>>'A>I+N+ IN+'+ G +iW,A,iL•L>> ,++ , +iii+,' + i, 'i,, + > Ai + + i>>, ' r' ' iE>+iA+ SE+, M,': +E' - NT ,+;i +i, •+',>+ !+,' ii+' '+ ', ++ ' ' ,'+ i,• +�'+ SR> 'TY+DSiHN' A+4i, > '• 5 ,C L LOARIABkWIDTH4,70V'BW> UN +j++i+ ' +,�i+'++ ', ', ++•'++ ', ', + '• +'i ++,�+'� =++i> �+ Lu 5 5 a82YA MAINTENA C 76TW,j /F 6UN7Eh$1�'KA,o EASEME<T um.PG.- 41iG •- ' - /e .` / / • \cb� �QLu PROPOSE o' 46�7gWgR, N3NIMUM,OFGQ .7" LOT 6 \I B._EASEMENR=49L10' 67 TNy > 67 BG447.6UjN> H%i©PO$ED'5EGM€NTQG. / 'i., PFSIOYROSUTPNEPODM SABEwTLDI/OIC11N02ED' "MRHEDNPTA^AE T-GRE OO 3O ' +• I sa%� / / I I I \ ii' '+ ,>>++ '\ +> ' v + i+s� ',•+,�'E�,✓ODvLI/A+ ,' J�+ + +•y+ ,• ,+ +' �t r,' , ,i, '>"'�,' + +,- •,,+/ ,+�/>,+i ,/',,','++ ' ',,++i,, '' , ,,',, ++ ''+ +'•+ + '+ ,,, +, , ', +, ,' +, + +' ,• ', + •+ +>' +' ', > >> ++'',+ i+ \J +yp h1� W Z >PRO T J IL. -f- ORE P r GAR=487. LOT O FFE-489W BSly478.8 16 N O OT PROPOSED > CLEANOUTTYP. Q , +I' i DRAINAGE -EASEMENT ' J \ ry > "' o + y , , " > , + ' , • , + + + ' + J+ , , r e Q / O_. i IGAR=491 67 18 a 'I + DB. PG. ''. . > 00 l I I mot , i " yi + + P#20Q0'SEq+PUB�.IE ' , ' , , +a , , ,+, , , / �Q Y. j I -I -I LL C 6 FFE=491`.0� i5 ,i •i. STD.2D-z \ a > i+, , >��>> r'^ , , + +\,. + , . c+2 LOT LOT I� o .I 1 - 2qq / \ �� I I ,i . ' +i o DRAINAGE, , P \ \ U 2 =___- �. 'i' PROPOSED 18 YARD • .• .• / \ \ Al!)a ROROUdTFALLTOEXTJ=ND O' ii + t + > , •i' , + ', • ', • '' ++ • ' + ' + '+ �'7 5 I O v I DRAIN INLET, TYP.'• , / \ 1 PROP,O5E4 RiPRAP LIN D i• \ i+i +++ i+ �i,i'EASEMENY �P O \ \ 53 a. ! /% \ LOT PROPOSED 3o' /// C 5 A - o G 495.30 2 . ' \ i,+ ++ , > , ++ ,+ ,i F E=497.30 GA - 93.40 O 2 % .> + l / i• ,[2? \ g I , 'TRAM'S+' O QJ Mxl / 6 III + � 4 JI � - IGAR=49,G��7 a I i.;/ - & PUBLIC DRAINAGE 'S i> �-,' y + 'i ' + '•"=495.40 d FFE= 91.00 59 O > + ..'':• - 1.t 's /i EASEMENT + > +/ _ I > r.• . I YD 2 3 �/ DB.PG. \ ii , + •+�i OPOSEDY T,S7D.ES li+ •+i', i'+', h'O-+ >+ i ,�+i> , + , , •. +i s� + • + +i+ , ,i i + •'>i / \v\ / Q - - A PRCOPosEo-S=� ,>+.1'.. •• / > \ / + ' > + %- /, + ' , + + + / �' �\ +,i ++ ++ ' + + i ' i ' •, ' +, ' •, f i,i ', ' ', +�,', • ', + '+ + ' + ' + +• + 'a ' i+ '+i,i' , LOT ,��/� Q / / +' , ' I iPjtOP $fsD'SVSM'FACIL'IT`68r + +', i + -, + + •+ +i'i ,+'i ,+ ,+ / 7\ P R,S DVD � •' _ _ _ ' -�P� \ \ ,I'���\, + , +^ + ' MAINTF�NiANl_C-'EASE+MENT '+ > + > , ' + + > ' r , + + , > > ',++ ' ' ` GO 494.35 - - Wi++'' i ' LPG., ,ul i Y / GPROPOSED z'PUBLIC 3 , W ✓' + '�,'�,�' 'DRAINAGE EASEMENT � / � � • + + �+ / + �t , B 7 8 \ / + • • � �,� n SE B. PG. � � , PROTBCTION • � + ,i' �, , > i > > •y' W. - / a �+•Y � FENCE,VVj ALLD-+' 'i 'TY. > , 1+ i 11J P' w 15 ?s 8 18 831W 1 +00 4AA O yy /� W / / 9v + J y c,•F .� \ i > I> 8ti • ' ,+'+ ++'i ++'i +i ,i , + , + + , + � / 1` •°///\/ 'Js, ,c 9�`� " LOT � \+�� / / �� j + �'i + + , + + ' , I i + ,� , ,� , , + , , + / % � / w 494.31 v+ i _c1 4+ 'QR> OP+ fl,4ED,5>2GNi E> NFD+> +492OT RETAININGWAAL, ' i + +> • ' + ,, + ' +- i ,(li ' i+ + + + + r ''"� , ' , • > + i > + > + , , Zi > + ' '+, + , + ' / / > > 20 6IAM6ND PRO, 83 I - S4' • ' T�J+ +� + COLQR+BL,UE f��GE' } _ II _ _ �2 \ LOT 475 B'i ''ii ''' + + + i, ' / ♦ '+ ,i' / - -- - - �� M� o I 488.4 k88.4 ° \ \ 21 /\ i _+>, '+ > ' , ' • + + ' + ' + , '+ / / / N i a + ' , , t'" ++ , GAR=435.17 .o n ' FF�=495.17 GAR=492.83 w 3 k8g 67 48967 + t, R AV A� ` PROPOSED 25'PUBLIC ., ' , . + , <.. ++�„ ++�+ + • + + '+ , , , ', •+'> ,+', , + +,+'++ ' + , '+ + '+ , + ' '> , ' / / , > FFE=493.17 + v DRAINAGE EASEMENT + + - - ' + ' + ' + + • • + + ' + + ' LA WIDTH PUB IC \ > , + , • ' + , + LOT � LOT I I I I DRAINAGE EASE ENT / I� ++ 25 \ \/ '• i + � , ' , ' � ' i ' '�' ' + ' + ' i+ ' + ' ' ' ' �+ , ,+ + ; . ++'i ,+ i +++ �/i ,i + > / /�j DER b/ �// / GRADING &DRAINAGE PLAN APPROVED UN ' ' ' ' ' ' + ' + ' ' + ' � ' ' ' � SUB2o2i OOi79: GALAXIE FARM ROAD AND LOT LOT LOT LOT LOT LOT i 4 +; + D 'I \__ _ z'- _-__22F' GAR=495.67 • ' + �'�- > > i +. ++ +++ i,i ', 27 2b 5 FFE=496.33 ■ -PROPOSED -.. FFE=496.33 FFE=485.77 > + > > , , , • , , + + + , > , + , , , , , >_ , + , :-�, , , i , + CURRENTLY UNDER CONSTRUCTION + / / UTILITY TY PLAN DRAINAGE E INFRASTRUCTURE TURE AN FFE-496.33 BSMT-496.43 ✓ \ , UTILITIES FFE-497.0 BSMT=486.43 > ' ' + + • i + + + 'i + , STD. C 2 FFE-497.0 _ BSMT=486.43 r r � � BSMT=487.` zUNITS ' /> i> + + + I>i' ,I ' >i ,i ,''i 'i '+ 'i +i ++ ' , +i•.> 'i • , + / / / / //� ../ _ I BSMT=487.` 2UNI-T9 y -• >'> +> , > >i ',, '+i �+ ++> , #'+> •'+ ii +'i+, � 2UNIT580 SVM ' P $ DVDOT STDES ®2MET IL - / > > , > ' , > 860+00 [}�$ 1+00 s-- --4.._ 1+75 --___ _ 6 >i'�>+='� ' ' •+=+> ' \ , ' ' + i + , '> +'> C+oW BRANCH +STREAM' > z ROP SED DCIT :PROP SEDz PROPOSEDz5 -WALL -STA. +00 PR OT STD. E$ 1 3 - 48 T- PU DRAINAGE BENEATH PRVATE ACCE515cJn c�.r� tL IIpROp cFna unor cnnFi G, 475 BW NT. onnn mni n�FLTION- P 47 BG + • + . , ' ++ ' , ' , ' , , + .:l.: + .+ i + ,. ' ' / / // -'-BB: -�'G:� DB G. LOCATED WITHIN PRIV TE _ D $vlElel` GRAPHIC SCALE J. inch = 30 ft. LU W d � JOB NO. 202194 SCALE I" = 30' SHEET NO. 6 ROAD SECTIONS APPROVED UNDER SUB2021-00179 GALAXIE FARM SUBDIVISION ROAD PLANS C% I (PUNT OF P 'A FINISHED GRADE) III6. nnnnnnmm�n4nnmunnnl nnmm�nnnnnnnnnnnnnnnmmnmm�unnnNIE -(PITANTIN NUN A-- 1E E 1/4": 1' 5 TYPICAL STREET SECTION R W oI PUBLIC ROAD Rllr (CALAXIE FAR.Lif LANE - STA. 10f00 TO 14f10� 25 MPH DESIGN SPEED (SC9LE T'=5) C% (PUNT DE FINISHED GRADE) 1/4": 1' 1/4": 1' 2.5 . 10' 10' LAMING CURB (BIKE (TRAVEL uNE) (TRAVEL LANE) STRIP) ICUTIER) LANE) 32' F/ 57F/C R/W-R/W TYPICAL STREET SUCTION- 5�'' PUBLIC ROAD R11r No ON -STREET PARKING ALONG (CALAXIE' F-4" LANE' - STA. 15f41 TO 16f48) ROADWAY 25 MPH DESIGN SPEED (SCZLE T'-5) C% (PUNT OF FINISHED GRADE) 1 L41 1 /4":1' 1 /4":1' HIT W 5 6 ) _I_ (c@G _I_ 8 )_ _I_ 4) 10' 38' 10' 4) _I_ UTTER _I_ B RE (PuRIN - ` CURB .-STREe' II` (WE (BIKE TI TURD WpU( STRIP PARKING LANE (TRAVEL V`NE) (TRAVEL LANE) LANE g rtRt I uTrtR) F/C-F/C R/W 3R/W TYPICAL STREET SUCTION - 63 ' PUBLIC ROAD R/)I' (C.4L.9XIE FARLIf LANE - STA. 16f48 TO 16f91) 25 MPH DESIGN SPEED (SCALE T'-5% TI (PONTT 0= p /Eel NO ON -STREET PARKING ALONG ROADWAY NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS. 'NO PARKING' SIGNS SHALL BE PLACED EVERY 150' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS SHOWN ON THE PLAN LAYOUT SHEETS. ON -STREET PARKING WILL NOT BE STRIPED ALONG THE ROADWAYS. 4_I_ (Ca-e _I_ 6 () BIKE -�I CURB 'II ( PuxnxG LANE) d, STRIP cuTrtR 4":1' 5 Pavement Design - 12F= 1.0 v Location ADT HCV Design CBR SSV Dr Surface IN a Base b a Sub -base h a Din _� , � ADT TOT Ga4'rxieFarm Lane 523 2 543 4 4 12.63 SM-9.5 1.5 2.2E BM-25 3 2.2E 21A 8 0.6 14.93 = / 0* Marie Curie Court 104 2 124 4 4 7.49 SM-9.5 1.5 1.67 BM-25 1 1.67 21A 8 0.6 8.98 Mary Jackson Court 391 2 411 4 4 11.6E SM-9.5 LS 2.2E BM-25 3 2.2E 21A 6 0.6 1373 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 8.9E AOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SE NDAR ROAD IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. L MAPIEEURIEFUURT 9PUBLIE R,w) �P i p 10�P P r xl1i_ I \ / SCOTT R. Ct?LLINSZI Lic. No. 035791 ra pow 10/17/22Nii�� tisrONAL E�Gl - - F _ PI °i u LmLu / I - f _ a- - - - (- - f-1 (- - I Z 1- c % L i / - % 0 (n a, .= s F Lm � m a ' s--L__1 ;m / �=•.xT+:•t••. . i ! 2 Z o. DT DT DT w " LL >I- °T '•.� ___ mT _ mT ___ L°r _ U li / - - R o w .s h \� o r k J l O vLAa<soN co RT _-� � �. �e� N � OT /no 8 5 ,°r LANTNGCCNCREIE 1 I , STRIP) II SIDEwA1H) -r___I___ _r___1___ �_�___ _,- �___ -r___I___ 1 1 L J TRIP GENERATION MAP SCALE = 1"=100' PROPOSED 1.5" SM-9.9A -. SURFACE COURSE PROPOSED Y' SM-u.o OVERLAY 5' I 6' PROPOSED 4' BM-25 EXISTING PAVEMENT TE I�� 25 2.5 INTERMEDIATE COURSE�y IFOR .5"or ao". 1' (CG-s 10� 10, (Ca-5 6' S' 1' EE PAVEMENT CHART IDMA (vurvnxG CURB CURB (PLannxc cDE.A E siDEwpLx) STRIP) n (TRAVEL LANE) (TRAVEL LANE) a STRIP) vocwALx) PROPOSED 9.5" n-B COMPACTED DEPTH OF EACH EXISTING STONE SUB-BAS CUTIERI 24 CUTIER)I F/49F/C AGGREGATE BASE COURSE AVEMENT COURSE COMPACTED SUBGRADE-----__. R/W-R/W COMPACTED SUBGRADE--------___.? TYPICAL STREET SUCTION - 49 PUBLIC ROAD R/�f PARKINGsALONc/\\\///\\\/\\\// NOTE: THIS IS A MINIMUM /ff-4RY JAGKSYON COURT & MA -RIP CURIE COURT) ROADWAY ///\// PAVEMENT DESIGN. °T I LOT � L°. � LDT � °r � LOT inw � /) J 'RIP GENERATION CALCULATIONS \\'� RIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) / ? 3 SINGLE FAMILY DETACHED UNITS (CODE 210) W 5 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220) ce DT: S23 VPD (261 ENTER/ 262 EXIT) ,M PEAK: 39 VPH (io ENTER/ 29 EXIT) M PEAK: S2 VPH (12 ENTER/ 20 EXIT) 25 MPH DESIGN SPEED ASPHALT PAVEMENT (SCALE>"=SJ ASPHALT PAVING - TAPER ALONG ROUTE 20 SECTION SHALL MATCH THE ASPHALT PAVING - MILL/OVERLAY ALONG ROUTE 20 C% I NO SCALE EXISTING PAVEMENT SECTION ALONG ROUTE NO SCALE R/W (PUNT aF R/W zo FINISHED GRADE) 1/4 1• 1 /4..: 1. �- ..:-.. PROPOSED 1.5"-2" SM-g.SA PROPOSE 'hNgwiffiffi SURFACE COURSE SURFAI PROPOSED z 3" BM-zS IFO o.5" TO zz.5". 2.5 25 I INTERMEDIATE COURSE EE PAVEMENT CHART PROPOI 5 e I 10' 10' _ I _ UCD-c _ I _ 6' I 5 1' PROPOSED ATE za-A BA'. 1 coxcRE (vLARB. cuxe �------ N-�TREe (TRAVEL "HE) (TxArvEL LAND �II` cuee'It�(vuxnxc�l-(coxwETE R DEPTH OF EACH siDEwpLx) sTRiP) n PARKING) - n STRIP) eGHCHID) COMPACTED AGGREGATE BAS Icu ER) 30, R)I AVEMENT COURSE _ COURSE COMPACTED F/55' COMPACTED SUBGRAD TYPICAL STREET SECTIONRiW 55' PUBLIC ROAD R/)r (AfARY JACASON COURT - STA. 13f01 TO 13-A49) 25 MPH DESIGN SPEED ASPHAL T PA VING - PROPOSED PUBLIC/PRIVATE ROADS /SCALE >"=5J NO SCALE I NT R/W (PUNT OF R/14 GRANOTE GRI DEDE)) 3, 25 R) 10' 10' iLme 1. SrRIP) (rRAVEL UNE) (rRAVEL LANE)g 22' R E/P 7' R/W 7R/W TYPICAL ALLEY SECTION - 97' PRIMATE ROAD (MERA RUBIN PLACE NO ON -STREET 15 MPH DESIGN SPEED PARKING ALONG (SCALE 1' 5) ROADWAY z. BASE COURSE - VDOT #21A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS. z. INTERMEDIATE BASE COURSE MAY BE A z" BINDER COURSE - SEE PAVEMENT CHART FOR SPECIFIC ROADS (VARIABLE WIDTH) 4" CONIC. NOTE_.' 3, 000 PSI AT 28 DAYS, OR STRONGER -77 4" 21-A STONE BASE ALBEMARLE COUNTY CONCRETE SIDEWALK GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES GENERAL CONSTRUCTION NOTES NO SCALE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE GRADING DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION (296-5832) 48 HOURS IN ADVANCE OF 774E START OF SPECIFICATIONS SHALL GOVERN THE MATERIAL AND C0NS7RUC77ON ME7HODS TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF CONSTRUCTION. OF 7HIS PROJECT. TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS 2. UPON COMPLE77ON OF FINE GRADING AND PREPARATION OF 774E 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY MOTH AND REPLACED WHERE GOVERN. PERFORMED ON 7HE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST NECESSARY WITH SUITABLE MATERIAL TO 7HE SATISFACTION OF THE ENGINEER. 2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL A J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED GRUBBED CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT HI STANDARDS OF VDOT UNLESS OTHERWISE NOTED. DESIGN SHALL BE MADE BY 7HE DESIGN ENGINEER AND SUBMITTED SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE WITH THE TEST RESULTS FOR APPROVAL. