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HomeMy WebLinkAboutSUB202000082 Plan - Revision Road Plan and Comps. 2020-10-13GENERAL NOTES TMPo4600-oo-o0-oigB4 OWNERS: CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE,VAzz901 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: 04600-oo-oo-oEL9134 D.B. Son, PG. i7o 162-75 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA20i8000= WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 20i9) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP20250002.5) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o3.6 BY BOS WITH CONDITIONS. TOTAL PROJECT AREA: 04600-oo-oo-os9B4 - i62-75 AC. (PORTION OF) BLOCK 9 - io.99 AC BLOCK zo - 9.66 AC BLOCK ii -13.92 AC TOTAL = 34.56 AC PROPOSED USE: B5 TOWNHOUSE (VILLA) UNITS ALLOWABLE DENSITY: BLOCK 9: ig UNITS (MIN.) TO 57 UNITS (MAX.) BLOCK zo: 9 UNITS (MIN.) TO 27 UNITS (MAX.) BLOCK zz: zz UNITS (MIN.) TO 53 UNITS (MAX.) PROPOSED DENSITY: BLOCK 9: 33 UNITS BLOCK zo: 24 UNITS BLOCKz1: 28UNITS REQUIRED SPACE: 69 Bio 1322 OPEN SPACE PROVIDED: CIVICIPARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o i.BACRE5 o 2.8ACRE5 .6 ACRES o .6ACRE5 i.o ACRES o.i ACRES ACRES i.z ACRES 8.2ACRES i.3ACRE5 o 10.7 ACRES CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o z. ACRES o. ACRES z. ACRES zACRES 0 3.gy ACRES o.gz ACRES o.3o ACRES .a6 ACRES i.ia ACRES 8.66 ACRES o.Sy ACRES D io.3o ACRES Bg Bio Bzz BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES 14o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5 TO BLOCK 3.9 FRONT SETBACK: 8' MIN. & 25' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: zo' MIN. & NO MAX. GARAGE SETBACKS: i8' MIN. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2oi5. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, z015. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OFzoi9. DATUM: NAVD i988 EXISTING VEGETATION: MOSTLY WOODED. PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. LIGHTING: NO LIGHTING IS PROPOSED. PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (2) PHASE OR ATOTAL OF (3) SEPARATE PHASES. RECREATION: UPLAND PARK (CIVIC SPACE #z) i. OUTDOOR PLAZA AND MEETING AREA 2. TOT LOT PLAYGROUND AREA 3. OPEN RECREATIONAL AREA 4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT, TENNIS COURT, OR SPORT COURT 5. MINIMUM 5 SPACES FOR PARKING 6. TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: TWO (z) OFFSTREET PARKING SPACES ARE PROVIDED PER TOWNHOUSE UNIT. ONE (i) ON STREET PARKING SPACE PER EVERY 4 UNITS IS REQUIRED. B5 UNITS /4 = zz PARKING SPACES REQUIRED zz ON STREET PARKING SPACES PROVIDED BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIALSITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OFTHESE (3) BLOCK AREAS, FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY4, zoos. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREETTREES EVERY 4o' ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 18-27ACRES (54.6%) LOTS: 7.66 ACRES (22.9%) ROW DEDICATION: 7.53. ACRES (22.5%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: i7o,625 SF BUILDINGS, PATIOS/DECKS: 95,76oSF DRIVEWAYS: 37,800 SF AMENITIES: 7,z5o SF TOTAL IMPERVIOUS AREAS: 311,335SF (7.z5ACRES) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUALTRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THEAPPROVED BROOKHILL PROFFERS. SEE SHEETz6. TOTAL PROPOSED UNITS: 85 TOTAL PROPOSED AFFORDABLE UNITS: z3 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. BROOKHILL -BLOCKS ROAD PLAN _I LU f�J\ X L/ Iz Q I2 W LU Ln J m r4 Q i O ///---170 NATURAL UNDISTURBED BU FFER 3P'PLANTEO/REFORESTED / I I I SUB202000082 9, 10, & 11 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA - I I I •\ �� I! I � I I � LEGEND EDGE OF PAVEMENT CURB it ..... PROPOSED ASPHALT PAVEMENT ----- ----- --- - - ------------------------------------------------------------ r-------------------------------------------- _ EXISTING VEGETATIVE/LANDSCAPE BUFFER ------------ GREENWAY BUFFER PROPOSED EASEMENT JA DROP INLET &STRUCTURE NO. \ I f ® DRAINAGE PIPE BENCH MARK r VDOT STANDARD STOP SIGN W OPENSPACE A 1 AI I � Y i PROPOSED HANDICAP PARKING SPACE m _ _ _ « STRIPING v9 m \ I � � 11 _ - �I i PROPOSED ASPHALT 1 I } I I--------200----------- EXISTING CONTOUR zoo PROPOSED CONTOUR ,I Ia v v 5orz71 rc PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP/BACK OF CURB `1 EXTENSION OF ARCHER AVENUE TOASHWOOD -?,a-���'`�,': T/B DENOTES TOP OF BOX o m / BOULEVARD TO BE COMPLETED (UNDER A`- SEPARATE SET OF PLANS) IN ACCORDANCE � ��''�" � � \ s06.71 Tw PROPOSED SPOT ELEVATION ff THE APPROVED BROOKHILL PROFFERS ` \ aos.21 ew � \ WITH , TW DENOTES TOP OF WALL Lori LOT LOTS LOT, �- \', BW DENOTES BOTTOM OF WALL I' PRESERVED STEEP SLOPES \ ROPOSED GREENWAY , l' � OPEN 5PACE `\ MANAGED STEEP SLOPES AS ..• .. ( LOTS PEDESTRIAN AND VEHICLE ACCESS LOT6 1 LOT 34 LOT 3s LOT 36 I'I \ PROPOSED CONCRETE LOT) 'III LOTS) LOT's \ LOT39 t PROPOSED & EXISTING GUARDRAIL i,I - _ � \ \\\ �\ PROPOSED FENCE LOT 33 I I I I LOTS I�f LOT 4o I � \ 1� LOT26 1 - I LOT" LOT 24 I �OT zj I 00 0 00 0O 100 YR. FLOODPLAIN PROPOOSM " PJPLIC RfN � „ \ \FUTURE ROAD EXTENSION -_ (UNDER DIFFERENT SET OFPLANS) � \ I LOT9 I � - ,i ♦ \V // \�\ , ) I 1'1 OPENSPAC \ r LOTnS NS \ \\ LOT ao 1( �1 ' OURTVARD �\ � ' ' 1 LOTS \ •�� � �' LOT e6 � � �� tpo I LOT1i I 1 a W?eopp O \ LOT a. � 1 ,1 �°�o I ! ` 1 •. \�\1 LOT 54 1, Oirp'N'512-�9p� , \ \ \�/ Lr . `I LOT�3 t \ Tt' Lors= I LOT 4s �• \-\ ROPOSED GREENWAY ,\ \ I • � � � � �`_ LOT6n I I LOT 49 i � �� � �77 LOT SR � 1 ' LOT zz I 9 O - \ I OPEN SPACE I I I II , '- ROPOSED GREENWAY ' LOT 6o OPENSPACE �_j_ , Lor / LOTS OT SPACE ' ` � \ \ J. � \ • . r-PROPOSED GREENWAY v LOT 65 ,��• V __ LOf65 \ \ \ LOT 67 LOTH Lor,. LO T. LOT n \\ LOT76 \ Y LOT I I �\ I { I ♦\ Il 1 , ylll \�-- ' --- - ______ -------------------- I I I I I \ SHEET LAYOUT SCALE: 1" = 100' S POLO GROUN� VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title i iA COVER PROFFERS 1B PROFFERS 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 5A LAYOUT PLAN 6 UTILITY PLAN 6A UTILITY PLAN 7 LAYOUT & UTILITY PLAN 8 LAYOUT & UTILITY PLAN 9 GRADING & DRAINAGE PLAN 3.0 GRADING & DRAINAGE PLAN ii GRADING & DRAINAGE PLAN iz GRADING & DRAINAGE PLAN 13 NOTES & DETAILS 14 NOTES & DETAILS 3.5 ROAD & WATERLINE PROFILES 3.6 ROAD & WATERLINE PROFILES 3-7 ROAD & WATERLINE PROFILES 18 SANITARY SEWER PROFILES 3.9 SANITARY SEWER PROFILES Zo STORM SEWER PROFILES zl STORM SEWER PROFILES 22 STORM SEWER PROFILES 23 DRAINAGE MAP 24 DRAINAGE CALCULATIONS 25 DRAINAGE CALCULATIONS 26 SIGHT DISTANCE PROFILES 27 SIGHT DISTANCE PROFILES 28 LANDSCAPING PLAN 29 LANDSCAPING PLAN 3o BOX CULVERT PLAN 31 BOX CULVERT DETAILS 35 TOTALSHEETS ROAD CROSS SECTION NOTES 1- ARCHER AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA202500007 CODE OF DEVELOPMENT. ARCHER AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE z OFTHE COD TITLED' FIGURE io: CONNECTOR ROAD AND MAIN 5 STREET CROSS SECTION" AND AS SHOWN ON THE DETAIL SHEET i3 FOR THE PROPOSED ARCHER AVENUE ROAD CROSS-SECTION. z. EUSTIS AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION z.8OFTHE ZMA201500007 CODE OF DEVELOPMENT. EUSTIS AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE 25 OFTHE COD TITLED "FIGURE 9: CONNECTOR ROAD CROSS SECTION" AND AS SHOWN ON THE DETAIL SHEET 33 FOR THE PROPOSED EUSTIS AVENUE ROAD CROSS-SECTION. 3. FLORA LANE AND KOCH COURT WILL BE DESIGNED TOTHE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENTAND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA LANEAND KOCH COURT ROAD CROSS -SECTIONS. 4. FLORA COURT WILL BE DESIGNED TO THE "PRIVATE STREETS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OFTHE ZMA201500007 CODE OF DEVELOPMENTAND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA COURT CROSS-SECTION. Lie. No. 035791 1 10/13/20 1,1 Z z r U) O_ I J ' ' Q O0J_' U) , ~ ' /(H w Z ' Vl i W O O N N N LU CD CD CD 0 a 00 rn N N T ti z � z M Q (T) N j � M N Q 0 Cn 0 N _ N LLI //__�/I TM��/ VJ W LU O 0 T 1 oC I L LU _ al O U � LU U 0 Ul [-: U J W zLU � cH1 JL w 0 J � o O CD CD N U Uj J G w p w ce t=i1 JOB NO. 182150 SCALE 1 "=100' SHEET NO. 1 TH l� Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR., TRUSTEES; CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHHLL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan'), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment ent and cross- section of Polo Grounds Road ( "Polo Grounds RoadImprovements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed b right under the zoning in existence prior to the approval of this ZMA Y Sh 8 P PP 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public Pure g P P b' facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3 the number of units allowed b t under the R-I Residential zoning PuTP Y right g is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 "Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions P g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable HousingUnit within the Project qualifying as such under Proffer 4. The J q ty' g cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housine. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a vane of housing es including but not limited to for sale units rental units J gh variety g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable HousingUnits. All purchasers of the For -Sale Affordable Housing Units P g (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the units shall be available for sale. This notice shall not be given more than nine 90 days prior () g ninety ) Y to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty 120 day period, the Owner shall have the right q P g �'( ) YP , to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50'") dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibif�. Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be P Y 8r established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50") dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection'). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement P arY and maintenance agreement that is acceptable to the County prior to approval of road laps for gr P tY P PP P Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved b the PP PP Y Albemarle CountyHousing Office. In each subsequent calendar ear, the month] net rent S 9 Y , Y 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3 /o . Y P P ( ) For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing P q g Units may not exceed the maximum rents established in this paragraph 4B 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 Housing 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 an interest in the For -Rent Affordable () Y Ying Y Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing 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 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing 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 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tern, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P h' g PY 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. C. Cash in lieu of Constructing Affordable Dwelling Units. in lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( )> hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annual] until aid to reflect an increase or decrease for the proceeding J Y P, Y P g calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recent] ended the "Annual Percentage Change"). B wa of example, the first annual Y Y ( gY Y adjustment shall be $7,333.18 x 2017 MSU2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount Y aid b the Owner shall not be less than the Minimum Cash Contribution. For each cash P contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P q value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, Y collective] referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the J P In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request b the County, but in no event earlier than one year after the date of Y q Y ty, Y issuance of the first I CO issued for a dwelling within the Project the Owner shall dedicate to the County, ( ) 8 J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY , P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1 C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Snaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. S. Public Hi¢h School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. 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 Pages to Follow] Page 8 of 11 SCOTT R. COLLINSZ Lic. No. 035791,n z O _J a U m Z w M m m O Z J O ¢ in > z w rr `H UJ li z J ti Z Ch C'7 D7 w N Ma � ,H^ v , C'4 ry O 0-) Q W N Z W > w `-' J J Z- ---� w U w H 0 _J T� LU LL Q _-6 pCJ LL. = U WY,� w T� D U) ,^ V/ w w z U O U J J w J Of J J Q = O OO N O UUlw U � H ~ w O r a w = m JOB NO. 182150 SCALE N/A SHEET NO. IA TH IMPROVEMENTS, s v ` 3 ,I PHASER ROADWAY IMPROV PHASE I IMPROVEMENTS INTERSECTION IMPROVEMEMEMS , 'n v & \`\ PROPOSED VOOTR IMOUTk• 9� p / PROVEMENTS-SW P1 \ TTPOSED SHREE\'TT''�rRRE\\EEE\55 pMO\ CONNECTORI)O\A \'.y PHASE I ROADWAY IMPROVEMENTS B A L �� -0-02 - - - - ` fib 1R8 PHASE I INTERSECTION PHASER R ADWAY IMPROVEMENTS M�PROVEMENTS IMPROVEMENTS f--a 6UR BROOKHILL TRA C PHASING PLAN i' PROPOSEDPEDEBTR\ /y CROSS -WALK EXISnNGTREEAREA A \PROeO5E01 I CO STIN( i� 1 ' I 1 {1PRO�) 1 41 EfR PATH*AYC\E Q _L- ) r Y PHASE IV INTERSECTION IMPROVEMENTS 11-V�� POIOORWXOS ROW J ;I PHASE I INTERSECTION IMPROVEMENTS INTERSECTION CONSrRUCr(A) NEW WESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH 375' OF STORAGE EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM SR'OF STORAGETO20e OF STORAGE CONVERT RIO MILLS ROAD A A RIGHT IN/RIGHT-OUTOPERATX)N. INTERSECTION 2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (a) LEFT -TURN AND (a) RIGHT -TURN LANE CONSTRUCT N ro-NTBOLO UND ROUNDS LANE OPO GROUNDS ROAD W ITHaSO FEETOF STORAGE INTERSECTION 3 • CONSTRUCTA RIGHT4N / RIGHT-OU ROADWAY ENTRANCETO ROUTE, • CONSTRUCTA NORTHBO UND RIGH TURN LANE ON US .9 WITH aoR' OF STORAGE. PHASE II INTERSECTION IMPROVEMENTS INTERSECTID 4 R• OADWAY TNORTHBOUND v ROADWAYTOPROVIDE WLER NRNLANE & RI GHT -TURN LANE • 9 RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBO D O ULVARDN LANEO 0 OFSTORA aOULEVARD WITH PEOFSTORAGE. • RODUEVEEASTBOUNDASHWOOD BOUL RIGHT -TURN PPROACH N PROVW (� RIGHT-TUtN LANE PHASE IV INTERSECTION IMPROVEMENTS INTERSECTION S CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE (s) LEFT - TURN LANE AND (0 RIGHT -TURN LANE CONSTRUCT ANEASTSOUNDLEFT - TURN LANE ONPOLO GROUNDS ROADWAY WITH aS& OF STORAGE WITNESS the following signature: OWNERS offTTax nMap Parcel 04600-00-00-018AO: By: �CHARLES R./HA GH By:Y�cFI Qa.n, ®�., IZABETH ANN OGL BY GEf —Q Dale: _Z 4 / 17 OWNERS of TaxMapParcel 04600-00-00-01800: By: _ 1 CHARLES R HAUGH, TI US1� �l J By: L� DOUGLASB. OG BY, TRUSTEE B. Date: J — W' / q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Q> ., m. Y� AnO. Haugh, Its President Date: —PV— �LJ A99AC >'�-�q S/ 2oir 9 Page 9 of 10 GROUNDS ROADWAYAND LANE CONFIGURATION AS / r SHOWN IN THISEXHIBITIS FOR ILLUSTRATIVE PURPOSES ONLY. MAI FINAL DESIGNAND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCEWITH THE i APPROVEDTRAFFICIMPACr ANALYSISANDRNALAPPROVEO ROAC CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENTS. l PROPOSED SALAMANDER CROSSING (3 TOTAL) t x'INVERTED RETAINING A NING WALL9EJD CULVERT HEAD WALL SYSTEM I � 1 -3 I � _ �C SALAMANDER TUNNEL \ ~o FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018110: HORNE LAND CORPORATION, a Virginia corporation By: Qa.,., C:/ date_ IOZ41ZAEdahC. AM 0. Haugh, Its President Date: >'-1 T. 3.o19 OWNER of Tax Map Panel 04600-00-00-0181)0: CRAPTON CORPORATION, a Virginia corporation By: QJt. 0. r-j� Ann O. Haugh, Its President ��� Date: t!23t 5; -ZO ( 91 Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019B4 WHEREAS the application to amend the rollers that were approved with ZMA 2015-00007 for Tax PP P PP Parcels 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600A0A0-019B1, 04600-00-00-0191113, and 04600-00-00-0191314 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11 "); and WHEREAS,ZMA 2018-11 ro oses to amend Proffer Numbers ID IH 6 and 8 of the Proffers that were P P approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector PP J road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P 8 Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284 and for the purposes of public necessity, convenience general welfare and good zoning practices,the Board P P P ty, ,8 8 B hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. s•< 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Co�/`runty Sup Isors Aye Na Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y OWNER of Tao Map Parcel 04600-00-00-019BI: BROCIFIML APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporntion, M ger By: Andre4W10CGinty, Its President Date: S Z3/Zd /aj BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend ZIL�:i Manaer By: Alan R. Tay or, t is President Date: qw, �I"/ I g Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved e d the remainder of funding P PP 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and 9 , WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS the public comments received b the Virginia Department of Transportation P Y 9 P P supported the proposed alignment of the new connector road. PP P P 9 NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Count ervisors Aye Nay Mr. Dill Y — Mr. Gallaway Y — Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y SCOTT R. COLLINSZI F--a Lic. No. 035791,n Z O a Lu ZLu 6 En O Z —1 O Q Ln Vl > z W H W z J L9 0' W N M H N 0Y-t-) W IN z W< > Lu J Z J J LU its •' U) LU I..L F- F- 1 L9 O T--1 0[ 01-1 T-1 LU LL. Z O U 0 W1 Y T--I LU F— \ Ul F— Z w L1�r/J U I..L. O U J J Of J J a = OO O N O w M� UW r-I ~ W 0 d W En JOB NO. 182150 SCALE N/A SHEET NO. 18 �j,TH 0FG No ; -ro 13 E Cos.tsmvz-Tsp S LLI9 li0T _ i I � C5 1C. N0. 0357 1 ' / /O Dg ULcJ" PROPOSED TRAILHEAD ACCESS AREAT �Rb PROPOSED ASHWOOD BOULEVARD CONNECTION UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT TH URN c J Z — Z rS10NAL W z V, PROVIDE PARKING, AN INFORMATION KIOSK YOR MORE INFORMATION ON REQUIRED BUFFER % J c c r' LL v Co w AND APEDESTRIAN ROAD CROSSING TO�Ov TRAILWA `��~ 0 O 90 SHw0OD�6Tji IJ� < I a ACCESS THE MULTI -USE J _ / J� W q LLJ o _d { ` cc — W a' o FOREST LAKES �Q �` ` `- NEIGHBORHOOD i I CO T C' 11 ❑ Q SITE Z W ROUTE x 9 IMPROVEMENT .46B5-i E SWDO < 1 P SP w SWMFACILITY# 3 ' COUNTY OF EMARLE d o'MIN.NATURALBUFFER _ y c� 3 u c J R O R M�<<s q0 'n m YI � Z ROPOSED PRIMITIVE TRAIL WITH - Z w zu W CONNECTION i� • TO FOREST LAKES - /// _ PO Cp GR J z PROPOSED ' II` f1 r © ALBEMARLE COUNTY I - \� RESERVED STEEP SLOPE O(7 NOg pOgp J Z _ a - PRIMITIVE O I,I BLOCK 1 v 11� .'�- _ r71 /.a (TYP.) O Z �J m TRAILWAY J I l I w)� r �O� TRAILS (TYP.) o 'I VICINITY MAP: SCALE: 1" = 2000' U N j� ° "� z cn o U) GENERAL NOTES „�� of \ -- - DEVELOPMENT # , B AN COURT 3 �„ { M ✓' o O H o � AREA(TYP.) 1 t I Z w w 1 a / OWNERS: TMP 04600 oo-00-o18oO TMP 04600-o0-0o-o18Ao w z 1;1 BLOCK 15 I� �I - m' fi < - R. & HAUGH, HAUGH CHARLES UGH C HARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. Vl � wX PO h - 435 PARK ST 2575 SEMINOLE TRAIL T.M. 46 - i88 - CONK I I _ ` J CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902 LLI HORNE LAND CORPORATION - l r' OPEN � \ SPACE I � TMP oy600 oo-oo-olgoo CROCK ETT CORPORATION w � li -- - , ! t': :ta"` �` O C/O HAUGH&HELVIN z p �. \ y+.° BLOCKI� �;4, / (TYP.) �� PROPOSED CIVIC SPACE EASTERN POCKET PARK �;'1�0� 435 PARK ST CHARLOTTESVILLE, VA 229Di C9 ? O C9 ? O En in O BLOCK10 o{ •+ BLOCK 1!} f` /°a� .� (LOCATION TO BE DETERMINED ,, O \ ❑ DEVELOPER: RIVERBENDDEVELOPMENT,INC. 455 SECOND STREET SE, SUITE 400 w w _ - EXISTING ioo-YEAR., ' � t ' /�, WITH FINAL DEVELOPMENT PLAN) -� CHARLOTTESVILLE, VA 22903 w w w x Z z I b �; FEMA FLOODPLAIN (TYP.) - �+ " ENGINEER: COLLINS ENGINEERING F- F- 2 ♦ _ _ PROPOSED VEHICULAR _ °° INTERCONNECTION ACCESS ST,TESVILLE, SUITEE,VA Z z a Z z O z O g - BLOCK 9 i- � PROP ♦� � ,i. + \°°' ,> ! '� °, / CHARLOTETT 2 CHARLOTTESVILLE, VA xz9ox Z O � g m � a z o \ - �' + ° TR W \ - \ TO THE MONTGOMERY o' MIN. NATURAL BUFFER RIDGE NEIGHBORHOOD O E o w a w o ROUTEz 9 ;. J / ♦ o TAX MAP&ZONING: 0 600-00-00-01800 0 600-00-0o-o16Ao o boo-oo-oo-ol oo 4 4 4 9 p w f S ~ c4 _ IMPROVEMENT PATHWAY / /,"� \ROPOSEDCIVICSPACE ° \ ° OPEN r :j A - D.B. 731, PG. Ego D.B. 1333, PG. ySo D.B. 731, PG. Ego N ; u w f U f U z SPACE Z ,1 �i ALBEMARLECOUNTY f'1 %i L J R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL W o ROUTE xg (TYP.) BLOCK 11 GREENWAY a �' ° • - -0 °.�-/ (TYP.) o ► \ ' ° r.' MANAGED STEEP SLOPE ` (TYP.) RV' M TOTAL PROJECT AREA: oy600-ao-oo-01800 - 4x 55 AG 04600-oo-oo-oi8Ao - z7.29 AC. 6 Z g Z g o u z IMPROVEMENT ) °° -`� "°°, ° GREENWAY --/ / ..0 o4600-oo-oo-oigoo - 207.66 AC. SWMFACILITY #zI i AY G REENW -. e°/° / . TYP. ° ( 1 °V BLOCK 18 GERpP� \� O z77.5oAC.TOTAL o w a w O U + (TYP. I UPLAND ♦ _ .' ° , ay°` - �'N PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT r� ru _ 1 � z PROPOSED 50' BUFFER PARK °°a ♦ - j ti °°/ n % r oc w AROUND VDOT STORMWATER`, MANAGEMENT POND j ) / " -, \ ° EXISTING ARCHAIC WOODLAND e ♦ ° , . , i ; CAMPSITE AREA TO BE PRESERVED ° ♦ VC�E DEVELOPMENT M AREA (TYP.) r � O-' TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2o15. z g � '- `` - �` � / l �;. I "'' ♦:�� - BLOCK 1G ," ` BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH xo15. o m °°•a°° , 7, M J w •. F- "Y,..T �'e .� ,.� +-s �� v \t?\ �a,T - / EXISTING ioo-YEAR , � � ��� 1 / DATUM: NAVD 1g88 � z � z o "' ��� \ " \ STM BUFFER el`<o.� (TYP. ° 09p°o .\ (TYP.) FLOODPLAIN �_► UTILITIES: COUNTY WATER AND SEWER CV J w w ~ BLOCK O _ .. I _ - \ `,`. '� °, S y + �- �/ FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Coa8oD +n vi w w ,o /1 m PROPOSED RIGHT IN -RIGHT OU r < q Z 1 _ BLOCK ti e _ ZF - DATED FEBRUARY 4, xo05. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE w H u, ,o ,o +n INTERSECTION IMPROVEMENTS. w F- Q SEE BROOKHILLTIAREPO L'>-Z� _ W { _ ` J \ \ ! TRAFFIC CIRCLE/ROUNDABOUT MAY ALBEMARLECOUNTY 1 _ ) PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. Z6 o o+ 0 D 0 rn 0 a 0 I 0 AH1 Oo>, FOR FURTHER DETAILS: F 'MAINSTREET_ BE CONSTRUCTED AT THE PRESERVED STEEP SLOPE �, "�� BLOCK �' � '" �,� yr. IVIONTGOMERYRIDGE - r 3 + ,, (, v BOULEVARD ENTRANCE 5 INTERSECTION OF MAIN (TYP,) _ / ;� NEIGHBORHOOD NOTES: SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET 04 0 w THE NORTH/SOUTH CONNECTOR ROAD B LOCK 3 J J ' " ',' 1. CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. 0 G) Z OPEN - - �' 31� C a. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE N O Q SPACE 1. OPEN v� - DETERMINED WITH THE SITE PLAN PROCESS. N J " -r (TYp) i ' SPACE �y r ` Y' 7 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH (T`(P-) ALBEMARLE COUNTY REQUIREMENTS ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J ,'• BLOCK 1 I I EXISTING loo-YEAR J," PROPOSED � OR FOREST LAKES. 1L LU I FLOODPLAIN (TYP.) �� RIMITIVE ,�� �yd - {+1 S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE EASTJWEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI I— T.M. 46 -18D _ ° I "I TRAILWAY ' O� n THE FLOODPLAIN. A USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS V) CRAFTON CORPORATION I •, I BLOCK O Co SOP O 2 �I SPECIAL TO THE FLOODPLAIN. J T� z DEVELOPMENT AREA BOUNDARY (TYP.) I �� Gx- (LSO D 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND LLJ \ - PROPOSED NEIGHBORHOOD CENTER I ° C IMITS OF PROPOSED REZONING S SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FORTHE � 06 J _T (LOCATION TO BE DETERMINED . ° FINAL DEVELOPMENT 1 'e° :° BLOCK 17 _ '' - _ _ 2 PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. �,., LLI J i WITH PLAN. _ _ _ _ _ _ _ ` y m ' � 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP Q U H �- O O Q LU PROPOSED BUFFER ALONG RT. z I • �- / INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. Z LLJ ioo' 9 BLOCK Z+ f"� t ACRE HISTORIC �✓ �� J 70' NATURAL LANDSCAPE BUFFER & 3o'LANDSCAPE BUFFER i I - - I BROOKHILLPAR,CEL BLOCKS �..;_ BLOCKS �1 /- -� r f--� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C (n '"'i ALBEMARLE COUNTY \ - AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA < �I C NOTE: A PROPOSED MULTI -USE PATH' APPROXIMATE LOCATION O I ' ANAGED STEEP SLOPE {�k.; i GREENWAY (TYP.) /`"., S 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER J Q = J IS PROPOSED BY VDOT ALONG THE ' ROUTE xg FRONTAGE OF THIS HISTORIC MARKER FOR THE BROOKHILL PROPE / (TYP.) I / ,,, ,, °° ` .+ {� `I /` MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. Z H ` J PROPERTY. PATHWAY TO BE + _ - °-:� \ ,� . ( ROPOSED xo' BUFFER , .'+ ...---�"�� / i � y. - ++ - _ ` - 1 ' i.-- 10. CONNECTION POINTA)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT HALL ONLY BEA O W I--' �9 LOCATED WITHIN THE VDOTRJW. ----..`:„g\ + f == _.,+ PEDESTRIANBICYLE ACCESS CONNECTION. � � (n Y O " LOCATION OF EXISTING - - BLOCK 1 - UNN CEMETERY TO \ 9 � + jJ � � ' '+ ? �� 11. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. j �'j < w U C7 + REMAIN J LOCK LINE (TYP.) s`. \ / i NOTE: ALL STORMWATER MANAGEMENT FACILITIES V Q ~ O CO CONTROL MEASURES SHALL BE LEGEND Z J 11 r BLOCK 6 ALBEMARLE COUNTY" AND EROSION I 3 LOCATED OUTSIDE OF THE PRESERVED SLOPES. e' 0 GREENWAY PRESERVED SLOPES BLOCK 8 PRESERVED STEEP SLOPE \ r 1 F > ROPERTY BOUNDARY (TYP.) Z z W 4 \�i \\+ ee°° NOTE: AREA WITHIN THE loo' BUFFER AND TSHDE THE I / (TYP.) -- , -• BLOCK -----_� ' (A / °•• ® VEGETATIVE BUFFER O MANAGED SLOPES OPEN SPACE O < Q i w W J O LIMITS ALL BE REPSTING LANTED TEDEN '• EXISTING zoo -YEAR v \'', 1 / N 0 ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS ' DEVELOPMENT FLOODPLAIN (TYP.) +. \ \ �_;: AREA P _ / EXISTING BROOKHILL (TY ) ., f \ , _ I OFxgTHCENTURY HOUSE TO REMAIN \. x ..............••.. ° °- °a WITH HOA APPROVAL, A io' MULTI -USE PATH +1I SHALL BEEXTENDED 70THE ENTRANCE OF - — GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J J W Q .. r , NENTS OF BROOKHILL j MONTGOMERY RIDGE. THE HOA WILL NEED -,_� TO APPROVE THE TRAIL AND EXECUTE ALL BLOCK 8 DEVELOPMENT AREA e - BOUNDARY P. •' iTY ) -, EASEMENT DOCUMENTS ALLOWING THE PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE& THE I9TH CENTURY COMPONENTS OF EXISTING ioO-YEAR'. r�' o j!: �1 r. CONSTRUCTION OF THE MULTI -USE PATH j - ON HOA PROPERTY. BROOKHILL mi LLI 0" FEMA FLOODPLAIN (TYP.) : d' ' '= ` • f �--"V / OPEN ROPOSED zO PAVED SPACE 1 -( J --_ , lo' MULTI -USE PATH TO BE CONSTRUCTED ALONG / PRIMITIVE TRAILWAY � •.. / MULTI PURPOSE TRAIL gyp.) .% THE NORTH SIDE OF POLO GROUNDS ROAD CORt Un. �',, �c;; ;,,, 4-„ epartment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL O Q�r� (D O r Fiie# IMPROVED INTERSECTION ROPOSED PEDESTRIAN TUNNEL �., K A b; ° LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. O AND STOPLIGHT. • tea, '��''+�' i - POLO Fp8 proved ,r• 5,, d Supervisors O�j'CN R{NER S )at 0000 EXISTING too YR FLOODPLAIN 0 � SEE BROOKHILL TIA REPORT FOR FURTHER DETAILS PROPOSED IMPROVEMENT TO he tr c � f � � s ST GROU POLO GROUNDS ROAD FOR 7 AT ND ER S Np1P R{N P 1 -••••- STREAMS (♦I x-_ r. 1;r-- s i - L-643(0 ROgD(So, TURNLANES-SEETHEPOLO B, JUNE 15, 2015 48� P 26) GROUNDS ROADWAY annex * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED U w --'" ---- IMPROVEMENT PLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG PROPOSED LOCATION OF CIVIC SPACE F- F_ GRAPHIC SCALE CALE U •,gin . ,,, : FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. - SEE PROFFERS FOR FURTHER DETAILS xoo o zoo aoo eoo lo' MULTI -USE PATH n i w ^ O � w _ PROPOSED LOCATION Of HISTORIC MARKER JOB No. T.M. SHEET 1 OF 1 PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. O POR \ CROCKETCRPORATION ( IN FEET) 182150 - - SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFICTIA. /-� 1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 LON10 II® JJ , -- --- RI ,a UO O \ O--- ✓ / �� � % A HWOOp --- ------ - i%� �'--SCOTT/R CITLLIN` �II�'� ail � -- � I I � T '' i 'I ', ,-���!� - � � �Q � ���Q� � �.� �� • � �� -_ e� u L - I BLOCK 13 I / ,-�;J BLOCK i5 A YAN CO�UR�I BLOCK 4B SdF201900050 FINAL SITE PLAN APPROVED NAL SITE PLI APPROVED Lic. No. 035791 10/13/20 >\yt o ---- I O \ I U J \ F a Z LU V� U to U t i I Iin En J \ \` X ^s w z of t : zoz00000 \� \' -�\�\_ i INITIAL SITE PLAN O)� \ / / / LU ; APPROVED - 03/o6/2o20 SDP202000082 FINAL SITE PLAN BLOCK 18 BLOCK 1z / - -- -�� I BLOCK 14 „ h i _ 1a O pp`Q000000000 o e / / %- _- --- - -7I y \ BLOCK 16 I / 0 T � BLOCK 4C I�\°00 ee Yi ROAD PLAN s / BLOCKoS ° (UNDER REVIEW) BLOCK �SUBzo17-oou7 I ` 3 I / °d BLOCKI 1 ����� ���� I/ a I I 4-* o _ ` F BLOCK 2-- \ \ 1 \ SDP201900078 1 o\ \ I e \ 1 / BLOCK INITIAL SITE PLAN I 1 7�/ APPROVED -02/21/202o a°Oa° a v SDP202000035 (UNDER REVIEW BL K ROAD PLAN ) I ��/ \ ' ��� FINAL SITE PLAN a I 1' 1 '� j _ / � UNDER REVIEW SUB2oi8-oo5 - - - - - -� I O I 11201 00oz1 �O INITIAL SITE PLAN a 0A ( 1 B K APPROVED -o6/o8/2o18 � a °°a `V _ --� S. SDP203800049 �0°0 \\ � a°aae FINAL SITE PLAN 0._ V a\ �1 i oa _ °71, ae a i a BLOCK AREA SUMMARY RO DPL N BLOCK 19 (UNDER REVIEW) �) 1 I BLOCK 6 1 SUB201 -0011 - I I °a �/ �� °a 11 o Development � Area Per po Area (Roads, Proposed District Brookhill AreI \\ a a°a Block Land Use re sed Lots, Buildings, Development w °eaO I / o ° COD (AC) a (AC) Parking lots) Per Area (AC) Pro j FINAL SITE PLAN APPROVED 4/23/2020 i .L Greenspace/Amenities (ac) BLOCK 7 I\ o\\ ` \ COD (AC) Civic / Civic / Greenway Greenwsy Open Open Buffers Buffers Total Total i °°, ` °OOoe o° Parks Parks Space Space Greenspace Greenspace \ \I oo °O y Required Proposed Required Proposed Required Provided Required Provide Required Proposed LOCK SB ' °° 1.1 `\�� / X I 1 Neighborhood Service Center 12 12 0 0 1 0 0 0 11;I 0.: ♦ 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 / SDP2o1800054 ' e (� ` I 3 Urban Density 5.8 5.1 5.8 0 0 1 0 0 0 i INITIAL SITE PLAN 0 0.