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HomeMy WebLinkAboutSUB202000082 Plan - Revision 2021-05-07GENERAL NOTES OWNERS: TMPo4600-oo-oo-oi9B4 CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 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-oi9B4 D.B. 5on, PG. i7o 162.75 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oi800m WITH PROFFERS -APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019) 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 (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 20i6 BY BOS WITH CONDITIONS. TOTAL PROJECT AREA: 04600-oo-oo-oi9B4-162.75 AC. (PORTION OF) BLOCK 9 - io.99 AC BLOCK io - 9.66 AC BLOCK a -13.91 AC TOTAL EE 34.56 AC PROPOSED USE: 85 TOWNHOUSE (VILLA) UNITS ALLOWABLE DENSITY: BLOCK 9: i9 UNITS (MIN.) TO 57 UNITS (MAX.) BLOCK io: 9 UNITS (MIN.) TO 27 UNITS (MAX.) BLOCK n: n UNITS (MIN.) TO 53 UNITS (MAX.) PROPOSED DENSITY: BLOCK 9: 32 UNITS BLOCK 10: 25 UNITS BLOCK n: 28 UNITS REQUIRED SPACE: Bg Bic, Bss OPEN SPACE PROVIDED: Bg Bio Bss CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS 1 TOTAL GREEN SPACE o 1 i.8ACRE5 1 o 1 2.8ACRE5 1 4.6 ACRE5 0 1 3.6ACRE5 I i.o ACRES I o.i ACRES 1 4.7 ACRE5 i.z ACRES I 8.2ACRES I i.3ACRE5 1 o 1io.7 ACRE5 CIVIC/PARK GREENWAY 1 OPEN SPACE BUFFERS TOTAL GREEN SPACE o z. ACRES I 1.2ACRES I z. ACRES I 6.2ACRES o 1 3.94ACRE5 I o.66 ACRES I o. oACRES I 4.9oACRES i.ioA(RES 18.66ACRE5 I 0.54ACRE5 1 o 1 10.3oACRE5 BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES / 4o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK 5 TO BLOCK ig FRONT SETBACK: 8' MIN. & z5' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: io' 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 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, zoi5. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF 2019. DATUM: NAVD 1988 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 (i) PHASE OR ATOTAL OF (3) SEPARATE PHASES. RECREATION: UPLAND PARK CIVIC SPACE #z i. OUTDOOR PLAZA AND MEETING AREA z. 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. 85 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. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5io03C0z80D DATED FEBRUARY 4, 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. STREETTREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 21.43 ACRES (62.0%) LOTS: 7.43 ACRES (21.5%) ROW DEDICATION: 5.7o ACRES (16.5%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 158,632 SF BUILDINGS, PATIOS/DECKS: 16o,65o SF DRIVEWAYS: 37,9i8 SF AMENITIES: n,620 SF TOTAL IMPERVIOUS AREAS: 368,820SF (8.47ACRES) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEE SHEET16. TOTAL PROPOSED UNITS: 85 TOTAL PROPOSED AFFORDABLE UNITS: 13 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 9, FINAL ROAD PLAN II lilil � lilil I I I I I I I I I I I II II I I I I I I I I I I I i I I II II II II I l i I I II II II I I I I II II I I I I I I I I I I I I II II j i I I II II II I I I I I I I I j i I I II I I I I I jJ I I Q II II I II w l l � 2 I I I W LU I _J I O� CO I I jW I I II Q I p > I I II 1 � II II II II II II II II II II ( I II II II II II II II II II II II II II lllll II II II II II II II II SUB202000082 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA /V / I > ; - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I q e ♦ \ ♦ { PROPOSEDnoo WIDE BUFF BUFFER 1 (7o'NATURAL UNDISTURBED ' q \ UNDISTURBED BUFFER ' r w 1 / 3o'PLANTED(REFORESTED BUFFER) ' � � " "' ♦\ -- ,� LL OPEN SPACE ' ` \\ EXTENSION OFARC HERAVE NUETOASHWO0D 3 BOULEVARD TO BE COMPLETED UNDER A ♦ ' \�." `/ N SEPARATE SET OF PLANS) IN ACCORDANCE y WITH THE APPROVED BROOKHILL PROFFERS qv LOT LOT LOT q \ ♦� LOT 3 4 v♦ PROPOSED GREENWAY'. OPEN SPACEq\� \ \ \ LOT - `-� � �n � � a s • � t , � � �,� _ 34 35 36 L37 OT' / LOT / 4a ' "•••: /. �.�. •• " •". \\`> q 3a LOT % ' • " • . ' , +1%T FUTURE ROAD EXTENSI 3z p poORALaNe LOT (UNDER DIFFERENT SET OF PLANS)" ♦\ I \ c4oa \ ��. rt% LOT ® - \ LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT L __J EXISTING VEGETATIVE/LANDSCAPE BUFFER ----------- GREENWAY BUFFER - -- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING -------2oa ------ EXISTING CONTOUR _W PROPOSED CONTOUR 506.71 TIC 506. 21 EP PROPOSED SPOT ELEVATION 7BC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.77 Tw 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE Oo OO QO OO 100 YR. FLOODPLAIN LOT r� LOT It Lor / Lor s "•.• \.��\ 'ti LOT i I i �� ( )� ' J��, � LOT LOT , b LOT "'`r oPEN SPACE 44 LOT < \ in LzBT o3 LOT T Imo''. LOT 45 �. oa I � I ', ill_ 55 I ''n, bROP�o \ L 6T �\\ -�•� \ �\\� \\ s - q > Fy,00 47 \ \� L LOT +�,\ �'. �� >` '"°�keogo� ` `''La7 LOT I 1 ' �� c \ .O \ > LOT LOT � @ \ z6 i ♦Or � � \ Imo. r LOT �� I I P- LOT PROPOSED GREENWAY , . �,. • \\ ice, Lo._---1�� I - -- <\/ Sa I LOT LOT ��. .� za ,'� LOT I \\,"•-'. "'. ' �.. - k I- zz OPENSPACE / .� „'\, /sj LOT LOT 'r- ".\ r-:\• \ �\ --_ ! �+ LOT ", f'o `"offRo .. % 65 �•. „` LOT�- �.'II \ / LOT 1 � LOT \ LOT � o q '�• OT III � zO Lor � LOT �7 J `\ L PROPOSED GREENWAY / / F •,'�' oPEN SPACE'` a, i v s I . LOT �\. � ® , • • •. ".� LOT q . a \ O \ d O • 7 PROPOSED GREENWAY 1 "y�/ n LOT 76 LOT sa \ 74 LOT � �' :L,S LOT LOT 69 Q e 1 Tz LOT I LOT71 / / \♦ I i OPEN SPACE O � " ' • t rr ♦ •U ( S� a\ \ SHEET LAYOUT SCALE: 1" = 100' � a0 POLO GRQUN VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title I COVER iA PROFFERS iB PROFFERS z 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 io GRADING & DRAINAGE PLAN ii GRADING & DRAINAGE PLAN Iz GRADING & DRAINAGE PLAN 13 NOTES & DETAILS 14 NOTES & DETAILS 15 ROAD & WATERLINE PROFILES 16 ROAD & WATERLINE PROFILES 17 ROAD & WATERLINE PROFILES 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES zz STORM SEWER PROFILES 23 DRAINAGE MAP 24 DRAINAGE CALCULATIONS 25 DRAINAGE CALCULATIONS 26 SIGHT DISTANCE PROFILES 27 SIGHT DISTANCE PROFILES z8 LANDSCAPING PLAN 29 LANDSCAPING PLAN 30 BOX CULVERT PLAN 3- BOX CULVERT DETAILS 35 TOTAL SHEETS 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 OFTHE ZMA201500007 CODE OF DEVELOPMENT. ARCHER AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE 25 OF THE COD TITLED "FIGURE io: CONNECTOR ROAD AND MAIN STREET CROSS SECTION" AND AS SHOWN ON THE DETAIL SHEET 13 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 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT. EUSTIS AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE z OF THE COD TITLED "FIGURE : CONNECTOR ROAD CROSS 5 9 SECTION" AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED EUSTIS AVENUE ROAD CROSS-SECTION. 3. FLORA LANE AND KOCH COURT WILL BE DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" 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 LANE AND KOCH COURT ROAD CROSS -SECTIONS. 4. FLORA COURT WILL BE DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OFTHE ZMA201500007 CODE OF DEVELOPMENT AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA COURT CROSS-SECTION. APPROVALS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATIO) HEALTH DEPARTMENT DATE SCOTT/R. 01LLINS2� Lic. No. 035791 5/6/21 �,Oi ZL z 0 p Z E J c � L J L O 0a: z ,w w L '_' L V, K L L Uj Ln Z L w L i g c 0 F V) i U i J L w [L j W L > [ w ` LY L Ln F z j w f j 0 L s z 0 U w w m - J a LU w a V) - ti w 0 0 0 0 CDC) N N N rNi OtE n N N �O 1 _ M cyi z Cn N or M J 1 Q N CD Q N O N ` > 1 w T� J T� > w LU F- O I Q NO L 1_ \ LU O U U 1 Y V) U 0 W Ul J - LU LU Z� I J U) ~� 2 F_ J LNv O W O N O w J � F w LU w a Ln JOB NO. 182150 SCALE 1 "=100' SHEET NO. 1 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 BROOKHILL 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 refered 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 and cress - section of Polo Grounds Road ( Improvements"). "Polo Grounds Road Ira ") . 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 ( ) g 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 by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure i.e. schools public safe libraries arks and transportation. For the P safety, , P P purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning 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 trty ($ ) g Y 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 Y rtY seven and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit ( , ), g 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 Housing. 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 P ( ) Project one hundred fifty 150 units or their equivalent, are required to be provided to satin this Proffer 1 ftY ( ) q q P satisfy 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 8h 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 Housing Units. All purchasers of the For -Sale Affordable Housing Units, (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 homebu ers. The Owner shall provide the Count or its designee a period of one hundred twenty Y P Y 8n P (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 unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit the P P Y PP 8 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 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 Exhibit"). Maintenance of the P Y gur , ( g ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be 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 and maintenance agreement that is acceptable to the County Prior to approval of road plans for 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 by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). 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 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 Ylg Y Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J , P g Y 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 () g g rtY ( ) Y 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 tY 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 in lieu of Constructin�Affordable Dwellin�Dwellin�. 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 annually until paid, to reflect any increase or decrease for the proceeding 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 recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be 7 333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount J $, J 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 paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash 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, (collective) referred to as the "In -kind Y Contribution"). The In -Kind Contribution amount shall be 28 336 662.00. The Itr-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 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 by the County, but in no event earlier than one year after the date of issuance of the first (1) CO issued for a dwelling within the Project, 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 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 1C (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 Spaces. 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. 8. Public High 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 an adverse impact to this designation g Y P 8n 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. CULLINSZ Lic. No. 035791,E P 1/6/21 c`j z O � a U m Z w M 0 (n 0 Z O Q in F- > z w rr \H ui li N N N N CD r1i Q N N CD CD M CD N N N O ti M C z O') Q N M J N Q CD W M o N N Q > L T� J T� J U LJJ O 01-1 Q \ U U) Y LJJ U o D J Ul - W w J w J C/) 2 J w a_- o J <o�// ( L_L OO co O N U w I O rr a LU LL. LL. O d R rr JOB NO. 182150 SCALE N/A SHEET NO. 1A W PHASE III ROADWAY IMPROVEMENTS- ' a \ PHASE II R AD A O W YIMROVEMENT 5 PHASE INTERSECTION IMPROVEMENTS Z O IMPROVEMEMENTS / O PHASE I ROADWAY IMPROVEMENTS PHASE IV INTE RSECTION ON � RrD TUTS IMPROVEME / : w / NI 0 t W e r wwwouxDS Row/ _ i E� f 1 ! WO - pDUN' TREE Rr' PHASE I INTERSECTION PHASE IV R ADWAY ' MPROVEMENTS IMPROVEMENTS 6UR BROOKHILL TRA C PHASING PLAN c , rt VpF )R 6+P.PnsFrRcf�. qSy \ � � oOoe�Ul I �, - �. \ ).\ ♦ CROSSPROPOTALK DESTR)\ EXISTINGTREEAREA &cl \ \\\ \ Q I TRAILWAYI CTq�TO PROPOSr� VOOTRD0DUT@ 9\\ CONCRETE AL :-\^ \ l" BRRD MENTS-SWM P( !0 — \\ ..PpROPOSED STgE�T�R \ \ MONG CONNE=ROi \• �� z P 5ED LLAND F AL GCONNECTOORR�A 5 a 1 (�) ) PROPOSEDP I i PATHIIIAYC E Y Y Y--c-J•--� \ N III \ I \ y. PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONS CONSTRUCT(R)NEWWESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH B75OF STORAGE EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM 50' OF STORAGETO 20C OF \ STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN OPERATION. INTERSECTION 2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (0 LEFT -TURN AND (d RIGHT -TURN LANE CONSTRUCTANEASTSOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WT Hip FEETOF STORAGE INTERSECTION 3 • CO NSTRUCTA RIGHTIIN ANCIE T / RIOI ROADWAY TANORCETOROUTE25 • CONSTRUCTANORTHB OUND RIGH TURN AN EON US 19 WITH RI, OF STORAGE. PHASE II INTERSECTION IMPROVEMENT S INTERSECTION 4 OTNORTHBOUND ROADWAY TO PROVI DE (I)LEFT TURN IANE I (TED MEDIAN T LANE RESTR• PROVIDE PAINTED LEFT -T PROVIDE WESTB OUND LEFT -TURN LANE ONA OFSTORAGE. BOULEVARD WITH IPEOFSTO AGE. _ RESTRIPE EAS TBOOACH TO FROM • BOULEVARDAPPROACHTO PROVIp (s) RIGHT -TURN LANE PHASE IV INTERSECTION IMP_ROVEMEMS INTERSECTION S CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE (x) LEFT - TURN LANE AND (.) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WITH vso' OF STORAGE WITNESS the following signature: OWNERS oo�F fTax Map Parcel 04600-00--00-018AO: By: e"f 9l / /4 �CHARLES R./31A GH�l7 By: -r"isQY..cIUl •*.sux. lYV-OLW .� IZABETH ANN OGL BY�H IJGR � Dale: %I g' rZ a 117 OWNERS of Tax Map Parcel 04600-00-00-01800: By: , CHARLES R. HAUG�USTFE By: C DOUGLAS B.0 BY, TRUSTEE Date: 5- W—/q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-001 CROCKETT CORPORATION, a Virginia corporation By: Q= .. IY. Yt�n EA�J iU C Ann O. Haugh, Its President Date: " SA tot 9 Page 9 of 10 '�/ /hq:;' ;'4/ NOTE: POLO GROUNDS ROADWAYANDL / �/ j..... SHOWN IN THIS EXHIBIT IS MRILLUSTRA FINAL DESIGNAND LANE CONFIGUMTIO / + ROADWAY IMPROVEMENTS WILL BE IN A, APPROVED TRAFFIC IMPACT ANALYSIS AI CONSTRUCTION PLANS FOR THE ROADW PROPOSED SALAMANDER CROSSING (3 TOTAL) \\` 29NVERTED RETAINING WALLOD CULVERT HEAUWALLSYSTEM � A O I ^� P SALAMANDER T N U NEL I pl! 15 THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT i • • � � //AAA', vYF11� 1Ir •� i i I HPROPOSED .- SCHOOLELEMENTARY SITE I FIGURE E: BROOKHILL SCHOOL OWNER of Tax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation By: QJAAi C9 zd64449, /— AA-LdQI AnnO. Haugh,' Its President y Date: «y V., '.2,019 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, Its President Date: %!21L 5; ao / 9 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, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-001 04600-00-00-019B 1, 04600-00-001 and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1D, IH, 6, and 8 of the Proffers that were approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector 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 g 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 b the Board of Supervisors of the County of Albemarle Virginia, that upon Y P tY r8 P consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P g, g § 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 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 uro, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup rsors ft Nay Mr. Dill Y Mr. Gallaway _ Y _ Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHH.L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, M ger By: AndrevffloFGinty, Its President Date: S 23/2o raj BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend MI'L Manager By: Alan R. Tay or, is President Date: �rW 1q 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 P Y P , 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 the remainder of funding 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 Count Board of Supervisors , Y P 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 Countolpervisors Ave Nay Mr. Dill Y _ Mr. Gallaway Y _ Ms. Mallek Y — Ms. McKeel Y — Ms. Palmer Y Mr. Randolph Y SCOTT/R. (71 L- S o H Lic. No. 035791/1 P 1/6/21 c`j Z z O a un 0 z O � (A J Q O Ln z > w \H W W N N N N CD CD CD r1i F CD C4 C4 N N N N CD in M 1 N O W J 0. 0 0 1 06 0 TI U) W LL. LL. d i U 0 m aJaJ� E`v1' i 0 0 co J ti u ~ w w i L=n JOB NO. 182150 SCALE SHEET %A o. 1B H OFF NOT SCOTT R. LLINS'Z __ LiC. No. 035791 THwO�pQ c� J PROPOSED TRAILHEAD ACCESS AREA T V-` ARb C� l PROPOSED ASHWOOD BOULEVARD CONNECTION THOR UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT - J y cJ l Z G .off o�� S s 1/6/21 '.� O 1S l « F OY R MORE INFORMATION REQUIRED BUFFER \ PPO N o LLW W z ZONAL E PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO rr. �� *,,, / c� % c] � r j CO � ACCESS THE MULTI TRAILWA \t � S 9p HwOOp o -USE / �� L`U o ;\ > FOREST LAKES Lo o ` \� NEIGHBORHOOD Z ROUTE ` ' C T < ,aw` 4J r P I SITE W x U z z z xg IMPROVEMENT T.. . • 4 BS-1 p0 r Oc Fi sP ` _ SWM FACILITY # COUNTY OF 3 ' 'MIN. NATURAL BUFFER. 3 o EMARLE c:J ROPOSED PRIMITIVE TRAIL WITH - \ V R O M RO 7<<S q0 I UI Z Z U W O V f � O V O u err r ' CONNECTION TO FOREST LAKES C N Ln -- --a, PO Q ~ o z v o 1 LOGROUN SRO J J) < o J > °o g Q `� > °� a PROPOSED B Il ' / I' ALBEMARLE COUNTY - \ RESERVED STEEP SLOPE o. At) a O Z _ a p V ., PRIMITIVE BLOCK i3 1 TRAILWAY ( (TYP.) a' 0 V z l 0 Z w m z O Q z O z o ------- TRAILS (TYP.) o' VICINITY MAP: SCALE: 1" = 2000' h� 5 o in u a u u \ 1 - _ fi DEVELOPMENT w AREA 0. o B AN COURT 3'� Z G m o O z o_ J a F- W a �, w a w Q¢ W GENERAL NOTES �" �' �` ' (TYP.) ,•, _ I 1 OWNERS: TMPo 6o0 oo-oo-oi8oa TMPo 600-oo-oo-oi8Ao tLu > w Co w W w Co w m • I / lire a•-- ' •', ` -. y {�I' k( `• I I ' - Sj (BLOCK 1S wI '(1„� '-�, /" i;, ;y, T�+S� --- _ '' /"� ` -�_ _ - HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.1. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. PARK ST SEMINOLE TRAIL Q w w Q w Q w ... s -> I p1sR /// r ,-; I 43S 2575 CHARLOTTESVILLE, VA 22go2 CHARLOTTESVILLE, VA 22902 z a a a T.M.46-288Lu HORNE LAND CORPORATION ' - " C "'" W uj w Lu _ ' `' /\ TMP o 6o0 o0 o0 of oo CROCK ETT CORPORATION S Ln w to w Ln w _' '� $OPEN J CIO HAUGH & H LVIN p � � � - i (TYP.) ,� j --�. 435 PARK ST V) '� - "(- --�-- + , t y __ " BLOCK iz - •,..� PROPOSED CIVIC SPACE- y Q\� �.� ,./_ iP� \ --� �\ CHARLOTTESVILLE, VA 22902 f7 z Z C9 z z � E BLOCK 10 e I ti _- BLOCK 1 -' a `� ' EASTERN POCKET PARK (LOCATION TO BE DETERMINED ,j �Q�'+ \ -- O ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 4555ECOND STREET SE, SUITE yoo O N w O N w O U 1 :• - EXISTING Zoo -YEAR 4 .- - -�\\\ II WITH FINAL DEVELOPMENT PLAN) .. __' V CHARLOTTESVILLE, VA 22903 w w z _- FEMA FLOOOPLAIN(TYPJ , ; _ -- I, / / "• ,X\ I\°•o,, \ __ ,'��' illy _ �� -_, PROPOSED VEHICULAR INTERCONNECTION ACCESS �/\� "" ENGINEER COLLINS ENGINEERING zoo (./) < a � z ~ z O z O z g ` _ BLOCK _`_ - PRO IVE ° CHARLOTTESVILLE, VA x2go2 E,VA 2 CHARLOTTESVILLE, z � m in p o 0 0 0 - \ ° ` _ ` -_ / T AY -" - _ r /� ` ' - - TO THE MONTGOMERY r RIDGE NEIGHBORHOOD o' MIN. NATURAL BUFFER Q f m -3 � w z w z a w N o N 0 N 0 o N N o ROUTE z n ` g \ _ � `. .' ° ° r f .X\.♦;�\ ° \y �' „J ° / ( ( ; !' o' TAXMAP&ZONING: 0 600-oo-oo-oi800 0 600-oo-oo-oiBAo 0 600-oo-oo-oi oo 4 4 4 9 i-r � o o H Q N N N M N IMPROVEMENT PATHWAY .. : � e / d � ..: � � ♦/ r' F; , .� ~=s: `--,� • , y .., Y OPEN "% / .. ' O ED SPACEcl i "�' r / O D.B. 732, PG. Ego D.B. 1333, PG. y5o D.B. 73i, PG. 690 r--i Lu O v. w J a m '_' S O f O z w O � ,� v N m N .--I C ~ — ��— - 'ii `� �� �I r� r --- CIVIC -�, =,i '�', \1; ' SPACE , , / ALBEMARLECOUNTY R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL Lu o E f BLOCK 11"� GREENWAY �'� ;,- e 1 4'r t' (TYPJ.,yy i ,0. •. / MANAGED STEEP SLOPE (TYP) y fLV - TOTAL PROJECT AREA: 04600-oo-oo-oi800 - 42.55 AC. a z a z OU 11 ROUTE29 „I >;, (TYP-) 1 '" \ / \-r` Op0 IMPROVEMENT (I " ~�" • ' -` "" 04600-oo-oo-oi8Ao - 27.29AC. g g z SWM FACILITY#2 ;_ .., ._.- - '• ;�=�<. _ e _ GREENWAY A-• ` �- � ``.: ----- (BLOCK G E$ /� \ij � 04600-00-oo-o2goo 2o7.66 AC. z C. TOTAL n5 oA o w 0 w 0 0 (ii PROPOSED So BUFFER GREEW(TYP.)AY — (T1,P) UPLAND `'+ ' `. �'°�°,0 PARK °•e° ���\\`Yi y1T°'ft c' aC2i\'O ��� PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w ¢ LL AROUND VDOT STORMWATER I MANAGEMENT POND ) "- ''' '� y., ` ?,.°� "'" EXISTING ARCHAIC WOODLANDCie •, "--, - -II ` �`, 'I. , CAMPSITE AREA TO BE PRESERVED ! " DEVELOPMENT y.. ,, AREA (TYP.) O TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2D15. z g ! C� � OCOMPILED - "�� ,. •eo • F; � _ < BLOCK 16 / `lam BOUNDARY INFORMATION WAS C BY LINCOLN SURVEYING ON MARC u H7, zoi5. p Ln M ,4:e�T' .."t ,C°..' �,�.