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WTHIN SHOULDER PR/OR TO 7HE CONSTRUC77ON OF THE SUBGRADE. OR OTHER CONSTRUCTION. THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR To 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS DRAINAGE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURUR SE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION RCP K17H A MINIMUM COVER OF ONE (1) FOOT. 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED INDICATED ON THE PLANS OR WHERE FIELD COND177ONS INDICATE DRAINAGE CHANNEL. AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF 774E COUNTY J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND CONTROL DEVICES IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR SHOULDER WID7HS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). POINT DEEMED AS NATURAL WATER COURSE. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. PAVEMENT THAT ARE PROPOSED TO BE STATE MAINTAINED: 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER IMDTH 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. DETAIL, SHALL BE STRICTLY ADHERED TO. LESS THAN 10, 7HE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL APPROVAL THE PROPOSED METHOD OF CORRECTION. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND III. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS' BEFORE PLACEMENT OF ROADBED COMPACTION BEFORE BASE IS PLACED. APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE BASE MATERIALS. 9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, k OR Ill PRIOR TO THE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CON7ROL DEVICES AND PLACING AGGREGA7E BASE. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING PUGMILL AGGREGATE BASE WILL BE WAIVED /N THE 4. THETTHAT ORDINANCE AND MANUAL. TREQUIREMENTS R EVENT THAT THE SURFACE COURSE IS BEGINNING THE COMPLETION OF THE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES INSTALLATION EVENT THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF LI COURSE IS APPLIED PRIOR TO 60 DAYS THE PUGMILL REQUIREMENT WILL THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY APPLY. DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING 11.7HE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 AGGREGATE BASE. MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. MPH BELOW 7HE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 12.V/DOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF INSPECTION. INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL ASPHALT (PRIME COAT RC-250 0 0.3 GAL.ISQ. YD.). TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD 8BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA vii. THE CONTRACTORS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OFTHE PROFILES. 13.VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM . DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. S SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO OR 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF IN ACCORDANCE WITH CS VIDEO CAMERA INSPECTION PROCEDURE NOT BE PERMITTED WI7HIN THE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE AND KITH A VDOT OR COU COUNTY INSPECTOR PRESENT. 7RANSPORTA77ON MAY BE LOCA7ED WITHIN THE STREETS RIGHT OF WAY. MAINTENANCE. ASPHALT PAVING - PROPOSED DRI VEWA YS NO SCALE IYA YAC 5-IDTRL R ,YACTN ACCESIBL.BYTRANSFER: 5 PEG'G 3 ,Y ACTVI ESACCENBLE BYRMIP: 0 REOjYO :LACTIVI TYFE'. 3 D 2 3-4" HARDWOOD MULCH OR2"STONE DUST COMPACTED SUBGRAD v vV pA v pA PRIMI TI VE TRAIL WA Y NO SCALE NOTES: B.. THE PEDESTRIAN WALKING TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION TH. z. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL FEATURES. 3. THE TRAIL SHALL BE S'MIN. IN WIDTH WITH A SURFACE OF 3-4" HARDWOOD MULCH OR z" STONE DUST. z" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. TOP 0 CURB 4" NOTE: SEE SITE PLAN FOR UPDATED PLAYGROUND EQUIPMENT CONFIGURATION. PLAYCOVER UMBRELLA 17, STANDARD FABRIC 704672 2„ R 6" a 13" 7„d < A Q Ge 1' 6" I 2' DOTOR STANDARD CG-6 s, E #78 STONE BASE CURB & GUTTER UNDER CURB & NO SCALE CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. AGE GRCI)R. 5-112 5-12 BLIVAIEp PIAYAACRVRIE9 ACCE5 MPH FBT IN9E:0 REM 0 EIF'AIED PIAT ACTVTE3 ACCE5IELE ET RPMP: 0 REM 0 GROLTID LEVELAGTINttttPE: 7 REUD 0 GR@MDLEVELWMITITY: 13REO 0 14+ 8' BELT SEAT W/CHAIN 8' INCLINED PLAYCOVER UMBRELLA 12', 2840 CRAWLTUBE STANDARD FABRIC FRICTION WEAR MAT 7048738 714672 32" X 54" BLACK 994167BK 3.5"ARCH SWING DECKENCL L-SLIDE ' (X 2) 7049071 (3 BAY) 8BELT SEAT MR0930 W/CHAIN 7048135 BONGO JUNGLE 2840 BONGO CLIMBER ONLY PERCH 7147865 FRICTION WEAR MAT 7 VIPPY SEE SAW 32" X 54" BLACK 70(47721 7 EC 8021549 994187BK TWISTED VINE CLIMBER 70486725 TRANSFER POINT CHAMELEON II FS SLIDE 360 DEG 5' BUBBLE 70485139 (5-PLATFORM) TOT SEAT 8' DEC 704875 Q 4666701 WAVE WALKER 2990 9 HIP CLIMBER STOREFRONT PIROUETTE, RED 714613115 (BELOW DECK) 8027630 7047137E W/RUBBER WEAR MAT LBRELLA1 ' UTWISTER CLIMBER HANDRING GROOVEII 7048485 BRIDGE STANNDARDDARD FFABABRIC SLIDE 7148646SR 704672 704838E CHINNING BAR LUCKY LADY BUG 7148435 SPRING RIDER 860 ,,4LPY EQU/p " ' �o� "'esBENCH WRACK 6' DIAMOND ING IPEMA MRSG303D BENCH W/BACK 6' DIAMOND ING c E Rri Fi Eo BENCH WBACK 6' DIAMOND ING MRSG303D MRSG303D PLAYCOVER UMBRELLA 12% ASTM STANDARD FABRIC F1497 714672 irade To venh PrW a P�aioicatio", vial - Site Concepts L.L.C. R0098 44825423742 To promote safe and proper equipment use THE PLAY COMPONENTS IDENTIFIED IN THIS by children. Miracle recommends the PLAN ARE IPEMA CERTIFIED. THE USE AND PO Box 235 PHONE NO: (434) 823-2745 installation of either a Miracle safety sign or LAYOUT OF THESE COMPONENTS CONFORM Crozet,VA FAX NO: (434) 823-2749 COMPLIES TO ASTM/CPSC other appropriate safety signa a near each TO THE REQUIREMENTS OF ASTM F1487. GROUND SPACE: 189'-6" x 46'-W playsyStem'S main entry point(�s) to Inform parents and supervisors of the age AN ENERGY ABSORBING PROTECTIVE SURFACE PROTECTIVE AREA: 205'-0" x 5T-0" appropriateness of the playsystem and IS REQUIRED UNDER &AROUND ALL PLAY DRAWN BY: George Novey DATE: 9/02/2022 COMPLIES TO ADA general rules for safe play. SYSTEMS 0 z z M m Q y� J V m I.I.I cv oC O W� �( W z LU cn J J LU 0 z� z� Q LL V/ x LU W " I �- C O H GG�`' z Ul F-' LL W L.1 1 LI1 W H� J W J J _ O O Lu N F w w 0- JOB NO. 202194 SCALE AS SHOWN SHEET NO. 7 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 0.15 0.65 5 46 0.27 0.45 5 46B 0.31 0.45 5 48 0.26 0.45 5 48B 0.22 0.45 5 50 0.26 0.45 5 50B 0.20 0.45 5 52 0.28 0.50 5 52B 0.30 0.50 5 YDI 6.66 0.20 23 COIA 0.00 0.90 5 YD2 0.36 0.35 10 Structure Area (Acres) Cw to (Min.) YD3 0.08 0.40 5 YD3A 0.28 0.40 5 YD3B 0.28 0.40 5 YD3C 0.21 0.40 5 YD3D 0.15 0.40 5 YD3E 0.25 0.40 5 YD3F 0.12 0.40 10 YD4 0.10 0.50 6 YD4A 0.06 0.50 6 YD4B 0.06 0.50 6 C04C 0.00 0.90 5 YD4D 0.06 0.50 6 YD4E 0.08 0.50 6 C04F 0.00 0.90 5 C04G 0.00 0.90 5 YD4H 0.08 0.40 8 YD4I 0.19 0.40 7 12 0.62 0.50 6 14 0.28 0.90 5 RF24 0.06 0.90 5 RF44B 0.11 0.90 5 YD-5B 0.42 0.45 6 RF36B 0.04 0.90 5 YD1C 0.07 0.60 5 YD1D 0.09 0.60 5 YDIE 1 0.04 1 0.50 1 5 YD-41 r ♦ „ I ♦ 495 B ♦ ♦ / 494 B] 499 � / YD-4A \ ITc=7 min. \ \ 35' OF OLF /AELEV-=7' YD1 E ♦ 40 ` ■` 3 M I 3� •' � w 1 � ■ Tc=10 min. ■ I� 70' OF OLF w/ A ELE .=4' J. 90' OF CONC. FLOW w A ELEV.=15' I \ \ ■ \ _ 3 366 ■ ■ I � � YD1D _ _ - ■ FOR OFFSITE RUNOFF, AND I ■ jl \ ■ ; 4w' \ \ \ \CONTRIBUTINGDRAINAGgqAREAS ■ /\ TO THE NORTHERN BY I Tc=S min.-- \ \ \ STORM SEWER, SEE 'DRAINAGE I 6�' OF OLF \ \ I I I MAP FOR BYPASS STORM SEWER' Iw/ A ELEV = 3� Tc-9 min. 75' OF OLF w/ AELEV.=6, YD-4H / I I \ • WWW.3. / SIXTW so 98BG ■ 5 �BG 505 B 50 BW / I \ 5NTW 8G ^"^"' 4Bx A9fi 496 BW BG 9 494BW YDM-4E YD-4 YD-4 YD-4D 76*0RE MARIE BU�E T�Y CO T )/ - ,, `■ � � C/N SEAM ■ / �/ �/ • J/ �wn as4� j 44�'B // % 00 ow ' 4748 428 / J BgWN 086 BG /J4(� Lic. No. 035791 � 10/17/22 �4 ,�SIONAL S� z 5 W z In ■ ' 1 I \ \ T�1 min. YD1C ■ �_ r // 100' OF OLF w/ A ELEV=5' i ec - - a w w w w ■ SZ2B ' Y ' \ 0' OF CONC. FLOW w/ 4XLE 1' '■ _ ♦�� ANE 14 ��4w ■ ♦ - 80 L9 ■ ■'0��� h ♦ .. ... woo GAV�� � �♦ '� � � YD-3F ■ _ srn. w , 3 532 g I ♦30 - . i u got IP is V�ft - ----... 2 ' aTW � 504TW 5228 ... 5'B 504aG 02BW 5206W 520BG 518B TW 516 TW 514 TW 512 TW 51 6W8G BW I - - � 5 SBW 516 516 51 G S10BG; 508BG 906BG 50 B �_59ZBW SO6TW 5048G J _ I i - I _ I / •. 1 /� � � ' �� � � .� � .� � � III • �� �►.r � .. /� ;::. / _ I` ,�N�. its . Mgt J : , e `.1 ���®�e®�i��o`r .•,,� -� by �►� � I 1• �1 1 I .VillilliYl®1 ®lilldlYYl. ®lilldlifl. ®I°Ilillifl� ,q6 �r6 - �i ��� ,�r ��CI ��I , �� I. �, _ • _•ice= ," © _ � �� . OR L9 MA r ,1► , .............. km Ow JOB NO. �h ......� �\i `SCALE I I I202194 2 p i .� PIPE DESIGN n = 0.013 for RCP n = 0.01 for HOPE Pipe Hydrology Pipe T w yU rn a w 2 2 cIsE c b o E a m a Ci U U ld @ Of ^ S C H e. 9 m cl a y c 0 c v E � E E ui o 1 > Z K Pipe run: Str. 52B-SWIM Facility 52B 52 0.30 0.50 0.150 0.150 5.00 6.67 1.00 1.00 512.25 512.11 27.8 0.01 0.0050 15 4.95 3.13 0.15 52 50B 0.28 0.50 0.140 0,290 5.15 6.62 0.93 1.92 512.01 501.00 147.8 0.01 0,0745 15 19.10 9.85 0.25 50B 50 0.20 0.45 0.090 0,380 5.40 6.54 0.59 2.49 500.90 500.76 27.8 0.01 0.0050 15 4.95 4.03 0.12 50 48 0.26 0.45 0.117 0.497 5.51 6.50 0.76 3.23 500.66 492.75 159.3 0.01 0.0496 15 15.59 9.86 0.27 48 46B 0.26 0.45 0.117 1.261 15.09 4.53 0.53 5.72 490.97 485.50 189.3 0.01 0.0289 15 11.90 9.52 0.33 46B 46 0.31 0.45 0.140 1.590 15.42 4.49 0.63 7.14 484.40 484.19 28.4 0.01 0.0075 18 9.86 6.07 0.08 46 1 44 1 0.27 1 0.45 1 0.122 1,711 15.50 4.48 1 0.54 1 7.66 483.17 481.42 68.4 1 0.01 1 0.0256 18 18.21 9.83 0.12 44 26 0.02 1 0.90 1 0.018 2,042 15.62 4.46 1 0.08 1 9.11 480.45 477.50 130.9 1 0.01 1 0.0225 18 17.07 1 9.74 0.22 26 24 0.00 0.90 0.000 3.726 15.84 4.44 0.00 16.52 472.27 470.60 100.7 0.01 0.0188 24 31.58 10.13 0.17 24 SWIM 0.00 0.90 0.000 3.726 16.01 4.41 0.00 16.52 470.50 470.25 20.8 0.01 0.0121 24 26.96 8.98 0.04 Pipe run: Str. 48B - Str. 48 48B 1 48 1 0.22 0.45 0.099 0.099 5.00 6.67 0.66 0.66 491.86 1 491.72 27.9 0.01 0.0050 15 4.95 2.76 0.17 Pipe run: Str. 44B - Str. 44 44B 1 44 1 0.15 0.65 0.098 0.313 7.25 6.00 0.59 1.88 482.00 1 481.55 27.9 0.01 0.0162 15 8.91 5.74 0.08 Pipe run: Str. 42B - Str. 26 42B 42 0.64 0.45 0.288 0.390 8.71 5.65 1.63 2.20 483.83 482.93 144.6 0.01 0.0062 15 5.51 4.20 0.57 42 40 0.02 0.45 0.009 0.509 9.28 5.52 0.05 2.81 482.83 482.27 90.5 0.01 0.0062 15 5.51 4.49 0.34 40 38B 0.19 0.50 0.095 0.604 9.62 5.45 0.52 3.29 482.17 481.93 35.4 0.01 0.0068 15 5.77 4.85 0.12 38B 38 0.05 0.50 0.025 0.705 9.74 5.42 0.14 3.82 481.83 481.60 29.0 0.01 0.0079 15 6.22 5.30 0.09 38 36 0.13 0.45 0.059 0.764 9.83 5.41 0.32 4.13 481.50 480.50 109.5 0.01 0.0091 15 6.68 5.69 0.32 36 34 0.27 0.45 0.122 1.020 10.15 5.34 0.65 5.45 480.08 479.45 99.5 0.01 0.0063 18 9.03 5.35 0.31 34 32 0.08 0.70 0.056 1.076 10.46 5.28 0.30 5.68 479.35 479.02 59.1 0.01 0.0056 18 8.52 5.14 0.19 32 30 0.12 0.50 0.060 1,136 10.65 5.24 0.31 5.96 478.92 478.50 30.6 0.01 0.0137 18 13.32 7.27 0.07 30 1 28 1 0.16 0.70 0.112 1,374 10.72 5.23 0.59 7.19 477.50 477.31 27.8 0.01 0.0067 18 9.31 5.79 0.08 28 1 26 1 0.62 0.50 0.310 1 1.684 1 10.80 5.21 1.62 8.78 1 476.25 473.511 1 107.9 0.01 0.0247 1 18 1 17.88 10.03 1 0.18 Pipe run: Str. 36B - Str. 36 36B 1 36 1 0.22 1 0.45 0.099 1 0.135 1 5.61 6.47 0.64 1 0.87 1 480.41 480.20 28.1 1 0.01 1 0.0075 1 15 1 6.06 1 3.46 1 0.14 Pipe run: Str. 14 - Out 14 1 12 1 0.28 1 0.90 1 0.252 