`? 3A Urban Density 3.3 APPROVED -09/07/2o18 0�/ L 36 Urban Density 1.8 SDP201900015 ' �.�3. �� 4 Urban Density 24 27.95 19 14.0 0.2 1.38 FINAL SITE PLAN 0I / 4A Urban Density 9.98 7.17 0.86 \ VI / 4B Urban Density 11.39 6.83 0.52 4C Urban Density 6.58 5 Neighborhood Density 6.6 5.1 0 `\ "' �� ♦p 6 Neighborhood Density 7.2 0 7 / I/ A ..... �•� .. p0 O . �, ,• STA TE RTR6 3 Np B 7 Neighborhood Density 17.7 11.9 0 8 Neighborhood Density 25.8 12.7 SA Neighborhood Density 85551 5.522 0 ROAO lSo ............. '�FBlr p 26 $B Nerghborhood Density 17.36 7.4 0 .• '�� / 9 Nei hborhood Density96 68 0 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS ARE UNDER REVIEW) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) ' 11 / 12 GRAPHIC SCALE 13 14 200 400 1800 15 16 j 17 ( IN FEET) I 18 1 inch = 200 ft. ""7"� 19 g Neighborhood Density 4.6 3.4 0 Neighborhood Density 5.7 3.2 1 1.2 Neighborhood Density 6.7 5.7 0 Neighborhood Density 11.7 9.7 0 Neighborhood Density 5.4 4.1 0 Neighborhood Density 16.9 13.6 0 Neighborhood Density 9.7 8.4 0 Neighborhood Density 15.8 11.8 0 Neighborhood Density 34.4 1 1 27.3 0.7 Brookhill House Parcel 3.2 1 1 3.2 1 1 0 Total 1 223.9 1 1 168.8 1 1 10.3 3.4 1 1.19 1 1.9 1 0.44 1 2.9 1 2.97 1 8.4 5.88 0 D 1.43 2.29 2.31 1 1.46 1 1 0.85 5.7 1.5 0 7.2 0 0 0.2 7.2 2.9 4.7 1.1 8.7 5.1 4.58 4 4.56 4 3.82 13.1 12.96 0.54 1.80 1.64 3.98 4.04 2.76 2.18 8.98 'I�IIIIIIIIII1IIIII�IIIIIIIII1IIII�IIIIIIII, IIIII�}� I�IIIIIIII■®IIIIIII■IIII�IIIIII■IIIIIi� I�II�II/�}},,�� 1III����IIIIIIIIII1IIII�IIIIIIIII1IIIII�IIIIIIII, O O O O N N rN N O QN N N rNr\1 r4 N o L9 ICY) ti c co Cn z N J ® CY) J:)L N CD w N O N w >Lj i z Q z -.1T� -.1 p6 U W \ m 0 -.1 T� J z Q � LU U > W I J Y � LU U = ~ o � Ul C- CO CID z LU w J H� w iJ p � LL pom N U w L 0 O d w LL' S !n JOB NO. 182150 SCALE 1 "=200' SHEET NO. 3 \\ \ \ \ I TMP:A 0 6B oo-0o-oo1Co - �p hl NE T � 'AT HLI I ' R: 4 5 SE TH SH �T - -- RAVE SWO v \ VAA j OWNER': COUNTY OF ALBEMARLE _ - 4 v \ VGA (� i �ii/';, / �'i 'IVY - �_ vA V A III II A ACREAGE: 4.75AC_ �� / \ \1 P D _ _ _ SCOTT R. LINSZ \ ZONING: U I - I \ � � TMP: 0 66 00 00 000To ' �� 1 '� - _ ��y�yy O � V V �Illi I DB/PG: 1973/473 4 5 _ L� Lic. No. 035791 OWNER: FOREST LAKES COMMUNITY' \ I I ASSOCIATION INC `� A v _ A A0 6/24/20 / ACREAGE: 4.12AC V - - - �� I � ZONING: PUD III I III - � - - - II III / i - v. - _ ���.�r473 S64° 04'39. 28E 461.437 _ I II I Ir. -�'-/� __�� J -- _�� G. 1973/473 _ - �� �) 1 I IIII `P�4, �------------ � --- --��-- ------------------------- w -----------------` ------------- - �- �- 1 _ _ � 59 ��� � 0 GENERAL NOTES:� 3 V � A �eec-/, A �� F-/ / /J ��// I 1 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP IDVIA \ V V �\/'`51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAMgQ0 BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE�SOUTH RIVANNA DAM WHICH IS A FEDERAL DAM LOCATED 1 \ v h v v v v v qR 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. ` \ \ UPSTREAM OF THE PROPERTY. v<��_ 0 3. BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL �I A I I �V 0 EXISTING SANITARY SEWER AND INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF a `� n EXISTING STREAM 1 - - - - - " - _ �/� /;�/ / ti 2o' SANITARY SEWER EASEMENT \ > I, �' UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE j IIII \ V A V A \ / I ( F \ u 'D I / " � w vI s° vim_ v A -��- Z w m 0 y 6.6 „ _ _ CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION I A� l� \ \ V A \ - / I a 0 _6 F 3 P3z4.)0 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY 1 I \ \ \ \ \ \ z < w o I(I m �\ BLOCK13 \ \ \ / I �Ij� I �, O 0 a w SEWER, \ \\ STORM SEWER AND WATER -SERVICE PIPING; w \ UNDERGROUND ELECTRICAL SERVICES AND OTHER UTILITIES. THE > w a CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED a 6 IIII ' 11 A A v MI \ \ EXISTING WETLANDS (TYP.) TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES 1 IA\ V A \ w \ \ ' AT HLIN, �� III�I �..�..�.■ Ili ` \ SERVING THE PROJECT SITE. o �` �- - \ 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING V �I \\ WATER LINES ON THE SITE. � II II TMP: o46B5-oo-oo-ooiCo SE THIS SHET _ W V y V OWNER: COUNTY OF ALBEMARLE - / '7 ' > ////Z/ / o II� ZONING: PUD/// o ACREAGE: AC \IIIIIII V 1 - DB/PG: 1973/473 _ / //// / I a / I III oy• I vIIIIIII 1 IJIII -� /�/ / I � Illll�lll L�/ I IIIIIII �2 70'UNDISTURBED / lil ' BUFFER AREA TMP. 04600-oo-oo-o18Bo IIIIII, \ \` O o v vv I/ll lIlI1 �I�IIIIII C / ��_ , S64° 04 39 z8"E 46z.437' OWNER: HORNE LAND CORPORATION Z- I B \ V A / � I PROPOSED A i // I ., T t� I } �. ACREAGE: 46.43 AC p l 1 V A o o IIIII Lu w I 3o' LANDSCAPE/REFORESTED 1 GREENWAY, TYP. \ \ �__y - \ BLOCK 1z \V // iljt I IIII -- 1 /------ -� 1--� - __ ¢ v I IN IN u ZONING: RURAL Lu L 1 \ V v �/ o DB/PG: 624/191 IIIIIII Qj00 /IIII Q AREA �� --_ IIII_ .. I 1 v I �♦ j o o} 1 v v I\\ �/ I III lI III' \ \saa°56, 43 od„W s9se� A v v C /BU.FFER BLOCK10 \ \ PROJECT BOUNDARY (TYP.) � � p 4°47'3` 39.go' A \ E ss- Ne � o� 2 � \ � _ vi � Ir- EXISTING SANITARY SEWER AND , I i I I� A � V - 9 i ` e.8 A zo' SANITARY SEWER EASEMENT I BLOCK ♦ � V - - \_ \ -ti - V�.c, ♦ I� \ \�� - A \\, coo. I / �x iv m II li - I / / _ALBEMARLE COUNTY / / ♦ BLOCK i1 \ { ■ I v A , / %.�/ T 1 I c M ♦ v �� v v v / o MANAGED STEEP SLOPES / \ ♦ s > -_IIII I1 F I II� I a -- �_ //--' ♦ ♦� ss'F � 40 N _ \\ - \ ALBEMARLE COUNTY \ o IL ; - I lI __ 'rye - L - \\ 1 I \ f. ' 1i ' y� i PRESERVED STEEP SLOPES \ \� � 0 / -- / / / ; ' o �'�� ♦- LIMITS OF SUNNY po� / i r J _ DAY DAM BREACH \ o \ \I I , \� � � \ I 1 J I I I , ' I, _ ' , -`'- .�-. �/� .-�� r"T ♦ ` \ `s� -. b \ OO \ /:' \ L f� 1" /' �G.X/_ ♦ LjJ - I III ! _� � . �� ,� / s %-�� yAI I I I I I ( III e I - _. y �- y �- ♦ `- . A A v A � o �= \ � /� �� \I\I IIIII 1\� �I e� �- �3 (� -- d7"E 576.9�9' ��, 19- L=38.428', R=538.50' G- \ / 0 L �� 4=4.09 I �.' �, o �, \ ) pp /�, • / W n w ° N63° 44' z737"W 576.gzg' ♦ : © a m .r �- - A \ o - 5r / J Z m So° 49' zi.46"W 5o.z73' 7V r - \ Oo rr ♦ (\/) /1/) L Lr L=43'996S R-A=546 3J o `..-'� PROPOSED \ 0. __ a I \ _ 5'46 - s�.46•. �0 (OD / w GREENWAY, TYP. \ `n\\ 0 o /. • l Q °, N19°30'22.28"E 51.070' .0 CS3'z.a 1 \\_ \ �� O" I, (0J �- I f �. �� _ A��/ m m o �oo U00 I \\ 8 vv llll I I I I ° \ Ny a BLOCK 4B A v � 40,41;1" s' �� . � � � o (0 o - i W u X o - SDP2os8000z4 / I -- °, -_ w42a �.0 C� ° @ ` j > INITIAL SITE /z PLAN 8 --- 0 26"W 5 o E _ 6g _ O IIIIIII — -- ' D 0 6 5 5 'ml n" n ,.� V Oo N7�°'g 3 9 D -o SDP2o18000 0 I -_�__ .� `� = �� �� _ BLOCK 2ul fir,-_ - A lJJ o _ I .. VA oO o OO OO o OO o0 Oo oO �O \ U' FINAL SITEPLAN - il� \ �A A _ a _ -66.J SUB2oi o� o8i C_ ry it ry /LLI Nl r _ mT - S \\� \ EXISTING LIMITS \ \ � \ �' ' �� � o \-- 000 \ W z_ i� OFTREELINE-- ,� l 1 p�- �., A �� 1 i -� -- =I m PROJECT BOUNDARY (TYP.) �� �� , V A V A A I I I �I ��I o \ \ \111 •I 1 / >'1�; IIII In, � I I EXISTING ST_REA \ oo oo V o d 1/..,_�//j////JJII /�/�/ij ,. LIMITS OF FEMA APPROVED y �� �� o� \V� W 0 _ v i o // /�J /i_.- INA� V•� A o �aro� 1ooYRFLOODPLA �l 9z.959i-Jil I, BLOCK I I I I i i 432 y / I / / / y - - ✓/ I�i - A \ V A A ', ' A o A �i�' v-\\._ ��IIAV�/ I�Av\ VI�l=_—_ %�r �- O M x _11� %< /illA / _ =`T - PROPOSED ROAD �111�I V 11 a5o_ A / �_� / �Ifl __='�____��� / I Id / - (CURRENTLY UNDER REVIEW) /l / llI ��� e ii ii /� — _ y w AAA �I I b SDP201700117 L \\� o o / JOB NO. o IIII IIII III: h,I 1 � ___ _ •_ _-----_-,/ I -- I II III�IIIIII -__, 182150 GRAPHIC SCALE �I�Ij�IIIII�I�IIII -_- /'//�///// l SCALE - III 6 III 1 =100 - no0 o Sa ¢oo zoo I II IIIIIII II IIIIII � \. _ _ V �llllll�lllll�r y- --_\ o / - III II _ _ a v SHEET Na a a5µ _ - ( ) _ )II 111111j11 Illlllllllll - y \V • v IN FEET -� — 1 IIII IIIII III ' v o� v 4 - - - - - _ 1 iron = ioo et. Il PROPOSED ------ - - - - - GREENWAY----------------------- - --- -- - 70' UNDIS -- -- PROPOSED WALL TU BED BUF --- -� (TYP) FUTURE PUBLIC GREENWAY TO BE E DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER # OF ZMA 8 MAINTENANCE EASEMENT -- - -- -- FER z 201 000u PROPOSEDWALL --- ------------ ---- 21 40' 32' 14' (MAX. HT. = 6') ---- - TH of � e 37 _ 3 - 3� o' PLANTED ROUTE zg BUFFER O SCOTT R. LLINS 3z' - 3z _ 39' r -__ - y1' 3 /REFORESTED BUFFER NOTE: SLOPES GREATER THAN 1 SHALL BE PLANTED WITH NATIVE STEEP - - e z6' —T 1o' REAR SETBACK (TYP.) -_ 4 100' WIDE BUFFER ROUTE SLOPE MIX WITH ANNUAL RYE 3• ASS BY ERNST ONSERVATION SEEDS AT A L1 Lic. No. 035791 E _ _ _ _ t - - - I - - -- - - �- 3z' _ 5, z , z9 TO SCREEN THE DEVELOPMENT. RATE OF GR 10/13/20 �4 -� --- 5 - I — — -- 41' SEE NOTE, THIS SHEET. 6o LBS. PER ACR, OR 1 LB PER i,000 SF. - -- --- ��o�� lv z ' — l I — -L _ - - - -- - -- - - - �� sst Edo / PROPOSED WALL I T - — - - - - - -- -- __ \ ONAL / MAINTENANCE EASEMENT I I I I -_ - - _ - - - -�- - - - - - - - PROPOSED WALL PROPOSED WALL \ w - L _ MAINTENANCE EASEMENT w LOT I _ m �i I PROPOSED WALL _ _ y - -- -_ (MAX. HT. = 6') _ y LOT _ 2 LOT I (MAX. HT. =31 OPEN SPACE PROPOSED CONCRETE SIDEWALK- Z LOT I � �,_ - — — — — — - 3 �', LOT LOT PROPOSED e LOT n 21 23 PROPOSED GARAGE (TYPJ O LOT LOT 9 0 LOT LOT LOT LINE (TYPJ / / J 4 2 R 20 � (iVXzo'MIN.) LOT LOT LOT I� mll 27 z8 S I� m' 3 31 32 33 I �� C LOT o o PROPOSED WALL - - 2 26 u 1 PROPOSED Im PROPOSED WALL o (MAX. HT. = 6',) 24 nll _ W O m PARKING SPACE �' 1 (MAX. HT. = 6') I y N c I 5 E I PROPOSED WALL n I PROPOSED DRIVEWAY (TYPJ I DI I (8'WxzO'L) - a�, PROPOSED CG-gD ENTRANCE (TYP.) < H F- (MAX. HT. = 6') = - - - - I tl n - GRE E (1) PROPOSED �L - - z5' MAX. RONT SETBACK (TYP.) I - L � � PROPOSED � A � A w w o m ENWAY - PARKING SPACE - - I v I` _ PROPOSED 6' PLANTING STRIP ry �R 107� TYP.) o 0O ,8' MIN. ARAG (8'Wxzo'L) I (1) PROPOSED PARKING SPACE (8'Wx2o'L) < - -- - - - - - - - M LOT / I _ - - - - - - - u Q -- O m J 8 MIN. FRONT SETBACK�TYP.) /I 18' MI A AGE PROPOSED CG-6 CURB (TYP. �< z Z ( -i 33' 18 TYP. I - I NO PARKING SIGN (TYP.) SETBACK (TYP. m m z o w U 10 x e .P. _ e -• O PARKING SIGN (TYP.) m m of < 3o�R v SW A ITY / / I o (n Z 3R a a i a s n Y LOT s 0 �3, 3 R a:_ J w w o m / r O ¢ J w PROPOSED WALL Q R 1z+5o 45o'R 13+00 + o - / S' MAINTENANCE EASEMENT 3 1z+oo )CH COURT i4 5- 3 < 3 (zj PROPOSED 11+50 PROPOSED PUBLIC ROA - -+.. �31.So 1y+oo - / I / ..d' L. e > a a a ® n VAR. WIDTH PUBLIC RIW F�1 .. � � o f �Q PARKING SPACES zS'R 11+0o zo' E P-EIP 971 - / t w m ui m io+oo P : 3o+oz.g6_ _ - _ u > . �\ Q W a o P N {8'WxzO'L) 0 F2s: _ N m / ,, I � 10+5 a4 RIW o f _ -' _ '' ^ y0 LIMITS OF GREENWAY. a a `� \ SPA E 0 49. RIW _.. r �° ` , - - _ - ry5� LOT FUTURE PUBLIC GREENWAYTO BE / o o +o --- - -- � •> so '' .. �• - � °*+ 8' MIN. PROPOSED WALL DEDICATED TO ALBEMARLE COUNTY W � � ` i e 9+50 �� e 40 - - - - I -- -- �8, zg. 32' 14 o - 7+ MAINTENANCE EASEMENT AT TIME OF FINAL SUBDIVISION PLAT, > > 3 _ - - PE R zo18o Lu z - I o PROPOSED WALL $ MIN. ONT SET ASK TYP) o \ \\ \ �� OFFE #z OF ZMA ooil �/ o R PR li (MAX. HT. = 6') �+ I z MAX.�RO�1T SETBACK (TYP.) I - _ \ L 6' - - PROPOSED 6 PLANTING STRIP 3 • 0 - - ROPOSED CG- D ENTRANCE (TYPJ - - - - - ° - T 5 BACK (TYPJ ROPOSED DRIVEWAY (TYPJ I PROPOSED WALL OPEN SPACE R - - 9 STREET SIGN (TYPJ h - +° -STOP SIGN (TYP.) - - - MAX.FROM \\Ocpll\ (MAX. HT. = 6') ` o A ROPOSED CG-6 CURB (TYP.) - - - k" I �51 \\ k \ �I 113 m 0 1 ROPOSED 5' CONCRETE SIDEWALK M "'I N O r N ° \ \ \ / I FUTURE 6 PLANTING STRIP PROPOSED GARAGE (TYP.) m > D_v, -14 a \ � o -0 h DI n N. ruo �I LOT \ \ / 5 -� - - - -� w o 0 o N o \ m -I (18'Xzo' MIN.) W 70 b / E o LOT ) FUTURE CONCRETE SIDEWALK < o 0 0 I I �I LOT LOT LOT - r LOT 5 �, 9 UTURE 4' BIKE LANE - r N N N 33 ROPOSED CONCRETESIDEWALK LOT r'� LOT 6 5 a M 5' �I 10 9 A n Z $ ] PROPOSED LANDSCAPE & i __ -- - rl 'T 00 o 0 O PARKING SIGN (TYPJ I Lo LOT I< 11 -0 {n - _-- - - _ p o MAINTENANCE EASEMENT _ -- - / - _ _ a \o ^ 0 + 1 J O o PROPOSED GRASS _ �_ II �I LOT o 14 3 12 vl so R AR SETBACK (TYP6� _ SWM ACCESS PATH o LOT i PROPOSED WALL 38' 16 9' 41' - - 3z' = __ _ -- i S TBpCK l - 10' - - _ - 46' _ - , -- ----- MAINTENANCE EASEMENT io REAR _ 3B PROPOSED CG-11 ENTRANCE (TYP.) 1 zo' LANDSCAPED BUFFER"o PROPOSED WALL STOP SIGN (TYP.) VEN c LOT 3� PROPOSED CG-6 CURB (TYP.) ROPOSED CG-12 (TYP.) - - - - - ,- - _ _ = - - - - - - SIGHT DIS ANCE=335' -� \ - A U OOD BLVD. - (MAX. HT. = 6') 16 I I N 0 3j a PROPOSED CG-1z (TYP.) h - _ _ _ _ _ _ _ _ _ _ _ _ _ _ u�� - TORE ROAD E �EPUB IC RIW S �u - _ =3 O v o (15) PROPOSED PARKING SPACES (8'Wxzo'L) PROPOSED BIKE LANE -. - - 0 ___ d N 5 0 PROPOSED SIGHT DISTANCE EASEMENT' _ �— �/. ti e pJ LOT r LOT LOT 39' :11+38.36 n - = "o -I _ - _- M 2sR — +o - _ - - �9 1$ 1] / 6VFF�R sR DISTANCE TO NE� END OF ARCHER AVENUE ROAD CONSTRUCTION 53 \ - / / -- _ -_ _ --- - - - M 41 EO SPEED LIMIT (TYP. -49 t --- ---- _ ----- --- -- - k PROPOSED 5' CONCRETE SIDEWALK CpP AREST INTERSECTION- o F 7 52+50 .r - Z Cn o - -- V PNDS \ s p D\5� ANCE'33 - - - --- e N 00 2+00 FUTURE PUBLICGREENWAYTOBE I� a° 50+0o So+So 51+00�� 51+50 -5-�- - 5\GHQ '� -_ E I� NOTE: ARCHER AVENU (�7 e DEDICATED TO ALBEMARLE COUNTY 3ti RI 49 P GE 31 -- F- ' - _� SHALL BE COMPLET WITH a AT TIME OF FINAL SUBDIVISION PLAT,/ j7 N ? I w __-- = - - �i� ~ 0 PER PROFFER #z OF ZMAzol800011 it E p.FIC 49+0o i N\ p\S W = /F \ '` 13 X 5\G PROPOSED CG 1z PRC: 5o+65.81 PROPOSED TYPE III BARRICADE & END OF ROAD SIGNAGE _-,=- _ -' e e\ W -� 0 a i 35 NO PROPOSED CG-z PER VIRGINIA WORK AREA PROTECTION MANUAL _- 4z E I PROPOSED 6' P AL NTING STRIP Nv� D + o AS \SLA $ _-- - e EXISTING STREA r �(/) 4- e O o F + / �E ROP 48 S GR CURB (TYP.) + f - e G E / O Q e y RCN�DLu PV\CRI`N i -- 3 1` — -- -- -- e F E E/ W W N OPOSQ�B� 0 / / �C g 76' -- E E 111 e / _ O LPROPOSED pR n 0+O r16 ETANCE=335-=_ _ ED CG-11 ENTRANCE (TYPJ " kE CG-z CURB (TYP.) le i PROPOS Q E W SIGHT DIS= ! _ _ UTURE 6' PLANTING STRIP k 4 W -_-- -__- (TYP) z F STOP SIGN TYP.) �� Z L Lj T� o PROPOSED 6G 1 4 /C F/C ( e E F _ J PROPO z TYP. W i E � — —_-- .. E b r. i - NDSCAPED 3z 10 REAR SETBACK (STREET SIGN (TYP_) 9' R/ o/W ) 1 F_ e k � E � V -_ _ - - - _ \ PROPOSED WALL TY 8 ra _ - = zo - v LOT 1 -� - - - E- LIMITS OF GREENWAY. e r > _6 - ,• > BUFFER - - _ - - " M j MAINTENANCE EASEMENT F - - - - - - U) Q�J SPEED LIMIT (TYP.) o - - - -� FUTURE PUBLIC GREENWAY TO BE Q > p AT, k00 / - 9 - PROPOSED SIGHT „� 34 e • ° < DEDICATED TO ALBEMARLE COUNTY W \ 11 4� ROPOSED y' BIKE LANE I 1 I - E - - AT TIME OF FINAL SUBDIVISION PLAT e \ / LOTL NEPOTYP. - - / ` DISTANCE EASEMENTLOT LOT i �� zo' EjP \ toy' I �' e PER PROFFER #z OF ZMAz01800011 O o (TYP.) / ` PROPOSED SIGHT 5] 0 /� E - E E E F )•. i O T� I _ o e 7 P J s / \DISTANCE EASEMENT LOT SE w / / NO PARK I '� �. �t� E -' �� 0 i ING SIGN (TYP.) LOT PROPOSED WALL^ E �, _i 3 ` 6k5 �. / \ \ LOT 55 ° i w° M I_ (MAX. HT. - s) e e Q � O F k X , / ` PROPOSED LANDSCAPE & ° C9 y _ ° 35 ry e � E t El i e /..- x PROPOSED CG-6 CURB (TYP.) / MAINTENANCE EASEMENT 54 ---' / �' `V I "' J� - - �- e - - - t ° E - t t I i `` / i z 2 Q w a .3 ` ✓' // \\ \ o z5'MAX.FRONT // E o E E e �/5 y s�O\ SETBACK (TYP.) - 7 +° m 104' } E t e�kF Ere E Et F/s ® U 0 k00EO / 09 - / O� E F J v \CcsF\ PROPOSED CG-6 CURB (TYP.) \ 10+00 5\O� O �PN� C \ \T6\ r I E B. FRONT - !/�0� / LOT ti I I E e 1 o / \ 9(�\ A S / PROPOSED GARAGE (TYP.) ImQ _- ( o ✓ ��A t . 1s' MIN. 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OPEN SPACE I f���i �J C F xo \ \ / / PROPOSED6'PLANTINGSTRIP /// // 61 ti� LOT / I ?z�0 0 P1), \ )PROPOSED / O1) Q \ PROPOSED DRIVEWAY (TYPARKING SPACES ` 3 C 9 I E E 4 (xzo) _ I 4z I 3b W R \ - 5'-SIDE .22 FIR O SED SIGHT DISTANCE EASEMENT +, i OPEN Sfd ACE wO�Q Qv � p v `Q. LOL kCK PROPOSED 6PLANING STRIP oo ROPOSE ' GREENWAY TYP.) e // e 1 y I OBE p y\ 36 / PROPOSED GARAGE (TYP.) 6 t \ �x m M Sz' R/W-R/W UNTY, J, .r � I-� ry •° ^> /�. Q .' ro 18'X2o'MIN. LIMITS OF GREENWAY � PLAT E �c o \ m N 6 /P E/P /�P t9. LOT y / N / FUTURE PUBLIC GREENWAY TO BE 00011 �\ \ \ z 30' /C-F/C /O �'/!y / / DEDICATED TO ALBEMARLE COUNTY LL O J Q O n 0 n U ^/ O W ® N s U w o J w E � O\ \ \ LOT ///� ak. (, 1 O / = o PROPOSED s \ �5 i y u � /j ��2` �j �/y • / � 4 AT TIME OF FINAL SUBDIVISION PLAT, � 1 � a �n REENWAY X O /� �o, C� �/ PER PROFFER #z OFZMAzo18000li J (TYP.) Z Q '•1 % p' m 0o FiA C `�Q / �, \OPOSED CG 9D ENTRANCE TYP. / e e 0 O ` �/� / OPEN SPACE\\ G\y.., °<y 1,a O m M / tihx F%° �` 82. \\` `V v / /® e I / /e GRAPHIC SCALE 182150 Z / ( / EXISTING STREAM mod'\ >� ZQ �I D + / /��P /ASP 30 o u so ca SCALE ° PARKING SIGN (TYP.) Q \ °o y y F� 1 LOT`' /�`' / / c / / / 1 "=30' o �0A STREET SIGN (TYP.) 25'R z%/O� O < �1 / e e / 1 c o c t� 49IN _ S _.S\ o. ,f,\ �-c,�, �•� L 'C - h FEE 0ft.) SHEET NO. PROPOSED CONCRETE SIDEWALK \� �� G ��� �I / LOT 1 in e PROPOSED y' BIKE LANE \ \\ �� \� J v ' / / 6 / /IA CHLIN - SEE SHEE A �� �� 41 / / � / 5 e / - C \ j " r�\ ,° \ 6r'o. -- • "' �-STREET SIGN ,\ A (TYP.) 25R�049 03 MATCHLINE SEE SHEET5o PROPOSEDS'CONCRETESIDEWALK / e < . LOT- / < PROPOSED 4' BIKE LANE \ p \� \�/ °x2 h° 3� (' , yh 8 41 < < / � I •. \A\ ••\\ � LOT \ P y •.. �hX ,:� .. � � M/ / � � e � � � � 8 PROPOSED CG-12 (TYP.) ✓ STOP SIGN (TYP.). < < c 0 \PROPOSED LANDSCAPE & y$ %/ yW ti j o 9 LOT / F J/ < OPEN SPACE GF oGy` \ `� MAINT`E' CE EASEMENT] : //: x00 / 3 S• 42 lz�plC�G� \\ \ h�.o-'•J /\P y�O\ / / F F E �G \ PROPOSED SIGHT p O O < E e < O DISTANCE EASEMENT !L OP \ tiry r1 oI ; \ LOT FCC \ ROPOSED 4' BIKE LANE 43 F�� tiO Lam/ Qo LOT / 44 / <PROPOSED WALL ✓ / 9y \ STOP SIGN (TYP.) R ��A \ < < / / \ \ \ / • PROPOSED GARAGE (TYP.) �"` PROPERTY BOUNDARY (TYP. MAX. HEIGHT=3' ti / LOT \ \ \ oo /.'�� , tit \ \ 18'x20' MIN.i,� e E // �/ _ y1 ./, n6 PROPOSED CG-gD ENTRANCE (TYP LOT i < F e kLIMITS OF GREENWAY. / 85 \ \�9x / \ yti 8 </ < < FUTURE PUBLIC GREENWAY TO BE / / PROPOSED CG-1z (TYP. \ ro N s 45 E k / EDICATED TO ALBEMARLE COUNTY " � ( 4- k � / AT TIME OF FINAL SUBDIVISION PLAT, / / LOT 96' //% / ti _ P . 13+ .01 a STREET SIGN (TYP.) y LOT y / * r <k k k ` E' c PER PROFFER #z OF ZMAW:18ocoii �/ �, PROPOSED CG is ENTRANCE (TYP.: \ ? i / E F // 84 % / \ y,\xh° PROPOSEDCG-iiENTRANCE (TYP .) 46 �/ < < < k� / PROPOSED CONCRETESIDEWALK Y / E F , 5 STOP SIGN (TYP.) / S < F < /k / < d / \ LOT / e LIMITS OF GREENWAY. /t PROPOSED WALL / LOT 96 NO PARKING SIGN (TYP. o° \ y� \ 47 3y / FUTURE PUBLIC GREENWAY TO BE F k E t� k / / MAINTENANCE EASEMENT / i / L', \ / e DEDICATED TO ALBEMARLE COUNTY / k k e e / °/ / 83 / �ti> \. \ S�\ / F AT TIME OF FINAL SUBDIVISION PLAT,, -< a ' \ '; / / PER.#2 OF ZMA201800011 k END OF EUSTIS AVENUE ROAD CONSTRUCTION 4- PROFFER - h ,._: ap• -.- fix.. IT SIGN (TYP.) : Fro ti PROPOSED TYPE III BARRICADE & END OF ROAD SIGNAGE SPEED LIMP PROPOSED 6' PLANTING STRIP FiA , ` / \ \\ PER VIRGINIA WORK AREA PROTECTION MANUAL \ \ k kk tF E k k j / < 8 z 0° < EXISTING STREAM 4 // ( ^s a ROPOSED CG-6 CURB (TYP.) \ \PROPOSED DRIVEWAY (TYP.) A� , 4 �j0�� ROPOSED CG-gD ENTRANCE(TYP.) sV v1 k- �. E - E <-. - �/ / / \O T� -./ \SS 9p�\\ �'S�V \\ �. �. �- �k k� k..�k- �` E 4- < (1) PROPOSED PARKING SPACE (8'Wx2.o'L) ° h� FSFT\ \\ \ Os \ < /�� k F LOT \ \ \ \ / , ti ��/ rF! \ S 9�r < / 81 �yA zG F\ < \� ` / E e c < k F k/ / / g bLOT .. , C \tiQ �s\ UTURE &PLANTING STRIP \� < j < 9z/ �, / e , 58 / \ �s \ < k \ < / / LOT �� R� ti O� / �`` / \gtiF G/ k Q GL / FUTURES' CONCRETE SIDEWALK \ < / / 8o o e / LOT v� �' Lo / s- / A\Sloe < / 9 a ti �� y " R \ / 9a. 59 / PROPOSED SIGHT G 9\\ 9 < < / / E /L r ` o /.g / DISTANCE EASEMENT 6, L FUTURE 4' BIKE LANE / / e liFF F \� / / PROPOSED LOT LINE (TYP.) / ��0 LOT �R' ti / ro / / A f�2 < a j e < / Query . _ �� LOT / �/ // l e \ P�iy°SG\1 I) /0000, �'` < �. / moo) /O C1�// ;Oho ° ,.•• 3R , tit // 9a,. 6a // / <-I p E ti Qom/ �0 O h� i) PROPOSED PARKING SPACE (8'Wx2o'L) / / \ \ I � e � / / LOT 91° T} /� o� y°j .• � \ / / �,ti/ I � \ \ e � � I � < /� �v 8r J ��Q�� r �ivv v v LOT / // I vyVQ���- 7 61 / E eI A �gy 'VCF\ < \ < O� v s / / yd < <I / \ 4 / I� / \ \ SFT\ �Q FP n 3 PROPOSED GARAGE TYP. - 6,9\ / i� Qp�� O 18'x20'MIN. e /\ LOT \ \y\�\\ 7 ,P o° - / 77 / v v ti ti PROPOSED 6' PLANTING STRIP LOT (1) PROPOSED PARKING SPACE (8'Wx2o'L) y 3R / .2pxO14/ ya, 62 / /\-PROPOSED LOT LINE (TYP.) III �/ / LOT 90 \ : zoh�ry :z "N PROPOSED S' CONCRETE SIDEWALK // PT / / / �ry 76 / Xho / / 9p LOT / , 634 <II \ E < / LOT 9�' `�Q• ; / / 'j OPEN SP CE L � �� � � �� // � < � � 75 > � M� �- 88 OT / e- < ��/� �� e < ` ,�,R \\� PROPOSED GREENWAY (TYP.) �/ y / v (1j PROPOSED PARKING SPACE (8'Wxzo'L) v / C LOT o / / FUTURE 6' PLANTING STRIP / n N° ro� / \ LOT / / / / / /� / 74 / ro / \ \ 65 /` E / e < < / PROPOSED CG-9D ENTRANCE (TYP.) / ro° / / \ 8 \ / / �►/ \V LOT 9S, / / / vov vv /0 < PROPOSED GREENWAY (TYP.) \ / 0000 73 000, LOT j �/ �� /� < < 66 / / I PROPOSED DRIVEWAY (TYP J // E c \ PROPOSED GARAGE (TYP. \ / / / / < / < < < < <1e k. < < < < 18'x20' MIN. \ ry 7 ::.. / �ry / < < e < 4- 4- 4 ' LOT < <� < < E PROPOSED CG-6 CURB (TYP.) as / / / E F < < < < < < I < 4- < 4e < < F PROPOSED S' CONCRETE SIDEWALK e E < < < E < / < \ // j ti� aP \ LOT 4-EXISTING STREAM` < < < ` \ < < 68 / / < / < E K / < (4) PROPOSED PARKING SPACES (8'Wx20'L ( ?y / /< <<(i) 2 k // 3 R (1) PROPOSED PARKING SPACE (8'Wx2o1L) / / y� < e / E < < < < < l c h 9a - \ \ / / F < PROPOSED 6' PLANTING � RIP 9 0 \ \SSA LOT / <f/ k � FS\ h \ \O\ / 69 / 4z e E k k F < < < < � / l PROPERTY BOUNDARY (TYP.) LOT y / < e XISTING WETLANDS (TYP.) < / / vP� / / tax `�/ t / < 94.0� OLOT �� < LIMITS OF GREENWAY. < < < < Q� / FUTURE PUBLIC GREENWAYTO BE 71 DEDICATED TO ALBEMARLE COUNTY E 5 PROPOSED CG-6 CURB (TYP.) AT TIME OF FINAL SUBDIVISION PLAT%_( / < / / Oz / yh / e / E PER PROFFER #z OF ZMA2oi8000ii k- E k:e / / / �J�U�` /� v LOT �/ / e < k e - � � / < / PROPOSED 6' PL� ANTING STRIP OQ�QJ ti 72 / / < r/ / .F k < k i ® GRAPHIC SCALE < // / < // �o f•`'� 1p < ' MATCHLINE - SEE SHEET 8 (IN F <� 2 / / FEET ) 1�A, -.. �. L -.�. < F- E / 1 inch - 30 ft. 10 LOT NUMBER LOT AREA sf BUILDABLE AREA sf LOT NUMBER LOT AREA sf BUILDABLE AREA sf 1 5,189 3,836 44 3,551 2,487 2 3,448 2,863 45 3,376 2,493 3 3,331 2,781 46 2,869 2,298 4 7,698 5,855 47 4,528 3,306 5 4,936 3,529 48 4,431 3,215 6 2,971 2,394 49 3,527 2,947 7 2,931 2,353 50 6,316 4,748 8 4,088 2,955 51 6,221 4,744 9 3,727 2,639 52 3,957 3,371 10 3,157 2,579 53 5,717 4,345 11 3,836 2,733 54 6,069 4,438 12 3,952 2,839 55 3,236 2,646 13 3,372 2,793 56 3,036 2,458 14 3,507 2,926 57 4,227 3,057 15 4,412 1 3,211 58 3,486 2,439 16 4,090 2,794 59 2,960 2,383 17 3,256 2,653 60 2,958 2,381 18 3,830 3,228 61 3,566 2,489 19 5,920 4,442 62 3,556 2,488 20 4,715 3.432 63 2,906 2,334 21 3,164 2,570 64 2,837 2,260 22 3,022 2,441 65 3,271 2,241 23 4,360 3,064 66 3,239 2,210 24 4,870 3,624 67 2,728 2,152 25 3,719 3,142 68 2,684 2,114 26 4,450 3,264 69 3,223 2,194 27 4,514 3,288 70 3,189 2,174 28 3,280 2,702 71 2,794 2,224 29 3,859 2,746 72 3,368 2,361 30 3,813 2,696 73 3,516 2,459 31 3,113 2,537 74 2,969 2,398 32 3,071 2,495 75 2,917 2,346 33 3,693 2,626 76 1 2,865 2,294 34 4,974 3,666 77 3,451 2,390 35 3,314 2,738 78 3,602 2,517 36 4,448 3,227 79 2,875 2,305 37 4,616 3,331 80 2,940 2,363 38 3,066 2,489 81 3,523 2,455 39 2,921 2,353 82 3,747 2,650 40 3,682 2,592 83 3,112 2,536 41 4,119 2,943 84 3,072 2,493 42 3,079 2,501 85 3,672 2,519 43 3,009 2,432 Lic. No. 035791 .'t� 10/13/20 �4 o�slONer. E11r'l� z 0 O U I O z O 0 -6 z ! aiS g z Ov V/ f Zcup w U1 z �al U O Z J Lu � I wZ E d � m En W a Lu L li L 0 0 0 0 N N N N 0 Q N Nrl M N N L ti zCIO M N ® M N o Q W 0')0� N N ry W > 1 LLI z J ,� W L9 O O Z= T < C) VU)• Q W Y �z Lu U 0 ulU zLU �.� U) H� J w Q 0�.�/ (D I..L ® O W N u w J 0 w w JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5A U z z 0 i - - -- - 70' UNDISTU BED BUFFER _TH oF� PROPOSED/ / ROUTE z E (�E>NWAY / / / / , : ,� - -- - - - -- - --- - ---- ----------- ---- -- _zaoo' IDE BUFFER ALONG ROUTE l / g TO SCREEN THE DEVELOPMENT. — - - r 3 SEE NOTE, THIS SHEET. - - 0 SCOTT R. LLINSZ e I j o' PLANTED/REFORESTED BUFFER e � / - - f---- -- U Lic. No. 035791,E r — — — - - - - - I - — _ —-------- % 10/13/20 c4 \\101NALw -, LOT LOT LOT I II - \ Z 2 — — - - - -- - - - - - — — LOT 21 zz 3 LOT LOT LOT LOT LOT LOT LOT i r' -- 29 - ---- LOT LOT 28 30 I o 20 I LOT 26 27 31 32 33 I LOT u PROPOSED �4 25 1 GREENWAY y PROPOSED zo' ACSA I _ (TYP.) F- II �II I v z z SEWER EASEMENT (TYP.) I I I--- j f OPOSED SANITARY SEWER _ - - - SERVICE LATERAL (TYP.) J - PROPOSED 6" DI WATERLINE PROPOSED 8" SANITARY SEWER (TY \ V V PROPOSED 8" SANITARY SEWER (TYPJ f r r l I o o PR - - - l z p z Q _ - I - - - S PROPOSED20'ACSA -< f n o / r: a � o � z a z - ° - N SEMENT TY •, I ,w A I 9_ 15+p0 PROPOSED TYPE A o VLn c4 LOW OFF ASSEMBLYLO z J Ce - -. CH COU T �3+00 + o T I O ¢ w SED PUBLI ROAM a3+So 14t+oo a4 5 VJ AIR -RELEASE VALVE 3 �:, H o z E o f ° W- W I SWM FACILITY a ,A � •, m (n UJ m y ® W 1 PROPOSED 1o' PRIVATE e V, > MH-17 11+00 - W W SANITARY R EASEME - _ 5 RYSEWE NT > ° 10+50 _ a Lu - \ LOT — - PROPOSED_ ° PROPOSED 4" DI WATERLINE I W w w ` +5o PROPOSEDAIR-RELEASEVALVE- - 7+ k t > - PROPOSED FIRE HYDRANT z - 6" G.V. ROPOSED 6"x " REDUCER _ - \- w w o W - ASSEMBLYwl6"x6"TEE O 4 Ce w ° ' I I � ------_-- _ _ I I.L �I 1��� :. ..III �I -� \ � � 0 E ROPOSED 6"xq" REDUCER & 4 G.V. PROPOSED FIRE HYDRANT \ \ \ a - - - - j o I A55EMBLY wl 6"x6"TEE /// ROPOSED 4' DI WATERLINE � + _ - \ \ I �' : ,� :: • � � L o ROPOSED DI WATERLINE -- - \ _ BLOW -OFF ASSEMBLY 4 I I PROPOSED 6" DI WATERLINE APROPOSED p PROPOSEDTYPEA I 1 SEWER EASEMENT TYP. - \\ ` 1 / PROPOSED WATER n NI I ( ) r A SERVICE LATERAL (TY. O 0 ROPOSED 8" DI WATERLINE ; / I I b / o 0 A LOT cr I LOT LOT \\�, ---- - w �o 0 o N I I L LOT m y LOT LOT 6 5- ;° - - r 4714 — -, LOT 10 9 nZ -- o Cq v 00 .. _ - ..•� N N O � I _,• - I LOT m I •. •. -r I LOT 12 III u o 8 7 ::. --- - -_ --«� ,-x4a> - -- _ -- a o ::.:.: . I I I I LOT LOT 13 o S �I --- j _ _--- - _— - - _ I I 1LF 15 ' _ �_ ARCHER AVENUE < PROPOSED FIRE HYDRANT L I) I ASSEMBLY w/1z"x6"TEE y I_-� =-' FUTURE ROAD EXTENSION TO ASHWOOD BLVD. ° � LOT , -' � '' / �.• X • ��•.---= � 77' P e i6 I - v8 - _ _ f - ---_ CA PROPOSED 12" DI WATERLINE • LOT LOT LOT o. .. ' ::: • _ — : S ,� - _ — -_ - r _ 3+00 — _ — — M 19 18 17 1" e_ - r '- _ _\-' __� _ _-$-eF-k - (7 - > kz — �_ 2+50 - -- —_ — — — — --- — - -- .i W- W W .. . , 5 � ROPOSED 1z" G.V. _--�� _ - � e 0 o ____ _ __ __ ____ So+So 5a+oo Sa+So � � E ^ 3 W + o PROPOSED --F- �� _ - E ^I L.L 49 a2"x8" CROSS I — - - Lu ° e / / W /49t0o (2) az" G.V. _' F t � /� (z) 8" G.V. ROPOSED az" DI WATERLINE _ I�' E W - e 0 PROPOSED FIRE HYDRANT W o E E l% O o n ASSEMBLY w/az"x6 TEE g+5 - ° k LLI I Lu f E Z _ o LLI i ~ - "•01 I 1� I PPP r o- \• -� a_Q e L 44-� MH ar z Z w � LOT / M XSTNG STREAM �34 ZII e LOT Lu E e PROPOSED 22" DI WATERLINE PROPOSEDzoACSA o LOT 57 EWER EASEMENT (TYP.) r e O L9 LOT 6 � Q x5° / � v � v 5 � � LOT I I �- � e E �� ` � � � 6 LOT 55 e e � 2 � > �935 54 � �`� ° <PROPOSED E U a2"xa2"TEE � i o Ebk (3)-12"G.V. PROPOSED 22 BEND MH 86\ - - LOT v f41000, I 36 \ PROPOSED4 DI WATERLINE f / o W o r � I i \ /. MH ao e / _ E PROPOSED VAR. WIDTH LOT \ ` l '• •" '„ I � G' K EXISTING WETLANDS (TYP.) � \ / \ \ � s r _ � , I \ RAINAGE & SWM ACCESS / f//. 53 \ \ ' i ° v > \ �I /.r U) Y &MAINTENANCE EASEMENT PROPOSED 20' ACSA *° PROPOSED SANITARY SEWER WATER EASEMENT W f f SERVICE LATERAL (TYP.) = / Ll l low W W M � � H ��I // - w o f LOT fkoo PROPOSED / z � 1 8N TEE , EXISTING TREELINE (TYP.) O��Gs 52 /ff/ �� LOT e / U) �� z o ' _ p PROPOSED 8" DI WATERLINE 37 / °may f /II LOT 4„ _ 22.5° BEND o _� �O / ®I J Lu o < 5 tic1 f PROPOSED8"SANITARY SEWER(TYPJ / E 11 �o LOT I I O ° r 0 /%�/ PROPOSED FIRE HYDRANT / � w O�Q �O /ASSEMBLYw/8"1TEE I _ " f f / e � o M -PROPOSED 4" DI WATERLINE " lV� f f' Q/ /q° / / E 0 O W _ _ _ _ LOT Q4 / - �/ XISTINGSANITARYSEWER CV / K / o fro f f x° r' / 39 e E �p PROPf f ti� �� c,l v V PSED ATER ROPOSED' 6 CL I - f O� SERVICE LATERAL(TYP.) �. e ' REENWAY' ' 'vko \ �j'' I ° 4� f �� < f/ EXISTING zo' SANITARY (TYP.) r PROPOSED 22. BEND I 1 „ PROPOSED zo'ACSA LOT / / / SEWER EASEMENT / 4" - 5 SEWER EASEMENT (TYP.) MH- LFO / ` ` < /% / a II f LOOT f ROPOSED 8" SANITARY SEWER (TYP.) a �/ < / / o / II ROPOSED 12 DI WATERLINE 5 r MH-8A °° / GRAPHIC SCALE j ]Os NO. o H S A // x ROPOSED 20' ACSA EXISTING STREAM - `" 82150 0 S - / ;° ° S 3° 60 'o of `,;�SEWER EASEMENT(\YP.) J/ y c SCALE ° LOT I c' \ \ �'. _ - f / / / / ( IN FEET ) 1 °=30' o a 49r\ k_ - E - e _ f 1 inch = 30 ft. c SHEET NO. n LOT Ji e MATCHLIN - SEE SH ET6A, h° 41 / /�� ;/ / A 49 - LOT MATCHLI SEE SHEET 6 x5 � ;? 4 LOT 48 LOT / 'x !yPROPOSED 12" DI WATERLINE ° / p / OPEN SPACE s 0 MH-842 °� o A x 5 ;; / r ' > /PROPOSED e 8"x4" TEE LOT (2) - 8" G.V. " GOLF �\ �° F��O V (1)-4"G.V. 43 / PROPOSED 8" SANITARY SEWER (TYP.) LOT / / A �� ��•, 44 001" / PROPOSED zo' ACSA A / �• PROPOSED SEWER EASEMENT \ / PROPERTY BOUNDARY (TYP.) �_. LOT o J �.