\ DATUM: NAVD 2988 z C7 Z� O EXISTING Zoo -YEAR .r,,,e \\." TREAM BUFFER (TYP ° d k \.. FLOODPLAIN(TYP.) - i� UTILITIES: COUNTY WATER AND SEWER CV in I,�'r BLOCK O `` `" i. / 4 c''�) /J FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5ioo3Co28oD w In In m �o Iv CL PROPOSED RIGHT IN -RIGHT OU i" 4 z �� _ BLOCK 4 - \ / ' ( v DATED FEBRUARY xoo IN ADDITIDN, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s INTERSECTION IMPROVEMENTS. w SEE BROOKHILL TIAREPORT �a Z .� � _ _ TRAFFIC CIRCLE ROUNDABOUT MAY ��� / _ V I ALBEMARLE COUNTY ,'A-'"^^-->- i r--- PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢ 0 0 0 0 0 0 FOR FURTHER DETAILS: '', MAIN STREET _ BE CONSTRUCTED AT THE STEEP SLOPE -� "'-, r `^ MONTGOMERYRIDGE Q 3 �PRESERVEDBLOCKS '%;;> -, NOTES: (V 'n j BOULEVARD ENTRANCE 11 3 INTERSECTION OF MAIN STREET AND (Typ.) - r THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 - 1 / r NEIGHBORHOOD 2. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. < Z OPEN 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE N Q I SPACE , OPEN TYP. - DETERMINED WITH THE SITE PLAN PROCESS. N J (TYP.)` ' ; ram- i .a SPACE , ,,yy\ ; T/ > 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCEWITH /1� ��LL � _ (TYP.) BLOCK1 I ; - a '_'' 4y O ALBEMARLE COUNTY REQUIREMENTS- ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J \� I EXISTING PROPOSED ���.../// OR FOREST LAKES.\ / LIJ ( FLOODPLAIN (TYP.) s.: a, ROPOS E ,�� £' 4, �d S- THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN W T� T.M.ORPOR n° ( TRAILWAY ,' 2 O� O J (n CRAFTON CORPORATION � � I - _ _ I •, I BLOCK 2 DEVELOPMENT AREA O 'c� "� / G QP C�� 2 O (� THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. 7 L J Q _ I ( BOUNDARY (TYP.) i �/ f�V� c 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND Lu C /��//� - - PROPOSED NEIGHBORHOOD CENTER _ I \ IMITS OF PROPOSED REZONING SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE Z U) W J 3 - / (LOCATION TO BE DETERMINED WITH FINAL DEVELOPMENT PLAN.) -L �. BLOCK 1 ,p � _ Z L � PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. Lu J # ® — — — _ _ _ —, _ — — — � _ • ° • s ^f 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PAT F THE FEDERAL EMERGENCY MANAGEMENT NUNDA ION ELEV O L R O G G Q � U f--r O Q PROPOSED 200' BUFFER ALONG RT. x BLOCK . � � �I � —" • `�''* `" ±ACRE HISTORIC ' `-� - ,. SAFETY ACTION PLAN. W Z - � J Lu 7o' NATURAL LANDSCAPE BUFFER, & 3o'LANDSCAPE BUFFER 4 ) _ BROOKHILL PARCE L BLOCKS �.-__BLOCKS �, ' '�� ALBEMARLE COUNTY " "� ` \ LBEMAR •Y �/'�{ '-` 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 AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA- C < Ln 'J (Y Q APPROXIMATE LOCATION OF _ ' _ STEEP SLOPE {Z,,, " \ . I �' \ - -\S -�J / 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO < E J _ J J NOTE: A PROPOSED MULTI -USE PATH " HISTORIC MARKER FOR THE i� (TYP.) GREENWAY ( ) \ / ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER Q i--i IS PROPOSED BY VDOT ALONG THE •� ` ROUTE zg FRONTAGE OF THIS 4 ` BROOKHILL PROPERTY — — + � r — - (TYp,) i , _ � r ._)- / ,� : \ `� `• 1 ', '. ,� r v __ MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. � O PROPERTY. PATHWAY TO BE u _ _ — — — _ ---�,% r PROPOSED 20' BUFFER �,. + ... .% �) \ • ',, - ��,: / 1 r-- 20. CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A W LOCATED WITHIN THE VDOTR/W. '. I �, �1'i - .:.',',%7,y-; �.�'t.� j I LOCATION OF EXISTING 1' i') PEDESTRIAN ICYLE ACCESS CONNECTION. V) �If 12. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAY$ TO IDENTIFY AND Q w O �_ UNN CEMETERY TO " BLOCK 1 w� ab�:, 9 REMAIN i�A LOCK LINE fs- + MANAGEMENT FACILITIES DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. O (TYP.) NOTE: ALL STORMWATER LEGEND I �•. / BLOCK 6 ALBEMARLE COUNTY �� ' AND EROSION CONTROL MEASURES SHALL BE ' �, s LOCATED OUTSIDE 0 -THE PRESERVED SLOPES. GREENWAY PRESERVED SLOPES I^ Q U) J C) BLOCK 8 PRESERVED STEEP SLOPE ROPERTY BOUNDARY (TYP.) Z 1L Z Lu 1 NOTE: AREA WITHIN THE 2oo'BUFFER O ) _ / (TYP.) , ,' ` - - ,/ 4• ,, BLOCK r " ''•, • • ��( % ^. .° VEGETATIVE BUFFER MANAGED SLOPES ® 0 O Q Q w AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN i % V. L O EXISTINGioo-YEAR., ;� O ... \, " - -may - - -. ®OPEN SPACE A 1ce I V J ACCORDANCE WITH THEPLACES2g FORESTED BUFFER REQUIREMENTS ��„ ,' ' ; EXI f DEVELOPMENT FLOODPLAIN (TYP.) ° Y` -' ING BROOKHILL AREA (TYp-) ',. I OF 2 TH CENTURY - '' SE TO REMAIN ," ,�� •••.,,•� -"`°,e•••• ..., -- - --�••. WITH HOA APPROVAL, A 20' MULThUSE PATH �N SHALL BE EXTENDED TO THE ENTRANCE OF r GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J ~ U) �1 ~� CL Q M N NTS OF BROOKHILL \ MONTGOMERY RIDGE. THE HOA WILL NEED-'J �3 TO APPROVE THE TRAIL AND EXECUTE ALL BLOCKS DEVELOPMENTAREA j' ' BOUNDARY / y'" EASEMENT DOCUMENTS ALLOWING THE _ _ O �� ENCOMPASSING THENTSOKHILL PARCEL WITHIN & THE � HISTORIC HOUSE & THE i9TH CENTURY COMPONENTS OF EXISTING <_ - Y ,- � ♦ � (TYP.) ', (Z\, �• -•" - ` CONSTRUCTION OF THE MULTI -USE PATH �1 BROOKHILL Lu Zoo -YEAR FEMA FLOODPLAIN - .-.- wHOA �— -1'PR PROPERTY. j O (TYPJ ° o " OPEN 'PROPOSE 20' PAVED SPACE - "'' MULTI -PURPOSE 20 ' MULTI USE PATH TO BE CONSTRUCTED ALONG ij PRIMITIVE TRAILWAY O � (Y O/'� ° - -IL', r yP) �, _ /' T - , �: > THE NORTH SIDE OF POLO GROUNDS ROAD O Ofn Ur.. -.. • gpartment - PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL � Q (D olV .•'. F d IMPROVED INTERSECTION - ; '. `�'- _ ROPOSED PEDESTRIAN TUNNEL .% Ap fOVEC _ Supen/IBOTS LOCATION TO BE COORDINATED WITH TRANSIT SERVICE AND STOPLIGHT. REPORT SEE BFORFU F , I r 5 ' e0< ° I I Yi�si4s #f p�� " POLO '—__ PROPOSED IMPROVEMENT TO FORK Oi1"CN R\VER S p1P Da 0000 EXISTING Zoo YR FLOODPLAIN O (%J JUNE 15, 2015 ` STgT,cn'. NDgRO POLO GROUNDS ROAD FOR R\vPN + ' r17 r, THEIRDETAILS 643(DQ AO(So) TURNLANES- SEETHEPOLO -•-••- STREAMS 48.Z0 8�263) ___�--- GROUNDSROADWAY annex LOCATION OF HISTORIC RESOURCE TO BE PRESERVED J IMPROVEMENT PLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG O PROPOSED LOCATION OF CIVIC SPACE r H GRAPHIC SCALE GALE F FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGROUNDSROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- zoo o zoo 400 800 io' MULTI -USE PATH If — w 0 w _ SEE PROFFERS FOR FURTHER DETAILS \ PROPOSED LOCATION OF HISTORIC MARKER o- u) JOB NO. 182150 _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. 46 - i8C \ CROCKETCORPORATION ( IN FEET) SHEET 1 OF 1 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN& TRAFFIC TIA. 1 inch = 200 ft. /'� PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 c Ol N � N laaa N H m N Ma mm� tpp yyt it II I I 0 li 3 W J O1a > LL o / / i HjRNR/ AY \ \ 1'J / �Fp2 /" \ \ \ �,- Fed �\ �gRO ---- / /NH -- , ;l j \ _ \ �;/ \`, J 9AO / HWOpp ---------- -- ij - -- SCOTT R LIN` w \ I b u 1 1 1 �-- -�---'------� J I= -- 'LL�------JJ \ I C BLOCK 13 / I BLOCK -1 I �� ,�I � I 15 ' \\ I , �A�YAN CO�UR�I r � Lic. No. 035791 C I \ I I 1.10% 1/6/21 _ 1 I tSt I o I / ,� \_ Z Z f a- i U m° W Z:) Kp 000 - ` U/� ♦ / \ 1 , --- - SDP202oo00o8 ,� \-'�� \I\ II �� //♦�♦�I �� __ p Q'� / ����r W l 1 INITIAL SITE PLAN 1 I / / APPROVED - 03/06/2ozo \ ♦ / 11 \ 1 SDP202o00082 \ /♦ / • �`/ `I�//-/ / FINSITE �AN . �/ �% ♦ / P�_- ��� � V ,-, <-Y BLOCK 12 ♦� BLOCK 18 L� y♦�� v v BLOCK 14 r + LOCK e p e BLOCK 11 e ^� ♦ \ / \ e ' G _ e♦♦ / / / /' / ` /� \ ° ° ' BLOCK 16 Gift \ X.0 000000 SCSPzoig0005o r ♦ � .000 �� \ ., \ Till� FINAL SITE PLAN I APPROVED 121 2o1B \ °o° / / 1° BLOCK 4C r- I r ROAD PLAN I I SUB2017-0011 7 BLOCK 3 , ` BLOCKI I ����000� 1 / a f \ \ \ \ \ I I r o BLOCK 2 000 \ I SDP201900078 �::��.._:. o I o \\ BLOCK 17 INITIAL SITE PLAN APPROVED - oz/21/2020 BLO K A I I SDP202000035 ROAD PLAN BL FINAL SITE PLAN SU132oi8-oo115 ( �- O �O S� 2o18000 0 I o v �I ��4 FINAL SITE PLAN I INITIAL SITE PLAN APPROVED I I B K APPROVED - o6/08/2o18 8 1z/17/zo18 SDP2o1800049 e ° °e o° ' IN 5 E PL °e71 i 000 e \ I _ oP i \o ,o o �/ BLOCK AREA SUMMARY 0 0 rl BLOCK 19 1 BLOCK 6 -0. °I o f 1 I ♦� BLOCK 7 i C ♦ e ` - 7 C 201 00054 A INITIAL SITE PLAN APPROVED - 09/07/2018 / \ SDP201900015 00 I A ° �i. / 000000 SqR uN . ',j........ ................................ ��ERT.643 tSROAL)(50)..... (481,P•.............� 263) +blot. t; t I PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT ull _ - • • (APPROVED INITIAL SITE PLANS) • ........ -- PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) 200 GRAPHIC SCALE ( IN FEET ) 1 inch = 200 ft. Block Land Use District Area Per Brookldll COD (AC) Proposed Area (AC) Development Area (Roads, Lots Buildings, Parking lots) Per COD (AC) Proposed Development Area (AC) Greenspace/Amenities (ac) Civic / Parks Required Civic / Parks Proposed Greemray Required Greennuy Proposed Open Space Required Open Space Provided Buffers Require Butlers Provided Total Greenspace Required Total Greenspace Proposed 1 Neighborhood Service Center 12 12 0 0 0 0 0 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 3A Urban Density 3.3 3B Urban Density 1.8 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 4A Urban Density 9.98 1 7.17 0.86 0 0 1.43 2.29 413 Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 4C Urban Density 6.58 - 2.31 1.46 0.85 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 7 Neighborhood Density 17.7 11.9 0 1 2.9 4.7 1.1 8.7 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 1 13.1 12.96 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 8B Neighborhood Density 17.36 1 7.4 0 4.04 2.76 2.18 8.98 9 Neighborhood Density 9.6 6.8 0 0 1.8 2.47 0 0.95 2.8 2.49 4.6 5.91 10 Neighborhood Density 4.6 3.4 0 0 3.6 3.94 1 0.92 0.1 0.3 4.7 5.16 11 Neighborhood Density 5.7 3.2 1.2 1.1 8.2 8.66 1.3 0.54 0 0 10.7 10.3 12 Neighborhood Density 6.7 5.7 0 3.2 1 1 0 4.2 13 Neighborhood Density 11.7 9.7 1 0 1.4 1.1 0.9 3.4 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 16 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 17 NeighborhoodDensdy 15.8 11.8 0 3.3 3.8 0.2 7.3 18 NeighborhoodDensity 34.4 27.3 0.7 4.4 3.8 2.6 11.5 19 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 Total 223.9 168.8 10.3 53.6 28.8 16.0 108.7 O O O O N N N tV .�-1 N N N CD N + N N CD Cn N IrN CD wN N w > w H w w tL a � JOB NO. 182150 SCALE 1 "=200' SHEET NO. 3 \\ \ \ / / / / A I�1 I- \ l"'\It I r� ) �I;' IIII/ ��\ ;�\\ \ \ \ \ \\—..�,.G.G,.� f I \ URT - III L v� v�� II I' TP\VA A Y�� o o do Co //// / / // / SWOO C ��_ +H �I Iv \ u I v -- /////�� /1 RAV N I \ v ` II vI // P� v \ VAA V (AWN i2\\ \ , ALBEMAT Ll / // / / / 'I / - VAV VAA I I II`ACitE ��\� \ v�////// /// / " VA /, /I I � v_ v 11I � ��� � �v I I y vv �/ vvv v v v I � ti�l I _ _- v \ V A11 jj , 11IZONIN \p \\ vA - - / / // // / / /h� \ I � ( I I - - -, zZ: _ \ V A\IIIII � I III I' II II�'I�I �' � \�% /"\ v ///// , / ! ti I �/ �/ TMP: o 00 00 000To _ _ _ _ 0 SCOTT�R. CDLLINS� y 1 �B/ G: I 4 I I I - v \ / / ! \ I � l 1 v � �_- L� Lic. No. 035791,'n �/ I I VAvAvVAvvv -�/ /////z/J 1 IV l II / I I .� /� +( � - I' I �I \ V AV�\ - - / / / / J 1 I IIII III A \ �rl IV I OWNER: FOR AKESCOMMUNITY - / / JIII I \ 1 \\ / I ASSOCI ON INC I / \ - J - - ` ; \ A 1/6/21 �� / \ \ \\ \\ \ - %/ / / / // / / \\ \ I ACREAGE: izAC \ - - - �`\\\ - O / / IIIil� \\ \� / i // I I /-, 4. tv / \\\�\ \ \- /i / / / I I 1 IX \ 4 I " ZONING: PUD - - \ , \ \ - \ -�\\\ �Ssr� \ / / I �J I' V /ll JIt'1 f'fi1 '' �I� vvv,Avy %/ / / / V I �- � _ �� >> i 0448- v - a - / - - - -- v v, / / /1I I /UI IVvv �v / /// IIII (I \_ - - // a-/�� vv \ -- D�/PG: i jg/4�73 V AVA\ �VwVAv ITS= // / �- v� ��vwv v 3 4�+ �/ \ 1 .I / � - \ � v �� / _ I I I A __ / A v V A Vv (\ / v- —w— v \vvv v / //I 1+ /II j III // A / c � ) ) IIII ^�I - I 1 1 ? )� - v ,v_ � - —�A � / / I I I I I I I II: _ : A , � — / . / ) II I / ! / / /� I IIII A ------ / � / / --- � -/ - � �- -� / / / I ' - -_ � � v vv - v ---- - - - - —� �� --� --- '= �- L-�1---- ---- �- �- - vv v \ -- ------ - / l y--t t t r - - v v vl/ // (��I II II L \III \ V A \ \ f �I I I =� _lam v ��, I III'." = � I v / // // / / / / / // � i rl / nl 1 / �- �ti�� v� �; w 111I'v. v, \V AV vA // / / I \� v / / // / / / l II J n I .� ."�\AV A A v // / h 1 \ V / / //� / / /l/ll/ll I ` vv/ 1 / / / / / / / -\ \// 4 l \\\ \ \ \ / / I \ i , i, i, -- --I �\`\ \' \ \ \ / / \ \ \ \ \ 11 \ \ l 1 \\ sy,� / I: II /, ill I I 1 .�V // � IIIa V �.A� \� V A V / "GENERAL NOTES: hI I v v —v I vI v v� v // ////// 11 vv v - — v' r v\vvvI o „vvy v I —— _ I ', I 'a ° � v� - <. \ � ,�- I \ 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID I V � O v I v / � I I III 447 3� 39 v 1 �� ,V � =s v \ � ��v � /// // IIII 1 V A V \ ) < / v I I )/fVI � \\ \ v I I / --� �e wv � e / I - `_* v. i - A -- V A A A �,� � // / / , I A \ / 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM / n / I I I A \ \ V / / Q� w- v �/ � �I III 1 M A A / / - I V A � � / / / Ov - °� 1 I I \�. A-\ � ti � ,I v v v I I / / // A \ V / BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE / � - V A VA v \ I I �I /I' vvvv F I // I �I \ 1 \ v -,� � /� II 1 //I II IIII \ \ I I � � vvv �/ - '�� �I 'i" v� v v \ v v /// I A \ SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED / I A \A \A V Av \ I 1 \ \ 1 / �) A �Vv ��Q - v v v v ` - ' UPSTREAM OF THE PROPERTY. /1 1 I V \ V I / / \ \ vvv vvv a; " V\ C; �� 's �\v� A/// 111 I I I V AI A �I hI l v �\ l vv v ' I', v vA vvA V� V 1' 'A -�, �" \�;A wv _A v ,, - - / / \ 111 I V A 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. / I I I 1 - A \\ \ \ V I I II �J V A VA vv v z f - - _ \ \ 1 1 \ \ \ I \ 1 \\ \ \ \\\ \ _ _ - - // I \ � � I 3. BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL ) I JII + \ \ \ / I I I I I I I / / \ \ \ �\'�\ ~ \ \ o r - - \ \ \ \ \ I I \ � . " - / EXISTING SANITARY SEWER AND INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF ' \ / - _\ i_l III \ \ \ \ \ \ / I I � I / / ) \ \ / / 1 J / \ \ - _ - \ / I II \ / a r \I \ EXISTING STREAM \ \ - - - - - - / , I I I 1 \ ?o' SANITARY SEWER EASEMENT \ I + 111jn 11 \ \ \ \\ \ / I I I ( ( l \ / /// ( I / ( / ,w � - I y / / i I \ \ \ UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS �I \ \ ( I I I I I II, I / / ( I / Vl � I d / // / II Imo•'; — \ \ \ \ r 1 / \\\ \ \ 9J ( - - - \ I I I / / / / // / \ \ 1 \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE ) I \ II � / 1 ` In CO `1 \ III / / /// ////�/`�� \ �� 54s°3,, j1 �\ ) \ \ \ I \h ,\ \\ \\ \\\ J III �/ \\ Z w = — ll a\ 1 I 11 I / / / / / / - \" °863°E - - - -' / , I \ \ _ CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION I I __ \ I I 1II111 (\ \ l \ \ - / / l I I I I I I 0 Ln ° l\ ` \ \"\ \ a j°' - '\ I IIII / \ \\ BLOCK i3 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY II \ IIIh ` 1 \ \ \ \ \\ \ \ / I b / \` O o _ - \II m °' \ II I I / \ \ M \ ' :, \ \ \jl� I SEWER, STORM SEWER, AND WATER -SERVICE PIPING; _ _ \\ \ \��l I I I I III \ \ \ \ \ / i / \ �...� \IIIII I I 3 \�;\\I\\ \ I II � V \\ �.\ - 11 1, \ \ \ `_ / / \ { \ \'� I� / \\\ \\ / /// I I I > � I o A \ V\ V I - ` -- v A v�\ 'v- �` i-�' �" / k' I VA V V A A A UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE I I I I I I V A \� \ // } l / � w I \ I r o \ I - � - \ - ��\ �\ \ - �\ \- , �!, • ` �. . -t i k' \, r I 1 \ \ \ `- CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED \ �I I / \\ \ \ \ \\ \ \ \ \ - / / / / / / / \ ` VI III Av V'A: VAA\— -� >���vv 1 �v ��� v,v vVv� -` VV II vv �// // >Y"- - •' /^ \ TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES I \ \ U IIII I ( \ \\ \\ \ \ \ \ / / / / H _ III \ \ \\I\ \ \\\\\-- � �\ \ \ z=_ _ - r_ EXISTING WETLANDS(TY_P.)----- I \\ \ \ \ \ \ 41y , \ IIIIII \ \ \I \ \ - + - \ \ \ \, � — ��T _ ., 1 =" : \ SERVING THE PROJECT SITE. \\ \ q \ \ \ \ \ \ f / / / MV I `` ` \ \ \ - \\\ \ �`�'=�� ^� \'\�-T \ \ \ 4. CONTRACTOR SHALL VERIFY SIZE, TYPE &LOCATION OF EXISTING ``\ Y`� "IIII �\ \\\ \ \ \ \ \ \ \ - /Y� j / ' / Is I \ \ IIIII I I I \\i \ i\ \Lu - \ \ \ \ y 1 ti� \" , \ - \\ \ \ \ l WATER LINES ON THE SITE. \ \ \\ II I T�[1ill �\. \.� Y� o0 o do Co_ / / / / / / - - ,y IIIII II \ \I \,_- �, - \ \\-, \ �. �1 �� \ I\\\\ \ \ '\ \ \ / ;I \ \\ •I I I� I 1 Q \� / %// // // ` \ li \ -,�-_ \ \ \\ 1"�,-- \� , \ \" •." \, \ \ \ / / / I I \ � 11 \ \ \I LAWN R: C ALBEII / IIII I I \ \ \ 1 \ o- - - \\ \ \\ \ > �,� \\� \� " . - • ' \\ \ \ \ _ / J \ \ I 1 \ \ I C EAGE: \ / / // // / \IIIIIIII \ \ I\ \ _� \ \\ \\\ \��\�\�\� � �ti�•� �< � �\ \\\\\\\ _\`\ _ III / \III 11 I IN "\ I'I)�(� -� \\ / //�// �l \\ \\ \ \ IIIII IIIII �\\\� -- - / / �/ I \ \\\ \ \ \ yy _ III \ I_ \ \ _ `� �\ \� ��� sz \\ \ \ \//I /// // 1 \\\\�\\\1�1111 \\ \1 \ ( ONIN1F\\\\� -//// / / /4\\\\ly� \ �\ �- - / / \ \ II II �� �\ // //// \ / al IIII Q \I \\ \ \ ► \\\ \ \�\ o,\,- \ \ / / I II / �/ I I \ II I II 1(1 \\\� � \_;-/// /// III I/ / III II �v \ v --_- -v mowvv v v I / / // 1 r IIIII I II \I \ \\ \\\1 -_-- -- \ \ \ s„ - - - \ / / / iI I / / I I ( 1 III I I j' II 1 1 \\�\ - / / IIIIII \� t J II \ - \ \ \ \ \ \ \ \`g �� \ \\\� . 1 ,, F � � - \ \ \ \ \ / \ I \ / ! I I J 1 I: I )1� 11 \ \\� \ - / / x � / 1 I IIIIIII J = II " III I I— 70' UNDISTURBED \� \\ \\I'°\ - \ \ \ \' \ ��' �` �� `'° � I \ \ \ - l / / ) U ( I / I \ \ \ \\ \\ /i / / / // / \ \ _ _ \ \ \� �':. 6 \ - \ �\ - \ I\ \ I1\ \ / / I l \\\\ '\\\\\\\ �„ ,- // /jI Ilj\ �1 TMP: 0 600-00-oo-oi8Bo / II IIIII 0 H I I BUFFER AREA \ \ \ 1 - - - - \\ a' - \\ \ \ - - - - ' / I I / / ^ l \ \ \ \ l I \ \ \� \\\\ \\ \'- - / / / / \ V I I \ OWNER: HORNELANDCORPORATION -/ IIIIIII Z II I' l - I - - - \ \\\ \\� \ \ i "- ----\\ ill � \ \a\�\` \ \ \ \\ \\ -\ \ I / j T / /-/ I I 1 \ \\ \\ 1 1 I / / ///I flll{ 11�1 IIII \ 1\ \� \\\\\\\--' j / / / I I II I ,- \ I \ / Jlll II - III ] A A VA VA v v- � PROPOSED A \\\ v vvv A - � — 3) 1$ / ( \ 11 \\\V / //I I.I /Ill I Ill V v vvv \ / \\ \- / / \ I rt�- - z w 2 , g :0, a : Ln ; Q1 I � I w 1 a 0 I w i I IV) I I ACREAGE: g6.43AC -- IIIIIIII w II I 1 _ \ \ \ \ \ \ \\ \�\- '�� \GREENWAY,TYP. \ \ C\\\, ''.' ' - - , \ \ \\\\\ ---- - / \ \ \\ \� \\\\ / / / 1 h ! 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FUTURE PUBLIC GREENWAY TO BE - - NOTE: 30' PORTION OFTHE ROUTE 29 BUFFER MAY BE DISTURBED FOR GRADING WITHIN e DEDICATED TO ALBEMARLE COUNTY - ! NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM / T7 � E AT TIME OF FINAL SUBDIVISION PLAT r THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. — — _ THE DEVELOPMENT, AND SHALL BE REPLANTED WITH A MIXTURE OF DECIDUOUS AND PROPOSED WALL EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING. � PER PROFFER #2 OF ZMA2oi8000ii/ - - � � // / /' (MAX. HT. = 6,)/ / / - - - / ,/ / / ROU E zg BU FER — N 3:1 SHALL BE PLANTED WITH NATIVE STEEP 3�� 30' 3B' 38� 16' 14' / / / 30' PLANTED/R FORESTED BUFFER 30' -' ��% / ioo' WIDE BUFFER ALONG ROUTE NOTE• SLOPES GREATER THA , E - - - io' R AR SETBACK (TYP. _ / z T SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A j ��, y'.� /i E - - - - - - - - -) r - - - - - - - - - 3 xo L-1171111 � �/ O SCREEN THE DEVELOPMENT. , —T - - k3 3° SEE NOTE, THIS SHEET. RATE OF 6o LBS. PER ACR OR 1 LB PER 1 00o SF. , Lic. No. 035791,E 5/6/21 ¢�'41 i o m (i8'Xzo' MIN.) s Q my s \ FUTURE 5' CONCRETE SIDEWALK c 0 0 o N .. .. / LOT aq \ n / LOT _ ; LOT � �- I LOT 6 / %! N N N O N N \ :• 3 R I m / LOT LOT Q o-m .. 0 LOT j i8 as t dt, w m LOT 11 p0 COI % _ _ UTURE4 BIKELANE e I DI LOT 1z 10 9 d a\ \ 13 I O O 8 PROPOSED LANDSCAPE & ' a B9cFc9 h 4 LL ° O MAINTENANCE EASEMENT : i / PROPOSED GRASS �_ --- LOT ma rTA�9 zs/y Iv °+ I 1 �0 7 SWMACCESS PATH \ �\ a I — \ 17 yoo wq ° ROPOSED 6' PLANTING STRIP I —/ — — — — \ s� F\ / I I I PROPOSED CG-21 ENTRANCE (TYP.)— ROPOSED 5' CONCRETE SIDEWALK I I / / / / o STREET SIGN (TYPJ g F R PROPOSED WALL LOT " / I STOP SIGN (TYP.) SC P _ _ — _ i PROPOSED CG-6 CURB (TYP.) / / o' L N 9• - _ �SpG p15� NEE=335' AVENUE BLVD. e (MAX. = 6' i6 s a°a < / PROPOSED CG 6 CURB (TYP. / / ( ) - - - - - - - - pRCl1E TO AS" r ) ) PROPOSED CG-i2 TYPJ ROPOSED CG-12 (TYP. _ +!� // ON PROPOSED 5' BIKE LANE o' ?B. s z5 es - y4 - _ : ; . • . n r��' TURE ROAD ��iTEpUBL C RIW ^ /(15) PROPOSED PARKING SPACES (8'Wxzo'L) / �o fi$ ti`' / - _�s ° .