1 0.252 1 5.00 6.67 1 1.68 1 1.68 1 463.86 463.00 1 35.7 1 0.01 1 0.0241 1 15 1 10.03 1 5.98 1 0.10 12 1 OUr 1 0.62 1 0.50 1 0.310 1 0.562 1 6.00 6.35 1 1.97 1 3.57 1 457.83 457.10 1 20.6 1 0.01 1 0.0355 1 15 1 12.17 1 8.60 1 0.04 Pipe run: Yard Drain #1 - Out YD1 C01A 6.66 0.20 1.332 1.332 23.00 3.70 4.93 4.93 514.50 511A0 149.7 0.01 0.0227 24 36.92 8.04 0.31 C01A ourr 0.00 0.90 0.000 1.332 23.31 3.67 0.00 4.93 511.00 496.00 130.6 0.01 0.1149 24 83.07 14.22 0.15 Pipe run: Yard Drain #2 - Str. 30 YD2 1 30 1 0.36 0.35 0.126 0.126 10.00 5.37 0.68 0.68 480.75 480.00 42.0 0.01 0.0179 8 1.75 4.68 0.15 Pipe run: Yard Drain # 3F - Str. 48 YD3F YD3E 0.12 0.40 0.048 0.048 10.00 5.37 0.26 0.26 522.33 520.83 58.1 0.01 0.0258 12 6.20 3.74 0.26 YD3E YD3D 0.25 0.40 0.100 0.148 10.26 5.32 0.53 0.79 520.83 517.25 720.3 0.01 0.0050 12 2.72 2.96 4.05 YD3D YD3C 0.15 0.40 0.060 0.208 14.31 4.64 0.28 0.97 517.25 513.00 45.0 0.01 0.0945 12 11.86 9.01 0.08 YD3C YD38 0.21 0.40 0.084 0.292 14.39 4.63 0.39 1.35 513.00 505.25 125.0 0.01 0.0620 12 9.61 8.57 0.24 YD3B YD3A 0.28 0.40 0.112 0.404 14.64 4.60 0.51 1.86 505.25 499.33 90.2 0.01 0.0656 12 9.89 9.59 0.16 YD3A YD3 0.28 0.40 0.112 0.516 14.79 4.57 0.51 2.36 499.33 497.00 47.5 0.01 0.0491 12 8.55 9.18 0.09 YD3 48 0.08 0.40 0.032 0.548 14.88 4.56 0.15 2.50 497.00 494.25 98.0 0.01 0.0281 12 6.47 7.69 0.21 Pipe run: Yam Drain #4A - Str. 42 YD4A YD4 1 0.06 0.50 0.030 0.030 6.00 6.35 0.19 0.19 489.25 488.75 52.0 0.01 0.0096 12 3.78 2.49 0.35 YD4 42 1 0.10 0.50 0.050 0.110 6.35 6.25 0.31 0.69 488.75 486.00 94.2 0.01 0.0292 12 6.60 5.32 0.30 Pipe run: Yard Drain #4B -Yam Drain #4 YD4B YD4 1 0.06 0.50 0.030 1 0.030 6.00 6.35 0.19 0.19 489.25 488.75 52.0 0.01 0.0096 12 3.78 2.49 0.35 Pipe run: Yam Drain #4E - Str. 42B YD4E YD4D 1 0.08 0.50 0.040 0.040 6.00 6.35 1 0.25 0.25 489.67 489.00 30.9 0.01 0.0217 1 12 5.69 3.59 0.14 YD4D C04C 0.06 0.50 0.030 0.102 8.41 5.72 0.17 0.58 489.00 487.75 53.9 0.01 0.0232 12 5.88 4.74 0.19 C04C 42B 0.00 0.90 0.000 0.102 8.59 5.67 0.00 0.58 487.75 485.50 42.1 0.01 0.0534 12 8.92 6.34 0.11 Pipe run: Yam Drain #4H -Yam Drain #4D YD4H C04G 0.08 0.40 0.032 0.032 8.00 5.81 0.19 0.19 495.75 487.00 60.6 0.01 0.1445 12 1 14.67 1 5.97 0.17 C04G C04F 0.00 0.90 0.000 0.032 8.17 5.77 0.00 0.19 496.00 495.50 28.6 0.01 0.0175 12 5.10 3.07 0.16 C04F YD4D 0.00 0.90 0.000 0.032 8.32 5.74 0.00 0.19 495.50 489.00 33.5 0.01 0.1941 12 17.01 6.92 0.08 Pipe run: Yam Drain #5B - Str. 46B YD-5B RF6A 0.42 0.45 0.189 0.189 6.00 6.35 1.20 1.20 487.99 48T76 45.4 0.01 0.0050 12 2.73 3.35 0.23 RF6A RF6 0.00 0.90 0.000 0.189 6.23 6.28 0.00 1.20 487.76 487.40 71.3 0.01 0.0050 12 2.73 3.35 0.35 RF6 46B 0.00 0.90 0.000 0.189 6.58 6.18 0.00 1.20 487.40 487.25 29.8 0.01 0.0050 12 2.73 3.35 0.15 Pipe run: Yam Drain #1E - Str. 44B YD1E YD1D 0.04 0.50 0.020 0.020 5.00 6.67 0.13 0.13 489.75 486.75 99.4 0.01 0.0302 12 6.71 3.20 0.52 YD1D YD1C 0.09 0.60 0.054 0.074 5.52 6.50 0.35 0.48 486.75 485.41 47.9 0.01 0.0280 12 6.46 4.75 0.17 YD1C RFIB 0.07 0.60 0.042 0.116 5.68 6.45 0.27 0.75 485.41 485.07 68.3 0.01 0.0050 12 2.73 2.93 0.39 RF113 RF1A 0.00 0.90 0.000 0.116 6.07 6.33 0.00 0.75 485.07 484.87 40.5 0.01 0.0050 12 2.73 2.93 0.23 RF1A RF1 0.00 0.90 0.000 0.116 6.30 6.26 0.00 0.75 484.87 484.33 107.7 0.01 0.0050 12 2.73 2.93 0.61 RF1 4413 0.06 0.90 0.054 0.170 6.92 6.09 0.33 1.04 484.33 484.01 64.8 0.01 0.0050 12 2.73 3.21 0.34 Pipe run: Yam Drain #4A - Str. 36B RF4A RF4 0.02 0.90 0.018 0.018 5.00 6.67 0.12 0.12 488.00 486.00 95.3 0.01 0.0210 8 1.90 3.03 0.52 RF4 36B 0.02 1 0.90 0.018 0,036 5.52 6.50 0.12 0.23 486.00 484.00 29.4 0.01 0,0679 8 1 3.41 1 5.45 0.09 Pipe run: Yam Drain #5A - Str. 44B RFSA RF5 0.05 0.90 0.045 0.045 5.00 6.67 0.30 0.30 484.60 484.08 103.9 0.01 0.0050 B 0.93 2.36 0.73 RF5 44B 0.00 0.90 0.000 0.045 5.73 6.43 0.00 0.30 484.08 483.50 37.0 0.01 0.0157 8 1.64 3.51 0.18 Pipe run: Yam Drain #41 - Str. 38B YD41 CO-J 1 0.19 0.40 0.076 0.076 7.00 6.07 0.46 1 0.46 498.25 1 495.75 1 77.0 0.01 0.0325 8 2.36 5.15 0.25 CO-J 3813 1 0.00 0.90 0.000 0.076 7.25 6.00 0.00 1 0.46 495.75 1 487.00 1 75.0 0.01 0.1167 8 4.47 8.11 0.15 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 Z d _^ OJVV 11'll. VVLLIIVJ=-1 w U Lie. No. 035791 � ` ^ 0 Q .0 10 10/17/GG 2 .C4� E >4. ° e ; SSIONAL EVC'l O W o B a > C o < ci C V c� C1 O O p vi y w " rn rn w $ c v v a r E ¢ STR 8 DI-3C 6.0 Left 0A2 0.70 0.084 0.34 0.00 0.34 0.005 0.020 2 0.083 4.1500 5.05 0.88 Right 0.03 0.70 0.021 0.08 0.00 0.08 0.005 0.020 2 0.083 4.1500 3.00 0.99 combined flowl 0.42 1 10.07 0.155 3.56 Left 0.49 0.62 0.304 1.22 1 0.00 1 1.22 1 0.005 0.020 2 0.083 4.1500 8.17 0.65 Le R 0.09 0.90 0.081 0.32 0.00 0,32 0.005 0.020 2 0.083 4.1500 4.98 0.88 Right 0.19 0.90 0.171 0.68 0.00 0.68 0.005 0.020 2 0.083 4.1500 6.59 0.77 STR 14 D"C 8.0 combined flaw 1.0 0.11 0.246 5.63 Left 0.06 1 0.90 0.054 0.22 0.00 0.22 0.005 0.020 2 0.083 4.1500 4.27 0.94 Z g Right 0.04 0.90 0.036 0.14 0.00 0.14 0.005 0.020 2 0.083 4.1500 3.67 1 0.97 STR 18 DI-3C 6.0 combined flow 0.4 0.06 0.140 3.21 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 O u.I ~. (n Right 0.37 0.50 0.185 0.74 0.00 0.74 0.005 0.020 2 0.083 4.1500 6.78 1 0.75 STR 28 DM 1 8.0 combined flow 1.2 0.13 0.282 6.46 d Q LeR 0.14 0.70 0.098 0.39 0.00 0.39 0.005 0.020 2 0.083 4.1500 5.35 0.86 U to Z u- 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 STR 30 DI-3C 6.0 combined flow 0.4 z 0 Q 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 Z 0 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 STR 36 DI-3C 6.0 combined flow 0.5 0.11 0.236 0.22 yy ^ (n CO LeR 0.15 0.50 0.075 0.30 0.00 0.30 0.005 0.020 2 0.083 4.1500 4.84 0.89 W U) Q Right 0.14 0.50 0.070 0.28 0.001O�280.005 0.020 2 0.083 4.1500 4.71 0.89 STR 40 DI-3C 6.0 combined flow 0.09 0.193 4.42Left 0.37 0.45 0.167 0.67 0.000,005 0.020 2 0,083 4,1500 6.52 0.78 z Right 0.27 0.45 0.122 0.49 0.000.005 0.020 2 0.083 4.1500 5.79 0.84 42B D43C 8.0 combined flow 0.12 0.269 6.15 WSTR All 0.16 0.65 0.104 0.42 0.000.005 0.020 2 0.083 4.1500 5.47 0.86 STR 22B DF38 6.0 combined flow 0.10 0.211 4.84 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Manninas Coefficient. in is 0.013 c n a O ❑ - 2 1 > m m m m `w < c ._ 0 @ a Q U N ^ 0 w n _ o c q c q Q @ '� v 2 a ry a w N 2 N N rq m o d a B E c m 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 0.083 4.1500 3.80 0.88 STR 8 D73C 6.0 combined flow 0.68 0.10 1 0.215 4.92 Left 1 0.49 0.62 0.304 1.97 0.00 1.97 0.005 0.020 2 0.083 4.1500 9.80 0.59 Right 1 0.13 0.62 0.081 0.52 0.00 0.52 0.005 0.020 2 0.083 4.1500 5.96 0.83 STR 12 Di-3C 8.0 combined flow 2.5 0.21 0.450 10.31 Left 1 0.09 1 0.90 0.081 0.53 0.00 0.53 0.005 0.020 2 0.083 4.1500 5.97 0.81 Right 0.19 0.90 0.171 1.11 0.00 1.11 0.005 0.020 2 0.083 4.1500 7.90 0.67 STR 14 DF3C 8.0 combined flaw 1.8 0.16 0.340 7.78 Left 0.06 0.90 0.054 0.35 0.00 0.35 0.005 0.020 2 0.083 4.1500 5.13 0.88 Right 0.04 0.90 0.036 0.23 0.00 0.23 0.005 0.020 2 0.083 4.1500 4.41 0.92 STR 18 DI-3C 6.0 combined flaw 0.6 0.08 0.194 4.44 eft 0.25 0.50 0.125 0.81 0.00 0.81 0.005 0.020 2 0.083 4.1500 7.03 0.74 Right 0.37 0.50 0.185 1.20 0.00 1.20 0.005 0.020 2 0.083 4.1500 8.14 0.67 STR 28 DI-3C 8.0 combined flow 2.0 0.18 0.390 8.93 Left 0.14 0.70 0.098 0.64 0.00 0.64 0.005 0.020 2 0.083 1 4.1500 1 6.41 T0.78 Right 0.02 0.70 0.014 0.09 0.00 0.09 0.005 0.020 2 0.083 1 4.1500 1 3.09 1 0.99 STR 30 DI-3C 6.0 combined flow 0.7 1 0.10 0.224 5.14 Left 0.11 0.45 0.050 0.32 0.00 0.32 0.005 0.020 2 0.083 4.1500 4.86 0.88 Right 0.16 0.45 0.072 0.47 0.00 0.47 0.005 0.020 2 0.083 4.1500 5.71 0.84 STR 36 DI-3C 6.0 combined flow 0.8 0.11 0.236 0.22 Left 0.15 0.50 0.075 0.49 0.00 0.49 0,005 0.020 2 0,083 4,1500 5.80 0.83 Right 0.14 0.50 0.070 0.46 0.00 0.46 0.005 0.020 2 0.083 4.1500 5.65 0.84 STR 40 DI-3C 6.0 combined flow 0.9 0.12 0.266 6.11 Left 0.37 0.45 0.167 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 0.00 0.79 0.005 0.020 2 0.083 4.1500 6.95 0.75 STR 42B DI-3C 8.0 combined flow 1.9 0.17 0.371 8.51 All 0.16 0.65 0.104 0.68 0.00 0.68 0.005 0.020 2 0.083 4.1500 6.58 0.78 STR 228 F DF38 6.0 combined flowl 0.7 1 0.13 0.292 1 6.69 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) 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 Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Inlet Hydrology Curb and Gutter Inlet s v m d 0 _M t. 0 m t a m N C �1 s C U N p N N O C m w N ^O >. N K m C m _ o s m n + m 4 m v m N hi + x ry 'm N o> O W O [Ti is N 3 m > o ii rn 10 = > 3 m 4 N 5 92 >O o 3 ar 5 �_ y d d > '^ .. w 10 O a 3 v '9 & Ig c d C J m N C rn X J Z' O '� a ❑ m C 5 2` N W W w i C + X .j O Z > m J f O N N U 'm' L' OI N N U q J 1 oC 1 V O y`, W `J W N V Oo x C O fO N Ir N J C G i E O O N y J 2. E pO Li 2i a > J d U U O O C7 rn F w m w tiri J J W O Cy K a > J Q U U O O Cf h w w r w m rn w J J W O O u m 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 - 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 3B 6.0 0.08 0.60 0.D48 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 - 20 3B 6.0 0.08 0.60 0.048 0.31 0.00 0.31 0.025 0.02 2 0.083 4.1500 3.62 0.97 3.5120 0.1463 0.1619 4.60 1.30 1.00 0.31 0.00 - 22B 3B 8.0 0.19 0.75 0.143 0.57 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 - 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 3B 4.0 0.12 0.50 0.060 0.24 0.00 0.24 0.005 0.02 2 0.083 4.1500 4.45 0.88 3.5120 0.1463 0.1488 2.66 1.50 1.00 0.24 0.00 - 32 36 4.0 0.12 0.50 0.060 0.39 0.00 0.39 0.005 0.02 2 0.083 4.1500 5.34 0.88 3.5120 0.1463 0.1488 3.27 1.22 1.00 0.39 0.00 _ 34 38 6.0 0.08 0.70 0.056 0.22 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 - 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 3B 6.0 0.22 0.45 0.099 0.40 0.00 0.40 0.005 0.02 2 0.083 4.1500 5.37 0.79 3.5120 0.1463 0.1356 3.48 1.73 1.00 0.40 0.00 - 36B 38 6.0 0.22 0.45 0.099 0.64 0.00 0.64 0.005 0.02 2 0.083 4.1500 6.44 0.79 3.5120 0.1463 0.1356 4.26 1.41 1.00 0.64 0.00 - 38 3B 6.0 0.13 0.45 0,059 0.23 0.00 0.23 0.049 0.02 2 0,083 4A500 2.87 0.98 3,5120 0.1463 0.1634 4.94 1.21 1.00 0.23 0.00 - 38 3B 6.0 0.13 0.45 0.059 0.38 0.00 0.38 0.049 0.02 2 0.083 4.1500 3.44 0.98 3.5120 0.1463 0.1634 6.06 0.99 1.00 0.38 0.00 - 38B 38 &0 0.05 0.50 0.025 0.10 0.00 0.10 0.049 0.02 2 0.083 4A500 2.09 0.99 3.5120 0.1463 0A649 3.44 1.74 1.00 0.10 0.00 - 38B 42 38 3B 6.0 4.0 0.05 0.02 0.50 0.45 0.025 0.009 0.16 0.06 0.00 0.00 0.16 0.06 0.049 0.005 0.02 0.02 2 2 0.083 0.083 4.1500 4.1500 2.50 2.62 0.99 0.99 3.5120 3.5120 0.1463 0.1463 0.1649 0.1649 4.22 1.38 1.42 2.89 1.00 1.00 0.16 0.06 0.00 0.00 - - 42 313 4.0 0.02 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 1.13 3.54 1.00 0.04 0.00 - 44 36 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.037 0.02 2 0.083 4.1500 1.95 1.00 3.5120 0.1463 0.1883 2.74 1.46 1.00 0.07 0.00 - 44 36 4.0K022 0.90 0.018 0.12 0.00 0.12 0.037 0.02 2 0.083 4.1500 2.33 1.00 3.5120 0.1463 0.1663 3.38 1.19 1.00 0.12 0.00 - 44B 3B &0 0.17 0.65 0.111 0.44 0.08 0.52 0.037 0.02 2 0.083 4.1500 4.08 0.90 3.5120 0.1463 0A517 6.63 1.21 1.00 0.44 0.00 - 44B 38 &00.65 0.111 0.72 0.27 0.99 0.037 0.02 2 0.083 4.1500 5.19 0.90 3.5120 0.1463 0A517 8.69 0.92 1.00 0.72 0.00 - 46 3B 8.0 0.27 0.45 0.122 0.49 0.00 0.49 0.038 0.02 2 0.083 4.1500 3.96 0.90 3.5120 0.1463 0.1517 6.51 1.23 1.00 0.49 0.00 - 46 3B 8.00.45 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 