� 1z"x8" CROSS � x° o 8 ,� LOT e 5 (( )-8"G.V. \/ r 45 c / G1 SCOTT R. LLINS' ' Lic. No. 035791 a 10/13/20 ��SIONAL LBOT y,�x5° �'� MH-7 6T e / k<�tt // < F / /k U)) m MH-6 LOT e w � < o n [ LOT d� / 47/// [ i / 8 00 PROPOSED FIRE HYDRANT / _ �% H z S � 3 �/ °° �> ASSEMBLY w/12"x6"TEE / / t��k� t �' °) PROPOSED 12" CAPPED G.V. LOT PROPOSED 8" DI WATERLINE E / i RPROPOSED 2o' ACSA i Lu EXISTING STREAM / 82ASEWER EASEMENT (TYP.) OPEN SPACE x�° LOT PROPOSED WATER r _ 81 SERVICE LATERAL (TYP.) LOT e / PROPOSED r / 58 L / / 6 8"x6" REDUCER, ,. / < �- ` E / o 0 o CD N / G.V.LOT &6 / FN CS N CD N 80 ti0) �' /� LOT s' / 59 / / / E0000 LOT ? / �� �� // f 79 �/ LOT PROPOSED FIRE HYDRANT ASSEMBLY w/8"x6"TEE <� LOT PROPOSED 6" DI WATERLINE LOT /61./ c- J PROPOSED SANITARY / / P<0 SA SEWER SERVICE LATERAL (TYP.) / � � � \ P / \ � LOT OPO k LOT / 'O 77 LOT - / 76 �` � �° �o° � //, LOT 63 / LOT 75 / 64 OPEN SPACE e _ PROPOSED GREENWAY(TYPJ °e LOT �� / LOT / / 0,000 // e / 74 65 �.e \ \ \ LOT PROPOSED 8" SANITARY SEWER / PROPOSED GREENWAY (TYP.) (/ \ / .00000 73 �� — d 0 yti LOT / \_EXISTING 20' SANITARY 66 / SEWER EASEMENT PROPOSED2o'ACSA /� k / SEWER EASEMENT (TYP.) A\\, &� LOT \ 6 EXISTING STREAM . PROPOSED 6" DI WATERLINEIN / r LOT , , /, / EXISTING SANITARY SEWER 68 ��� LOT 69 / t 4 kt' ° .` // LOT °4-y' F �•/ / - PROPERTY BOUNDARY (TYP.) / 70 // / i / / I EXISTING WETLANDS (TYP.) / PROPOSED 6" o° BEND TO / /� E / FIRE HYDRANT ASSEMBLY �% d % / LOT� /� 7� / E k" - / GRAPHIC SCALE �/PROPOSED 2o' ACSA J �• / _ E _ " 60 � � � __A SEWER EASEMENT (TYP.) 31 a5 3a � / '� � � � / f LOT MH-3\\ ]2 / _ � ( IN FEET ) woo 1 inch = 30 ft. MH-2 // F k PROPOSED 8" SANITARY SEWER (TYP.) / k / \ / /' MATCHLINE - SEE SHEET 8 Z N Q M � 0 N O W CY) N o N W > W �--I z J > o6 67 LO J U Y w U o ul �_: w z w J ' J Cn I --I J w E o J o 0 O M� W u w J F_ w w w Ln JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6A C / LIMITS OF GREENWAY. ' FUTURE PUBLIC GREENWAYTO BE E PROPOSED WALL DEDICATED TO ALBEMARLE COUNTY I MAINTENANCE EASEMENT AT TIME OF FINAL SUBDIVISION PLAT, I 1 E \ PER PROFFER #2-OF ZMA2oi8000ii PROPOSED WALL, : OPEN SPACE E (MAX. HT. = 6') E I� e E F TURE 5' PLANTING STRIP 2 E FUTURE 5' CONCRETE SIDEWALK � � e � � 4- UTURE4'BIKELANE - - - - - -- -- - -= ss' =ARC jER AVENUE OD BLVD. - — - - — I - - - D EyyTENSION TO ASHWp FUTURE ROAD *4n' PUBLIC RI LL �- E k E E E E E Id1 NOTE: ARCHER AVENUE ROAD EXTENSION F k l< SHALL BE COMPLETED IN ACCORDANCE E � � E W ,— WITH THE ZMA PROFFERS Lu E EXISTING STREAM c � E F E � E k Lu Lu E ` Lu / k C F L t z e F e V— I _ E LIMITS OF GREENWAY. 4- FUTURE PUBLIC GREENWAYTO BE Q i 1 - e e / DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION J% PLAT,, E � E PER PROFFER #z OF ZMAzoi800au _ - -rt I t, k k k k -� k E . -� � k. k E E k k ✓✓✓_ � S � � { �_k L < i I010 I _5 ERE CG-2 CURB (TYP.) z6' E/IS - /F C 1S'GRASS ISLAND-� 26, E/p - F/C I FUTURE CG-6 CURB (TYP F7---Te OAD XTNUE 77' R/w ENSION FUTURE 6' PLANTING STRIP- �S S I — s / XISTING SANITARY EXISTING WA I I I I I I I I o I is I I I � II� EXISTING 12" DI WATERLINE>' PROPOSED a2" DI WA REMOVE EXISTING PLUG & TIE-IN PROPOSED FIRE HYDRANT PROPOSED 5' CONCRETE SIDEWALK TO EXISTING iz" DI WATERLINE ASSEMBLY w/ 3.2"x6"TEE. PROPOSED FIRE HYDRANT (4) PROPOSED PARKING SPACES 8'Wxzo'L),,/, STEEL PILE REQUIRED ( ) PROPOSED CG-2 CURB (TYP. BEND FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE o ROPOSED 22" DI WATERLINE _ ROPOSED 4' BIKE LANE PROPOSED 5' BIKE LANE 000 e � LIMITS OF GREENWAY. E FUTURE PUBLIC GREENWAY TO BE ' E DEDICATED TO ALBEMARLE COUNTY 5� AT TIME OF FINAL SUBDIVISION PLAT, e PER PROFFER #2 OF ZMAzoiB000ii F E / /< PROPOSED 4' BIKE LANE o `� Gx00 LINE rJF I z0+00 p ROPO! P: I PROPOS f Cb 39+$0 V —SIGHT DISTgNC_�=335'° ~ V)pAosi� W a --- sR _ TICW DEXISTINGR 6'E F/CW�Ra— FIC +0 S CE,3g5 e G�EXSmINGANUE 40 W <A 'IAnAn W�W ai v TD z ARCHER AVENUE PROPOSED 4' BIKE LANE SPEED LIMIT (TYP.) PROPOSED CG-6 CURB (TYP.) l PROPOSED S' BIKE LANE } (sz) PROPOSED PARKING SPACES (8'Wx2o'L) r PROPOSED 6' PLANTING STRI 5' CONCRETE p e 'U PROPOSED 4' BIKE LANE /A �b N 4- 4� 4� / k 1 LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #2 OF ZMA201800011 / E PROPOSED E GREENWAY E / 1�(TYP.) E /E \ OPEN SPACE PROPOSED 12" DI V E l</ k PROPOSED 5\CONCRETE SIDEWALK- - GRAPHIC SCALE 30 0 i5 30 60 ( IN FEET ) 1 inch = 30 ft. \15 S\ I-, Lic. No. 035791 .'t� 10/13/20 �4 o�slONer. El1r'l� Z z O V) 0 '. J a c� r � 00<i u in Luz ~ V/ L ui m F- w ; ! O in I Ce L w � d w i (A [ uj O 6 C O O O O N N N N Lu rl '^-'� N N L m Ar � 1 _ � M 0-) Q o M N O Q W 0') N O� N ry W % 1 W z J T� > C;6 Qz W OL9 �-- O J T.q J Z r-I ZD ZD U 0 W ' Y Lu U O O J z W U) H� JW JQ O�.�/ I..L ® O O W N u u w w a V) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 �- N TH OFG J k k k k k F k k k// k titi S\ 9 �/ / k k f k k E o'SCOTT R. LLINS E k k _ \\ \ k k k U Lic. No. 035791 � P // k k k k PROPOSED 6" - o° BEND TO k FIRE HYDRANT ASSEMBLY LOT / / k k k 10 10/13/20 �4 �SSI E�Cl k k k k k Xo° �`, k k E- k k k k ,........\ ryn� i�0 C 8 70 LIMITS OF GREENWAY. � ONAL LOT k f k c FUTURE PUBLIC GREENWAY TO O i}O71 DEDICATED ALBEMARLE COU CURB � SED CG-6 (TYP. F AT TIME OF FINAL SUBDIVISION PPROPO // k 0'T k k PER PROFFER,#z OF ZMAzoi800 k ROPOSED 8SANITARY SEWER (TYP.) k e k k // LOT k f k k k k k k / k k PROPOSED 6' PLANTING STRIP QJ / z / k f k k Ln w m f k k k k k k k k r 4/ x1Z / MH-3 �i / k/ k, k k k k k k O k k k O U) o a I LIMITS OF GREENWAY. E k O a J p w U as FUTURE PUBLIC GREENWAY TO BE DEDICATED TOALBEMARLE COUNTY MATCHLINE SEE SHEET 5A &�SHEETk 6A LBEMARLEcouNTv wma o 66 TIME OF FINAL SUBDIVISION PLAT, Y PER PROFFER #z OF ZMA201800011 kk / Z O wJwk u OAT k k k k k 3) PROPOSED PARKING SPACES (8'Wx2o'L) � k k F.. k k. k O HCn ~ Oaz w z< p ce f k- E k. k k j✓ k k k\ �. C-- k k k. k k k k k F. F k tl. E .k �— W w a w �• w a Lu -" k k k k , PROPOSED ENTRANCE \ k F\ k k k p k k TO PARK AREA f/\ k \ \ PROPOSED 8" SANITARY SEWER (TYP.) k k k k / // I �/ k - � k k - - 'k'/ � \ k / E. E k/k 'k -k N r� L .. k k � k k k NO PARKING SIGN /k \� \ k \\ E kk kE kk k k k o f k k k _� k k/ \ k k \ PROPOSED k k / k k k / k \\ SEWER EASEMENT (TYP.) k .k k k F /k k k k � \ k, � /k f k k / k. �/ y � - i _k E- / MH-1 S \, k_ -,k k _ - l k k E WATERTIGHT LID REQUIRED o N oN 0 N No 0 N N O r /- -k k k 4�. k k .\ \ 4k k / \ k / c o PROPOSED k \ \k k I PARK AREA f/ k i8" STEEL PIPE CASING REQUIRED k \ k /� k k k k k k k ` k k k / k / k AT STREAM CROSSING � 1 ( k k �\ k � l k k v k k � 74 kv --� �--� k k kk k k k e k k \� k k \ k k e k k TIE-IN TO EXISTING k / k k k k k k k k k k k SANITARY SEWE /' k e �i M k k EXISTING STREAM k k' k 0 EN SPAC k k k k k M 0. k k. k, /k. k -_ _k. , k _ kk .k. k y N Q k k k � k k � z� j k k k F k k k E k k E i kk - � N N O k k k k EXISTING SANITARY SEWER k j `'k W > Ik k k -k / / / w - k lk kLIMITSOFGREENWAY. k k k / %� /z k ` / k k k FUTURE PUBLIC GREENWAY TO BE k k / /�C J ! T� z Q DEDICATED TO ALBEMARLE COUNTY k f k w n6/� W k k k k \ k AT TIME OF FINAL SUBDIVISION PLAT, k Fi k k k\ k PER PROFFER #z OF ZMAzoi8000u k / I r-EXISTI ioo-YEAR FLOODPLAIN (TYP.) e k k\ k k LLJ 0O \ /,� k k /\ k k\\ k k// / I k k k \\ k k k k\k PROPOSED GREENWAY(TYP.) k k TI J k/k� k k f k k k \- k k k � I A k - _- k k 1k k k k k k k k k k k/k k / Ik k k\ k 5 k/ k k k \k k k k_ UOld k�\\ OO kk �.� k k -k k k- k. \ k k k k k, - k -/ k / -\ k E Y y p k k k. ♦ _ k _ k .� k - k k E- /y5 k / Ik k k k k �. k �. k.-_ k''.�\k k ©\Ok k/ k k Lu ~ U O i J / k k®k. Ik lk k kk k k O\\O k EE \k\E.E k 2k/`k( / k k/ k ul kk kk. kk k ' k k /k k k kk k k k k O k 'k \\k k k k kk k k /� 5k k // W k Ok k k k k k kk EkEkk 4c k � k \k / Ok. k k k k k k k k k _k.k k k k kO k k E kk k kkk k0 /k z �, k // ` k k w/ N� L.I. J —I k k, k- k k k E k k k/k / k k k k k k E k k. G. k 4Ok k I k k k k w k k k k I k k k"" k k k k 5/ / k / GRAPHIC SCALE \0 k k k k k - k k k k / J Q k k' 30 o is 30 fio k k Yk k k k O k k k d k k k k k k k k k k k // O I k E k/ C 0 M� W k k k k ( IN FEET ) I k " 4z / k k a.. k 4- k . E. -. k 1 inch = 30 ft. 'k k a k k f k k k / /. k k (k- F k- '/ k k k k I k k. / /C U w � w / -k k. /f / k k k 'k k k - k -. k' / k / ' / k 4 k Ok '. k/ 0 S JOB NO u) k k k k k k 5- / k a k "� k k/ k i f k / 182150 ' SCALE 1 "=30' SHEET NO. 8 445 TW PROPOSED WALL - EXISTING MANAGED 436 TW 4a2 BW ROUTE z9 BUFFER A A TH 436Bw / 442EG MAINTENANCE EASEMENT __ - --- ___ Aa STEEP SLOPES(TYP.)L OFF 442 EG _ ____ --------- PROPOSED 8" HDPE YARD/ROOF DRAIN \� - -- _ PROPOSED WALL 1Op' WIDE BUFFER ALONG ROUTE V V _ _ -` 70' UNDISTU BEp 29 TO SCREEN TDEVELOPMENT j � -- BUFFER HE O aa6 Tw 446 TW SYSTEM w/1o' PRIVATE EASEMENT (TYP.) 48�\- -MAINTENANCE EASEMENT � 445 BW - -- '� 441 TW 446 TW 444 BW \\46 � \�470 � -- 445 EG \� 440 BW 444 EG PROPOSED WALL --_ o o N IX O m I A A PROPOSED 435 BW 446 TW - GREENWAY 435 EG ��/ 442 BW (MAX. HT. = 6') -- - --- - N ° A p p SCOTT R. LLINS YD-5D YD-4C \-480 ��------ ------ L� Lic. No. 035791,E (TYP.) 44 - /� 458.0 - - 30' PLANTED/REPO E - - 33 L 0p10/13/20 - - - q40 IV - - - - - 443 BW 446 B 446 TW _ l/ _ �_ -_ - - - r_ __ _ _- _ - - - - 472 y�0 OPOSED WALL_ -- SSIONAL E� w _ _ STED B 1�R 474 yam, - - 446 - - _ YD-4 0 R (MAX. HT. = 6') -��'_i--------- w I YD SA - a a a m �'m o' 46 TW=4 3 BW=46o_- y - a6z T - - - - _ _ - 6y 6 w 60_0 �- m W LOT LOT I �� o N A - - °.° 46z Bw _ - - - - - - -p6 45 N h I - LOT � D 46 PROPOSED WALL- -- - A A 4(0.0 _ _ _ 54 - - - - - 2 I'II , I m (MAX. HT. = 3') YD- A o N A I A w a s rn, - p 6.6 GAR 457.33 GAR 458.67 GAR LOT LOT LOT LOT N 4 rw a4a ew _ __ _ PROPOSED o B N LOT 21 : LOT LOT LOT � * GREENWAv ° 20 FF MT 458.0o FFE 45933 FFE LOB- i � N N 4s 7 LOT 9 45733 2] 28 y61.17 GAR 30 1 I / m (TYP.) 3 2 w A 456.0o GAR o BS 448 17 BSMT 449 5o BSMT LOT 26 I / 61.8 GAR 3 33 LOT p 447 s - - - - - 2 461.83 GAR 4 3 y61.83 FFE GAR I �� F- 6.6 FFE I - - I �4 60.0o GAR 460.67 GAR 46� 5 46z.5o FFE 461'17 FFE 461.1 GAR y61.17 GAR 461.8 GAR I I 62.1 G R - POSED WALL z z 45 7 7 I 4 7 ti PROMAX HT 6) - 446.8 BSM I 459.33 GAR 4 y61.33 FFE I I' 4 3 y61.83 FFE 4 3 3 z /0 62.8 F E i .r o t I 460.67 FFE 61.8 FFE y62.5o FFE �- - o y6o.00 FFE _ _ - - - - ° f 0 __- - _ -- - - BIM PROPOSED SWM FACILITY ; - - T f 4 PROPOSED WALL J I- I 60. eP 4 7 & MAINTENANCE EASEMENT O o 0 PROPOSED 8" HDPE ROOF DRAIN SYSTEM __ - - - 4546- R O I (MAX. HT. = 6') Iw/ io' PRIVATE EASEMENT (TYP.) - - - -_ _ 4 7s 6z 8 F 46i.o8rc % y6 0o BE LOT PROPOSED WALL - o MT -- J v I MAINTENANCE EASEMENT - - - - - - a II -- - �( •e 1 x O m S isa b.. �,. I F - w ? O= can s II EP I a -- -t PROPOSERS ORMWATER Z o a u U c� \ - - "" z G6i'75T� 6z.1 AR u� o MANAGEMENT FACILITY- w a w PROPOSED i; 3 4 o.3oEP 4 7 - - -- z a J J WALL PROPOSED DRAINAGE SYSTEM - - 45967EP 460.E Tc +oo` 462.83 FFE - - SEE VSMP PLAN FOR DETAILS o a < _ S MT �, r - � ��, '. •. '..�..-' 46o.i7 EP '� � + g6o.00 EP 46o.00 TC. �' --- ��' '�..'-.1 i' -' ��i - % 4 3.00�65 LOT � N - (WPOzoz0000y) O � z � o � 3 MAINTENANCE i 1 I_ 15 � I 6a. 8 EP I. 12 O ' � � - __ > w w w o .. { ___ __-- �.i ' ` 4 4 .. 266 46o.5o TC 4 5 5 46o.gg TC �.6 �3+00 459.58 EP _ 19 1 +50 - _ _ r +0 4 r - _ w m n m EASEMENT \ 2 T �., •... ' �. 28B-'.-',. i � _ 1 K�C.I"I COURT 3 - 26A A �6 u PUBLIC RO z1 0° 13+50 0 1y+oo _7I a w a \ W :\ 1v/ �- �_., I .I _ / -��" I ^ .. w W 11 - - 459 --46o.75 TC .r o 50 � ., j i d3-� � ._ I. .j - a6o.uTC '.[ b P - _ P 10+5° 17 462.17 G R PROPOSED VDOT STD. ES 1 3 , a o y6z.8 F, E I � � W Ln � W 10 8 T. ' - • 3.0o B pMT LOT �/ > > 45 j _ \. _ li o ° - - _ 4 0 _ o � Wit- � PROPOSED WALL � = � � . p .• � . .. `; " . :. - -I I it •- _� w - . � � i _ o �, IT. I, I- HT. = 6' LIMITS OF EXISTING ALBEMARLE COUNTY / I a589=E ° 45 11 (MAX. ) Li c _ - o PROPOSED VDOT STD. CLASS Al RIPRAP OUTFACE N PRESERVED STEEP SLOPES HAVE BEEN 28 V 4592 Tc 15 p- 459C r� I w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT o DETERMINED TO BE LESS THAN z %BASED N - - rn /(L=16', W1=7.5', W2=18.5', D=1.5' MIN.) PROPOSED SWIM FACILITY 6 I : ON NEW TOPOGRAPHIC INFORMATION (SEE: ° O SYSTEM PROPOSED WALL 5 v o I \. + -m0 I - - PROPOSED PR VATE EASEMENT DRAINS M (MAX. HT. = 6') w A ✓ 9 o I o / EASEMENT MAINTENANCE EASEMENT A A BROOKHILL -BLOCKS 10 & u STEEP SLOPE' B m \ SURVEY EXHIBIT DATED 8/5/20) TO THE -- -- - � •. I C t � 62 � & MA W� - 5 m yf z.33 GAR 462.33 GAR + y o E SATISFACTION OF THE COUNTY ENGINEER � r I' o FFE h o 0 0 4as TW 1 ION 30.7.4(b)h 1, I 61.1 GAR 461.17 GAR y61.1 GAR nz y 2.33 GAR 6 0o FFE 463'o 439 Bw - PERMITTED UNDER SECT 62.6� GAR 4 7 7 - 62. GAR 4 3 %"� AS PERMIT 4 7 E y61.8 FFE 461.83 FFE y61.83 FFE 4 33 63.0o FFE 1 BSMT ` I 1 CD 6 FF 3 D b y63.00 FFE 4 1 BSMT 453 17 BSMT 453 7 a oN No N N _ 4 4 3 33 O 453 7 LOT LOT _ a 1 BSMT I Ia:- 460.67 GAR y62.67 FFE 453.5o BSMT LOT LOT o 4s3 7 --�° GAR y61.33 FFE 45z.83 BSMT I LOT 10 9 �b ' LOT LOT 6 5 454 / IT ko N 0 452 TWm =, 459.33 447 Bw �, �� 460.00 FFE 1. o BSMT II .P o f � - iJ; I 45 5 LOT ' I PROPOSED 8"HDPE YARD DRAIN SYSTEM � � � O1 BSMT 12 o PROPOSED WA! li 45 7 LOT I 11 o 8 7 w/ 10' PRIVATE EASEMENT (TYP.) - - - -a"� y s LOT 1 1' . o (MAX. HT. = 6') I LOT 4 3 a6a.83 _- 45 _ 2 �'. ARCHER AVENUE E N - - - - -sri - / FUTURE ROAD EXTENSION TO ASHWOOD BLVD. 445 TW p 1 - - - - PUBLIC /' 4 _ 460.83 � �` o 15 � � ,- y6z 1- I-452•%7� - -' _ YD-1 454 \ 75 � � -- ===R�W 439 BW YD-z I� - 11 _ -. 439 EG II �-- --- _ 8.6 GAR - YD-zB ', YD-:LA __ �- 4r. -7 4 7 --- 45 7 4Si.83 462 n r 45733 SMT 4 3 12c YD-1B 45 PROPOSED WALL 45 7 45 �� (MAX. HT. = 6') 45733 FFE 457 33 FFE 458.67 FFE 449.51o6B E PROPOSED 8" HDPE YARD DRAIN SYSTEM YD 2A 60 - - 1 - _ - - \ I ✓ - / / ' U 6.3 GAR ---- m 8.00 GAR 459L3� 1 444 TW 447.5o BSMT yy8.17 BSMT 448.83 BSMT I 448:o YD_3C / w/ 10 PRiVATE EASEMENT (TYP.) M 438 B LOT LOT LOT s - -- -¢ 5 - - _ _ 3+00 �_ / III 442 TW .447 TW �'9 18 17 (_ -� 7. i•, •: •:: .. :: 4 `. I I __Y-�-` i Q 5 _ 436 BW 444 B / 448 6 , ' •. 5z+50 436 EG - / -',;i� -__.-_ W- -.: - - .•.; \F FACILITY 1' -� t t CY 3 440 TW YD 3A '4 / / 1O a VJ W -- 5z+00 \ �� & MA NTEDNAN E EASE I I - / / k N � o 434 BW '\ 447 T I /. s/ YD-3 9 - 50+00 $O+$O 51+00 �51+$O \ LJ t t c 1 434 EG 1 f� _�.. - 44733 5 ` - \ / W 49+ ° _ ..,s-... � / E � k +00 m / W N 438 TWa ^\ s o / rs \ \ j e e /W - O o II < Q 434 BW I I i 9X / PROPOSED DRAINAGE SYSTEM t \ �' _ E / � 434 EG I YD-3B 446 Bw 45 f.. lOA P��\v RD PO VN 4g+50 BA ° >' \ k < _ - \ ,> PROPOSED 8" HDPE YARD DRAIN SYSTEM R�N��Pu81��� �- W w/ 1o' PRIVATE EASEMENT (TYP.) ROPOS-E 43 1 lJl -- 434 TW _ _ _ _ T - - / t e i E W e �S` _ _ - _ J 434 W-T 434EG - . • 454 - - - \�° 1 �� / I E Z = asa Tw �- of o f / bvv 450.0 __ _ __ - 453=83 r_ _ / 1 - _ - �1 i ,, N l E U - - (%� 1 I R LOT. 1449 EG / W - - - ->_ PROPOSED z PUBLIC o Q % DRAINAGE EASEMENT 457 67 F E 34 LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPESEXISTING STREAM Q 0--=.G�=- �. LOT �.I / ---+- „ 0 % / / � � ® I .HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW � 0 � Z / YD 6D 44✓0 / LOT - b 1' PROPOSED WALL TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9,10, & 11 J r--1 ° - EXISTING too' STREAM BUFFER (TYP.) / 57 Q � K� MAX. HT. = 5') STEEP SLOPE SURVEY EXHIBIT, DATED 8/5/zo) TO THE SATISFACTION OF c ( THE COUNTY ENGINEER AS PERMITTED UNDER SECTION o (b)h 0 LLJ 6 / LOT LOT PROPOSED DRAINAGE /0 45 33 4411 TW �, 3 '74 \ = T kh 5 LOT 44s ew V , '. 6. R �, v� \ z.8 GA:R 457 0o E 35 4as EG / U OZS Zi PROPOSED DRAINAGE SYSTEM 54 452,17 G 45 3 / -- o �.. / PROPOSED 8' HDPE YARD DRAIN SYSTEM o GAR .83 FFE 453-So FF o PROPOSED WALL k'oow/ 10 PRIVATE EASEMENT (TYP.) 45, 3 45 $ %455.67 R MAINTENANCE EASEMENTp � q /8 GAR 45 :17 FFE _ - WV 70 42 /� \ 51.5o FFE u 416�33' ^ 452 TW W / \ \ 4 i0+oo YD-6C PROPOSED S HDPE ROOF DRAIN SYSTEM° 3z / LOT 440 BW / / > _ - � I 8l � -- �� � 440 EG •. � �� W 9 J \ TYP.) $loy- _ 32A J 36 �� I i E o w 10' PRIVATE EASEMENT J O 408 6 447 / (, - •�' - -- _ (� o LOTLn J / �68 �hti 53 ,\ % EXISTING (TYP.) C9 I = j - w _ 3zB 1 � _ /� � V1z+5o � h° ,�� � I a52 TW / ,�. � W z G 8.00GAR / �f- -� 451Bw / o A PROPOSED UNDERGROUND 4 vt - - a 71 °r4 7 STORM WATER MANAGEMENT / \ yy8.67FFE y °0 / 1 0 ,` a / a51 EG \ / 0000, w / LOT ks /I -I DETENTION FACILITY- / _ 452 67- EXISTING TREELINE (TYP.) U Z \SEE VSMP PLAN FOR DETAILS / / 52 / o� ( O F o / / (WP020200004) / 44733 GAR 2� OJFL��pP 45333 / o 448.0o FF ( C / LOT o �f° � 3� EXISTING PRESERVED / Lu o 4 xh O 3 STEEP SLOPES (TYP.) LOT / 06 \ / ti Q 405 4 45.67 l! f ti ELO 4551 33 GA I O R /I / 446.67GAR / / , c 2.00FF // Q o �x \ 410 YD 6B 447.33 FFE \� ! :' // Hv �/ LOT I / yo a/ 3$ / p _1 / o m 5, 0O // / 34 45o.67 GP / / / N yoy sF J \ _ PROPOSED zo' PUBLIC // 0 �/ 1. FF / s �� y� ��� - _ - DRAINAGE EASEMENT / �/ ' 34q - 45 33 v LOT / I / LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES / w / o �:�` HAVE BEEN DETERMINED TO BE LESS THAN z5/o BASED ON NEW C PROPOSED 8" HDPE ROOF DRAIN SYSTEM - 7 j 39 / TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9,1o, & 11 �Cp w/ lo' PRIVATE EASEMENT (TYP.) / //� PO� x�° 450.00 GAR,! STEEP SLOPE SURVEY EXHIBIT DATED 8/5/2o) TO THE SATISFACTION OF / E F 4So.67 tT / THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h w w E PROPOSEDs 4450 - / / w GREENWAY \ ���'I z/o s / 0 / a� � °o 44533 GAR (TYP.) \ � � 4 � LE Toe No. YD-6A so 6.00FFE 66C // RAPHIC MCA o � �� s9 • \ � LOT 4 I�`, / / o / � / 182150 R 0 i Y EXISTING STREAM I / o / \ 50 60 \ I \ 4 4.67 GA z o SCALE / �N SPA 44 •33 FFE hx 9 y4 / / / IN FEET "- / \ 450.83 GAR / ( ) 1 30 N - ° ,� 1. o FFE / / 1 inch = 30 ft. c / v H IN - EE �5 E io 66p ;45 s / A oo L EI LOT 66 h 441.67 BSMT / / o "• \\ SHEET NO n / \ 49 65 I� ° / / .It oo GAR o '' ` / / PROPOSED COARSE AGGREGATE OUTLET( \... „Jx.... 1V1/-� I�LI L�N�\1 SE� \J SHEET I 9 .. -- \�\) �� 0� \ ��. Y 66Dy� '�' - / 450.$o FFE / f / - J \ \ / PROTECTION w/ GEOTEXTILE FILTER \/) goo LOT \ �, 1.6 BSMT / TH 1 v 401 FABRIC UNDERLAYMENT. FABRIC TO v 49 PROPOSED VAR. WIDTH \ NOS - a :_ ° BE KEYED INTO EX. GROUND 9" MIN. DRAINAGE EASEMENT \ ` AT ENDS & ALONG PERIMETER. GL- _ a, \ 44400 GAR 1 ° - / O R LOT / o FABRIC TO OVERLAP A MIN. OF 9"4.67 FFE , " - 440.17 FF " /�S 0 '�. N.) 57 , �yo 44033 41 / / O C TT R. LLINS_ \ (L=10', W1=6', W2=6', D-18" MI '� LOT / o /' B T 7yyy \ _ \ 64 ti i / /� Lic. No. 035791 a PROPOSED VDOT CL. Al RIPRAP LINED DOWNSTREAM OUTLET / A •� PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER \ SEE VSMP PLAN FOR OUTFACE A �� \ 44�0 /i.8 i \ ,/ ���, • ". "dp 10/13/20 �4 FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM 4 p , ,.� A �// o _ k4$ �3 AR �� (WP02020000) YD 6 i 64A /0 439.00 /LOT DESIGN INFORMATION s o OF 9' AT THE ENDS AND ALONG THE PERIMETER, AND THE x $$ F' E _ S`SION L EEO STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY _ - F / 6 OP - MT 42 r w A DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE - - -- - - - - CULVERT AND 21' WIDE AT THE END. STONE THICKNESS=18" _� " I �' v� \ \ \ , 3 �P?\L� ,y(�x00 PROPOSED 8" HDPE YARD DRAIN SYSTEM / �� �. i �0� P�� -5o F A LOT / z w/ io' PRIVATE EASEMENT (TYP.) F 5 5 j z / OQO 64B 4 BSMT 43 % J - �x ��v oo-.; 6x5° LOTS / o 424 TW �,,•e� 424 BW / / ` - - A\ 4,38� \ / z z \ _ S e' 444 6 B\ / o \ / Lu 4za EG ti 6 6z o ,6 � o FF,MT 62A � _- � 8l0 " k34. 7 r o PROPERTY BOUNDARY (TYP.) �_ VLOT o 1 R \ / 7 / 8 ti�x �� 4 3 a LOT 3 !/ % / o E r \ 6 PROPOSED WALL I �43 6%GAR �S � � : � 434 o B i � i � �� � / z � w V * �MT d o o 62B 45 - (MAX. HT. = 3') % / � 40'33 FFE' E x / 3o.5o BSMT i 442.5o GAR / / > ¢ r ¢ as g °xs o LOT / �'��jl / / - e r o r - 43.17 FFEy'' LOT < e / / L / / e� f z ¢ t _ 4 MT i / , / w ca 0 v 0 PROPOSED WALL / o�X�/ / 8LF ,50 46 /� -1 �� i / o Ln u w MAINTENANCE EASEMENT ® alai' j 9.00Zv r1 PROPOSED 8" HDPE ROOF DRAIN STEM w 3 6 FFE / F ¢ a ¢ 55 akx�^ ME ) 429.83 BSM / LOT w/ 10' PRIVATE EASEMENT (TYP. / LO,T� ' o \ / / ' e / w m vi m s \ / / 3% w 47 / / ¢ W ¢ \ / 3438.33 GAR \ oo / / / e / / w w 8 / 439.00FFE` ti� �. r / 424TW �29.17 BSMT / 8 ROPOSED DRAINAGE SYSTEM (TYP. / �.. / W w ` 423 BW / LOT 43 ) LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES 423 EG 3% a / d HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW �kk / w w o " / v 82 fi GAR J/ A 5S TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9, io, & 11 / E / EXISTING STREAM I / 437` 7 v o STEEP SLOPE SURVEY EXHIBIT, DATED 8/5/2o) TO THE SATISFACTION OF 43833 FFE E COUNTY ENGINE S PERMITTED UNDER SECTION r 4z8r�oBSMT do 7 / � \ THE NTY ERA ER SECT N 30..4(b h �E a i �� 2q/o LOT � / /ro 439.33 r FF� � � � E / / i �/ � LOT sx � ✓ � / ,�, i o E O.L 43 5 54 �- / / i" w o 0 o N 2 r N N N / 438.67 GA / 427-33BSM T G�� - / r 00 LOT 43933FFE / / �� _ �� / ��/ � �� a � r o / �� 8o 435.17 GAR �� goo So/ / / LOT yo / ,�5 PROPOSED 8" HDPE ROOF DRAIN SYSTEM 26.00 BSM o 435.83 HE 53 S9 43g:00 GA / / is ^( ` E w/ 1o' PRIVATE EASEMENT (T4 YP.) �/ / / LOT- / 433-37 GAR \ / LOT- / 79 433.83 FFE 51A ,� 43733 GA / 6 / - 438.0o FFE 6o S 2S�F, / - / %4z4.00 BSM o � � / p LOTS 7 1.1 FFE /�, ��QJQJ��. h Sz6 LO / PROPOSED 8" HDPE ROOF DRAIN SYSTEM '. / � - - C6 8 4� 7 J 3 3 / �� / / w/ 1o' PRIVATE EASEMENT (TYP.) i o / EXISTING PRESERVED \ STEEP SLOPES (TYP.) 3433GA� 77 LOT 0 43o _ 435.00 EF ti z°/ Q L9T 0 43�.33 / n / oo GAR 433.00 FFE / / / / LOT � 426sesM 5° � � . �_�� � � � / � � � �� I/ N v / 4� $ / 76 /i° / LOT ooGA. / / � � � 67FFE �' 8 / 49�_ o � _ � 03 �� � i / / / I � � � � % � o / 4 POSED GREENWAY (TYP.) H �y.83 BSM do 4 % y°� 29.67 GA / / io T� PRO � LLI LOT 430.33 FFE /� / �' / rl Q LOT / 7S 4�z00F ER, 4 7.67 GAR 33FFE'" 64 // d i _7( d o 4 i.83 BSM SA % �� �/ LLI W a / L o� a /. 74 41933 °o 48B LOT / � PROPOSED GREENWAY (TYP.) >. z GAR / ti / E Y 0 / 420.00 FFE �.. 65 � E �� % J T� o 4�30.17 BSM / / Q / moo/ ! / %/PROPOSED � / � oLOT zz.1 AA8" HDPE ROOF DRAIN SYSTEM E 2 4 7 3 41 67FFE " 47+ / /. 422.83 FFE- w/ 10' PRIVATE EASEMENT (TYP.) J� �F " ' 0000 00 6 = �� / \ i S 497.5o BSM 6/ / LOT /� / �- - E / i v / 0.17 GAR / ROOF17B %' o 420.83 FFE / LL] � U I EXISTING PRESERVED f Q1:2 q LOT �/ / STEEP SLOPES (TYP.) / E 46 / 7 YD-7D 417.5o GAR ° 30/ 418.17 FFE w w // EXISTING STREAM W LOT _z . ,/ i 415.5�GAR �� / z � � 46A / 416.1�FF / 6$/ 45 / / / �� /� / U z i A� / I- o oo LOT/ � / ♦ w / / PROPOSED 8" HDPE ROOF/YARD DRAIN O �1- f E 11.67 CiAR �� �� // SYSTEM w/ 1o' PRIVATE EASEMENT (TYP.) �" / PROPERTY BOUNDARY (TYP.) o 4zz 33'FFE \ / / / o.' GAR LOT ° % / x /� - ��� / �, �� ��� � C) �/ c / 4 33 J 411.00 FFE 70 j / k _ I / � • _� _ ti� _ � / YD r EXISTING WETLANDS (TYP.) s LOT 4 Z / �� GRAPHIC SCALE 43 o GAR / / a s a / 4 933 71 ;� 1 / w w F F / 10.0o F � / w E 4 E /' YD-8A ��- E / a � L / �'. - / /��� - - -X� // / ( IN FEET ) JOB NO. E " LOT �r .' 4- �'- / 1 inch = 30 It. o 182 150 72 / PROPOSED DRAINAGE SYSTEM (TYP.) v /%/ SCALE o :o ° YD-8 SYSTEM w/ 1o' PRIVATE EASEMENT (TYP.) �� 1 ��= 30� / PROPOSED 8"HDPE ROOF YARD DRAIN E - / e Qj,� o 42 0 /� SHEET NO. n MATCHLINE -SEE SHEET 12 / /r c 10 s i PROPOSED VDOT STD. CLASS Al RIPRAP OUTFALL w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT iED WALL/(L=16% W1=7.5', W2=18.5% D=1.5' MIN.) T. = 6') - _ PROPOSED FLAT VDOT CLASS Al COARSE AGGREGATE OUTLET i PROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT. _ _ I FABRICTO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & / I ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" (L=10', W1=6', W2=6', D=18" MIN.) PROPOSED CE FACILITY E N FOL)K/ I & MAINTENANCE EASEMENT \ SEE VSMP PLADESIGN INFORMATION--UTFALL h F. /-� — i �•j / ARCHER AVENUE \— \ FUTURE ROAD EXTENSION TO ASHWOODBLV D. 77 PUBLIC R/W' i�S00, — _ SS+oo ,,-- / SS+So ' S6+ 0 5 +5 _ 544 \ \ \ 0 _ r FY 4ENi / Lu 60 o Lu \ \ \ \ \ sZ W \ \ \ \ \ \ \ 5 �_ _ s S� e Z ✓ V A A V A v � v / eI, _ / L ROPOSED GREENWAY (TYP.) \ \ \ \ _ 6 1 'PRESERVED STEEP SLOPES EXISTING STREAM cQc I ® -� s/s �s=_ ` / \ ` \ \ \ \ I / J�� \N 25% BASED ON NEW��0 O J u 1 co Q� )KHILL- BLOCKS 9,1o,&22 e /zo) TO THE SATISFACTION OF _ _ JNDER SECTION 30.7.4(b)h E �,� �� / l� i i / ���s / \� "�04 O O l- k co k�rk6 r GRAPHIC SCALE 0 0 5 0 6o ( IN FEET ) 1 inch = 30 ft. PROPOSED VDOT CL. AI RIPRAP LINED UPSTREAM ENERGY DISSIPATER, WITH FILTER FABRIC UNDERLAYMENT. FILTER FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM N0� �' I--- OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE _ I STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY DISSIPATER DIMENSIONS: 10' LONG, 10' WIDE AT THE / Jd CULVERT AND 18' WIDE Aj THE END. STONE THICKNESS=18" i PROPOSED VDOT STD. CONCRETE HEADWALL� WITHOUT WING WALLB / .� W W PROPOSED CULVERT 8oD SEE SHEETS 3o-3i FOR'Llu' o0 DESIGN INFORMATIONKNo Lu �6x � � t 60C �10+ _ - lZ V I ( Z "J 8oB 80 �430 _ I 8oA 79 — 4z+oo 42+50 43+00 — AR"ER AVENUE PROPOSEb PUBLIC ROADI R6 VA . WIDTH R/W 6A I o 78 77 = 403 4 0 4� / F d' C 4 0— 402 sao - 454 Z \ y` PRO PO ED VD0 STD. C NCRET PROPOSED DRAINAGE SYSTEM ADWAL WITH 45- WING WALLS \ I PROPOSED VAR. WIDTH_/ \ DRAINAGE EASEMENT \ PROPOSED VDbT CL. AI RIPRAP LINED DOWNSTREAM OUTLET PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM\ OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE — STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE CULVERT AND 21' WIDE AT THE END. STONE THICKNESS=18" PROPOSED FLAT VDOT CLASS AI COARSE AGGREGATE OUTLET 401 PROTECTION w/ GEOTEXTILE FILTER )0- a FABRIC UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. o AT ENDS & ALONG PERIMETER. 0 0' FABRIC TO OVERLAP A MIN. OF 9" (L=10', W1=6', W2=6', D=18" MIN.) / � I \ \/ SEE VSMP PLAN FOR OUTFALL c DESIGN INFORMATION J (WP020z00004) I kf Lic. No. 035791 ,'a 10/13/20 44 * SIONAL Z" z p W 0 z o J m to J L Q [ O z L W O O O N N N N O Q O O\ � M N N CD 't 'D r CD 0 �A 1 _ M Z N Q J M � 0 N O N W N O N \ W / ' w ZJ�'a '� z > c W uj L9p z z U � dS W Y Z U Q w O D ul w Z w J ll� J J w E p J Q o�.�/ I..L 0 OCN W U w J Iti w w w d m JOB NO. 182150 SCALE 1 "=30' SHEET NO. 11 FFE 70/ 50 / LOT SC( R. LLINS'Z U Lic. No. 035791 � 017 - r 43 4o933 GAR � / ]Z r I `-4io.00 FFIONAL 10/13/20 E�Gl YD-8A LOT 72 PROPOSED DRAINAGE SYSTEM PROPOSED 8" HOPE ROOFIYARD DRAIN — / ° / SYSTEM w/ io' PRIVATE EASEMENT (TYP.) / 4 o o YlD_8 , I 42 o _ ::. Fop �'MATCHLINE -SEE SHEET so k- H w r w _ ,. 4-�` o O -_ '- _ / '- O u m 5 < � .. f:. ��f k.I _ A F_in Ce >. > / I }}�k LU - E co a En i co E — �/ �v N W ¢ a wLU w a a \ / En En w I I / / d 1 J {- \ f- o o N o _ ��/ o PROPOSED zoDRAINAGE EASEMENT TYP. F I F - - % E �A PARK AREA �� � - / 4 EXISTING STREAM // 4� / 2/ L9 ti 4 ✓ E i e /i a) Q / I / /" ,� �..' �- /� �, CN O CY) Q-7 O 36� � e EXISTING ioo-YEAR FLO0 )PLAIN (TYP.) / / \ / / �( E _ W T� J \ e e \ /z Z > I PROPOSED GREENWAY (TYP.) j ` �� / � w a UJ O I 35 l✓� / v V r / Q I, U PROPOSED VAR. WIDTH �\ � ✓ � �� ® = V � 0 � DRAINAGE EASEMENT �V V "� � � y� y� �' � � � po k 4 r OO c) ■/�■ / as i U 0001, f �Oo t h�� OO `� J m cD v 'o �°` / �- E O @� �O< / �= LU E I O� I 1� / E EXISTING ioo-YEAR FLOODPLAIN VI �4 /� % F / \ jf � \ k LU PROPOSED VDOT STD. ES-i & RIPRAP �J h CHANNEL OUTFACE SEE VSMP PLAN; E / �E - < 1 I — FOR OUTFACE DESIGN INFORMATION O E � E /(WPO20200004) 1 � j/ i y� � � � i � � � `— --- � � o LL m e E / � Wcl PROPOSED VDOT STD. CLASS I RIPRAP OUTF LL �� / -GRAPHIC- SCALE GEOTEXTILE FILTER FABRIC UNDERLAYMENT) G w� o e 30 (L=24', Wi=6', Wz=iz', D=z.'MIN.) < I u) JOB NO. 182150 / !'� y - — — — -- -- UN FEET ' - - / O�— _ - — h 3 inc - 0 Pt. - ------ - SCALE ---- __ / % / SHEET NO. 12 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION, vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONS7RUCT7ON INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 7HE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR K17HIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL GI 2A DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA7ERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMA 7E, EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCA7IONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY 6•-]" s•-3" 3'-1/j' S-T/j' 3'-1%' ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF N H GUARDRAIL, AND ROADWAY SHOULDER WlD7HS SHALL BE INCREASED TO SEVEN (7) FEET. »A {tlY 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES I I I II SHALL CONFORM TO VDOT CG-9(A, B OR C). J J IJ J IJ IJ J 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH 7HE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS GR-2 GR-2A (6'-3" POST SPACING) (3'-1%2•' POST SPACING) SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. MM DYNAMIC DEFLECTION - 3MAX DYNAMIC DEFLECTION • 2' 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE WRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND NOTES: PROPERTY NUMBERING ORDINANCE AND MANUAL. GUARDRAILLOCATIONS 5H0M ON PLANS ME AI ONLY AND Cµ BE ADJUSTED DUNG CONSTRUCTION IF A) IT I 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY As DRECTED BY THE ENGINEER. THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE FOR Dfrals OF PDsr AND MOCKWTS SEE SHEET NO.501.05 USGETE2RTM0D XUSGMRiNAMETHOD INNESTED N NDD FOR DETAILS OF RAIL ELEMENTARRAIL SPLICE JOINT, AM PAT OR BACK OF POST DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ASSOCIATED HARDWARE SEE SHEET ROSE 501.01 MO 601.02. •WHEN NESTS RAIL U ABOTDNAL RAIL B PLACED ON BACK OF POST 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN RAIL ELEMENTS ME FURNSHED SHOP CURVED FOR HMI( FOR GrI THE MST SPIN XWG WILL BE W-3". SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. BETWEEN 5 FEET AND IUD FEET. 12. VDOT STANDARD CD-1 OR CO-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE ai gi WIH POSTS /SHALL RIA LOX BESET MOW "THAN 4/j'' SHALL R OOT SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN SET VERTICAL. W WITHOUT ALTER TSMD POSTS SHALL BE SET MD HONED WITHOUT ICA11MIOX CR FORCE,AB PER ON 7HE ROAD PROFILES. sEcnd 595 of THE sPECFICATiore. ALL Gfl-2 AND GR-2A RAIL HALL BE MAINTAINED AT A 13. " A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE HEIGHT OF 27 MIN - 28 " MAX M MEASURED PER Q sTAMMO CR-Ns. DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS THE VIDEO INSPEC77ON SHALL BE ALL W-BEM RATS SHALL BE LAPPED N THE DIRECTION of VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. CONDUCTED IN ACCORDANCE K17H VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A THE OPTIONAL M-2A METHODS OF NESTING THE RAT M USE OF AN ADDITIONAL RAIL ON TIE BACK OF THE POST FOR VDOT OR COUNTY INSPECTOR PRESENT. STANDARD M-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. ROAD NOTES GRADING M �s DA®s 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONSMOM MD arsl , THE ROAD & BRIDGE STANDARDS SHEET 1 °F z REVISION : OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS SHALL GOVERN THE MATERIAL EIR.04 MIT AND CONSTRUC770N METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 7HE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFACT70N OF 7HE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. 