-h .. ; : _ FU 77 a LOT PROPOSED SIGHT DISTANCE EASEMENT' ' �' 0, °J \ �5 + : y1+5o.3 :' • : : • . '. ,53+° / N Il _ END OF ARCHER AVENUE ROAD CONSTRUCTION \ \ P � \ SED5 CONCRETE SIDEWALK PNOS Pp O SPEED LIMIT (TYP. DISTANCE D NEAREST INTERSECTION=4go E T.' Sz+oo 52 e FUTURE PUBLIC GREENWAY TO BE '/// 20\ �'50+00 59+So 51+00 51+50 �� P`10E'335 e ��t t tFt` et NOTE: ARCHER AVENL DEDICATED TO ALBEMARLE COUNTY + o �' \5 E 77 RI 49 5 f� 15\GN"C O - - F w SHALL BE COMPLET E AT TIME OF FINAL SUBDIVISION PLAT, C / / $� as _ _ �F/� E F WITH E PER PROFFER #2OFZMA2o 8000u Ep"FI 49+0i 5�' - E Lu E 23 X CEo33 PROPOSED CG 12 PROPOSED TYPE III BARRICADE& END OF ROAD SIGNAGE e E/ -� *� e RCNEpP��ENRI� OPO _ PN ) oPER VIRGINIA WORK AREA PROTECTION MANUAL PROPOSED 6'PLANTING TIP \SLPciO PROPODYE EXISTINGSTREA95°GRAS RBTPo i5 5 k�F(L/UN F / ) e E ch PR Q'I I PUBa+O° 600 / 6 E/FIE - - e a _/ 15!!IP _90' - F F E r Ftk E k- PROPOSED CG-2 CURB (TYP. 4 / - - - - - E + /i i' -- E 6 T G STRIP E E E E HT DISTA = - ROPOSED CG a ENTRANCE (TYP.) FUTURE 'PLAN IN P E J � w DS APE _ _ — - PROPOSED CG-22 (TYP.) z4' F/C-F/C _ e e E E E e / / _ i- i I k I/�� - F STOP SIGN (TYP.) I E E J BUFFER 30,' — 6i' _ \ I p -� ' ^ �� E F E E k F E / _ __ _ TYP.) STREET -SIGN (TYP. / g' R _R/ E f r. _ _ _ / ea' so' REAR SETBAC ( I I ' a ✓ LOT I PROPOSED WALL; _� _ E a F E F U E TY s �a. �.. _ y - _ - / o (MAX. HT. = 6') - - - _ - E LIMITS OF GREENWAY. - E - _ - SPEED LIMIT (TYP. + t. i 33 ! F E _�_ _ _ -k FUTURE PUBLIC GREENWAY TO BE / Q/ „.. .. e \ 0 �� DEDICATED TO ALBEMARLE COUNTY PROPOSED SIGHT I I F k1 / ROPOSED 4' BIKELANE\ /moo �I p E 1`� AT TIME OF FINAL SUBDIVISION PLAT, E o E / PROPOSED - DISTANCE EASEMENT ry zo' E/p_ o; I p °3 a PER PROFFER #2 OF ZMAzaz8aooii LOT LINE (TYP. i \ \ \ - (n E/P m.- p > I PROPOSED WALL EF \ e e ) LOT p. F - - PROPOSED SIGHT.. I —fl-- \ LOT k� b I p MAINTENANCE EASEMENT / tiro DISTANCE EASEMENT \ _ m mmm p LOT lY 7 E LOT 56 _ 57 � � �p a 0 / PROPOSED LANDSCAPE & o /\ 34 Jm I E. .k E E. X / _ \ s. 55 f F e eE e¢ / MAINTENANCE EASEMENT E E -. k _ t .i + ROPOSEDCG-6 CURB (TYP.) - s.. s NO PARKING SIGN (TYP.) q LWn )� �q;- E' �. E I t. . k. F �/.� g C�%i vFp r nAX.FROI�T \� N //OPEN SPACE-* p LOT Lrok JLo e h 'e.E.ek .e. ✓/ e �/ 35 54 s E 0 I . FROM / PROPOSED CG-6 CURB TYP. / GARAGE `SETBACK(TYP-Y /. pp.. is - z8'MI 'iYP.I--- --� �� --- 9p -1 .� k. �_ ...E - --:� ��'. ROPOSED CG-iz (TYP.) LOT s \ SETBACK ( 14h / q e I / / \ 30 1 + r q LOT �. E XISTING WETLANDS (TYP.) - W I PROPOSED CG-gD ENTRANCE / 53 / ROPOSED CG-u ENTRANCE (TYP.) > 2e' — N h� : PROPOSED GARAGE (TYP.) —. Lu \ � /PROPOSED GARAGE (TYP.) r8°a > \ STREET SIGN (TYP.) ..'i, I— ti 18 X2o MIN. b k. k k F e /i � z In ` 'o WM FACILITY ta- / // x v io E E \\� k I/1/ / LOT � � tik iz+ N � / j_ ! a _ 3 r �'j / � � � e F. 00e // So ...: PROPOSED 5' CONCRETE SIDEWALK \. ROPOSED CONCRETE SIDEWALK SZ , / j y2+o , 5' /' ' ' , ... L .•; -,! q LOT �. k �. E. � � � F. / f EXISTING TREELINE (TYP.) � o ` / g�@m LC�P� / ROPOSED 6' PLANTING STRIP l I E E E E. A �\ ROPOSED 'BIKE LANE , / f� ; . P v�\cg\ 'MR l ROPOSED CG-6,CURB (TYP.) r LLI V. i �p. �' �.J�J� \:: 4 \ / LOT o :.. �0 �\\� STOP SIGN (TYP.) \ \ I �. E E y xc,°FQo`?QJ / S� �/ PROPOSED 6' PLANTING STRIPpRO / E /pFs� I k E F e �. f / a o FTC / e k OPEN SPACE / f a PROPOSED CG-12 (TYP,) o Pie' \ a° gq t . E / PROPOSEDS CONCRETE SIDEWALK M ;. \ E ?ZOO F \ ! PROPOSED DRIVEWAY (TYP.) \ �� (5) PROPOSED E y rc\Q, g�a / , PROPOSED GARAGE (TYP.) Q E Q a.�Q L PROPOSED SIGHT ARKING SPACES Q 4� z4x _ I�� P: I E F . f CC I G 3y� 5' SIDE _ - - DISTANCE EASEMENT ;(8'Wxzo'L)i8'Xzo' MIN. �ETBACK(TY`p.) LOT \Fl\ -lib - - `..�.... ..,;. e / - - .E. - � o° OPEN. I�. Q 0 '�'f ' 8 � 1 \ 4 ROPOSED 6' PLANTING STRIPLF -- -- *} / •.yy OQ / Q' 3 ROPOSED GREENWAY TYP. �:- 1�- - L.. H..-. ::/ �r/.';'.0. Q�✓ -O 14x� /. �� .®®. t°3 r F. - E.. (. ) G; •;� _ �1- % . 1v \ OBE � Ik �,, \ � LOT � M RiW yv/ ✓ � ®. /- � � e k e � ;� f 5 UNTY f\ so / ° ---N -r_ c°� z6' /P.E/p Lo IV LOT : / LIMITS OF GREENWAY. PLAT, G \ „ 30 �/C F r / Pc yy, .. s / r FUTURE PUBLIC GREENWAY TO BE �. I :�'--�.7 /C I ,i .l•�L? ... Rom, NO PARKING1.-SIGN (TYP.) `r.... 39 : .l .&. DEDICATED TO ALBEMARLE COUNTY , Q N N CN M O O .� N N to to v w n In ti M L "' CA N cy) ! N O w Cn N N W> Lu J 07 LLI ur u U W ' Lu ul z LU w U) Lu 0 O O N u W J F O w a U)) JOB NO. 182150 SCALE 1"=30' SHEET NO. 5 e k k e i k I\ � � ,2k ° �'o : + n� 1 . ,1 f/: / :.- - � O' ,,. LOT k k ! ° �\ �I ATCHLINE - SEE SHEE k k/ raw\ LOT ! =� �\ " . - 5 /�, 41 PROPOSED S'�CONCRETE SIDEWALK \ �f cq �j A ! : <\ 48 l--- a •'` \ /.Cr ®® �° / / k .�. k k.. k' k k X k \ PROPOSED y' BIKE LANE 6ro.. •31 i .1A \ \ \ rd _ _LOTSTOPSIGN(TYP. �` 14 42 �pA C. (o � 0 OPEN SPACE 1ppF`.FQ9`'QJO� i @® prr° \ \..� POSED q' BIKE LANE / i��19 O R9 / . �o m®rs \ \ \ /` y� k PROPOSED WALL. k LOT \ (MAX. HT.=y) °o . xry• m?r a \, PROPOSED GARAGE (TYP.) 18'xzo MIN LOT LOTPROPOSED WALL k k / / k MAINTENANCE EASEMENT k. 85 \ STOP SIGN (TYP. 44 k. .�. k PROPOSED CG-gD ENTRANCE (TYP.) PROPERTY BOUNDARY (TYP.) k P k k / f80o�0@:. \ :o%� ✓ / / k E k. x° STREETSIGN(TYP.) ua / / k k. kLIMITSOFGREENWAY. k / LOT PROPOSEDCG(TYP. LOT T /y1 / °o a° k . FUTURE PUBLIC GREENWAY TO BE k /o / d \ \�S° oy_ i 45 / i k. k E. F k - l EDICATED TO ALBEMARLE COUNTY k k / / ss• : 84�.^,/ /-11ENTRA�NAT TIME OF FINAL SUBDIVISION PLAT PROPOSED SCG '\\\ ®rLOT PER PROFFER #2 OF ZMA2oi8000PROPOSED S'CONCRETE SIDEWALK' kE k LOT ROPOSED CG-u ENTRANCE (TYP.) kk E. STOP SIGN( LOT83 k k k k \ 4�.k.k k_ k k F. k /k ✓ , s0® ti o' uA� 15 R �kx yo, \ 47 / k. LIMITS OF GREENWAY. k k k/ SPEED LIMIT SIGN (TYP. o x k k/ k �.' •, o \ >rb` \\ k k .� � E FUTURE PUBLIC GREENWAY TO ALBEMARLE COUNTY k k f LOT PROPOSED 6' PLANTING IP / \ k. k E . AT TIME OF FINAL SUBDIVISION PLAT,..k /ha" 3R iC� ai \\\ ss\ / E . E PER PROFFER #2 OF ZMA201800022 k 82.: d'.'.'y� y% /( \ \ .- / : k. k_k k_ . e PROPOSED PARKING SPACE (8'Wx2o'L ND OF EUSTIS AVENUE ROAD CONSTRUCTION Wo PROPOSED TYPE III BARRICADE END OF ROAD SIGNAGE IR pT ro / \ PER VIRGINIA WORK AREA PROTECTION MANUAL k F / \ LOT �a; z� \ \ \ \ E k.. e EXISTING STREAM j x PROPOSED CG 6 CURB (TYP.) E k k / k \ k 96 / \ k k k k k � .°) _\S \ J`\ .K. .k k. k k./k k. k � , NO PARKING SIGN(TYP. PROPOSED CG-9D ENTRANCE TYP.)\ �cT\�9 S� LOT :. \(. \G, .9\ k k\ .k k. '-,k k. .,. k.k.,..r `:/ max y�R /. :// �f 58 LOT \ \ / Q / - • / f \J \ > �� \ / UTURE 6' PLANTING STRIP 80. f.e.\CF' PROPOSED PARKING SPACE (8 Wx2o 3�` ro" �J ��/ LOT j \ P� �� k UTURE 5' CONCRETE SIDEWALK LOT a°6, f� /.ice .�p� �f �0a 59 / �� \\ ✓, G�Gs� k k j k � "r, k k I k k k / o / d /\.. P�-p .�� �,f d zos, qpS k k k k k k k k/ 79 d ` ac o o d /I \ G 9 9 \ k / k F c zn x M /� d O G FUTURE BIKE LANE d LOT k I k k PROPOSED LOT LINE TYP. � /ry � '° y k k k k (TYP.Q, �� •;�' 4y•R ,R � , � / // / a j LOT Z�s �` d a,. ISO \ \ k k �✓ PLC k ]8 , o / m RPOSED DRIVEWAY TYP. ��i\ •'..t�� / °a8 O (TYP.) LOT ', k k k / � � / r � , e-�- •' \i /T A'.� k��,% LOT TO3' d .. tea . :_ �� xh �v�v •• � .; • „l 84 : j \ / k ...,� k k \ X C, k E' k k. / k / tip/ ]] r , 0 / y°? QJQJR s °8, / k k k. 3ti \CF\ k k k k Ilk k k/ �i\ / � ' O �, ROPOSED & PLANTING STRIP k: I 6 \ k 'O / .� tV., \ / / k •:..:~ \ LOT / / < : -LOT 4'6\ 2 CE (8,'W_. xz'L) 6 (1) PROPOSED PARKING SPA k v \\ \ ,1�- / / PROPOSED GARAGE(TYP.) h 18'x20'MIN. Jo° (2)PROPOSEDPARINGSPAC / / LOT PROPOSED LOT LINE (TYP.) LOT \�\ \ \\ Q /f /' '4 k , 75 \ h .,. ,� •`..:,, , �° 63 4991 CONCRETE SIDE / // kROPOSED °i LOT TIn k � / k LOT AREA CHART FOR BLOCKS 9, 10, & 11 LOT AREA (sf) BUILDABLE AREA (sf) LOT NUMBER LOT AREA (sf) 4,994 3,682 44 3,124 3,379 2,847 45 3,122 3,250 2,725 46 3,106 6,630 5,002 47 4,278 6,319 4,527 48 5,089 3,457 2,620 49 3,230 3,369 2,524 50 4,341 5,323 3,539 51 5,500 3,996 2,605 52 3,300 3,425 2,541 53 3,496 3,363 2,519 54 5,852 3,453 2,608 55 4,960 3,532 2,682 56 3,080 4,576 2,958 57 4,617 4,245 3,106 58 4,486 3,D58 2,512 59 3,227 3,D26 2,531 60 3,222 3,744 2,679 61 3,285 3,957 2,903 62 3,679 2,975 2,451 63 3,555 5,793 4,303 64 3,036 5,618 4,210 65 2,779 3,379 2,851 66 2,650 4,232 3,072 67 3,238 4,134 2,982 68 4,135 3,243 2,702 69 3,203 3,133 2,591 70 5,048 4,061 2,903 71 4,864 3,704 2,608 72 3,251 2,970 2,429 73 3,159 2,945 2,403 74 3,033 3,617 2,516 75 3,437 4,956 3,636 76 3,453 3,060 2,516 77 3,021 3,124 2,582 78 3,130 3, 093 2,550 79 3,177 4,660 3,395 80 3,722 4,645 3,396 81 3,671 3,117 2,576 82 3,097 3,137 2,595 1 83 3,028 3,106 2,562 84 3,084 4.589 3.337 85 4.569 BUILDABLE AREA (sf) 7 Lic. No. 035791,E 1/6/21 ¢�'41 z O J 1w''ww a k w Z 0 Z J O C) U ~ z L w W ce F- z w f f O En w w a 0 w w w 0 0 0 0 N N N O N Q N N M CD N N t\O v n c> ul z ti M cyi N c) i N 0 rn N N LLI J J U) LLI 0 Q U i LLI LLI Lu U) LLI Gf Q O O (N w J ti w O w � x a � JOB NO. 182150 SCALE 1"=30' SHEET NO. 5A 0 0 a ll� REED OF PROPOSED — — — ER ioo' WID ROUTE 29 BUFFER /!j // BUFF REENWAY T-1 +f 1—L ///////2 TO SCppr: , ER ALONG ROUTE M%�% I � Lic. No. 035791,E M/ "0� 5/6/21 'Ad V/ zW=I Z O O Z C)Lu J � I J ti I O Z ^� I � I W c H Z w f H 0 w O V � O O 0 V > r 06 Z ZD OU M w O � Lu - w Q m w Q ca J Q d LU Q W W d Ln MuR Lu 0 F N N N N O "" Q N N \ O CDN � M \ \ N O N \\y SERVICE LATER_ALL (T/YP.) Y PROPOSED TYPE A �_7— — 777,/ WOOD O \< LOT aa�! Y^'' --- -- I I /, I �`I ��/ P ASSOEMBLYw/ zY 6RTEE / F T E OAD TEN SON AVENUE ODBLVD. \ v BLOW -OFF ASSEMBLYI 1l,, R Y / �/ It w w L9 ul C� ti M N c) i N O O� N N Q LL1 J J U) LL1 0 U Y w w Lu U) w Of Q 0 0 N W J ti 0 W O W d N JOB NO. 182150 SCALE 1"=30' SHEET NO. 6 `y. \ k U Lic. No. 035791 l �� k / �. �•, I i OPEN SPACE / \\�\ "�J \ / POSE ��z\DI WATERLINE/��4z 1/6/21 a44� \E. k - - - k. N N N a I ` r L©T'. /� � k\ k k. k / S/// l F � N N N O h / L�T 44 �i O ,`.. fm0 59 -\i f� .. k k k k E y, s/ N N k / //\\ ✓ i O ./. .r". i ®a' .� n o .� Z Ul z w J ti 0 W O w d N JOB NO. 182150 SCALE 1"=30' SHEET NO. 6A / 0F PROPOSED WALL MAINTENANCE EASEMENT LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAYTO BE / DEDICATED TO ALBEMARLE COUNTY e ATTIME OF FINAL SUBDIVISION PLAT, E \ F PER PROFFER #z OF ZMA201800 11 4- C SCOT' R. LLIN� ZE O Lic. No. 035791 PROPOSED WALL (MAX. HT. = 6') k OPEN SPACE E; I F F E I ;p �`rS10NAL 1/6/21 'VE, w4 FUTURE U PLANTING STRIP FUTURE 5' CONCRETE SIDEWALK kI E UTURE 4' BIKE LANE -_ - - -- - -;- k UTURE CG-z CURB (TYP.)Ln / • . ___ _ _ ... - Z z Z -- _•fir; _________ I / W � 0 oas W f f 0es W � 0 0 WOOD B �6E FjC / Z o FD z W Q Q NTO TURROAD TEPUBLIC RIW z5'GRAS k 0 o a>sARC L ISLAN U k ' k -- i6. E/ / / O _ ---------- - F o � /k � k e L�1 NOTE: ARCHER AVENUE ROAD EXTENSION � I � I ______________________ -- ----- �- FUT ARCHER qV - -- _ URE EN ------ ROgp EX7 UE / H 2' i--i Q w Q Q �14SHALL BE COMPLETED IN ACCORDANCE E F W /F WITH THE ZMA PROFFERS I 77'R ENSIpN / > Ce d 2 w d Ce d F F/ W = k ((/ F E I \7j, / W w w w EXIS A< F � FUTURE CG-6 CURB (TYP. R / w_ w e Ic eel 4 Lu F � �Ek tEF] k •E 1 — k F k W k F FUTURE 6' PLANTING STRIP \ F E w o 0 0 O N � k•' E � � J F = I 1i _ LIMITS OF GREENWAY. E FUTURE PUBLIC GREENWAY TO BE Q E \� F DEDICATED TO ALBEMARLE COUNTY ��� ,Q F N r` N IT N N 00 N \ o o �o AT TIME OF FINAL SUBDIVISION PLAT, � - � PER PROFFER #z OF ZMAzoi8woii / t E i e- s/ / / _s kl �-(�l e E k e k 't - II F e tk k k. E k E t E I e k t k e k � L' � 5 \ j_ I I / Z —X � � p) e t k k t k k k✓ I k e / � � IT— k 'I k t, t k k S t tkk� t �k k k�kk ✓ k i / \ XISTINGSANITARYSEWER \ EXISTING WATERLINE k t k E c\ 11 ® M J 0 - - LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE E O O - DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, N / E Q PER PROFFER #z OF ZMA2oi8000ii el e i F e e F J E F6X T� z e aR d e W PROPOSED 4' BIKE LANE I F `� O 6xp0 UriS�/ L O EXISTING 22" DI WATERLINE n I REMOVE EXISTING PLUG &TIE-IN I PROPOSED 5' CONCRETE SIDEWALK PROPOSED 12" DI WATERLINE E x j/ 6 z0+oo / J Q _j J TO EXISTING 22" DI WATERLINE PROPOSED FIRE HYDRANT a m8'Rk o t�5. o2$ZD / PROPO = /'l\ E PROPOSED FIRE HYDRANT (4) PROPOSED PARKING SPACES (8'Wxzo'L) PROPOSED CG-z CURB (TYP. ASSEMBLY6"TEE w/iz"x. ee ' l/1 U V 0-6z ° ASSEMBLY w/iz"x6"TEE o PROPOSED 22" DI WATERLINE STEEL PILE BEHIND FIRE HYDRANT REQUIRED. Et sc su �� 5 PROPO - r �C e 'o 0 ROPOSED 4' BIKE LANE PROPOSED 5' BIKE LANE xo° W \ / 39+2S 39I 50 — 0_ SIGHTDISTq ' .. N p •: - - - - NCE=335' E �N 44 k x5° 1OA( _ O J EXIS 40+o 0 TING W ° W _ W z6' E F/C ( + ( R N W w //� CE'335 e \ ula�tt`�\ MM q RCH EXISTING P NUE UBLIR AVE C ROgp 40+ - — _ W- �- -- W--� U - - , P FIC W 44 5 HT D�STAN F ;• z 93' WID 7H R/W �' 41+0° 93' R/W R-1 W W w °° +50 �' 41+50 43 E JG��� W �..J _ —25'GRASS SLAND 42+00 4z+5o 43+0o i- -- _ — I / — F _ �O f Q U J i6' E/ _FjC 5•.,-,23, / ARCHER AVENUE + PROPOSED PUBLIC ROAD E/ PROPOSED 4' BIKE LANE / �1 �\\V•%\�. FCC VAR. WIDTH R/W E E W O TIE-IN TO EXISTING ARCHER AVENUE ° .. .... LIMITS OF GREENWAY. � FUTURE PUBLIC GREENWAY TO BE � ��x O E DEDICATED TO ALBEMARLE COUNTY p %P 'a Q PROPOSED 4' BIKE LANE { ROPOSED 5' CONCRETE SIDEWALK AT TIME OF FINAL SUBDIVISION PLAT, G x UI PER PROFFER #z OF ZMA201800012 I k\ PROPOSED O O M W SPEED LIMIT(TYPJ PROPOSED CG-6 CURB (TYP.) ` PROPOSED 6' PLANTING STRIP \ PROPOSED BIKE LANE / GREENWAY �\ -GREENWAY G O Q N 5' \ -A E � � / � OPEN SPACE (iz) PROPOSED PARKING SPACES (8'Wx2o'L) PROPOSED iz" DI WATERLINE E / / \ E PROPOSED 5' CONCRETE SIDEWALK \ / - a m JOB NO. GRAPHIC SCALE 182150 30 0 a5 a 60 SCALE 1"=30' ( IN FEET ) SHEET NO. 1 inch = 30 ft. 7 �,TH OFF F k k LOT Te9r h h PROPOSED CG-6 CURB (TYP.) k '. O SCOTT R. LLINSZ 70 r SF �3A9 \ 3 h NO PARKING SIGN (TYP.) k h k U Lic. No. 035791,E 1.0 1/6/21 k, , E k \ a� 9 f /Q v k ROPOSED 5' CONCRETE SIDEWALK k k . l LOT a � // / e k 'r�A. ��- %. h e k. k 69 v e /� k/ k h k �F o� k. w4 ass �Gl IONAL E k h k h h // \� LOT j�ci��' ?o �iC MFI k//� k k k h LIMITS OF GREENWAY. / F J FUTURE PUBLIC GREENWAY TO BE / k k E J \ 6$ / / k k h DEDICATED TO ALBEMARLE COUNTY / k k k k k / / , , , k ATTIME OF FINAL SUBDIVISION PLAT, / k k° k k F k k/ \ /// k k k k PER PROFFER #z O FZMAzoi8000ii PROPOSED LOT LINE (TYP. \\\ i/ / G��� k / k k k k ,'k k k / /k. w N w w P PROPOSED ENTRANCE � k 14� TO PARK AREAk k kk' k k k _� O V f O U f O V kk k k / k ROPOSED CG-z CURB (TYP.) .k k k k. PROPOSED 6' CONCRETE SIDEWALK // h k e h h h LIMITS OF GREENWAY. / / / k k Z O w> ¢ O O z w f¢> (n V O O k k FUTURE PUBLIC GREENWAY TO BE /k / DEDICATED TO ALBEMARLE COUNTY �. h / / �k/ MATCHL14 - SEE SHEET 5A & SHEET 6A k Vi a Z O a Z Z k k AT TIME OF FINAL SUBDIVISION PLAT, / / / (• b k PER PROFFER #z OF ZMA2018000u h/ h / k k k k k h k k k k k E k k k c k �// / k k k k k e k k k k k k k. k h k h E j/ \ PROPOSED 8" SANITARY SEWER (TYP.) k k k h h / k e k. h h k k Z O �~//�� Vl o O > mm H Z .. Ow ce w m ¢ w U ¢ w m w ce w m k k h 8 k k- h -. - .k - .k. k. h k. h j✓ �.� k\ %. .k k. k k. k k. k'.-khk k H > ¢ d w w¢¢ d w d w „ k. k _'._ _'.k I ---� k k k' k. -// /�k\ k k k\ k k- .k. k k tk k k��. h - k / h k . '. -,k k k j-i� k � ,R,. k k 'h E � �. /k \\h \ k \� k E <kk%h /�/ > � > � > � k.. tk�. �/ k k � k k k k� _ h k k k h 5) PROPOSED PARKING SPACES ( o'Wx18'L) k PROPOSED zo' ACSA kkk E✓ k k h / y / \ k k k / k PROPOSED CG-z CURB (TYP. k /k k P SEWER EASEMENT (TYP.) k k k k / k k ./k k k / k k \ \ \. h k. e' k kk -k\ k� E. / k \k h- \\ -.k. .k. k k h �. N k k k h h. k. k h k. k k k // k k k / .kWATERTIGHTLID REQUIRED k\ \ k S k' k k k k. j/ k k a k /. k k. k h k k \ .k. / / k k. k. k -1 .�k\ \k k k _ k �' :., /, �I k k k k k\ k \ k./ ¢ O o n v O N v w O N m n N \ M ti C a o N ko k k k k // SEEOPOSED FIINAL SITE RK AREA -PLAN OR /l k k k k k k ..�: k \� k �/ h k k h / DESIGN INFORMATION / k k 18" STEEL PIPE CASING REQUIRED \ k k j k k k/ k 1 k h k e AT STREAM CROSSING kkk..k L9 k k k k/ I k h � k E k ' k TIE -INTO EXISTING k k k k // k k h k h k . k kANITARYSEWERk 'k/ k k ® C7 0-) Z k k• k / k. k EXISTING STREA k. k h // k k a n I I \ k k h � h k k k k ® M Q /�/� LL k h k EN SP CE / k k k k k k .' j E /k k k k k k hl k k o Q k h h k. k. k /� F ..k k�k k C\l I k k k k EXISTING SANITARY SEWER k � / `'h / k - h I k k ik h / EI k '. k _ k h. - h k h k k l k k E k h k k k k k /// / k / > W ' T i k k k / k. k k kLIMITS OF GREENWAY. h k .k / /C k I k k FUTURE PUBLIC GREENWAY TO BE / k k\ h k DEDICATED TO ALBEMARLE COUNTY , F / z� k zq k k j/ k k k \ k k AT TIME OF FINAL SUBDIVISION PLAT, k, k j fE / E k k\ k PER PROFFER #z OF ZMA2o28000ii k / / k r w J / k k k k EXISTING E� YEAR FLOODPLI IN (TYP.) k/ \k k h k k �\ k k k k k k k k k k k' k E k \h - kk O L9k ` p k \ k .�- .k. .�/ k k k\ k k //x/ \\ k ROROSEDGREE\WAY(TYPJ� k k .'k k. k 1k /k� / k lk k k k k A k k/ k 5 k k /Z h \� k k / J Q T-1 J r-i ZD � h k � k h k k h k k k k �k . h /k h k- k / = � � .. k k \ � k\ k k. � z Ck k kl k //h k k h/ k h. � k._ k. k k � k. U kk..._� k .k� k k k k k k I k /k k k k k','k k. h .�,� k h k -k k k.-. � �/ 5� / k k / •, k �. k /k k. F h 'k.�_ ...k. \N h © k\ ©k k_ k k/k k k / ~ U p J k-..I h Ik k k i k E k k k �® \k / 5/h k / I k k k I. k k E k \ k k k\ k a- /�k� h/ k k k / ul J W k ' Oo k k I/ k h k I k. k k. k h OO \h k k k kkk k k k d/ / k k k h k e. k k h k k /h k Ol Lu Lu k. k k Ik k h .� k. k k k // k ,/ ' �k t h -eh k�19/ k k k F, '_ '.k _ .k. kO k _ k kkk kk ge 4ck k - k k k h k/ h � kl _k J Ok k k - 4z k k k k t� k\ kk kk kk kk/ h / k �k k k I /k k k k kkkkk/\J\kkk / k k k k W k k k k k h k Ilk F k k /,k k J// ' h k k k. k k / i ��/\y// ` GRAPHIC SCALE p p k k k k 30 o i5 30 6o Q � I� V I k a h // k. h k k k k' C) N coW k ( IN FEET)0 k - / 1 inch = 30 ft. k k k'.F. '.k k,�,, k k / / E �k k. h' / h k k / � k k I k � F w 0 � 2 k h �k h k k / / k k k � - "k I ' � JOB NO. /0-00 182150 SCALE 1"=30' SHEET NO. 8 e y / \ / \ /\ / / ✓ / / I \ / `f X %! f 7\ \/ V PROPOSED iz HDPE YARD/ROOF DRAIN j / EXISTINGYM ANAGED EXISTING AL / // LIMITS OF S NG BEMARLE COUNTY PRESERVED STEEP SLOPES SYSTEM w/io' PRIVATE EASEMENT (TYPJ ^R UT z BUFF J� a r9fmOTT o _---_IPROPOSED WALL % i 9 ER � STEEP SLOPES(TYPJ FHAVE BEEN DETERMINED TO BE LESS THAN z h BASED ON NEW -0o WIDE BUFFER A 5_AINTENANCE EASEMENT LONG TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS io & 11 70' UNDISfU Ep z9 TO SCR ROUTESTEEP SLOPE SURVEY EXHIBIT, DATED i/6/z1) TO THE SATISFACTION OFOF EEN THE DEVELOPMENTS ' _-_THE COUNTY ENGINEER AS PERMITTED UNDER SECTION 3o.7.y(b)h y7 ' PROPOSEWALL w °' A //YD- D (MAX. HT. LINS ZSED /� / / � / /� � 791 �*�-e (TYPJF 454 4. ,. ;'PROPOSED WALL / 4 i YD m m - / / / (MAX. HT. - 6') z / Y 4 I I rn. rnw465 53 / 4 w rn a _33 46 64 - 6 - z E / � �_ 4 46 5 w F I _�I D3B YD3W� aA ---- - - - - - N Q^ _Q � - m / - - - -- - /" PROPOSED U LOT LOT LOT LOT LOT I� II LOT LOT I 46 / �� / / - �� a w aas sw - GREENWAY ' o LOT 27 28 ( LOT LOT i (TYP.) // LOT 23 �4 �5 26 'I �9 3° 3 3 I / I 4 7 R LOT �ti s \ I 22 I - I I 1 \ 2 6 1 GA m m m d // PROPOSED 12" HDPE YARD/ROOF DRAIN SYSTEM, / -_-- _ I PROPOSED 12" HDPE YARD/ROOF DRAIN SYSTEM o y6 .83 FF 1 _` $ w w w o PRIVATE EASEMENT (TYP.) I -` g .8 GAR 6 .5o G R I w/ io PRIVATE EASEMENT (TYP.) >_ o 0,3 < z 44 $ 45 3T " ------- -- - -GAR, 6 o GA $ ��- - ---- - - - � f � w � �Z_=a= 7- I r 4 •5 b-FFE fia7 FF� I __-��: -� I • W -- u � � PROPOSED SWIM FACILITY r o O o e 4aTw / \ \ G 459.33 8 FFE 45 5 _ 4 / 8.67 43 3 s FFE ------ - 5.67 GAR 1 GAS c� c� c) f y�58.00 4� _ I ----- 4�4 7 --- i6. GAR is6: GAR....., .00 G R a . 67 7 B a4o ew l /' AR fi :oo FMt I _ _-_-- I 4 33 4 33 y67 - _& MAINTENANCE EASEMENTS F F- - ' / / `6' T: \ .3 FFE 4 9i r - i : 3-EFE I ..T r i -- -- ¢ O � e EG \ I 8.6 FE z 4 9 _3 --- - ----- oo FFE o° FFE 6 FF6j.83 FF o z m o 4ao G \ 4)6 7_ �- \ T ` 4 7 4 7 467 7 6 L T I /--' - ----- o z< o O - � � �.00 BSMT O ' L z w N 4 PROPOSED WALL - - O > ¢ > r ------ / 4 -m r / 2 n MAINTENANCE EASEMENTS -7 F¢ of g of a5 z n N GAR YD- I w I •. , -I \ ._ �' � � : . oII � 1 i I _ -- - - � � �,, ,, � � O9. � x �I 45 33 \ a -- T i8 0l �: +� "k / k O o ° OT f49a7 BSMT - - - - 46 `- l I / w/ e V/ u z z z c� a II a GAR a s - IL = PROP ED STORM WATER Z w O v O O J e / / a v a J E o m u¢ u U 2 �. o m .83 FF MANAGEMENT FACILITY z J J J ¢ o CiAR _ i9 : +95> 4 LOT m __ ¢ w w s 457 g7 . zz 13 0o B MT e o F- < < < w 4TW f � o :.,. ., i -. _. ;._ .. 17 i..,.. .. ; -- .. ..- ... `- 45�• � � � - SEE VSMP PLAN FOR DETAILS i / , / O .. a I co �439 �W----- -- 4 •33 FFE' zi 9 �. I`....,,. ::, ' : _ / ------�' 3' o, (WPOzoz0000y) ! z � I I � O BSMT , : _ .; ..:: OCH CQURT � + o � > a39 EG II T 44 S oy 9+So 11+00 .: PROPOSED PU LI ROAD 1z+ �5 16 i3 5 . � �I '• � � - � � � LL O'.I 2f0 e f. .. OO. . 12+ "/ r I / I 1� .�, 2' J ; -i J W O e I zo io+5o I 5o i3+oo - ---- -- ih ¢ w ¢ ¢ 3 s I ao+oo M ii+5o 1 GAR / E H ce o 0 0 g �M 4- 7ri7 / w w w w I< ® L 7,07 AR _ ---- M - 16A, 3 o FFE PROPOSED VDOT STD. ES-1 E a d a m o 45 FE/ ( zoA P� q 1467'83 LOT 0 0 0 I 4SO.33 F ° fiMT - 4 10+00 \ 458.0o BSMT ' �; uw) Lu En uw) W 3 e 44 { ` 5: . - I� r / W Lu y PROPOSED DRAINAGE SYSTEM I'. _' o LLi� - / \ \PROPOSED 8" HDPE ROOF DRAIN SYSTEM <: n `o 1 \ F S ° - - - w io' PRIVATE EASEMENT TYP. PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFALL e y� a 6 I (TYP.) "�01 /a W/GEOTEXTILEFILTERFABRICUNDERLAYMENT no 14a4 r,. _-d.6.8 R L=i6' Wi= . Wz=18. D=1. ' MIN. e � . , i .. � 1 .