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 46B 3B 6.00.45 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 3B 8.0 0.26 0.45 0.117 0.47 0.00 0.47 0.040 0.02 2 0.083 4.1500 3.87 0.90 3.5120 0.1463 0.1517 6.51 1.23 1.00 0.47 0.00 - 48 3B 8.00.45 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 38 8.0 0.22 0.45 0.099 0.40 0.00 0.40 0.040 0.02 2 0.083 4A500 3.63 0.93 3.5120 0.1463 0.1561 5.96 1.34 1.00 0.40 0.00 - 48B 3B 8.00.45 0.099 0.64 0.01 0.66 0.040 0.02 2 0.083 4.1500 4.40 0.93 3.5120 0.1463 0.1561 7.38 1.08 1.00 0.64 0.00 - 50 3B 10.0 0.26 0.45 0.117 0.47 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 - 50 38 10.00.45 0.117 0.76 0.17 0.93 0.071 0.02 2 0.083 4.1500 4.50 0.95 3.5120 0.1463 0.1590 10.05 1.00 1.00 0.76 0.00 - 0B3B 8.0 0.20 0.45 0,090 0.36 0.00 0.36 0.071 0.02 2 0,083 4.1500 3.15 0.96 3.5120 0.1463 0.1605 6.69 1.20 1.00 0.36 0.00 - 713 3B 8.00.45 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 38 10.0 0.28 0.50 0.140 0.56 0.00 0.56 0.055 0.02 2 0.083 4.1500 3.90 0.90 3.5120 0.1483 0.1517 7.72 1.30 1.00 0.58 0.00 - 52 36 10.00.50 0.140 0.91 0.00 0.91 0.055 0.02 2 0.083 4.1500 4.68 0.90 3.5120 0.1463 0.1517 9.47 1.06 1.00 0.91 0.00 - 52B 3B 8.0 0.30 0.50 0.150 0.60 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 - 52B 3B 8.0 0.30 0.50 0.150 0.98 0.00 0.98 0.055 0.02 2 0.083 4.1500 4.80 0.90 3.5120 0.1463 0.1517 9.74 0.82 1.00 10.98 10.17 50 LO z M w ZW V 00 O CIA U M Q 06 W z O V) Q G zo 1-4 LL w I Q z LL U Lu W O w 2 a cn JOB IN 202194 SCALE N/A SHEET NO. 9 BYPASS STORM SEWER (NOTE: SEE PREVIOUS SHEET FOR INLET THROAT SIZING) �TH 0F� T�j O G, SCOTT R. LINSZ TID Lie. No. 035791 � �� 10/17/22 �4 OtONAL EGOS w z CD z W Z O U 0 0 U y 3 d m ° ° 3 L y o P 2 N `o U 0 0 0 a 0 U ` `o U O a 0 c J m o ° t 3 N ° a o o 0 N o ° n o 3 D o ai v o a a ° z 0 w z CD z w J o U ` o N U X t E E U o 0 o a o- ° STRUCTURE DRAI N Z Oz uu rr^A V/ H W li z O 2 V to W O > w Z g w n J Q z ti J m Cn J Z DesignYear: to Project: Galaxie Farm Job #: 202194 Prepared by: FGM, PE OU'ILETWA'IER SURFACEELEV MENEM... JUNCTION LOSS> N N n o y L9 Z� M CrI N W N 01 WN N Z' W �_ W Z0 �+ W ~r `4 \.J W W Z W Mimi J N O O U0 z / \ J^ Iz W J Q zU I 1 �i ' �/ Q LL W H X J w r O � 2° z w 1� V z9 < Q 1� w w LU = 1n JOB NO. 202194 SCALE N/A SHEET NO. 10 AGE D (IN) FLOW TYPE INLET TYPE AREA (FT') PERAQETER (F7) A (ACRES) C I (INMR) Q (CAS) 6 DI-7 6.00 12.80 1.11 0.35 4.00 1.55 1.4 WEIR FLOW 6 DI-7 6.00 12.80 1.11 0.35 6.50 2.53 2.0 WEIR FLOW 6 DI-7- 50% Clogged 3.00 6.40 1.11 0.35 6.50 2.53 3.1 WEIR FLOW 6 DI-7- 50% Clogged 3.00 6.40 1.11 0.35 6.50 2.53 3.1 WEIR FLOW 22 DI-1 2.33 9.00 0.55 0.45 4.00 0.99 1.3 WEIR FLOW 22 DI-1 2.33 9.00 0.55 0.45 6.50 1.61 1.8 WEIR FLOW 22 DI-1- 50% Clogged 1.17 4.50 0.55 0.45 6.50 1.61 2.9 WEIR FLOW 22 DI-1- 50% Clogged 1.17 4.50 0.55 0.45 6.50 1.61 2.9 WEIR FLOW YD-2 18" Yard Drain Inlet 0.59 30.25 0.36 0.35 4.00 0.50 0.4 WEIR FLOW YD-2 18" Yazd Drain Inlet 0.59 30.25 0.36 0.35 6.50 0.82 0.8 WEIR FLOW YD-2 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.36 0.35 6.50 0.82 3.1 WEIR FLOW YD-2 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.36 0.35 6.50 0.82 3.1 WEIR FLOW YD-3 18" Yard Drain Inlet 0.59 30.25 0.08 0.40 4.00 0.13 0.2 WEIR FLOW YD-3 18" Yazd Drain Inlet 0.59 30.25 0.08 0.40 6.50 0.21 0.2 WEIR FLOW YD-3 18" Yazd Drain Inlet- 50% Clogged 0.30 15.13 0.08 0.40 6.50 0.21 0.3 WEIR FLOW YD-3 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.08 0.40 6.50 0.21 0.3 WEIR FLOW YD-3A 18" Yard Drain Inlet 0.59 30.25 0.28 0.40 4.00 0.45 0.3 WEIR FLOW YD-3A 18" Yard Drain Inlet 0.59 30.25 0.28 0.40 6.50 0.73 0.6 WEIR FLOW YD-3A 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.28 0.40 6.50 0.73 2.4 WEIR FLOW YD-3A 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.28 0.40 6.50 0.73 2.4 WEIR FLOW YD-3B 18" Yard Drain Inlet 0.59 30.25 0.28 0.40 4.00 0.45 0.3 WEIR FLOW YD-3B 18" Yard Drain Inlet 0.59 30.25 0.28 0.40 6.50 0.73 0.6 WEIR FLOW YD-3B 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.28 0.40 6.50 0.73 2.4 WEIR FLOW YD-3B 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.28 0.40 6.50 0.73 2.4 WEIR FLOW YD-3C 18" Yazd Drain Inlet 0.59 30.25 0.21 0.40 4.00 0.34 0.3 WEIR FLOW YD-3C 18" Yard Drain Inlet 0.59 30.25 0.21 0.40 6.50 0.55 0.4 WEIR FLOW YD-3C 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.21 0.40 6.50 0.55 1.4 WEIR FLOW YD-3C 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.21 0.40 6.50 0.55 1.4 WEIR FLOW YD-3D 18" Yard Drain Inlet 0.59 30.25 0.15 0.40 4.00 0.24 0.2 WEIR FLOW YD-3D 18" Yard Drain Inlet 0.59 30.25 0.15 0.40 6.50 0.39 0.3 WEIR FLOW YD-3D 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.15 0.40 6.50 0.39 0.7 WEIR FLOW YD-3D 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.15 0.40 6.50 0.39 0.7 WEIR FLOW YD-3E 18" Yard Drain Inlet 0.59 30.25 0.25 0.40 4.00 0.40 0.3 WEIR FLOW YD-3E 18" Yazd Drain Inlet 0.59 30.25 0.25 0.40 6.50 0.65 0.5 WEIR FLOW YD-3E 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.25 0.40 6.50 0.65 1.9 WEIR FLOW YD-3E 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.25 0.40 6.50 0.65 1.9 WEIR FLOW YD-3F 18" Yard Drain Inlet 0.59 30.25 0.12 0.40 4.00 0.19 0.2 WEIR FLOW YD-3F 18" Yazd Drain Inlet 0.59 30.25 0.12 0.40 6.50 0.31 0.3 WEIR FLOW YD-3F 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.12 0.40 6.50 0.31 0.4 WEIR FLOW YD-3F 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.12 0.40 6.50 0.31 0.4 WEIR FLOW YD-4 18" Yard Drain Inlet 0.59 30.25 0.10 0.50 4.00 0.20 0.2 WEIR FLOW YD-4 18" Yazd Drain Inlet 0.59 30.25 0.10 0.50 6.50 0.33 0.3 WEIR FLOW YD-4 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.10 0.50 6.50 0.33 0.5 WEIR FLOW YD-4 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.10 0.50 6.50 0.33 0.5 WEIR FLOW YD-4A 18" Yard Drain Inlet 0.59 30.25 0.06 0.50 4.00 0.12 0.1 WEIR FLOW YD-4A 18" Yard Drain Inlet 0.59 30.25 0.06 0.50 6.50 0.20 0.2 WEIR FLOW YD-4A 18" Yard Drain Inlet- 50% Clo ed 0.30 15.13 0.06 0.50 6.50 0.20 0.3 WEIR FLOW YD-4A 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.06 0.50 6.50 0.20 0.3 WEIR FLOW YD-4B 18" Yard Drain Inlet 0.59 30.25 0.06 0.50 4.00 0.12 0.1 WEIR FLOW YD-4B 18" Yard Drain Inlet 0.59 30.25 0.06 0.50 6.50 0.20 0.2 WEIR FLOW YD-4B 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.06 0.50 6.50 0.20 0.3 WEIR FLOW YD-4B 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.06 0.50 6.50 0.20 0.3 WEIR FLOW YD-4D 18" Yard Drain Inlet 0.59 30.25 0.06 0.50 4.00 0.12 0.1 WEIR FLOW YD-4D 18" Yard Drain Inlet 0.59 30.25 0.06 0.50 6.50 0.20 0.2 WEIR FLOW YD-4D 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.06 0.50 6.50 0.20 0.3 WEIR FLOW YD-4D 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.06 0.50 6.50 0.20 0.3 WEIR FLOW YD-4E 18" Yard Drain Inlet 0.59 30.25 0.08 0.50 4.00 0.16 0.2 WEIR FLOW YD-4E 18" Yard Drain Inlet 0.59 30.25 0.08 0.50 6.50 0.26 0.2 WEIR FLOW YD-4E 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.08 0.50 6.50 0.26 0.4 WEIR FLOW YD-4E 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.08 0.50 6.50 0.26 0.4 WEIR FLOW YD-4H 18" Yard Drain Inlet 0.59 30.25 0.08 0.40 4.00 0.13 0.2 WEIR FLOW YD-4H 18" Yazd Drain Inlet 0.59 30.25 0.08 0.40 6.50 0.21 0.2 WEIR FLOW YD-4H 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.08 0.40 6.50 0.21 0.3 WEIR FLOW YD-4H 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.08 0.40 6.50 0.21 0.3 WEIR FLOW YD-4I 18" Yard Drain Inlet 0.59 30.25 0.19 0.40 4.00 0.30 0.3 WEIR FLOW YD-4I 18" Yazd Drain Inlet 0.59 30.25 0.19 0.40 6.50 0.49 0.4 WEIR FLOW YD-4I 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.19 0.40 6.50 0.49 1.1 WEIR FLOW YD-4I 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.19 0.40 6.50 0.49 1.1 WEIR FLOW YD-SB 18" Yazd Drain Inlet 0.59 30.25 0.42 0.45 4.00 0.76 0.7 WEIR FLOW YD-SB 18" Yard Drain Inlet 0.59 30.25 0.42 0.45 6.50 1.23 1.8 WEIR FLOW YD-SB 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.42 0.45 6.50 1.23 7.0 ORIFICE FLOW YD-SB 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.42 0.45 6.50 1.23 7.0 ORIFICE FLOW YD-IC 18" Yazd Drain Inlet 0.59 30.25 0.07 0.60 4.00 0.17 0.2 WEIR FLOW YD-IC 18" Yard Drain Inlet 0.59 30.25 0.07 0.60 6.50 0.27 0.3 WEIR FLOW YD-IC 18" Yard Drain Inlet- 50% Clo ed 0.30 15.13 0.07 0.60 6.50 0.27 0.4 WEIR FLOW YD-IC 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.07 0.60 6.50 0.27 0.4 WEIR FLOW YD-ID 18" Yard Drain Inlet 0.59 30.25 0.09 0.60 4.00 0.22 0.2 WEIR FLOW YD-ID 18" Yard Drain Inlet 0.59 30.25 0.09 0.60 6.50 0.35 0.3 WEIR FLOW YD-ID 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.09 0.60 6.50 0.35 0.6 WEIR FLOW YD-ID 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.09 0.60 6.50 0.35 0.6 WEIR FLOW YD-lE 18" Yard Drain Inlet 0.59 30.25 0.04 0.50 4.00 0.08 0.1 WEIR FLOW YD-lE 18"Yard Drain Inlet 0.59 30.25 0.04 0.50 6.50 0.13 0.2 WEIR FLOW YD-lE 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.04 0.50 6.50 0.13 0.2 WEIR FLOW YD-lE 18" Yard Drain Inlet- 50% Clogged 0.30 15.13 0.04 0.50 6.50 0.13 0.2 WEIR FLOW DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. in. LENGTH* ft. SLOPE % INVERT IN INVERT pUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 52B DI-3B CG6 8' 519.02 VDOTSTD. IS-1 REQ'D 52A 15 27.80 0.50% 512.25 512.11 HDPE 52 DI-3B CG6 10' 518.90 VDOTSTD. IS-1 REQ'D 51 15 147.76 7.45% 512.01 501.00 HDPE 506 DI-3B CG6 8' 507.80 VDOTSTD. IS-1 REQ'D 50A 15 27.83 0.50% 500.90 500.76 HDPE 50 DI-3B CG6 8' 507.61 VDOTSTD. IS-1 REQ'D 49 15 159.34 4.96% 500.66 492.75 HDPE 48 DI-3B CG6 8' 498.78 VDOTSTD. IS-1 REQ'D 47 15 189.29 2.89% 490.97 485.50 HDPE 466 DI-3B CG6 6' 491.55 VDOTSTD. IS-1 REO'D 46A 18 28.35 0.75% 484.40 484.19 HDPE 46 DI-3B CG6 8' 491.37 VDOTSTD. IS-1 REQ'D 45 18 68.38 2.56% 483.17 481.42 HDPE 44 DI-3B CG6 4' 488.77 VDOTSTD. IS-1 REO'D 43 18 130.91 2.25% 480.45 477.50 HDPE 26 MH-1 - - 486.19 VDOTSTD. IS-1 REQ'D 25 24 100.72 1.66% 472.27 470.60 HDPE 24 MH-1 - - 479.42 VDOTSTD. IS-1 REQ'D 23 24 20.76 1.21% 470.50 470.25 HDPE 486 DI-3B CG6 8' 498.82 VDOTSTD. IS-1 REO'D 48A 15 27.88 0.50% 491.86 491.72 HDPE 44B DI-3B CG6 8' 488.76 VDOTSTD. IS-1 REQ'D 44A 15 27.86 1.62% 482.00 481.55 HDPE 42B DI-3C CG6 8' 489.85 VDOTSTD. IS-1 REQ'D 42A 15 144.64 0.62% 483.83 482.93 HDPE 42 DI-3B CG6 4' 491.03 VDOTSTD. IS-1 REO'D 41 15 90.53 0.62% 482.83 482.27 HDPE 40 DI-3C CG6 6' 489.48 VDOTSTD. IS-1 REO'D 39 15 35.38 0.68% 482.17 481.93 HDPE 386 DI-3B CG6 6' 490.76 VDOTSTD. IS-1 REQ'D 38A 15 28.96 0.79% 481.83 481.60 HDPE 38 DI-3B CG6 6' 490.76 VDOTSTD. IS-1 REQ'D 37 15 109.54 0.91% 481.50 480.50 HDPE 36 DI-3C CG6 6' 487.17 VDOTSTD. IS-1 REO'D 35 18 99.52 0.63% 480.08 479.45 HDPE 34 DI-3B CG6 6' 485.75 VDOTSTD. IS-1 REO'D 33 18 59.13 0.56% 479.35 479.02 HDPE 32 DI-3B CG6 4' 484.50 VDOTSTD. IS-1 REQ'D 31 18 30.63 1.37% 478.92 478.50 HDPE 30 DI-3B CG6 6' 484.43 VDOTSTD. IS-1 REGPD 29 18 27.84 0.67% 477.50 477.31 HDPE 28 DI-3C CG6 8' 484.43 VDOTSTD. IS-1 REO'D 27 18 107.93 2.47% 476.25 473.58 HDPE 366 DI-3B CG6 6' 487.13 VDOTSTD. IS-1 REO'D 36A 15 28.06 0.75% 480.41 480.20 HDPE 14 DI-3C CG6 8' 470.75 VDOTSTD. IS-1 REQ'D 13 15 35.68 2.41% 463.86 463.00 RCP3 12 DI-3C CG6 8' 470.75 VDOTSTD. IS-1 RECPD 11 15 20.58 3.55% 457.83 457.10 RCP3 YD1 EW-1 - 517.67 YD1-001A 24 149.65 2.27% 514.50 511.10 HDPE C01A