07HER TREES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINAGE 7. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICA7IONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS 774AN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORREC77ON. 2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. 7HE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF 774E INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACT70N BEFORE SURFACE TREATMENT IS APPLIED. 7, PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS. 9 ENCROACHMENT POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED, J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). CG-12 NOTE COMPONENTS °F CUB NAVES CONSIST ON THE FOLLOWING: CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSST OF THE FOLLOWING: HYDRNILIC CEMENT SIEEWNJC (DEPTH W INCHES, AREA IN SOME YARDS) RYCBNJLIC CEMENT SICEWN.K (DEPTH IN ACRES. AREA IN SQUARE YARDS) GENERAL NOTES) CURB WHEN REQUIRED (CC-2 OR CG-3 N LINEAR FEET) DETECTABLE WARNING SURFACE fAAEA W SQUARE YARDS) GENERAL NOTES: CUB WHEN REQUIRED (CG-2 OR CG-3 W LINEAR FEET) DETECTIBLE WANING SURFACE (AREA N SOUME YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM MD SHOULD 1. THE OETECTA LE WARNING SHALL SE PROVIDED BY TRUNCATED DOMES. EACH OF THE (HOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WMM'G SHALL BE FROM THE MATERIALS APPROVED LIST FOR SIRSIAJMA6ZED FOREACH CUB CUT RMP. 2. DETECTABLE WARNING SHILL BE FROM THE MATERIALS APPROVD LIST FOR BE SUMMARIZED FOR EACH CUB CUT RAMP. DETECTABLE WARNING SUFACES. PRO T LISTED SHALL T PRODUCTS NO ECT THEREWWEMNTS OF THE SPEGVL PNOVIBON FOR LG-1T OEtECTIBLE 5CEINETECTABLE RAP IYt MAXMM 4&1 MA% NAMES STHELSP UAL PROS OR LISTED 12 DE MEET T THE PEWWEMENiS OF THE SPECIAL PROVISION FOR W-12 DETECTABLEWARNING SIDEWALK EMIRMAX MO SHOR BE SUBNRTEO i0 THE SiANONCS MD WANING SURFACE MO SHOR BE SLBNITTED TO THE STANOAR05 MD ESIGN S SPEC(& DESIGN SECTION FOR APPROVAL. \ SPEC& DESIGN SECTION FM APPROVAL. ]. MOPING SgES L£ CURB RMP NAY BE Pq]QD MOHOLITXICNIY WITX RNIP Y 3. SLCPNG SIDES OF WRd RAMP HAT BE PW:ffD AXINOLITXKALY WITX RN1PVFLOOR OR BT USING PERIIBSBLE CONSTRULTId JOINT WITH RE TARED BNBS. a'T�� FLOOR OR BY USING PEflN55BLE LCNSTRULTId JOINT WITH flE URED BNK.4. IF RMP FLOOR 6 PRECAST HOLES MUST BE PROVIDED FOR DOWEL BMW SO TXAT ADJOINING FLARED SEEST BE EMT PLANE ASTER PLACEMENT OF ' 1- AX O 4. IF RAMP FLOOR IS PRECAST.HOLES MST BE KOVNO FOR DDWEL SASS SO�M THAT FL BE CAST N RPCE AFTER PLACEMENT OF RECA MAX H PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A•a. C TYPE A ST RA'ING M. T C PRECAST RMP FLOC. PRECAST CONCRETE SXN1 BE CLASH A•L. TYPE A 5. REQUIRED BARS ME TO BE ME.5 X B" PLACED INDENTER i0 CENTER ALONG PERPENDICULAR 5. IEWWEO BARS ME i0 E N0.5 X B" PLACED PCENIER i0 CENTER ALMG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR. MD -DEPTH OF RAMP FLOM. MINIMUM CONCRETE COVER 1/E". BUTH SIDES OF THE RAMP FLOOR MD -DEPTH OF RAMP FLOOR. MBM(M CONCRETE COVER T/z'. 6. CURB / CUB MD GUTTER SLOPE TRANSITIONS ADJACENT TO CUB RAMPS ARE INCLUDED IN PAYMENT FOR CURB I CURB AND GUTTER. 5'MN 6. CUB / CUB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CUB RASPS ARE INCLUDED W PAYMENT FOR CURB / CURS AND GUTTER 5'MN T. CU(B RAINS ME TO BE LOCATED M SHOWN °H TIE ELMS OR M ORECTEOT. !Ilm CURE RASPS Nff TD NE LOCATED AS SHbWH ON THE PLµS °R M ONECTED T!-M BY THE ENGNEER. THEY AAE TIR BE EN BE D AT F A HI HW YS WCILITY R MKCESSIBLE RGVTE WITWN TFE gDXi OF WAY CF A NDNWAY iADLITY 12;1 M BY TIRE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER=�121pX M ACCESSAE ROUTE 1WINE TE MGHT OF WAY CF A HIGHWAY FACILITY\ CROSSES A CUB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSES A CUB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PHOPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN M FLµS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B OR NONEXSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS M SHOWN ON FILMS OR M DIRECTED BY THE ENGNEER AND SHOULD NOT TYPE B SE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT ESTES. FEE PARALLEL BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FEE PARALLEL HYDRANTS, DROP T T T i PROVIDE ACONTINUOUSHYMµTS M S 0 0 INLETS, ETC. ACCESSIBLE ROUTES 0 DE PATH CONNECTING ALL IINOBSTRIIETED STABLE F A MID SUP THAT CAN ACCE54BLf ELEMENTS OF p iACILRY TXAT CM BE APPROACHED, ENTERED nu tiN ! T' J 5 ,P,.v�A H AA. : •Vv \ '�N V'B :): � PROVIDE A CONTINUOUS DROP INLETS ETC. NGCE PRE ROUTES PATHC F A EMI TY RESISTANT PATX CONNECTING AL I rt r ACCESSIBLE ELCNENTS Oi A iALYL Y THAT CM BE APPROACHED, ENTERED ACCESSIBLE ED ELEMENTS YAP" Z l v' • ' C A A aA� J Ar /A r ARCr: \ A10 USED BY PEDESTRIANS. V',y`� ry� HAD USED BY PEDESTRMS. B. RASPS MAY BE PLACED ON RADAR OR TMGEXTIAL SECTIONS PROWDFD THAT ,�i>>A\ViRK•'SA AK .U, .. M J r 1Z P B. RM S MAY BE PLACED pi RADAR OR iMGENTIN SECTIONS PROVIDED THAT N 12 CURB OPENING PLACED WOXW THE LIMOS CR THE CROSSWMJt AND THAT THE SLOPE AT THE CONECTIM OF THE CUB OPENING 5 �� 12'1iA% ;�m THE LURE OPENED IS RACED WITHIN THE LIMITS OF THE CROSSWALK�- THAT TIE MOPE AT THE CORRECTION OF IRE CURB OPENING IS 1Z'I MP% PER PERPENDICULAR TO THE CURB. S: T MN .W. W. M'TiY PERPENDICULAR TO THE CURB. 5 MN •W- M 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RMIICMNOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THEN. WHEN THE ENTRANCE RRNICMNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRE1C1( 9H ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK a .MIN TRAFFIC TFFER TO STANDARD CO-13 COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 4 ATM . 2" HIGHER THAN C F PAVEMENT T ED E 0 vE TR/FFD REFER TO STMDARO CBER COMMERCIAL ENTRANCE fHEAW TNOK 4RAPFO1 FOR CONCRETE DEPTH. AT .2" HIGHER THAN EWE OF PAVEMENT 1 N RAP M CONJUNCTION WITH A N PATH 0 WHE CUB B IRE USED CO JUNC N SHAPED USE AT MM SASE AS id OF CUB D WHEN CUB RABIES ME USED W CONJUHCTgN WITH A SHAMED USE PATH AT MM SASE AS iM Of CURB THE MINIMA WIDTH SHALL E THE WIDTH OR THE SHINED USE PATH. THE MINIMAL WIDTH SHALL E THE WIDTH OF THE SHARED USE PATH. N N ONLY SAME P I T WHEN ONE WEB M S PROVED OR TWO CROSSINGS (D AGM&). TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS WIGON&) TYPE C II 4. ERRING AREA SHALL BE FROWNED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR . 4 LADING AREA SHALL BE TO MANEUVER A PARALLEL &PERPENDICULAR 14 THE CROSSWALK WITHOUT GONG INTO THE TRAVELWAY. THIS 1' a 4' RAAELW 14 THE 4' x 4' INTO THE CROSSWALN WITHOUT GONG INTO THE TRAVELWAY THIS 4' X 4' GOING INTO M N MCA NAY N THE GUTTER PM L DIG E INCLUDE E W E TRUNCATED DOME LANINTO AREA MT INCLUDE THE PM TRUNCATED COME " 12. ALL CASES WHERE CIEB RAPS INTERSECT A RADAL SECTION OF OUNCE AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE +I .6"-2.4" C-L ALL CAING NTERUGUTTER 12. ALL CASES TRANS CUB RAPS W ONNECT A PADAL SECTION OF CURB AT ENTRANCES M STREET CONNECTIONS THE DETECTABLE +1 .B"-2.4' C-C 6 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED M RECOMMENDED BY THE MANUFACTURER TO MATS z-LI 0I.. wMNFD SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED M RECOMENED BY THE MANUFACTURER TO MATCH o R D o D z THE CROP OF CEEB. 3 A0000 0000THE BACK OF CURB. �0000 0000000 � 0 0 0 0 0 0 0 0 0- r LD', o0000000000Io 0 0 0 0 0 0 0 0 0 0 LARDING RMP 0 0 0 0 0 0 0 0 0 0 0 0 6 000 D0000000°00oRAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1, 0 0 0 0 0 00 0 0 0 0 'EI 0 0 0 0 0 0 0 D 0 U 0 a 0 0 0 OX-fi5% OF qM T R 0 0 0 0 0 0 0 0 0 0 T E E M T R o 0 0 0 0 0 o D o 0 0 0 0 0 0 DETECTABLE FEE- AT 8,°LDK OF CURB B"-t.a•• SEE NOTE 12. BASE DIMETER I-VNXABLE FUL FR DLHATS RAMP MOOR _I /LMRB'aC "-1.4" SEE ANTE 4. B AMMETER OF RN.P FLOC I -VARIABLE FULL WDTHAT DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME Th DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETAIL wool CG-12 DETECTABLE WARNING SURFACE SPECFICATION RE PENCE wool CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD MO BRIDGE BTMO/fR5 (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRYJGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION q5 502 10s 502 SHEET roi 5 REVIWId DATE 07/15 SHEET i0i 5 REVBION DATE 07/15 20a05 2o].D5 X 27Y4" MIN - 2BY4• MAX RAIL HEIGHT RARE RATES OLSON SPEW INSIDE SHY LINE BEYOND SET LINE MPH SHY ONE S FORE RATE FLAME RATE TO 9' b:l I5:1 A SO B' 2fi:1 14:1 f 5U 5.5' SINT ITT i 40 5- 15:1 PIT w 4' 13.1 7:1 W 0511GGE51ED MAXM,AA NLARE RAIL FOR SEW -MOD BANNER SY57LMS A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VRONIA DEPARTMENT OF TRANSPORTATION ^-I )TH OF ENTRANCE 0, EXPANSION JOINT Q " CURS INCLUDED IN GE ENTRANCE GUTTER V ? Vr w VI E bi I FLOW LINE xN N+ ENTRANCE WIDTHlyd S EVANSION JOINT DESRABLE MINIMUM IT ABSOLUTE MINIMUM 0' HALF PLAN A sIEwAL� SECTION A -A 0 TOP CURB 221 535 WIDTH OF CE CHARTS OF REDESTNM ® _ _ _ LIMITS OF PEDESTRIAN AC 55 ROTE - - ACCESS ROUTE UWpVEO SPADE NON -TRAVERSABLE UNPAVED SPACE WIDTH OF RI NON -TRAVERSABLE LISTS OF PEDESTAL E55 ROTE CE55 NOUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADDITION& RIGHT-CF-WAT IS RED ED F THE I-N F PEDESTRIANACCESS ROTE EXTEND BEY EXISTING ON PROPOSED VDOT RIGHT -OP W 15' 11 UNOBSTRUCTED. ACCESS ROUTES PROVIDE A WNTINUWS '% . UNOBSTRUCTED, STMLE FRAM AND SLIP RESISTANT .s. '�• .6, PATH CONNECTING &L ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED. ENTERED MO i. USE D BY PDESTRIMS ! P PEDESTRIAN ACCESS ROUTES RR ME BEING eoee:e eve PROVIDED,A MINIMUM 4'TRAVERS LE WIDTH IS SECTIONOB-B REQUIRED WITH A MAX. SIX GROSS SLOPE. WHEN USEdD IN CONMACTION WITH STANDARD OR LG, TIRE CO RE RB FACE ON THIS z• S -0•• STANDA RD IS 7. OFADJUSTED TO MATCH PARABOLIC IRE MOUNTABLE CURB CONFIGURATION. cuflvE _ ® n. i X g' - 'IYY E DXITO DX GRANGE WAIL. .......... ee �WMs AT [LE.S.I SECTION C-C 5'-0" ®POINT OF CRANE CXME Z Z II X MAXIMUM DECEASE N MOPE AT NIHMUY 10' NTERVAS i X X % MAXIMUM DECREASE IN SLOPE FOR FIRST MO 9 X MAXIMUM DECREASE FOR SUCCEEDED MINIMUM OINTERVAL S SECTION D-D STANDARD ENTRANCE GUTTER ROFFERB 502 VIRGINIA DEPARTMENT Of TRANSPORTATION -2- R 6' 1 . 1': 1,-- ? a 4 Pa STANDARD CG-6 STONE BASE UNDER CURB & CURB &GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKn ING. (5' MIN.) 4" CONC, 3000 psi MIN. i 77 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE I I (RADIUS TO BE AS A, XX STREET APPROACH SAME SURFACED IS YAHIARE ROADWAY (SEE NOTE 6) SEVEN M PLASH --------I C C 1 - IRMIUSSHOW TOE NS / SHOWN d PLANS) "D N5 GUTTER L Ei IODTEEI) S yW (SEEE NOTE NOTE 2) I". H,, OPTIMAL A. INDTE: WIDTH "IP 2•-9' OR As W WWXNE ROADWAY SHOWN ON TYPICAL SECTION. A� PLAN VIEW MMERE ROADWAY MOPE D'PARABOLIC CURVE ME OFSHOULDER OR SLOPE CHANGE YMN.NE ROADWAY --- M. SLOPE D D 502 GENERAL NOTES 1. WHEN W-1119 USED FOR STREET CONNECTIONS TE CORRECTION MST BE BUNCHED IN ACCORDANCE WITH AASHTO PDLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROM DESIGN MANUAL. INCLUDED SIGHT DISTANCE REQUIREMENTS. 2. TDMESOIC01TRUCKTUNEENTRANCE �ICPATEDH VY TRAFFIC. TIE DEPTH FOR SIDEWALK L CURB PAPS WITHIN THE LIMITS OF THE RADISHDLLD BE INCREASED TO T^. 3. WHEN USED N CONJUNCTION WITH STANDARD M-3 M CC-7. THE CAD FACE ON THIS STANDARD IS To BE MUASTED TO MATCH THE MOUNTABLE OURS WIEK.URATM)N. 4. SEE STANDARD CO-12 FOR CUB RAMP GUIDE TO BE USED WITH THIS STANDARD. 5. OPTIMA FLOWLNE MAY REWIRE WARENG OF A POSTER OF OTTER TO PRECLUDE PIECES OF WATER. ENTRANCE NOTES 6, PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A ROW LEE IS WORRIED TO PROVIDE P05ONE MANAGE ACROSS THE ENTRANCE. 7. MNHLIWE PAVEMENT SHALL E CONSTRUCTED TO TIE R/W LINE (EXCEPT MY SUBLIME STABILIZATION REQUIRED FOR IMMUNE PAWN T WHICH CM BE BATTED N THE ENTRANCE.) B. RAWR CUM OR COMBINATION CURB AND GUTTER SNAIL NOTE CONSTRUCTED BEYOND THE RAW ME EXCEPT FOR RER.MELIEM PURPOSES. 9. THE BEARABLE AND MAXIMUM( ENTRANCE GRADE CHARGES D' ME LISTED N THE ALLOWABLE ENTRANCE OMAN TABLE. THESE VALUES ARE PDT APPLICABLE M STREET ® CONSTRICT OR" CHAMBER WITH WITH APREMIEREDCURVE. COHIRECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLWE MADE CNN E "D' DURABLE WNUN HIGH MORE TWIN (SOD VPD DX 3X MEOIUN SDD-1500 VPO 53Y 8Y LOW LESS TWIN WO VPD .9 Y B Y Cl,LhS N .�', .N. '�• 'E' •�' NOTE: ALLOWABLE ENTRANCE GRACE TABLE IS NOT N E ` .�.• .i. .C. •F. •�. APPLICABLE TO STREET CONNECTIONS SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION W-6 NOTES: L THE ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE To BE GUAM AS IF CAST N PLACE, 4000 PM IF PRECAST. 3. WMB MN CURB h CUTTER HAVING A RADIUS IF 300, FEET ON LICM (ALONG FACE OF CURED HALL SE END FOR AS RADIAL COMBINATION CUM E OTTER. 4. FOR USE MTN STABIL6D OPEN -GRAND MANAGE LAYER, TIE BOTTOM OF TIE ORB h GUTTER BE CONSTRUCTED PRINCES -TO THE MOPE caul CF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF W-6 IS BASED ON ROADWAY ONSEICATIM AND R TTHEDMOM DEAN MANUNNL N THHEAPPESECTIONF ON CS IAWMN STANDAD& D. • P•f s•A ; D :•D•D :•D ; AT THE OPTION M THE CONTRACTOR A COMBINATION 6" CURB AND GUTTER ROM RMI`ffiGM STANDARDS IN PEWRUN DATE BEET 1 OF 1 tIW VIRGINIA EPMTIIFMR OF TRADPORTATINM 2DtA3 NOTES: 1. THIS MEN MY E PRECAST OR CAST IN PLACE 2. CONCRETE TO BE MASS AS F CART N PLACE. OW PSI P PRECAST. 3. CUM HAVING A RADIUS OF 300 FEET M LESS IALOND FACE OF CUB( WILL BE PAD FOR M RADIAL MRS. 4. M 3' M' DEPTOF H) OORURB INNCREASEY BE D AS MUM UCED AS AUCH w CH. DEPTNI IN ORDER THAT THE BOTTOM CWOg OFFTHEF PAMNENHOM T SO S RUCTURE.A OIERWISE TIRE DEPTH IS TO SE 11"M SHOWN. NO MUSYNENT N THE PACE M IS TO E NME FOR A DECREASE M AN REVERSE N DEPTH. IN CO-2 IS TO E USED M ROADWAYS MEETING TIRE REQUIREMENTS FOR COLS M SHOWN N APPENDR A OF THE VOOT ROM DESIGN MANUAL. IN THE SECTOR ON CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED EMERGE STANDARD 6" CURB 105 5D2 VIRGINIA DEPARTMENT OFTPANSPOPTATION W-4 KEN N DATE 1 SHEET 1 OF 1 TRIP GENERATION CALCULATIONS `TRIP GENERATION BASED ON ITE TRIP GENERATION \' MANUAL 8TH EDITION 5 TOWNHOUSE UNITS (CODE 230) 3 _ j V. 6n Ee I \ I I ADT. VPD z ENTER 2 EXIT � I ( 4 ) I 494 47 7 1r /I \:AM PEAK: 37 VPH (6 ENTER/ 31 EXIT) - / \ 1r 192 ADT- \ n 1 1RE. ti< PM PEAK: VPH z ENTER i EXIT I - r. 44 (9 15 ) 4_. iI � � I � T II 1 r C \ n I N CS I I a I _1 1 I _ .'.. 1 \ / L. P �l \ 1 u p / I / r V / i \ I / L I J C � \ \t\\ / J F e3 E G � F TRIP GENERATION 11 1 1 - - -1 0 -' Hy Lic. No. 035791,> 10/13/20 <v4� / 0 ! \ J V �f T Hv Q En ED H h. w Z) Z En ! 0 < EIR F Ln v �� z \ V/ LU -- - - Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a intennediate h a Base b a Sub -base h a DP Archer Avenue 3851 2 3871 4 4 19.47 SM-9.5 1.5 2.25 IM-19.0A 1.5 1.67 BM-25 5 2.25 21A 5 0.6 20.13 Eustis Avenue 2665 2 2685 4 4 18.19 SM-9.5 1.5 2.25 n7a BM-25 5 2.25 21A 6 0.6 18.23 Koch Court 192 2 212 4 4 9.36 SM-9.5 2 1.67 n/a BM-25 1 1.6 21A 8 0.6 9.74 Flora Lane 192 2 212 4 4 9.36 SM-9.5 2 1.67 n/a BM-25 1 1.6 21A 8 0.6 9.74 Flora Court 58 2 78 4 4 5.88 ISM-9.5 2 1.67 na BM-25 1 1.6 21A 8 0.6 9.74 BEVELEDUNITS vr. mlvlmvn F%T'ERDGEGSYMHFLICREINFDRCEHENT TO WfIHIX EMCHr50PTIPLOWahaLOCKM1'ACE ID"MIMM r\ AnchorT. DlAmond® A \REINFORCEMENT CONNECTION wX mor To scALP) 1 IBfi�µ I 1 VV REINFORCEMENT LENGTH 1 NxAui\ cEosrHTXenc REINFORCEMENT' 1 E nvER3ILNG a' L �� .(GEAR LC L-L USTMxkI'ICREINPoRCEMENr Wm=(2• Dal I L'6" W.A rAnch.L- Die ... e X 1: I EXCAVATION OVERSIZING WX (sCALE3''6':-F-P') ,.-.-..,"...:.r.:..:.. AnchorTN Diamond® X TYPICAL BASE PREPARATION wX (NOTTOSCALE) NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. SM-9.5A SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A ASPHALT PAVING - ROADS NO SCALE 22" (TYP.) SEEPAVEMENTCHART FOR DEPTH OF EACH PAVEMENT COURSE TYPICAL STREET SECTION - VyAR. WIDTH PUBLIC ROAD RAW (A-OCH COURT 4Dh FLORA LANE) 25 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED /NOT TO SCALE% WITH BUMP ALONG ROADWAY. TYPICAL STREET SECTION - VARr WIDTH PRIVATE ROAD RAW (FLORA COURT) 2S MPH DESIGN SPEED NOTE: PARKING TO BE PROVIDED (NOT TO S0,4L2) WITH BUMPWTS ALONG ROADWAY. >r�•:i 6"WHITELANE "III( L4i 6"WH17E LANE STRIPING 36'F(C-FTC 61' RM RAW TYPICAL STREET SEsCTION -�J61 ' PUBLIC ROAD RAW (EUSTIS AVEMlE) NOW NO PARKING .25 MPH DESIGN SPEED ALONG ROADWAY (NOT TO SCALE) jL MI G SEEING TYPICAL STREET SECTION - VAR WIDTH PUBLIC ROAD RAW (ARCHER AVENUE) 25 MPH 9ZS1'61V SPEED NOW: PARKING TO BE PROMDD BETWEEN BIKE (NOT TO SCALE) ME AND CURB WITH B IMPOUTS ALONG ROADWAY. TYPICAL STREET SECTION - V.4Rr WIDTH PUBLIC ROAD RAW (ARCHER AV FAVr) 26- MPH DESIGN SPEED NOTE: PARKING TO BE PROVIDED BETWEEN BIKE (NOT TO SCALE) LANE MG WIT H TH BUMPOUTS ALONG ROADWAY. 14':i a14":i 0 0 0 0 N N N N 0 Q N N N F.4 111 + N 00 N to ^ C:, r A 1_ M) `' co Q N co 1 (V O W 0' N o NM W >_ ' LLJ TI Z J � 0 Uj J O < W Z C) ^ Ln W I Y V / O w U z F- O Ul J W ZLU LU J __I LU I L O J o o o CD O W N U w J r b w CC _ a � JOB NO. 182150 SCALE SHOWN SHEET NO. 13 All GENERAL WATER & SEWER CONDITIONS (June 27, 2019) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. S. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OFTHE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 31. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2024 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 3.2. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN 13 ' THE ACSA. �y la - • ♦ III 4 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H I T L H T 90 2:SO 2.50 3.01 0.24 4" & 6° 45 22 1/2 2.00 L50 2.25 2.00 260 2.52 0.15 U.10 2.00 2.25 2.50 0.15 11 1/4 150 2.00 2.50 0.10 90 3.66 3,16 &21 M48 e., 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 DAD 3.16 2.91 2.66 0.32 11 1/4 1.66 2./6 Z67 0.13 90 4.83 3.83 3.42 OEM 10' & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 D.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1-83 2.33 2.84 OLD I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE @ S12E OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 0-3 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -10, 5' -lD' T WATER SEWER o rc € LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS- WATER OR SEWER ONLY - 20' MINIMUM WATER 6 SEWER 30' MINIMUM N SEE PART 3, PARAGRAPH Di SEPARATION OF WATER R. SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT BE WAY. UTILITY LOCATIONS & EASEMENT WIDTHS PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT y TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE II�ADJUSTABLE VALVE BOX W/ LID II � u Pv M N 3 a M.J. GATE VALVE WATER LINE I 1-__I 2500 P.S.I. CONCRETE P - 4 2'z 2' BEARING AREA, THRUST BLOCK 4 d. a n' A e c NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E 3 1 W. 194 CAST IRON CLEANOUT FRAME AND LID 10 1/4" MSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 7 1/2" SEE PAVEMENT AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS I PVC FEMALE CLEANOUT ADAPTER WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP KOR-N-SENE No. S406-10 MAS* < WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45° BEND REQUIREMENTS PVC PIPE EWER LATERAL FUTURE SANAY� LATERAL WYE - --- PPPE I ` 'A BOTTOM OFTRENCHSECTION -A' SEWER A CUSTOMER'SPROPERTY EA5EMENT OR RIGHT-OF-WAY A V FUTURE v- SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CASTIRON CLEANOUT FRAME AND LIC ------ LLL N v IZIEY19[HfH I LLL JE '�SEV1Eft LATERAL A A 1 CONCRETE 45° BENDI COLLAR L PLAN VIEW - - - - STANDARD SANITARY CLEANOUT IN PAVED AREAS 12" NTS FIG. W-1 Tn-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL- 2141 IN ., sa "�' 6" BEDDING "A `'7I `%"' #68 STONE + STABLE SOIL ROCK ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 MI INITIAL BACKFILL a MI UNSTABLE 8 e 88' SOIL\ MIN MIN. j MIN MIN. #68 STONE :GRANULAR FILL AS >-i•^' -APPROVED BY ACSA \ ST CI(' STABLE E;OIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING P LDMMPSgW a Ve MATE PIPE CDNPLING ON MwANID muA Y TEE'K R cmPm Cfl ARACIIFD FAMILY N OU RE Ex sERMCEs w ouAL RESIDwnAL ALAI IRwwnav gnM¢s. AND RNGN rM•.1- TEx Nate ND Se . mnnss I� j� DUAL SERVICE R 1- Cdl%1EvKI1 a 3/1 YAIE PIAE MIILINC DeA Y +• TYFE x scFT mmEa OFOR M ON DeT*Awm SNSIe FN,ILY RERDIXOIL 4RwCE WERE AN IXWGAIIW YE3EA IS W, POWDEq SINGLE SERVICE NOTE r) sADDIEs wAu_ RE USED ON Pvc PPE uST NON TO FlNSx[0 CaiPM RGINVING III AT vuNE 1 eu'n� C I and % YN. LSPPEftSCTiER IM BEND COUPLNG->s TI I Y[IGB MSCPAlIP1 sICP ARM A5 xECE. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-CA ID-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION BOOT " ZD INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S-1-B TD-27 NTS FIG. W-2 TD-2 s Top View 6" MINIMUM--� NOTE: RESTRAINED JOINT FITTINGS A 4' MI IMUM m a n. 4" MINIMUM 4 \a a !ACSA, - - - - Slde View- - - 42" Minimum- - 4 alflmtlon of 95% 4Ipaction rxqulred d q a 4,AlGalvanized Steel Beam, W12 x 14 (MIn. 812e)4. enetration into undisturbedorpas approved by the a COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 E %E A N w °EaEL0 °F m�E �N3j u uew u m va Q �s E �° E _E E f 0 a°E E, o E a E z O �,. ° n h E NA 01 w ' a I I I TYPICAL MANHOLE FRAME & COVER N.T.S FIG S10 TD-31 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 FINISHED GRADE ITI-`T [T-[1T-1 I[ -IT T-ITI -T FI-TIT-ITT-TfT- TRENCH REDUCER �2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - s- UNDISTURBED SOIL A8, MN } PROFILE VIEW UNDISTURBED SOIL - EDGE• p4" MN - - - OF TRENCH A ------{- w ' REDUCER B MINE all �< 2500 P.S.I. CONCRETE THRUST BLOCK 1-�- B MN - - -- -- - - - - - - - - - - ---- - - - - - - - - - UNDISTURBED SOIL - EDGE OF TRENCHN24' MN. NOTES: payMEW NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-W NOTE' MIN. 60- DIAMETER MANHOLE o REQUIRED, CAH. STD' J!!...... IPP) DROP MWOLE PVC CROSS \G\ USE APPROVED FLExIBLE RUBBER eyS' e9Dr, Ro n GA$xED ET STOP [GEEING ';. DROP PIPE PIPE STRAPS (STAINLESS STEEL) p SPACED EVERY •.� . 2' VERTICALLY 90• RESTRAINED BEND SEWER INFLUENT PIPE PLAN PROFILE NIDL s' BEDDING WITH N0. 68 STONE L HEK:HT OFTHE VERTKAL DROP PIPE WILL BE DETERMINED BY THE A[SA BlR3HALL NOT BE LESSTHAN TWO (2) FEET. 2. VERTICAL DROP PIPE SMALL BE STIR 26 PM-C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTEDTO THEDROPfrM1NG WITH STANDARD GASKETJOINE 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. SEAAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERTAS MEMO TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. T MINIMUM 72"DIAMETER MANHOLE REQUIRED FORA SINGLE IO"OR 12'DIAMETER DROPCONNECTION OR TWO 8' DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 I"MIN EMBEDMENT SPRING LINE O OF PIPE No. 68 STONE - - LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL*' (6" LIFTS) 4 THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL „CONDITIONS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 TD-7 FINISHED GRADE -111-1 T 1=1 ,III, -I 111111111111111111111111111111 .......... H 111111111111111111111111-1 I1 AIR RELEASE VALVE BRASS OR BRONZE PIPE VALVE BRONZE GATE DRAIN TO GRADE F POSSIBLE - I]I BRICK SUPPORTS OR SOLID CEMENT BLOCKS v - CRUSHED STONE TYPE "K" $OFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED, 2) FOR WATERLINES SMALLER THAJJ 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDA71ON SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERMCE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATES , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FORT ) �Q 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED 2 z 4 FINISHED GROUND MARKER PLUG END OF MAIN LINEN SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 TD-20 NOTE: HYDRANT MUST" BE EQUIPPED NTH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN (2701 y 10' J CU. F "TO -Nr-VALVE B 18 OX 4'68 STONEI 25D0 PCONCRETE I BASE ANAGO THRUST '•'•' 11\\\\YI/IIII BLOCH AGAINST - "''•-'' UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 7 WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES NTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER MGM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SMALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 1' (25mm) OW HOLES T a�i/cLE.(a3a„xp D64 27699mm N [38mm] [ ] 26 1/4' DA =.I 7„ [NfmmJ I [178mm] 24" DIA [BO6mm] 28 7/16" DIA 5/8' 36" DIA] [16mm] 0 28 36" DIA O OT [al4mm] [660mm FRAME SECTION 13/16" [381nm] [20mm] "' ". ' LETTERS FLUSH) [79mm] 0 22 13/1613mm] 2 1/8" [97mmmm) 3 [579mm] [54mm 0 25" 1 3/8' [635mm] 6 / [35mm] g/i8" O.D. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/16 % 8/6 % 1 1/2 1800" RUBBER PARTO 00981045 CORED 1 5/8' (2) BLT HEX 5/8-11X3 1/2 SS :IgiARS [5mm]2400" [41 MITIPART/ 00981250 [6mm 1/2" 63 DIASTAINLESS STEEL ROD (2) WSHR 5/8 ID LED OD SS .. 29mm) DIA 9055 113mm PART# 00981318 HIw .N vier PICKBAR & LOCKLUG HOLE DETAIL NOTES: 2) NUT FIX 5/8-11 2N NYLK PAJTT/ oo981284 ze4 1. ALL MANHOLES WITHIN iDD YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS TILL BE CONSIDERED. PART/ 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. (2) 1935R LOCKLUGTYPICAL WATERTIGHT (SHORT) PARTIT 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E Lic. No. 03579114> 10/13/20 <v4� Z Z p � p Z c DO =I (n J L O A ,.-, LET F e Z c u ^> < [ L W i L It TD-32 Ln < 1 Z L 0 W S � c o f a V C Q 1 CK: L ] W CL � i w i 1 LT) C 1 w ` [C G 0 0 0 CN N N N N O Q N N N f1N\'1 + N 00 N to r CD MM� `'J Z N a co V 04 O W (3) N o N W >_ W T� z J � `> VJ LU Ln J O L9 O T_J � LQ LU LLJ W 0 Z C;6 U r U) LU W I Y V / � O LU U z L: O J I- CO z LU _J_I W J LU�/ L I_ O 1<11 V 1..� pom N U W F- r O H W a JOB NO. 182150 SCALE N/A SHEET NO. 14 475 475 0 �y SCOTT R. LINSZ U Lic. No. 035791,E 0p 10/13/20 sst ONAL E�Ol_ z z 0 0 o z (n > w ¢ ,,ww Vl z oo z Z W co O v O OzNW Z J w J W J OQ F Q W O o ¢ x LLJ Z m cwi� m GRADE H a a > REMOVE EXISTING�W�//Lu N TO EXISTINGI.f. ui P Lu CDN N N 0 N O Ln LLIN a n 7 W N M r o Ln Gn L9 7 ti c z Z "' LLI a N J M 0 N 0 W Cn N o N W > �^ Lu W T"1 J_ U � ® W � ~ W Lq F- z J T� � J z Lij 0 W Y U W o?S o cl 39+So 40+00 yO+So 41+00 41+So 42+00 4z+SO 43+00 43+So 44+00 44+So 4S+o0 45+50 46+oo 46+50 47+00 47+50 48+oo 48+So 49+00 49+So So+oo So+So 51+00 51+So Sz+00 Sz+So 53+00 53+50 54+00 D Q c ARCHER AVENUE PROFILELfl CO 0 � (DESIGN SPEED=30 MPH) Lu Z L J ~' c~n NOTE: ALL ROADWAY EMBANKMENT MATERIAL W � O SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 Q O INCHES IN THICKNESS BEFORE COMPACTION OVER ENTIRE WITH (D ��// THE ROADBED AREA IN ACCORDANCE LL VERTICAL GRAPHIC SCALE VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 O � W 5 0 2.5 5 10 20 N NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. zS OR 26, AGGREGATE BASE MATERIAL w ( IN FEET) SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS 1 inch = 5 1t. CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER ri I RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND ,w-, w BRIDGE SPECIFICATIONS, SECTION 3oz.03G. 0 _ HORIZONTAL GRAPHIC SCALE a JOB 50 0 25 50 100 200 NOTES: NNO. 102J,50 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. SCALE 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM IN FEET ) SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 11 1 1 = 50 nch = 50 ft. SANITARY SEWER MUST BE PROVIDED. SHEET NO. i5 ROPOSED PVI STA: 51+oo.4z PVI ELEV: 463.06 \ K: z .81 LVC: 50.00 Lf] �. a HIGH PT. STA: 5o+6z.1z Lf]O � 457� z � r /O1 ui \ N a m � w P I STA: 45+7z.3 � \ j 46 VI ELEV: 437.11 � 00 � "' "� w 465 K: 6.8 ¢ LVC: 415.00 w w ^ / � O\ o LO PT. STA: 45+0 .z3 � PVI S A: y1+11.z5 � N LO PT ELEV: o. 44 4 rn PVI ELEV: yy8.o8 �o � + � v \ 46 :117.22 � w s � � � F [f6o � a o > m 00 + > w w / Z O w v � PROPOSED VDOT o a °+�° aSTD. CD-1 It w a ui v 45 � m � W � 455 3�5� MIN. m w w Q / \w V 10% 45 a w.g ' 450 0 -6 �� _ � \ z O PROPOSED VDOT / o \ I= � STD. CD-1 / 1.6 TURE ROAD PROPOSED VDOT PROPOSED GRADE (TYP. W v_r � PROPOSED 1z"x8" CROSS, STD. CD-1 � � � (z) 12° G.V. & (z) s" G.V. /7U 445 w � 1z" PLUG &TIE-IN Z 1z" DI WATERLINE 8q PROPOSED lz" CL. 5z DI WATERLINE w 3.5' MIN. PROPOSED VDOT > ¢ FIRE HYDRANT STD. CD-z ASSEMBLY w/ 1z"x6" TEE PROPOSED FIRE HYDRANT \ 44 � � ASSEMBLYw/1z"x6' TEE 4 Q w � PROPOSED 1z" G.V. \^°o o z o PROPOSED 1z" CL. 5z DI WATERLINE � � 43 F 76A w¢ � � 435 1 z � TIE -INTO EXISTING GRADE w PROPOSED FIRE HYDRANT 79 Q ASSEMBLY w/ lz"x6"TEE PROPOSED FIRE HYDRANT ASSEMBLY w/ 1z"x6"TEE 43 w 430 � PROPOSED 1z"x1z"TEE � & (3)1z" G.V. z 42 W 425 0 Z FILL TO BE PLACED AT 95%COMPACTION(TYP.) 42 4zo [�,1 XISTING GRADE (TYP.) [f15 41a 410 40 405 5'x5' BOX CULVERT PROPOSED WITH BLOCKS g,1o, & 11 VSMP PLAN 400 400 'i 'i � M 1� O O d ♦i � O 01 a0 lD 1� � N l(1 O p1 S N N M � Ol l0 � l0 `"� M M ~ vt � � M Ol N p Ol O 01 M � 1� N Cp � Op Vl M rl n Vl O M 'i O 1p CO rl � 1p � Vl M � In O vl N V1 Ol N V1 CO '� V1 W O V1 I� � Vl O M � N N N •i ~ O O � O O N O M N M � S l!1 � v1 OD ~ t0 O 1p l!1 M � 1p n ~ lD l0 rl ~ n M M � � N ri 3. � � Y .t � t t � 3 1 � d � t d d. 3 � 1, �, S .t � t � � 3 � S � � d- S � Y `t S t S � �, 485 .6.6 \ XISTING GRADE (TYP.) PVI STA:11+46.90 PVI ELEV: 457.16 48o oo0 48o LVC: . STA: 11+4 .3o \ LOW PT ELEV: 457.21 C�' r N' n PVI STA: 12+80.5o 475 + ~ PVI ELEV: 455 8 475 O '' ii K: 12.00 o > v > LVC: 50.00 H ;m jw + ¢ + a 0 a w z 470 PVI STA: 10+75.00 Ln w o N H M Lu H w PVI STA: 0o PVI 47 O ¢ PVI ELEV: 458.z9 U U PVI Fl FV PVIK: ¢ 81.51 + ¢ o v > -m > Lu K: 26.13 K: 27.17 w 0 M LVC: H ¢ m w - LVC: 135.00 LVC: llo.00 LL °n o v o �� I� 0 ° N H o It O U. z Ln + m 00 o LL o Lu vM `+° a + io °tea• PVI STA: 17+09.40 465 O H " Z L > M H It PVI ELEV: 18 465 V OU Q > U > O Q f¢- Lii Ln > Ji > K: 2.50 L= m m > w U W m \ U L>„ > m > w LVC, io.00 w 0 Ln = Z � Lu m w LOW PT. STA: 17+09.40 r x w ¢ H LOW PT ELEV: 439.23 46o Z �' z � J 00 \ y � 46o 00% ;ED8"x6"TEE, J¢ LL F PVI A:14+87.50 0 M + H m + a & (z) 6" G.V. 1,5700 00% w0 r PVI ELE14448.47 F N w 1' z.o o% O W K: 14.86 \ LVC: 7S.00 H u u U w w PROPOSED VDOT < m 455 STD. CD-2 PROPOSED GRADE (TYP. W a g 00 o ff 0 455 3, 1. - - w O + a + a Q o H F LL z H Lu lii J � 0 Q PVI STA: 19+3100 1 5' 6.1 % 7 - Ca v> U v> U m o t- v PVI ELEV: 43559 1 7 LOT34 WATER SERVICE > 00 m > w w O LJ` Q w Z 1O K:15.56 450 LOT35 WATER SERVICE \ w V) v~i ¢ LVC: 1oo.00 45 Q I"IJ + 11 LOT 36 WATER SERVICE _1 0 Z ¢ H LOT 57 WATER SERVICE PROPOSED 8" CL. 52 DI WATERLINE 1.5' LOT yi WATER $ERVICE� O O U O J ¢ � 000 + m a °Ho + m PROPOSED1z"x8"CROSS, LOT4oWATERSERVICE W ¢ LL- W Li (2) 12" G.V. & (2) 8" G.V. O 'A > !