•. �� -i � ' _ - 1- _ > : Qa I ) _ y^' 3 i PROPOSED WALL( 7 5, 5, 5 ) PROPOSED SWIM FACILITY o g + o / 6 -FRE ° k 4a0 w -- - 1 �p _ -, 4683 GAR 4 //// (MAX. HT. = 4') & MAINTENANCE EASEMENT 44�G - - - = 43 83 GAR 6 o GAR - + Ow - -> fi 8 GAR P = 457• BSMT / Ef y. e a 1 4 4 5 464.So G o % - PROPOSED WALL / z /0 I 61.1 GAR .03.3.7 GAR 4' 4:5o FFE 1 FFE J0 GAR B T 4 h / i ( 4 7 465 7 y65,i7€F LLO 466.83 y67.oFFE 457 7 i , MAINTENANCE OoGAR 8 GAR 8 FFE "_3_=_-_- W 5 oFFE /\ 2�7 \ I 4$9 3 451.83 FFE 4¢3 3 -- __ O 4 7 5 457 67.BSMY LOT o 0 0 0 0 EASEMENT/ FFE z4 1 60.5o FFE _ -= - - - - - 457.67'&SMfi 1 e N .. .. - ' PROPOSED 8" HDPE ROOF DRAIN SYSTEM j N N N U 4 BSMT... .- O N �,3 4 wl io' PRIVATE EASEMENT (TYP.) LOT 5 \ �q oo N N N M o o / v LOT LOT LO. LOT 6 aa4 o 438 BW / LOT "�� �. A _ a n o I. \ - aas EG 1g i5�.00 GAR, z5 -� I / LOT LOT ,v LOT ys 10 II d LOT 7 YD-i ° t 4577 ST \ �5 11Lt 13 I M 8 PROPOSED 12" HDPE YARD DRAIN SYSTEMi� I I 447 \ 4% :. - I \ / w/ io' PRIVATE EASEMENT (TYP.) LOT i - o _ roi z RCH��.R,gV�Nl1 E �\ 96 GAR i i 26 i \ az , j I FUTUR Q EXTENSION 7� ASHMOODBL D. o 438 8W ---- 17 W(67 FFE ' ' y% ' I / : • _ 77 PUBLIG R/W Br I P. 438 EG � 447\ PROPOSED WALL LOT (MAX. HT. = 6') l� _4 8:67 GAR FFE 45 33 M 442 Tw s� 448.50 BSMT 45 j - _ - - =- 439 8w LOT - --- -- - - / I ffi� / E Ecyi 439 EG � _- ' _ _ � v o 440 Tw \ �_�� / e: • / /. 6 _ . -z+5° / / / i -,\ �1. -_ / E E E E E / / o aao sw W W / 5 ( _ 3 1 E \ �44o EG \ / 45 W �lV f 5z+oo. _ / E E E E N M� ° e- e\ ks2 9 50-+00 / ;So+So / / 51+00 5i+5° / s / 1 - _ _ /� / , E E �� . E I / / PROPAF OSED SWM FACILITY E ) a E E ✓ 9 ROPOSED DRAINAGE SYSTEM / m / / &MAINTENANCE EASEMENT � o C 4s6 TW �I Op05 ✓ �✓/ e/ Vl - �/ a z 4 156 J -± . 'I i y�ra.o G�{R L6T \ �� _ ; /41 W Lu ° G + 4� 7 3 I I �454 TW E LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES Q E /r OO s PROPOSED 20' PUBLIC v N i y 449 OW �. HAVE BEEN DETERMINED TO BE LESS THAN z5% BASED ON NEW ( E XISTING STREAM yIx 7L - / 4 9.0o DRAINAGE EASEMENT ° . r I 4 { 449 EG � TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9, io, & ii PROPOSED WALL E e ur J T� < o ' o / • -' � � � 5 \ ' /� 4��•33 E STEEP SLOPE SURVEY EXHIBIT, DATED i/6/z1) TO THE SATISFACTION OF � \ � e � E XISTING ioo STREAM BUFFER (TYP:) 7 \ \ ( (MAX. HT. = 6') & Q 3 � _- . ; � � ✓ � \ LOT LQT I y r+1,00 F OT's � I . THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 3o.7.y(b)h ` � E ��� 57. ..,.L' maa-4 -I 450 T f �. _ Ei./ _ -�. - E. E- 0 6x5°\� -PROPOSED DRAINAGE SYSTEM / \ LOT - 56 { 34 1448 pW le / / E .� / J ._ \ - /. �( / / \ \ 55... / ,J 44 G E / .�/ t -E E E E -E E E. �. �Y _.' / /, _�( 6 /\ v \ PROPOSED DRAINAGE SYSTEM q E E� /� a S 9 d �n PROPOSED WALL �, E✓\ E z ) V 1 v • PROPOSED 12" HDPE YARD DRAIN SYSTEM rs y p _�': d i ib 45� ,6 G c� � L� / / . E ` E � \ I- y I/ r o / MAINTENANCE EASEMENT // / Y F io PRIVATE EASEMENT (TYP.) 4nmz 453.67 G o 460.3�3 FF 1 . , \ k E z ° S / \ \ e 453.0o AR / .... + . _ �: E E e s Y a 6x s �433Fe m h a LOIT I/// e / W. 4 \ ✓. YD 5A LOT \ 4SA-33GAR 45367� eq / l . e E E E q k; \, `/ �. / / _E I _:t �,k .E 'E E / W V ROPOSED VDOT STD. ES-i / 57+ \ 453 00. FF�- \ / / L _ ° O oc t / \ / PROPOSED 8"HDPE ROOF DRAIN SYSTEM ` 8 / I / %� E �F W PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFACE PROPOSED STORMWATER 6 w/ io' PRIVATE EASEMENT (TYP.) t z8 /0 8, A I I ( I �. o w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT yb. - - - 50,33 I I / // (� 1/4 51.0 Z' DETENTION FACILITY- f- � � •� Eul .' (L=8 W1=3J5; Wz=9.z5', D=1.5' MIN.) SEE VSMP PLAN FOR DETAILS LOT 145? 47 FF r 28A �_i 4 LOT XISTING WETLANDS (TYP.) /�/ / W o '. _ % (WPOzoz0000y)3 / / �4 I I I ,� / I e I j V g z 4$9 \ - / x f- 456 33 GAR / / / / I � ---� z 49 67 FFE iz+ r /: 8% ,r � / So 457.00FFE o / 410 52 i ! y2}oo / / e �/ ,.i / / / z PROPOSED VDOT STD. \ , - LOT / X / /�/ / / XISTING TREELINE (TYP.) J \ 409 CLASS Ai RIPRAP OUTFALL $� a� wl GEOTEXTILE FILTER 47 67 / \ S ! 37 / / y / i /. � EXISTING PRESERVED / f E. / J W o / FABRIC UNDERLAYMENT LOT 88. �FE % / I / . / 44 _33 O \ j I E / �. STEEP SLOPES (TYP.) / / / • . \ (L=8', W1=2.5', Wz=g', D=i.S' MIN.) o' /..`� / / E � / 51 f yx5doe- � � ; /{47.0o GAR./ o \ / /) l l / l l /� / � Q a 7 �,,� r/ O �O 6 yW. / env/v /p /E�f F f. �. _l �., �.� / 59 F I 6ojk Q /� t c, / �� k� E �' / O o P O GAR is L / .�/ ���! /�. /.. / o m x .42 0o FFE�,"/� / e / E ! N °' t<` _ O / (PROPOSED 20' PRIVATE" •� O � � � '. "":' / � /LOT � p / /LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES � �� �� ° / � 0 d / ':'DRAINAGE EASEMENT .• -0Q' `. �( oo o CyA 38 • h �� � / � HAVE BEEN DETERMINED TO BE LESS THAN z5%BASED ON NEW r,�! W o -- <��'�.jj r ��G� ti/ 45o.6j•FFE �" TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS g,1o, & ii o / STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF ;'r / / / / F c E \ fn c \ 4i+6.33 GAR o 0�" xh ' / ( / ° LOT 47.0o FFE °i, / �: �QJ v < THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h F J / / W E \ PROPOSED 68 �O y .' LOT ' .% e / / - / / / / / / O = o I / REENWAY \ 50 - Cl p / // �� l / / 1�/ y�/7 / f� a m O (TYP.) \ PROPOSED 8" HDPE ROOF DRAIN SYSTEM 67 / QQO� ®, s 39/ / // / / 1 AP111CC AL 108 NO. \ 58A w/io'PRIVATEEASEMENT (TYP.) / // /��/ � �. �jh�.: 450- FE / // / �. /� / . .E. / Y ' 30 / o / s a 6. 182150 0 e \ 8B \ 44iS.G�R 3oA, y 5 I LOT 446.33 FPE 8 0 0 .. f - LOT n ® / / J. EXISTING STREA / 4 � ii_a� 'L � •: ')n / `• � °� r 306 44 GA ' / :/.n / �, 1 sca O EN PA \ 9 0 y�x. �°0 443 Y / //�./ E E .,k F,� / / (/1N FE ) / 1„_30' ° \ \ dx I \ �^..1� / / �r�. / ;� / i r / �. //E /.�. / . _ l �/� / 1 'nch = 30 f . / / / o o 1 / ° V - / y.e: _ a f '. .- i �j /. /� /� _ /� - �. SHEET NO. n oo G R 66 ' J / Ly I / i 4�5. - / / ' i // e / �l / / / / \ A C I- SI-�IETso LOT 4 567F 7 r /`� / 41 / f �f 9 k� PROPOSED FLAT VDOT C�L.ASSI AI NSS_ � o , //COARSE AGGREGATE OUTLET SHE Tg / `JI / � ZRLLlNtS__ PROTECTION w/ GEOTEXTILE FILTERG FABRIC UNDERLAYMENT. FABRIC TO � >I. I ,oa GAR - 66 J' •.... / Lj"T / f / / E yj. f �/� _�/ /E /. vPROPOSED VAR. WIDTH40 ° BE KEYED INTO EX. GROUND 9" MIN. •. \'.' :. F\ LOT 445 7P/oI 1 \ 445.67 F�E / �/41/AT ENDS &ALONG PERIMETER. .-.-.' � 6 "- �.'. ..- � - ..:. � ' DRAINAGE EASEMENT / „ $ 5 3° / i ///:� / �/ FABRIC TO OVERLAP A MIN. OF 9 / '`�F--_GAR/. /..SCO'Z (L=10', W1=6', W2=6', D=18" MIN.) \ - .:: - \ /' o_ ". \ 4,48!00 j / / 7 - // �. .E. O / J ' � U Lic. No. 035791,E / / '• � 0 ---- \ : •Po`!(t48.G7F�E/ � % / � // �// � � � � / . / � / PROPOSED VDOTLL. AI RIPRAP LINED DOWNSTREAM OUTLET / k / k I .. �\ / / \ LOB _. _ / / /. k / / .�- _ - _ _ I / PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER \ ;SEE VSMP PLAN FOR OUTFACE `'o - - y j \ \ - 7 - -- // / ///,/ // - - � 1/6/21 w4' FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM \ DESIGN INFORMATION � � I \ \ 6 - o - 5 \ �`� /� . ��.�- / / - - ! G off, 1 6 a / 4 p o .: \ /� E . � �Se �� z OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE (WPOzoz0000 -� ' - x \ r p, . / ... / '. \ � .� �. -/ . - k ZONAL E � / STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY _ _) I k - - \`rp �/ / �� .-.- _ -:1T �' \�` / ,% i C PROPOSED WALL/ / / /� �- I w �I \ P� \ // / L DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE - - - - _ _ a X \ \ i P\` 0�" o.' , . /T. _ /. �. - - F - 0 v xo f W6-33 GAR (MAX.( 4) / / k' / CULVERT AND 21' WIDE AT HE END. STONE THICKNESS=18" ' e k k. - ap r / \ Q \_. 6.. / Q 16. r / / w / /� ck \ \ \ \/ a \ p F \ 3 FAO 4' \ / / I / T 1 l �7 \ O G . \ Q > ,1 FFMT \ \ 444 TIN /too GAR f / / aao EG o 46 i 4 •67 FFE LOT \ / /F F � I f�` °o F = 6 �. 6x50 / 43 •83MT/: / o C GARPROPOSED WALL H to ° LOT\ \ PpF 56 6zA ci y 43 s LOY i E MAINTENANCE EASEMENTS / / /1 I z z z FFEIc / /PROPERTY BOUNDARY (TYP.) e \\ 9 \ 440.�pisAR i 00 . 43� FF 6 j F u) Q F - / / \ E '. 1 / ' 0.6� FFE d' . F / �/ /. / o F m o ) y x \\ f ,�67 COT e . / z u o LOT ?;3o.83B5MT a �'s. ''� \ ✓ ,' e,fT j_ �! // . �/ / �. �. k I k / o > a > / / / l / 8Ct GAR % t 3AR' / // k / / �. / k k l.7 I e ''/w� d k O 439X3 \., �3.00FFE` L u / / / 'k / V/ '" z 0 z z a / / 0. 43 -k I a� w °° o m O o / LOT / % PROPOSED 8 HDPE ROOF DRAIN SYSTEMi. k / /k I p m 0 0 0 __..�' &. k. ./ '� / °'.>(\ 2I0. _ �O \ /. / /. / F-e.�.- �. �. /,F t� t t.t / Z J Lu J ' / k. 8 / i x�.. wl io' PR ATE EASEMENT (TYP.) e // / . �/ l� E F I / O O w s / J ICI _ .�.1 //E / 8� G .. /. A - Gj f'xo \ 47' ,�: /. /jE. / _ /. /j� �/. .� /F.f. - t �. < -� .�. <.,;.It, a t` ^ > .~Z. w w W w o 7 / l / / / / o i / / E. .. y / _ i 43�33 F ' \ \: / i . Q Q o LQT 429.B�jvt \ \ / / / �/ / / �� ✓ 1�1 DRAINAGESSTEM (TYP.) /i ti ' // t�E 4.67GAR.` / �..' / V A A i ,3 /�� / �� /k..' It k W uu'i v'i uu'i 2 4�733 FFE / ....xoo N / / \ � /= /� ///e/�/ / / r . / / t t k � E. / > > > 'fib / / / �. /� �/ _.� t E t '� / / k/ 4z7.5o BSMY // �b V A z \ c . i /LOT / LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES ° ! / so o// k EXISTING STREAM' / 54A / / \ \ / / HAVE BEEN DETERMINED TO BE LESS THAN z5/o BASED ON NEW t t t / / `o 6�"G/ ` / /< 1 \ \ / TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS g, io, & u t t �.% ! 44 k � �33 � '� 38 `,' � ,. \ / �S, / / kSTEEP SLOPE SURVEY EXHIBIT DATED_/6/z1) TO THE SATISFACTION OF . "F. � � t � t t / " �-, t. t t rk 7 /�� \ 4zb F 5 1 54 438.67 GAR F"� \ / / THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h < � jkt tt t�t t t. tt tk t �// / / �� / - / o .E.-/ / ..� 3 / FFE �o/p 43933 \ / C /�� /� �✓. / /e / / / / - / LOT OT / k 8.67 F 4/ 4 / �\ //// S N N N ^i ." U 4� / w O O O O N / PROPOSED 8" HDPE ROOF DRAIN SYSTEM 80/ f 1 /��� �� \ / �/ ��j / / / ¢ N � / / / '' k w/ io' PRIVATE EASEMENT (TYPJ 9 °g / k \ / / ^. N 00 N , 0 ` / / U / / 43z 3 (�i S J / , LOT,, \ �/ / e / / /E % / / / v w o p �k _— /LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES / / k / / k / L 4z .i7�5 ✓ �% �� (< / / % HAVE BEEN DETERMINED TO BE LESS THAN z % BASED ON NEW / 6 o GAS f / G G k/ i I / / / / � S k . / / / (y7�q/T- � e (� g o so7fy/. 43 i �S� � / /E / --- / s -, TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS g, io, & u / 7 // o, GAR ' ' / 47 / / / I \ ap S i / 11 / �/ % 6 STEEP SLOPE SURVEY EXHIBIT, DATED /6/21) TO THE SATISFACTION OF / / / 43 y� e �^�/ / \ y y 00 431.0o FFE, / - i s L T / p G / / .' / o THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h / k/ / J 1 / / / / k I /j / / C i ( k 421.17 BS,MT! ' .: '_- .. / / / , . r / .. '. /434�7 GAR / / / / / / /�/ / /LQT / 6u -33 FFEr°/ s� --- / / - / �., / 1 k E Q// ' s icy tee. p4 WROPOSEDB"HDPE ROOF DRAIN SYSTEM./ �s k �\/ // /. / -- - / k ✓ / i' l 7Y -, l �¢8 /io'PRIVATEEASEMENT(TYP.) e/ gyp\ e 3 \ e I / T 5 j -- a ) 4z8.33 GA ' , o / / l l / \ 2� e /e/// / - - / �/ / & +g.00 oF�F 5 T I /e . / . e / — - M U 41Z9' . <° .L 43�r�7GA 8 p6i �� / / p / / LOT x / 3FP€ a / / / / / \ / ' / _ — Z � 8o a 0A Y*33J3 r / � % 1 / /eF '� 4z6.00FFE i °me8a / / /�.� / �/ k \ �•`' / / I/ k �� / / / / J o 77 N EXISTING PRESERVED / / I 4 7 �� :: O �v / OT / / /k l k�� / /� / A\ e / / L� / // �/ / / 6z% / k. / / v v Jam. /e STEEP SLOPES (TYP J k 417.17 BSMT So / //. k / k/ V I / f / / / � /��/ L7�T 1 � , 9 / �. / // /��'I/ z .33GAR. , 4 / O o 4.� �kl YD-7 ��.: % ..ry.�- 'YJ6 ,r'" A / /,'!-L� /� E f�.� // �/ / I / o ��1 k!�� I LOT✓LOT 7 4�77_CAR�4 / / / ///�/ �/ ��� // / / > 3 4z ,SO,��+ -ate /k�i. - / � / l / / � o �. i7 FF vti 8A �� ° / K E/LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES / W k - PROPOSED GREENWAY (TYP.) y - ,'1 / /. HAVE BEEN DETERMINED TO BE LESS THAN z % BASED ON NEW LLI T� z / L T 4 13-33 B M 46 Xyo / 4z5�G LOB //% 5 � 0 s / / TOPOGRAPHIC INFORMATION (SEE: BROOKHILL- BLOCKS g io & u lk l / / // q' g �y 31 FESp E)LF / /% / /STEEP SLOPE SURVEY EXHIBIT, DATED i/6/zi) TO THE SATISFACTION OF / / / 74 a.$ / ` ` ' / ��® sg / / THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h ' / / / i d k I / /� y / / i l l / u) 06 PROPOSED 8'" HDPE ROOF/YARD DRAIN � �/ / / l 450 F / o/ / �% LOT / j// /// � � // � /` �/�/ � j/ E � /� � � e e / /� f / / / / / / / � w w a . 1 I ''nn \\k SYSTEM w/1a'PRIVATEEASEMENT (TYP.) iz.6 lj MT /° /' � 1. k I J / / L L1 T I �li `$ l/ % �4�36 FEd 5 / / �/ PRO OS/DGREENV (Tj l f �) / ~ O ¢ `o Ik k I / / 73 I4z .i GAIj oo :?4133 FA r / / r / / ��l k [] z � I . I ! / FF I ! 4 y N 4zz,33 GA : LOT / / / / / % / / k / I / F / / / / / / —i T� Q 3 I / I 1 41i. o ry 2'oo FFEad ✓ �. ..�� / / / / / / / / / c LIOT 6�/0/ ( 84a k /� ./ //�/ / / �. / / / /` E / , f l a Q v % k /kz / / / k / o 4717 67 / j/ �/ r /. % �. F e \ E1 f. 6/ r/ / l l l f I 4=53 B" T E YD � z LO / PROPOSED 8" HDPE ROOF DRAIN SYSTEM o r o w/ io'PRIVATE EASEMENT (TYP.) �/ Lu U Q 0 cn / y/ e / /' EXISTING PRESERVED e Q o e 7 4e1"83GAk2 N 11 /. ///� /E % /� 4�06 Bfir / �✓ / �-STEEPSLOPES (TYPJ u c �) /�/� ) I 4 ®7 ; z 1 a 44 aa\� % k / / E/ �f // �. / . ✓ / k . / 5 / ul co 0 Lu k/ 4 p/EXISTING STREAM / z 418 44 / % �) / / / / / J w z AR r / U fFIFE/Jl �/ / 1 w ^I / /F/ /�� /� �� //�t tt Ik I I' OT l PROPERTY BOUNDARY (TYP.) k / . zo.50 t-FE " // k E E > k 41P.67 BS�h ,4 / 4> /k /k// �� �/ k k /'k � // / / co x C) U 4 I \ LOT k�/ J CV 69 41g.83 GAR / k / /�./// / k k k I k� XIST NI G WETLANDS jTYP�) �� �I I l / / >' k k I k 4zo.5o FFE / // 43 // // 4/ k k Sk i GHAPHI S( ALF� LOT - _./-/ �.-f __e_ k. k. 1 k./k / 7 / JI / / / /,./.�.�//-/ �. /_ // _ I .. k' - k k k / / / ° I I o a5 0 60 k ( / - 6$ / g PROPOSED DRAINAGE STEM (T P.) // / // k F k k/ l / I / / / = o / F k PROPOSED 12" HDPE ROOF/YARD DRAIN / e k k k k `. I \ / k / k k k. /� IN FEET o / k / SYSTEM w/zo' PRIVATE EASEMENT(TYP.) \ S / / / // k / I ( - l) I I / JOB NO. /k. / k / / k e k k k e / �k k k / / / I 1I inch— �o It./ I / 182150 0 /�k / F k / l --_- SCALE j// ,��/..'�� /k ,F'/ �. /. k/ / / / / / I ' l l I \ \2�- 1"=30' o /k- . ;�/ "�_ k/ k / l / I I / I --- o / k E / k . /k k / / / / / / / / \ \ \-------- 'LINE - SHEET NO. n / k/ /M�j�C - SbE SHEET s k k k / / / / / \ 10 k - PROPOSED VDOTASS RIPRAP OUTFALI w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT WALL_,,-'�L=16', W1=7.5', W2=i8.5', D=i.S' MIN.) i �E / @ PROPC�IE LAT VAOARSEA6GREGATE OUTLET \ /F PROTECTION w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9' I L=10', Wl 6', W2=6', D=18" MIN.) PROPOSED SWACILITY & / MAINTENANCE EASEMENT / � � pSEE VSMP PLAN FOR OUTFACE / DESIGN INFORMATION I I I I I R H R, V N�1 , SHOOD FU UR �q E N 1 L I� Y AV✓BLD . \ / J / ` 77P BLICR/W / 14,1 Lu Lu \ _ \ E /E LI..1 E E/ \ \ \ \ \ \ \ \ \ s� s �- s s s 5 \S�5 / / / k E z / ` \ \ \ \ \ \ \ \ \ k � k F �� PROPOSED GR EE NWAY (TYP.) \ \ %•Y `i E U / :RVED STEEP SLOPES BASED ON NEW E ( `?(E ISTING STREAM \ 00 - BLOCKS 9, io, & ii E �/ C / 4i Q� )THE SATISFACTION OF /s/�- / _ \ \ OC�� SECTION30 F / /� /` �_ m�Z — / � .(� t GRAPHIC SCALE 30 0 i5 30 6o ( IN FEET ) 1 inch = 30 ft. PROPOSED VDOT CL. AI RIPRAP LINED UPSTREAM ENERGY / / /, E F I ` I �I DISSIPATER, WITH FILTER FABRIC UNDERLAYMENT. FILTER ) E E` — — — — — / FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM 40 / OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY/ <- / �d DISSIPATER DIMENSIONS: 10' LONG, 10' WIDE AT THE / CULVERT AND, 1$' WID Ai THE EN . STO E THICKNE 5=1 ' �y �/ I l l 1 PROPOSE VITH 50 WING WALLS - � HEADW LL WITH 45° WING W LLS / / /Lk PROPOSED 3UL3 E T- x00 \. / /SEE SHEETS o- i FOR Q Luo� � 76 �2o 40254 \E PROP SED VD T STD. CONC ETEI \PROPOSED DRAINAGE SYSTE \ HEADWA L WITH 450 WI G WA S L120 / I %� PI COARSE AGGREGATE OUTLET 401 PROTECTION w/ GEOTEXTILE FILTER PROPOSED VAR. WIDTH �\ y0 �<� FABRIC UNDERLAYMENT. FABRIC TO / DRAINAGE EASEMENT I / p- KEYED INTO EX. GROUND 9" MIN. J I I Vl ° o AT ENDS &ALONG PERIMETER. PRO�OSED VDOT CL AI RIPRAP LINED DOWNSTREAM OUTLET o FABRIC TO OVERLAP A MIN. OF 9" I / / PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER r� (L 10', W1=6', W2=6', D=18" MIN.; / FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE \ :SEE VSMP PLAN FOR OUTFALL - /STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY/ \ I ESIGN INFORMATION _E / DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE E (WP020200004) CULVERT AND 21' WIDE AT THE END. STONE T,HICKNFSS=18" / , J Lic. No. 035791,E 1/6/21 ¢�'41 z Z F U w p Z J Q C L J L O U) ~ LuZ ` Vl [ > L W L w I ° a a c 0 0 0 0 °- N N N N .•y U W O O O N O ('4 -T C4 M 00 N N 0to 0 v n o a C L ° J] U ® M z O 0 N ° J ° M � 3 0 L ° 0 L Q n n N O GL ° N w Q0 \ ' a o Lu lr s J U w Lu ° �j Q V O v U 016 ° 0 w L Y w U o O E ul m ° Z Lu w Lu J Z z ) UN � �/ T Z y J J J w O O 0 Q ° 0 O c U O x U � W ° J N ti F C W w a u=) JOB NO. 182150 SCALE 1"=30' SHEET NO. 11 �,TH OFF 6, 49 3 y k �/ �� k 4 5o FFIaF' 43 �/ /� �� k�� �' k / k 4107 B �/ k/ ��/ / k/ � SCOTT R. LLINSZ U Lic. No. 035791,E LOT % / 68 1/6/21 w� kI k / 3¢ PROPOSED DRAINAGE SYSTEM (TYP.) V/ k l k k PROPOSED zz" HOPE ROOF/YARD DRAIN � / / / ' ' % e k k � ,E• " k k k SYSTEM w/ io' PRIVATE EASEMENT (TYP.) �Iy S E ONAL k \-'- •4i 43 / / �. k 4 /� k ,•k . -. J 7 /k./ k` / jk \ ur / k�jC�' f JET /l k. k - / �k/ �,��� �I �' Z Ln Z Z k/ //MATCHLINE - SS..E SHEET 10 k k YD-7 -k k k E/! 0 0 0 0 0 k. .-.,k/ 140E �� /� �/ k Z ? V �� k !/, / k ok"' -jkk. k. k 1 -,'/ E_FEII Ij �' /k\ 0 J D > z om 0 V< ¢In ¢ Owm > Owm 1 \ fk - ..\�.�/�k I� j Z \ I \I �•- /`" \\\ kl \ ' \ ' %k�/ k\ x. kf��/(\ E-I \ 1 k /�fk. k II�. . OJ40C Z /.�. /�/ �\i k /�I '�� 11 k 1 ' kd+I1_ '�7%�/.�k/- III{k k ,Q.(tCI'FnI�' /\�k I /\/ /klI �\C� � \ \ k ik/ �k\ E. / k > LU d d d �i\/ �.F_ .- .-. .k E k� ,...�� . /k k oD /k �.k LU - /� - k k/. / k � / k /� 4O k \k 'PROPOSED zo' PRIVATE/ k � 4�/ DRAINAGE EASEMENT I PROPOSED zo' PUBLIC DRAINAGE EASEMENT (TYP.) �k F n N N O N CD -�k. k\ C I \ �\ k 4(/ �. k k l kll�\\gam k\ k \\ /k \k �5� / o II I � / ' - �- �•. k k � - � � k k -� k. /_j-///l k .. k ./. ;F k k //i ,�/ , fF ,EXISTINGSTREAL kL9 / / CY 7 / k / / i ; / I I I I I � -..' 11 k k • �'r k �, � - .F_./ k k� --.k�k <. k .k �'/k. CY) M L /k _ .. �. �. // .-4/ LL 04 I XISTING ioo-YEAR k k k k <j / k �jk�l�\ / J T� Z k. �l/ �/'✓�. /\ k/../ / k ROPOSEDGREENWAY(TYPJ / > co T� 06 k / k I ILU k / k ROPOSED DRAINAGE SYSTEM (TYP.) k k k / / / ~ O w k k ,�)/ k k I �" k/ •, I /. . k k / �ry'j l k k kk _k /k / k /E k \ k k / k. 5/ �/ .� / k k I k � /k \� Q ,./k 3k k PROPOSED VAR. WIDTH/ k k /�\ O k / k /XI k� ' /' Ik_ \ // y' @ F k l I l I DRAINAGE EASEMENT k.� ® U 0 k E / /� o t'� \ E E J k �l ( I I / / EE kE EE E,E�'� yk / k / �� / I � i FF_=� k E E E k � / / I E l / k 1 w LU V (/ k y� .. . / - k F/ / k-.' E k E E I k' l l k F k k k k k k k k ��k 1 k k l k E E E kE E E k E y E k k � I I I / k k / / pa k E ! I I ` k E/ _ O Q (� k� k k./. \ E\ to E J k k E�/// k E k E.' / / J 1 \ k k I k kE E E\ t k EE E k k k l / / 1 \ Ua \ 1 \\ E k k k k , Epp)( H w LU co l / / I \ no k XISTINGioo ;RFLOODPLA\ \ \ \ \ U .F kk l l/' k k. \ VDOT STD. ES-� &LU PROPOSED RIPRAP E CHANNEL OUTFALL - SEE VSMP PLANS 'FOR OUTFALL DESIGN INFORMATION WP020200004) �fQIn� O k k/ / k k / / / / \ I \ �_ / ----- k C) �� /W / \ � / Ok k , PROPOSED VDOT STD. CLASS I RIPRAP OUTFAL � \G TRAP-MG-S C �1LE_ w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT k\ k �/ \ i o 15 so �/ (L z4', Wi=6', Wz=iz', D=z.k' MIN.) / / / \ \� ~ - G I a ~ _ m k — - r k k / / / / / / \ kl I k k. ✓ k / /k / / .� IN FF)sT / JOB NO. 182150 1 inch = 30 ft. / / SCALE i -- i-- k k \ ` / l / / // // 1 30 SHEET NO. r / — ---' _ - - - / / / 3✓V ,' - - - —� \k k 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 VDOTA 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. CONSTRUC77ON INSPECT70N OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY 774E DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF 77-IE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL GI2A DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONS7RUC77ON. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY B' ]° 6' 3 3'-9/2' 3'-11�" Y-1/2" 3, ." 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 X " GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. V?N �AWW 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). J J IJ J J IJ J J 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS GR-2 GR-2A S 3" POST SPACING) C P-1%E•' POST SPACING) SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. JIM DYNAMIC DEFLECTION - 3' NO 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 VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ME APPROXIMATE PROPERTY NUMBERING ORDINANCE AND MANUAL. ((([y�II��� 1YE'111�E1111111 ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND J�L 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY M DIRECTED BY THE ENGINEER. THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE FOR DETAILS OF POST AND BLOCKWTS SEE SHEET NO. 501.05. X OPTIMAL M-2A METHOD • OPTIMAL M-2A METHOD MING NESTED RAE USING ADWTIONA. FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOINT, AND RAIL ON BARK OF POST DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS HARDWARE HARDWASEE MEET NOS. 501.01 AND 501.02. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN RAL ELEMENTS ME FURNSHM SHOP CAVED FOR RADII • WHEN NESTED RML T ADDITIONAL RAIL 5 PLACED ON BACK OF POST FOR WEST THE POST SPACING WILL BE B'PLA SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. BETWEEN s FRET D 1 O FEET. j 12. VOOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE NOT BE gi WITH A VARIIATIOSI NEOFEMOW THAN/T•'' SMALL aoT SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSlT70NS AND GRADE SAG POINTS AS SHOWN ROM D TICAL.&ONE W-BEM. B ALTERATS. ION O POSTE SHALL RE SET MD ALD OF HE SPECIFICATIONS - ON ALTERATION M FORCE,AB PER ON THE ROAD PROFILES. secnM sos a THE sPEDRcpnare. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE ALL GR-2 N7 4 MIN RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27 " MIN - U28Y4" MAX AS MEASURED PER STANDARD GR-N5. DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE ALL W-BEM RALS SMALL BE LAPI'M N THE DIRECTION OF VENCULM TRAVEL FOR THE FINISHED ROADWAY. CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A THE OPTION& M-2A METHODS OF NESTING TIE RAE OR USE VDOT OR COUNTY INSPECTOR PRESENT. SSTANDDA AN D GI NkSRwLLOBE APPPTIME RROVLD°BYTTHE°EMIG EST `En PRIOR TO INSTALLATION. ROAD NOTES GRADING ROM AND DC3r OA®s 1. THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFICATIONS, THE ROAD &BRIDGE STANDARDS SHEET 1 OF 2 REVISION GATE OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL 501.D4 oena AND CONSTRUC770N METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO 7HE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF 774E SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE. 3. 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 W7H 7HE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF 7HE 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 7HE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS 774AN 10, 774E DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, /1, OR III PRIOR TO PLACING AGGREGATE BASE. 4. 7HE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 7HE SURFACE COURSE IS BEGINNING AT 774E COMPLE77ON OF 774E INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DA Y5, THE PUGMILL REQUIREMENT WILL APPLY. 5. 7HE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION 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 TRANSPORTA7ON SPECIFICATIONS. 9 ENCROACHMENT POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES 7HAT 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 7RANSPORTAT70N 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 CONSTRUCTION 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 Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). CG-12 NOTES COMPONENTS OF CURB NAMED CONSIST OF THE FOLLOWING CG-12 NOTE: COMPONENTS OF CUM RAMPS CONSIST OF THE FOLLOWING: HYM&LIC CEMENT SIDEWNJE (DEPTH IN INCHES.AREA IN SQUARE YARDS) HYDReLLIt CEMENT SIRBI [DEPTH IN INCWS.AREA IN SQUARE YORDB) GENERAL NOTES CURB WHEN REQUIRED LOG-2 OR CG-3 IN LINEAR FEET[ DETECTIBLE WARNING UREA IN SQUARE GENERAL NOTES: CURB WHEN REWIRED WG-2 OR CG-3 N LINEAR FEET) DETECTIBLE WARNING [AREA IN SONARS I THEDETECTABLE H P Y TRUNCATED OE EC OPLE WARNING SHALL DE ROWOEO B RWCA ED OWES. Ci THE ABOVE ITEM$ IU A TEAR ITEMSPAY ITEM ME SIK10.p 1 T i X P T TRUNCATED K DETECTABLE WARNING SHALL BE PROVIDED B flWCA EO OWES. ITEMS15 ITEM EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM MD $H30.0 I. DETECTABLE WARNING SUFA BE FROM THE APPROVED LIST FOR ME S CUT FOR BE SUMYA8IE0 FOR EACH LURE CUT IMP. 2. DETECTABLE WARNING STALL BE FROM THE APPROVED FOR BE SLIMMARIZEO FOR EACH CURB CUT RAP. M DETECTABLE WARNING SUIILES. PRODUCTS NOT LISTED SMALL YffT NOT REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE SIDEMAN RAMP IYt MA% 409MMTXE NOTENk3 DETECTABLE WARNING SJFALfS. PRODUCTS HOT LISTED SMALL MEET M T REQUIREMENTS OF THE SPECI L PROVISION FOR CG-12 DETECTABLE SIDEWALK 48:1 MP%WMNNG SURFACE ANO SHLL BE SUBNIiTEp i0 TIE STANDARDS µDI WARDING GURFACE MO SXILL BE SUBMITTED TO ilE STMpAROS MDSPECIAL DESIGN SECTION FOR APPII SPECIAL DESIGN SECTION FOR APPROVAL.L �]. SLOPING SIDES L£ CURB RN.IP NAY BE PgIRED ApNOLITXKMIY WITX RkIP A SLOPING SIDES 6 CURB RNAP NAT BE POURED ApHOLITXKkLY WITX RAMPFLO(PR MR"112:11THE OR BT USING PERMSSDLE COISTRULTIp! JOINT WITH flE UREIC BARB. G FLOOR OR BY USING PEgN55BLE LCNSTRULTIp! JOINT WITH qE URED BPRS. ae a4. li RAMP FLOOR 6 PRECAST XCLES MUST BE PROVIDED FON DOWEL BARS 50 BE CASs IN PLACE AFTER PL/CEMENT OF FLARED SEESRECA 101 MAX 4. IF T A FLOOR 5 PRECAST IDLES BEC Y PROVIDED FT ODLAC BARS OFPRAT THAT FLARED SIDE$ BE CASs RAGE AFTER PLOCEMENT OF MAX PRECAST RAID FLOOR, PRECAST CONCRETE SHALL BE CLASS A•4. ST RAMC T C T C PRECAST ROMP FLOOD. PRECAST CONCRETE BXALL BE CLASS A-L. ST FUMID H TYPE A TYPE A 5. REQUIRED BARS ME TO BE ME.5 X V PEALED 1'CENIER TO CENTER ALONG PERPENDICULAR 5. REWRED BARS NE TO BE NO.5 X B" PLACED TCENTER TO CENTER &ONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR NO -DEPTH OF RkIP FLOOR. MINIMUMBORN CONCRETE COVER 11 ". /X ' R ETE5 OF THE RNIP FLOC MO-CEPTH OF RMIP FLOUR. MMHW CONCRETE COVER 1' ". A 6. CURB I CUES AMID CWB Rk.PS\5„ ICUflB 6. CURB I CURB MD CUTTER SLOPE TRANSITIONS ADJACENT TO GARB FARM•AN AE INLLUOED N PAYW CNiR FORCUNB / GUT�TERTII /K N kK,S1 � ! T IRE INOUDED IN PAYMENT FON LURB I LURB ANO GUTTER.J T. QA(B RNPs ME TO BE LOCATED AS SIN)WN ON TIE PLMs OR /5 DIRECTED i t �� T. GURR IMPS µE TO Eg LOCATED AS SXOWH OH TK Rµ5 OR AS OIRECTEOu VM BY TIE EHGNEER. THEY aE i0 BE FRDVIDED AT NTEMSECTgNS MEREVER M ACCESSIBLE ROUTE WITHIN TIE EIGHT OF WAY OF A HIGHWAY FACILITY 12;1 M �A" BY THE ENGINEER. THEY ME TO BE PROVIDED AT F A HI LTIONS WHEREVER IH ACCESSIBLE ROUTE WITHIN THE gDHi OF WAY Ci p HIGHWAY FACILITY 1X�MAX l CROSSES A CWB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED CROSSES A CAR RELARMESS OF WHETHER SIDEWALK IS EXISTING R(q+OSEp OR NONEXISTENT. THEY MUST RE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON FILMS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRMN CROSSWALKS A5 SHOWN ON RAMS ERN AS DIRECTED BY THE ENGINEER, µD SHOULD NOT TYPE B BE LOCATED BEHIND VEHCLE STOP LINES, EXISTING LIGHT DOES, FINE PARALLEL BE LOCATED BEHIND VEHICLE STOP LIMES. EXISTING LICIT DOES. FINE PARALLEL HYDRANTS DROP INLETS, ETC ACCESSIBLE ROUTES PROVES A CONTINUOUS WOBSTRLILTED STASLE,FIRM µ0 SLP REDSTART PAIR CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THECAN BE APPROACHED. ENTERED V,.S.npp• \ ( V�, W)V�'•' \I'kCAPPROACHED,r„•l •, y 1 �, f' , NYWµTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED STABLE, FIRM ND UP RESSTMi PATH CONNECTING ALL ACCESSIBLE ELEMENTS STAB6 OF A FND U THAT CAN BE CONNECTING ) '\ Tpf,N '%•� AND USED BY PEDESTRIANS. ��0.0. V YY Yp'i"A "J\L2 (V J'�'�Y 4 MD USED BY PEDESTRANS. •Vp V) Y `•�ji"J` . \� \I a k N. IMPS MAY BE REARED ON RAD TANGENTIAL SECTIONS INFORMED THAT OhJMW�n: 1Y1 MA{ B. RMPS MAY BE TANGENTS SECTIONS PROVIDED THAT LA RADIXIT 1q\Dv<Nr'CW, „��, I2.1 MAX IT IN TIRE LIMITS OF THE CROSSWALK AND THE CURB OPENING IS PLACED CONNECTION THAT THE SLOPE AT THE CWNECTIW OF THE CURB OPENING 5 �� 12'1 M' '%� NG IS IN WITHIN THE LIMBS OF THE CROSSWALK AND THE CURB OPENING 6 THE THE CORRECTION OF THE CURB OPENING IS TXAT THE SLAR �l 12'I MA% `q PERPENDICULAR i0 THE CAR. 5'MIN\Y M.•W. ••KTi NO TO PERPENDICULAR i0 THE CURB. 5 MN * I.W. Y TYPICAL CONCRETE W K 4" THICK. WHEN THE NTR R II T 9 CAL CONE E E SDE AL S C E E E MCA AB 9. TYPC& CONCRETE SDEW&N IS a" THICK. WHEN THE ENTRANCE RANICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY Tglld( TRUCK ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4'MN TRAFIC. REFER TO STANDARD CC-13,CWMERLI& ENTRANCE (HEAVY 4'WN AT X . 2" HIGHER THAN TRAFFIC. REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE (HEAVY AT X .2" NGXER THAN TRUER TRAFFIC) FOR CONCRETE DEPTH. -T EDGE OF PAVEMENT TRUCK TRAFFIC[FOR CONCRETE DEPTH. -T EDGE OF PAVEMENT 1 RAID AR IN CCNJ T WITH A SHARED PATH 0 CAB S E USED UNC MN USE \\ AT SAME AS TOP OF CURB V. WHEN CURB RAMPS ME USED N CONJUNCTION WITH A SHARED WE PATH \\ AT XX SANE AS iW OF CURB THEN F THE MINIWY WIDTH SHALL BE TIRE WIDTH a THE SHINED USE PATH. THE MINIMUM WIDTH SHALL DE THE WIDTH O THE SHARED USE PATH. I. WHEN OW ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C It WHEN ONLY ONE CURB RAMP B PROVIDED FOR TWO CROSSINGS (DAGON&I, TYPE C A a•x 4'LNowc AREA SHALL BE PflovlDfD TO MaEuvEH A wHEELDNNR PARALLEL &PERPENDICULAR a a'+ 4'LMOINc AREA SHALL BE PROVIDED To uaEuvER A YMFELcnaR PARALLEL &PERPENDICULAR INTO ME CROSSWALK WITHOUT GCMG INTO THE TRAVELWAY. THUS 4' x 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAWLWAY. THIS 4' x 4' LANDNG AREA WAY NCLUDE THE CUTTER PAN. �n LANCING AREA MAY INCLUDE THE BETTER PM. D. ILL GAYS WHERE CORE RAPS INTERSECT A RADIAL SECTON OF CLfD AT ENTRANCES OR STREET THE DETECTIBLE RUNCA EO DOME TRUNCATED .6"-2.4^ C-L ~ 1 H fl i TAR SECTION F 2. ALL CASES WHERE CURB ALPS INTERSECT ANAL SEC ON 0 CURB AT ENTRANCES I- SWEET CONNECTIONS THE DETECTABLE TRUNCATED COME .6"-2.1- G-L ~ 6I WARNING SURFACE SHALL HAVE A FMLORT RABIW OR BE FIELD FACTORY -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 000 O O = R WMPl1C SURFACE AINL HAVE A FACTORY RADIUS OR BE FIELD -HOOFED AS RECOMMENDED BY THE MANUFACTURER TO MATCH O O O O O z THE BACK OF CURB. L A O D O D D O D O D O D TIE BACK OF CURB. A O O O O 0 0 0 0 0 0 0 333 TO D Q Q Q D Q Q Q D D D D T O D D D Q D D D D D D D D 7 LNONC RAP 000000000000 Ia ENDING RAP o 0000000000000o Io 000000000 o 00 o Do ry, 000000000000000 0 0 0 0 0 0 0 0 0 0 000 0 0 ;+ 0 0 0 0 0 0 0 0 o O o O o 0 0 m o00000000000000 o 000 Do OODDDoo 000 ON X- F OF BASE OIMETER DIAMETER 0 0 0 0 O O O O O O O 0 O O O %- X F TOP DIMETE DIAMETER - O O O O O O O O O O O O O O O DETECTABLE WARNING 0 DETECTABLE WARNING AT BALK OF CLIiB B"-1.6•• SEE NOTE 12. BAY DMETER I _ VNIABLE FULL NTDTR OF RAID FLOdt _ I I PAY tJY1T5 AT BARK Of CURB 0.8"-1.a" BEE NOTE V. BASE OIANETER I_ VARIABLE FULL WIDTH OF qNP FLOM _I I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VEX7T CG-12 DETECTABLE WARNING SURFACE SPECIFICATION RSEERENCE `N/�OT CG 12 DETECTABLE WARNING SURFACE SPECIFICATION REFEPENLE ROAD AND BRIGS STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSFORTATC4 ROM AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSFORMATION 105 502 1Ds 602 MEET IOF 5 REVISION DATE 07/15 SHEET 1OF 5 REVISION DATE OJ/15 203.05 203.05 X 27Y4 MIN - 28%" MAX RAIL HEIGHT PLANE RATES OLSON SFEED NSDE SHY LINE BEYOND SHY LINE MET IINE LS FLARE RATE FLARE RATE 70 9' 3GI 154 f 60 B' 261 Iaa W 5.5E 21:1 111 f 40 5' 15:1 BU XI Y 1 131 71 f *PUGGL [LET MAiIMM1 PLANE RAIL FOR SN-RIGID EARNER SYSTEMS A COPY OF THE ORION& SEAED ANDSIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION ,-I )TN OF ENTRANCE FM EXPANSION JOINI It, � 4 FD W CURB INCLUDED Ix ~ -ENTRANCE BETTE re I�•V N I W u A� FLOW LINE I $ ¢W ENTRANCE WIDTH IH DESIRABLE NMUM M' S EXPANSION JOINT NIMUM 12' HALF PLAN A SIDEWALK SECTION A -A rJ TOP CURB I I (RMIIS TO DE ASAS A-1 AN STREET APPROACH SAME SURFACING MM NEE ROADWAY (SEE NOTE B) GENERAL NOTES SHOWN ON PLASH - - - - - - - - Cl C I 1. WHEN C0-1115 USED iM STREET I CONCOCTION WTT CONNECTION MKT BE DESIGNED IN .L000RDIN WRX I IRMUS TO BE AS ANSHTO POLICY AND THE APPLICABLE REQUIREMENTS NAME. COMBINATION SHOWN ON PLANS) OF THE MOOT ROAD DESIGN MANUAL. INCLUDING SORT "a AND BETTER DISTANCE REQUIREMENTS. / CG-BI LSE[[[ NOTE TI 2. WHEN THE ENTRANCE RADI CANON ACCONNWATE THE ----�1 I� TWANG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, WE DOWN FOR MOEVI&K M CAR PAAPS SDEVIL1l I I WHIN THE LIMITS OF THE RADI SHOULD BE (SEE NOTED 6- OPTIONAL B" INCREASED TO I FLOW UK 3. WHEN USED N CON.LMCTON NTH STANDARD CC-3 --- I OR CPT, TIE CURS FAZE ON THIS STANDARD IS TO !EXPANSION EXPANSION BE ADJUSTED TO MATCH WE M UNTABLE CURB JOINT '6 JONT COMNAIRVOON W 4. SEE STNDARD CC-12 FOR CWB RAID DESIGN TO BE NOTE: M. '4' R•-O' DRAB WNIIE RO AY SHOWN M TYPICAL SECTOR. A� USED Wlm THIS STANDARD. 5. OPTIMAL FLOWLBE MAY REWIRE WARPING OF A PLAN VIEW MITTEN OF GOTTEN TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES IMMUNE ROADWAY SLOPE S. PLANS ME TO INDICATE WHEN CONSTRUCTEDN OF A FLOW 10 PAAABCUIC CURVE LINE 15 REOUPED TO PROVIDE ROSTRA MANAGE ,CROSS ME EONK ROR U�EDk 8 %MAY. SLOPE CHANCE ® - _ TD. V TIE ENTRANCE. TO TIE T. MAW ME PAYMENT TRIAL BE DAMAGE REQ LIED (EXCEPT ANY PAVEMENT DIME; [ROADWAY - _ _ _ _ ROOTED FOR IMMUNE Ii WHICH CAN BE HIGH CAN B BX MM. �- D ENTRANCE.) OMITTED N ME ENTRANCE.) SLOPE CXMGE ® - B. RAXA CURB OR -NO-- CURB ND DOTTER D SNAIL HOT BE CONSTRUCTED BEYOND WE RAW NNE EXCEPT FOR REPLACEMENT PURPOSES. 20'NNMN FOR 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 5'MIN. CO20'MM& ENTRANCE D' ME LISTER N ME ALOWABLE ENTRANCE CRUDE TABLE. THESE VALUES CAE EOT APPLICABLE TO STREET M CONSTRUCT GRIDS CHANCES WITH A PAAABOOC CURVE. CONECTIOHS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES ENHANCE vOLwE CRAOE CHANGE 'D' DESIRABLE MANIMUM HDH MONO THAN 1500 WD 01 3 X M'DJM 5DD-1300 WD 53% B% LOW I LOBS THAN SOO WD 58X B% '�• '•' •�' NOTET ALLOWABLE ENTRANCE GRADE TABLE 6 NOTS 6X'V 91 •i' 'N' .L.' .:. :. • APPLICABLE TO STREET CONNECIMI SECTION C-C ERENTHOLERWISCIEDCAI METHOD OF TREATMENT - EN FOR STREET INTERSECTIONS CA 22, BIDSTOY AND COMMERCIAL ENTRANCES VRGINA DEPARTMENT OF TRANSPORTATION WON OF LIMNS O PEDESTRIAN® LIMITS OF PEDESTRIAN /.t 55 ROUTE ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE UNPAVED SPACE WIDTH OFF IMPEZ� --- A RI NON -TRAVERSABLE a CE55 ROUTE SLOPE LIMITS OF PEDESTR N CESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE N)DI ION& RIGHT-CF-WAY IS REO ED IF THE LIMITS 1`3. DF PEOESTPoAN ACCESS ROUTE EXTEND BEYOND EXISTING M PROPOSED VDOi RIMT-OF W I�5"•I ® STTAABLEE,FIRM UNOBSTRRUCTEO ANDDVSLIPARESIISTIµT e• p� PATH CONNECTING ALL ACCESSIBLE ELEMENTS DE A �+ FACILITY THAT CAN BE APPROACHED. ENTERED AND -e. -P. •>. VSED BY PEDESTRIANS. • IF PEDESTRIAN ACCESS ROUTER @ ME BEING voee�e eve PROVIDEOA MINIMUM 4'TRAVER LE WIDTH IS SECTION 0-8 REQUIRED WITH A MO. 2X CROSS SLOPE. WHEN USED N CONJUNCTION WITH STANDARD STAIN DR LGd. THE CURB FACE ON TIP' Z•-0•• STANDARD IS LE LI ADJUSTED TO MATCH 'I^y PARABOLIC THE MOUNTABLE CWB CONFIGURATION. CURVE •'e. e ® zz WDXITO 10%CHACE ue ese ore. �WAss a (LEs.) CONC.SECTIONO C-C �� ®PoINT OF (RARE CHANGE x s 12 X MAXIMUM INCREASE IN ROPE AT MINIMUM 10' INTERVALS % I %3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM UP INTERVALS SECTION D-D STANDARD ENTRANCE GUTTER REFEPD 302 VIRGINIA DEPARTMENT OF TRANSPORTATION R ,.. y4 •- 1•�f6" 2. STANDARD CG-6 STONEA57,BASE UNDER CURB & CURB & GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKn UNG. (5' MIN.) 4" CONC. 3000 psi MIN. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE CG-S NOTES: I. THIS REM MAY BE PRECAST OR CAST IN PEACE 2. CONCRETE TO BE GLASS A3 IF CAST N IMAGE, 4000 PER IF PRECAST. 3. COMBINATION CURB Y NUTTER HONG A RADIUS CE .MIDI FEET OR LESS (ALONG FACE OF CAR) SMALL BE PAD FOR A4 RADII& COMBINATION CURB E GUTTER. 4. FOR USE WITH STABILRED OPEN -GRADED MANAGE LAYER. THE BOTTOM OF THE CURB N GUTTER A SUI BE CONSTRUCTED PARALLEL TO TIE SLOPE OF BEWARE WORRIES AND TO WE DEPTH OF THE PAVEMENT. 5. ALLOWABLE MOI RIA FOR WE USE OF CC-6 S BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL N ME SECTION ON OR IIHRM STANDARDS. D, • ra A . s'A :gyp :D :•D • ; • P. BE A. D----- GENE DDco"E'nfrRACT01t COMBINATION 6" CURB AND GUTTER O6 RR VIRGINIAoEPMTTET6T of TRNOPWTTATILM NOTES: 1. THIS REM NAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS M F CAST N RARE. 4000 PSI F PRECAST. S. (ALONG FACEE OFRCURBI WILL BE FAD FORAS LESS RADIAL CURS. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3' US DEPTH) OR INCREASED AS MUCH AS 3' (2111 BUFFER IN ORDER THAT THE BOTTOM CWM OFMEPAAVEWNT SUBSTRUCTURE. MAN TIRE TOP OF A OTHERWISE ME DEPTH 6 TO BE TO" AS SOWN. NO ASIMIMENT IN ME PRICE BD IS TO BE MADE FOR A DECREASE OR AN INCREASE N 0EPTH. CO-2 IS TO BE USED ON ROADWAYS MEETING THE REOINEM:NT4 FOR C3-6 AS SHOWN N MPONOR A OF THE VDOT ROAD DESIGN MANUAL, IN WE MUM M CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERE"" STANDARD 6" CURB OS 502 VRCRN DEPARTMENT ON TRANSPORTATION A ROAD AND BODGE STANDARDS OIBON DATE 9HELT 1 OF 2D N REVISION DATE 1 MEET 1 OF 1 AN I I / � I I l -- I� I rt r<FR� _n1vE 1 ff n '( I \ \ 1 .III I ILA I t_ F Z, A � i TRIP GENERATION 1"=150' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) o 5 TOWNHOUSE UNITS CODE z 3 ADT: 494 VPD (247 ENTER/ 247 EXIT) AM PEAK: 37 VPH (6 ENTER/ 31 EXIT) 9 PM PEAK INTER i EXIT < VPH z E Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Intermediate 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.OA 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 n/a 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 14 4 5.88 ISM-9.5 2 1.67 n/a BM-25 1 1.6 j1A 8 0.6 9.74 BEVELED UNITE n. IanIM xI�HM MFORCEMENT TO WIlHM3 MCHE60i TNELOWER9LOCKEACE 10^ MIUM, �� AnchOA" DiRmone / R \ C147`ORCEMEM CONNECTION lV]{ (NOTTDSCALE) •••-•••:'s•"""•Lwlx< IO1 Ar I NEORCEMBNT LEN" S I YNTRRTTL.1URNNNUN_ I ERSRIxG TE-SEEPT. 0F�o6HENCRKINPARDEMENT W. AOchorTM Di6mone / X \1a EXCAVATIONOVERSIZJNG WX /(SSALE: 3/X^=E-0^) ,-•-..."..."".."a"."` AncIT TM DO RI TYPICAL BASE PREPARATION WXRNOTMSCALE) ,~,••cam"N•..:,.ni.. 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 II21 A ASPHALT PAVING - ROADS NO SCALE Sa" (TYP ) SEEPAVEMENT CHART FOR DEPTH OF EACH PAVEMENT COURSE TYPICAL STREET SECTION - PAR. XZOTH PUBLIC ROAD R/Xr (AWH COURT & FLORA LANE) 2S MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED (MOT TO SCALE) NTH BUMPOUTS ALONG ROADWAY. TYPICAL STREET SECTION - PAR. KfDJTH PUBLIC ROAD R/IP (FLORA COURT) 20 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED (MOT TO SCALE/ WITH BUMPQUTS ALONG ROADWAY. 6"WHITEI LANE STFIpG nuru L ' U4i 6"WHITELANE STRIPING PY lmaviMu,q UPPC-FRC TYPICAL STREET SECTION - 61' PUBLIC ROAIJ R%fY (EUSTIS APEMlE) NOTE NO PARKING 25 MPH DESIGN SPEED ALONG ROADWAY (NOT TO SCALE) NNINHEDARA "RE, G STRIPING TYPICAL STREET SECTION - PAR- WIDTH[ PUBLIC ROAD R/XF (ARCHER -4V,FA . ) 25 MPH DESIGN SPEED NOTE: PARKING TO BE PROVIDED BETWEEN BIKE (NOT TO SCALE) LONE AND CURB NTH BUMPOVTS ALONG ROADWAY. TYPICAL STREET SECTION - PAR. WIDTH PUBLIC ROAD R/W (ARCHIsR APEMlE w/ On-Steet Parking) 25 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED BETWEEN BIKE 7NOT TO SCALE) LANE AND CURB WIN BUMPOUTS ALONG ROADWAY. I�H Lic. No. 035791,E 5/6/21 �4Q1 ZU Z O a 0 Z o � ED 1n J O H 51 I - z ,A V' Lu w H W z z W }O z 0 O U w CI a W Ln J Q Li' w a LU w UI LU s 0 0 o O N N N .-i QN O O N O Do M N O -H UPT r M CA•6 �p� VJ N IIIIIIII® M N (0l•�R'� LIJ VJ N N W > LLI I� J L J_ ® w O 2 C) L ' LU F_ Ln ZLU LU r� U) J/W J< O O O N U w "Y ce (Y a z J j , N- 0 XIINNNNNNI C J_ 0 TI LU 06 / , LU V� O U z 0 co IXJ i 0 0 W J I- w W JOB NO. 182150 SCALE i 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 AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 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 BYTHE 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 BY THE ACSA. SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. THE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 250 250 3.01 024 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.UO 2.60 2.52 0.15 U.10 200 2.25 2.50 0.15 11 1/4 1,50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 6. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 291 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 01 ^ 10" & 12 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 1 /2 2.33 2.58 2.84 0.1 11 1/4 I 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 25M 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 & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FlG. W-3 IFEI JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -10'f� -101, 5' -10, 5' WATER SEWER 13 3E £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER 6 SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH DI SEPARATION OF WATER B SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS PLACE 5' GALVANIZED ' WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO IT DEPARTMENT APPROVAL. FINISHED GRADE II -ADJUSTABLE VALVE BOX W/ LID II U M.J. GATE VALVE WATER LINE d IA b 1 1 I_ _I 250D P.S.I. CONCRETE 8 A 2'X 2' BEARING AREA, THRUST BLOCK d -. a A e A A < c NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE TD-9 151/2" E.31 W. 194 CAST IRON CLEANOUFF FRAME AND LID 10 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 7 1/2" SEE PAVEMENT AROUND CLEANCUFF COVER EXISRNG GRADE REPLACEMENT (3500 PSI) REQUIREMENTS ] PVCFEMALECLEM0UFEADAPTER WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP KOR-N-SEAL No. Sill AWS< " WITH 10 1/4" BAND PVC PIPE SEE BACKFlLL AND BEDDING 45° BEND REQUIREMENTS PVC PIPE EWER LATERAL FUTURE SANITARY LATERAL WS'E --- TI L (Y LSECTION'A-A' BOTTOM OF TRENCH SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHi-OFWAVPROPERTY EASEMENT OR RIGHT-OFWAV �� FUTURE v SANITARY LATERAL (WHEN INUNE LAYOUT REQ'0) CAST IRON CLEMOUT FRAME AND LIC - - f �1 I I LLL (I i i IL�5141%I�S� AI �LL 77"',7.. WyE A A CONCRETE 95° BEND I COLLAR PLAN VIEW - - - - STANDARD SANITARY CLEANOUT IN PAVED AREAS 12" NTS FIG. W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 824' IN B. INITIAL BACKFlLL 824 INN MIN MIN. MIN. MIN. \ - 6" BEDDING t „^- #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 BACKFlLL 4 MI UNSTABLE e" 8" 8' 8" SOIL\ MI MIN _ MIN MIN. #68 STONE "GRANULAR FILL AS APPROVED BY ACSA /! STA L OIL O CK L STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 V ODUM OM a 3/1 MALE PIPE COUPLING AN APPImWa EDUAT Q ' TYPE "K w COPPER FOR USE ON ATTACHED 9NGLE DAILY NEGR NPL SONCEN OR DUAL RESIDENTAL AND IRNCANOIA SERVICES. ...... T NOTE nO SWARD mnlws i R. j� DUAL SERVICE IE V CWPREMON a 3/1 MALE PIPE CWPLI14 OR APPSOSEO EQUAL 1• T,PE nL- SaFr comEx OFOR Use ON MLACHm SNDIe FAMILY NEMDINIIAL SENNCE WERE AN IRRIGATION MIERE IS N07 P WOM SINGLE SERVICE NOTE 1) SADDLES S AIL OE USED ON PVc RE. eAST IRax uO FlNSHOD GRNu „,tY-IS- LUCNwxc III R BALL VG E eoz 0DO A I'E') .16' YN. CCPHERSETER I e eexo earuxe 1 S I I Y R cy CCIdVM' ATICN BR , 6dCK AS x ,A, TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION BOOT " =o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 TD-2 9 Top View 6" MINIMUM NOTE: RESTRAINED JOINT FITTINGS 4' MINIMUM 4 Q, 4" MINIMUM d? r \4.a !ACSA, - - - - Side View 42" Minimum p A O, lfcotlon of 95% 4 pactlan nqulntl 4 W a A,Galvanized Steel Beam, W12 X 14 (min. 912e)4. enetration into undisturbedPor as a roved b the PP Y COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) TITS FIG. W-7 TD-13 ,E F \En FO ny N, F I� aE Z oEDEG0 F FIT 0 va � <E £ N 7W E--. _E �¢J E P 7- a BL :E • E „m "om -E u " O - E\ E o f - ° 1P E o f w N N 1, n As NE O LO TYPICAL MANHOLE FRAME &COVER N.T.5 FIG S I TD-1 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. VI TD-5 FINISHED GRADE ---IT ---I -TI T-ITI 7fT-TlT-ITI-7Ff - TRENCH REDUCER r2500 P.S.I. CONCRETE THRUST BLOCK ------- '-�-------------- UNDISTURBED SOIL E _f ir MN PROFILE VIEW} UNDISTURBED SOIL - EDGE :• 24" MN - - - OF TRENCH . ----- ----- REDUCER { f B MN �][y �< 2500 P.S.I. CONCRETE THRUST BLOCK • 8. MN A - - - - - - - - - - - - - - - - ------------- UNDISTURBED SOIL - EDGE 4 OF TRENCH •' 24' MN NOTES: PLAN MEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D NOTO MIN. 60- DIAMETER MANHOLE 0 REQUIRED. CYu. DORI Ima DROP xnNIOLE PVC omu \a USE APPROVED FLEXIBLE RUBBER' o BOOT e •' GASKETED • STOP COUPLING 27• '',h". UROP PIPE PIPE STRAPS - (STAINLESS STEM) p SPACVED EVERY IMA 2' ERTICALLY 90• RESTRAINED BEND �SE"Ex IAFLELT ] 1 � •l1N -PE �: "•,� x, SLREf RIPE PLAN PROFILE MIN. 6' BEDDING WITH NO. 68 STONE L HEIGHT OFTHE VERTICJIL DROP MPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN T WO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE STIR 26 P.V-L, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE POINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4.SHAPEIIN ERTASNEEDEDTOPROVIDESMOOTH TRANSITION FROM DROP CONNECTIONDISCHARGE POINT TO SPRING UNE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SMALL BE ORIENTED AT 45 DEGREES, IMTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. Z MINIMUM 72' DAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12' DIAMETER DROP CONNECTION, OR TWO 8' DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. 5-1-C2 TD-30 36"MINI LARGER TEAMS" IN ANY DIMENSION 24"MI INTIAL BACKFlLL* 8"MIN (6" LETS) EMBEDMENT M THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING N0. 68 STONE - _ 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-ITI=III ,III, '. IL�,llI III -III - AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE RAIN TO GRADE F POSSIBLE - ]I BRICK SUPPORTS OR SOLID CEMENT BLOCKS v CRUSHED STONE TYPE "K" SOFT 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 THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 01 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED 2 x 4 FINISHED GROUND MARKER PLUG END OF MAIN LINEN SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 TD-20 NOTE. HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18'-22" VALVE BOX 7 cu. FT. 08 STONE 42'MIN _ 6' GATE •"y VALVE TEE BLOC PCONCRETE BASE AND THRUST (�,. ' i '� •' \\\Vjl} BLOCK AGAINST AINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS E NOT ALLOWED IN THE DITCH. FIRE HYDRANTS HALL E INSTALLED AT L ATI ERE P 5 R YD TS S D S D OC ONS WAN WEE HOLES ARE ABOVE THE PREVAIU NG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP POLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FlG W-4 TD-8 DIA 1/2" DA [38mm] [699mm] 28 1/4R DIA 7„ LWITFPE] [178mm] 24" DIA F [BOBmm] 28 7/16" DIA 5/8" [722mm] [16mm] 36" DIA 0 26' [914mm] [660mm 1 1/2" FRAME SECTION 13/16" [38mm] [20mm] •• '_. LETTERS FLUSH) 3 1/B" 1/2" 'I [79mm] 22 13/1613mm] 2 1/B" 3 13/16" [579mm] [97mm] [54mm 0 25' 1 3/8" [635mm] 6 / [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14mm] SECTION VIEW I/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY zzzzi DETAIL (2) WSHR 1/I6 X 5/6 X 1 1/2 .1800" ROBBER PARTS 00981045 CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS )103W8 [5mm]2400" [41 mm PART/ 00981250 [6mm 1/2" .63 DIA. STAINLESS STEEL ROD (2) TREND 5/8 ID 1.50 00 SS �29mm) DIA BOSS 113mm PART/ 00981318 HuuM Weer PICKBAR & LOCKLA)G HOLE DETAIL NOTES: PART 00951284 2) NUT HX 5/9-11 ZN NYLK 1. ALL MANHOLES WITHIN 10D 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 MLL BE CONSIDERED. PART/ 0098122E 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E TD-32 Lic. No. 035791,E 1/6/21 �w�1 Z O J c Z GET p ED O Z J L H HE Z � C u < ^> E L i NWIt ur) < I H- L w S � c O F U Q I ED I 0 Q il L � W - : a = p i W i I Ln C l ED cl� [ O O O O N N N EN! O N N_ O Q nSr W ) v o c� L9 7 co ♦z /� M vj N 0 W M 0 N N W> II = L T� /Jj TT V J W � J MIMI F-1 p I- JLU 0 lim T\ 2 V 06 U �/^, w 1 V i O - Y z LU U ~ 0 V J I- ZLU J LU LLJ T mi w Of 0 J < � O O W N r U W J F En W d JOB NO. 182150 SCALE N/A SHEET NO. 14 PVI STA: 50+78.00 PVI ELEV: 467.75 K: 29.29 TH 07,IJ 475 LVC:3oz.5o 475 p �� � � HIGH Gz SCOTT R. LINS L) Lic. No. 035791,E °p 1/6/21�� o��sSIONAL E��1Lij z W z z W W 0 0 LLIU 0 U Q U H Z V) Q > W Q > �"' Q k 0-6 g ov d5 US Lu m Z o 0 o a 0 o 0 0 zz O Z J Q F W J ¢ W a J Q J ul z 0 m x ui m cavil m m a > a a 1� a a a W w Ww 1n 1n w w w REMOVE EXISTING TO EXISTING P N N N 0 N JW LL CS CS CS O N M \O X4 nCD L9 0 r z cyi N Q ® � J N O Q N N In 1 w w T--1 J J J T 1 L.L CO W w ~ � w L9 o z J Q U W Y w U 0?S ~ It It It O o � ul J Q co O 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+oo 46+50 47+00 47+50 48+oo 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 ARCHER AVENUE PROFILE Z J ~ (DESIGN SPEED=30 MPH) - C NOTE: ALL ROADWAY EMBANKMENT MATERIAL w O SHALL CONSIST OF SOIL AND BE PLACED IN � SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 � O INCHES IN THICKNESS BEFORE COMPACTION OVER < THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VERTICAL GRAPHIC SCALE 00 nLnnL VDOT zoo? 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. 25 OR 26, AGGREGATE BASE MATERIAL W ( IN FEET) SIZE 21A OR ziB, FLOWABLE FILL, OR CRUSHED GLASS 1 inch = 5 ft. CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND W w BRIDGE SPECIFICATIONS, SECTION 30z.o3G. 0 _ HORIZONTAL GRAPHIC SCALE a JOB NO. 50 0 25 50 100 zoo NOTES: iO2 i50 i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. SCALE ( IN FEET) 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM 11 1 SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & 1 = 50 1 inch = 50 ft. SANITARY SEWER MUST BE PROVIDED. SHEET NO. 15 ROPOSED PT. STA: 50+ o.SS N m � HIGH PT ELEV: 46 .84 �+ � u.l \ � V 47 l%1 > V °� O � l%1 > > W 470 PVI STA: 45+7z.3 � VI ELEV: 437.ii Z v~i K: 56.8g > Q z LVC: 4i5.00 w~ � 46 � o m m PVI STA: 8+ o.00� 465 LOW PT. STA:45+o .z3 PVI ELEV: 450�6 LO PT ELEV: 440� 4 m � � � � K: 3 �36 / � z VDOT PVI S A: 4s+ii.z5 � LVC: og:oo w �� STD. CD- PVI ELEV: � m U w o o� o >> o M o a 46 : ii7.zz m W o � o 460 o � o �n d V O + � V N Ol N M co OD l0 l0 V m I'd W a ui a ui v bolo 45 � m � w � 455 m w w >a / 82as6 � W / � o = PROPOSED iz"x8"CROSS, 45 V a F (z) lZ" G.V. & (z) a" G.V. FUTURE ROAD GRADE 450 O / w / \ � PROPOSED VDOT [Coll z / � STD. CD-1 / w Q PROPOSED VDOT PROPOSED GRADE (TYP. w STD. CD-i � w ROPOSED zz" CL. 5z DI WATERLINE � _ m + 445 iz" PLUG &TIE-IN z iz" DI WATERLINE i�6' 3�5 MIN. PROPOSED VDOT � ,� PROPOSED FIRE HYDRANT FIRE HYDRANT STD. CD-2 Z w ASSEMBLY w/ iz"x6" TEE \ ASSEMBLY w/ iz"x6" TEE O 44 PROPOSED iz" CAPPED G.V. 44 u, �o o O 1.5i w J Z 0�} o PROPOSED iz" CL. 5z DI WATERLINE 27 43 a 76A 435 i.o' TIE -INTO EXISTING GRADE w PROPOSEp FIRE HYDRANT 79 Q ASSEMBLY w/ iz"x6"TEE PROPOSED FIRE HYDRANT ASSEMBLY w/ iz"x6"TEE 43 w 430 � PROPOSED iz"xiz"TEE � a & (3) iz" G.V. �y z 42 W 425 z LL T BE PLACED AT' \ w 95%COMPACTION (TYP.) 42 4zo 41 XISTING GRADE (TYP.) [f15 Lf1 410 405 405 5'x5' BOX CULVERT PROPOSED WITH BLOCKS g, io, & ii VSMP PLAN 40 400 'i rl L!1 M O O •i S I� � O 00 n 1p Ql � N O � � N M N 1pri � tp M M rl S In S � M N � O O M Ol n O M W � Op O CO y1 M ^ � 'i � O ON O rl � rl rl � 1p l0 � V1 OD � O N � N � rl � O ^ 1p � O W N r! N ,y •i O O O 'i ri � N O M N CO M ,`:1 � � � L!1 � 'i lD ri n 1 ♦i � M � ri cj l0 l0 rl •i 1p � �t ^ I� M 'i � M M � V1 N ,y � � rl � � � 1 S S S � � � 1 � 485 PVI 5 : io+s8.22 EXISTING GRADE (TYP.) )VI E EV: 463.276 12.54 PVI STA: 1 +43-77 L : 15.00 PVI ELEV: 61.23 4$Q _ �NoK: � a \ o 2. o LVC: 1 .00 PVI STA:1z+7o.o0 4$0 0 + LnLo + 't + a LOW PT.STA:11+43-77 ' 459.86 K:12.04 o O p LOW PT ELE : 461.28 .. w LVC.00 ~i U >00 U >Lu {gym �m� om 475 z m Lu COM Lo \ tk00 D + N ri'HOOF + ui o s 475 J ..> ..>F H W V L1 W U N > m W v m U Lu PVI STA: 4+00.00 ' PVI STA: 1o+8 .95 `° z 00 m > PVI ELE : 449.16 u- H P I ELEV:46 -43 ¢ o K: 1 .z1 47o O z K: 2g.16 ¢ LVC: 25.00 470 O N O° V = �t l0 pl �t N ci O N LL 0 _ t^ M � '� D - S LL' U �+ d O+ .t Z Z Lu \ / '"� W tD rl W > V m U L>u PVI STA: 6+99.47 6 Z 4 5 - oa L6 U> v U> v U� W w m Q \ > w PVI STA: 6+oo.00 PVI ELE :439-31 6 45 -2.00% °° w Cz U PVI ELE : 441.30 K: .50 Lu x �- ¢ ROPOSED GRADE (TYPJ Lu z K:25.63 LVC: o.00 t-3- ? old J \ LVC: 1o.00 LOW PT. S :16+99.47 2•0090 po% -z 00% ¢ o N o 0 o LOW PT ELEV: N 43936 00 m 460 PROPOSED VDOTF 0 Q a a r 460 + STD. CD-z LLQn N Lu N i m o M Z PVI TA: 5+oo.00 v > ^ v > " "Lij 11­,Ruru�>LL)d"x6"TEE, 3.5 MIN. O PVI E : 447-43 m C0 N Lu W u m U w �'7 8 w¢ K' 1' H m w 455 & (2) 6" G.V. ?,,� Ln o LVC: 5.00\ v ry 455 LOT 33& 34 WATER SERVICE Z O?} ri Q O ~ 12A + a + a J o ¢ PVI STA: 18+12.00 PROPOSED 8" CL. 5z DI WATERLINEJ [PROPOSED LOT 35&36 WATER SERVICE V H ui V 0 0 p � PVI LEV: o 437 9 45Q 12"x8" CROSS, \ > m > w LL ,¢ ¢ u L C16 40o 45 O (2) 12" G.V. & (2) 8" G.V. m Lu J + s o� oa s, LOT37 WATER SERVICE LOT 38 & 3g '7 O U J LL + °N) I .fit m PROPOSED8"x4"TEE, WATER SERVICE LOT V vio ¢ \ 0 O Lu � 00 H XISTING GRADE (TYP.) 445 2 8" G.V. & 1 G.V. () () 4„ WATER SERVICE '6` 7i W 0 Z O Z j > > m Ln > W PVI STA: zo+so.00 445 LOT WATER SERVICE F LL > 00 K: LOT 43&44 W L 25.23 WATER SERVICE LVC: i5o.00 1.2' LOT 45 & 46 \ PROPOSED 8" SANITARY PROPOSED FIRE HYDRANT WATER SERVICE Z \ O N O LO 44o SEWER CROSSING ASSEMBLY w/8"x6"TEE - 440 z o -2. 0% \ LT H 30A PROPOSED VDOT LOT 47 WATER SERVICE v \ > m v > Lu PROPOSED 8" CL. 52 DI WATERLINE 6:5' STD. CD-2 LOT By WATER SERVICE OT Sg WATER SERVICE W 5 LOT 85 WATER SERVICE LOT 58ROPOSED GRADE (TYP.) \ 435 PROPOSED 8" SANITARY 2.8 WATER SERVICE 435 1 4 N PROPOSED STORM SEWER CROSSING LOT 6o WATER SERVICE \ N SEWER CROSSING LOT 82 & 81 WATER SERVICE \ N 62A LOT 83 PROPOSED 8"x4"TEE WATER SERVICE j LOT 6z&6z •�?� Ln (z) 8" G.V. & (1) 4" G.V. LOT 485ANITARY LATERAL PROPOSED �.3' 8"x6" REDUCER WATER SERVICET430 LOT8ol WATER SERVICE \ ¢ 430 PROPOSED 12"x8" CROSS, (z) 12" G.V. & (2) 8" G.V. & 6" G.V. Lu 0 3.5'MIN. LOT 63 WATER SERVICE \ PROPOSED 8" CL. 52 DI WATERLINE I v OT 79 & 78 WATER SERVICE 4�5 LOT85SANITARYLATERAL 54C LOT64&651WATERSERVICE 425 LOT 84 SANITARY LATER AL Lu LOT 77 WATER SERVICE \ LOT 835ANITARY LATERAL LOT 82 SANITARY LATERAL T r-LOT 66 WATER SERVICE \ I LOT 76 WATER SERVICE LOT 81 SANITARY LATERAL" 50A 420 PROPOSED 6" CL. 52 DI WATERLINE 420 1.50% LOT So SANITARY LATERAL OT 75 WATER SERVICE LOT 79 SANITARY LATERAL LOT 67 PROPOSED FIRE HYDRANT WATER SERVICE L0T74&73WATERSERVICE ASSEMBLY w/ 6"x6" TEE LOT 72 & 7i WATER SERVICE 4�5 4�5 LOT 78 SANITARY LATERAL PROPOSED 2.0' 6"x4" REDUCER PROPOSED 4" 22.5° E & 4" G.V. TYPE A BLOW -OFF A LOT 77 SANITARY LATERAL !}ZO LOT76SANITAIRYLATERAL 44A 410 PROPOSED 4" CL. 53 DI WATERLINE LOT 75 SANITARY LATERAL LOT 74 SANITARY LATERAL LOT 73 SANITARY LATERAL 1 405 LOT72 SANITARY 405 LOT 771SANITARY LATERAL) M ~ 0) S H n �t O O H M N kD D1 N It M ci n N M N L0 M 00 H 'i It d M M 'i ri ^ 00 M I\ Ln 00 '� tD M W O M 't N H 1" N Ol I�Ln 'i O Ln lT M d •i 1) .t O1 n O N N LO 00 'i 00 ,.n LD � ry •i 1" 'j n l0 rl n W L7 00 tD ^ n W (+'1 'T L0 O H w 00 n Ln ^ Ln f 0 Ln A 00 d O Ln � N S � O S ^ H �t Li) O �t 'i Ol M ^ Ln M � N M 'i 00 N 6 Ln N L71 d 't 10 S d ID 't '0 d d W .t l0 .t S 't S S 1 d It d d .t 't S .t 't 't d 1 1 d M .t M d S M �} M S d M d N d d N 1 .t N d .t N .t H It It It It �} It It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 5 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 FLORA LANE PROFILE (DESIGN SPEED=25 mph) VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 20 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+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 END TO iSEMBLY 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. 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. V) z ,O W ae SCOTT/R. Cb-LLINS'Z Lic. No. 035791 1/6/21 Z O d CC V to Lu 0 Z O Lu 0 N N N N '4 Lu Q CD CD CD CD r4 r1j CD 'T 00 j 0 � v to •-" Lo N N CD ti ul z Ci) 00 Cn N 00 L N C7 N N Q Lu J J_ CO Lu O U Y H U) F- Lu Lu /F- VJ F- w Q C:) C:) N JI T 1 T 1 .1 O 0 V U 0 m J i O O w m Lu J 0 w O w a � JOB NO. 182150 SCALE 1LL _ 501 SHEET NO. 16 PROPOSED 12 470 PVI STA: i1+go.00 470 PVI TA:1o+i5.00 0-74 PVI ELEV: 442-74 K: 11.1 K:2.5 O LVC:58. o O VC:10.00 � N O io 465 LOW P .STA:1o+15.0 � /, 7�'i 465 Lewl'T IEEE—. + aLn Lij °O °a0 °o [oa EXISTING GRADE (TYP.) v w O N m m W M 0v oV Y 4 60 00 M 46o m �; > LuPVI J PVI STA: 11+03-4 L� F EL V: 444�51 OLn > m °o K: �3 0 z 0 LV 88.5o F V J 455 ¢ M 0; M M O Lu Q ° / 0 455 `^ ° + a F L •�+ Z a'1 0 Lii > U > PROPOSED 8"x4" TEE, ^ m 2 °°°7 (2) 8" G.V. & (1) 4" G.V. Q m w 450 _ N LOT54 WATER SERVICE 450 PR DPOSED GRADE(TYP. LOT 55 WATER ERVICE O Ln WATER SERVICE Lu O ZZ PROPOSED 8" SANITARY 7'2O% v J 1 2.2' SEWER CROSSING 5 445 � 5' MI 445 ZLL Ca 2.00� LOT 5i&52 ROPOSED 4"22.5°BEND WATER SERVICE LOT 55 SANITARY LATERAL �'S LOT 48 WATER SERVICE OT 54 SANITARY LATERAL -2.00% LOT 49&50 LOT 53 WATER SERVICE 40 440 WATER SERVICE LOT 53 SANITARY LATERAL z9 440 iED 15' ROPOSED 4" 22.5° BEND STD. CD-2 1. OT 5z SANITARY LATERAL PROPOSED 4" CL. 53 DI WATERLINE G7 LOT5i SANITARY LATERAL 435 ROPOSED 4" 22.5°BEND 435 LOT 5° SANITARY LATERAL LOT49 SANITARY LATERAL 430 r(2) 8" G.V &(i) 4" G.V. 430 l0 N a N 00 a 'i a a a s a It 10+00 10+50 11+00 11+50 12+00 12+50 FLORA COURT PROFILE (DESIGN SPEED=20 mph) PVI STA:13+40.00 PVI ELEV: 441.97 K:1g.8o LVC- 17c_oo 13+00 +°o u N HIGH PT. STA: 12+92.o7 u m a N a HIGH PT ELEV: 440.63. ~ + It ~ jj Ln > v 00 F > v w 7 Z PVI STA: 1i+so.00 M N v . w > O PVI ELEV: 438.17 + z 450 K:41.26 a ° 450 Ln F 5.00 W to F 7 n LOW PT. S A: 11+50.03 Ln L=L, w Ln 00 Z Z) W Lo 1 O Z) z � w of LOW PT EL EV: 438.99 N + of _O z z Z 0> ° a Lu N a LI.I F w Lu< O Q Q W 445 a � u �; u LA Ln o: 445 w w > 00 m > "' W F LL w w U PROPOSED GRADE (TYP.) - _ Ln Z Ca PROPOSED VDOT L 440 2.00% STD. CD-2 00 0 440 7. PROPOSED VDOT STD. CD-i 3.5' MIN. TIE-IN TO EXISTING G 435 684 435 \ 'x12" TEE 1 2'\ 4.1' )12" G.V. 8' 55 430 58A 5.5 430 PROPOSED 12" CL. 52 DI WATERLINE FILL TO BE LAC D AT PROPOSED 12"x8" CROSS, 95% COMPACTION (TYP.) \ (2)12" G.V. & (2) 8" G.V. 425 \\Yy PROPOSED 8" SANITAARY FUTURE ROAD GRADE 4�5 SEWER CROSSING PROPOSED FIRE HYDRANT \ ASSEMBLY W/ 12"x6" TEE \ PROPOSED 12" CAPPED G.V. 420 XISTING GRADE (TYP.) 420 415 4 5 1p M O � LD M I� c^i O � Ol rl w O 1 O ri N O Q1 a 06 N ci O M C) M M ^ n l6 cl a s a s a s a s a s a s a s a s a s a s a s 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 EUSTIS AVENUE PROFILE (DESIGN SPEED=30 mph) 14+00 14+50 15+00 BADE 490 490 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 KOCH COURT PROFILE (DESIGN SPEED=25 MPH) VERTICAL GRAPHIC SCALE 5 n 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. 13+50 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 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 9S%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. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 ZLu=< Z 0 0 Z 0 L CO 1n J L a O [ F LuZ L L L �W/ N N N 0 N - C5 CS CS CD Lu C C C CD N M C n 00 '-I LuCn ti co z N Q ® � J 00 N O `L L1J (N O N N w > In 1 W Lu J J T� L: J CO W Lu L9~ � W o z 11� J Q Q� ON Lu U F --- W Y �z w U as O Q ul m O Zw J LLJ J J w 0� O J !ten O V O O O N U W J ti F 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 17 485 485 TH OF 445 0 0 445 SCOTT R. LINS'Z L� Lic. No. 035791 °p 1/6/21 oSIONAL LATERAL Z Z z w w w 0 0 0 a z LATERAL O > W a > �-' Q 0-S d5 C6 J�ca k ou Z � mD< _T� o� o a o 0 O z J W W W a J W a r a a a z 0 IF m (� m m 1� a > a a � W � LOT 31 SA > a 0- a W o Ww V) N O) �� 0 N N N N Lu C5 CS CS O N n V 00 M \O O\ LATERALS 00 00 r L9 ti M z 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 N MH-16 - MH-12 PROFILE - J C� N 0 O GL 470 47Q 111 N O W N 465 / 465 w .—I w � �--I J_ J EXISTING GRADE (TYP. _ LL / ° w I� 46o a 46o F— O o p � o m 7) L9 '_j ooNa0 x<2> 455 a / 00� Z 455 2 W _ = PROPOSED () Vi 2 2 0O 0 0 GRADE (TYP.) ' ^ O O 0 N O O M� l.L 450 o M m 4 a W r_rl 450 w U Q o�-mt� ?z0 00 4 ?? O =~ Z Z PROPOSED 4" O z = F > > > g `� — WATERLINE g Ln z z z CROSSING � MJM 6' W Ln 445 445 w 6Q�( 6°I° 0T57SANITARY LATERAL N 50�F 06`3 LOT 56 SANITARY LATERAL U 53 LOT 55 SANITARY LATERAL 440 y69' 440 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 � � LOT 54 SANITARY LATERAL Se PROPOSED8" FMH-6 - EX-MH PROFILE WATERLINE� O CROSSING 6'S LOT 53SANITARY LATERAL o/ 435 LOT 5z SANITARY LATERAL 435 O C� LOT Si SANITARY LATERAL VERTICAL GRAPHIC SCALE O LOTS 49 & 5o SANITARY LATERALS O 1 5 ° 2.5 5 10 20 0 8" SDR-z6 PVC NOTES: Ll 59.oi LF (a1334% 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 43o LOT SANITARY LATERAL 43p z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. w ( IN FEET) 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM 1 inch = 5 ft. SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & �j SANITARY SEWER MUST BE PROVIDED. w W ^ OD O 0) S M ,�j O w s s I, Ln 't 't It It HORIZONTAL GRAPHIC SCALE a JOB NO. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE so 0 zs 50 100 200 SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE 182150 o+oo 0+5o i+oo i+5o z+oo z+5o FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SCALE M H - 8 B - M H - 8 PROFILE ( IN FEET) SPECIFICATIONS, SECTION 302.03G. 111 = 501 1 inch = 50 ft. SHEET NO. 18 NITARY \ /+$p EXISTING GRADE (TYP.) !