Cleanout 24" 516.25 C01A-OUT 24 130.60 11.49% 511.00 496.00 HDPE YD2 Yard Drain Inlet 18" 483.00 YD2-30 8 42.00 1.79% 480.75 480.00 HDPE YD3F Yard Drain Inlet 18" 525.33 YD3F-YD3E 12 58.07 2.58% 522.33 520.83 HDPE YD3E Yard Drain Inlet 18" 523.83 YD3D-YD3D 12 720.30 0.50% 520.83 517.25 HDPE YD3D Yard Drain Inlet 18" 520.25 YD3D-YD3C 12 44.98 9.45% 517.25 513.00 HDPE YD3C Yard Drain Inlet 18" 516.00 YD3C-YD3B 12 124.97 6.20% 513.00 505.25 HDPE YD3B Yard Drain Inlet 18" 508.25 YD3B-YD3A 12 90.19 6.56% 505.25 499.33 HDPE YD3A Yard Drain Inlet W. 502.33 YD3A-YD3 12 47.46 4.91% 499.33 497.00 HDPE YD3 Yard Drain Inlet 18" 500.00 YD3-48 12 98.00 2.81% 497.00 494.25 HDPE YD4A Yard Drain Inlet 18" 492.25 YD4A-YD4 12 52.00 0.96% 489.25 488.75 HDPE YD4 Yard Drain Inlet 18" 492.00 YD4-42 12 94.18 2.92% 488.75 486.00 HDPE YD4B Yard Drain Inlet 18" 492.25 YD4B-YD4 12 52.00 0.96% 489.25 488.75 HDPE YD4E Yard Drain Inlet 18" 492.67 YD4E-YD4D 12 30.88 2.17% 489.67 489.00 HDPE YD4D Yard Drain Inlet 18" 492.00 YD4D-004C 12 53.91 2.32% 489.00 487.75 HDPE C04C Cleanout 12" 491.75 C04C-42B 12 42.12 5.34% 487.75 485.50 HDPE YD4H Yard Drain Inlet 18" 507.50 YD4H-004G 12 60.56 14.45% 495.75 487.00 HDPE C04G Cleanout 12" 505.75 C04GC04F 12 28.62 1.75% 496.00 495.50 HDPE C04F Cleanout 12" 503.00 C04F-YD4D 12 33.48 19.41% 495.50 489.00 HDPE YD-5B Yard Drain Inlet 18" 489.75 YD5B-RF6A 12 45.36 0.50% 487.99 487.76 HDPE RF6A Cleanout 12" 491.67 RF6A-RF6 12 71.34 0.50% 487.76 487.40 HDPE RF6 Cleanout 12" 491.50 RF6-46B 12 29.79 0.50% 487.40 487.25 HDPE YD1E Yard Drain Inlet 18" 491.75 YD1E-YD1D 12 99.37 3.02% 489.75 486.75 HDPE YD1D Yard Drain Inlet 18" 488.75 YD1D-YD1C 12 47.85 2.80% 486.75 485.41 HDPE YD1C Yard Drain Inlet 18" 488.25 YD1C-RF1B 12 68.34 0.50% 485.41 485.07 HDPE RF1B Cleanout 12" 488.50 RF1B-RF1A 12 40.54 0.50% 485.07 484.87 HDPE RF1A Cleanout 12" 490.00 RF1A-RF1 12 107.73 0.50% 484.87 484.33 HDPE RF1 Cleanout 12" 489.48 RF1-44B 12 64.79 0.50% 484.33 484.01 HDPE RF4A Cleanout 8" 489.50 RF4A-RF4 8 95.33 2.10% 488.00 486.00 HDPE RF4 Cleanout 8" 488.00 RF4-36B 8 29.44 6.79% 486.00 484.00 HDPE RF5A Cleanout 8" 490.50 RF5A-RF5 8 103.89 0.50% 484.60 484.08 HDPE RF5 Cleanout 8" 490.50 RF5-44B 8 36.98 1.57% 484.08 483.50 HDPE YD41 Yard Drain Inlet 18" 499.75 YD41-COJ 8 77.00 3.25% 498.25 495.75 ADS CO-J Cleanout 8" 501.33 COJ-38B 8 75.00 11.67% 495.75 487.00 ADS PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe m ° $ c E e � � E �-�, � o i0 ° -, � u in 2 m E a w � o E E E � � j �« i W O W N ~ 0 � 'O ❑ Y C c y � b c Y v Y v 5 E m 'O LL > � E Q Pipe run: ES-1 -Out ES-1 8 15.80 0.55 8.580 8.560 17.00 4.28 38.83 45.70 484.80 479.50 297.1 0.01 0.0172 30 58.28 13.11 0.38 8 8 0.15 0.70 0.705 8.885 17.38 4.25 0.45 48.15 478.40 475.75 182.0 0.01 0.0225 30 88.85 14.84 0.78 8 4 1.11 0.35 0.388 8.074 17.56 4.23 1.84 47.78 475.65 474.74 51.9 0.01 0.0175 30 58.78 13.32 0.08 4 2 21.60 0.25 5.400 18.883 17.63 4.22 22.78 57.00 474.64 471.30 197.6 0.01 0.0189 30 57.77 13.41 0.25 2 OUT 0.00 0.45 0.000 23.483 17.87 4.18 0.00 77.83 488.80 468.25 36.0 0.01 0.0153 38 88.38 14.24 0.04 Pipe run: Str. 18C - Str. 4 18C 18 20.70 0.25 5.175 5.175 15.00 4.55 23.52 23.52 484.50 483.67 38.3 0.01 0.0217 24 36.10 12.18 0.05 18 16 0.10 0.90 0.090 5.409 15.05 4.54 0.41 24.55 481.89 477.44 181.1 0.01 0.0278 24 40.72 13.47 0.20 18 4 0.00 0.90 0.000 5.409 15.25 4.51 0.00 24.55 477.34 474.74 138.4 0.01 0.0188 24 33.60 11.65 0.20 Pipe run: Str. 188-Str. 18 188 18 0.04 0.80 0.038 0.036 5.00 8.87 0.24 0.24 483.71 461.98 47.9 0.01 0.0359 15 13.26 4.05 0.20 Pipe run: Str. 22B Str. 18 228 20 0.08 0.75 0.080 0.080 5.00 6.67 0.40 0.40 482.92 482.64 24.7 0.01 0.0114 15 7.47 3.15 0.13 20 18 0.08 0.80 0.048 0.108 5.13 6.62 0.32 0.72 482.54 481.88 61.3 0.01 0.0080 15 6.84 3.52 0.28 ---_-__- 1 • 1 �� 1 11 1 11 11 11 1 11 I l l m 1 11 1 1 ' : 11 ' :' 11 �' ---_-__----- 1 1 1 1 1 1 1 1 I l l m 1 1 1 1 1 1 , ;®i � '• 1 1 1 ©---_-___ 11 ®' .. • 1 1 • 1® 1 11 1 11 ®1 � 1 . 1 ®� 11 DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. in. LENGTH* ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type RIM* ELEVATION ES-1 ES-1 - 488.50 7 30 297.08 1.72% 484.60 479.50 HDPE 8 DI-3C - 488.13 VDOTSTD. IS-1 REO'D 7 30 161.95 2.25% 479.40 475.75 HDPE 6 DI-7 - 483.00 VDOTSTD. IS-1 REO'D 5 30 51.94 1.75% 475.65 474.74 HDPE 4 MH-1 - 484.25 VDOTSTD. IS-1 REO'D 3 30 197.56 1.69% 474.64 471.30 HDPE 2 MH-1 - 477.00 VDOTSTD. IS-1 REO'D 1 36 36.02 1.53% 468.80 468.25 HDPE 18C ES-1 - 488.11 VDOTSTD. IS-1 REO'D 18C-18 24 38.32 2.17% 484.50 483.67 HDPE 18 DI-3C CG6 488.17 VDOTSTD. IS-1 REO'D 17 24 161.06 2.76% 481.89 477.44 HDPE 16 MH-1 - 486.17 VDOTSTD. IS-1 REO'D 15 24 138.38 1.88% 477.34 474.74 HDPE 18B DI-3B CG6 488.08 VDOTSTD. IS-1 REQ'D 18A 15 47.88 3.59% 483.71 481.99 HDPE 22B DI-3B CG6 490.00 VDOTSTD. IS-1 REQ'D 22A 15 24.66 1.14% 482.92 482.64 HDPE 20 DI-36 - 489.00 VDOTSTD IS-1 REO'D 19 15 61.30 0.90% 482.54 481.99 HDPE -OW PT. STA: 17+10.37 LOW PT ELEV: 488.o9 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 495 r 0 485 475 470 465 46o PVI STA:i PVI ELEV LV BVCS: v BVCE, EVCS:11 EVCE, O O o PVI STA: 17+94.00 O N O N N HIGH PT STA:16+ 28 w t 35' m o PVI ELEV:487.1z W 00 �00 W HIGH PT ELEV:488.59 00 Ol � + 00 t K: z6.37 o t PVI STA:15+58.86 +t t v LVC:220.00 l r PVIELEV:489.47 r Lij v w u m u W K:z3.58 u m w m w LVC:zoo.00 m 4 EXISTING GRAD \ PROPOSED / \ \ VDOTSTD. CD 2 PROPOSED 0 N VI STA: 13+50.0 0 VD OT ST D. CD-1 \ H. / PROP SED \ a K:2 .69 + a o / VDOT STD. CD 1 \\ `w� LVC: 5o.00 H N -/ YDiC-RFiB \Lu m OWP ELEV: 70.70 JT O PVI S : ii+6 .0008% 4 6 � PVI E EV: 46 .7z PRO OSED7 + K: 26.17 PROPOSED " CL. DI W/L DOTS D. CD- u LV : 146.o W - IE-IN TO EX STING GALA IE FARM LA E INARYJA KSONCOURT LL) m N P OPOS D > TA. 1 +04, ELEV. 95.2 R AD C L Luw to So PRO OSED VDOT TD. CD 1 GALA IE FARM LANE C STA. 15+4 PROPOSED MARY JACK ON COURT /L, S A. 12 27 YDOT STD. CD 2 / .2 D 5, /HIGH PT STA:1 +62.50 HIGH PT ELEV: o VI STA:10+75.0 VI ELE :472.78 :18.8 VGz5. o i VCS:1 +62.50 VCE: o PR POSEDEXISTING ROPOS D VCS:1 +87.50 HEADW4,LL FOR RADE ® HEADWALL FOR VCE: 4 2.36 60" C LVERTS R AD C/L 48" CUL ERTS w w o a) c m o' eo o � v o 0) a, o 00 J J a N 01 Ln n OD t CO W N 00 N 00 t O n A l0 M a) Ln A M O � 0 � W W Ol t a) 0) e4 a) 00 01 W OD 00 00 00 00 CD W a) W a) 1� 00 00 W 00 00 n 1� ^ n t ^ l0 N ^ l0 ^ l0 t0 O 0 l0 rl H �0 ^ I� rl W t t t t t t t t t `t t t t t `t t `t t t `t t `t t t t t t t t ILL 19+50 19+00 18+5o Soo 18+oo 17+50 17+00 16+5o PVI STA:11+24.o8 PVI ELEV:491.10 K:16.67 LVC:So.00 16+oo 15+50 15+00 14+50 14+00 13+50 GALAXI E FARM LANE 25 MPH DESIGN SPEED 500 00 0 Ln o 00 0 --�� +, + a \ ° 4 " PROPOSED EXISTING 495 \ v m ROAD C/L GRADE 495 mw L 490 oMo 1.00% 490 >+15.00 :488.92 0040 PROPOSED PR PROPOSED 6" N z PROPOSED TYPE 6" B.O. K:2.5o OT STD. CD z CL. 52 DI W/L z ASSE BLY C:10.00 )+10.00 485 485 +489.02 0 12.00 489.02 PROPO ED 6" G.V. 48o 48o PROPOSE 8"x6" TEE, (1) 6" G.V. & () COMPLETE FIRE HYDRANT ASSEMBL )POSED 8"x6"TEE, (i) MARIE CURIE COURT C L STA. 10+0 = MARY JACK ON COURT /L, STA. 101 6" G.V. & (2) 8" G.V. 94 475 470 470 WJ Mt Itn !. cc t 01 �Ol 00 Ol MO O1 0)O t a) t O a) OW °sW7 W 9+50 10+00 10+50 11+00 11+50 12+00 MARIE CURIE COURT 25 MPH DESIGN SPEED 12+50 13+00 13+00 12+50 12+00 11+50 11+00 10+50 PVISTA:1z+50.o0 PVI ELEV:490.40 K:25.00 LVC:So.00 10+00 9+50 0 1 495 490 485 we 475 470 465 46o o o �n o N o �n 00 + PVI STA:10+72.50 N a) rl a d PVI ELEV:488.1S N ui N .. v) K:1 .00 PVI STA:ii+84.17 U LVC45.00 PVI ELEV:489.74 u m u w J 50o K:3,33 m w Soo 0 M o kkc LVC: o.00 w 00 m BVCS:11 79.17 a o H t ij o " BVCE:4 9.84 J EVCS:11 89.17 u m v EVCE: 89.79 Q 495 m W PRO OSED 495 APPROXIMATE 1 VDOT ETD. CD z w L CATION OF PROPO D 8"x8" CROSS Q EXISTING 012" I WITH AN "x6" REDUCER, Q DIP W/L (2) 8" V. & (1) 6" G.V. PROPOSED O OSED 0 1 �R70AI) C/L 490 1.00 oo°Xo .000 - / 490 2.0 PROPOSED \ DOT STD. CD- P CULVERT 2 zI / �N0 z PROPOSED 485Ir't 1.0' (DRNG. / / / VDOT STD. CD 1485 AVINITY ESTATES EMERGENCY ACCESS / PC, 8 APPROXIMATE 9 / J/ LOCATION OF 1.0 \ PROPOSED (z) 6" 45° 480-EXISTING 08" (DRNG.- BENDS TO A6"G.V.&6" 480 SANITARY SEWER W/L) TYPE A B O. ASSEMBLY 1.1' (DRNG.-W/L) 45 4.9' (S/L W/L) 5-4 L�IJBIN PLACE C/L. STA. 11+68= EXISTING MARY ACKSON COURT C/L, STA. 16+28 475 GRADE 475 Il Ol _H ('9 ^ 1l ^ M a) t ry V1 00)Ln LLOUJLO� Ln Z m W °� t 00-It O cc t Z t 0 t00 t t - 9+50 10+00 10+50 11+00 11+50 12+00 12+50 VERA RUBIN PLACE 25 MPH DESIGN SPEED 13+00 13+50 14+00 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5OF 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. ROAD DESIGN APPROVED UNDER SUB2021-00179: GALAXIE FARM ROAD & UTILITY PLAN. PLAN SHEETS PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. SCOTT 7R. 001LINS'Z Lic. No. 0357911n 10/17/22 A Z W W z 0 z w ul z z /Q 0- W 0./ Q w LuJ r-) 1 ^4 0 V 1 J Q zJ I -I )--) L I 06 G Q Q 0 LL cl� LU I__q x Q (Q V Lu W W CL 2 LL VI JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 11 PROFILE GENERAL NOTES: 50o ¢ a a 500 T 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN r F _ _ r F F OF �[ SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE ¢ � g J J J = COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD 220 OOF 220 OOF MHn 2 2220 AND BRIDGE SPECIFICATION 303.04(H). o m w 0 w W W m STA:1+oz.4z / 0 0 0 F w w w SC TT R. LINS'Z 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 495 o 0 0 0 N °� 495 RIM:490.25 MHlz EXISTINGo i 0 W LL W o 0 0 O 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. M oo m a N N N m .i m a oo 00 495 INV IN. 477.5o FROM LATERAL STA:z+11. 94 GRADE / ry o 0 0 K a a a 495 L� Lic. No. 035791� 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN SANITARY SEWER BE PROVIDED. co 00 °o o 0 �� + O z z P OPOS D u rn 't F + m INV IN. 475 zo FROM MHlz RIM:490.9z INV IN. 477 95 FROM MH13 m a)06 + 00 00 00 00 a aF 10 10/17 22 4 �o / / / 5. W/L & MUST CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, 0 H a O = Q g > > > GRAD u 0 _ ¢ g > > > INV OUT. 475.00 TO MH-iiA INV IN. 483 So FROM LATERAL 00 z z z p �SSIONAL 1 gF,1�zzz g��zzz INV OUT.477.75TOMH11 -� =��zzzz AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO _� Ln o - - - - SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE 490 490 / SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD 490 490 AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 7/4/ 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY CL. 52 1 PROPOSED SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND 012" ROOF DRAIN / 4. / / GRADE BRIDGE STANDARDS. \ 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN 485 I 485 485 / 485 ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE S NITARY SEWER LATERAL STANDARDS. 0 HAVE A MIN OF 1' OF 45 / 8" CL. 52 DIP W/L 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE VERTICAL SEPARATION ° (1.4' /L-W/L) / (4.5' S/L-W/L)1 z MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL WITH ROOF DRAIN, TYP. ° 77- g AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. STR. 7 480 480 4$° / (1.3' DRN .