%1 > 445 32A c°s� � o o w > m w w 445 LOT 37 WATER SERVICE 1.. 3.5' MIN. w PROPOSED 8"x4" TEE, \ w F Ln (z) 8" G.V. & (1) 4" G.V. z w \ °� 440 LOT 38 & 39 WATER SERVICE 34A - - 440 z PROPOSED FIRE HYDRAN I LOT 42 WATER SERVICE OT45 & 46 WATER SERVICE \ ASSEMBLY w/8 X6'TEE LOT43 WATER SERVICE •00% \ PROPOSED18" CL. 5z DI WATERLINE 1 4, PROPOSED VDOT LOT 47 WATER SERVICE STD. CD-2 S LOT 44 WATER SERVICE LOT 65 WATER SERVICE 435 3 5 435 1'3� OT 6o WATER SERVICE PROPOSED 8" SANITARY + I LOT 8z 64A WATER SERVICE \ PVIS A:zz+6o.00 SEWER CROSSING LOT 58WATERSERVICE 62A LOT 61WATER S SERVICE \ PVI ELEV:4o7.86 LOT84WATERSERVICE K:26.45 43 Q LOTy8SANITARY LATERAL CROSSING LOT59WATERSERVICE LVC: 170.00 430 PROPOSED 1z"x8" CROSS LOT WATER SERVICE � 7 (2) 12" G.V. & (2) 8" G.V. PROPOSED 8" CL. 52 DI WATERLINE PROPOSED 8"x4" TEE, PROPOSED GRADE (TYP.) e + o a C0 + /I (z) 8" G.V. & (1) 4" G.V. LOT 85 SANITARY LATERAL CR SSINGJ / S3A \ N V rm 425 LOT 84 SANITARY LATERAL CROSSING LOT \ 8o WATER SERVICEX U > m to > 425 LOT 83SANITARY LATERAL CROSSING LOT62WATERSERVIC \ > \ ILOT 82 SANITARY LATERAL CROSSING LOT 79 WATER SERVICE 10 PROPOSED FIRE HYDRANT LOT 63 WATER SERVICE '¢ ° EXISTING GRADE (TYP.) ASSEMBLY w/ 8"X6" TEE LOT 64 WATER SERVICE \ LOT 78 WATER SERVICE 420 PROPOSED 8"x6" REDUCER & 6" G.V. 420 - - LOT 81 WATER SERVICE LOT 65 WATER SERVICE � \ LOT 81 SANITARY LATERAL CROSSIN LOT 77 WATER SERVICE \ N LOT 8o SANITARY LATERAL CROSSING .1 3.5' MIN. \ r H 48IA \ 4�5 LOT 7g SANITARY LATERA��Tc�8SANITARYLATERAL CROSSING LOT 66 WA TER SERVICE 4�'S LOT 76 WATER SERVICE LOT 77 SANITARY LATERAL CROSSING J 7 PROPOSED 6" CL. 52 DI WATERLINE \ Z LOT \ 410 LOT 67WATE SERVIC \m 410 LOT 75 WATER SERVICE LOT7y WATER SERVICE LOT 68 & 69 WATER SERVICE \ LOT 75 SANITARY LATERAL CROSSING LATERAL 1.3, 2\° 405 LOT74 SANITARY CROSSING LOT73 W TER SERVICE 405 46A PROPOSEDHYDRANT ND TO EMBLY LOT 73 SANITARY LATERAL CROSSING 1.3' FIRE HYDRANT ASSEMBLY ASSEMBLY LOT 70 & 71 WATER SERVICE PROPOSED 6" ROOF OT7zWATER SERVICE 400 DRAIN CROSSING 400 C Ln I� 01 N n O Ll1 01 M O1 N M O N 01 W N ^ V1 L, kD 00 M I` � n 00 H N t(1 Ol H l0 Ol n O O M It ^ 1� M H 01 N H N N H N N 0) lO O W H l0 ^ .t w m O N V1 OM Ln � H It M kO 0J � IIDOl 00 I� H T ID w n ^ lD l6 ^ ^ ID H It 0l H tD 6 ^ n d H Ln N 00 It O w al N S Ol O S 0J H S f\ O l0 00 M M M 01 N M Li, 00 N H N 1� H N M H O) M H I� � O LD It O V1 S Vl It �t l(1 I S t!1 S d In I d It 3 Ln It S lf1 S S Vl �. .t .t It d 1 1 S d S S d S S d It M Q S M S M 't S M d 't M 1 .t M d N d .t N It d N 1 �i' H It d H d O w d' O S It O d 't O It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 M VERTICAL GRAPHIC SCALE 5 10 ( IN FEET ) 1 inch = 5 fl.. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 15+50 16+oo 16+5o 17+00 17+50 18+00 FLORA LANE PROFILE (DESIGN SPEED=25 mph) 18+So 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. SCOTT/R. (70CLINS'Z Lie. No. 035791,E 10/13/20 z 0 d u U uj w 0 z 0 W 0 N N N N CD CD CD 0 Lu rIj Q n 7 00 M N N 7 ^ o ul z Cn ti N M L N C] Cn N N Lu J J C0 Lu - 0 Q U 1 LLI 1- LLJ Lu LLI L.L Q C:) C) N 0 a 0 L T 1 T 1 ow 0 !0% LLJ LL_ LL LLJ J Lu a 06 Q 0L JOB NO. 182150 SCALE 1" = 50� SHEET NO. 16 PROPOSEDiz PVI STA: io+3.5.00 470 PVI ELEV: 442.88 K: 2.50 LVC: io.00 LOW PT. STA:10+15.00 / LOW PT ELEV: 442-93 / 465_ 0o a0 0 0 EXISTING GRADE (TYP.) z' O N O It / Lu o w YPVI STA: 11+95.00 0i u m �i u w PVI ELEV: 449-52 > > K:13.26 46o m Lu / LVG 50.00 a o O o 0 0 It o PVI S4A: 11+14.50+ Lu ,PVI ELEV: 444.87 0i u j 455 / K: 28.90 � m Li > W f LVC: log.00 Ln Lu- 0 Ov ^ 00 m 00 0 ¢ o: + o Lo 0)o0 �0 a O N +0 .+i y 450 Q � ci U, U ri u di > 0 m ( zw O F Q m PROPOSED GRADE (TYP.) W J V) Lu � PROPOSED 5.770/0 445 w OJ LL ND 4" 22.5° BEND 1.5 3.5' MIN. 2A0% PROPOSEDVDOT z.00a/o STD. CD-2 440 1.6' PROPOSED 8"x4" TEE, (z) 8" G.V. & (1) 4" G.V. 435 66A LOT 52 & 53 WATER SERVICE LOT yg SANITARY LATERAL CROSSIN PROPOSED 4" 22.51 BEN[ LOT 5o SANITARY LATERAL CROSSII 430 LOT 51 WATER SE W 00 0 10+00 10+S0 Ita 11+00 470 490 465 485 EXISTING GRADE (TYP.) 460 480 VI.STA- 1)+7 PVI ELEV: 457:1 K: 26.25 LVC: 52.50 455 W H z SS WATER SERVICE ROPOSED 4" 22.51, BEND LOT 56 WATER SERVICE PROPOSED 8"x4" TEE, (z) 8" G.V. & (1) 4" G.V. 445 PROPOSED 8" SANITARY SEWER CROSSING OT 55 SANITARY LATERAL CROSSING LOT 54 SANITARY LATERAL CROSSING OT 5q WATER SERVICE LOT 53 SANITARY LATERAL CROSSING ROPOSED 4" CL. 53 DI WATERLINE 435 LOT 48 WATER SERVICE LOT 52 SANITARY LATERAL CROSSING LOT 49 WATER SERVICE LOT 51 SANITARY LATERAL CROSSING So WATER SERVICE 430 o coo LNo d 3 It 0 11 12+00 12+50 13+00 FLORA COURT PROFILE (DESIGN SPEED=25 mph) PVI STA:13+40.00 PVI ELEV: 441.97 K: 19.8o LVC- nc_no PVI STA:13+30;25 PVI ELEV: 459-59 K: 57.50 LVC: 13.5.001 ^, LOW PT. STA: 13+30.25rl ^, LOW PT ELEV: 459-88 w� 00 + a + a / L w 475 6 Lo N o ° / u > > m H U > > w H Lij N Lj / m _ M N o N _ v m >m v w w PROPOSED GRADE (TYP.) ~ 470 PVI STA: 11+75.00 / Ou 0 + PVI ELEV: 461.15 o ° K:2o.00 O ¢ / LVC: loo.00 Y ¢ LL Ln 465 Lam-' 0 L HIGH PT. STA:12+05.00 0 z w ¢ m HIGH PT ELEV; 46o.75 6 _ O_ z In N S N V j W / H W u H W W¢ J > � m � u > w Ln O LULL u 46o m -_ W z PROPOSEDVDOT w m o0% LOT 27 WATER SERVICE u,3.5 MIN. - -- LOTio&=WATER SERVICE STD. CD-1 PROPOSED VDOT LOTI2 WATER SERVICE STD. CD-2 LOT 30 WATER SERVICE O% LOT 25 & 26 WATER SERVICE 455 2.0 / LOT 13 & 14 WATER SERVICE 2 rLOT 17 & 18 WATER SERVICE -- - 26A 4 -.. 1.4, - - FILL TO BE PLACED AT r LOT 21 WATER SERVICE LOT 24 WATER SERVICE LOTg WATER SERVICE 9S% COMPACTION (TYP.) LOT iS WATER SERVICE 22 PROPOSED OT 28 & 29 WATER SERVICE 450 3 5, 6"4' REDUCER LOT31 WATER SERVICE - _ 28A & 4" G.V. _ PROPOSED PROPOSED 4" CL. 53 8"x6" TEE PROPOSED TYPE A BLOW-OFFASSEMBLY DI WATERLINE PROPOSED FIRE HYDRANT & (z) G.V. v LOT 22 WATER SERVICE ASSEMBLY w/ 6"x6" TEE LOT g SANITARY Y PROPOSED 4" G.V. LOT 20 WATER SERVICE OT 23 WATER SERVICE LATERAL CROSSING LOT 1g WATER SERVICE LOT16 WATER SERVICE LOT,SANITARY LATERAL CROSSING 445 PROPOSED 6" 52 DI WATERLINE LOT i1 SANITARY LATERAL CROSSING - CROSSI NG- LOTigSANITARYLATERALCROSSING LOT ROPOSED 6" CL. 52 DI WATERLINE LOT 18 SANITARY LATERAL CROSSING LOT 17 SANITARY LATERAL CROSSING PROPOSED AIR -RELEASE VALVE LOT 16 SANITARY LATERAL CROSSING LOT 12 SANITARY LATERAL CROSSING LOT SANITARY LATERAL CROSSING 44 I3 LOT SANITARY LATERAL CROSSIN 5 LOT 1y SANITARY LATERAL CROSSING lD Ln l(1 Ln M LD LD Ltl Ol .*' l0 ,y ,-I ,-I ^ Ol O l0 N �. Ol LnID 0 0 00 CIt f f f f f f o Ln N HIGH PT. STA: 1z+92.07 ° m 0 ri i HIGH PT ELEV: 440.61 n Ln Q N o It n N ui + + u N ui v W u m Q � W Z PVI STA: 11+So.00 m ° o w > + PVI ELEV: 438-17 M ++ z 450 Ll? K:41.26 0 450 Ln 5.00 Ln HD -Ln U LOW PT. S A: 12+50.03 Ln Lu w m w H u- z m LOW PT E EV: 438.99 M z z z W 0> + ° Lu + H d w J a¢ 0 445 � ¢ ii u vi u Ln W w 445 w w > 00 m > W W F LL W w U PROPOSED GRADE (TYP.) W ca > F ¢ 1 Ln z PROPOSED VDOT Ln 440 z•oo� STD. CD-z ° 0 w 440 PROPOSED VDOT \LZL STD. CD-1 \ TIE INTO EXISTING G 435 F:l'6 1.5' 8�0 435 \ 'xlz" TEE I 1 2' 3.4' )12" G.V. 05F ILL TO BE PLACED AT 59 4 6,430 \ %COMPACTION (TYPJ \ 430 PROPOSED 12" CL. 52 DI WATERLINE PROPOSED 12"x8" CROSS, \ \ (2) 12" G.V. & (z) 8" G.V. PROPOSED 8" SANITARY 407 SEWER CROSSING 425 FUTURE ROAD GRADE 425 PROPOSED FIRE HYDRANT \ ASSEMBLY W/ 12"x6" TEE \ PROPOSED 12" CAPPED G.V. 420 XISTING GRADE (TYP 420 415 43-5 n c^i O LD 0 O M LMD 0M n y O 0 Od1 r�l 0M i 'N6 McMl O rj N M M M M MO M 't 4 4M 't 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 EUSTIS AVENUE PROFILE (DESIGN SPEED=30 mph) 2ADE 9+SO 10+00 to+5o 11+00 11+50 12+00 12+50 13+00 13+5o KOCH COURT PROFILE (DESIGN SPEED=25 MPH) VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch - 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. H u 1. 1. J u u z 0 W m 490 475 470 465 1.uu L---SEWER 46o -LOT 8 WATER SERVICE ROPOSED BLOW -OFF ASSEMBLY ROPOSED 6"x4" REDUCER LOT 6 WATER SERVICE PROPOSED 4" G.V. 1.7' 455 lg PROPOSED AIR -RELEASE VALVE LOT z & 3 WATER SERVICE LOT WATER SERVICE LOT7WATER LOT i WATER SERVICE SERVICE LOT 5 WATER SERVICE LOT 33 WATER 450 SERVICE - I LOT 32 WATER SERVICE I -LOT 5 SANITARY LATERAL CROSSING ROPOSED 4" CL. 53 DI WATERLINE LOT 6 SANITARY LATERAL CROSSING �EOT 7 SANITARY LATERAL CROSSING PROPOSED FIRE HYDRANT 445 ASSEMBLY w/ 6"x6" TEE -) PROPOSED 8" SANITARY CROSSING 440 N M 0 O O It 14+00 14+50 15+00 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 216, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 SCOTT/R. (70CLINS'Z Lie. No. 035791,E p 10/13/20 .14 Vl ZCO z 0 ul Z Z � L F = C N J L ¢ C O H Lr) ~ Z [ uuLU C L �W tie 0 N N N N CD CD CD O Lu rNI Q r 00 i rl N N r, o L Z � z N J � M 0 N O W C7) o N N W > `) LLJ LLJ J_ -j r� C 06 ® Lu H ` LLJ L9 o z J T� � J z 0") Lu W Y � w U 0?S I� 0 Q V' O ZLu (f ~ I- JH w 0 J Q 0 ONm U W J 0 W W d _ d !n JOB NO. 182150 SCALE 1LL = 50, SHEET NO. 17 490 490 ^ _ T 0� 445 ° 0 445 SCOTT R. LINS'Z U Lic. No. 035791,E 0p 10/13/20 o�10 NAL E�Ol_ Z Z O O O (n z > w a ��//�� p a as as V l �z OU z ul Z j O v O O NW W Z J W J OQ J W F Q O Q Z o uj LLJ m U) m H Q > Q a a W U) 0 31 0 rtcD N N N Lu CD CD CD 0 Q n 7 W m SING 7 b n o TEF O7 L9 ti L c "' a N J o M 0- 0 N It It It It It It It W �' O N N 470 470 l!1 LL,r� L1J 465 / 465 > LL EXISTING GRADE (TYP.) / r 06 Lq � O 46o / = 46o OJ T--I LLJ / o Q / � Z _ Lu U 455 ^ 0 _ 455 01oo = x m N Vl x x 2 O PROPOSED = a O> O O 220 F- ^M' GRADE( 2 F z W U n m~ O 450 e ^ ^ " t °° 'T 450 8 N a aH co o t? p Lfl +�??o Ioo » J Z Z Z PROPOSED 4" LOT 57 SANITARYU WATERLINE LU 445 CROSSING 445 —� 3:g' � H� 66C 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 16e� y5 LOT 56 SANITARY LATE w 440 asaRFG�S' 440 MH-6 - EX-MH PROFILE 0 O 20POSED8" y11° OT 55 SANITARY LATERAL O WATERLINE CROSSING 4.0 OT 54 SANITARY LATERAL 6 3' LOT 53 SANITARY LATERAL VERTICAL GRAPHIC SCALE O M LOT 5z SANITARY LATERAL C W 435 435 5 0 2.5 5 10 20 NOTES: 0 N LOT _ SANITARY LATERAL 1. ALL FILL TO BE PLACED AT 95%COMPACTION. AITARY LATERAL LOT4 &So SANITARY LATERAL 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. W ( IN FEET) 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM 8" SDR-26 PVC 1 inch = 7 ft. SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 430 63-54 LF @ 2-57% 430 SANITARY SEWER MUST BE PROVIDED. O w 0 _ IOI�I'/ONTAL GRAPHIC SCALE JOB NO. 0 0 �n m m � ry Ln rn M NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE N l!1 00 m 'D 50 0 5o 100 200 182150 �n vi a 10�. w °�. °� SIZE NO. z5 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR z1B, FLOWABLE 3 FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SCALE IN FEET ) SPECIFICATIONS, SECTION 302.03G. 1" = SO 0+00 0+50 1+00 1+50 2+00 2+50 1 inch = 50 ft. MH-8B - MH-8 PROFILE SHEET NO. 18 485 \ 485 480 \ EXISTING GRADE (TYP.) L}80 \ 475 475 470 � �, 470 x x g � x x� � x � O \ OOO � O Oo~o F F p O� � m CD CO ,y N O N O N .t 465 0 0 � � � � � � � � � � 465 � � + l0 � Ol O � F ,O + l0 � l0 Z N O a?? O ,n + �o � N� a p N ?O Q x �lFn� ZZ Z 2��» ��Fn� \ � � � Z Z p W 46o PROPOSED GRADE (TYP.) m /+6Q \ m O ��i' LOT z7 WATER SERVICE CROSSING r+i � � LOT 3o WATER SERVICE�OSSING NQ�. � O ROSSING 1� Z WATER SERVICE CROSSING----,\ I I LOT z6i WATER SERVICE CROSSING � � � � 455 LOTzgWATERSERVICECROSSING LOTzSWATERSERVICECIROSSING� 455 LOT z8 WATER SERVICE CROSSING LOT z7 SANITARY LATERAL � LOT zy WATER SERVICE CROSSING LOT3z SANITARY LATERAL LOT zg SANITARY LATERAL I \ LOT z3 WATER SERVICE CROSSING // LOT zz WATER SERVICE CROSSING) \ 450 450 \ OT zo WATER SERVICE CROS LOT zi WATER SERVICE CROSSING \ 445 B" DIP 445 8" DIP z49.8o LF Lla o.50% 8" DIP 79.82 LF Qa o.54% 93 72 LF �a o.50% LOT zo SANITARY LA LOT zg SANITARY LATERAL440 ' TLOT LOTzz SANITARYLATERALLOTzB SANITARY LATERAL440 zz SANITARY LATERAL 0 N ri �02 � 0 o I�� 00 a � H 440 m o o �� a z z 440 .t n N / O O O .t I / n�SF + M � �� aZ O xai» g,F„�zz 435 435 EXISTING GRADE (TYP. / \ LOT 58 WATER SERVICE CROS `LOT Sg WATER SERVICE CROSSING / LOT 6o WATER SERVICE CROSSING � 430 ILOT6zWATERSERVICE�SSING LOT6aWATERSERVICECROSSING 430 / / LOT63WATERSERVICECROSSING� PROPOSED8"ROOF � DRAIN CROSSING PROPOSED GRADE (TYP.) LOT 6z SANITARY LATERAL JG 425 _ L0T6yWATERSERVICECROSSING aQ�RF�3.9G% I 4z5 � � 160' -LOT 85 SANITARY LATE / � � �OT 65 WATER SERVICE CROSSING ° N I LOT 585ANITARY LATERAL F � PROPOSED 8" ROOF / N tND � DRAIN CROSSING LOT Sy SANITARY LATERAL Lf2O n � �� LOTSgSANITARYLATERAL LI.2Q � + ,y � I LOT 83 SANITARY LATERAL z O LOT 66 WATER SERVICE CROSSING Q � > > � LOT 8z SANITARY LATERAL OT 67 WATER SERVICE CROSSING ILOT _ I V1 � z z LOT 6o SANITARY LATERAL O� � O 6z SANITARY LATERAL / 4�5 N m LOT8zSANITARYLATERAL FO 4�5 0 o M m O � moo mF � � QJ`Oolo ^ N at LOT 6g WATER SERVICE CROSSING LOT 8o SANITARY LATERAL + p � N � Z ° tV � � m � Q= ^ LOT 63 SANITARY LATERAL N m F OT 68 WATER SERVICE CROSSING hO Fv LOT7gSANITARYLATERAL N x � � > > � � Z p � � yyV � � � Z Z Q � ry�5 LOT 78 SANITARY LATERAL � Z Z PROPOSED 8' ROOF/YARD ITERAL 410 DRAIN CROSSING LOT6ySANITARY 41O LOT 7o WATER SERVICE CROSSING LOT 65 SANITARY LATERAL LOT 7a WATER SERVICE CROSSING�� LOT 77 SANITARY LATERAL CROSSING 405 / LOT7zWATERSERVICECRO5151NG�LOTI6qSANITARYLATERAL LOT765ANITARYLATERAL 405 LOT665ANITARYLATERAL PROPOSED8"ROOF/YARD PROPOSED6" OOFr i67 DRAIN CROSSING DRAIN CROSSING LOT 75 SANITARY LATERAL / ,SDR 26 pV 2°� SANITARY LATERAL [fQQ LOT7z SANITARY LATERAL 39' $�FC2'S yz1.g4 LOT 7y SANITARY LATERAL 4QQ OT 685ANITARY LATERAL / LOT 73 SANITARY LATERAL / LOT 7o SANITARY LATERAL 395 LOT 7z SANITARY LATERAL 39 5 / x x 8" DIP O n X 55�57 LF Qa 7.14% 390 o � � 390 o °, O M ° e/,�hh O l0 m � 1� p ~ Q Go x oO7mZ 8 WV1a'z 3 5 +° � o� 8 3 5 �Zp ti g ,,, �, z z 380 380 STREAM C OSSING � 375 375 WATERTIGHT MANHOLE REQUIRED 3.0� PROPOSED 60" DIA. INTERNAL 3]0 I DROP MANHOLE REQUIRED 370 7.D.IP i8" STEEL CASING PIPE REQUIRED AT 119.47 LF Qa o.54°/a LOCATION OF STREAM CROSSING 365 365 M Ol N O I� n O Ol Ol � In V1 � N l0 '+ Ol O ^ M ei N tp � � O � co°D l0 N O 0D O OD � ei ry m N M W ^^ ^ t!1 ^ O Ol ^ O �' 'i m � rl 1� ri N � N V1 N N Ol � N N N M 1p N M Ol W M N S N m S N m f °M m �t � O^ S � �t � S `t �t � .t � 3 � .t � lm 3' `� d `� .t � d T 0 490 490 0 C� SCOTT R. LINSZ U Lie. No. 035791,E 10,p 10/13/20 o1ONAL V, z z z z W W � � 0 0 U U H Z a O > W Q oO vi Z z Z = W O v O O NW W Z J W J a J W O K F a a Z o uj m m F\�1 a > a / Lu a 0- W00 0 Lu CD CD CD N N N O L C1 n 7 W ti 1 N N ti LL 7- L9 z� z "' a rn N J cqt M 35 39 SA 0 N O W � o N N W LLJ T� LJJ SA'k::� J �--I J LL (n oZS O ® w � LL O W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+50 9+00 9+so 10+00 _ �\ �./ w MH-14 - MH-6 PROFILE Ln W Y � Lu U O z � J Q V ' [ pp Jn Lu Lu VERTICAL GRAPHIC SCALE z 0 _J s o z.s s to 20 NOTES: I--' Hq s. ALL FILL TO BE PLACED AT 95%COMPACTION. ® U z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 3.' OF VERTICAL SEPARATION FROM STORM ( 1N FEAT) SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & Lu O 1 inch = 5 ft. SANITARY SEWER MUST BE PROVIDED. HORIZONTAL GRAPHIC SCALE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE = O SIZE NO. 25 OR z6, AGGREGATE BASE MATERIAL SIZE 21A OR ziB, FLOWABLE C)L so o zs so °o zoo O O W FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE N SPECIFICATIONS, SECTION 302.03G. ( 1N FEES ) 1 inch = 50 ft. W J 0 W u F_ O W 2 O. � JOB NO. 182150 SCALE 1"_501 SHEEP NO. i9 485 485 480 / 480 475 475 470 470 � O / � O 220 °D V1 465 � °� � � � � � � 465 � O ^ � � � Q EXISTING GRADE (TYP.)� % ri ^? � � � F n o .t .t F g an � z N= � o oia N I+�a?p N°+o aZZp 460 / � � N u, � z p ROPOSED GRADE (TYPJ � `^ � z Z � `" � - - 460 � � � � z z `�^ PROPOSED o = N � � � WATERLINE WATER SERVICE CROSSING � O � nNl � � o �. =O �LOTi CROSSING / aZ LOT 33 WAITER SERVICE CROSSING 455 OF � a � � Moo � _ � � Z Z � cn a__ OT36WATERSERVICECROSSING L0T3yWATERSERVICECROS5ING PROPOSED4"� WATERLINE CROSSING LLOT3zWATERSERVICECRO551NG 455 � � O n o� PROPOSED iz" 19 / O O � � r+n � Z � '�—LOT 35 W ER SERVICE CROSSING WATERLINE LOT 3z SANITARY LATERAL � O n n m � � � Z Z CROSSING �7 LOTz&35ANITARY LOT �I 4go \ XISTING GRADE (TYP.) LfHO STR:16 VDOT STD. DI-313 (L=8') TP=459-33 INV IN: 452.83 TO zz 475 INV IN: 452.5o TO 18 475 INV IN: 446-43 TO 16B INV OUT: 446.33 TO 14 STR:28 VDOT STD. DI-3B (L=8') TP=457-17 INV IN: 452.17TO ROOK INV IN: 448.10 To 28B 470 J = INV OUT: 448.00 TO 26 47 m � m lN\ 0 L Ll N N 0 0 LD00� o OOM co ci n a \ LA Ln 00, O Ln ,(1 N n a m L!1 4 6 0� 9 't 0 o ...� s o N 465 5 �j 00LD Lna N 0zz0 0 ,o,.00 O a Ln .. m a aF O! II F F V I� W o L°o Z) PROPOSED F a z z z Ln 0 o N O O a0 F a»> GRADE (TYP.) n F--- 0 m ^+ O 0 0 O F vl F--- ZZZ _m ~°'t Ln OO o F n Ln LT zz460 46o N ao O MMa i;%L nLn oo0 aa�LOT iz WATER SERVICE CROSSINGNATERSERVICECROSSING Ll > > > F Z Z Z 455 455 LOT I WATER SERVICE CROSSI NG LOT i3 WATER SERVICE CROSSING LOTit WATER SERVICE CROSSING I -LOT 23 WATER SERVICE CROSSING I I LOT 14 WATER SERVICE CROSSING LOT zz WATER SERVICE CROSSING LOT n SANITARY LATERAL CROSSING LOT zi WATER SERVICE CROSSING LOT1iS WATER SERVICE CROSSING LOT to SANITARY LATERAL -----ING LOT 20 WATER SERVICE CROSSING )Tg SANITARY LATERAL CROSSING PROPOS "WATERLINE CROSSING 3,.5� ,Y�,,O 2.2' 450 1 15" RCP 5' 1.0' 5" RCP 118.79 LF @a 0.55% 445 15" RCP 105.98 LF 0.54% 128.35 LF Qa 0.51% 445 LOT iz SANITARY LATERAL CROSSING LOT ig SANITARY LATERAL CROSSING 18"RCP LOT 13 SANITARY LATERAL CROSSING 15" RCP LOT 16ISANITARY LATERAL CROSSING 29.32 LF @ o.5o% LOT14SANITIARY LATERAL CROSSINGJ 27.69 LF @0.540/ OT17SANITARY LATERAL CROSSING 440 LOT 115SANITARY LATERAL CROSSINGLOTz6SANITARY LATERAL CROSSING 440 ID m m l+N•l m W co m ao o m �D L!1 f O O O ll1 o 0) Ol M ^ 0) M vL LDco 00 S a a 00 a a a a ako Ln ina Ln 0+00 0+50 1+00 / 475 / m m o � 465 0 , o o o 0 � 0 m F r o STR:6 VDOT STD. MH j 00 VI �4 TP=45733 a z z 0 INV IN: 440.o8TO32 0- Ln INV IN: 436.85 TO 8k Fz z_ z_ INV IN: 445.5o TO 14 F--- INV OUT: 436.75 TO 4 455 450 445 440 435 POSED 8" WATERLINE 1+50 2+00 2+50 3+00 STR-30 - STR-16 PROFILE z4" RCP 100.81 LF 6o.56% 24" RCP 32.72 LF Qa 0.52% R EXISTING GRADE (TYP.) I E (TYP I I I m m m� s N oN° Ho o Ln OoO- FFF m F m°LD Om N N L D a m nLna.. � �aaa� r ZzzO H a»» Ln FZZZZ 3+50 4+00 4+50 :• 475 ao D J J11 m D N M aW o NILL $ 0 0 0 0 470 00o Ln FO LFi1 F F Ln F Ln F 0 mm O O LD m Ln 00 a .T p v M Ln a > o0 U H > �arH O N oz= °�° zzo >> 6 F a » > Ln 4 5 nZzz I- PROPO! W11 1101 475 475 470 EXISTING GRADE (TYP.) \ 470 465 �._.m 465 m H0 / 0 000~ F F F _ N Ln 0 via 6 >O / moLD 0 m am a .. >^It It m 4 60 0 0 o N / 0 WI z z z 0 ROPOSED GRADE N (TYP.) "' 46o - Ln--N O y1-T 0 Ln0 m rd>>>> (AFZZZZ - 00 ON- O O IO N m a/ 0 a m a .. It aF OOOF F Ln Ln ^ OO OD II J �m > N a Lnz 20 'D m 0 ri 0 m m H a>> >N aaaF p opao \ 455 Ln �.... :J �? a???O ti}O o F ao 455 = - H a»» Ln FZZZZ �.-.00m F 00 0� m m a0 / O m Ln 00 N a 0 O 0 0� F F >00It�� 0 a .. z 0 O F F 450 Ln a O 0 a PROPOSED 8" WATERLINE CROSSIN N t Z 0 F a > > > Ln co 0 L" 450 O ° aF - Ln FZZZ . 0 N a2Z) a O m o m7 F a» Ln F ZZ " a0 �a> Ln Fz 445 445 ED VDOT STD. ES-1 PROPOSED 8" SANITARY H RIPRAP OUTFALL SEWER CROSSING 440 _ 440 /. OUT=434 0 18" RCP 15 RCP 88-32 LF Qa 0.83% 15" 117.74 RCP LF Qa 0.76% 435 RCP 172.79 LF Qa 0.5z% 435 �3o" RCP 2 RCP �4" 175.67 LF @ 0.70% - - - - - 62.87 LF @a iaq% 114.67 LF Qa 0.50% PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFALL w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT 430 (L=i6', W1=7.5', W2=i8.5', D=1.5' MIN.) 430 In O ID O 00 O ei N O Ln 0) n ry Ln n O m m Ol m Dl O H n N Ln H N 01 w LD O a H N H m OJ 00 00 lD Ln m n O a O a f.j a a ri n a n ,y O 0 LD 0 N n vl n ^ a n H n L0 0 N rl w O a n ^ n a Li) H a rj, a N s a s a a s a a s a s a s a s a a n s a Ln s a s a s a s a a s a a It a a s 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-1oB 3+50 4+00 - SWM 4+50 5+00 5+50 PROFILE 6+oo 6+5o 7+00 7+50 8+oo VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN IN FEET ) ACCORDANCE WITH STANDARD ST-1 AS FOUND IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN ;--k _ � ., THE 2oo8 ROAD AND BRIDGE STANDARDS. THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE HORIZONTAL GRAPHIC SCALE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE 50 0 25 50 100 zoo BEDDING INFORMATION. 460 SS LOT 7 WATER SERVICE CTR:3z VDOT ROSSI ]2:0 SERVICECROSSING PROPOSED 4" WATERLINE CROSSING INV IN INV I 2.3' 1' ' 455 INV Oi 1.3 - - 15" RCP 6o.22 LF @o.66% 15" RCP 450 99.51 LF Qa 1.000/a PROPOSED 8" SANITARY r EWER CROSSING PROPOSED( 445 j 7 SANITARY LATERAL CROSSING PROPOSED 8" SANIITARY SEWER CROSSING 440 STR-zo - Sf R-6 P OFIL Ol cqto 1p m n m <. LOo N n ^ N W Ln m o HO It s It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 435 L iiv rwr,i 1 inch = 50 ft. 470 470 1 465 465 LISTING GRADE (TYP.) ID. DI-313 (L=8') TP=453-17 46o 445.75 TO 32B STR:32B VDOT STD. D N: 441.10 TO 34 TP=453.17 JT: 441.00 TO 6 INV IN: 449.00 TO ROC INV OUT: 446.17 TO 32 455 455 450 450 TRADE (TYP.) PROPOSED 6" 1.3 WATERLINE CROSSING 445 445 1S" RCP 27.73 LF Qa 1.5i% 440 440 n 00 �DID n c6 at 1-313 (L=8') )Fg o+00 0+50 STR-32B - STR-32 PROFILE 12" 470 470 470 470 EXISTING GRADE (TYP.) \ 465 \ 465 -a O J it d m ^' 460 m N 00 460 0!-00 N o o- o -0 OF pF N InLn F o ^ 0 a F LD 00 0 m Q It O m a > o > M a rt a N a a a F m O 00 a 0 455 t z z z o a> 455 F a>>>>-I-Ln FZ Ln FZZZZ 450 1 450 LPROPOSED GRADE (TYP.) PROPOSED WATERLINE CROSSING 445 445 7RCP 63.39 LF @a o.gi% 440 440 435 1 435 m co 00 N 0+00 0+50 1+00 STR-813 - STR-8 PROFILE 2 Am N O EXISTING GRADE (TYP.) \ 465 0 o o o -, � 465 F a D - � STR:34 VDOT STD. DI-3B (L=4') 00 m 0 D a a m TP=449.o8 It a aF \ INV IN:441.77TO34B O L>D z z z 0 m a0 mmF 44 7 INV OUT: 1.6 TO3 z 0 Ha»» F OO o 46o U) K K Z z Ln F F 0 46o o ^'I� kD m? m o m sz z 0 0 a U" FZzz O o 0 455 - Lno 0 455 0 °off m00 off PROPOSED 12" WATERLINE CROSSING m z 0 F a» 450 LOT 57 WATER SERVICE CROSSING-/ mFZZ 450 PROPOSED 6' WATERLINE CROSSING PROPOSED 4" WATERLINE CROSSING ROPOSED 8" WATERLIN 445 4.3 445 2.9 1.3 440 15" RCP 440 15 RCP 114.58 LF @ 0.50% 15" RCP 167.5o LF Qa 0.550/0 27.76 LF Qa o.83% 435 435 00 0+00 0+50 1+00 1+50 2+00 2+50 FR-34B - STR-6 PROFIL 3+00 3+50 SCOTT/R. (70CLINS'Z Lie. No. 035791,E p 10/13/20 .14 cn ZUJCO z O 0 Z O L F D< U) J L Q O H Ln ~ s Z c L W c U) w ; S g c o0 F i Q Ln i a L 1 � L � W a 1 W L 1 Ln > � c 0 N N N N CD CD CD O Lu Q r 0 i N N v Za �r, o •ME Z 0 "' z a N J cM 10 N 0 Q N W � o N W i 1 W Lr) J Z �--I LLJ � J W _ W 0 ~ 0 L9 -j rl zQ LW = U W � l!) W Y � :2 0 O U) J V) V' [-- m Z J cf) 1--i E CROSSING ~ w J ~ 0 Q 0 CDm 0O u W J ti F 0 O r w W a JOB NO. 182150 SCALE 1LL = Sot SHEET NO. 20 PRO W I MUS =4 485 485 48o 48o STR:16 VDOT STD. DI-313 (L=8') TP=45933 INV IN: 452.83 TO 22 INV IN: 452.So T018 475 INVIN:446.43TO16B 475 INV OUT: 44633 TO 14 w V 470 0 470 H NO Ln 0rz h N r+, > O ltF- 465zo 465 F z z STR:z4 VDOT STD. DI-3B (I - TP=46o.00 INV IN: 456.o8 TO ROOFS INV OUT: 453.75 TO 22 46o 460 POSED 6" ATE R LI N E OT 30 WATER SERVICE CROS! =ROSSING 455 1. ' 455 � 4, i5" RCP 450 15" RCP 33-45 LF Qa 1.44% 450 30.39 LF Qa 1.12% 445 445 rn o Ln 0 W m ^ 000 00 0+00 0+50 1+00 STR-24 - STR-16 PROFILE STR:14 VDOT S INV I INV INV O EXISTING GRADE (TYP.; 475 �� 475 I � 470 470 d m M o 0 465 465 TD. DI-313 (L=6') 0 m F TP=457 83 N It O N: 450.33 TO 12 F a > N: 445.77 TO 16 JT: TO 6 v> I- Z 460 445.67 ROPOSED GRADE(TYF 455 I 455 PROPOSED 8" 1.3, WATERLINE CROSSING 450 450 [is" RCP 27.93. LF @a 1.51% 445 445 6 �kD S s, ^ 3 0+00 o+50 NOTES: I. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.S' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. zS OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH NOTE: HDPE CAN BE USED AS AN ACCEPTABLE OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. ACCORDANCE WITH STANDARD SL-1 AS FOUND IN SEE DETAIL ON SHEET 17 FOR HDPE PIPE THE 2oo8 ROAD AND BRIDGE STANDARDS. BEDDING INFORMATION. 