}80 \ 475 � 475 �N= ��o � �x i \ O O ou 470 � � s �O � \ 47 O O O1� � � � N � aa� �v~i G: ZZ Z N N �Z O \ 465 � � � ? ? = 465 PROPOSED GRADE (TYP.) \ � 460 \ � � � 460 � PROPOSED 8" WATERLINE \ x r � > � � � Z CROSSING LOTS zo&z85ANITARY LATERALS \ LATERAL 455 455 PROPOSED 8" ROOF DRAIN CROSSING PROPOSED 4" �3 WATERLINE 450 �3 CROSSING 450 PROPOSED STORM LOT zS SANITARY LATERAL SEWER CROSSING I LOT zz SANITARY LATERAL LOT SANITARY LATERAL 49' zy 445 LOTz35ANITARYLATERAL $" DIP 445 418" DIP LOT z5 SANITARY LATERAL z5z.3� LF Lal o.5z% io7.31 LF Qa o.60% LOTS i7, s8, & zg SANITARY LOT >.65ANITARY LATERAL LOT zz SANITARY LATERAL LOT zo SANITARY OT zg SANITARY LATERAL LOT z65ANITARY LATERAL LOT zi SANITARY LATERAL LATERAL 440 LOT g SANITARY LATERAL LOT iz SANITARY LATERAL LOT z3 SANITARY LATERAL 440 LOT 3o SANITARY LATERAL LOT z7 SANITARY LATERAL LOT zy SANITARY LATERAL V) S ri M � 1� � n ry O N rl ^ M � N S S M � O) r! f � Ol O N � l0 � `T S � � �.t � � � d � �t � � `t d LA 0 0 N LO!) N 1p �t 440 2 a � > > 440 � � z z / �o 435 � o � 435 PROPOSED GRADE (TYP. N � � F LOT 565ANITARY + N � Oj EXISTING GRADE (TYP. v, x = ¢ g > 430 / �o i1��,azz 43 o F 00 � o N .t 2 O N O 01 � op � PROPOSED 8" ROOF LOT By SANITARY _ � g O °+°� n � � DRAIN CROSSING 4�5 O� N a�s?O � � � ? ? 6Q�6�°ro O 4z5 � � + � F LOT 835ANITARY LATERAL �;'� m`t Z O � 6� 1 LOT Sg SANITARY LATERAL 42O � �, a _ Z LOT 63 SANITARY LATERAL LOT Sz SANITARY LATERAL 4�0 � LOT 6o SANITARY LATERAL � ° LOT7g SANITARY LATERAL LOT 6z SANITARY LATERAL � � � LOT Bz SANITARY LATERAL � N m m / LOT 675ANITARY LATERAL LOT So SANITARY LATERAL 415 mo m� N N � z O PROPOSED STORM SEWER CROSSING �I(. 6Q oo�o OT6z SANITARY LA TERAL 415 iv~i�?? / LOT 78 SANITARY LATERAL LOT 75 SANITARY LATERAL 1,�y:I3 41O / 44A pV LOT 6y SANITARY LATERAL /. 1p Y a6 C LOT 77 SANITARY LATERAL / 3 1, g" SD F � s47.36 C 190% LOT 65 SANITARY LATERAL LOT 66 SANITARY LATERAL OT 765ANITARY LATERAL 405 / LOT 7y SANITARY LATERAL 405 LOT 68 SANIT � Y LATERAL LOT7z SANITARY LOT 73 SANITARY LATERAL LATERAL OT 7i SANITARY LATERAL / LOT 7o SANITARY LATERAL Opp LOT 6g SANITARY LATERAL Opp / 41 8" DIP 395 86.66 LF Qa i3�o4% 395 3�1' N I = x 390 = w 390 0 �� � O o �n o M m oQ � N �l m o W l/1 W' Z N p M F O� °� 385 � � z o x a i > > 385 i 1~i) o' z z � 380 380 STREAM CROSSING 375 � 375 WATERTIGHT MANHOLE REQUIRED UIRED 3,0� PROPOSED 60" DIA. INTERNAL DROP MANHOLE REQUIRED 370 370 8"DIP STEEL CASING PIPE REQUIRED AT ii9.47 LF Qa o.56% LOCATION OF STREAM CROSSING 365 365 M Ol N O Ol l0 '� W W � CO O '� M N � N V) a0 .t l0 °O O O � O .t � O .a vl l0 M W I� ^ O Ol n O 3 'i � l0 � O N � V) N � 01 N � N M ,y Ln M � O � ^ N �T rl N �T � N � M M M M �Y �t O ,y •i •i 'i N N N M M M TH RFD o C, SCOTT R. LINS� 485 485 U Lic. No. 035791 10,p 1/6/21 oIONAL Z z Z W W W 2 \TO 0 0 0 H Z V) zo > W a > a «s as «s (n d kr0 Z Ln m D < > > o o a o 0 O J O Q w F ¢ d ¢ ¢ z o Lu In cu'i) m m 1� a > ¢ a ` r< a a a W o W� U) (nU) ae w w w SANITARY LATERALS RAL 0 N N N N Lu CDO CD r` V W M \O O\ n 440 Ln r` co z N Q ® J �7 c� �5 r 1 0 LOT 58 SANITARYN Q LIJ 04 0 O LOT N Ce LOT 84 SANITARYW \> / V 1 W r� W IIIIIIIN � J L.L co W 0 W Q//� LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+o0 5+50 6+oo 6+So 7+00 7+50 8+oo 8+So 9+00 9+50 L9 '-jp O W MH-14 - MH-6 PROFILE _ w U L) W � � Y � w U Oj Q ul F- m � W J LLJ VERTICAL GRAPHIC SCALE J NOTES: s o z.s s io zo 1. ALL FILL TO BE PLACED AT 95%COMPACTION. i) z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM ( IN FEET) SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & uj O 1 inch = 5 It. SANITARY SEWER MUST BE PROVIDED. J � O HORIZONTAL GRAPHIC SCALE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR z6, AGGREGATE BASE MATERIAL SIZE ziA OR z1B, FLOWABLE so I zs so 00 zoo O O FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR O CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE CV SPECIFICATIONS, SECTION 302.03G. ( IN FEET ) 1 inch = 50 ft. w J H W W O w Ln d (n JOB NO. 182150 SCALE 1"_501 SHEET NO. i9 � 480 \ 480 / N M 475 475 ° o O O O N S l!1 �^ � O .t 470 � �_ ° oo� � OI �O ��sz� �� f° � �+sue 470 o— m o N^mezzo EXISTING GRADE (TYPJ o� CO °a � � z z z N ��,�--- 465 � �o ° s / 465 n'.j S H N � � Z_ p / PROPOSED GRADE (TYP.) � / �o 460 ° � 460 0 o m � PROPOSED 8" ROOF / co ° + ��„ � � DRAIN CROSSING � PROPOSED 1z" / � O � � � Z Z WATERLINE 455 �,� z _ _ � o � ^ to ri CROSSING 455 LOTS y & 5 SANITARY LATERAL$ 220 / O O �o N � � LOT 3z SANITARY LATERAL � / ,p � � F PROPOSED 8" ROOF LOTSi&z N � � m 1 Z � DRAIN CROSSING LOT35ANITARY LATE 450 00 2 orn � m m � > > LOT 835ANITARY LATERAL olp O � O � � ^! � ? ? O � � 8"SDR-z6 PVC � � m- g � � z z z o�� 46.oz LF Qa o.65% � u� � n � LOT 6 SANITARY LATERAL _ � ° O 01 .ryt `° � yry 445 O o � � � � � � � PROPOSED 8" DRAIN CROSSING ROOF 445 n � LOT 375ANITARY LATERAL LOT75ANITARYLATERAL ° N � � z 8" DIP OO � � � LOT yz SANITARY LATERAL $" DIP 188.So LF �d 0.51% O �Z � 138.74 LF �a o.5z% LOT3z SANITARY LATERAL 440 = � � z z $„ SpR-z6 PV 1°/u 110. LOT 3y SANITARY LATERAL LOT 8 SANITARY LATERAL PROPOSED 1z" PROPOSED DRAIN CROSSING 8" ROOF OT 35 SANITARY LATERAL .y6e WATERLINE Sp �Cy 59 LOT865ANITARYLATERAL PROPOSED STORM 435 CROSSING 0 LOT385ANITARYLATERAL SEWER CROSSING 435 836o LOT3g SANITARY LATERAL SDR"16 pi % $" 5 LOT yz SANITARY EXI STI N STR:zo VDOT S INV I INV IN: 4[_ INV IN INV OU 485 48o \ \ EXISTING GRADE (TYP.) 475 _ u 00 0 m C) m PROPOSED GRADE (TYP.) 00 V) 0 470 O m 0 N F II o Naar -O° OF °o S lD D vHi F O L 06 n't m lL In �zzp F a »> p �� _ O 00 0 n 0 OO nFzzz > p J 00 oZZ� O�NF m a-_0 Faz-z-z- an F0�� ' Fpm ��° m N465 Ul F p 't Ln 00 m N d 0-N }� 0 U) F- LOT 28 WATERSERVICE CROSSING d \ Fp L'? N LOTS 29 & 30 WATER SERVICE CROSSING17 F Ln F Z Z Z Z ---- \ O> o 't SH III zQ 460 ISz 475 LOTS 26 & 27 LOT 28 SANITARY LATE 455 LOOT 27& LOT 30 SANITARY LATERAL / LOT 29 SANITARY LATERAL 450 F 0 »> CE CROSSING�ti 1n FZ_ ZZ rLOTS 2° & 21 LOT a5 WATER SERVICE CROSSING !RAL� LOT24WATER5IRVICECROSSING- >I LOTS 22 & 23 WATER JITARY LATERAL ----I LOT: LOT 25 SANITARY LATERAL LOT a35ANl LOT 24 SANITARY LATI °I 1 m v M It v LL p N m 0 ON 0 F w O I- O 0 N � OLn -oo O-o-° O C) M S p O O V 00 > Ln > .motF dO n z z 0 H z F a>>> / Ln F Z Z//IZ ERVICECROSSING I SERVICE CROSSING 485 475 470 465 46o 18" RCP 115 RCP 24' RCP 89.o5 LF @o.55% 51.io LF @0.78% 133.4o LF @ 0.55% 4 9 445 24" RCP 15" RCP 445 66.8i LF Qa o.6o% 85.5z LF Qa 0.56% LOT i5 SANITARY LATERAL PROPOSED 8" SANITARY SEWER CROSSING 440 440 I� N 1 00 m Ln N ^ �n V1 S O1 O 00 It f 00 d d d H 06 S S 01 Ln k6 Ln00 S 01 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 475 470 470 m m N ILL G GRADE TYP. ( O N O w Ln O 465 0 r, 465 > Ln TD. DI-313 (L=8') TP=458 75 0 V: 448.93 TO 22 ?? O 3-75 TO ROOF4 F z z : 45175 TO zoB 460 T: 448-83 TO 18 FPROPOSED GRADE(TY 455 455 PROPOSED 4" WATERLINE CROSSING 450 450 Li i5" RCP 33.90 LF @1.z4% 445 445 � N a 0+00 0+50 D.) STR:12 VDOT S INV In INV I INV O STR-20B - STR-20 PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. PROPO`- STR-26 - STR-14 PROFILE EXISTING GRADE (TYP.; 475 475 J m m N 470 0 470 F � O TD. DI-3B (L=6') 0 N f TP=462.00 n H Wp 45433 TO 12B r z 465 V: 446.85 TO 14 Ln JT: 446.75 TO 6 46o 46o iED GRADE (TYP.) PROPOSED 8" WATERLINE CROSSING 455 455 15"RCP 27.75 LF Qa 1.51% 450 450 445 445 Cq� m s 0+00 0+50 470 GRADE (TYP.) 470 PROPC WI IP 470 EXISTING GRADE (TYP.) \ 470 am: n O \ /0 0DN+ 000r \ Lq 4 6 5 F o L O m om °°^� \ 465 0 x ry OF o F11 zzzz (TYP.),„ Ul °O m \ In 460 00 °� tF- > ° ° 460 .. o 0 O ry � F > >0co °o 0 MM.>M�~455 Z \ x a> O a >z >z ^F-- 455 v Ln o PROPOSED 8" WATERLINE CROSSING\mO Al� 450 00't\ 0 O M M .. �� F 00 1n `n 45 O > NZ Zp �, O Fa>>> / > mF LnFZZZ --- I0 tt N / \ a0 � H z 445 445 PROPOSED 8" SANITARY SED VDOT STD. ES-i SEWER CROSSING TH RIPRAP OUTFALL 440 -/ 2.0' 440 V. OUT= o0 434 1 'RCP 5 � 15" RCP ao5.5y LF @o.5z% RCP i76.7o LF @ 0.510A 435 24" 435 171.74 LF @ 0.77 0 24" RCP 24" RCP 214.67 LF @i.oi% 62.87 LF Qa 3..ig% PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFALL w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT 430 (L=16', Wi=7.5', W2=i8.5', D=i.S' MIN.) I I 1 1 430 O O Oc.tti LMdd H1S W1 00 NV.t NS O Or '1 Q ID Oo OD Oo Oo 00 O ONS O O L�nt 1 O lVdO1 W ID 0 14 n O ♦ '6 w V1 00 1 ulLD MLSn .T It .t d d S 485 475 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 `IVI 4n+/00� q 4+50 5+00 EXISTING G RADE (TYP. 'STR-io - S VV PROFILE / 485 z )SED GRADE i� m 465 465 470 m H o O O o STR:28 VDOT STD. DI- 3B (L=8') STR:a8B VDOT STD. DI-3B (L=1a') V) ^ 4 83 TP=454-75 F `^m INV IN: 447 67 z8B INV IN: 449-75 TO ROOF? STR:6 VDOT STD. MH 0 o It W a INV IN:439.5zT030 INV OUT:448.00TOz8 TP=461.33 N z INV OUT: 439 4z TO 6 460 INV IN: 438.50 TO z8 a z p INV IN TO »> STR-12B - STR-12 PROFILE 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 76, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 455 455 SED GRADE (TYP. PROPOSED 8" W! 450 450 1.0' 445 445 15" RCP 27.72 LF Qa 1.1g% 440 440 LJ 435 1 435 W 00 m N co 't .t d O+00 0+50 437-5z F o INV IN: 446.58 TO 1a Z INV OUT: 437-42 TO 4 46o ,TERLINE CROSSING 1455 STR-z813 - STR-28 PROFILE 450 STR:16 VDOT STD. DI-313 (L=6') 480 TP=465.17 INV IN: 458.18 TO 16B 50 INVOUT:458.05TO14 CIO N w 0 475 o Oo F0 2 H F O o o6 00 Ln 2-0 470 o WO M a d» 0 N'tv^ > .t .tF F to FZZ a'D D N �zzp 11 F z z z LOTS 31 & 32WATER SERVI LOT 31 SANITARY LATERAL PROPOSED 6" WATERLINE CROSSING 24" RCP 445rFu 121.62 LF Qa 0.53% 24" RCP 29.15 LF Qa 0.58% 440 435 465 PROPOSED 4" WATERLINE CROSSING 1.2' 46o 1.0' 15" RCP z7.66 LF @1.16% 455 LOT 32 SANITARY LATERAL CROSSING 15" RCP 67.59 LF Qa 1.o6% 450 SED 8" SANIT, CROSSING S R-i613- STR 6 PR FILE OD Ol 00) 00 m n ry Ol a)N F 0 m c co 't a s a s 0+00 0+50 1+00 1+50 2+00 _L 2+50 445 440 435 5+50 6+oo 6+5o 7+00 7+50 8+oo VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF m'OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 470 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE IN FEET ) I inch = 50 ft. 470 SCOTT/R. CI INS'Z Lic. No. 035791 P 1/6/21 Z Z o r � Ln Lu 0 Z O L J � ° F co 1n t J L Q O H [ F_ ; Z w C L [ > L ui 0 N aC5 CS CS CD r*l C C C M C 0 n V 00 v o Lr z � z 20 Cn N ® co J 1 N O GL 11J Cj O 00 (V > 1 Lu r i � J j LJJ x It 00 Np � - - 0 Nm O p OF- Ln F 0 F F F N LN„ m EXISTING GRADE (TYP.1006 O 4 5 > moo ^`° f\ 't 't 465 W " sz z z -D ROPOSED GRADE (TYP.) m 1n Ln Hzzzz 0 \ 0 oNo °p \ NLn 460 0 1p L�, m 46o >000'tm z z o 00 K I F w>>> n F ? ? ? d 5TR:3o VDOT STD. DI-313 (L=8') m m 455 TP=447-42 w o° 455 INV IN: 440-43 TO 30B 0 � O INV OUT: 44033 TO 28 F- p F- \-PROPOSED F L�) 12" WATERLINE CROSSING N 00 N �} 450 0 450 PROPOSED 4" WATERLINE CROS ING 4 It- Ln r CL z z 445 PROPOSED 8" WATERLINE CROSSIN 445 9' 1 1' 440 440 15" RCP 15" RCP 156.27 LF @ 0.52% 15" RCP 181.7o LF @ 0.510/0 28.3.5 LF Qa 0.53% 435 435 00 ry 00 m ^ lD n w n m ^ M ry N o N It ry It 00 ry 00 N ,y Ol d' Ql d't 6 0) d't 6 OO d 00 N d d U1 H d d't 'i n S It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 STR-3o6 - STR-6 PROFILE Ai. J L0 _j O T� QW z_�� U � lwll W Y U � O ul Z LLu u J J U) H� J w � � O J < o �c O O 0 N u w J F I w O w 0t _ a 1n JOB NO. 182150 SCALE 111 = 501 SHEET NO. 20 450 445 440 ) GRADE 435 STR:62 VDOT STD. DI-3C (L=6') TP=439.92 INV IN: 432.6o TO 62 B INV IN: 435.00 TO 64 INV OUT: 432.So TO 56 XISTING GRADE (TYP.) `°11 450 d m M LL Ej 0�O xO Ln 0 0 445 -0-0 p m m o aF N O D n z0 440 PROPOSED 8" WATERLINE CROSSING 435 L15" RCP 430 27.86 LF Qa 1.44% 430 M S � a 0+00 0+50 STR-62B - STR-62 PROFILE 00 I I 445 m 445 EXISTING GRADE (TYP.) w o 0 un STR:54 VDOT STD. MH F . �°n TP=435-17 00 °N° INV IN: 428.00 TO 54D > 440 INV IN: 4z8.o8T054B mj INV OUT: 426.33 TO 52 VFi> H 435 435 PROPOSED 8" WATERLINE PROPOSED GRADE ( P.) CROSSING 430 1.2' 430 L15" RCP 425 L J 41.56 LF 1 1.20% 4�5 N ,y m � M M 0+00 0+50 STR-54D - STR-54 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. 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. 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. 46o EXISTING GRADE (TYP.) STR:56 VDOT STD. MH TP=439.67 INV IN: 429-93 TO 58 455 INV IN: 432.00 TO 62 INV OUT: 429.83 TO 54B 0 1 p 11 m M 1 N 450 o kD 0 11 m moo_ m l�lli / Ln O N tD w O 00 0 rr? � a �, 0' 0 0 aF 0 00 N 0p V .t O �Z0 445 NNv,� > (nmm Fa» VnFZZ N'M'' 0 t--o 11 Vj � z z z 46o STR:66 VDOT STD. DI-36 (L=1o') TP=443-50 INV IN: 436.77 TO 68 INV OUT: 436.67TO 64 455 STR:68 VDOT STD. DI-3C (L=8') rTP=444-00 I INV OUT: 438. oo TO 66 I 450 445 4" WATERLINE 440 cRosswG 440 GRADE (TYP.) 1 1.4' 15" RCP 1.0' 45-54 LF Qa 2.70% PROPOSED III LOT 48 WATER SERVICE CROSSING 1.0' 435 1.0' 435 LOT 5o SANITARY LATER/ 15"RCP LOT 49 SANITARY LATERAL z3.15LFQa 2.16% OT 48 SANITARY LATERAL 15"RCP 52.04 LF Qa o.61% 15" RCP 430 63.77 LF Qa 1.96% 430 .t co l0 I o �O al M 0+00 0+50 1+00 1+50 2+00 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i 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-i AS FOUND IN SEE DETAIL ON SHEET 17 FOR HDPE PIPE THE 2oo8 ROAD AND BRIDGE STANDARDS. BEDDING INFORMATION. 405 400 395 t•• STR:38 VDOT STD. MH TP=380.00 INV IN: 373.6o TO 40 385 INV OUT: 373.So TO / 375 PROPOSED /DOT STD. ES -1 WITH RIPRAP OUTFALL 370 Rce ro INV. 06T=368.00 163-39 PROPOSED VDOT STD. CLASS II RIPRAP OUTFALL w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT (L=24', Wi=6', W2=12', D=2.5' MIN.) M •i rl h m m m m 0+00 0+50 1+00 1+50 STR-68 - STR-56 PROFILE PROPOSED GRADE (TYP.7- STR:4oB VDOT STD. DI-1 TP=399-00 INV IN: 395.00 TO YD-7 INV IN: 392.50 TO 42 INV IN: 394.00 TO 4oD INV OUT: 390.00 TO 40 / EXISTING GRADE (TYP.) / STR:40 VDOT STD. DI-1 TP=396.00 INV IN: 386.00 TO 4oB INV OUT: 379.75 TO 38 ?'Cy 3330/0 ilk LF � 101'2° 24" RCP 170.13 LF @ 3.62% m m M O S dF o o F O 0 0 C) v, tm > 0) 't 0 Ln F- Z Z Zno 84% I3.1' .6 VDOT STD. DI-3B (L=1o') TP=421.o8 INV IN: 414.5o TO 48 INV IN: 416.00TO ROOF13 INV OUT: 413.00 TO 44B m V^ o� w0 U m N V) 0 O v, aap 0 �^+� 000 �m > `o aaF o M O 0't ItZ Zp > aaH a .. Zp Fa>>> Vn FZZZ a sZ L,>�zzz VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 1t. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 It 20 200 SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E P 1/6/21 11 00 11 450 < STR:54 VDOT STD. MH °m m Z TP=435.17 0 x °v° k < INV IN: 428.00 TO 54D o `0,0 00 F INV IN: 428.o8 TO 54B Ln OFF° O O F U ' INV OUT: 426-33T052 F o N n F F Mo o° N 445 Z w c o ,° o Z L oo > 0 00 It p � rvl ", a �'D O 0 ¢ i r d � m ^a� o,aa� Z Z Z m VL m Veil 1 Z p / v, N p �/� > i 00 vwo a>> U) a>>> nFzzz V/ H owc o O 0 0 / 440 > c C n F F 0000 0 LLJ L 0 N,,o-5 --t s 1H LOT 84 WATER SERVICE CROSSING i iO 0Ir., v, mZ Z CROSSING LOT 85 WATER SERVICE /F O O V,o H n� d > >> n F Z Z Z 435 > 0 >O / 00 `t Z LOT 83 WATER SERVICE CROSSING PROPOSED 't 0 S z" WATERLINE x F > > > Z Z LOT& WATER SERVICE CROSSING CROSSING 0 00 0 6'000 LOT 81 WATER SERVICE CROSSING .1n F F O 430 0 0 0 CD N �p D M'� w r1i CD CDCD r4 U d p O k6 LOT 8o WATER SERVICE CROSSING 2.3� ^ � � M CD > a a H o 5' Q 0 N Z Z o.6' 24" RCP v o CD r a > > > 1.3 110.47 LF Qa /0 1.04 Vn F Z Z Z 2. LOT 85 SANITARY LATERAL LOT84SANITARY LATERAL 425 LOT 79 WATER SERVICE CROSSING--,OT 83 SANITARY LATERAL z4" RCP )T 78 WATER SERVICE CROSSING 41.49 LF Qa i.o1% LOT 76 WATER SERVICE CROSSING LOT 75 WATER SERVICE CROSSING 1.4 LOTS 73& 74 WATER SERVICE CROSSING PROPOSED 3� 4" WATERLINE 1 4 CROSSING 1.3' .7 3. 24" RCP 85.53 LF dal 1.93% IN 6'g/o 1651 PROPOSED 8" SANITARY SEWER CROSSING SED 8" SANITARY CROSSING SLOT 73 SANITARY LOT 72 SANITARY LATERAL 24" RCP 1oo.81 LF Qa 1.14% 1.5 LOT 82 SANITARY LATE 24" RCP 52.04 LF Qa 1.75% LOT 81 SANITARY LATERAL LOT 8o SANITARY LATERAL 24" RCP 49.17 LF Qa 2.54% LOT 79 SANITARY LATERAL LOT 78 SANITARY LATERAL 24" RCP 84.18 LF Qa 2.38% LOT 77 SANITARY LATERAL 24" RCP 29.64 LF @a 1.69% T76 SANITARY LATERAL .OT 79 SANITARY LATERAL STR-56 - OUT PROFILE Cq W � O N ri f1 Ol 'D ^ O L(1 N O „) M S M S ,,.1 1� O C" �t 'i d N L(1 O N M N Ol `t H N '� ri rl O, S H M Vl (? N Ol d ^ m al ^ cn N l0 N 'i 0 ^ N W m l0 O ^ Ol O h N Ln N t0 Ol M ^ l0 00 H 011 Ol S ri 0 0) W M 0 6 00 OD 0l C0 0l M 0l M 0 O '.j 0 H 0 H 0 'i ri H H ,y ,i N N N N N ri N M N M M '.j M m m ,,.1 It „� d 1 m m m „) m „) M „) M S 1 d s I d It d f d't 'i 't't 'i It ri a S d S S I d f 't r ' 3 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5o 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 9+5o 10+00 10+50 11+00 11+5o 12+00 12+50 13+00 420 Lu 0') r ti m co z (n Q N 415 J N 410 O Q L1J Cj 0 N 405 � Lu T--1 � r-I L u J 400 Lu O T� 395 Q w U U)lwll 390 Y U 0 O ul U Lr) 385 w Z LLJ J E J _ F_ 1- 4 38o U. m: J w 0 J or-0 375 O O O N 370 � w J ti F 0 w a m 365 JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 21 PROPOSED GRADE (TYP. 450 450 PROPOSE WITH IN' NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH EXISTIN OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. D STR:7o VDO VDOT STD. ES-i TP=444.58 RIPRAP OUTFALL INV OUT: 44 445 445 /. OUT=440.00 440 440 15" RCP 45.86 LF Qa o.55% 435 435 PROPOSED VDOT STD. W/ GEOTEXTILE FILTER G GRADE (TYP.) (L=8', W1=3-75', W2=9.2 430 430 " °o ? to 't a T STD. DI-313 (L=12') 0.25 TO CLASS II RIPRAP OUTFALL FABRIC UNDERLAYMENT 5', D=1.5' MIN.) NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH o+oo 0+50 OF ACCORDANCE ANCEWITHSTAGREATER HAVE STEPS IN STR-7o - OUT PROFILE ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. io J 450 kD -j m 450 m M w0 to o Dm� 0 0 -�0 d co000 00, Ln 00Ln mLn F v 445 0"" m ~ co 0 m M > M 445 0 ��M 0 M >�� m LlI M t In mdH > p d 4,H O O Z)a z z 0 00 z z p a 0 d Fa>>> Hd>>> UHZ Ln zzz ,n Hzzz 440 440 PROPPROPOSED OSED GRADE (TYP.) 12" WATERLINE CROSSING 435 1.o' 435 Lis" RCP 430 So.86 LF Qa 1.28% 430 15" RCP 5575 LF Qa 0.56% 425 425 N N ID a) 0) S N N 0I 0 0 0 0+00 0+50 1+00 1+50 STR-8oB - STR-72 PROFILE STR:4oB VDOT STD. DI-2 TP=399.00 INV IN: 395.00 TO YD-7 INV IN: 392.5o TO 42 l ^PROPOSED GRADE (TYP.) INV IN: 394.00 TO 4oD INV OUT: 390.00 TO 40 rEXISTING GRADE (TYP.) 410 4 3 TP=40533 INV OUT: 399.33 TO 4oB 405 405 400 400 9 ,, h9�o 395 tiSF�� 395 0 101 390 390 385 385 00 't 00 o o L^ m t STR: oD VDOT STD. DI- C (L=8') 0+00 0+50 1+00 STR-4oD - STR-4oB PROFILE 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. 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. iv N rl d m m M m 000 � OO 0 0 v H 0 LL9 o �'t o 0 >M� 455 00Z00 '5 n �0 It0 J I'. / ,n F Z Z, ,n H z m - M M N Q n n� / \ 0 450 _ co s O° � 0 Ln o o m 45 m N �w0 ^H ~ a am 0No N M °� 0000N VI OO 0W MM3 1XI ;.0d � 00 > a a � H ni m tD 7 It O / rn$° m mL°i o O� On m Imt . 0 "'aaH � 0 �� Fd>>> O N I� > �F N O n z in F Z Z Z 445 0' ON) m' o I,O o ^A o't - It z0 � -O 445 ID 0) Ln -0 -6 0 HIt m II>>> F- Ln Mz z \ ^ °o > CO m W>> V) r z z z z z PROPOSE[ -t--0 M zz Fa>>> \ 0 mm omo 0) off-- 1.3' 2"WATER Ln zzz_ o m� z_ ~ \ m dim H a > / -PROPOSED GRADE (TYP.) CROSSING In'z0 ,nrzz 440 F- CL z z 440 - - / 15" RCP PROPOSED RCP 55.g8 LF �a o.57% 435 PROPOSED GRADE (TYP. CROSS NG LINE 291.2SLF 435 11' 18' RCP / 131.63 LF C o.87% 18" RCP 18" RCP / 430 LF RCP 72.56 LF @ 1.02% 59.07 LF Qa 0.95% 131.3z LF C 1.00% 3.6' 430 �4 RCP 167.33 LF Qa o.54A ✓ 409 24" RCP 425 39.66 LF Qa o.61°r6 / 425 \ XISTING GRADE (TYP.) 420 VERTICA GRAPH C SCALE / 420 2.s 5 , D 20\ ( IN FEET ) 415 1 inch = 5 f. 4�5 HORIZONTAL GRAP IC SCALE 25 0 100 2110 410 410 ( IN FEET 1 inch = 50 f . 405 405 5'x5' BOX CULVERT PROPOSED / WITH BLOCKS 9, io, & ii VSMP PLAN 400 / 400 00 l!1 lD 00 tD Ln M •i �t N O N 00 •'I O It tD 0) S � V1 ^ n 0.) rl H 'i ^ . H . 00 lD N l0 M . It •i m Q1 00 n tp Ln O 00 t . 0 ri 0 V1 0) M It LI1 dl .t 0 n l0 Ol O 00 0 Cl m Ol l0 6 O 6 m 6 <D 0 m rl tD V1 ,y, O H t6 m ^ m ^ m C6 M M M M M M M N M N cl Ol S O S N M �t Lrl V1 It V1 l/1 In It d 3 S S S S S M d It .t I S .t 't .t 1 .t It It It .t It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ i� d V m ^ 0000 om0 O 00 - EXISTING GRADE00 ,Mnrn; O a o M M 425 ° o 425 445 0 0 445 o m CR sZ z 0- 5 TR:44 VDOT STD. DI-3C (L=8') O o M d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 ri n H z z z TP=44050 4 7 3 > m INVIN:41o.83T044D 0 sF INV OUT: 436.00 TO 8o too INV IN: 41o.1oTO44B a Itz0 440 440 INV OUT: 4 TO 4z Z Z 420 PROPOSED GRADE 435 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,M t O O d � d 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE P. 410 410 15" RCP 42-44 LF Qa 1.18% 405 405 0+00 0+50 STR-4c,D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 5+5o STR-78B - STR-56 PROFILE i5 4: 00 J rp 430 0 -0 430 H ✓DOT STD. MH ko TP=422.50 0 v 1: 416.67 TO 50 o N a : 415.33 TO 48B m N f:415.00TO46 a0 425 Lr a > Ln F Z 420 LF2o PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 zo 74 m N 0 00 435 W 0 435 n O O STR:5o VDOT STD. MH O N A TP=428.00 0> Ln M a INV IN:4z1.00T05oB mCO ar INV IN:421.75T05z 't- INV OUT: 418.67TO48 F a» 430 O- 425 425 PROPOSED GRADE (T) PROPOSED 1.0' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 o+00 0+50 STR-5oB - STR-So PROFILE 1*7 N H 11 11 J m M to 450 o m 0 0 450 LINE 0 ^^F vri o V) OF O- M 0 m O M m Li) M � M aam >0a >00H M^'� 445 - �? z 0 I O 445 d' > > > F d > ,'„Fzzz `) 440 440 )SED GRADE (TYP.) PROPOSED 2" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 ri 001 00 0°D0 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 T STD. DI-313 (L=12') 0.25 TO CLASS II RIPRAP OUTFALL FABRIC UNDERLAYMENT 5', D=1.5' MIN.) NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH o+oo 0+50 OF ACCORDANCE ANCEWITHSTAGREATER HAVE STEPS IN STR-7o - OUT PROFILE ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. io J 450 kD -j m 450 m M w0 to o Dm� 0 0 -�0 d co000 00, Ln 00Ln mLn F v 445 0"" m ~ co 0 m M > M 445 0 ��M 0 M >�� m LlI M t In mdH > p d 4,H O O Z)a z z 0 00 z z p a 0 d Fa>>> Hd>>> UHZ Ln zzz ,n Hzzz 440 440 PROPPROPOSED OSED GRADE (TYP.) 12" WATERLINE CROSSING 435 1.o' 435 Lis" RCP 430 So.86 LF Qa 1.28% 430 15" RCP 5575 LF Qa 0.56% 425 425 N N ID a) 0) S N N 0I 0 0 0 0+00 0+50 1+00 1+50 STR-8oB - STR-72 PROFILE STR:4oB VDOT STD. DI-2 TP=399.00 INV IN: 395.00 TO YD-7 INV IN: 392.5o TO 42 l ^PROPOSED GRADE (TYP.) INV IN: 394.00 TO 4oD INV OUT: 390.00 TO 40 rEXISTING GRADE (TYP.) 410 4 3 TP=40533 INV OUT: 399.33 TO 4oB 405 405 400 400 9 ,, h9�o 395 tiSF�� 395 0 101 390 390 385 385 00 't 00 o o L^ m t STR: oD VDOT STD. DI- C (L=8') 0+00 0+50 1+00 STR-4oD - STR-4oB PROFILE 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. 