-S/L) 480 o w vi / ROAD DESIGN APPROVED UNDER SUB2021-00179: J J J J (� a U LL GALAXIE FARM ROAD & UTILITY PLAN. PLAN w w w EXI TING / ' 8"DIP ° SHEETS PROVIDED WITH THIS SITE PLAN FOR Q Q Q a GRADE / ' 180.19LFQe o.58% J INFORMATIONAL PURPOSES ONLY. 475 J J J < 8" DIP 475 475 ' piP o �F 2.4270 475 O z 5 H on cn cn cn cn 156.43 LF @ 1.68% MH-13A / l05 > w Ln `_ `_ `_ STA:o+oo.00 / �"� J VERTICAL GRAPHIC SCALE RIM:467.75 / P s o zs s o zo 470 0 0 0 0 470 INV IN. 459.92 FROM MHll > z 470 / 470 W IN FEET W W N O 1� 0) m '" � Ol H S l0 / 0 / Z 'ce 1 inch ft. � M00 M °It a a� 00 3 a Lu W 't It HORIZONTAL GRAPHIC SCALE 2+25 2+00 1+50 1+00 0+5o 0+00 465 465 50 z°° 0 25 50 1008" DIP ( IN FEET) M H 1 o - M H 5 98.42 LF Qa 15.8o% 1 inch = 50 ft. ni 530 46o 46o 0 m VI STA: 21+75.0 n L ri o VI ELE : 520.1 � N + v K:1 .24 + n ry 'i a m w O r co O N 525 N W LVC: 5.00 N v d; > > 455 0 N J m N �� N J 455 N 'L m W W PROPOSED ^ STA,: 20+0.O1 ww o i o o^0LOPT ° DOTS D. CD- ° ID .°5 Lu a a a a aO I N F VI STA: o+So.o 1 o '^ w 520 N VI ELE : 19. N -0+50 0+00 0+50 1+00 1+50 2+0o 2+50 3+00 3+50 4+00 4+50 5+00 Ln Ln w K:lz .40 U m w LVC: 00.0o m rn PROPOSED M H 1 M H 11A M z P A B.0. 5�5 ASS EMBLY G/' J / \ \ /'1 M SzA PROPOSED 8'x6" TEE, (1) \ �n m LOWPT E : 1 + EV: .So Vn 0 6" G. V. & (i) COMPL TE 1.0' \ o 4g .04 rn W 510 FIRE H DRAN ASSE BLY rn ^ VI STA: 9+25.0 + a VI ELE W/L) \ u > W K:3 :501.4 .16 V) m Q \ w LVC: z5.0o > (V cV \ VERA UBIN 11 11+68 V) MARY JACKS N CO RTC L, STA. 16+28 505 , ° PROP SED 5°5 ? ui i W W I --I \ VDOT STD. CD °o o $ OW T STA: 1+50.0 om �OW T ELE : 487.5 m O �. Ln u PVI ELEV:4 8.30 L 5o0 5oA >„ K:z6.6 m , . Soo W 1.0 LOW P STA:1 +07.90 DRNG. LOW FTELEV 486.39 [� P I STA:1 +07.90L9 \ o o a I ELE 34 :486.50 7 J PROPOSED 8" of LOW PT E EV: 8 4 .lo to Oo � It + 00 LO PT EL V: 484. 0 �6 H m K:z.So / PROPOSE � / 495 CL. 5 DI W/L 0 m VI STA: S+So.o o *� P I STA:1 +79.0o r+ LV ao.00 / PROPOSED 8" 6"TEE, ROAD C/L 495 4-4 Q F-I :4 cn> TIC� `^- � � � u VCS: 1 +oz.90 / (1) 6" G.V. & (z 8" G.V. x u w K: 5 8 7 u m u> w K:lz 3' S �> m BVCE: 486.44 U 6" TEE a w LVC: oo.00 m w LVC:1 5.0o m VC5:1 +lz. o 6" G.V. & (1) COMPLETE 8A EVCE: 486.44 000 `' 49° FIREHY RANT SSEM LY 41 // 490 W Q DRNG. / -PROPOSED W/L) PROPOI / VDOT STD. CD-2 Q O VDO STDSE D-z / � � PR POSED / 46A PROPC DOTS D. CD-1 / 2 °% 485 / oMo _z 00% PR POSED 8" TYPE A 485 W W Fo/ ° B.O ASSE BLY& "G.V. I --I X P _ Q 44A F-' 38' J 48o DRNG �5 3.5 48o J W 4.4' (S/L W/L) W/L) zg 36A DW/L) (�� l0-5 - EXISTING 1. v PROPOSED 8" (8" CRC SS GRADE DRNG. W L Cj 475 WITH A 8"x6" EDUC R, 475 O O PROPOSED 8"x6' TEE, 0 1 13-1z -W/L "G.V. & (i)COVIPLETE 4. ' (S/ FIRE HYDRANT AS EMBL G LAXIE FARM LANE C L STA. 15+42= MAR E CURIE CO RTC L STA. 10+ 0= J CKSO C/L, STA. 2+27 JAC SON /L, S A. 10 94 470 MARY MARY 470 W W 00 lf) W m 00 0 lf1 k N al M la ^ O 't H m 00 N ri H 00 m 0 O 0 0 ri S 00 kD 00 kD al 0 0 0 H 00 O a) O u W J J d �t ^ ll1 a0 N N ri m .t 1� N M la ~ Vl Ecot"031) I� N 00 0 m O M n rl ci m S N N m V7 ul 00 al M 0 00 V) W W rl e•I N rl O N N 00 'i ri �t ,y rl O •i O la 0 0 M o al O 0 O 0) 00 Ol 00 �t a, 00 N al a0 O a) ^ al F 00 00 l° co ^ Lll 00 ^ co S 00 00 Vl 00 00 la 00 Ol la 00 O1 I� 00 Ol 00 00 al rl a, 0 M a, JOB NO. w ^ n ^ n �^ n ^ n ^ n ^ n ^ `n a a"t It a It It a I a I I a a a s I a I 't a n't 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) (H) SHEET NO. 25 MPH DESIGN SPEED 12 0. z of w z z w N Z J 0 U 0 0 U N a 0 0 0 3 m 0 0 U N O 0 0 m a p a c 0 U C O U 0 a E 0 3 520 515 510 505 Soo 495 490 485 475 470 465 46o 458 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+5o 8+oo 7+50 7+00 6+50 6+oo 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. 475 470 PROPOSED VDOT STD. EW-7 WI - SKEW. SEE SHOP DRAWII CONSTRUCTION DETAILS. CULV BE COUNTERSUNK A MINIMU 465 E PROPOSED VDOT STD. EC-1,, RIPRAP WITH A TYPE B INSTA TO BE INSTALLED BETW WING WALLS FOR INLET PRO (W=23', L=1 PR( NORTHERN 60" CULVERT: 76.10 LF SOUTHERN 60" CULVERT: 76.39 LF 455 P O PROPOSED VDOT STD. GR-2 GUARDRA GRAD GRADE POSTS SHALL NOT PENETRATE PROPO SHALL EXTEND 3.6' BELOW GRADE, A: ACCORDANCE WITH VDOT STD. DETAI �� r SPACING SHALL BE 6'-3" IN ACCORDA r, �'7, STD. DETAIL 501.04. SEE SHEET 12 F( -H A 150 PROPOSED END ALL, SEE SHOP IGS FOR DRAWINGS FOR --ONSTRIICTION =RTS TO DETAIL . CULVERTS SHALL BE M OF 6". F, COUNTERSUNK 1, MINIML M OF 6". P. XISTING GRADE PROPOS EC-1, CI LASS II WITH A LLATION INSTAL( EEN THE AS OUT FECTION (W=47', 3', D=2') )POSED 0" CL. II RCP CU VERTS: @ 5.350/ (II=461.54, IO= 57.47') _ @ 5.310/ (II=461.46, I0= 57.40') ww o 0 ^ m v J J W W kp lD 60 u9 0 U) lD Ln l7 C7 7 V' � 7 t �' I 7 W w . 1+75 1+00 0+00 CULVERT- COW BRANCH MH 9 - MH KAPPA SIG 1-9 475 475 PROPOSED VDOT STD. EN IL. GUARDRAIL SHOP DRAWINGS FOR CONSTR IL. 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 > TO BE POSTS SHALL NOT PENETRATE PROPOSED I OF 6". SHALL EXTEND 3.6' BELOW GRADE, AS SHC ACCORDANCE WITH VDOT STD. DETAIL 50: SPACING SHALL BE 6'-3" IN ACCORDANCE STD. DETAIL 501.04. SEE SHEET 12 FOR DE PROPOSED END ALL, SEE SHOP FILL, TYP. DRAWINGS FOR CONSTR CTION u DETAILS. CULVERTS SHALL BE EXISTIN a COUNTERSUNK MINIMt IM OF 6". GRADE \ PROPO: :LASS II EC-1, C ELATION WITH P =EN THE INSTAL FECTION AS OUl >', D=2') (W=47 (POSED 4 B" CL. II RCP CU VERTS: @ 7.55" (II=46 .56, IO=457.27) @ 7.800 (II=46 .51, I0=457.32) WW O G 00 01 O M J J W W 0 (7 't V .t W L 1+75 1+00 0+00 475 475 UARDRAIL :ULVERTS & WN, IN ..05. POST WITH VDOT 470 TAILS. 465 465 iED VDOT STD. LASS II RIPRAP TYPE B LATION TO SERVE 'LET PROTECTION , L=57', D=2') 460 CULVERT- INTERMITTENT STREAM 455 455 ,o O m ocq o� EO ,M J p �zo F M�i> STR:14 DI-3C, L=8' TP=470-75 INV OUT: 463.86 TO 12 P OPOSE GRAD PROPOSED END ALL, S SHOP DRAWI14GS FOR CONSTR JCTION DETAILS. CULVERTS SHALL BE COUNT RSUNK MINIM M OF 6". Y . EXISTING PROPO! GRADE EC-1, C WITH A INSTAL AS OUl 457.10 (W=47' i5" RCP 35.68 LF dal 2.41% LA 3.5" CL. III R Li P 20.58 L Qa 3.5 % W W C) N N o O N l0 W W '0 �D �n 00 O Ln (l Ln l7 l7 7 It W w 7 C 5 0 5 0 5 R SHALL RAISE EXISTING E KAPPA SIG1-9 WITH RINGS SO THAT THE RIM ITH THE ASBUILT GRADE. L7 0 E�3 475 470 465 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 5 T R 1/+-OUT LANE IN THE VICINITY STRUCTURES 12 & 14 FACILITATE THE CONSTRUCTION OF THESE INLETS. THE GR-2 GUARDRAIL POSTS MAY BE OMITTED IN ACCORDANCE WITH VDOT STD. GR-10 TYPE II (VDOT STD. DETAIL 501.18) SHOWN ON SHEET 12. Lie. No. 035791 � 10/17/22 k4� z 3 a w Z F- 0 — ,w a V/ o= z ZLn i Ln W J O 0 Q z 0 w Ln J Q z z W ce L9 z� rti M m t N M WN 0 I11 N z' a W L9 W H O F 0 w w d V) JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 13 495 � NO 495 0 00 0 00) Td0 0It 00 00 J 3 CO 00 00 c N� �ZZZ0 o m STR:4 490 M u F- o a-z z z z F MH-1(6o" ID) 490 LA TP=484.25 D INV IN: 474-74TO6 PROPOSED �CcCc Z� = 1 � INV IN: 474 74TO 16 GRADE CL INV OUT: 474.64TO 2 485 485 RF1B-RF1A 1 DR � rx 48o 48o �6a. 6 " °pF i CD 2.7B% 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 La11.88% DRNG.) 470 470 W W J rl N M N S 01 0 r- N 00 0) Lu lLu 0 rn � H 00 3 c0 0 ri 00 S V1 0 l0 0 d O 00 �.t 0 0 00 17 17 W JIt - 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 NORTHERN BYPASS STORM SEWER PROPOSED GR DE STR:CO-2 520 24" ADS CLEANOUT 520 TP=516.25 INV IN: 511.10 INV OUT: 511.00 i PROPOSED VDOT \ / STD. EW-1 515 / \ 515 / / E ISTING �/ HDPE u RADE bSC� 2.LFa77o 510 149 510 / / INV. IN= 14.50 505 / 505 W / ,Oo 500 / yam,° Soo / PROPOS D VDOT STD. ES-1 495 1 96.00 1 1 1 495 WW J J M L!1 00 n �O V1 0) Lu LueNi .�i tD O 0) 01 l7 l7 ^ ^ u1 ^ v1 `^ v1 W LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 YD-i - OUT EXISTING 495 � -. � � 495 490 1 490 PROP SED GR DE STR:36B STR:36 DI-313, L=6' DI-3C, L=6' TP=487-54 485 TP=487-17 INV IN: 484.00TO RF-4 485 INV IN: 480.i8 TO 36B INV OUT: 480.42 TO 36 INV IN: 480.5o TO 38 NV OUT: 480.o8 TO 34 8" CL. 52 DIP W/L 48o (1. 0' DRNG.-W/L) 480 15" HDPE 475 28.o6 LF @a o.86% 475 W Lu 00 0) J J 6 ry W W 0) 01 Q 0 S It W LL 1+00 0+50 0+00 -0+50 STR. 36B - STR 36 505 500 495 DRAINAGE DESIGN APPROVED UNDER SUB2021-00179: GALAXIE FARM ROAD & UTILITY PLAN. PLAN SHEETS PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. 495 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. 20 495 PROPOSED VDOT STD. ES-1 1 STR:$ WITH RASHRACK. SEE DETAIL DI-3C, L=4' w N THIS SHEET, O k EQUIVI ILENT, FOR TRASI IRACK. (WITH 6o" ID BASE) Q It N TP=488.13 m m0 �D`'p 0 0 J a 490 INV IN: o TO ES-1 479.5 g O � � � � 49 0 INV OUT: 479.4o TO 6 ,$ p It ^ f Q O a F -°0 D� ° Zp ?N°0zzp Ln Ln \� 51Y w II n o H z z v~i II r z z z PROPOSED �3 O 485 _ GRADE O LA0 485 0 M . � )6C O O D . F N Z Z 484.60' ROOFz-4 N'tp F x a > > > 80 2 (V///7/// 8' DRNG.-4 v1 2 H z z z 4 PROPOSED VDOT STD. EC-1, CLASS I 480 PROPOSED VDOT STD. EC-1, CLASSI 30" HDPE FILTER FABRIC U DERLAYMENT TO RIPRAP LINED IN ET PROTECTION 2' 297.o8 LF Qa 1.72% EXTEND TO THE HANNEL's BANK. DEPTH) WIT FILTER FABRIC CONTRACTOR SHALL NOT IMPACT TF E UNDERLAYMENT TO BE INSTALLED IN 30" HDPES RSTOR CHANNEL WITH THE XISTING DITCH R A LENGTH OF 8'. �6y,95LF STORM SEWER ON.BYPASS INSTALLATION. 475 @ z.z SQo L=110'f, W,=10 5', W2=18', D=2' 475 \ _ _ ROPOSED VDOT STD. ES-1 30" HDPE 30" HDPE - 51.94 LF Qa 1.75% z5 -197.56 LF@y.69� 468.25' 470 (1.3' DRNG.- 470 DRNG.) 36" HDPE 465 36.02 LF Qa 1.53% 465 5.7 PPROXIMATE LOCATION C IF EXISTIN 8" SANITARY SEW R 46o 460 W W 00 O tD rn 00 O .t O CO n d m n N N O .t LO rn H rn LD H n ~ Ol00 n O O N 01 M O I� n 0 O O � n Ol M CO S M M M M .t M Ol ^ M H '6 N �} N 01 S S rn ci f M O N O N LD Ol 00 00 W W 00 m m rb 00 00 rb CO 00 m m 00 00 m 00 ao 00 m m m d m m m 00 00 .t .t .t .t S Lu LPL 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+50 7+00 7+50 8+oo 8+5o 9+00 SOUTHERN BYPASS STORM SEWER PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 218, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". - 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS. } s0 co `0 m m � p omo O 0� lD OOO / p� \ N M 0 mN 00 ~ TO a Mm ry a O II O co MID EXISTI G Aq o o6 _ ' `� °'t yr N ry J rn aZ / J i V p� GRA E �� o o°It o�H N� ��rp m Iazzp `D H rn 1D '" 'a Cal- mM. m a ? O � Co N too v~i o IL / J S O N M ?O^1 mJ W zz- 0' T I >> pJ Ol �� N MO MO lA Q1 S LL' M IS- - O VI F Z Z �-% cc-Z O OOO ON Lm ON �J v �� �pFzzz F_'a» ROPO ED H CD M .00 - - tnaHZZ GRA E 0 ZJ O z z F H MkD D Oro, mo -0 / u 00 l?^ CO ^ o490 z�/ 8' CL. 2 DIP W L o 00 M a � -1 .tS It M 0 .4' D NG.- / p D � p L^_~Z >> Z,�„o'zz CO - >> WATERSERVICE CROS INGzzzg ba FN / 15" HDPE 0 D NG.- L 0^ e 485 N o v 't / 28.96 LF 1S" HDPE s��.. � � a� go.53 LF � 0.62% @ oJ9°� a N a? ? O ' 15" HDPE F- r x ICI > > > g 0- z z z PC T -1 HDPE 109.54 LF 0.91% 5 7�/ / 99.52 LF Qa o.6 3 % 480 �5 (1.0' DRNG / 25" HDPE (1.0 15" HDPE 144.64 LF �a o.62% 0. / / DRNG- RNG - 1 -12 3 fn" STR:38B / DRN ) S/L DI-3B, L=6' 5 18" HDPE 4 3 TP= 2. 49 54 475 470 25' (.3' D NG.- 30.63 LF Qa 1.37% INV IN: 481.93 TO 40 INV IN: 489.00 TO CO-4F (1) DRN .) - STR:30 3 18" HDPE PROPOSED VDOT STD. EC-1, CLASS I INV OUT: 481.83 TO 38 RIPRAP LINED OUTLET PROTECTION L DI-3C, L=6' S9.13 LF Qa o.56% WITH FILTER FABRIC TP=484-43 UNDERLAYMENT (L=15', W=6', D=2') INV IN: 478-So TO 32 wo� 18' HDPE t"HDIPE 27.84 LF @a o.67% INV IN: 480.00 TO YD-2 470 8 INV OUT: 477.5o TO 28 100.72 LF r7a 1.66% 18" HDPE 107.93 LF Qa 2.47% 24" HDPE 20.76 LF Qa 1.210A 465 O N 0) O O N M 0) l(1 N M H ul 01 LD Q1 It 00 M O O M l0 N ~ H l!t N N m W 't .t H Ol n O 00 M 00 XI O N •i n H 00 'iO �O rLl0ujL2u 00 V1 n Vl � 't l0 't Vl �t � d M WCO d 01 l0 n w Q1 n 00 O1Ola) 06 O) O W dl 01 m O M m rl XI m O O Ol O �T n d `T 00 d 00 It 00 d S cc d M .t cc d �T 00 d `T 00 .t .t �T 00 "t 'T a, .t a) a,Ol Ol a) 9+25 9+00 8+5o 8+oo 7+50 7+00 6+5o 6+oo 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 STR. 42B - SWM FACILITY Lic. No. 035791 10/17/22 W z o n rA d z V/ w ZMy i My J O z a z O Iml in wul ul H a I Lu M z J M � W cv oC O Q W� (V 66-el Z ' Lu W J I..L J Z ° z w W " z [� c. C) Ul Q F" L ZW w I� X W Q J � (D O - O N u Lu w W a cxn JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 14 PROPOSE GRADE SOS 500 STR:48B DI-3B, L=8' TP=498.8z^ INV OUT: 491.86 TO 48 495 8" GL. 52 DIP W/L (1.1' DRNG.