460 460 STR:66 VDOT STD. DI-38 (L=io') EXISTING GRADE (TYP.) TP=443.7S INV IN: 436.77TO 66B STR:56 VDOT STD. MH INV IN: 43775TO ROOF13 TP=439.58 INV OUT:436.67T064 455 455 INV IN: 43o.68 TO S8 INV IN: 432.00 TO 62 STR:66B VDOT STD. DI-3C (L=8') INV OUT: 430.58 TO S4 TP=444-00 / INV IN: 439.00 TO 66D /= N INV OUT: 437.00 TO 66 450 11 mw 0. I 450 O Ln O O N STR:66D VDOT STD. DI-3B (L=6') n o m ° > 4467S LO mINV o /�� O a ° OUT: 442.00 TO 66B /o ZZ0 445 ID ^^M F 445 6) 0 N M > ^�� a>>> Ln1-zZz -- Lo mzzzo is" RCP W 11 > > > > z z z_ _z 37.99 LF Qa 7.90% LOT 48 WATER SERVICE CROSSING 440 440 SING -PROPOSED GRADE (TYP.) 1.4' PROPOSED 4" WATERLINE CROSSING 435 11' 15" RCP 435 40.65 LF @a 0.57% is" RCP 1. LOT50SANITARY LATERALCROSSING 13 LF @a z.00% 115E �P OT 4g SANITARY LATERAL CROSSING 97.74 71% 15" RCP 43.95 LF Qa 2.62% 430 LOT 48 SANITARY LATERAL CROSSING 430 .t W LD M 3' 3 m It 3 S 0+00 0+50 1+00 1+50 2+00 2+50 STR-12 - STR-14 PROFILE STR-66D - STR-56 PROFILE 405 400 395 t•• 385 375 PROPOSED VDOT STCy WITH RIPRAP OUTF LL i I / STR:40 VDOT STD. MH TP=4o1.83 INV IN: 395.00 TO 42 INV OUT: 385.92 TO 38 STR:38 VDOT STD. MH / � RCP TP=389.67 118 6 LF C i•90 % INVIN 384.5o TO 40 INV OUT: 380.0o TO 36 x / 00O O° ~ O n 0 O M M > o l^n H ID m 24" RCP 11 M- 0 / 29.18 LF @4.87% Ln z z / �r RCP 30/0 n Lk off- ,1�13 0 N u 445 m 0 Ln 445 _o EXISTING GRADE (TYP. 0 u~i 0� 0 O m H 00 0 N STR:Sz VDOT STD. MH > m N) .t aF O 44 TP=434 75 ,Nn m z 00 INV IN: 427.So TO 54 II >> INV IN: 427.00 TO S213 Ln I-- z_ z_ INV OUT: 421.67TO 5o 435 435 PROPOSED 8" WATERLINE PROPOSED GRADE (TYP. CROSSING 430 430 L15" RCP 425 36.o6 LF Qa 2.30% 425 420 ' 1 420 m m m ^ m m m 0+00 0 11 m S' N LL O N STR:52 VDOT STD. MH o O TP=434.75 O O ° ~ ~ INV IN: 427.5o TO 54 � 06 o INV IN: 427.00 T05zB p N o~o a INV OUT: 4z1.67T0 5o > a� �mzzx O ,°i F d » > J Ln F-ZZZ VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET' ) 1 inch = 5 ft HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. x � 2 °v° Lo o 0 00� Ln P10 ~ O 00 0 o OM0 > / op 0 r 1 LO Mt .f 1- .. x n'tZ-0 m 11 >> > D ,n I zzz I tD LOT 84 WATER SERVICE CROSSING II m ILL 0 00 LOT WATER SERVICE CROSSING 0 o+So 0�0 OOo STR-52B - STR-52 PROFILE) EXISTING GRADE (TYP.) 00 J m m 0 m Ot 'tto O 0 O LA F N Ln f- N m ^ p �0 ^m > �d ml:: ' 't Z Z � O N / 0 >>> ,nI- ZZZr_�' / PROPOSED 6" WATERLINE E CROSSING 1.18.02 CF @ 2 07 O 0 ^ O M 0 N D1 .t > STR:48 VDOT STD. MH 0 n71 TP=42333 L^ N z z 11 INV IN: 416.z5T05o w�„ zzz INV IN: 415.75T0486 --- INV OUT: 410.00 TO 46 PROPOSED GRADE (TYP. / 20 200 450 SCOTT/R. (7bLLINS'Z Lie. No. 035791,E p 10/13/20 z 0 E Vl F Z ul co 445 O H o Z O `n N ` J L ~ W Z L F�1 440 >� ui tie 6 435 '--LOT 83 WATER SERVICE CROSSING 3.2' PROPOSED z" WATERLINE "-LOT 82 WATER SERVICE CROSSING CROSSING LOT 81 WATER SERVICE CROSSING WATER SERVICE CROSSING 430 CE CROSSING 1.0 1. z' " `LOT 85 SANITARY LATERAL f LOT78 WATER SERVICE CROSSING 0 / � 5' N 18" RCP J 00 LOT77 WATER SERVICE CROSSING 200.15 LF @ 1.24% m ci LOT 84 SANITARY LATERAL CROSSING M w d 1.0' on 00 .t LOT 83 SANITARY LATERAL CROSSING Q �w Ito LOT 82 SANITARY LATERAL CROSSING F- 0000 11 r ^ N LOT76 WATER SERVICE CROSSING _1 0, 18" RCP N o Co ;' ^ ID 4- 1.0' 29.72 LF @a 1.68% J. v ° ° o m 0 N N �~ LOT8i SANITARY LATERALCROSSING w W0 �'Z Z Z� LOT Bo SANITARY LATERAL CROSSING II > > >> LOT74 WATER SERVICE CROSSING F- O 0 0 F Z Z Z Z LOT 79 SANITARY LATERAL CROSSING 0 0 0 o j -- 1.8' _18" RCP 0 00 N a 112.39 LF Qa 2.38% 00 ,. Z Z 0 LOT 75 WATER SERVICE CROSSING 18" RCP LOT 78 SANITARY LATERALCROSSING /� a- Z Z Z LOT 73 WATER SERVICE CROSSING 1.0' 30.94 LF Qa 2.42% LOT 77 SANITARY LATERAL CROSSING -14ll -- - RCP 63.89 LF @ zlll LOT76 SANITARY LATERALCROSSING 1.0' 1.3' 2.1' LOT 75 SANITARY LATERAL CROSSING 18" RCP 141.77 LF Qa 2.29% LOT 74 SAN ITARY LATERAL CROSSING LOT 73 SANITARY LATERAL CROSSING STR-56 OUT PROFILE 370 RCP - INV. OUT=368.o z" 3�% LF t?a 3' • 163'39 PROPOSED VDOT STD. CLASS II RIPRAP OUTFALL w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT (L=24', W1=6', W2=i2', D=2.5' MIN.) n? W H N M rl 't V1 N 00 In CO m M N �-1 M 4 ^ l!1 (n N LO co rl N 't 'i `i m ei LO M �n ^ H ^ I\. ^ N O) V1 O m N Vl O m N O m Ol 0) N't 00 N n ~ ^ O 0 .t O 't lD ,-I w W 00 ri H .t Ln O1 m M Ol �-I M 0) Ol M O M 0 O ^ O <i 0 .t 't 00 p0 N N N N Ln °l N M m M w L6 00 pp O1 Ol •i A S f i� M ^ ^ m ^ ^ M ^ ^ M ^ W M O0 0 M W M M 01 M .t O .t O <i 3 ri fi 3 <i •i .t ei N S N .1 N .1 N m M 't m M d.t m M .t M M .t m .t .t � .t .f m m m m m m m m m 3. I It Ir It - I It 't 4 It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+So S+00 5+50 6+oo 6+50 7+00 7+50 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 425 U) > P i > w s � < 00 F a i a t L w i w i > cn c ' 5 w c 0 N N N N 0 CD CD CD QLu i v cow 0 N N 47 r o 420 L9 rn ti � z z a 415 N M 0 410 N 0 W C7) N 0 N W > 1 405 L J ,--I Ln _J zJ �--I 06 J 400 O O � T� 395 Q z= w U W � l!1 Y WLu 39 0 0 O U) LLU J Lf) 385 zLu m J 38o _ U) H� _ JL w 0 375 I 0 N 370 � ri w J F w w 365 a ul) 30B NO. 182150 SCALE 1= 50� SHEET NO. 21 5 450 � J m 450 d ") M v p o 0 00 p m r p p m° O p F a°o m° Ln o ppF !n CO FM FN 00F o O 445 1- o mN o- mmm° It 445 M t H M V M't m K, C oo 00 n 0 t Z z Z_ _Z O F a > > > z as > > Ln F-.ZZZ Ln FZZZ 440 440 ;ED GRADE (TYP. PROPOSED z' WATERLINE CROSSING 435 435 Lis" RCP 430 50.86 LF Qa 1.28% 430 15" RCP 55.75 LF Qa 0.57% 425 1 425 Vl lD CY) Q Ol 't t N ry 0, °- of t 't 't 0+00 0+50 1+00 1+50 STR-8oB - STR-72 PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH EXISTING OF lz' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. STR:64 SEE DETAIL ON SHEET 17 FOR HDPE PIPE INV I BEDDING INFORMATION. INV IN INV OU NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 It. HORIZONTAL GRAPHIC SCALE 0 25 50 100 20' ( IN FEET ) 1 inch - 50 ft. 455 455 GRADE(TYP.) \ 450 450 STR:64B VDOT STD. D VDOT STD. MH TP=442.83 TP=442.50 INV IN: 438.83 TO ROO N: 435.52 TO 66 INV OUT: 435.83 TO 64 : 435.52 TO 64B T 435-42 TO 62 445 PROPOSED GRADE(TYF 440 440 PROPOSED 1.z' 8" WATERLINE CROSSING 435 435 15" RCP 26.25 LF Qa 1.17% 430 430 N 0+00 0+50 STR:62 VDOT STD. DI-3C (L=6') TP=439-75 INV IN: 4326oTO62B MEN J u m 0 6 00 00 OO u*1 F N F M V M 445 - o 445 w ZZO a > > > STR:8oD VDOT 5 Ln F z Z Z TP=440.50 IN OUT: 436.o0 440 440 )SED GRADE (TYP.) 435 435 [15" RCP 42.04 LF @1.59% 430 430 425 425 N 3 m m 6 o a 't o+00 0+50 TD. DI-313 (L=6') TO 8o STR-8oD - STR-8o PROFILE EXISTING GRADE (TYP 0D m M m ° -3B (L=8') p a 'tO Fn Ln NO°F LNn °Ln�° m > r0mH a ,t z z o IFJ) Hzzz' 405 - STR-6413 - STR-64 PROFILE FINVN433TO 64 N5O YD -6NVI:3.75 T INV OUT: 432.5o TO 56 XISTING GRADE (TYP.) 425 450 450 EXISTING p O� O 0 00 Ln 445 o m 445 0 0 m MID' STR:46 VDOT ST t-00 INV IN a > > ' F z Z INV IN: 407 440 440 INV I INV OU PROPOSED 8" WATERLINE OPOSED GRADE (TYP.) CROSSING 435 435 1 pROPO L15" RCP 430 28.02 LF Qa 1.43% 430 N m a) 4It 0+00 0+50 STR-62B - STR-62 PROFILE 425 GRADE 0 (TYP.) 420 M. 0 420 ^� p a Ln 0 TP=4u.58 0 � o 404.67 TO 46B > Ln o a .58TOROOFI8 N �� z 415 N: 406.75 TO 48 't O T: 402.00 TO 44 N H z z 410 410 SED GRADE (TYP.) PROPOSED " WATERLINE CROSSING 1. z' 405 1 405 15" RCP 39.7o LF @a o.83% 400 400 O 0 0 00 'N a 00 � 0+00 0+50 STR-c,66 - STR-46 PROFILE III 395 m F� H. g M .1 W w a a o+00 0+50 00 74 J_ m M a0 N p Ln OF 0 O o0 ri p O > O Om X � z o 410 - LnCLzz 1+00 405 GRADE (TYP.) 400 395 STR-42B - STR-42 PROFILE EXIS' STR:z6 INV IN INV I INV OW PRI N 475 475 'ING GRADE (TYP 470 m 470 o�w �o 0 VDOT STD. MH O °o TP=46o.75 O 0 ri : 452.58 TO 26B p o m N: 447.43 TO z8 m o t 465 ': 44733 TO 16B 't z O Ln H z z 46o 460 )POSED 4" IATERLINE ROPOSED GRADE (T CROSSING 455 2.3' 455 450 450 15" RCP 41.31 LF Qa 1.02% 445 445 ^ O r- S 't ^ a 0+00 0+50 (P.) TR-26B - STR-26 PROFIL NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. INV. OUT= UNDEf DETENTION 455 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. fV v m m m m ^ p °^ p m OO 0 O Ln F o Ln LO 0 � 0 a p Ln t > M -t KSCOTT/R. Cb•LLINS'Z Lic. No. 0357911E 455 0P 10/13/20 I.Aj > -�F 00 00 °�°. m _ _ O p 0 O F OF 1D `�' d gym^ � I1 > 0 VF>FZZ. Id LnF In F n F LnN u m M N r, r�0 OOF v O °D M 450 0 p ^ to F F M 450 > M T 00 o 00 0 0 0° o It It M Sz O FOO Ln 0 W CO 0 00 MmLP F t Ln F-- O M Na» Q 00 't -,t Nt 'tz0 VDOT STD. DI-3B (L=°.o') d z z z"'Io°�STR:7o un / TP=442.00 Z z z o °445 445 INV IN: 432.io TO 72 H p > » H z z INV OUT: 43z.00 TO 68 in F z z z 1.3 PROPOSED lz" WATERLINE CROSSING 440 440 15" RCP PROPOSED / 55.98 LF @o.57% lz" WATERLINE CROSSING @ yg4°7o 2g1 ZSCF 435 1.9' 435 431.67 TO 18" RCP GROUND 131.63 LF @ 0.87% FACILITY 18" RCP / 24' RCP 430 137.66 LF @ 0.53% 59.07 LF Qa o.98% 430 z4" RCP 2935 LF Qa 0.50% / z4" RCP / 4�5 5.15 LF @a i.55% 425 / 420 XISTING GRADE (TYP.) 420 415 415 410 410 `� / 405 405 5'x5' BOX CULVERT PROPOSED WITH BLOCKS 9, lo, & 11 VSMP PLAN / 400 400 M�0 O O M V1 00 ^ M m N N rl r. O Vl vl Ol •'I lD W) H n 00 1p l0 W O LD w N r. 0) LD Ln a0 M W kD LD ^ N M 4 N 06 <i N '•i O M O Ci M O O O) rl ,y m M N N M O V1 t 0 V1 V) M V1 l0 n'1 V1 ri m V1 W ~ V1 00 S f S It f I �. It �. S S �{. f It f f f f It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 435 EXISTING STR:48 INV I INV IN INV OU PROPO J 435 m r ILL TYP.) GRADE (I p000 0 =o O v an . F ry 430 o N 430 > 00 ma MF�: VDOT STD. MH a z TP=423.33 V:416.z5TO50 't O H a» : 415.75 TO 48B nF zz T: 410.00 TO 46 425 3ED GRADE (TYP. 420 420 PROPOSED "WATERLINE CROSSING 415 425 15" RCP 36.16 LF Qa 1.38% 410 410 m M � r'1 S 0+00 0+50 STR-48B - STR-48 PROFILE [STR-78B -UNDERGROUND DETENTION PROFILE 450 450 o � `n �W0 d L1 O O XISTING GRADE (TYP.) S m o LD o� 445 0 o °a 0 0 o 00 445 > L9MI�� ��-F- ° N Ln Z Z 0 O m `� °p ep a u F z z z \ �j m m o 7 ZMt0 "z mp 440 Ln z z Z 440 PROPOSED PROPOSED GRADE (TYP.) \ / z" WATERLINE 435 CROSSING 435 1 1' 430 15 "RCP 430 173.41 LF @ 0.529/0 15" RCP 39.66 LF Qa Loop/° 425 425 .t OR r. F O M ram) LD pmp 't 4 M 't m 't O M S 't O M 't d 0) M M 't m .Mt 0+00 0+50 1+00 1+50 2+00 2+50 ISTR-6o - STR-56 PROFILEI �Z I:1 N N J m rp m 450 o m 0 0 450 ^ ^F O O !n O Ln rMn F O O m M M aaM p M > o 445 t z z o a° 445 F F I > > > in FZZZ U) F Z 440 440 )SED GRADE (TYP.) I PROPOSED z" WATERLINE CROSSING 435 435 15 RCP STING GRADE (TYP.)- 69.95 LF @a o.81/0 ° 430 430 H � 00 Oq d 't d 'tt 0+00 0+50 1+00 STR-76B - STR-76 PROFILE Z z 0 cc � Z Z ° � 10 = c J L Q O y s z c L Wtie U) > F i > Z t g < o0 F i Q U) i a i OC L W 1 W L ' 5 � c 0 N N N NI CD CD CD 0 Lu 0 00 j 00 4 o L ti � z � rn a N J o cM 0 N C� Q W � N 0 N W i 1 W J �--I Lu J ® W O F - O I� L9 iT� z Q>W 2 � U � W l!1 W Y H 0 O U J V) V' z W � J � 1--F J~ w 0 J (D LL ONm u W J ri ti F cC w W m D m JOB NO. 182150 SCALE 11 1 SHEET NO. 22 - - --l_-- --__ -_ \ - \ .• I \r\\ ' \" _-I_I \ I II II I I I I I I \ \� \\f PROPOSED +;`�, \ \ \` \ \ / . . ' / 1-Y-Y:YYY- - `'' •, ___�____ I 1-f r�I�I , A\,-"; ',,GREEN / �\ I ,�)� \\ \ \. \. 1 I �" 1� / / / - / J �\y __- _ \ (TYP.) \\ ,\\ \I - / / / // _ _ n'e - - - - _ I I'-, -- - - /%/ \ � � / / I I n _ / / -- __ / �/ / / / / ! / / �_ . I y / .�. YD-5C _ - YD-46 - - - YD- A - --- -- - ,R�-°` - ,I \ // / /I� ror ror ror I 4 YD-4 pkb ror ror ror ' I - _ _- - _ __ ___ " _ _ _ ' I I I �v �96� I --/-� - 3 -�+'- / / / / t� >� / . \ �< ` 3 `..�- fl ♦ ror. r I r I �x a i to <�( �_ � _ _ _ _ _- - i. `. < � JOT l' � �..� I111VII 2fYBD5 _4 24ROOF2S 2 i.1�,._ 1 - I I � I I F � � V A � v � ..- I �r� < It II. (® � �.. �'.�.z8B� ._ •:; � 8. _ _ `s b _ _ rnr - f'"-� I -/ _--J \ / -_. �:-, L- �, ram' _.♦ - .+�- x i DRAINAGE DIVIDE (TYP.) ,- �o► �a _o` ror �'I s °s r . ' ' / � � �/ � / / /� V or of or vo- c , � _ -_ 4 _ - = " �✓/ / ( - a -- ,I ( YD-3A ' , I" �, ,( III IIIIII \ xvr �'_-/// / - �// I / /. / �� YD-3B,.,.. io •��i �� --- --- -- °� _ / ✓ ...- <,- ,- - _ ♦ PROPOSED GREENWAY(TYP.) I w �♦ �_ / / l.• _ l .may 8B --- - - �•s 4' I / 1 - ( ♦ _ _ / i�-ircr 111 � � / / _ // \ PROPOSED CULVERT- „ _ -_ = -- Vv - - -- - - - SEE SHEETS 30-31 FOR �' YD-6D or -� / � � , a, � rr,r / EXISTING STREAM- • - _ _ - - I � - ... fr,- 1. ,�� /s / ". / ".. / ., I. -. _:_ DESIGN INFORMATION , , D GREENWAY (TYP.) �- PROPOSE / 'r3r / i t' O16A y �_� ` - - �♦ 8oB 1 EXISTING WETLANDS (TYP.) , // \ \ ��_ •�.. I - -, _ .:.: -. r \ r,I r .( / / i _. �` �aa�= ^�- •- .,_ J$B - -. ...;. - - - '`' v •h .."',.; �:' / '7 p64°ad l / ri '�";q / // T 1 3 ex sr * r f + ! ' r ♦ 72 406 A / \ 4io \ YD-6B .: sIror g / ' -\ '. �STNG PU&RNVENVE Ifs _- ' , \ I -� '_:.._. -E E . - .f� �. �," 74 : 404 ,'a L '' ✓#.' // tl / / / • ...•, �. `. ^`?.. \ - - _ ... t �, / / / x' / DRAINAGE DI J VIDE (TYP. 1 / / ;'/ // �xyya - - / - .• ., `. ro� 66 p �e° /.. V % �� s s° _ a 02 / ��� � � __ �t �. 4 � 60 \ '� `�I VAL 66D �< ���� � ® // -� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ v v v��, V A roT� ROOF13 ®l 1 " I B00 . . . . . . s r r. V / v /,•` AV°T / ,r / / I A 1 RAINAGE DIVIDE i / I I O / � / \ , f II •, `. YARD D i 1 b / RAINAGEDESCRIPTIONS u� u _ ay "/ PIPE INFORMATION INLET INFORMATION / PROPERTY BOUNDARY (TYP.) _ % 6z6 / / - - 1' 'ror STR. NO. OIA. LENGTH` INVERT INVERT RIM (in.) (g,) SLOPE (^h) IN OUT MATERIAL INLET TVPE ELEVATION ror o YD-1B 12'Yard Inlet 452.17 46 / /' 8 39.83 1.68% 449.17 448.50 HDPE n iror VD-1A 12' Yard Inlet 462.17 n/ / 8 44.07 1,13% 448.50 44&00 HDPE ° x YD-1 12' Yard Inlet 451.75 / 8 37.73 5.30% 448.00 446.0o HDPE EXISTING STRE M - /i % °, -. -t/I VD-2B 12'Yard Inlet 460.83 / /s se - EXISTING STREAM 8 6100 2.72% 457.83 0.56.17 HDPE VD-2A 12' Yard Inlet 460.83 'a/ 8 60.77 14.81% 456.17 447.17 HDPE 59 YD-2 12'Yard inlet 451.83 , B 42,00 279% 447.17 446-00 HDPE Fi G° / / _�_ 5 ror // �/ f / i �A �_ A V tal ' / ', / YD3B 17' Yard inlet 446.17 �\ /// / >% / 8 64.50 0.82% 443.17 442.83 HDPE YD3A 12' Vertl Inlet 447.33 8 81.00 0.54% 442.83 442.50 HDPE - ,/ VD-3 IT Yard Inlet 448.00 8 31.25 1.60% 442.50 442.00 HDPE S / I / / / / ror ( - / / / / / / / -3C 1T Verd Inlet 448.00 / YD PROPOSED GREEN" VD-0C 12'Verd Inlet 480.00 T4 8 64.57 1,55% 457.33 456.33 HDPE -4B VD12' Yard Inlet 460.00 8 64.02 0,91% 45fi.33 455,75 HDPE /-0A 12' Yard Inlet 480.00 \ v v S - 46 ✓ / / / / / ; 8 44.52 1.12% 455.75 455.26 HDPE LOTVO4 1T Yard Inlet 480.00 1 8 64.55 0.77% 455.25 454.75 HDPE ror / \ \ I I \ \; \ II \\\ \ / / I I I I\� _ \\ i I __ - .. /. I4 / gyp ,44 . F(• a j YD 7C /� ( I ;' / PROPERTY BOUNDARY TYP.) / / / - - - - VD-5C 8" Cleanout 458.00 r vD- A / / J1, /�/< l r p00Fzo *-i 7 / EXISTING WETLANDS (TYP.) / l l J/ l l / I/ // // \/l l // // VD-s6 s zs.3s zsa% a5sso 454.83 HDPE ITYardInlet 458.00 8 71.37 0.57% 454.83 454.42 HDPE vv�v I v v - _ . / ✓ ,� ♦ror YD VD-5A 12' Yard Inlet 0.58.83 8 83.70 0,80% 45442 453.75 HDPE A Y65 1TCleanaR 460.75 23.40 1.07% 453.75 45350 HDPE 0SIZEDFORFUTURE DRAINAGE DIVIDE (TYP.) \\ \ PARK DRAINAGE AREA !e YD-8 \\\\\\\\\V V�A\ \ \ \\\ V\ \ \ A / /I \ %b �5V�- v/\ \_ �\ \I�I \ \VA\ J V/�� �\�r \� ��\ \- - � I .. i ��'I7✓ / / �// /f � /421, , I Ifo ® �. ��r/, � /�/ //>// / / , // / '/l / / /// i / / / I / / I / / I II I I I I ,_ -�\ V \\ \�43��� \ro� YD-SD 1TVartl Inlet 461.00 8 47.19 6.17% 457.33 45442 HDPE a2- ?�\\\ I42B VDEF 17Yard inlet 452.83 8 90.E8 3.13% 449.17 44833 HDPE YDEE 17' Yard inlet 450.00 8 88.49 2,26% "6.33 444.33 HDPE VDED 1T Yard inlet 448.00 8 69.11 1.46% 444.33 443.33 HDPE IT,\ \ \ \ / � \ \ \ VDEC 1T Vard Inlet 447.00 8 73.70 1,80% 443.33 442.00 HDPE / // /// / // ( < I` \ I, `� • / / / / I �/ \ \ I I I \� \ / / �'+\ \ V A A \ \ �- / \ V YDEB 12' Vard Inlet 445.67 �\J i 1 B 65.94 1.90% 442.00 440.75 HDPE ( - GRAPHIC SCALE,, I A � - YD-6A 17' Vard Inlet 445.00 8 82.88 2.11% 440.75 439.00 HDPE EXISTING STREAM 8° 0 .40 80 �,' i6o V I- "�/ _ _ YDE 12'Vard inlet 443.00 / 8 51.63 6.29% 439.00 43575 HDPE ;�/ <I `E� t / \ / I - ( IN FEET ), - \ _ _ vD-7D ITYard Inlet 420.50 �� --- -- 8 64.41 5.95% 416..83 413.00 HDPE ilich = 80 ft. _ GREENWAY (TYP.) _ i \ vD-7c z'vammlet ats75 • - / A 8 31.20 5.87% 413.00 411.17 HDPE A \ C _ - _ _ _ / - - vD-7B 12" Cleanoln 415,83 V oo-Y / EXISTING i / _ EAR FLOODPLAIN (TYP.) / / // - --- - -' - 8 10.26 13.06% 411.17 409.83 HDPE -� vo-7A T Vard Inlet 412s0 8 65.09 1.28% 409.83 409,00 HDPE �� �"� / _ _ _-- - - VD-7 72"Cleenaut 413.00 \ •� `/ / - -- _ - 8 16.93 7,38% 409.00 407.75 HDPE 4 ����� ( / - - - _ - - ` I ,\ \� ' / / _ __ - - t q" _ YDI 12'Yard Inlet 410.17 8 69.30 1.97% 40fi.60 406.33 HDPE VD-8 12' Vard Inlet 409.00 6/ 8 80.29 2,90% 405.33 403.00 HDPE C a �ACI'CS� C�V tC rn'hll.� rI+77 ^j 111 QT f.IW !r' R. LLINSZ 0 U Lia No. 035791 4• 10 / t) <v O / 3 SIONAL E STR. NO. PIPE INFOMATON INLET INFORMATION DIA. (in.) LENGTH` (R.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET NPE Curb TYPa SLOT LENGTH RIM ELEVATION 4 8 8B 10 lOB 12 14 168 20 24 26B 28 28B 30 32 32B 34 34B 40 42 42B 44 46 46B 48B 50 52B 54 58 60 62 62B 64B 66 66D 70 72 74 76 76B 78 78B 80 80B 80D YD-1 YD-1A YD-1B YD-2 YD-2A YD-2B YD-3A YD-3B YD-3C YD-4 YD-4A YD-4B YD-5A YD-SB YD-SC YD -5D YD-6 YD-6A YD 6B YD-6C YD-6D YD-6E YD-6F YD 7A YD'7C YD-7D YD-8 YD-8A ROOF ROOF2 ROOF3 ROOF4 R.00F•$ ROOF6 ROOF7 ROOF8 ROOF9 ROOF10 ROOF ROOF12 ROOF13 ROOF14 ROOF15 ROOF 16 ROOF17 ROOF18 ROOF19 ROOF20 0.15 0.21 0.14 0.10 0.16 0.14 0.09 0.14 0.32 0.11 0.04 0.13 0.10 0.49 0.08 0.10 0.0$ 0.15 0.24 0.17 0.19 0.05 0.17 0 14 0.15 0.14 0 17 0.19 0.47 0.19 0.20 011 O15 0.32 0.04 0.33 0.13 0.12 0.64 0.38 0.70 0.36 0.10 0.12 0.15 0.08 0.04 0.06 0.07 0.05 0.05 0.03 0.08 O.q9 0.13 0.12 0.06 0.14 0.� 0 0.15 0.02 0.06 0.11 0.11 0.15 0.15 0.09 0.11 0.04 0.04 0.06 0.04 0.06 0.03 0.07 0.20 0.10 0.07 0.08 0.10 0.10 0.10 0.07 0.09 0.10 0.07 0.24 0.10 0.17 0.09 0.17 0.11 0.08 0.06 0.75 0.70 0.75 0.70 0.70 0.75 0.75 0.75 0.50 0.70 0.70 0.75 0.75 0.75 0.75 0.7$ 0.75 0.80 0.85 0.75 0.70 0.75 0.75 0 75 0.75 0.7$ 0 75 0.75 0.5$ 0.75 0.60 075 075 0.75 0.75 0.60 0.75 0.75 0.50 0.65 0.50 0.65 0.75 0.75 0.70 0.60 0.60 0.50 0.50 0.60 0.60 0.90 0.60 0.5Q 0•50 0.40 0.40 0.40 0.40 0.50 0.90 0.50 0.60 0.30 0.50 0.40 0.50 0.60 0.60 0.70 0.70 0.60 0.70 0.70 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 6.0 6.0 6.0SCOTT 6.0 6.0T 6.0 5.0 6.0 8.0 6.0 5.0 6.0 6.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 5.0 6.0 6 0 6.0 6.0 6 0 6.0 6.0 6.0 6.0 60 . 60 - 7.0 6.0 6.0 5.0 6.0 7.0 7.0 7.0L9 6.0 5.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 $.0 5.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 $•0 5.0iOT 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 10B Oil CGE 8 443.33 10A 15 117.74 0.76% 439.58 438.68 RCP 10 DI-3B CGE 8 448.25 s 15 ee.32 0.83% 43a5e 437.85 RCP 8 DI-3B CGE 10 452.33 18 17279 0.52% 437.75 436.85 RCP 5 24 175.67 0.70% 436.75 435,52 RCP MH cGE 452.42 3 30 114.67 0.50% 435,42 434.85 RCP 2 MH CGE - 445.00 1 30 62.87 1.19°h 434.75 434.00 RCP Z �..� > a o z n w J1,-O = J Q Ul z g O u da }}} z 0 -j ¢ m a a w Zn > Lij m z(p m: O - " 4 w W uwi w LU N IF z f O u a da F}- a W J a m a 0- w In Of Q-' BB DI-3B CGE 8 452.08 84 15 6339 091% 44525 44487 RCP 20 DI-3B CGE B 480.83 19 15 80.22 0.66% 454.00 453.60 RCP 18 DI-36 cGE s 460.75 17 15 99.51 1.00% 453.50 45250 RCP 16 Oil CGE B 459.33 15 24 100.81 0.56% 446.33 445.77 RCP 14 DI-38 CGE 6 457.83 13 24 3272 052 % 44567 44550 RCP 12 DI-3B CGE 6 457.83 11 15 27.91 1.51% 450.75 450,33 RCP 24 DI-3B CGE 6 460.00 23 15 33.45 1.44% 453.75 453.27 RCP 2z DI3c ccE s 4s9.9z 21 15 30.39 1.12% 453.17 452.83 RCP 30 DI.9C CGE 10 454.83 29 15 118.79 0.55% 449.00 448.35 RCP zaa s z7ss osa% a4a2s 448.10 RCP DI3e cGE a 4s7n 27 a lossa osa% 44a.00 44743 RCP 26 MH CGE - 460.75 2s a 1za.3s 0s1% 447.33 44s.6a RCP 1sB DI-3B cGE s 460.6e 18 29.32 0.50% 448.58 446.43 RCP 26B DI-3B CGE 4 460.50 28A 15 41S1 1.02°0A 453.00 452.58 RCP w H 0 N o N -1 4 0 N 0 N " 0 N 0 N � NCD � N m DIJB CGE 8 449.08 34A 15 27.78 0.83% 442.00 441.77 RCP 3a DI3B ccE 4 4as.os 32 15 114.58 0.50°h 441.67 441.10 RCP Oil CGE 8 453.17 31 15 18750 0.55% 441.00 440.08 RCP M M N M Nt 1 m N " i LJJ i J U) Q J I U I I - w Lu Ul LJ8 WSTR- � W Of Q (I",`J Q O Q (� j Q O i� 06 w �� /� V / U O .J J 1-4l/ I O U ^1 m OPROPOSED d W Z I --I Q J � F _ 32B DI-3B CGE 8 453.17 32A 15 T7:73 1.51 % 446.17 445.75 RCP 80 DIJC CGE 6 438.08 59 15 39.66 1.00% 432.08 431.68 RCP 58 DI3c cGE 10 439.0e 57 15 173.41 0.52°h 431.58 430.68 RCP 56 MH CGE - 439.58 55 18 200.15 1.24% 460.58 428.10 RCP 54 DI-3B CGE 10 435.92 53 18 29.72 t.BB% 428.00 427.50 RCP 52 MH CGE - 434.75 51 18 11239 2.38A 421.67 419.00 RCP 60 DI-38 CGE 10 425.75 49 18 30.94 2.42% 417.00 416.25 RCP 47 MH CGE - 423.33 18 141.77 2.29% 410.00 406.75 RCP 46 Oil CGE 10 411.58 45 24 63,89 1.57% 402.00 401.00 RCP 44 Oil CGE 6 408.08 43 24 128.02 2.07% 400.00 397.35 RCP 42 Oil CGE 8 405.25 41 24 118.61 1.90% 397.25 395.00 RCP 40 MH CGE - 401.83-3 39 24 29.18 4S7% 385.92 384.50 RCP 38 MH CGE - 389.67 37 24 141.30 4.53% 380.00 373,60 RCP MH CGE - 379.00 35 24 163.39 3.37°h 373.50 388.00 RCP 42B DI-3B CGE a 407.00 42A 15 94.98 1.84% 402.00 400.2s RCP 466 DI-3B C(3E 10 411.75 46A 15 3970 OB3% 40&00 404.67 RCP 486 DI-3B CGE 10 42308 48A 15 36,16 1.38% 418.25 415.75 RCP 52B DI-3B CGE 10 434.67 52A 15 a6,06 2.30% 427.83 42Z00 RCP 66D 0.0 CGE 0 446.75 66C 15 37,99 7,90% 442.00 439.00 RCP 66B Oil CGE 8 444.00 s floss os7% 43zoo 436.77 RCP �A DI-3B CGE 10 443.7s 65 15 43.95 2.62% 436.67 435.52 RCP 84 DI-3B CGE 6 442.50 83 15 97.74 1.71% 435.42 433.75 RCP 82 DIC CG 6 438.75 61 15 25.03 2.00% 432.50 432,00 RCP 62B DI8 CGE 6 439.a3 2 43% 433.00 4360 RCP 64B DI8 CGE 8 442.835:/ 64A 15 25.25 1.17% 435.63 435.52 RCP 786 DI-3B CGE 12 448.83 78A 15 55.98 0.57% 441.50 441.18 RCP 78 DI-3B CGE 12 448.75 77 15 291.25 1.94% 441,08 435.43 RCP 76 DI-38 CGE 12 44283 75 18 131.63 0.87% 435.33 434,18 RCP 74 Oil CGE 6 440.58 73 18 %07 0.98% 434.08 433.50 RCP 72 Oil CGE 6 440.33 71 24 13T66 0.53% 432.83 432.10 RCP 70 Oil CGE 10 442.00 69 24 29.35 0.50% 432.00 431.85 RCP 68 MH CGE - 443.75 67 24 5.15 1.55% 431.75 431.67 RCP JOB NO. 182150 76B DI-30 CGE 12 443.00 78A 1$ 89.95 0.81% 436,00 435,43 RCP BOB DI3B CGE 6 440.58 SCALE - 1p-801 BOA 15 50,86 1.28% 43400 433.35 RCP 80 DISC OGE 6 440.33 79 15 55.75 0,57% 433.25 432.93 RCP SHEET NO. 23 f BOD Oil CGE 6 440s0 BOC 15 42,04 1.59% 436,00 435,33 RCP i INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet y a 0 � m w 0 _ N fTJ N C m m u ° cc m o mE nN m c m �+II o au u c O 0mo OI N iV J c x a > - ¢ U U O O a vi in H w0 m fn W :i ui a O u 8 3B 10.0 0.21 0.70 0.147 0.59 0.00 0.59 0.0491 0.0200 2.0 0.0833 4.1650 4.06 0.95 3.5192 0.1466 0.1593 7.40 1.35 1.00 0.59 0.00 8B 3B 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0491 0.0200 2.0 0.0833 4.1650 3.57 0.97 3.5192 0.1466 0.1622 6.35 1.26 1.00 0.42 0.00 10 3B 8.0 0.10 0.70 0.070 0.28 0.00 0.28 0.0491 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 5.30 1.51 1.00 0.28 0.00 10B 3B 8.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0372 0.0200 2.0 0.0833 4.1650 3.86 0.96 3.5192 0.1466 0.1608 6.04 1.33 1.00 0.45 0.00 12 3B 6.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0157 0.0200 2.0 0.0833 4.1650 4.43 0.92 3.5192 0.1466 0.1549 4.64 1.29 1.00 0.42 0.00 14 3B 6.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0157 0.0200 2.0 0.0833 4.1650 3.75 0.96 3.5192 0.1466 0.1608 3.77 1.59 1.00 0.27 0.00 16B 3B 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0075 0.0200 2.0 0.0833 4.1650 4.48 0.92 3.5192 0.1466 0.1549 3.23 1.86 1.00 0.30 0.00 18 3B 6.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0100 0.0200 2.0 0.0833 4.1650 4.82 0.90 3.5192 0.1466 0.1520 4.10 1.46 1.00 0.42 0.00 20 3B 8.0 0.32 0.50 0.160 0.64 0.00 0.64 0.0100 0.0200 2.0 0.0833 4.1650 5.64 0.85 3.5192 0.1466 0.1446 5.04 1.59 1.00 0.64 0.00 24 3B 6.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0100 0.0200 2.0 0.0833 4.1650 4.29 0.93 3.5192 0.1466 0.1564 3.54 1.70 1.00 0.31 0.00 268 3B 4.0 0.04 0.70 0.028 0.11 0.00 0.11 0.0165 0.0200 2.0 0.0833 4.1650 2.67 0.99 3.5192 0.1466 0.1652 2.60 1.54 1.00 0.11 0.00 28 3B 8.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0262 0.0200 2.0 0.0833 4.1650 3.91 0.95 3.5192 0.1466 0,1593 5.15 1.55 1.00 0.39 0.00 288 3B 6.0 0A0 0.75 0.075 0.30 0.00 0.30 0.0262 0.0200 2.0 0.0833 4.1650 3.54 0.97 3.5192 0.1466 0.1622 4.57 1.31 1.00 0.30 0.00 32 3B 8.0 0.08 0.75 0.060 0.24 0.00 0.24 0.0576 0.0200 2.0 0.0833 4.1650 2.81 0.99 3.5192 0.1466 0.1652 5.21 1.54 1.00 0.24 0.00 328 3B 1 8.0 0.10 0.75 1 0.075 0.30 0.00 1 0.30 0.0576 0.0200 2.0 0.0833 4.1650 3.06 0.99 3.5192 0.1466 0.1652 5.72 1.40 1.00 0.30 0.00 34 3B 4.0 0.05 0.75 0.038 0.15 0.00 0.15 0.0112 0.0200 2.0 0.0833 4.1650 3.21 0.98 3.5192 ..1466 0.1637 2.63 1.52 1.00 0.16 0.00 34B 3B 6.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0112 0.0200 2.0 0.0833 4.1650 4.96 0.88 3.6192 0.1466 0.1490 4.54 1.32 1.00 0.48 0.00 42 3B 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0200 0.0200 2.0 0.0833 4.1650 4.55 0.92 3.5192 0.1466 0.1549 5.41 1.48 1.00 0.51 0.00 42B 3B 8.0 0.19 0.70 0.133 0.53 0.00 0.53 0.0200 0.0200 2.0 0.0833 4.1650 4.62 0.91 3.5192 0.1466 0.1534 5.54 1.44 1.00 0.53 0.00 44 3B 6.0 0.05 0.75 0.038 0.15 0.00 0.15 0.0423 0.0200 2.0 0.0833 4.1650 2.50 0.99 3.5192 0.1466 0.1652 3.90 1.54 1.00 0.15 0.00 46 3B 10.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0673 0.0200 2.0 0.0833 4.1650 3.62 0.97 3.5192 0.1466 0.1622 7.57 1.32 1.00 0.51 0.00 46B 3B 1 10.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0673 0.0200 2.0 0.0833 4.1650 3.37 0.98 3.5192 0.1466 0.1637 6.94 1.44 1.00 0.42 0.00 48B 3B 10.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0843 0.0200 2.0 0.0833 4.1650 3.31 0.98 3.5192 0.1466 0.1637 7.65 1.31 1.00 0.45 0.00 50 3B 10.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0843 0.0200 2.0 0.0833 4.1650 3.23 0.98 3.5192 0.1466 0.1637 7.43 1 1.35 1.00 0.42 0.00 52B 3B 10.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0447 0.0200 2.0 0.0833 4.1650 3.91 0.95 3.5192 0.1466 0.1593 6.77 1.48 1.00 0.51 0.00 54 3B 10.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0447 0.0200 2.0 0.0833 4.1650 4.08 0.95 3.5192 0.1466 0.1593 7.10 1.41 1.00 0.57 0.00 62B 3B 6.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0200 0.0200 2.0 0.0833 4.1650 3.86 0.96 3.5192 0.1466 0.1608 4.41 1.36 1.00 0.33 0.00 64B 3B 8.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0434 0.0200 2.0 0.0833 4.1650 3.75 0.96 3.5192 0.1466 0.1608 6.33 1.26 1.00 0.45 0.00 66 3B 10.0 0.32 0.75 0.240 0.96 0.00 0.96 0.0200 0.0200 2.0 0,0833 4.1650 5.77 0.84 3.5192 0.1466 0,1432 7.40 1.35 1.00 0.96 0.00 66D 3B 6.0 0.04 0.75 0.030 0.12 0.00 0.12 0.0468 0.0200 2.0 0.0833 4.1650 2.25 1.00 3.5192 0.1466 0.1666 3.64 1.65 1.00 0.12 0.00 70 3B 10.0 0.33 0.60 0.198 0.79 0.00 0.79 0.0242 0.0200 2.0 0.0833 4.1650 5.18 0.88 3.5192 0.1466 0.1490 7.05 1.42 1.00 0.79 0.00 74 3B 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0100 0.0200 2.0 0.0833 4.1650 4.55 0.92 3.5192 0.1466 0,1549 3.80 1.58 1.00 0.36 0.00 76 3B 12.0 0.64 0.50 0.320 1.28 0.00 1.28 0.0238 0.0200 2.0 0.0833 4.1650 6.22 0.80 3.5192 0.1466 0.1373 9.02 1.33 1.00 1.28 0.00 76B 3B 12.0 0.38 0.65 0.247 0.99 0.00 0.99 0.0238 0.0200 2.0 0.0833 4.1650 5.64 0.84 3.5192 0.1466 0.1432 7.89 1.52 1.00 0.99 0.00 78 3B 12.0 0.70 0.50 0.350 1.40 0.00 1.40 0.0110 0.0200 2.0 0.0833 4.1650 7.43 0.72 3.5192 0.1466 0.1256 7.84 1.53 1.00 1.40 0.00 78B 3B 10.0 0.36 0.65 0.234 0.94 0.00 0.94 1 0.0110 1 0.0200 1 2.0 0.0833 4.1650 6.39 0.78 3.5192 1 0.1466 0.1344 6.36 1.57 1.00 0.94 0.00 80B 32 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0092 0.0200 2.0 0.0833 4.1650 4.62 0.90 3.5192 0.1466 0.1520 3.75 1.60 1.00 0.36 0.00 80D 3B 6.0 0.15 0.70 0.105 1 0.42 0.00 0.42 1 0.0079 1 0.0200 1 2.0 0.0833 4.1650 5.03 0.88 3.5192 0.1466 0.1490 3.86 1.55 1 1.00 1 0.42 1 0.001 1 -for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � 2 � y n 2 a a 0 m w w 0 C 0 m $ O U s = a v = _ N N = d O m 0 .+.. V o o c 0 0 m 3 Y a a = T VI ... O W _ O N W N N C N % W 3 p Y N % O y O' O O Q c° a C!, N di E 0- > - ¢ cS O C'1 C7 a US 3 rA H w' ni fn Q% ui a a 8 3B 10.0 0.21 0.70 0.147 0.96 0.00 0.96 0.0491 0.0200 2.0 0.0833 4.1650 4.86 0.88 3.5192 0.1466 0.1490 9.44 1.06 1.00 0.96 0.00 8B 3B 8.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0491 0.0200 2.0 0.0833 4.1650 4.29 0.93 3.5192 0.1466 0.1564 7.96 1.00 1.00 0.68 0.00 10 3B 8.0 0.10 0.70 0.070 0.46 0.00 0.46 0.0491 0.0200 2.0 0.0833 4.1650 3.68 0.97 3.5192 0.1466 0.1622 6.57 1.22 1.00 0.46 0.00 10B 3B 8.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0372 0.0200 2.0 0.0833 4.1650 4.63 0.90 3.5192 0.1466 0.1520 7.66 1.04 1.00 0.73 0.00 12 3B 6.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0157 0.0200 2.0 0.0833 4.1650 5.31 0.87 3.5192 0.1466 0.1476 5.85 1.02 1.00 0.68 0.00 14 3B 6.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0157 0.0200 2.0 0.0833 4.1650 4.50 0.92 3.5192 0.1466 0.1549 4.72 1.27 1.00 0.44 0.00 16B 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0075 0.0200 2.0 0.0833 4.1650 5.38 0.87 3.5192 0.1466 0.1476 4.07 1.47 1.00 0.49 0.00 18 3B 6.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0100 1 0.0200 1 2.0 0.0833 1 4.1650 5.78 0.84 1 3.5192 0.1466 0.1432 1 5.21 1 1.15 1.00 1 0.68 0.00 20 3B 8.0 0.32 0.50 0.160 1.04 0.00 1.04 0.0100 0.0200 2.0 0.0833 4.1650 6.77 0.77 3.5192 0.1466 0.1329 6.50 1.23 1.00 1.04 0.00 24 3B 6.0 0.11 0.70 0.077 0.50 0.00 0.50 0.0100 0.0200 2.0 0.0833 4.1650 5.14 0.88 3.5192 0.1466 0.1490 4.46 1.34 1.00 0.50 0.00 26B 3B 4.0 0.04 0.70 0.028 0.18 0.00 0.18 0.0165 0.0200 2.0 0.0833 4.1650 3.20 0.98 3.5192 0.1466 0.1637 3.21 1.25 1.00 0.18 0.00 28 3B 8.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0262 0.0200 2.0 0.0833 4.1650 4.69 0.90 3.5192 0.1466 0.1520 6.50 1.23 1.00 0.63 0.00 28B 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0262 0.0200 2.0 0.0833 4.1650 4.25 0.93 3.5192 0.1466 0.1564 5.72 1.05 1.00 0.49 0.00 32 3B 8.0 0.08 0.75 0.060 0.39 0.00 0.39 0.0576 0.0200 2.0 0.0833 4.1650 3.37 0.97 3.5192 0.1466 0.1622 6.46 1.24 1.00 0.39 0.00 32B 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0576 0.0200 2.0 0.0833 4.1650 3.67 0.98 3.5192 0.1466 0.1637 7.05 1.13 1.00 0.49 0.00 34 3B 4.0 0.05 0.75 0.038 0.24 0.00 0.24 0.0112 0.0200 2.0 0.0833 4.1650 3.85 0.95 3.5192 0.1466 0.1593 3.28 1.22 1.00 0.24 0.00 34B 3B 6.0 0.15 0.80 1 0.120 0.78 0.00 0.78 0.0112 0.0200 2.0 0.0833 4.1650 5.95 0.83 3.5192 0.1466 0.1417 5.73 1.05 1.00 0.78 0.00 42 3B 8.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0200 0.0200 2.0 0.0833 4.1650 5.46 0.86 3.5192 0.1466 0.1461 6.87 1.16 1.00 0.83 0.00 42B 3B 8.0 0.19 0.70 0.133 0.86 0.00 0.86 0.0200 0.0200 2.0 0.0833 4.1650 5.54 0.85 3.5192 0.1466 0.1446 7.04 1.14 1.00 0.86 0.00 44 3B 6.0 0.05 0.75 0.038 0.24 0.00 0.24 0.0423 0.0200 2.0 0.0833 4.1650 3.00 0.99 3.5192 0.1466 0.1652 4.78 1.26 1.00 0.24 0.00 46 3B 10.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0673 0.0200 2.0 0.0833 4.1650 4.35 0.93 3.5192 0.1466 0.1564 9.49 1.05 1.00 0.83 0.00 46B 3B 10.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0673 0.0200 2.0 0.0833 4.1650 4.04 0.95 3.5192 0.1466 0.1593 8.65 1.16 1.00 0.68 0.00 48B 3B 10.0 0.15 0.75 0,113 0.73 0.00 0.73 0.0843 1 0.0200 2.0 0,0833 1 4.1650 3.98 0.95 3.5192 0.1466 0,1593 9.53 1.05 1.00 1 0.73 1 0.00 50 3B 10.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0843 0.0200 2.0 0.0833 4.1650 3.87 0.95 1 3.5192 1 0.1466 0.1593 9.26 1 1.08 1.00 0.68 0.00 52B 3B 10.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0447 0.0200 2.0 0.0833 4.1650 4.69 0.90 3.5192 0.1466 0.1520 8.54 1.17 1.00 0.83 0.00 54 3B 10.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0447 0.0200 2.0 0.0833 4.1650 4.89 0.89 3.5192 0.1466 0.1505 9.00 1.11 1.00 0.93 0.00 62B 3B 6.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0200 0.0200 2.0 0.0833 4.1650 4.64 0.90 3.5192 0.1466 0.1520 5.59 1.07 1.00 0.54 0.00 64B 3B 8.