-W/L) 490 485 m m p m t } 0000 O F- 000 ,n ^ N o -7 N r- a° °ro,mmrn_t J W .t .t d? 00 '4'00 't 0 F 'a >> >> zzzz FI LL, TYP. 495 r / 490 / 15" HDPE 27.88 LF Qa o.5o% EXISTING GRADE 485 480 480 W LU °p a)0aw7 oa UiL o+oo 0+50 STR. 48B - STR 48 PR 495 �'41: �'Ot'o 0 0 PROP SED 0 GRADE a F� H It 00 tJ °0 It �� m° 490 >>o STR B Ln o F z z z' :44 DI-313, L=8' TP=488.76 INV IN: 484.o1TORF-i FILL, INV IN: 4835o TO RF-5 T P. INV OUT: 482.00 TO 44 8" CL. 52 DIP W/L (1.1' DRNG.-W/L) 480 15" HDPE _/ 28.25 LF Qa 1.6o% XISTIN 475 GRADE 490 PROPPROPO 3ED VDOT PROPOSED PR POSED D T ST . ES-1 GRADE STD. ES-1 STING 485 - - - - - - _ _ GRADE 485 25" RCP 111.38 LF @ 137% 8" CL. 52 DIP W/L 48o (1.0' DRNG. W/L) 48o PIP OPOSED VDOT S D. EC-1, CLASS I IPRAP LINED OUI LET PROTECTION WITH FILTER FABRIC UNDERLAYMENT (L=6', Wl 4', W1=8', D=2') 475 475 lD 0 .t 0 M F N It l0 tD a� o Coa a 0+00 0+50 1+00 1+50 1+75 VERA RUBIN PLACE CULVERT LD-269 Rev, 3-83 485 475 470 DRAINAGE DESIGN APPROVED UNDER SUB2021-00179: GALAXIE FARM ROAD & UTILITY PLAN. PLAN SHEETS PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. 1 80 15"CMP \ 4 465 14.8o LF Q7.78%-\ PROPOSED VDOT STD. EC-1, CLASS I RIPRAP LINED OUTLET PROTECTION WITH FILTER FABRIC UNDERLAYMENT (L=20', W=4', D=2') 475 46o 470 470 W W �0 Ql J J � W W � l7 l7 � 1 W LL 0+00 0+50 STR. 44B - STR 44 475 EXISTING G DE 1 470 EXISTING CONCRETE HEADWALL TO REMAIN 490 STR:18 3C, L=6' TP=488.17 I N V I N: 483.67 TO INV IN: 4 81.g9 TO 18B BINV IN: 481.99 TO zo 485 I INV OUT: 481;89 TO 16 467 7465 48o EXISTING CONCRETE HEADWALL TO BE REMOVED WITH THE EXTENSION OF THE 15" CMP CULVERT. CONTRACTOR SHALL CUT THE END OF THE EXISTING 15" CMP & CONNECT THE PROPOSED CMP TO THE EXISTING PORTION OF THE PIPE TO REMAIN WITH A BAND. 463.6o I 460 475 S O J J W W N 0) D N �7 l9 S S W LL 1+25 1+00 0+50 0+00 RTE zo CULVERT EXTENSION PROFILE GENERAL NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 R( AND BRIDGE SPECIFICATION 303.04(H). 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO TH SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT RO. AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETI SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS I ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIP MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENT Project Galaxie Farm Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Vera Rubin Place Culvert Rev. Date Date 8/20/21 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 Whir and 125 = 4.8 in/hr = Shoulder = elev. 488 = CL elev. 488.38 DISCHARGES USED M N ACT Skew 0 ° Cover Varies n Q 10 = 3.10 CFS Detours Available Length Q 25 = 147 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 486.00 So= 1.57% Inv. El. 484.25 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 111.38 Ong. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET nd CULVERT TYPE & SIZE Q Q/B INLET CONT. OUTLET CONTROL HW. VELOCITY Treat, COMMENTS HW/D HW Ke do (dc+D)/2 ho H LSo HW ELEV. C.M. Smooth Inlet Controlled (+1.0') w/ downstream riprap. Velocity (1 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 (6.4fNs) is Proposed 15" RCP Culvert (25 yr) 3.47 3.47 0.88 1.1 0.5 0.6 0.93 0.93 0.55 1.7 - 487.10 6.36 N/A noterrosive in concrete pipe & riprap. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 Design Flood Exceed. Prob. Elev. STR. 5 2 B - STR 2 6 Overtop Flood Exceed. Prob. Elev. SUM MARY & RECOMM ENDATIONS: Base Flood 1 %Exceed. Prob. Elev. STR:52B DI-313, L=8' 0) H 0 N 00 am a m 11 O FL: 0° J 00 i m 0 O M u > Ln F- z ROP SED GRA E XISTI G 15" HDPE 47.88 LF @a W W A N 0 J J W W OJ 00l7 l7 0 00 r W LL 1+00 0+50 0+00 -0+50 STR. 18B - STR. 18 490 485 475 495 0 N 0 11 50 N' STR:2o 495 0 o DI-36, L=b• m - o 1:.:TP=48g.00 No m� INV IN:482.64TO22B r o a > INV OUT:48z.54TO18 vI > I- z 490 PROPOSE 490 GRADE EXISTIN GRADE I 485 485 STR:11 DI-3C, TP=4E INV IN 25" HDPE INV IN 48o 61.3o LF Q0.90% INV IN INV O 15" HDPE 24.66 LF dal 1.14% 475 475 O N M EoL ph O W Ch Ol 00 °° 00 0+00 0+50 1+00 1+50 1+75 STR. z2B - STR. 18 5+50 6+oo 6+5o 7+00 7+50 SCOTT/R. Ct-LLIN' Lic. No. 035791 10/17/22 z g L=6' o I 8.17 : 483.67 TO a a z : 481.99 TO 18B � 481.99 TO zo o J JT: 481.89 TO 16 O r o N DO DO w U) > Z L L z LL L.L 66 UJ W ,^� rJ-r VJ LL J cl� Q z w �(D a C, z G ID LL H I X Q rQ V U LU W O W oc = CL U-) JOB NO. 202194 SCALE 1"=5' (V) 1"=50' (H) SHEET NO. 15 PLANT SCHEDULE: NOTE: 1. ALL LANDSCAPING SHALL BE INSTALLED x SYMBOL BOTANICAL NAME BY THE FIRST PLANTING SEASON FOLLOWING ' THE ISSUANCE OF THE FIRST CERTIFICATE OF + CANOPY TREES OCCUPANCY WITHIN THE DEVELOPMENT. �� AR ACER RUBRUM'OCTOBER GLORY' I 2. ALL LANDSCAPING AND SCREENING SHALL ASL ACER SACCHARUMTEGACY' BE MAINTAINED IN A HEALTHY CONDITION BY �� + BIN BETULA NIGRA'HERITAGE' THE CURRENT OWNER OR A PROPERTY EXISTING TREE LSR LIQUIDAMBAR STYRACIFLUA OWNERS' ASSOCIATION AND REPLACED WHEN �' / �.1 — I L \ +/ ,' CANOPY TO REMAIN LT LIMODENDRON TULIPIFERA � i� f _ NECESSARY. REPLACEMENT MATERIAL SHALL INS NYSSASYLVATICA '\ I /_.- \ COMPLY WITH THE APPROVED LANDSCAPING LOT QB QUERCUS BICOLOR /� I / \ PLAN. � � I I � � / \ QC QUERCUS COCCINEA ' \ I I 7 / / / \ QUERCUC' HELLOS QP CIS QUERCUSSHUMARDII LOT \ I I �// / / \ LAP ULMUS AMERICANA'PRINCETON' \ V \ I I / / UNDERSTORY TREES 8 I I�_-- / / LOT NAG AMELANCHI ER GRAN DIFLORA 6 \ L' CC CERCIS CANADENSIS CD CEDRUS DEODAR CFA CORNUS FLORIDA'APPALACHIAN SPRING' - / � � A�� -/ ' 10 ILEX OPACA LOT \. // / / _r \ / / / / / ,++i 1V IUNIPERUS VIRGINIANA 9 \ / W\� ` / / / ' + , + MV MAGNOLIA VIRGINIANA PICEA ABI ES ' '(d.0 �•7 + ' , ' .. \\ \ 10 �� \ t✓ x �/ / / + ++' , + , + PT PINUS TAEDA EX '-\\ Div \ \ \ \ 5 ✓ \ I ++ a + • + + ' + +� r - --; , , + + CA ' I J III \ / , h W I \\ / / i • ' ' ' ++ ' + + � -N I I LOT I P P 5 D PURL ROAD + + + , QUANTITY COMMON NAME SIZE STREET I BUFFER OPEN TOTAL CANOPY TOTAL LEGACY' SUGAR MAPLE 2-1/2" cal. 1 22 1 22 1 214 4708 HERITAGE' RIVER BIRCH 2-1/2" cal. 3 11 14 397 5558 ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" cal. 23 23 249 5727 TULIP POPLAR 2-1/2" cal. 12 12 387 4644 BLACK GUM 2-1/2" cal. 5 5 151 755 SWAMP WHITE OAK 2-1/2" cal. 12 12 339 4068 SCARLETOAK 2-1/2" cal. 13 13 370 4810 WILLOW OAK 2-1/2" cal. 13 13 419 5447 SERVICEBERRY G-7'ht. EASTERN REDBUD 6'-7' ht. DEODAR CEDAR 6'-8' ht. 8 APPALACHIAN SPRING' DOGWOOD 6'-7' ht. 3 AMERICAN HOLLY 6'-8' ht. 9 EASTERN REDCEDAR 4-5' ht. SWEET BAG MAGNOLIA 6' ht. NORWAY SPRUCE 6' -8' ht. 9 LOBLOLLY PINE 4-5' ht. ISTING TREE NOPY TO REMAIN i \ J u � �.• �\ - � I -� - � y� e r1 ec Ir Isrlreec ' � �. • �crc rc Ic►. `,�. � , r� � � . , ®� .;11� � " �i11Z 11 filllel��Lr'1� 1 r1 rR I(i1'IEEEIp©I'Ii©•iiR7C�lIIeEICE'I�� a1�' s� ��, •�� .. � ��� ' ©111 rs re rc ec Ic Ii �i er* re se Is re Ieee ® '�c� � �\ ' ' � ��:- � � , III° ��ff1111�1! j�11lpeeil©'�©llle! SleplfAO11RI1i11p�611��i11CplAI©1lCeepl`�� ���►,, ■ � � 7r Ir. 1plrrr©1��1�.��� erplfp©IrElrre I! p1 7LI1111e1p1ii���'1i� �,� • � � :. . ,, �.�" \� -�` �IIi1lI��Ilce�o!%'""" ._ IA IR [I'pe��Z iA fi! Lac ee' �II�► �; �Dr ' � "/ I �LIlrE �' ' `� I��IrEC r1 p1��lC�R 11 Irr1�R Ip 11 11 !p 11` 11 f�. • ► ... • _ y1� � •.��•�Ie..7!©EpIIf11CfE Ielrrl©I©Ifi1i1e11� ,�=eE©CI�;;/� . � � �,� � � ■ ■ `"�, . rr1 rA r! Ir ec1z I� ru � �11 ��. ."i .�\ ,� porem ,` R^ IN !^. .. `� ! 4�;�,`• it ,•_►� - sa��// III��\�`. • � \ ��\`\�����!w f -�r��L ��\�1«`� 1a�`�, �����i \ I`\��`\�`\, '�`I►`\i� `'� ��w1' s w �. . • _\0�.. +� I�� ���� \V�+ - \�.<< •��t-.��, �,. � ' _�•. \!\����, •�j� 'tea __- -=�I�_�. _ �w\. \aim=s���`�� T _/ .'_�� = , ♦ �� ' _ �/ �.� ®—MEIMI � I � ��' • - ,�ii'® _ ��% ���" ram• �� _ ��_\�►�:� /_ _ is 094___ !'!ram__ �� a -/°— 7�,��®®.�.�-.�+►=--�--�ilj�I�`` ,III \;,,FIA �. E; � ` i �'` ►�C i��©Ie .lr- .��� .,gip 11 11 E+ 10 I 19 p1 IC IIr� 1`�' � ����` 1.�.�_!� .>, ��,,.1 �� � e t� ��I � '�w/� �...� �I1zocr rc rclsrcl..• � I ��Icrc►�� ��■II�� �J 1 ��, � �� !=ic�� .�crcrc��i�,clii. �sr�• �e SCOTT/R. Ct?LLINSZ Lic. No. 035791,a pow 10/17/22�� tisrONAL E�Gl 15 15 1 130 1950 z U a z g a Q Z 2 2 124 248 10 18 143 2574 6 9 124 1116 9 56 504 8 8 16 128 24 24 113 2712Lu 9 41 369 0 207 0 TOTAL 76382 / / U li / ZW 0 J 0 z K + • +% , a + • + + • AA. GRAPHIC SCALE LOT' ' � � ' + •' ,+ , + ' + + • +'' '' * ' ,+ + + + +> ,+ + ,' ,+'i. + / 3 • , LL{ , 57 M LOT / / ' ' • ♦ ++ + �� / Cur Z LOT + , \ V / , i ' + >Ilj"a > + • , ' ' + 7' ++ E9QSTING'SfRf�A�j d' Cu ' ' + ' v / + , \ • b a + , + + f • a + , + pp LOT a. / �/ / \ \ \ / / / , •+ •> •� a , + + + • ,r + + '+ + s + , a + • • + + , , , '+ , ,+ , + , r / ��� mil', 53 I W o v I III I LOT ' , •• i 1 / ' '•�. y •' ' ' • / / / \\\ \ l '+ ' ', + i' ' ' Y /' ' ' ' ' ' ' ' • ' , x" ' ' + ' + ' , ' + ' + ' + ' + , ' + ' + + ix /// / \ ' '+ ' , • 'I , ' + ' • ' +TR 'P TE'CTIU'fy + ' + f , + + 'a > '• + '+ + '• + ' • '+ a '• �' + ++ i • + / O J — — � , • ,. . ;. :.�, � � LOT / > + a + fEGCIN6'�fi1'P� + ' + + a + ' • a ' • ' + ' + ' . ' + j/ ���Q O + ' • + a + 27 a ' + • i • •ii ' + ' a ' + ' + ' ✓' + ' W j \ / • + ' , ' a + ' STREAh1 BUIF,FE9. • a • +;..:.', + + + '�� + ' + ' ` '/ LO R} / I \ � // LOT � � � ® .' , •' +' > ', ' +'�+ +' •' ,'',+',+',+ ' ,+ ' •' +' >' ,' ,• ,�,'+',• LANDSCAPE CALCULATIONS ��i\\ LOT � \/ , ... + > ' • a ' • ' a + • , • + a • + ' ' • +;`;" , + + , + • � SITE TREE COVERAGE 3 _ \ 1 // \ \ +'+ ' _ '• + 'a ' + ' '+ , ' '•'' ' ' ' + ' ' +, ' + 'EXI�STYN�i TI E@ + +' ' ++ ' ++ ' / REQUIREMENT: CANOPY COVER AT 10 YEARS EQUALS OR IS GREATER '/ V A{y +" ' ' + , ' ' ' ' + + • ' + R ANO� 4AINa+' + / THAN 20% OF GROSS SITE AREA . .° s / \�i\\� LOT /\ 4" '-' ' + ' ' ' 'i • ' + ' , + + + 'a ' • + + + r , ' , + + , , • + 'ffN��a • + / a. ,. ,\ \ , , + , .� .. � , , • + a • + ' • + ' + + , ' + � GROSS SITE AREA 581,6925E 2 \ 0 / a , + • , t. a • > / Ie55 GREENWAYAREA 129,095SF _ _ \ ' , ' / + -+ + X a • a ' • ' , ' ' + + + ' r� + + • , ' + ' , ' / // Ie55 RECREATIONAL AREA &OPEN SPACE 71,936 SF LOT / / a • s '+ ' '' a ' , + , + , + + > ' + ' '+ ' a ' ' +l ' 'T:REAM BUFFf R• a ' ' ' / , + , , + ' / TOTAL DEVELOPMENT AREA 380,661SF �\ 21 ��\ •_ + +, • + - +: i ° ,/ +(w�' + •i' ,+' +++ ••• + + Y TOTAL TREE CANOPY REQUIRED 76,133 SF i a + + , + • + I' , / >° s • ' •.- +.• ° . i 11 , + ' + ', + '+ > ' , ' + • • • ' �_ ', ' , + + a +Q� + '+ a // '/ TOTAL TREE CANOPY PROVIDED 76,3825E l �.