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0434 0.0200 2.0 0.0833 4.1650 4.50 0.91 3.5192 0.1466 0.1534 7.99 1.00 1.00 0.73 0.00 66 3B 10.0 0.32 0.75 0.240 1.56 0.00 1.56 0.0200 0.0200 2.0 0.0833 4.1650 6.92 0.75 3.5192 0.1466 0.1300 9.61 1.04 1.00 1.56 0.00 66D 3B 6.0 0.04 0.75 0.030 0.20 0.00 0.20 0.0468 0.0200 2.0 0.0833 4.1650 2.70 0.99 3.5192 0.1466 0.1652 4.49 1.34 1.00 0.20 0.00 70 3B 10.0 0.33 0.60 0.198 1.29 0.00 1.29 0.0242 0.0200 2.0 0.0833 4.1650 6.21 0.80 3.5192 0.1466 0.1373 9.09 1.10 1.00 1.29 0.00 74 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0100 0.0200 2.0 0.0833 4.1650 5.45 0.86 3.5192 0.1466 0.1461 4.82 1.24 1.00 0.59 0.00 76 3B 12.0 0.64 0.50 0.320 2.08 0.00 2.08 0.0238 0.0200 2.0 0.0833 4.1650 7.46 0.72 3.5192 0.1466 0.1256 11.67 1.03 1.00 2.08 0.00 76B 3B 12.0 0.38 0.65 0.247 1.61 0.00 1.61 0.0238 0.0200 2.0 0.0833 4.1650 6.77 0.77 3.5192 0.1466 0.1329 10.12 1.19 1.00 1.61 0.00 78 3B 12.0 0.70 0.50 0.350 2.28 0.00 2.28 0.0110 0.0200 2.0 0.0833 4.1650 8.92 0.62 3.5192 0.1466 0.1109 10.36 1.16 1.00 2.28 0.00 788 3B 10.0 0.36 0.65 0.234 1.52 0.00 1.52 0.0110 0.0200 2.0 0.0833 4.1650 7.67 0.70 3.5192 0.1466 0.1226 8.23 1.21 1.00 1.52 0.00 80B 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0092 0.0200 2.0 0.0833 4.1650 5.54 0.85 3.5192 0.1466 0.1446 4.73 1.27 1.00 0.59 0.00 80D 3B 6.0 0.15 0.70 0.105 0.68 0.00 0.68 0.0079 0.0200 2.0 0.0833 4.1650 6.04 0.81 3.5192 0.1466 0.1388 4.94 1.21 1.00 0.68 0.00 for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 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) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 00 N 9 u7 ry -a co V � O v C Vl O O O N � o c .o c u L w o 3 v d a m m E O U O N V O' 9 C O L l0 O W O Q .G _ 01 N O 0 N a > J Q U U c7 O left 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 right 0.10 0.75 0.075 0.30 0.00 0,30 0,0010 0.0200 2.0 0.0200 1.0000 6.54 22 3C 6.0 combined flow 0.5 0.07 1 0,163 3.73 left 0.24 1 0.75 0.180 0.72 1 0.00 0.72 0.0010 0.0200 2.0 0.0200 1.0000 9.08 right 1 0.25 1 0.75 10.1881 0.75 1 0.00 0.75 0.0010 0.0200 2.0 0.0200 1.0000 9.22 30 3C 10.0 combined flow 1.5 0.13 1 0.284 6.51 left 1 0.12 0.85 1 0.102 0.41 0.00 0.41 0.0010 0.0200 2.0 0.0833 4,1650 7.34 right 1 0.12 0.85 10,1021 0.41 1 0.00 0.41 0.0010 0.0200 2.0 0,0833 4.1650 7.34 40 3C 8.0 combined flow 0.8 0.10 0.213 4.89 left 1 0.25 1 0.55 10.1381 0.55 1 0.00 0.55 0.00W 0.0200 2.0 0.0833 4.1650 8.21 right 1 0.22 1 0.55 10.121 1 0.48 1 0.00 0.48 0.0010 0.0200 2.0 0.0833 4.1650 7.82 58 3C 10.0 combined flow 1.0 0.10 0.225 5.15 left 1 0.10 1 0.75 10.0751 0.30 1 0.00 0.30 0.0010 0.0200 2.0 0.0833 4.1650 6.54 right 1 0.09 1 0.75 10,0681 0.27 1 0.00 0.27 0.0010 0.0200 2.0 0.0833 4.1650 6.29 60 F 3C 6.0 combined flow 0.6 0.09 0.191 4.37 left 0.06 0.60 0.036 1 0.14 1 0.00 0.14 0.0010 0.0200 2.0 0.0833 4.1650 4.97 right 0.14 0.60 0.084 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.82 62 3C 6.0 combined flow 0.5 0.08 0.170 3.89 left 0.07 0.65 0.046 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1650 5.42 right 1 0.15 10.65 10.0981 0.39 1 0.00 0.39 1 0.0010 0.0200 2.0 0.0833 4.1650 7.21 66B 3C 8.0 combined flow 0.6 0.08 0.168 3.86 left 1 0.06 10.75 0.045 0.18 0.00 0.18 0.0010 1 0.0200 2.0 1 0.0833 4.1650 5.40 right 1 0.07 10.75 10.0531 0.21 1 0.00 0.21 0.0010 1 0.0200 2.0 1 0.0833 4.1650 1 5.72 72 3C 6.0 combined flow 0.4 0.07 0.148 3.39 left 1 0.05 10.75 10.0381 0.15 0.00 0.15 0.0010 0.0200 2.0 1 0.0833 4.1650 5.04 right 1 0.05 10.75 10.0381 0.15 1 0.00 0.15 0.0010 0.0200 2.0 1 0.0833 1 4.1650 1 5.04 80 3C 1 6.0 1 combinedflowl 0.3 1 0.06 1 0.124 1 2.85 " gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check stone will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by ovedand flow. Pipes have been sized to include ovedand flow as well as yard inlet and roof drain drainage areas 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) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet x x a x � rn Lo U U 00 C = C C O U 0 C N L 2 0 N t N V y U N t C U ''C 00 U O 0 U a 2 t N ma 0 O m � 0 x c = rn rn U) m o V c c m U d L a >> ¢ v d d ro in i� rn rn r "d o left 1 0.05 10.76 10.038 1 0.24 1 0.00 0.24 0.0010 1 0.0200 2.0 0.0833 4.1650 6.05 right 1 0.10 10.75 10.075 1 0.49 1 0.00 0.49 0.0010 1 0.0200 1 2.0 1 0.0833 4.1650 7.84 22 3C 6.0 combined flow 0.7 0.10 1 0.225 1 5.16 left 0.24 0.75 0.180 1.17 0.00 1.17 0.0010 0.0200 2.0 0.0833 4.1650 10.89 right 0.25 0.75 0.188 1 1.22 1 0.00 1.22 0.0010 0.0200 2.0 0.0833 4.1650 11.06 30 F3C 10.0 combined flow 2.4 0.18 0.393 9.00 left 0.12 0.85 0.102 0.66 0.00 0.66 0.0010 0.0200 2.0 0.0833 4.1650 8.80 right 0.12 0.85 0.102 0. as 0.00 0.66 0.0010 0.0200 2.0 0.0833 4.1650 8.80 40 3c 8.0 combined flow 1.3 0.14 0.295 6.76 left 0.25 10.55 10.138 0.89 0.00 0.89 0.0010 0.0200 2.0 0.0833 4.1650 9.85 right 0.22 10.55 10.121 0.79 0.00 0.79 0.0010 0.0200 2.0 0.0833 4.1650 9.39 58 3C 10.0 combined flow 1.7 0.14 0.311 7.12 left 0.10 0.75 0.075 0.49 1 0.00 0.49 0.0010 0.0200 2.0 0.0833 4.1650 7.84 right 1 0.09 1 0.75 10.0681 0.44 1 0.00 0.44 0.0010 0,0200 2.0 1 0.0833 4.1650 7.54 60 3C 6.0 combined flow 0.9 0.12 0.263 6.04 left 1 0.06 1 0.60 10.0361 0.23 1 0.00 0.23 0.0010 0.0200 2.0 0.0833 4.1650 5.96 right 1 0.14 1 0.60 10.0841 0.55 1 0.00 0.55 0.0010 0.0200 2.0 0.0833 4.1650 8.18 62 3C 6.0 conbined flow 0.8 0.11 0.235 5.38 left 0.07 0.65 0.046 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0833 4.1650 6.50 right 0.15 1 0.65 10.0981 0.63 1 0.00 0.63 0.0010 0.0200 2.0 0.0833 4.1650 8.66 66B 3C 8.0 combined flow 0.9 0.11 0.233 5.33 left 1 0.06 1 0.75 10.0451 0.29 1 0.00 0.29 0.0010 0.0200 2.0 0.0833 4.1650 6.48 right 1 0.07 1 0.75 10.0531 0.34 1 0.00 0.34 0.0010 0.0200 2.0 1 0.0833 4.1650 6.86 72 3C 6.0 combined flow 0.6 0.09 0.205 4.69 left 0.05 1 0.75 10.038 1 0.24 1 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.05 right 1 0.05 1 0.75 10.038 1 0.24 1 0.00 0.24 0.0010 0.0200 2.0 1 0.0833 4.1650 6.05 80 73C 6.0 combined flow 0.5 0.08 0.172 3.94 * gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by ovedand flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. STRUCTURE DRAINACE D (IN) FLOW TYPE r�+77 n TH 0 l,.T �C r� 0 0SCOTT R. LLINS'Z U Lic. No. 035791 ,', 16Po 6/24/204 w ��SS10NAL INLET TYPE AREA (FT 2) PERIMETER MT) A (ACRES) C I (INMR) Q (CFS) YD-1 12" Nyloplast Yard Wet 0.43 11.19 0.08 0.60 4.00 0.192 0.38 WEIR FLOW YD-1 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 6.50 0.312 0.53 WEIRFLOW YD-1 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0,08 0,60 4.00 0.192 0.61 WEIR FLOW YD-1 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.08 0.60 6.50 0.312 0.87 WEIRFLOW YD-IA 12" Nyloplast Yazd Inlet 0.43 11.19 0.04 0.60 4.00 0.096 0.24 WEIR FLOW YD-IA 12" Nyloplast Yazd Inlet 0.43 11.19 0.04 0.60 6.50 0.156 0.33 WEIR FLOW YD-IA 12" Nyloplast Yard Net -500/n. clogged 0.22 5.60 0.04 0.60 4.00 0.096 0.38 WEIRFLOW YD-IA 12" Nyloplast Yard Inlet-50%clogged 0.22 5.60 0.04 0,60 6.50 0.156 0.53 WEIRFLOW �l ` O V 1 W Z O a U w O Z rn Lu -i ul Q I-- ZLu Z g 2: O U ~O o > Z U uj < co Q a O w > uj YD-1B 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0,50 4.00 0.120 0.28 WEIR FLOW YD-1B 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0.50 6.50 0.195 0.39 WEIR FLOW YD-113 12" Nyloplast Yard Inlet - 500/u clogged 0.22 5.60 0.06 0.50 4.00 0.120 0.45 WEIR FLOW YD-1B 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 1 0.06 0.50 6.50 0.195 0.62 WEIRFLOW YD-2 12" Nyloplast Yard Inlet 0.43 11 A 9 0.07 0,50 400 0.140 0.31 WEIR FLOW YD-2 12" Nyloplast Yard Inlet 0.43 11.19 0.07 0.50 6.50 0.228 0.43 WEIR FLOW YD-2 12" Nyloplast Yard Net -50%clogged 0.22 5.60 0.07 0.50 4.00 0.140 0.49 WEIR FLOW YD-2 12" Nyloplast Yard Inlet - 50"/o clogged 0.22 5.60 0.07 0.50 6.50 0.228 0.68 WEIRFLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.05 0.60 4.00 0.120 0.28 WEIRFLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.05 0.60 6.50 0.195 0.39 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet - 500/u clogged 0.22 5.60 0.05 0.60 4.00 0.120 0.45 WEIRFLOW YD-2A 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.05 0,60 6.50 0.195 0.62 WEIRFLOW YD-2B 12" Nyloplast Yard Wet 0.43 11.19 0.05 0.60 4.00 0.120 0.28 WEIR FLOW YD-2B 12" Nyloplast Yazd Inlet 0,43 11.19 0.05 0.60 6.50 0.195 0.39 WEIRFLOW YD-213 12" Nyloplast Yard Inlet -50"/o clogged 0.22 5.60 0.05 0.60 4.00 0.120 0.45 WEIRFLOW YD-213 12" Nyloplast Yard Inlet - 500/n clogged 0.22 5.60 0.05 0.60 6.50 0.195 0.62 WEIRFLOW YD-3 12" Nyloplast Yard Wet 0.43 11.19 0.03 0.90 4.00 0,108 0.26 WEIR FLOW YD-3 12" Nyloplast Yard Wet 0.43 11.19 0.03 0,90 6.50 0,176 0.36 WEIR FLOW YD-3 12" Nyloplast Yard Inlet - 500/6 clogged 0.22 5.60 0,03 0.90 4.00 0.108 0.42 WEIR FLOW YD-3 12" Nyloplast Yazd Inlet - 500% clogged 0.22 5.60 0.03 0.90 6.50 0.176 0.57 WEIRFLOW YD-3A 12" Nyloplast Yazd Inlet 0.43 11.19 0.08 0,60 4.00 0,192 0.38 WEIR FLOW YD-3A 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 6.50 0.312 0.53 WEIRFLOW YD-3 A 12" Nyloplast Yard Inlet - 500/" clogged 0.22 5.60 0.08 0.60 4.00 0,192 0.61 WEIR FLOW YD-3A 12"Nyloplast Yard Wet -50%clogged 0.22 5.60 0.08 0.60 6.50 0,312 0.87 WEIRFLOW YD-3B 12"Nyloplast Yard lnlet 0.43 11.19 0.09 0.50 1 4.00 0.180 0.37 WEIRFLOW YD-313 12" NyloplastYazd Wet 0.43 11.19 0.09 0.50 6.50 0.293 1 0.51 WEIRFLOW YD-313 1 12"Nyloplast Yazd Met -50%clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIRFLOW YD-3B 12"N to last Yard Wet -50%clogged 0.22 5.60 0.09 0.50 6.50 0.293 0.81 WEIRFLOW w Q CD o N v C3 0 N N YD-3C 12" Nyloplast Yard Inlet 0.43 11.19 0.13 0.50 4.00 0.260 0.47 WEIR FLOW YD-3C 12" Nyloplast Yard Inlet 0.43 11.19 0.13 0.50 6.50 0.423 0.65 WEIR FLOW YD-3C 12"Nyloplast Yard Wet -50%clogged 0.22 5.60 0.13 0.50 4.00 0.260 0.75 WEIR FLOW YD-3C 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.13 0.50 6.50 0,423 1.60 WEIRFLOW YD-4 1 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.40 4.00 0.192 0.38 WEIR FLOW YD-4 12" Nyloplast Yard Inlet 0.43 11,19 0.12 040 6.50 0.312 0.53 WEIRFLOW L9 0') T- M C10 0-3 N co r N C) C\ N Q j w J J (/) W 0 L9 J Q Z U I i w w w n I-r- �Qry V CD N O j 1..1 Q O T-j Mom/ �/ O ` T ULU / ` v O M 1 r r J J Y O O L.L ./�� W II-- w p CL U) Z O J UJ Q U Z � Q H F w u) YD-4 12"Nyloplast Yard Wet -50%clogged 0.22 5.60 0.12 0.40 4.00 0.192 0.61 WEIRFLOW YD-4 12"Nyloplast Yard Net -5(rclogged 0.22 5.60 0.12 0.40 6.50 0.312 0.87 WEIRFLOW YD-4A 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0.40 4.00 0.096 0.24 WEIRFLOW YD-4A 12" Nyloplast Yazd Inlet 0.43 11.19 0.06 0.40 6.50 0.156 0.33 WEIRFLOW YD-4A 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0,06 1 0.40 4.00 0.096 0.38 WEIRFLOW YD-4A 1 12"Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.06 0.40 6.50 0.156 0.53 WEIR FLOW YD-4B 12" Nyloplast Yard Inlet 0.43 1139 0.14 0.40 4.00 0.224 0.43 WEIRFLOW YD-4B 12" Nyloplast Yard Inlet 0.43 11A9 0.14 0.40 6.50 0.364 1 0.59 WEIR FLOW YD-4B 12" Nyloplast Yard Wet-50%clogged 0.22 5.60 0.14 0,40 4.00 0.224 0.68 WEIRFLOW YD-4B 12"Nyto last Yard Met -50"/o. clogged 0.22 5.60 0.14 0.40 6.50 0,364 1.19 WEIRFLOW YD-4C 12" Nyloplast Yazd Inlet 0.43 11.19 1 0.06 0.50 4.00 0,120 0.24 WEIR FLOW YD-4C 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0.50 6.50 0.195 0.33 WEIRFLOW YD-4C 12"Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.06 1 0.50 4.00 0,120 0.38 WEIRFLOW YD-4C 12"Nyloplast Yard Wet -50%clogged 0.22 5.60 0.06 0.50 6.50 0.195 0.53 WEIRFLOW YD-5A 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0,40 4.00 0.160 0.43 WEIR FLOW YD-5A 12" Nyloplast Yard Wet 0.43 11.19 0.10 0.40 1 6.50 0.260 1 0.59 WEIR FLOW YD-5A 12" Nyloplast Yard Inlet -50"/o clogged 0.22 5.60 0.10 0.40 4.00 0,160 0.68 WEIR FLOW YD-5A 12"Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.10 0.40 6.50 0.260 1.19 WEIR FLOW YD-5B 12" Nyloplast Yard Inlet 0.43 11.19 0.15 0.50 4.00 0.300 0.28 WEIR FLOW YD-5B 12" Nyloplast Yazd Inlet 0.43 11.19 0.15 0,50 6.50 0.488 0.39 WEIRFLOW YD-5B 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.15 0.50 4.00 0.300 0.45 WEIR FLOW YD-5B 12"Nyloplast Yazd Wet -50%clogged 0.22 5.60 0.15 0.50 6.50 0.488 0.62 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.60 4.00 0.264 0.34 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.43 11.19 0.11 1 0.60 6.50 0.429 1 0.47 WEIR FLOW YD-6 12" Nyloplast Yard Wet - 50% clogged 0.22 5.60 0.11 0.60 4.00 0.264 0.54 WEIR FLOW YD-6 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.11 0,60 6.50 0,429 0.75 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.30 4.00 0.132 0.52 WEIRFLOW YD-6A 12" Nyloplast Yazd Wet 0.43 11.19 0.11 0.30 6.50 0.215 0.71 WEIR FLOW YD-6A 12" Nyloplast Yard Wet-50%clogged 0.22 5.60 0.11 0.30 4.00 0.132 0.82 WEIR FLOW YD-6A 12" Nyloplast Yard Net -50%clogged 0.22 5.60 0.11 0.30 6.50 0.215 2.13 WEIR FLOW YD-6B 12" Nyloplast Yard Inlet 0.43 11.19 0.15 0.50 4.00 0.300 0.47 WEIR FLOW YD-6B 12" Nyloplast Yard Inlet 0.43 11.19 0.15 0.50 6.50 0.488 0.66 WEIRFLOW YD-6B 12" Nyloplast Yazd Wet -50%clogged 0.22 5.60 0.15 0.50 4.00 0.300 0.75 WEIR FLOW YD-6B 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.15 0,50 6.50 0.488 1.65 WEIR FLOW YD-6D 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 4.00 0.180 0.30 WEIR FLOW YD-61) 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 6.50 0.293 0.41 WEIR FLOW YD-61) 12" Nyloplast Yard Wet - 500/u clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.47 WEIR FLOW YD-61) 12" Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.09 0,50 6.50 0.293 0.66 WEIRFLOW YD-6E 12"Nyloplast Yard Inlet 0.43 11.19 0.11 0,60 4.00 0.264 0.52 WEIRFLOW YD-6E 12" Nyloplast Yard. Inlet 0.43 1 11,19 0.11 1 0.60 6.50 0.429 0.71 WEIR FLOW YD-6E 12" Nyloplast Yard Wet - 500/6 clogged 0.22 5.60 0.11 0.60 4.00 0.264 0.82 WEIR FLOW YD-6E 12" Nyloplast Yard Wet - 500/u clogged 0.22 5.60 0.11 0.60 6.50 0.429 2.13 WEIR FLOW YD-617 12" Nyloplast Yard Wet 0.43 11.19 0.04 0.60 4.00 0.096 0.37 WEIR FLOW YD-617 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0,60 6.50 0.156 0.51 WEIR FLOW YD-617 12" Nyloplast Yard Met -50%clogged 0.22 5.60 0.04 0.60 4.00 0.096 0.58 WEIRFLOW YD-6F 12" Nyloplast Yard Met -50%clogged 0.22 5.60 0.04 0.60 6.50 0,156 0.81 WEIR FLOW YD-7A 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.70 4.00 0.112 0.47 WEIRFLOW YD-7A 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.70 6.50 0.182 0.66 WEIRFLOW YD-7A 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.04 0.70 4.00 0.112 0.75 WEIRFLOW YD-7A 12" Nyloplast Yard Wet-50%clogged 0.22 5.60 0.04 0.70 6.50 0.182 1.65 WEIRFLOW YD-7C 12" Nyloplast Yard Inlet 0.43 I L 19 0.06 0.70 4.00 0.168 0.24 WEIRFLOW YD-7C 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0.70 6.50 0.273 0.33 WEIR FLOW YD-7C 12" Nyloplast Yard Wet -50%clogged 0.22 1 5.60 0.06 1 0.70 4.00 1 0.168 1 0.38 WEIR FLOW YD-7C 12" Nyloplast Yard Met -50%clogged 0.22 1 5.60 0.06 0.70 6.50 0.273 0.53 WEIR FLOW YD-7D 12" Nyloplast Yard Wet 0.43 11.19 0.04 0.60 4.00 0.096 0.27 WEIR FLOW YD-7D 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0,60 6.50 0.156 0.37 WEIR FLOW YD-7D 12" Nyloplast Yard Wet - 50% clogged 0.22 5.60 0.04 0.60 4.00 0.096 0.43 WEIR FLOW YD-71) 12" Nyloplast Yard Met -50%clogged 0.22 5.60 0.04 0.60 6.50 0.156 0.59 WEIR FLOW JOB NO. 182150 YD-8 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0.70 4.00 0.168 0.35 WEIR FLOW YD-8 12" Nyloplast Yard Wet 0.43 11.19 0.06 0,70 6.50 0273 0.49 WEIRFLOW YD-8 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.06 0.70 4.00 0.168 0.56 WEIRFLOW SCALE N/A YD-8 12" Nyloplast Yard Met -50%clogged 0.22 5.60 0.06 0.70 6.50 0.273 0.77 WEIRFLOW YD-8A 12" Nyloplast Yard Inlet 0.43 11.19 0.03 0.70 4.00 0.084 0.24 WEIR FLOW SHEET NO. 24 YD-8A 12" Nyloplast Yazd Inlet 0.43 11.19 0.03 0.70 6.50 0.137 0.33 WEIR FLOW YD-8A 12" Nyloplast Yard Wet - 500/u clogged 0.22 5.60 0.03 0.70 4.00 0.084 0.38 WEIR FLOW YD-8A 12" Nyloplast Yard Wet -50%clogged 1 0.22 5.60 0.03 0.70 6.50 0.137 0.53 WEIRFLOW Design Storm Year 10 r�'�TT Design Year: 10 Project: BmokbM Blocks 9, 10, & 11 Job N: 192150 Prepared by: AMI, PE .. t�� � H Q fy r O C, SCOTT R. LLINS'Z U Lic. No. 035791 ° 10/13/20 �4 IONAL w Z Z w Vl Z J U O c N ° Z Z W W o U CM U OV H O (ail z j w V¢ ,ww O y� C6 a V/ ~ O ~ Z z Z m 0 In 0 s w O U O O � Lu Z J W Ce J O O a � w _ (n � Z. W 17 Lu z w m c m a > auj o a�a N 0 W Ce Lu 0 ci+ C d c 2 N N N N U W O O O N n V 00m-i c 0 rn v Design Storm Year= 10 A� ° 1 _ � ZM z M Q rn N ° o s M 3 v ° 0 I 0 a N O ° W o N ° Q W o c Z s J_ Z o O� w o g l� o J 3 Z ` U .c w U w 0 W I Q Y z U W U cl/ LL T VJ M c W ° Z Z w z J w W w Z z Z u w l /� ^ N k/ J Z J J U_ nw/ ° LL O N Qrn O a O a O W ® N s U W ° F- O � c O w w a JOB NO. 182150 0 N y SCALE ° N/A° SHEET NO. a 25 POINT' DOWNSTREAM DRAIN RUNOFF CA EVLEl' RAW RUNOFF IN Iry UJ N STRUCTURE AREA COEFF. TIME FAIL Q VERT ELEVATIONS ELEVATIONS LINGFH SLOPE DlA CAPA- CITY VE[. FLOW TIME INCR FA ACRES C MIN MIN C.F.S. UPPER LOWER FEEL' FT✓FT. Ir 111 1 1 111 1 I I 1 1111 111 1 11 1 • 1 1111 11 1 11 465 / \ XISTING GRADE (TYP.) 465 / / / 460 SIGHTLINE(TYP. 46o 455 335, 455 O\5 PLACE / / PROPOSED GRADE (TYP.) --SIG7Y 450 450 HT. OF \ OBJ=3.5' 445 445 \ HT. OF OBJ=3.5' 440 440 \ UTURE ROAD GRADE 435 435 PROPOSED END OF ROAD CONSTRUCTION GRADE TIE-IN \ 430 \ 430 425 425 FLORA LANE (EAST) & ARCHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE 420 420 N N O N L9 ko ID m 1" m l0 N O M .t ~ 't I� 00 .t ID 'tVl 't N I N H m n ~ N In m ri O -t O L!1 S H m d N N d In m �Y �.t m M + n 'i N 00 m n It N .t .t .t d S 0+00 o+So 1+00 i+So 2+00 2+50 3+00 3+50 4+00 4+So 5+00 S+50 6+oo 6+50 7+00 VERTICAL GRAPHIC SCALE 5. 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 20( ( IN FEET ) 1 inch — 50 ft. 485 485 48o / 48o 475 / EXISTING GRADE (TYP.) \ 475 / / / 470 470 / 465 SIGHT LINE (TYP. 465 SIGHT DISTANCE=157 - - --- HT. OF / SIGHT DISTANCE=28o' - - - --- -- - HT. OF OBJ=3.5' 46o --------- EYE=3.S' 460 HT. OF OBJ=3.5' \-PROPOSED GRADE (TYP.) 455 455 m ro° n Dco O 0 O1 iD cn M -.t d m m �^ In ^ w I^ 00 100 W 00 00 lD 1p 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 FLORA LANE & KOCH COURT INTERSECTION SIGHT DISTANCE PROFILE 465 EU TIS A ENUE & A CHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE 460 JHT OF 45S OBJ=3. 450 SIGHT LINE (TYP.)-\ 445 HT. OF - - - - - SIGHT D STANCE=335' OBJ=3.S' - - - - HT. OF 1 EYE=3.5' 440 L PROPOSED GRADE (TYP.) 435 430 \ / XISTING GRADE (TYP.) 425 �} pl 00 n M �t N I� _zr O 00 00 M O N e1 ^ ',� l0 ei M ^ N M co M M M 00 N M N I� •i H O O O lD O N O 00 ry l0 S 't 6 w 00 M •i 00 It M't N d O It O d H d H d N d N I M S 't 't m k W It .t `t .t .t .t It .t S S .t S 3 .t •It 'tt 465 46o 455 450 445 440 435 430 425 0+00 0+50 1+00 i+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 475 475 1 470 1 465 ' • • 1 455 1 450 445 HT. O OBJ=3., 440 TURE ROAD GR 435 1 430 i i i i i / f/ ED END OF ROAD UCTION GRADE TIE-IN EXISTING GRADE (TYP.) I / SIGHT LINE (TYP.) \ / HT. OF \ \ EYE=3.5' \ \ i O/S'ANCF, \ IT. OF PROPOSED GRADE (TYP 470 46S 46o 4S5 450 445 440 435 430 G� SCOTT R. LINS� Lic. No. 035791,' p 6/24/20 tv� z 0 E J k z CO 0 w o L ¢ N o � � F L L �W/ li r FLORA L NE (WEST) & AR HER VEN E INT RSE TION IGHT DIST NCE I ROFI E 4�5 4�5 ry o m lD .�l It 00 w m M N m „1 N N a� coON O I. 1l O 00 m Ln �t m m � m O m d m N 6 M M 't lMl1 ~ In M 1p 6 O^ ^ m � 't n 6 l0 M lD O c6 m It s a It a s a't a a a a a It a a s a s It 0+00 0+50 1+00 i+5o 2+00 2+So 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 6+50 7+00 0 v, ti z Q N J c Q N Q Ln WN O J N � � W > ° W J W L 5;V U z W < O ~ O LU J T� z \ � U V'') ^ l7 ' � Y Lu U z O ulc� O V m uw W W z �, ` W (j ~ = ~ z � J w ` O J Q o C) 0CD m uW u ~ w 0 Of v) JOB NO. 182150 SCALE 11' = 501 SHEET NO. 26 450 450 450 450 SIGHT LINE (TYP.) 445 SIGHT DIS_TA_NC_E=335' --- ------ 445 PROPOSED END OF ROAD / / i — HT. OF OBJ=3.5' CONSTRUCTION GRADE TIE-IN__\ HT. OF 440 i EYE=3.5' 440 i PROPOSED GRADE (TYP.) NCB/3� / 435 435 \GN�o��P ✓ i i i i i 430 430 / / \ HT. OF / OBJ=3.S' \ 425 ROAD GRADE 425 FUTURE / 420 /\--EXISTING GRADE (TYP.) 420 415 415 410 405 410 405 I O a0 N a0 O S O .t I -I Ol O 0) m n I\ w O L` �y ... M O l0 N �O n a0 W n O O M m 00 M M m .-I �t N �t M It M "t It �t M d' .t 3 M S 't M S M M It S M N 't It M N 1 0+00 0+50 1+00 1+50 2+00 2+So 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 6+So 7+00 FLORA LANE (NORTH) & EUSTIS AVENUE INTERSECTION SIGHT DISTANCE PROFILE 470 445 445 — — — — SIGHT DISTANCE=335' ----- HT. OF OBJ-3 S' — — — — — — — — — — — _ PROPOSED END OF ROAD / HT. OF CONSTRUCTION GRADE TIE-IN 440 / — EYE=3.5' \ 440 / p7STa��F, 435 435 ROPOSED GRADE (TYP.) \ �33�' SIGHT LINE (TYP.) / 430 % 430 \ \ EXISTING GRADE (TYP. \ HT. OF 4�5 FUTURE ROAD GRADE OBJ=3.5' 4�5 / \ 420 420 L!) N � a!1 m N 0 n l0 n M O I ttl S 00 M Vl .t O rl Ql H l0 N N m M O m m dl m m 3 •'I m �t N d It S N S r1 It M m M .t dl (M/1 N n Ol M W N VI Ql M �T .t d It It M 0+00 o+so 1+00 i+so 2+00 2+so 1+00 :t+co 4+00 4+so s+00 s+so 6+oo 6+1;o 7+00 FLORA LANE (SOUTH) & EUSTIS AVENUE INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 £t. 470 465 465 ]STING GRADE (TYP.) 46o 46o \ \ \ \7Gy\p\S�ANCF, HT. OF OBJ=3.5' 455 \ 455 SIGHT LINE (TYP.) HT. OF \ EYE=3.5' 450 s7 Gy\p\ST 450 AiyCF �80 \ \ 445 PROPOSED GRADE (TYP.) 445 HT. OF OBJ=3.S' 440 440 O lD O W N S w vl M W O l0 �1 . l00 N . V1 00 Ol V1 In !1 N n O s It s 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 20 46o 420-EXISTING GRADE (TYP.) 420 HT. OF OBJ=3.5' 415 �o)sTgNC 415 28p. � ` SIGHT LINE (TYP.) 410 410 PROPOSED GRADE (TYP.) HT. OF EYE=3.5' 405 405 400 400 N It It OD O Un N N I� m M M i� 01 H1 0. 6 t!1 m H N d .'yt 0 .'it .Ot 0 .Ot 0+00 o+So 1+00 i+So 2+00 2+50 3+00 PARK ENTRANCE INTERSECTION SIGHT DISTANCE PROFILE 46o HT. OF OBJ=3.5' 455 s 455 �7 q\ ISTING GRADE (TYP.) CF, SIGHT LINE (TYP.) 450 \ \ 450 445 HT. OF 'SI GyT p�sT 445 PROPOSED GRADE (TYP.) EYE=3.5' OF IHOT 44oBJ=3-5' 440 435 435 rl N N ri Ol In O 00) N N N m 1� It [ID XI.t .t .t 0+00 0+50 1+00 3+50 2+00 2+50 3+00 3+50 4+00 4+50 FLORA COURT (SOUTH) &FLORA LANE INTERSECTION SIGHT DISTANCE PROFILE SCOTT 0 Lic. No. 035791,11 p 6/24/20 tv� z z 0 w o 0 o E J k CO L � 0 F L [ / L W 0 ti (`') z (a) Q N J c a Q N Q Ln W N O LU J N � � W > Q// LL w zJ �� W 5;V U, oZS z _ w Q O LU O J T� z _ U l7 �z Y Lu U z O cU) O V [- CO uj ZW J ul I I� of W _ U = z Lu J Q o�/ LL o m N U W u ~ 0 Of W JOB NO. 182150 SCALE III _ 50. SHEET NO. 27 M � _ M _ M o'SCOTT R. LLINS U Lic. No. 035791,E -- ----- / 0 70'UNDISTURBED ROUTE 29 BUFFER 10/13 2 �4 ioo' WIDE BUFFER ALONG ROUTE _ �o� BUFFER _ 29 TO SCREEN THE DEVELOPMENT.' � �`S7ONAL SEE NOTE, THIS SHEET. _ --- i --- ----- --------/---- --- ---- ---- ----- - - .� DI F NTED/REFORESTED �RIFR NOTE: 30' PORTION OF THE ROUTE 29 BUFFER MAY BE DISTURBED FOR GRADING WITHIN THE DEVELOPMENT, z i z w i 0 O U H ` Z 0 W O d$ 0 c �_ O F ccz w Z �Ua( V O Z J W Ce L C d [ U Q .~. W m (n L cle Q Lu d L W w E Lu C ° 6 C O O O O N N N N O O\ O Q � M N FUTURE PUBLIC GREENWAY TO BE ® -- — - _-- 1 I i �� �� I '— - FUTURE ROADExrENs�oNr WOODBLVD. I 5 _ _ r — — PROPOSED LANDSCAPE — — --5 I I DEDICATED TO ALBEMARLE COUNTY \ -- I _ n MAINTENANCE EASEMENT% " - _ — — y + o SSi ° 5i+ ATTIME PROFFER FFINAL SUBDIVISION MAzo 800o i LOT_-� _ _ . - �� - ,� , -S_� i6 Cl? - ° M LOT LOT LOT37 — ~ -_ I W W - __ = - ---- --- — - ----- - - — _ W o+ W 51 o fz+oe _��" ' � - __ _ ---- - -� M ^ 3 20 LANDSCAPE — BUFFECNI k� 0 cc - Q / Ii �� r0000, — N N — — �N I ' •�_ ca \, LOT \ � � W — / _-- NOTE: ARCHER AVENUE ROAD EXTENSION J s '• " - /x 'I' 34 EXISTING STREAM I _ / / I A i ' . '" �� I • x` SHALL BE COMPLETED IN ACCORDANCE LOT I p WITH THE ZMA PROFFERS. > o 57 / -- �� Z PROPV LOT 56 I 9 I \ LOT — /) �`� i __`)� �(%LJ / OSED LANDSCAPE LOT 55 __ I I/�� J 6 OP STREET x EXISTING WETLANDS (TYP.) MAINTENANCE EASEMENT 54 / i I i �' _ (4) — / I'i `o _ o @� TREE(TYPJ . \ — '� \ T� (D o PROPOSED LANDSCAPE — / ' 6 j / l XISTING TREELINE (TYP.) J z \MAINTENANCE EASEMENT- / x +� LOT � � � •%'`� � � " � i � f-1 3 \ / h 36 PROPOSED LANDSCAPE / MAINTENANCE EASEMENT / C) V \ 53 LIMITS OF GREENWAY -��PROPOSED LANDSCAPE , _ - / �� FUTURE PUBLIC GREENWAY TO BE \ � Y 0 (i5) AR STREET DEDICATED TO ALBEMARLE COUNTY I Z MAINTENANCE EASEMENT � � : -,� ��N .• \ �FG,: LOT / r PO / t TREE(TYP.) AT TIME OF FINAL SUBDIVISION PLAT, pe I Y J oq \ss. .. / 52 /• D��Ee`o / r // ) PER PROFFER#2OFZMAzoi8000n "' w U o NJ Os� 'Y\ / (9) AR STREET / �PQ� P / S / LOT / ® / �— > 9Z ; u / TREE (TYP.).. / �. oQ�S�cO:...// I/, i 37 ) I O E LOT W . � _ I F PROPOSED LANDSCAPE j �• / // LOT —MAINTENANCE EASEMENT f % x /�, 38 / Iul J � I � o I— z w PROPOSED LANDSCAPE M EASEMENT LOT i z % " K MAINTENANCE EA ' / / '-'x L gd vP_ / 39 d EXISTING STREAM a Lu \ I W /i / I \ o LOT i / _z (\ I \ LOT \ /// x 40 _— /) O I _j In-- 1 = p \ I I. MAINTENANCEEASE —H w 2o' LANDSCAPE V ;' y LOT- \ Q LlJ \ Iz \ i O u C — _ x G Vi..... BUFFER "„ - \ \ PROPOSED LANDSCAPE \ \ �' �'\ �. EXISTING MAINTENANCE EASEMENT / LOT / EXISTING PUBLIC ENUE- %(, \\ LOT / 4i eJ wl Riw°AD W \ / (12) LT STREET \ \ / DTH \ W -W _ TREE (TYP.) `.. \ \ 48 / --- �� ' . \\ . � \ �, 1� LOT -- —_:. ARCED PUBLIC R .�. ,`✓ ---- PROPOSED PUBLIC ROAD — U H /,i, A\ V / ., ''•x % t.• f LOT / / V "= a -0 LIMITS OF PUBLICNWAY. - - - --- I/ - FUTURE PUBLIC GREENWAY TO BE � '�. � " -\\ � � �� \ 43 � __ � _ U,J JOB NO. 0 DEDICATED TO ALBEMARLE COUNTY / \ � \\\ x //��/OPo _ - - — Y 182150� AT TIME OF FINAL SUBDIVISION PLAT, / XG P LOT --- - LiJ = ° \ \PER PROFFER #2OFZMA2oi8000ii / \ •' '' :oQpE��J , `, I \ \. 44 / GRAPHIC SCALE \ 1 —z Ln SCALE ° yo o zo 40 80 \ (* C 1 -4 ISI BOUNDARY (TYP.) �- -- _ _ LOT 85 i 45 ( IN FEET) }� w SHEET NO. MA CH L N - E H 2 1 inch = 40 ft. r � 28 LOT PROPERTY LOT I rN / V Conservation Plan Notes: $5 �'. Ik LOT \ / PLANT SCHEDULE: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON ^,� A L N -SEE H T 2 45 // / SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY CANOPY TOTAL AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS, NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE / LOTz //�/ LOT / / CANOPY TREES CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. / / 8y \ / .� // `__ 46 / / AR ACER RUBRUM RED MAPLE 2-1/2" cal. 60 452 27120 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION \ / MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES LT LIRIODENRONTULIPIFERA TULIP POPLAR 2-1/2 n cal. 12 430 5160 TO BE PRESERVED AND PROTECTED. / LOT QP QUERCUS PHELLOS WILLOW OAK 2-1/2" cal.. 46 419 19274 O / LOT i 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORM WATER \ ' $3 N '� 47 / CIS QUERCUS SHUMARDI I SHUMARDOAK 2-1/2" cal. 25 372 9300 MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL V NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. / / / / N / TOTAL 60854 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES ///// LOT / ; / \ \ \ ' / �� LANDSCAPING NOTES: TO BE PRESERVED AND PROTECTED. 82 / \ i. i LARGE STREETTREE PROVIDED EVERY 5o' OF STREET FRONTAGE. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF ` O� EXISTING STREAM 1 ��.� \ e` z. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND io' MIN. TREES TO BE PRESERVED AND PROTECTED. '3 - - \ ` . FROM WATERLINE AND SANITARY SEWER STRUCTURES. �(J). 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; e 6. BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND I/ \ // / ENGINEERING DEPARTMENT. �! � ,� \ /( .�- `=k � LOT / \ \ �' Ek / y. ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, / 82 x - / LOT \ \ PRUNED BETWEEN 2'AND 7'ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE I�� / b I / x 58 / \ / AND ACCOMMODATE PEDESTRIANS. PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS ! / •`. TOTAL STREET FRONTAGE=6 OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL - � // \ \ � J,S� r925' BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL LOT ( y REQUIRED STREET TREES: 139 (1 TREE PER EVERY 5o'OF STREET FRONTAGE) SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. ®/ 8o ' t ,,,^^^ LOT PROPOSED STREET TREES: 243 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE / / / / S9 \ FPo\s LIMITS OF GREENWAY. I NOTE: z,o79'OFSTREET FRONTAGE ALONG ARCHER AVENUE (PORTION OF) PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH / / q, \ 9d9L FUTURE PUBLIC GREENWAY TO BE REQUIRED STREET TREES:42 THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS // // / ) INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / LOT //.� // \\ �f�2G DEDICATED TO ALBEMARLE COUNTY Y PROPOSED STREET TREES: 46 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE 79 LOT \ `�ZsF AT TIME OF FINAL SUBDIVISION PLAT, y / NOTE: 2,542' OF STREET FRONTAGE ALONG FLORA LANE % / . 'o„ PER PROFFER #2 OF ZMA202800021 / REQUIRED STREET TREES: 52 PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON / / / 60 '\ / y PROPOSED STREET TREES: Si BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND LIMITS OF GREENWAY./ x \ NOTE: OF STREET FRONTAGE ALONG EUSTIS AVENUE MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. FUTURE PUBLIC GREENWAY TO BE // / LOT / �:� / / / - /' S97 � REQUIRED STREET TREES: 22 / \ 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION DEDICATED TO ALBEMARLE COUNTY � 7$ �, LOT � /- PROPOSED STREET TREES:2z CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP, ATTIMEOFFINAL SUBDIVISION PLAT-/, 61 \ / / \ NOTE: 2 z 8' OF STREET FRONTAGE ALONG KOCH COURT �(3z) AR STREET PER PROFFER #z OF ZMA201800011 / i / V A 4 � / _ / \ REQUIRED STREET TREES: 25 TREE (TYP.) / o \ e PROPOSED STREETTREES: 25 NOTE: 449' OF STREET FRONTAGE ALONG FLORA COURT „ �P REQUIRED STREET TREES: 9 LOT \ / e x LOT / \\ \ PROPOSED STREET TREES: 9 77 62 LOT XS / X \ 76 �� , LOT 63 / \ LOT j/ x / LOT 75 / 64 f / LOT % . LOT / / 74 / 65 PROPERTY BOUNDARY (TYP. ; 1992 3.38 I ` LOT 73 \\ PROPOSED GREENWAY (TYP.) LOT66 j\ l. / I I XISTING Zoo -YEAR FLOODPL, O O / / O I f LOT 67 LOT EXISTING STREAM - I 68 LOT / �\ 69 / / j/ Ir: / LOT � � � /•� / � J0 ` LIMITS OF GREENWAY. / / FUTURE PUBLIC GREENWAY TO BE XISTING WETLANDS (TYP.) DEDICATED TOALBEMARLE COUNTY � / LOT S AT TIME OF FINAL SUBDIVISION PLAT, 71 / PER PROFFER #z OF ZMA2oi8000i2 3T Iss"s/ 2NOTE: SEE FINALSITE BUFFER ARIUFFLAN O AREAS. IN OPEN SPACE y I—, Lic. No. 035791 .'t� 10/13/20 �4 II&IONef. 101r'11�' Z z C) � Lu 0 Z O L- J Q c =L ( J L L O in W _¢ ~ z ` t H tY t L ui W I O o O (D N N N N O N V 00 m a N N o L ti M N ® M 1 O Q 0) W C\ O� 04 ry W > ' LLj r� J J (� T� > CO CAS z / Source: Va. DSWC Plate 3.38-2 Lu 0III0O- 401 J z PROPOSED 8" SANITARY SEWER (TYP.) / / Q E T ,( V/rIs""� 2 Comity of Albemarle v . u \ f � / Conservation Pfau Checklist— To be placed on Landscape Plans (handbook, pp III-284-111-297 for complete specifications) 0 ' ^ V' I. The followlno Hems shall be shown on the Plan: 1 Q /L 1(7. Tree rot ba szvad: W / ® Linuairianea:itigtope.f Fiinkxio iptlneartig, sto be saved); E ® Lecatien and type of protective fencrng; Q Y-'I. Grade changes requiring tree wells or walls; W U `r \ 0 Proposed trenching ortunnding beyond the lints of clearing. GRAPHIC SCALE 2. Nor 0 \ / 0 All trees to be saved snail be marked with print er ribbon at a height clearly visible to equipment operators, \ / / o a zo 0 8o 0 No grading shall begin mrtil the tree marling has been inspected and approved by a County Inspector. k- / J. Pro -Construction Conference: ul I Lu \ � fl Trae prPservetien and protective meaamres shall be reviewed wilt tlta crnttractor en site- 1 IN FEET / S \ \ 4. Eon tOPeraHonand Storaeui 1 inch = 40 ft. ' a: t \\ - TREES TO a"CAL.SHALL STAKED Heavy Howyeqm uipent,ve}Jcular tratYcand storage ofcons[uction matelotsincluding soil shall not beparmitt�within the ddplines of trees A S I WITH z-z"xz" HARDWOOD STAKES. to be saved. TREES OF q" CAL. OR LARGER SHALL BE i GUYED WITH 3 EQUALLY SPACED, TWISTED, s. sou EroaPn and smrmwatar Detention Deviser: l^ F� l ® Such devices shall not adversely affect "es 0 be saved. v J \ y _ AND TURNBUCKLES. LOOP HOSE AROUND 6. Fares: / Sy TRUNK. FLAG WIRES WITH COURVEY TAPE. Y7. Fires are not permitted within 100 feet of the dripline of trees to be saved. REFER TO SPECIFICATIONS FOR 7. 'Toxic Nlamri.h: L DOUBLE STRAND #aa GAUGE WIRE � � � L.I \\ / ® Toxlcmaterials shall not be storedwiftes 100 feet of the dtilineoftreeslnbesavedO- % / �J WITH RUBBER HOSE � \v� � ./ � p � EXISTING STREAM ��' ��y / , FURTHER INFORMATION y 1vA�� z"xz"HARDWOOD STAKE / / S. Protective Femirs: LLL���,,,LLL///,,, �I �' 0 Trees to be retained within 40 feet of a proposedbullding ergrading achvi ry shall be protected by fencing. O 1L] Fearing shall be in place and shall be inspected and approved by a County Inspectorpriar [o grading or construction. CUT&REMOVE BURLAP FROM TOP �i 3/3 OF BALL AS SHOWN —y/ a G (D _ 1 /� GUYWIRES WITH RUBBER HOSE AND 9. Tree Wells: 11.... / \ y j���` TURNBUCKLES 2/3 UP TREE z"xz" HARDWOOD STAKES, ALIGN submitted ® When the ground level must be raised within the dripline or. tree to be Saved,.h.wall shall be prvvided.nd.construction dotiR SCARIFY SUBSOIL TO "MIN. DEPTH I for appCD rova. ® O / \ � }— f MULCH SAUCER /J TOP OF STAKES 10. Tree Walls: N 07 C When the groundlevel must be lowered within the ddpline a tree to be saved, a trey wall shall tre and aa cons[mcaon detail FINISHED GRADE y\� Z2 // �li A)' withamed for approval. / I/)/ MULCH SAUCER / / I TREES 4" A 4" CAL. SHALL BE STAKED. �^ / //�JI( I //11. Trenrhenand Tunnel is ree: w 3 ,I N AMENDED SOIL MIX u J y � TREES 4' CAL. OR LARGER SHALL BE ll\� Y7 When trenching is required within the limits of clearing, n shall be done as Far away from the freaks of trees as posrible. Tlemeling LIMITS OF GREENWAY. GUYED WITH EQUALLY SPACED _ under a large be, shop be considered at an alternative when itis.nticipatedthat necessary trenching will destroy feeder roots TWISTED, #iz GAUGE WIRE WITH HOSE III LlJ H- FUTUREPUBLICGREENWAYTOBE / /, / 12. 01 a HT OF TREE AND TURNBUCKLES. LOOP HOSE w -DEDICATED TO ALBEMARLE COUNTY / ,• AROUND TRUNK ABOVE BRANCHES -III III— ® Protec[ivefenchrg shall be the last items removed during the final cleanup. 0 _ AT TIME OF FINAL SUBDIVISION PLAT III III= _ =1— AS SHOWN, FLAG WIRES WITH - 4 = a n r / / III _ CUT AND REMOVE BURLAP FROM TOP 13. Damaaid Trees: COURVE —III —III Y TAPE, REFER TO SPECS \ PER PROFFER #2OFZMA2o28o0022 / — �1 IIE \ —_ 1/3 OF BALLAS SHOWN ® Damage new shall be treated inunediatelybypmnng,forblizationorothornodhodsrecoromeadedbyatreespeoudist. JOB NO. FORADDITIONALINFORMATION. -. III- III SCARIFVSUBSOILTOa"MIN. DEPTH NOTE: IT IS REDEVELOPER'SRESPONSIBILITYTOCONFER UIREMEWITHTHECONTRACTORONTREECONSERVATION 182150 h III_ 11= AMENDED SOIL MIX III =1 REQUIREMENTS. COMPACTED SUBGRADE / COMPACTED SUBGRADE : I 1-1 I I: 10/13/2020 OWNERSIG ATU (DATE) Tree Planting and Staking Detail Evergreen Tree Planting Detail / Not To Scale Not To Scale CONTRACT PURCHASER SIGNATURE (DATE) h 5(1/06 Palle i of I SCALE 111=40' SHEET NO. 29 BOX CULVERT DRAINAGE PLAN - - 411 CULVEr T1AI/1 1\ ���i\ _ -6U.50 c. 4W v ■ ■ 7 I /\ w,■ FINAL Tc 0 32. hrs.- \�� ��� �- T00• OF OLF w/ A ELEV:=5"_(Tc=0 23 hrs.) 700 OF CF wl A ELEV.-fit (Tc=0.04 hrs.) / \ \�� \ �V -850 OF CHANNEL FLOW @ 5,Et/,'(Tc-0,95-kLrs.) VA ��� ///� �� /� �/� w■ ��■■■■■■■����■■■.i■�� i■w■ ! III / �, ■ -AREA ROUTED THROUGH WET - POND IN WPO 201800051 (THIS ANALYSIS CONSERVATIVELY ASSUMES ZERO ATTENUATION) �L - / WATERSHED SUMMARY / I Area, 10-year Flow, 25-year Flow, 100-year Flow, /j ✓ ) / r i/ / / / II CN ac. cfs cfs cfs\ / f Culvert #1 57 60.50 / / 74.42 121.15 219.7 ` �i // S U u- o J � MN o,G 0000 - ONE (1) PROPOSED 5'xT _ _-- REINFOREE6CONCRETE BOX_ CULVERT .- - - - "PROPOSED VDOT -STD. - CONCRETE --HEADWALL - WITHOUT W�LLS ---- BLOCK LIMITS, Ty � _-L PROPOSED VDOT CC. Al RIPRAP LINED UPSTREAM ENERGY.. -- ---- DISSIPATER, WITH FILTER FABRICUNDERLAYMENT. FILTER ----- _ - ---FABRIC TO BE KEYED INTO THE EXISTING GROUND -A MINIMUM OF 9"AT THE ENDS AND ALONG THE "PERIMETER, - --� - - - -- AND. THE STRIPS OF FABRIC -SHALL OVERLAP A MINIMUM OF-_- ---- - - - - -12" -ENERGY DISSIPATER DIM ENSIONS: 10' LONG;-10' -- - - - WIDE -AT THE CULVERT AND 18' ANIDE AT THE END: ST"QNE ----- - - ---- '--THICKNESS- 18" -- ... -- - 2� \. o ,m SCALE 1'=200' %1\ II In N PROPOSED / CULVERT CROSSING 450 � I\ BOX CULVERT DETAIL SCALE 1'=30' 1x1� LIMITS OF PROPOSED VDOT CL. AI-RIPRAP LINED -DOWNSTREAM-- -' GREENWAY, TYP. ---- - OUTLET PROTECTION, WITH FILTER FABRIC -. UNDERLAYMENT. FILTER FABRIC TO BE KEYED INTO THE \ EXISTING GROUND A MINIMUM OF 9" AT THEENDSAND - -ALONGTHE PERIMETER, AND THE STRIPS OF FABRIC- -� SHA"VERLAP MINIMUM OF 12". ENERGY DISSIPATER _--- - DIMENSION_S:_16-LONG, 15' WIDE AT THE CULVERT AND - 2r WIDE AT -THE END STONE THICKNESS=18" -- - _ o0 f% 3+00 00 c3 PROPOSED VDOT STD. CONCRETE I -- - HEADWALI w7H 450 WING WALLS _ --PROPOSED-CULVERTDIMENSIONS _ 250-.00 LF-@ 3.04% INV. IN=403 10_ \ - - _ INV. OUT 395.50 00, PROPOSED VDOT CONCRETE HEAD WITHOUT WING PROPOSED VDOT CL. Al RIPR/ LINED UPSTREAM ENERGY DISSIPATER, WITH FILTER FAB UNDERLAYMENT. FILTER FABRIC BE KEYED INTO THE EXISTIN GROUND A MINIMUM OF 9" AT' ENDS AND ALONG THE PERIMEI AND THE STRIPS OF FABRIC SH OVERLAP A MINIMUM OF 12' ENERGY DISSIPATER DIMENSIO 10' LONG, 10' WIDE AT THE CULVERT AND 18' WIDE AT TF END. STONE THICKNESS=18 CULVERT NOTES: 1. CONTRACTOR SHALL ENSURE THE PROPOSED CULVERT #1 IS COUNTERSUNK A MINIMUM OF 6" INTO THE STREAM WHEN IT IS INSTALLED, ON BOTH ENDS OF THE CULVERT. 2. INSTALLATION OF PROPOSED CULVERT #1 SHALL MEET ALL CURRENT VDOT STANDARDS AND SPECIFICATIONS. SEE THE NEXT SHEET FOR DETAILS. 440 440 435 430 425 ROPOSED GRADE 20 420 4i:- 415 410 410 5'x5' REINFO CED STD. CO CRETE OX PROPOSED VD T STD. NALL ULVER CONCRETE EN WALL VALLS WITH 450 WING WALLS 405 ISTING 405 GRAD GRADE IF - - ZIC ` TO- 'HE u' 25 1N_4 3 LF 3.0 ° ` 400 qR • OUT;3 5.50 \ NS: ' E - -•)ROPOSE D VDOT L. Al RI RAP LIN zD DOW14STREA J. 395 OUT LET PRO ECTION, WITH FI TER FABRIC U DERLAY AENT. FALTER FAE RIC TO E E KEYED INTO TF E E ISTING 3ROUND iA MINIM JM OF 9' AT THE ENDS AND SHALL DIVE ILAP A MINIMUM F 12'. ENERGY C ISSIPAT R DIMENSIO S: 16' LONG, 15, WIDE AT THE CU VERT AN D 390 21'W DE AT THE END. STONET ICKNES =18" 390 J LU O CO - co LO m p N(0 - coN W W O O CD CO O 0 O 00 m `O CC It w w 0+50 1+00 1+50 2+00 2+50 3+00 3+25 BOX CULVERT PROFILE CULVERT NO. 1 SCALE 1'=5' (V) SCALE 1'=r5O' (H) Project Brookhill Neighborhood Blocks 9-11 Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Rev. Date Date 2/7/20 STATION: AHW Controls CROSSING M HYDROLOGICAL DATA 100 yr. Flood plain elev. D.A. = 60.5 ac., CN - 57, TC -0.32 hrs. Design AHW depth elev. Structures elev. treq. TWelev. Shoulder = elev. 440 _ CL elev. 440.4 DISCHARGES USED RISK ASSESSMENT ACT Skew ° Cover ` Q 25 = 121.15 CFS Detours Available Length Q Design= 135 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 403.10 So= 3.04% Inv. El. 395.50 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. 403.6 L= 250 Orig. Gr. Elev. 396 Q = CFS CULVERT TYPE & SIZE Q Q/B HEADWATER COM PUTATIONS CONT. HW. ELEV. OUTLET VELOCITY End COM MENTS INLET CONT. OUTLET CONTROL HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. I Smooth 1 - 5 x5 Box Culvert 45° win walls () g 135 135 1 4.5 0 .5 8.3 6.4 6 .4 3.2 7. 6 2.0 400.00 12.65 YES Inge[ Controlled Note: Design assumes lower 6" is submerged Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUM M ARY & RECOM M ENDATIONS: Base Flood 1%Exceed. Prob. Elev. k7 SCOTT/R. (7tTLLINS'Z Lic. No. 035791 ;1� P 10/13/20 cv4 o�5`IOnrel, F11C'S�' z W I U z o > w o 0 d o I Q� z o Q Z o Ln 0 U `<' a O z J Q W I d I U7 Q > Z W W I mLU ti I Q > > w d I WLn 1 0 0 0 0 N N N N 0 N_ V W to n o L M Q N M N Q W0')0 N N W > 1 LLI J T� o� z Q - U) LU '_JO O J L9 T z ON W J _ U V) V W o U m O Ul U) J j_.: W z LU J U) ~T� J W p J (D o O O W N U J F- b F_ W a w N JOB NO. 182150 SCALE AS SHOWN SHEET NO. 30 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS :5pon-8J/2 T BU - C Ec. Spa. - D tall. A 9Ht T' E BH2 " E 9.1 lYP 311 I.lye. SPAN HGHT i BVI BV1 BH2 BHI T2 BL I- A Soft. C 12 •- B TYPICAL SECTION GENERAL NOTES: Capacity: AASHTO HL-93 Loading $peClflCallOhe: Construction: Virginia Department of Transportation Road and Bridge Specifications. Design: AASHTO LRFD Bride Desiq%r% SpecificalJons, Slh Edition 2010: 2011 Interim Specifications: and Y'DOT fdodibcatiors. Allconcete anon be Class A4. Deformeinforcto rs ors shall conform to ASTM AN A615, Grace 60. .emd,6ny bdimensions o I"' data ad drawings we to Centers of Ears except Where otherwise noted anbarn are subject to foarication and Construction tolerances. rlale DH3 with Construction joalts shall be constructed and bonded in accordance With the current VDDT Rood torhate hate ers and Brugge Specifications. b1chen required Barrels more than 35' In length shall be poured in aections Dy providing vertical construction joints not exceeding 25'between joints nor more than 30' from ends of barrels. Ll WI comers 44 Bars BHI and BH3 snare have a pin diameter of 24 trim diameters. Denenaons on bar diagrams ore out -to -out of bass. Bars we straight unless otherwise show. The number of PL1 and BL2 bars shown in the table is the number of bemludinal bws shown typical section drug may not e7.01 the total number of Qdrs reguilad. HLI and BL2 bars shall have.0 loopp of 30 bar diampters of splices. pAt construction joints. first placed bws shall project 30 bar dior . ors beyond Ina§ joint. Estimated 7r./LF shown far remf rtin t etea does hot include i3 ! �e Iwnlily for laps of HLand 8L2 bona. ins additional weight par Pongiludnd o0 b shown n the The minimum cover of main reinforcing bws Poll be Y/y" from the face of the concrete For culverts. under D to 2 fact 611s and ael be " from the face of the concrete for all other pp 9H1 NI reinforcing steel for culverts under 0 to 2 fact fills shot be low cwbgn/chromium reinforcing steel conforming to ASTIR A1035. Al the Contractor's oFGtion. BVI bws may be spliced at the permissible construction joint in order to Facilitate construction. No additional compensotion shal he provided for the increase in reinforcing steel quantity due to the spices. Headwall quwhties shown assume mrigril are to be bull at a 45" an91e to the headwat Permissible The designs ore applicable to lne Fill height and other condRions Indicated. Any change in It construction cand.l'iona invalidates these designs. oil tip. .,goals referenced by letter apply. when the acceptable foundation bust is the same for botr, cc, .,goals If foundatign levels we different. the height of the wmawatl shall be adjusted by selectio, Of another lettered arm wall of the appropriate heig l For winged tletale. refer to standard series BOW for the mcw. riX fill slope. For details of extending existing boxes, refer to standard BCE-01. For modification of details for skewed Culverts. see Fine skewed box details Included in the road plans. This standard shalt be used with the DOS standard series. A COPY OF THE ORIGINk SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �N[DOT y 'E-IRL ATn.'. ROAD AND BRIDGE STANDARDS SINGLE BOX CULVERTS REFERENCE _iHEET IOF 2 REVISION DATE STANDARD DETAILS 1002.01 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS BCW-21 GENERAL NOTES Specifications: AA LRFD na Den n 5 mrmeuoro Sur, Emuon 201& 201t Tnavim Revision � eras SHTp g 9 M e VBOT Madl/tcatlon� Limits of validlt, for Stondma Wingv011 design The standord wingwel designs we based on the following osaumotiona: there Is no structural cohnecflan between the wall and the box culvert trof fro. surcharge boding la neglected. Bad II Backfire seal comprise granular material rl}M1 an (Mernal friction mNe V of at Iasi 32'. Coh.gtf bockfi4 shall not be v permitted. Compaction of the badT material wTDin a Oistdrce of One- rWlf the he ght of the are sh011 be by hand compactors only. n Oro 0 Qa The Contractor snau Y rovlde the drainage system indicated on Shear 1. p 0 Tna c061 f0' iM199 woln0u 6YItem llncluaing carouE poakfll. 6" alameter no,rlpld TWing and .the, Items red. real an alP be Incident.] To the cost bid for Concrete. Concrete All concrete shall be Class A4. Reinforcement QeforTgd raintorcin Oars Shall conform to ASTM Afi S. Grade A reinforcing Oar dlmeinatoru: on Tree dMOOIId drarino we M C811Ters Of Own except' where aiher." noted O d or. sublet++o abricgT`On and construcflon a.,..". Dimensions on oar alawame we aut-To-o t of pass. Bars we sfraignt unless otherwise shown. The concrete pco(ver to $}ne outermost reinforcement bws shall De as followsr McIL ftem nldlail....) pt/j J° nIMI� tablet t he Contractor's tton WV Series bars may be spliced at t of the foot) 1 order to Patton p W n9 A Y f r C i n. is n h in r n rl h N ac ate comae u t F e b a ens be ceo da cI t T e G 5nee{i o (♦IIt 50 9 II ep1 pre odd' to corn ena.t�on an De rovt'ded for the �ncreose In relnforcl steel uon I sue o ins splices. p al v t rub . t tY T Allsaeloneous w e roIea hall be placed oi ThalowesT palinT feasible for free marriage away from the wing. Four T e 1 Wins ere to be uses for atrol fit crossin s and skava u to 20'. Two Type I and YP g 9 p D Win for skews from uu 4' r 4' I 1 Iwo T pa 11 1 cog To be u9aa o s a s o ch t 5 . Far skers a eve 5 specn d9s wings urn reau aa. lie wingwal to aO uses for eOoh culvert t8 shown on Phe 6C aeries sn9eTa.� Tree agqataacis snovn are Opp lcaDb for v 4Y de'x Wfh the rooaray area abler conaitfons indica?.0 Any [mange In hose condia{lans invgido{as these tlesigns. Ouanfltfes shown we for one wing. WING Wan 0uontIlea hwar er Hagh End 9 kef Lev End Concrete CY Reinforcement LB A 2.3 209 0.41 0.46 B 2.8 245 tJ15 8.46 C 312 273 1.21 8.49 0 4.0 306 1.49 0.52 E 4.4 346 1.49 0.52 F 4,9 376 1.71 ll 2 G SUR 434 1.79 0.65 H 6.2 463 2.83 8.55 1 7.1 552 2.10 BIB J 7.7 589 2.36 0.60 X 0.6 7 6 2 4 2. 3 6.65 L 9.3 738 2.70 Bb5 M 1e.3 870 2.76 0.71 N 10.7 %a 3.05 0.85 0 11.7 1614 3.10 0.05 P 13.2 1172 3.17 0.88 0 14.e 1337 3.45 0.80 R 1 15.3 1444 3.51 0.95 S 16.5 1591 3.58 0.% T 17.5 1695 3.86 1.03 U I8.8 2002 3.92 1.03 20.3 2238 3.19 III W 21.7 1. 4 2 03 4.07 1.11 % 27.0 2804 4.219 1.27 1 31.7 3334 4.36 1.30 2 33.9 3570 4.46 L34 AA 35.9 M76 4.56 1.39 Be 38.13 4522 4.56 1.48 CC 41.0 4747 4.66 1.48 DO 50.0 5699 4.99 1.71 EE 52.6 6313 5.10 1.71 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ONI FILE IN THE CENTRAL OFFICE �vooT WING DETAIL SREFERENCEN ROAD AND BRIDGE STANDARDS sIEEr 1 of a REVISION DATE 2: 1 FILL SLOPE - TYPE I 1001.01 W/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS BCW-21 WFill WFS WF6 WING SIZE LENGTH SIZE a FRON TO VARY BY LENGTH FROM TO VARY BY SIZ a FROM TO VARY BY LENGTH FROM TO VARY BY A 4 6' 2' - - - - - - - 4 3'-4- 2'-6' Or- I%. 4--9' T-10' 0•- lib' B 4 T-2" - - - _ - - - 4 T-4' 2 15' a,- IYJ 41-9• 3•_i0• a._ Ih' C 4 8'-2" _ _ _ _ _ _ _ 4 3'-4' 214• ar- I ' 4•-9• Y-10' 0- Hy D 4 9'-3' - - - - - - - 4 T-10' 2'-G' a,- 136' 5'-3' 3'-10' a,- 13A 1 E 4 t0'_y _ _ _ _ _ _ _ 4 T-10' 2'-6• O'- IV T-3' T-le' a,- IV F 4 11-3' - - - - - - - 4 T-IO' 21-6' a,- Ij¢' 5' 7 T-10' 0'- lj}' G 4 12-3- - - - - - - - 4 4-4' 2-6' 0'- IA' 5--9' 3'-10' a,- 11A, H 4 13-311 - - - 4 4•-4' 2'-6' a,- 1%- 5'-9' 3'-10' 0'- I%. I 4 14•-1' 4 4'-11' 4•-2' 0- 1 ih' 6'-7 5'-6• a,- 1Y,' 4 4•-10' 2'4' Or- 2' 6'-3' T-El' O'- 2' J 4 15-4 4 4' 11' 4-1' a,- 136' 6-7 5'-5' a,- 1%- 4 4-10' 2-6' a,- IV 6' 7 T-M' a,- IN- K 4 I6.4' 4 5'-5' 4.4' a,- ly4' fi-9° 5'-10' 0'- 1'h' 4 5-4' 2'-6' 0' 2• 6•-q" 3'-11' 11- 2' L 4 IT-5' 4 5'-5• 4•-5' a-- Iyt' 6-9° 5'-9' 0'- IyJ' 4 5'-4' 21-6' 0'- 2' 6'-q" 3'-II' a,- 2• M 4 18'-5' 5 5•-11• 4'-9' 0'- IV 7-2' 6'-1• a,- 1%- 4 5'-10' 2'4' 0'- 2j6• 7'-2' 3'-11° IF- 2j6' N 4 IS-5. 5 51-11' 4'-9' a'- 1%- 7•-2• 61-1' a'- IV 4 5'-10' 2-6' O'- 2Ya' 7'-2' 31-11• a- 21/4' 0 4 19'4' 5 0-4- 5'-2' Or- 134, 7'-8. 61-6' 0'- 1A- 4 6'-4' 2'-6' a-- 236' 7-O' 3'-11' W- 2V P 4 20'-W 6 6'-11" 5'-5' O'- 1%. 8'-2' 6'-9' 0'- IV 4 6'-10" 3'-0' a'- 2t/4' 8'-2• 4-5• a,- 21/, 0 4 21'-G' 6 6'-11. 5-6' 0' Ilil B'-2' 61-9' a' IIV 4 6'-10" 3-0' a,- 2Y. 8'-2r 4'-5• 0'- 2j6' R 4 22-T 5 6"Y 51-1. 0'- 13L• 7-9• 613• 0'- 136' 1 4 7-4• T-O' Or- 211,' 8'-8' 4'-5' 11- 2'/4' S 4 23'-7• 5 6•-11' 51-V a'- IV 8'-2• 6'-tor 0'- IV 4 7'-I0' 3•-0' a,- 2yJ• 9•-2' 4'-5' a'- 2V,' T 4 24•-7' 6 6'-ill- 5•-7' 0'- IV 8'-2' 6'-I111' 11 IlV 4 7-10' T-0' a,- 2%. 9'-2' 4'-5' a,- 236' U 4 25'-9' fi T'-Y 5•-9' 0'- IV # e'-5' ]'-0' 0'- 1 ' :L 4 B'-4' 3'-0' 0 2 1' k 9'-8' 4'-5• 0'- 2 ' yz V 4 26-10• 6 T-T 5'-5' e'- 2' 81-10• 6'-8• 0'- r A 8•-1e' 3'-1' 0'- 2%' 10'-2' 4'-5' W- 2V W 4 27'-I1• 1 i 1 8•-W 5'-9. 01- Z' 9'-7 1'-O' a' 2' 4 9'-4• 31-1' Or- 23A' 10'-0 4•-5' a' 236, X 4 29'-0' 6 6'-T 6-4' a'- 2YW 10'-6' 8'-2' 8'- 2A' 5 10'-4• T-7' a,- 236' 12-r T-5' 0'- 236' Y 4 30•-P 6 9•-I1' 6--9' a,- 1%• 121-2' 9'-0' a,- I'A- 5 ll'-4' 4--j" 0'- 3' 13•-8' 6'-5° a,- 7 2 4 31'-2' 6 1B'-t' 6'-10' a-- 2 • 12'-5' 9•-I• 0'- 2V 5 11'-10r 4--I" a.- 3• 14-2- 6'-5° 0•- 3- AA 4 32'-3' 7 IB'-]• T-2' O'- 236' 12'-9' 9'-51 0•- 2%, ' •"0'- 3W 14'-8 63' 0- 3y4 4 33'-6' 0- 2V,' IT-7' 9• 1 -2, ' 36 15'-B' 0'- 3VBB CC 4 34'-7' T 1 11-10• e-1' 0'- 216• 14-1• 10-4' 1 0'- 2%' 5 IT-10' 4 0'- 3y7" DO 5 35-7' ' T 11'-10' 8-2' IF'- 2Y' 15-I' 11'-5" a'- 2/J' S 14'-4' 4'- 0 J7r 1 0'- 336• EE 5 36'-B' 7 1 12'4' 1 8'-3' a'- 2V 15-T II'-6" 0'- 2i6' 1 S 1 14'-IV 1 4-7• a'- 3y2° I W- 3yJ' WF9-NN SQ. ep side ``OW 0 WITH WING) V tWING REMOVED) DOWNSTREAM END) (UPSTREAM END) END ELEVATION UPSTREAM DOWNSTREAM BARREL LENGTH (OUT -TO -OUT EPA J2" FILL SLOPE 6"x6" FILL( TOP OF 70P SLAB �i2" rHII 121 R UPSTREAM END (OPTIONAL AT DOWNSTREAM END) 12" SECTION A -A (WITH WING) BCS-DT REINFORCING BAR a DIAGRAMS d V� BH3 0 BHI 6" x 6" FILLET •5 - HWI V IWWNbl tM1 tW) lu✓JI'RPM tr REFERENCE � `"'' SINGLE BOX CULVERTS ROAD AND BRIDGE STANOA STANDARD DETAILS REVISION DATE SHEET 2 LF VIRGINIA DEPARTMENT OF TRMSPORTA71ON 07/It 1002.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS WV2 - 0 spa. a I'-3" = R front face lw2" WV4-U sp.. 06"-V WVI Ir r Doak face bark II I1 11 4- S spa. 0 9° book face 3'-0' W-0' iyp. WH3 WF-iedes 0 sop. 0 12" = P Face T Front Sea No' 1 51 BCW-2' drainage longer WV -series 12' Dotter for rings X - EE weeP hole formed M1 nan-rl Id Win 9 tubing fn required. rPerfwated 6' alomete, AFL 12" END VIEW FRONT ELEVATION 0 a a WFII WFI TO WF3 WF5 TO WF7 WFI - spa, TABLE A TABLE B NM Bw Pin tap and Dat. Wall Y Size pia. 7 R3 2'A- 4" T-CC I'-3y7° #5 Sy; 5" WF2-AA 0 IT WF6-NN eq. rep.. DD-EE 1�9'/j A6 4yg" 6" " Be Top = DO sine 1n #7 5'/1, ]" and hot. WFIO-NN ad. son. W8 8" 8" WFI I-NN eq. spa. 00 side DD each corner FOOTING PLAN #9 9' Itl/e of }ootln9 4 COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING AND DESIGN STATEMENT 15 ON FILE IN THE CENTRAL OFFICE 3"' 3"- �L le WF6 - GG ago. 0 12° HH co+. W 7-Jul s a. 9' W -EE o 12"WF3-CC a s F f5 P 6"= KX tap p 3 0 9°= FF 0 IF DO to D NF4-INN eq. ePa. = 00 aloe SPECIFICATION I REWING DETAIL FERENCE A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE ROAD AND RRID❑E S ANOAROS SPECIFICATION RI ION WING DETAILS REFERENCE SHEET 5 OF 0 1 REVISION DATE 2: 1 FILL SLOPE - TYPE 1 t00].05 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION gr WV I. li WV4 TABLE C Bar Splice Length Sis 44 1.- 9° #5 2'- 4" tl6 2'- 7" "IF 3'- 3" 2" W9 5'- A" ROAD AND BRIDGE STANDARDS 2: 1 FILL SLOPE - TYPE I REVISION DATE SHEET 2 OF E VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 1007,02 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS BCW-21 WFI WF8 WF9 WF 10 WFII WING SIZE a LENGTH 512E LENGTH 512E LENGTH SIZE LENGTH 512E a LENGTH Ea FROM TO VARY BY FROM TO VARY BY A - - - - - - - 4 li 4 T-2' 4 2'-2' 4 2'-2' 1'-2" 4 B _ _ _ _ _ _ _ 4 1'-2" A 3'-r 4 21-2. 4 2'-2• 1'-2" 4 C - - - - - - - 4 8'-2' 4 3'-2' 4 2'-2' 4 2'-2' A'-2" 4 0 _ _ _ _ _ _ _ 4 9'-2' 4 3'-8' 4 2'-2' 4 2'-2- 4r-r 4 E - - - - - - - 4 lo'-2' 4 3'-8' 4 2•-2• 4 2'-2• 1'-2' 4 F - - - - - - - 4 I11-2' 4 3'-0 4 2'-2• 4 2'-2° 1'-Z" 4 G - - - - - - - 4 12'-Y 4 4'-2• 4 2'-2' 4 2'-2• 1'-2" 4 H _ _ _ _ _ _ _ 4 13'-2' 4 4'-2' 4 T-2' 4 2'-2' 4-2" 4 A 14'-2' 4 4'-IY 4 2'-2• 4 2'-2" 4-2" 4 4 15'-r 4 4'-B' 4 2'-2' 4 2'4" 4'-2" 4 4 161-2' 4 5'-2' 4 2'-2' 4 2'-2" 4•-2" 4 L - - - - - - - 4 11`2' 4 5'-2' 4 2'-2• 4 2'-2 4'-2" 4 M - - - - - - - 4 18'-2' 4 5'-B' 4 2'-2' 4 2'-2• 412' 4 N - - - - - - - 4 18•-2' 4 5'-0 4 2'-2' 4 2'-r 4'-r 4 0 - - - - - - - A I9'-2• 4 V_r 4 21-2. 4 2'-2° 4'-2" 4 P - - - - - - - 4 20'-2' 4 6'-8' 4 T-8' 4 r-2° 412" 4 9 - - - - - - - 4 21'-2• 4 61-8' 4 2'-8' 4 V-2° 4L2° 4 R 5 7'-4' 6'-7' e'-IW W-Sh 7'-II' 0'-1%, 4 22'?' 4 T-2' 4 2'-8' 4 2'-2• 1'-2" 4 S 6 7'-10' 7•-O' 0'-lyf 9'-2• 8'-4' 0•-1v4' 4 23'-2' 4 T-B' 4 2'-6• 4 2'-r 4'-7" A T 6 7'-10' 7'-1' 0'-Ill RI-2- 8'-4• O'-lye' A 24-r 4 7'-0 4 2'-8' 4 2'-2' 4'-1" 4 U 6 8'-4' 7'-4' 0'-IV, 9•-8' 8'-'7' 0'-lt/4' 4 25'-2• 4 8'-2' 4 2'-8' 4 2'-2• 412° 4 Y 6 8'-10' T-9' O'-Hy' 10'-r 9'-0' ei-lily 4 Z6'-2' 4 8'-O' 4 2'-8' 4 2'-2° 4'-2" 4 W 6 9'-4' 8•-2' 0'-136' IB'-8" 9'-6' 0'-136' 4 21'-Z' 4 9'-7 4 2'-e' 4 2'-2' 4'-7" 4 X 6 10'-4' 8•-II' 0•-136' 12'-r I0'-8" O'-136' 4 28'-2• 4 1e'-2' 4 T-2' 4 2'-r 41,- 4 Y 7 Ir-a' 10'-i' 0'-ly" 13'-7' 12'-4" 0•-1yJ' 4 29'-2' 4 11'-r' 4 T-0 4 2'-2° 4'-2" 4 Z 7 11'-10' 10' A- II Iyz' 14--i' 12'-G W-11h. 4 30.-r 4 I1•-8" 4 3'-0 4 2'-2° 4'-2° 4 AA 7 12'-4' 10'-Y 0'-IYI' 14•-T 13--ir W-ly2' 4 31'-2' 4 12'-2' 4 3'-0 4 2'-2" 4'-2" 4 88 r 13•-4' Ir-in 0'-116' IT-T 13•-IW r-116' 4 32'-2" 4 IT-2' 4 3'-B' 4 r-2° 4'-Y 4 CC 7 IT -Ill 12'-I' 0'-I-Y4" I6--l' 14'-4° 011 y4" A '.3'-2' 4 131-8• 4 T-W 4 2'-2° 1r-2" 4 DO 7 14•-4' 12,-P O'-IV 17'-7x 15'-7 W-I%' 5 34'-211 5 14'-2' 5 4'-2' 2'-99 5'-4" 4 EE 7 14'-10' 12-7 er-AA IB'-1' 15'-5° ii-iV 5 35-2" 5 111 5 it - 2'-g° 5'-4" 4 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE WING DETAILS 2: 1 FILL SLOPE - TYPE I VIRGINIA DEPARTMENT OF TRANSPORTATION Row AND BRIDGE STANDARDS REVISION DATE SHEET 6 OF E 07/12 tOp].O6 FOR TYPICAL SECTION. NOTES AND OTHER DETAILS. REFER TO STANDARD BCS-DT. la 7 2 Q O Wrm OUAIRL&F HEADWALLS SPAN HGHT I�UJN O .a (=J t� 6' J O � m G HWI F U YQl< �v, u N x m O J�Ain Q N „ FyW�') WUQ �OJ O V U ca v+ IVVJ O.F O 6 N 6 2 3 LL LL yyQ�� w h' V 1Zy 3 3 16.184 0.400 55.2% 51-10, 6 516" 1.038 33.044 1.042 33.044 A 3 4 17.596 0.449 51.904 5'-10" 6 5'-6" 1.131 33.044 1.134 33.044 C 4 3 19.524 0. 490 61.854 6'-10' 6 6'-6" 1.161 39.052 1.169 39.052 B 4 4 20.936 J 0.530 fie 6TJ 6' 10 6 61-61 1135 39.052 1.242 39.052 C 4 5 22.348 0.579 T3 399 61-10' 6 6'-6' 1.328 34.052 1.335 39.052 E 4 6 23.760 1636 90285 6'-I D' 6 6'-6' 1.440 59.052 1.447 39.052 H 5 3 22.864 0.643 81.426 T-10" 6 T'-6" 1.259 45.060 1.269 45.060 B 5 4 24.276 0.692 ED. M3 7'-10" 6 716° 1.352 45.060 1.362 45.060 0 5 5 25.688 0. ISO 95.374 T-10" 6 7'4' 1.444 45.060 1.455 45.060 F 5 6 27.100 0.799 106.254 7'-10" 6 7'-6' 1.537 45.060 1.547 45.060 H 5 7 28.512 0.818 123.095 7'-10' 6 7'-6• 1.630 45.060 1.640 45.DGD J 6 4 27.616 0.819 112.841 8'-10" 6 8'-6' 1.437 51.068 1.451 51.069 D 6 5 29.028 0.E68 IIB. 353 B'-10" 6 816" 1.530 51.068 1.544 51.066 F 6 6 30.440 0.416 124 M8'-10" 6 86 '-" 1.623 51,068 1.636 51.06B H 6 7 31.852 Q. 965 144.111 8'-10" 6 8'4' I.T 15 51.068 1.T29 51.068 J 6 8 33.264 1.045 156235 81-10" 6 1116" 1.808 51.068 1.822 5 1. 068 L T 4 30.956 a 987 141621 91-10" 6 91-61 1.512 57.076 1.529 57.076 0 7 6 35.780 1.054 161. EDT 9'-10" 6 9'4° 1.698 57.076 1.715 57.076 H T 8 36.604 1. 181 10.012 9'-10' 6 9'-6" 1.883 57.076 1.900 57,076 L 7 10 39.428 1.453 266363 9'-10" 6 914° 2.032 57.076 2.049 57.076 P 8 4 34.296 1.206 159.065 10'-10" 6 1014° 1.590 63.084 1.611 63.084 E 8 6 37.120 1.318 176663 10'-10" 6 10'4• I.T13 63.084 I.T94 65.084 8 8 39.4A4 1.412 236248 10'-10' 6 10'-6• L9.9 63.084 I ot9 63.084 M 8 10 42.768 1.6% 296.216 10'-1011 6 1014° 2.101 63.084 2.127 63.084 G 9 4 37.636 1.421 IB6 129 11'-10' 6 1P-6" 1.642 69.092 1.666 69.092 E 9 6 40.460 1.519 197. 639 11110• 6 111-611 1.828 69.092 1.851 69.092 1 9 8 43.284 1.615 231 749 II'-10' 6 II'-6" 2.013 69.092 2.037 69.092 M 9 10 46.108 1.851 336 193 11'10' 6 IP_6" 2,162 69.092 2.165 69.092 9 9 12 48.932 2.201 425. M3 II'-10' 6 11'-6" 2.202 69.092 2.224 69.092 U 10 4 40.976 1.621 231.746 12110' 6 12'-6" 1.691 75.100 I.TIB 75.100 E 10 6 43.800 1.736 244. 49A 12'-10' 6 1.872 75.100 1.899 75.100 1 10 8 46.624 1.8AB 296723 12-101 6 12'-6" 2.054 75.1 DO 2.081 75.100 M 10 10 49.448 ZWI 395.781 12,10, 6 12'-6" 2.191 1 75.100 2.221 1 75.100 1 0 10 12 52.272 2. 461 463.231 12-10' 6 12'-G" 2.236 15.100 2.262 75.100 U 12 6 50.480 2.221 B24.329 14'-1 D' 6 I<'-6" 1.953 57.116 1.987 87.116 J 12 8 53.304 2.323 35& 451 14'-10' 6 14'-611 2.138 117.116 2.172 87-116 N 12 10 56.128 2. 523 U1.964 Ia�I O' 6 l4'-6x 2.287 87.116 2.320 07.116 R I2 12 58.952 i.9R SX 328 11'-10' 6 14'-6" 2.327 87.116 2.359 87.116 V A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SINGLE BOX CULVERTS 30 TO 40 FT. FILLS VIRGINIA OEPARTNENT OF TRANSPORTATION BCS-40 ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 07/11 1002.14 BCW-21 WFI WF2 WF3 WING IZ q LENGTH 6o SIZE a LENGTH Ea SIZE a LENGTH FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY A 4 6'4' 71-T 2 A V-2' 8'-2' - 2'4' 9'4' - 2 4 3•-5' 2'-G' W-136' 4-T T-il' B 4 7-5' 6'- 9' 2 4 1'-5' 9'-5' - 2•-T I '-on O - 2 4 3'-5' 2'- . 6 0'-1 . Y7 4'-T 3 '-il' 0'-1 ' Y7 C 4 8'-5' 9'-T 2 4 11-8• 10-8' - 3'-0' 12'-0' - 2 4 Y-5' 2'-6' 0--ly 4-W T-11' O'-1j' D 4 4-5' 10'-9' 2 4 4'-5' 9'-5' - 5'-IP 5'-9' 3'-l1' 2'-6' 0'-IN' 5•-3' T-II' III E A 10'-5' II'-9' 2 4 4'-11" 4'-II' - 6'-3' 6'-3' - 2 4 3'-11' 2'-6' 0'-1%' 5'-3' T-il' 0'-I%' F 4 E -5- 12-9' 2 4 51-5' 5'-5' - 6._T 6-9• - 2 4 3'-11' 2-6' O-lyj• 5-3' 3-11' 0'-W2' G 4 12-9- .. 9 2 6 T 6' 8' Il' B' 11' 2 9 2' 6' 0'-1 ?6 S 3' il' 0'-i ' % H A 13'-5' 14'-9- 2 4 8-2-8'-2- - 9'-6' 9'-6' - 2 4 4'-5' 2'-6' B'-136' S'-9- 3'-11' 0-1$' I A 14'-5' 15'-9• 2 A 9'-11" T-ill° 6'-9' 11'-3' 5'-3' 6-0' 2 4 4'-0' 2'-6' O'-2' 5'-4' T-10' 0'-2' 4 15'-5' I6'-9' 2 4 10-7' 4'-2• 6'-4V 11-11' 5' 7' 6'-436^ 2 4 T-11' 2'_W O'-IA' 5'-3' T-10' 0'-IV I6'-5' I 4 2 12. 2' 6' 6' 4 5'' 17' 6' 10" 5 2 7 2' 6' 0'-2 /4 5' 8' 3' !1' 0' 21/4' L 4 1T-5' I11'-9' 2 4 12-11' 6'-11° 61-0' 14'-7 8'-7 6'-0 2 4 4'-7 2'-7' e'-2' S'-T 3'-II' OP-2' M 4 18'-5' IT-9' 2 4 14'-4- T-5' 5'-5V,' 15'-8' 4'-10• 5'-5A' 2 4 4'a' 2'-7' 0'-2j6' T-lt" T-11' 0'-2%` N 4 8'- • 1 5 I 9'-9• 2 4 I 4'-4• 3'-5' - 5' Sj6' 15 '-0 4•- • 10 5'-S ' fe 2 4 4•-T 7 '-T l 0' 2.¢ 5'-II" - 3' II' 0-2y4' 0 4 19'-5' 20'-9' 2 4 15'-B' 5'-8' 51-0' IT-V T-0 5'-0' 2 4 5'-W 2'-7- 0'-236' G'-4' T-Il' 13-2%' v 4 201-5• 21•-9' 2 4 19-P 3'-4' 5'-3' 20'-5• 4'-8' 5'-7 2 A 51-T 3'-0' 0'-236' 6'-W 4-4' 0'-236' 0 4 21'-5' 22•-9' 2 4 20'-0' 3'-6' 5•-6' 21'-5' 4'-11' 5'-6' 2 1 5•-4' 3'-0' 0'-2%' 6•-B' 4'-4' 0•-Ij6' R 4 22'-5° 23'-9' 2 A 21'-1" 5'-9' 5--ly 22'-6• 7'-2' 5'-Iy 2 4 4'-11' 3'-0' 0'-2y4' 6'-4' 4'-4 0'-2yA• S 4 23'-5- 24--9' 2 4 22'-2' T-O' 4'-9y2' 23'-7- 4'4' 4'-9y4' 2 4 5•-4' 3'-W O'-236' G'-8' 4'-4' 0'-236' T 4 24'-5' 25'-9' 2 4 23'-2' 3'-2' T-0' 24'-6' 4'-6' 5'-W 2 4 5'-4' T-0' 0'-2Y,' G'-W 4'-4' 0'-2Y4' U 1 25'-5' 26'-9' 2 24'-2' S'-T 1'-8 36 25'J' 6'-8' 4 B ' ii 2 6 3' 0 0 '-2 6'-II" 4' P Er-2V Y 4 26'$ ZP-9' 2 4 25'-3' 2'-9' 4.4' 26'-8' 4'-2' 4'-6' 2 4 5'-2' 3'-0' 0'-23$' 6'-T 4'-4• ?A 6'-236' W 4 27'-5' 28•-9' 2 A 26'-4• 4'-9' 4'-3A' 27'-8' 6'-2' 4-3N' 2 4 5.4' 3'-0• 0'-2%' 6'-11" 4'-4• 0'-2V % 4 2B'-5• 30'-3' 2 5 26'll. 5•-3' 4'-8C 27'-9' 7'-1' 4'-N6" 2 5 6'-2' 3'-G' 0'-3' 8'-8' 5'-4• W-3' Y 4 29'-S•' 31'-T 2 5 29'-1• 5'-1' it 31'-4• 4'-W 4-fill 2 5 6•-6' 4'-0' 0'-3- 8'-10• 6'-4' 0'-3' 2 4 30'-5' ] '-9' 2 2 5 3O'-1° 2'-il' 3'-10 ' Ya 32'-5' S'-]' 3'-10 yz 2 5 6 '-]' 4'-0' 0 3 1' r6 B'-II" 6'-4' 0'-3 ° j6 AA 1 31' S' 73'-9' 2 5 31'-1' 4'-9' 3'-9 Ys 33'i' T-0' 3'-N ' S6 2 5 6'-il' A'$ 0'-3 S4 9'-7 6'-4' B'-3 ° Yi B8 4 32'-5' 34'-9' 2 5 32•-1° 4'-4' 3'-5%' 34'-5' 6'-7' 3'-5 2 5 T-5- 4'-0' O'-3yJ' 9'-M 6'-4' 0'-3y7° CC 4 33'-5- 35'-9• 2 5 33'-1' 2'-6' 3'-4 jj• 35' S' 1'-10' P-4v 2 5 T-10 4'-0 0-3j4' l0'-2' 6'-P e'-3j4' DO 5 34'-Y 37'-B' 2 5 32'-11' 4'-I1' 3'4' 76'-7' 8'-3' T-6' 2 5 7•-II' 4'-6' 0'-3y2° 0'-3'/p' EE 5 35'-5• 38_8' 2 5 33' 11' 3'-1' 3'-5%' 37-3' 6' 7 T-516' 2 5 B'-O' 4'-6' W-3yJ' il'-4" A COPY OF THE MIC14AL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SPECIFICATION ``VDOT REFERENCE WING DETAILS ROAD AND BRIDGE STAND ARD$ 2: 1 FILL SLOPE -TYPE I REVISION DATE SHEET 4 OF 8 VRGINIA DEPARTMENT OF TRANSPORTATION 07/1 r 1007.04 2016 ROAD & BRIDGE STANDARDS SCOTT/R. CIDUINSZ fH Lic. NO. 035791 a p 6/24/20 ;LS1&I7A7AT. Z O J d r Z � Do 00J o in Q u In LU Z z W W z L9 z W Ln z J J U J V/ U O CO J TIllowl i O O C)� JOB NO. 182150 SCALE NONE SHEET NO. 31