> I I + ' + / + + , •. + • a. + + + '�+ , • • + + + • ' i + * v , + '+ + ' , ' + ' a ' + / STREETSCAPE TREES 28 llllll + + ' LOT LOT I + ' ' . ' ' i ' ' ' ' ' '+ ' ', ' ' ' ' ' ' ' + ' ' ' ' + ' + • ' ' / REQUIREMENT: 1 LARGE TREE PER 50 FEET OF PUBLIC ROAD FRONTAGE LOT LOT LOT LOT �3 22 I ' ++ + ' , * �% i ' , ' ' � ' • ' C' • ' + ' ' ' ' + + ' r"• ' , ' • ' , + ' / ORIMEDIUMTREEPER40FEETOFPUBLIC ROAD FRONTAGE 2 26 25 2/t ', ' + + ' ' '\\ ' ' ' '(•�' 'i i+ ' , ', + ','a ' '• , , + 'a+, ' '• 'i>+ ' ' ','+ ' ' / STREET FRONTAGE ALONG GALAXIE FARM LANE 1,371 LF 7 y' �•,. ' ' ' ' ' ' ' • . ' / / REQUIRED STREET TREES 27 _ — EX 6' WOODE • , + ' o • + FENC TO REMAI + • ' - + ' , + . a • ' 3 + , + ' • + , , + + ' , • , + • '+ + '' + + ' • + + ' ' • ' + ' ' 3•' a ' + ' a ' ' + ' PROPOSED STREET TREES 32 I I (NATURAL INISH) TY ® ®:: , / '+ > ' , + ' C NOp'iG0M+ a ••, + '+ > ', / STREET FRONTAGE ALONG MARY JACKSON COURT 2,497 LF Y T AIN' ' ' J + - I 1 • '• ', + +,a ♦ + ' '', ', + ' 'i ' + , , '+ + • ' + ' ' ' • ' ' ' , + '+ + '.Z'+ ', / REQUIRED STREETTREES 50 / ' + ( ) ' 1 ' ' + ' + ' ' i' + + '`' a ' • ' / PROPOSED STREET TREES 45 \ + • + + � + + • , • + + ;. > • >/ , + / / STREET FRONTAGE ALONG MARIE CURIE COURT 585 LF + + + + • , + , + > + + + , + • — _ + � � + X + ' + + + , • + .., + • / REQUIRED STREET TREES 11 i a + + , , •- , a , • + ' , + OZ`+ ', ' / PROPOSED STREETTREES 11 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. AR 0 UAP ASL AG BN CC LSR CD LT CFA NS 10 QB (2) JV QC MV OP PA QS W= r z m I:1 Q 0— co L.L 06 LU z � Q J z LL zU LL U I Q J LL Lu Q J— rl- W W ce JOB NO. 202194 SCALE 1" = 30' SHEET NO. 16 County of Albemarle FENCING AND ARMORING I CONSERVATION PLAN NOTES: Conservation Plan Checklist -To be placed on Landscape Plans TLS �� (Handbook, pp III-284-I11-297 for complete speciRctutans) ` DOUBLE STRAND #12 GAUGE WIRE 111H O WITH RUBBER HOSE & TURNBUCKLES 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO 1. Thef•Ibwins,emrlhanbesave.asMeolan: EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE U Tesestobesaved, �� 2".2" HARDWOOD STAKE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. (1:Li0c', �91 Location and typeofprotecdvefcang, CUT & REMOVE BURLAP FROM TOP 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTEDTT R. LLINS�I1/3 OF BALL AS SHOWN WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. _".`Yv1 !,SCARIFY SUBSOIL TO 4' MIN. DEPTH . NO. 035791i�Msrkinos: _�3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE2 0Allnecstobesavedshallbema,toaw:tnpr,raornbbmatabrightcKodyvoibletoequmentopeatma_ I } MULCH SAUCER COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 0�17�ZZ c�q• LI No grading shall begin until Me tree making has been inspected and approved by a County Inspector. ��� ' DRIP LINE I FINISHED GRADE 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. +++ yp 1 s. Pre Trmo-nmm�cnmdproe: I s`�rONAL ECG TREES UP To a" LA SHALL BE STAKED 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND k7 Tree preservatlon and promaron measures shall be reviewetl wiM Ne covtractor on site. 1/3 HT. OF TREE TREES 4" CAL. OR LARGER SHALL BE > ' + GUYED WITH 3 EQUALLY SPACED PROTECTED' , ' a. Emmmenl Operation and Storage: I I + + + C. ' Heavy equipmmS vehiculm tmfrcand storage of constactim ma[eriale including Boil shell no[be pemdtted within Ne dnpknea of trees TWISTED, g12 GAUGE WIRE WITH HOSE + + ' AND TURNBUCKLES. LOOP HOSE 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR , ' (a.0+ C), to be saved. SNOW FENCE I I - AROUND TRUNK ABOVE BRANCHES AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. AS SHOWN, FLAG WIRES WITH + •, + + S. son Erosion ana serrm.aer Demnnm Devine: L L +i' n=III FOR ADDITIONAL TAPE. REFER TO SPECS 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY b ® Such devrces shall not adversely affed trceaWba saves. I / L =L FOR ADDITIONAL INFORMATION. — = SERVICE S NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM 6. Eger: -I =0 AMENDED SOIL Mlx THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN— +,p TI 111=ii1= �IF=11 III= DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE \ fl Fires are no[ permitted within 1 W me[ oftne ddpline of taw W be saved. �— PMI COMPACTED SUBGRADE PRESERVED AND PROTECTED. _ — — 7. Teak Maermis: � 1:1 \ ® To�emaenalaanaurmtbeamrmwitnwloofeetofMeaapweofo-eeatnneaavm. MI 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE e. Proermebenrmn, ►+'I i191 Tree Planting and Staking Detail REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR fIt O Tm tobema edwrihmaofeetofa dbmldm nr hri a be eddn fmdg �; Not To Scale SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. I I I I LOT'I'll \ �OpOSC g �gsa h p`O y g BOARD FENCE � I Finang anou bempmce maelmR be r�pectea one appavo3 nyocomry lnapeemr pnor to gmdrng or mnaancnmr ow 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE 12 ` \ z 9. Tree Wells: CORD FENCE a�-.�, AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP ■ I g ® When Me gromdlaval nwst be rased w.dw Me ddpWeefatme to be saved,atrea wan shall bee provided andacroshuctlm detail f AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. ■ I —1 I \ a submitted for approval. T ItLU PLISTIC FENCE) TREES UP To 4' CAL. SHALL BE STAKED 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING I l z 10. rree wane: WITH 2-2'a2' HARDWOOD STAKES. THE FINAL CLEAN-UP. I I I _ — — — O In Ll Whenthe ground level must belowered widen the dripline ataw to be saved, a tree wall shall be provided; and a construction detail CORRECT METHODS OF TREE FENCING �I TREES OF 4" CAL. OR LARGER SHALL BE — o abraded for approval. GUYED WITH 3 EQUALLY SPACED, TWISTED, 11. Trendshos nee Tunnelinn 1- _ AND TURNBUCKLES. LOOP HOSE AROUND Z Whin trenching is re;wad within Ne lumts of clearing, it shell be done es far away From the truer oftaea ea possible. Tunneling i X / TRUNK. FLAG WIRES WITH COURVEY TAPE. _ __ — (-) � mderalargehasballbemmshlmadmmdtemaevewnmitisa iapataatlratmeeasary cmngwivamo-oyfea roots. I I / T.M.91-11 I fa , ■ O Q �l iTr FURTHER ToSPECIFICATIONSFORMFOR SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA O k 12. Clete -� / / FURTHER INFORMATION D.B. 5258-620 I N m ® Protectivefmcingshallbethelasti4 removeddiningthefiraldmnup. i d. Damanearram: /�I "d / D.B.1979-46 & 47 PLAT ■ I LOT ® D dtremahallbetreaedimm&d el b fe hti morotlarmetho&mcc=endedb ve &k. amage y yP g. ya �� _ ILL] I I 13 ' W v1) // GUYWIRES WITH RUBBER HOSE AND I Il Q J NOTE: IT IS THE DEV OPER'S RESPONSIBILITY TOCONFERTS. THE CONTRACTOR ON TREE CONSERVATION W I REQUIREMENTS. _ � ��/-,1�\` Q ` (\\I� TURNBUCKLES 2/3 UP TREE 11/17/zO22 ` TOP HARDWOOD STAKES, ALIGN ` OP OF STAKES Landscape Notes OWNERSIGNATURE (DATE) I\\ — ) II, `)` I — M l l IpI MULCH SAUCER LW ■ II L L — — — Uj ��� NYY /IL// AMENDED SOIL MIX CORRECT TRUNK ARMORING I I� flIM�� NO TES: In ■ r -- CONTRACTPURCHASER9IGNATURE (DATE) .YI I Ice s/=/ebPays tnir ••Y1 ICI 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. l TRIANGULAR BOARD FENCE -M— �I THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE LLJ I I LOT — SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF — I I CUT AND REMOVE BURLAP FROM TOP zI . 1/3 OF BALL As SHOWN LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR \ I 14 Tail THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. J \ —III=uI=u SCARIFY sussolL To 4" MIN. DEPTH 2• ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE _ I \ yl.11ll ll COMPACTED SueGRAOE HEIGHT THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO U ■ I SUPPORT THE OVERALL HEALTH OF THE PLANT ■ l \ Evergreen Tree Planting Detail J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED Q ---= Not To Scale /N THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE I — — N PEDESTRIANS i r \ x r, CD PROPOSED 10'— LANDSCAPING EASEMENT I \ \ I x \ _ PROPOSED 10' x LANDSCAPING EASEMENT _ LA1VE \ — — x - - - - AXIE FARM I I - -- — I — — — — ----� — — _ • •,-_=__---------------- — — — --- _ +• + + + '++ + , + + + v •L I \ — + + C i + , ' , T.M.91-13 \ \ --- + + > + ' , + + + LOT M z i I 55 I N COUNTY SCHOOL BOARD OF + � � ALBEMARLE COUNTY, VIRGINIA LOT LOT — — — �� — _ _ • D.B.1033-313 i 41 II 42 •+ — m D.B.1033-313 \ ---- -- ---- -- --- LOT I— —, — — — -- —� -- -- — ---- --1------------- i—1 D.B.619-368 PLAT — _ _ I I -- — — — -- I I -- 56 p�CN g 7/ LOT I I - I I I \' L)3 •• +,•+'', +,, O I— — -,; I = I I — v 0 LOT Q N _ _ a W W J _ _ - = __ ___ 57 N b o \ I m .� Q LOT ++ ' > + ' i, + ✓ \ LOT LOT LOT LOT Ala > 8 W i \ LOT I LOT LOT =__� _� =__ LOT Ex w° - 5 � Z 49 ;.. rx 4 6 I 47 I 48 I 5o I LOT L53.I 2 I LOT .� I .,' :? j. W z 4 I 45 I 4 I I _ I I 5 I 53 W°� LOT F• ��'i a � Q _ o i — _ + o — L9 """ < — — — — - a ;-. ,• '.:: �_ /'� > > ,. a. + w Q W U w w w W W W — x a WN w W NW w W W W W w � — AR Y JACKS N �" — — — 0 OUR — _ / U — — OR POSED— L O PUBLIC RO w ' — e 3 3 ; w i i CPU 3 9 7 Q _ � J L - - r----F-= ----= F — --� +--- - I --- H I � I J LL I ___ __-_ _ J III ___= = I ------_ — \ w W J J j '.. LOT I I I I I LOT I LOT I LOT I LOT I LOT I W I s LOT LOT LOT ____ � -____ ___� I I I = --- -----J 4o I 38 37 1 36 =_= 35 34 33 32 33. 30 LOT LOT L28T I 1 I LOT I 3 LOT LOT LOT LOT I W I LOT LOT �3 22 -__ ___= _ �__ = r = �_ ___ �__ � _ j r ---- __ �_ .r =____= _ 27 z6 25 24 � L I_ — -- I 1_ -- '^ EX 6 ^WOODE ' S S — — 10 10f T.M. 1A—B \ / M M M M — — — — — — 5 M ,.,,.,_ S — OPEN SPACE,P�IASE IV,AVINITY h 3 S S S Of AVON PRO ERTIES,LLC "'— M a JOB NO. � Of T.M.91-1-1E I — — — — — — 2�2194 D.B.22 7-750 \ / M M M AVINITY ESTATES,LL�{ / M M M D.B.4894 228 PLAT D.B. 5124-678—A PLAT \y� \ / / M / — — — — — — — — — M M M M M M M M �M D.B.4990-174 \ N\ / / —GR SCALE LE I I D.B.4894-228 PLAT — �'' D.B 558-379 PLA M / / / T.M.91-16D 30 1 30 so ill = 30l SCOTTSVILLE ROAD HOLDINGS,LLC / II L (� / / / C/ O KAPPA D.B 325GM PG FRATERNITY ( IN FEET SHEET NO. ' D.B.550, PG.608 PLAT 1 inch = 30) ft. I 17 ll 50 m15 • ���1� � laft MITI IN ILI fiA /E _M_oil MI) 'e1 �f .. • some �IIf=� I � �ilii� J ' •�F� • ar ' s�l�l � �I II ar r I�� Ire�l�■ ®Illrlliilll mllllllin ® mrnuuum mrllnnnm .. rninium ,• .,,r i R• a— • mill GRAPHIC SCALE 0 25 50 100 ( IN FEET) 1 inch = 50 ft_ S60 200 S70 �I wkw M... = WE _Rm'M lo'■ipil ■ iE!=ISOlp!!� ltlRlC g 11leLe!!!illFi!!Sl•t`ey 1 s IF ,.�... ■ �lYes!lF�elR�llcl�, ,. .. it �.� ,i �►!! t e• ie�=e! l�rr as lip • +�Kie��ls`sel�e�re OEITr 1'lell�eel���s�9 �E'�r i�llr e'�ln • ' rt his :ls%'i • • • PROPOSED LANDSCAPING oc 76033'43PW 25-43'TIE / T.M.91 i8 WOOD, WENDELL W DB.1727, PG. 674 C10 520 EXIS TING PROPOSED LOTS 22-27 520 51O LANDSCAPING 510 500 JIM _ 500 490 490 48o 48o 470 SCOTTSVILLE ROAD — — — — — _ — — 470 6o (STATE ROUTE 20) 46o In M N 00 ci em'I N 00 1p lD N 00 00 '1 l0 00 00 0 0+00 1+00 2+00 3+00 4+00 CROSS-SECTION #1 «o 5+00 6+oo «o 530 PROPOSED 530 520 EXIST! G LINE OF SIGHI LOTS 18-19 20 510 TREES 510 500 500 490 490 48o 470 SCOTTSVILLEROA� --- ---------------- 48o 0 6o (STATE ROUTE 20) PRO OSED WALL 6o Ql tD d .t �It N 't n O It 0) N 00 It It 0 00 It 0+00 1+00 2+00 3+00 CROSS-SECTION #z 4+00 PROPOSED ,,---VLANDSCAPING 5+00 C60 530 E OF SIGHT _ ---- — LOT 54 530 520 PROPOSED LI S20 510 S10 Soo Soo 490 490 48o -- ------ ----- 480 470 -------� 470 460 — — — — — — — — — — — — — — — — — — — 46o 450 (STATE ROUTE 20) 450 N '0 d 01 n 0 V1 S 0. rl .t d - 0 'i O Ql �.t N ,p l.'1 111 f d M Q. W w dCO N M 6 co 00 S00 t0 ul N n Ol It 0+00 1+00 2+00 3+00 4+00 5+00 CROSS-SECTION #3 6+oo 7+00 SCOTT7R. CBI.LINS'Z Lie. No. 035791,E P 10/17/22�4 Io \L&InXTAl Sly W Z Cd L9 z� M z mmmm� rr; 01 Q 0- yM V W N oC O Q W06 N V) z w z w U L w O Q Z�:4 �-_qM x LL 0 ce W I I u W ul V) L (~ zW w X — � Q rQn F4 0 � V O O N w p w d � JOB NO. 202194 SCALE 1" = 50' SHEET NO. 18