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. iv N rl d m m M m 000 � OO 0 0 v H 0 LL9 o �'t o 0 >M� 455 00Z00 '5 n �0 It0 J I'. / ,n F Z Z, ,n H z m - M M N Q n n� / \ 0 450 _ co s O° � 0 Ln o o m 45 m N �w0 ^H ~ a am 0No N M °� 0000N VI OO 0W MM3 1XI ;.0d � 00 > a a � H ni m tD 7 It O / rn$° m mL°i o O� On m Imt . 0 "'aaH � 0 �� Fd>>> O N I� > �F N O n z in F Z Z Z 445 0' ON) m' o I,O o ^A o't - It z0 � -O 445 ID 0) Ln -0 -6 0 HIt m II>>> F- Ln Mz z \ ^ °o > CO m W>> V) r z z z z z PROPOSE[ -t--0 M zz Fa>>> \ 0 mm omo 0) off-- 1.3' 2"WATER Ln zzz_ o m� z_ ~ \ m dim H a > / -PROPOSED GRADE (TYP.) CROSSING In'z0 ,nrzz 440 F- CL z z 440 - - / 15" RCP PROPOSED RCP 55.g8 LF �a o.57% 435 PROPOSED GRADE (TYP. CROSS NG LINE 291.2SLF 435 11' 18' RCP / 131.63 LF C o.87% 18" RCP 18" RCP / 430 LF RCP 72.56 LF @ 1.02% 59.07 LF Qa 0.95% 131.3z LF C 1.00% 3.6' 430 �4 RCP 167.33 LF Qa o.54A ✓ 409 24" RCP 425 39.66 LF Qa o.61°r6 / 425 \ XISTING GRADE (TYP.) 420 VERTICA GRAPH C SCALE / 420 2.s 5 , D 20\ ( IN FEET ) 415 1 inch = 5 f. 4�5 HORIZONTAL GRAP IC SCALE 25 0 100 2110 410 410 ( IN FEET 1 inch = 50 f . 405 405 5'x5' BOX CULVERT PROPOSED / WITH BLOCKS 9, io, & ii VSMP PLAN 400 / 400 00 l!1 lD 00 tD Ln M •i �t N O N 00 •'I O It tD 0) S � V1 ^ n 0.) rl H 'i ^ . H . 00 lD N l0 M . It •i m Q1 00 n tp Ln O 00 t . 0 ri 0 V1 0) M It LI1 dl .t 0 n l0 Ol O 00 0 Cl m Ol l0 6 O 6 m 6 <D 0 m rl tD V1 ,y, O H t6 m ^ m ^ m C6 M M M M M M M N M N cl Ol S O S N M �t Lrl V1 It V1 l/1 In It d 3 S S S S S M d It .t I S .t 't .t 1 .t It It It .t It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ i� d V m ^ 0000 om0 O 00 - EXISTING GRADE00 ,Mnrn; O a o M M 425 ° o 425 445 0 0 445 o m CR sZ z 0- 5 TR:44 VDOT STD. DI-3C (L=8') O o M d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 ri n H z z z TP=44050 4 7 3 > m INVIN:41o.83T044D 0 sF INV OUT: 436.00 TO 8o too INV IN: 41o.1oTO44B a Itz0 440 440 INV OUT: 4 TO 4z Z Z 420 PROPOSED GRADE 435 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,M t O O d � d 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE P. 410 410 15" RCP 42-44 LF Qa 1.18% 405 405 0+00 0+50 STR-4c,D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 5+5o STR-78B - STR-56 PROFILE i5 4: 00 J rp 430 0 -0 430 H ✓DOT STD. MH ko TP=422.50 0 v 1: 416.67 TO 50 o N a : 415.33 TO 48B m N f:415.00TO46 a0 425 Lr a > Ln F Z 420 LF2o PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 zo 74 m N 0 00 435 W 0 435 n O O STR:5o VDOT STD. MH O N A TP=428.00 0> Ln M a INV IN:4z1.00T05oB mCO ar INV IN:421.75T05z 't- INV OUT: 418.67TO48 F a» 430 O- 425 425 PROPOSED GRADE (T) PROPOSED 1.0' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 o+00 0+50 STR-5oB - STR-So PROFILE 1*7 N H 11 11 J m M to 450 o m 0 0 450 LINE 0 ^^F vri o V) OF O- M 0 m O M m Li) M � M aam >0a >00H M^'� 445 - �? z 0 I O 445 d' > > > F d > ,'„Fzzz `) 440 440 )SED GRADE (TYP.) PROPOSED 2" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 ri 001 00 0°D0 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 Lis" RCP 430 So.86 LF Qa 1.28% 430 15" RCP 5575 LF Qa 0.56% 425 425 N N ID a) 0) S N N 0I 0 0 0 0+00 0+50 1+00 1+50 STR-8oB - STR-72 PROFILE STR:4oB VDOT STD. DI-2 TP=399.00 INV IN: 395.00 TO YD-7 INV IN: 392.5o TO 42 l ^PROPOSED GRADE (TYP.) INV IN: 394.00 TO 4oD INV OUT: 390.00 TO 40 rEXISTING GRADE (TYP.) 410 4 3 TP=40533 INV OUT: 399.33 TO 4oB 405 405 400 400 9 ,, h9�o 395 tiSF�� 395 0 101 390 390 385 385 00 't 00 o o L^ m t STR: oD VDOT STD. DI- C (L=8') 0+00 0+50 1+00 STR-4oD - STR-4oB PROFILE 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. 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. iv N rl d m m M m 000 � OO 0 0 v H 0 LL9 o �'t o 0 >M� 455 00Z00 '5 n �0 It0 J I'. / ,n F Z Z, ,n H z m - M M N Q n n� / \ 0 450 _ co s O° � 0 Ln o o m 45 m N �w0 ^H ~ a am 0No N M °� 0000N VI OO 0W MM3 1XI ;.0d � 00 > a a � H ni m tD 7 It O / rn$° m mL°i o O� On m Imt . 0 "'aaH � 0 �� Fd>>> O N I� > �F N O n z in F Z Z Z 445 0' ON) m' o I,O o ^A o't - It z0 � -O 445 ID 0) Ln -0 -6 0 HIt m II>>> F- Ln Mz z \ ^ °o > CO m W>> V) r z z z z z PROPOSE[ -t--0 M zz Fa>>> \ 0 mm omo 0) off-- 1.3' 2"WATER Ln zzz_ o m� z_ ~ \ m dim H a > / -PROPOSED GRADE (TYP.) CROSSING In'z0 ,nrzz 440 F- CL z z 440 - - / 15" RCP PROPOSED RCP 55.g8 LF �a o.57% 435 PROPOSED GRADE (TYP. CROSS NG LINE 291.2SLF 435 11' 18' RCP / 131.63 LF C o.87% 18" RCP 18" RCP / 430 LF RCP 72.56 LF @ 1.02% 59.07 LF Qa 0.95% 131.3z LF C 1.00% 3.6' 430 �4 RCP 167.33 LF Qa o.54A ✓ 409 24" RCP 425 39.66 LF Qa o.61°r6 / 425 \ XISTING GRADE (TYP.) 420 VERTICA GRAPH C SCALE / 420 2.s 5 , D 20\ ( IN FEET ) 415 1 inch = 5 f. 4�5 HORIZONTAL GRAP IC SCALE 25 0 100 2110 410 410 ( IN FEET 1 inch = 50 f . 405 405 5'x5' BOX CULVERT PROPOSED / WITH BLOCKS 9, io, & ii VSMP PLAN 400 / 400 00 l!1 lD 00 tD Ln M •i �t N O N 00 •'I O It tD 0) S � V1 ^ n 0.) rl H 'i ^ . H . 00 lD N l0 M . It •i m Q1 00 n tp Ln O 00 t . 0 ri 0 V1 0) M It LI1 dl .t 0 n l0 Ol O 00 0 Cl m Ol l0 6 O 6 m 6 <D 0 m rl tD V1 ,y, O H t6 m ^ m ^ m C6 M M M M M M M N M N cl Ol S O S N M �t Lrl V1 It V1 l/1 In It d 3 S S S S S M d It .t I S .t 't .t 1 .t It It It .t It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ i� d V m ^ 0000 om0 O 00 - EXISTING GRADE00 ,Mnrn; O a o M M 425 ° o 425 445 0 0 445 o m CR sZ z 0- 5 TR:44 VDOT STD. DI-3C (L=8') O o M d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 ri n H z z z TP=44050 4 7 3 > m INVIN:41o.83T044D 0 sF INV OUT: 436.00 TO 8o too INV IN: 41o.1oTO44B a Itz0 440 440 INV OUT: 4 TO 4z Z Z 420 PROPOSED GRADE 435 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,M t O O d � d 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE P. 410 410 15" RCP 42-44 LF Qa 1.18% 405 405 0+00 0+50 STR-4c,D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 5+5o STR-78B - STR-56 PROFILE i5 4: 00 J rp 430 0 -0 430 H ✓DOT STD. MH ko TP=422.50 0 v 1: 416.67 TO 50 o N a : 415.33 TO 48B m N f:415.00TO46 a0 425 Lr a > Ln F Z 420 LF2o PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 zo 74 m N 0 00 435 W 0 435 n O O STR:5o VDOT STD. MH O N A TP=428.00 0> Ln M a INV IN:4z1.00T05oB mCO ar INV IN:421.75T05z 't- INV OUT: 418.67TO48 F a» 430 O- 425 425 PROPOSED GRADE (T) PROPOSED 1.0' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 o+00 0+50 STR-5oB - STR-So PROFILE 1*7 N H 11 11 J m M to 450 o m 0 0 450 LINE 0 ^^F vri o V) OF O- M 0 m O M m Li) M � M aam >0a >00H M^'� 445 - �? z 0 I O 445 d' > > > F d > ,'„Fzzz `) 440 440 )SED GRADE (TYP.) PROPOSED 2" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 ri 001 00 0°D0 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 STR: oD VDOT STD. DI- C (L=8') 0+00 0+50 1+00 STR-4oD - STR-4oB PROFILE 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. 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. iv N rl d m m M m 000 � OO 0 0 v H 0 LL9 o �'t o 0 >M� 455 00Z00 '5 n �0 It0 J I'. / ,n F Z Z, ,n H z m - M M N Q n n� / \ 0 450 _ co s O° � 0 Ln o o m 45 m N �w0 ^H ~ a am 0No N M °� 0000N VI OO 0W MM3 1XI ;.0d � 00 > a a � H ni m tD 7 It O / rn$° m mL°i o O� On m Imt . 0 "'aaH � 0 �� Fd>>> O N I� > �F N O n z in F Z Z Z 445 0' ON) m' o I,O o ^A o't - It z0 � -O 445 ID 0) Ln -0 -6 0 HIt m II>>> F- Ln Mz z \ ^ °o > CO m W>> V) r z z z z z PROPOSE[ -t--0 M zz Fa>>> \ 0 mm omo 0) off-- 1.3' 2"WATER Ln zzz_ o m� z_ ~ \ m dim H a > / -PROPOSED GRADE (TYP.) CROSSING In'z0 ,nrzz 440 F- CL z z 440 - - / 15" RCP PROPOSED RCP 55.g8 LF �a o.57% 435 PROPOSED GRADE (TYP. CROSS NG LINE 291.2SLF 435 11' 18' RCP / 131.63 LF C o.87% 18" RCP 18" RCP / 430 LF RCP 72.56 LF @ 1.02% 59.07 LF Qa 0.95% 131.3z LF C 1.00% 3.6' 430 �4 RCP 167.33 LF Qa o.54A ✓ 409 24" RCP 425 39.66 LF Qa o.61°r6 / 425 \ XISTING GRADE (TYP.) 420 VERTICA GRAPH C SCALE / 420 2.s 5 , D 20\ ( IN FEET ) 415 1 inch = 5 f. 4�5 HORIZONTAL GRAP IC SCALE 25 0 100 2110 410 410 ( IN FEET 1 inch = 50 f . 405 405 5'x5' BOX CULVERT PROPOSED / WITH BLOCKS 9, io, & ii VSMP PLAN 400 / 400 00 l!1 lD 00 tD Ln M •i �t N O N 00 •'I O It tD 0) S � V1 ^ n 0.) rl H 'i ^ . H . 00 lD N l0 M . It •i m Q1 00 n tp Ln O 00 t . 0 ri 0 V1 0) M It LI1 dl .t 0 n l0 Ol O 00 0 Cl m Ol l0 6 O 6 m 6 <D 0 m rl tD V1 ,y, O H t6 m ^ m ^ m C6 M M M M M M M N M N cl Ol S O S N M �t Lrl V1 It V1 l/1 In It d 3 S S S S S M d It .t I S .t 't .t 1 .t It It It .t It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ i� d V m ^ 0000 om0 O 00 - EXISTING GRADE00 ,Mnrn; O a o M M 425 ° o 425 445 0 0 445 o m CR sZ z 0- 5 TR:44 VDOT STD. DI-3C (L=8') O o M d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 ri n H z z z TP=44050 4 7 3 > m INVIN:41o.83T044D 0 sF INV OUT: 436.00 TO 8o too INV IN: 41o.1oTO44B a Itz0 440 440 INV OUT: 4 TO 4z Z Z 420 PROPOSED GRADE 435 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,M t O O d � d 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE P. 410 410 15" RCP 42-44 LF Qa 1.18% 405 405 0+00 0+50 STR-4c,D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 5+5o STR-78B - STR-56 PROFILE i5 4: 00 J rp 430 0 -0 430 H ✓DOT STD. MH ko TP=422.50 0 v 1: 416.67 TO 50 o N a : 415.33 TO 48B m N f:415.00TO46 a0 425 Lr a > Ln F Z 420 LF2o PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 zo 74 m N 0 00 435 W 0 435 n O O STR:5o VDOT STD. MH O N A TP=428.00 0> Ln M a INV IN:4z1.00T05oB mCO ar INV IN:421.75T05z 't- INV OUT: 418.67TO48 F a» 430 O- 425 425 PROPOSED GRADE (T) PROPOSED 1.0' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 o+00 0+50 STR-5oB - STR-So PROFILE 1*7 N H 11 11 J m M to 450 o m 0 0 450 LINE 0 ^^F vri o V) OF O- M 0 m O M m Li) M � M aam >0a >00H M^'� 445 - �? z 0 I O 445 d' > > > F d > ,'„Fzzz `) 440 440 )SED GRADE (TYP.) PROPOSED 2" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 ri 001 00 0°D0 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 00Z00 '5 n �0 It0 J I'. / ,n F Z Z, ,n H z m - M M N Q n n� / \ 0 450 _ co s O° � 0 Ln o o m 45 m N �w0 ^H ~ a am 0No N M °� 0000N VI OO 0W MM3 1XI ;.0d � 00 > a a � H ni m tD 7 It O / rn$° m mL°i o O� On m Imt . 0 "'aaH � 0 �� Fd>>> O N I� > �F N O n z in F Z Z Z 445 0' ON) m' o I,O o ^A o't - It z0 � -O 445 ID 0) Ln -0 -6 0 HIt m II>>> F- Ln Mz z \ ^ °o > CO m W>> V) r z z z z z PROPOSE[ -t--0 M zz Fa>>> \ 0 mm omo 0) off-- 1.3' 2"WATER Ln zzz_ o m� z_ ~ \ m dim H a > / -PROPOSED GRADE (TYP.) CROSSING In'z0 ,nrzz 440 F- CL z z 440 - - / 15" RCP PROPOSED RCP 55.g8 LF �a o.57% 435 PROPOSED GRADE (TYP. CROSS NG LINE 291.2SLF 435 11' 18' RCP / 131.63 LF C o.87% 18" RCP 18" RCP / 430 LF RCP 72.56 LF @ 1.02% 59.07 LF Qa 0.95% 131.3z LF C 1.00% 3.6' 430 �4 RCP 167.33 LF Qa o.54A ✓ 409 24" RCP 425 39.66 LF Qa o.61°r6 / 425 \ XISTING GRADE (TYP.) 420 VERTICA GRAPH C SCALE / 420 2.s 5 , D 20\ ( IN FEET ) 415 1 inch = 5 f. 4�5 HORIZONTAL GRAP IC SCALE 25 0 100 2110 410 410 ( IN FEET 1 inch = 50 f . 405 405 5'x5' BOX CULVERT PROPOSED / WITH BLOCKS 9, io, & ii VSMP PLAN 400 / 400 00 l!1 lD 00 tD Ln M •i �t N O N 00 •'I O It tD 0) S � V1 ^ n 0.) rl H 'i ^ . H . 00 lD N l0 M . It •i m Q1 00 n tp Ln O 00 t . 0 ri 0 V1 0) M It LI1 dl .t 0 n l0 Ol O 00 0 Cl m Ol l0 6 O 6 m 6 <D 0 m rl tD V1 ,y, O H t6 m ^ m ^ m C6 M M M M M M M N M N cl Ol S O S N M �t Lrl V1 It V1 l/1 In It d 3 S S S S S M d It .t I S .t 't .t 1 .t It It It .t It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ i� d V m ^ 0000 om0 O 00 - EXISTING GRADE00 ,Mnrn; O a o M M 425 ° o 425 445 0 0 445 o m CR sZ z 0- 5 TR:44 VDOT STD. DI-3C (L=8') O o M d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 ri n H z z z TP=44050 4 7 3 > m INVIN:41o.83T044D 0 sF INV OUT: 436.00 TO 8o too INV IN: 41o.1oTO44B a Itz0 440 440 INV OUT: 4 TO 4z Z Z 420 PROPOSED GRADE 435 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,M t O O d � d 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE P. 410 410 15" RCP 42-44 LF Qa 1.18% 405 405 0+00 0+50 STR-4c,D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 5+5o STR-78B - STR-56 PROFILE i5 4: 00 J rp 430 0 -0 430 H ✓DOT STD. MH ko TP=422.50 0 v 1: 416.67 TO 50 o N a : 415.33 TO 48B m N f:415.00TO46 a0 425 Lr a > Ln F Z 420 LF2o PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 zo 74 m N 0 00 435 W 0 435 n O O STR:5o VDOT STD. MH O N A TP=428.00 0> Ln M a INV IN:4z1.00T05oB mCO ar INV IN:421.75T05z 't- INV OUT: 418.67TO48 F a» 430 O- 425 425 PROPOSED GRADE (T) PROPOSED 1.0' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 o+00 0+50 STR-5oB - STR-So PROFILE 1*7 N H 11 11 J m M to 450 o m 0 0 450 LINE 0 ^^F vri o V) OF O- M 0 m O M m Li) M � M aam >0a >00H M^'� 445 - �? z 0 I O 445 d' > > > F d > ,'„Fzzz `) 440 440 )SED GRADE (TYP.) PROPOSED 2" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 ri 001 00 0°D0 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ i� d V m ^ 0000 om0 O 00 - EXISTING GRADE00 ,Mnrn; O a o M M 425 ° o 425 445 0 0 445 o m CR sZ z 0- 5 TR:44 VDOT STD. DI-3C (L=8') O o M d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 ri n H z z z TP=44050 4 7 3 > m INVIN:41o.83T044D 0 sF INV OUT: 436.00 TO 8o too INV IN: 41o.1oTO44B a Itz0 440 440 INV OUT: 4 TO 4z Z Z 420 PROPOSED GRADE 435 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,M t O O d � d 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE P. 410 410 15" RCP 42-44 LF Qa 1.18% 405 405 0+00 0+50 STR-4c,D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 5+5o STR-78B - STR-56 PROFILE i5 4: 00 J rp 430 0 -0 430 H ✓DOT STD. MH ko TP=422.50 0 v 1: 416.67 TO 50 o N a : 415.33 TO 48B m N f:415.00TO46 a0 425 Lr a > Ln F Z 420 LF2o PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 zo 74 m N 0 00 435 W 0 435 n O O STR:5o VDOT STD. MH O N A TP=428.00 0> Ln M a INV IN:4z1.00T05oB mCO ar INV IN:421.75T05z 't- INV OUT: 418.67TO48 F a» 430 O- 425 425 PROPOSED GRADE (T) PROPOSED 1.0' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 o+00 0+50 STR-5oB - STR-So PROFILE 1*7 N H 11 11 J m M to 450 o m 0 0 450 LINE 0 ^^F vri o V) OF O- M 0 m O M m Li) M � M aam >0a >00H M^'� 445 - �? z 0 I O 445 d' > > > F d > ,'„Fzzz `) 440 440 )SED GRADE (TYP.) PROPOSED 2" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 ri 001 00 0°D0 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 420 LF2o PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 zo 74 m N 0 00 435 W 0 435 n O O STR:5o VDOT STD. MH O N A TP=428.00 0> Ln M a INV IN:4z1.00T05oB mCO ar INV IN:421.75T05z 't- INV OUT: 418.67TO48 F a» 430 O- 425 425 PROPOSED GRADE (T) PROPOSED 1.0' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 o+00 0+50 STR-5oB - STR-So PROFILE 1*7 N H 11 11 J m M to 450 o m 0 0 450 LINE 0 ^^F vri o V) OF O- M 0 m O M m Li) M � M aam >0a >00H M^'� 445 - �? z 0 I O 445 d' > > > F d > ,'„Fzzz `) 440 440 )SED GRADE (TYP.) PROPOSED 2" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 ri 001 00 0°D0 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 425 425 PROPOSED GRADE (T) PROPOSED 1.0' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 o+00 0+50 STR-5oB - STR-So PROFILE 1*7 N H 11 11 J m M to 450 o m 0 0 450 LINE 0 ^^F vri o V) OF O- M 0 m O M m Li) M � M aam >0a >00H M^'� 445 - �? z 0 I O 445 d' > > > F d > ,'„Fzzz `) 440 440 )SED GRADE (TYP.) PROPOSED 2" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 ri 001 00 0°D0 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 o+00 0+50 STR-5oB - STR-So PROFILE 1*7 N H 11 11 J m M to 450 o m 0 0 450 LINE 0 ^^F vri o V) OF O- M 0 m O M m Li) M � M aam >0a >00H M^'� 445 - �? z 0 I O 445 d' > > > F d > ,'„Fzzz `) 440 440 )SED GRADE (TYP.) PROPOSED 2" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 ri 001 00 0°D0 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 z F o J r ° d F Z Of ui 0 O Z J L Q ,w W z L {/) > y L / L L �W/ 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 0 N N N N Q f j 0 n V to Lu N N C v o o ti (� z Q N ® J co i N o Gl w (N o�/ N N 10. w1 u1 T U � J T� LJJ J J w %O o � Q 0 U `W W Y U � 0 O ul Z LLLJ u J J � H� J w � J < o Oo ca 0 N U W J G 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 22 DRAINAGE DESCRIF III I II 10 . PIPE INFORMATION STIR. NO. DIA. LE* SLOPE INVERT 1NV MA R � \ \ n.) (ft) I%)IN OUT GREENA9 15 205.54 0.52% 439.58 438.52 RCP771 TYP / 7 15 176.70 0.51% 438.42 437.52 RCPNx II I �� / / 1 I / / j �J�/�// r-� � //%//'// <��kt`�.<r �<t�`k� -s�� � ►i /��__ .►tom �` / �� / /- s \ I I ram • J / / / / / /% �f / /// k /` ./ / / - --- _ r _ / / / l / / 5 24 171.74 0,77% 437.42 436.10 RCP �U n�or YD L°-TB-- I. Lor Y nor for inorI� nor nor __ IL _ 3 24 114.67 1.01% 436.00 434.85 RCP � 1 24 62.87 1.19% 434.75 4340RCP y � < [or \I � �-� I �< � I. / � � f I < <� I I` # I I- - � � -- < 16B v vv 1 � ( -'\ °r -- - (-/`l � 18A 15 27.86 1.18% 458.50 458.18 RCP - IIIIIIIj11 \\ I I Ik) �. t�' ( / ',.. _ -__ 20 _- � � / - �j s�': J �, ,.. �• 15 15 67.59 1.06% 458.08 457.33 RCP I I I � � � � � � .\ I\` ----- � ----- � - - �%•'''�- / 13 24 121.62 0.53% 447.50 446.85 RCP 12 11 24 29.15 0.56% 448.75 448.58 RCP -..� _ I I � / V A A � v >` v � v � V I ,�\.\ �`V I <I p `1 i i _ I � Il '� 31;°-=1- 1�' � � � - RooFz ♦ I I � /< 454.33 RCP DRAINAGEI`I D.�?IT,� RooF6 z6 °r g or - - I 25 15 51.10 0.78% 450.50 450.10 RCP I\ •• /II / l .e[ / / 6 I I / / I i �I\`I� I e ` _ Q .: II-' .. __. f'.'��--' ii za 52 RCP / / �' I / //�, . ` I I<I , . $ � ram �I�IIe I ' 15 85.52 0.56% 450.00 449. / / / _ J,��( / / / I lr 1 `�<� \ - � •. 21 1e 89.05 oss% 44s.az 44ss3 RCP yl\k \ . k -� -/--'< ✓ < / k` 5'..I\` 20 e..r`Ir�\l ,\i\i I\� I � '�\ / -'� W_. � :: -f / k`/, / <✓ ..$ ,` k k`I<k(�t�`I< 19 24 130.40 0.55% 448.83 448.10 RCP ER ---- 1e •I PROPOSED GREENWAY (TYP.) <-� n za 66.e1 osa% 448.06 44zso RCP � /��, - � 11 -- Ij=/" 20B PROPOSED CULVERT �I I I > 5 c '' �" /< / ' - I � r,? % �,_ I SHEETS 30-31 FOR �o y / or or or DESIGN INFORMATION / r, / ii. o / I t I •%`< �iy EXISTING STRiAM� O 0 , I 1 _ LOT \ o DGREENWAY(TYPj,?zf/¢�, k /.✓ PR P SE`I' / / - Son 15 zau 0.53% 440se 44o.43 RCP -r- JU ..,.,-... 29 15 156.27 0.52% 440.33 439.52 RCP 80 "�„` �_ '...--_ - _. _ ♦ '� I I' SoB / 410 w p / / �' °or / e; / //"/ :EXISTING WET­CANDS (TYP.) // �j �\ z7 is iat7o 0.51% a3s.az a38.50 RCP For / / I EN 91N4CIIBlCR �O"E I `� / : n .c \ . I:.::, �- w I / / /.//��' .// ✓ `.I )' / / �//�y� // //�///r 28B 3 x<m„Rrw _ �-�_-��_ �� _ 1.. y / .. ',.i ,. // /, ✓//. �'%�,/�/I /< �jTO / J7` / / / 28A 15 27.72 1.19% 448.00 447.67 RCP - - - �- -• - -_ �Im" :. � • , '. YD-5 -- - - � nor / ' / / • // j / , - - - - \ - _- -.-- �L. , -- 't?F ` ---- ROOFio �; i; �� ' y DRAINAGE DIVIDE (TYF'.) / / / / "' / / / / / 1 \ J 56 _ - - - - = /55 24 118.47 1 04 % 429.83 428.60 RCP 54B LoTI � / /nor / ��✓/ � k i� d j, f, /' 1�� % � / / � / / ��/ � I 54A 24 41.49 1.01 % 428.50 428.08 RCP �� ���\ l �� �� / / ### \ - 3on0 F8 '/tor ° / /` % �- / / / / - 54 / / // {/>/ /</ < / / / 53 24 52.04 1.75% 426.33 425.42 RCP i 51 24 1 49.17 2,54% 423.00 421.75 RCP 50 48 24 84.18 2.38% 418.67 416.67 RCP RAINAGE DIVIDE (TYP.) �` (<� \ \ k % /� /E </ `/� ` g o l �e0T / 47 24 29.84 1.69% 415.00 414.50 RCP 11 i� �i< . / " ` J tr. 1 I I I I I I I I \ \ \ \ \ \ \ \ \ T 46 PROPERTY lBOUNDARY (TYP.) ' /`'</< /.l l ), - `k l// d n°or ° r \ ' i ^ ;Ro' oFy / ^ aRr //i//✓✓✓'i�%✓j/ `/%<//`/ / y`l.11�,< /! / I1\I \\ \\\\\\ \ \\V 45 24 85.53 1.93% 413.00 411.35 RCP v_�/ \ \\ ` 44A 24 100.81 1.14 % 411.25 410.10 RCP �•/` ` ` / .( / \43 24 145.11 4.13% 410.00 404.00 RCP 42 i /j � / Lg T �' � - _ _ / � � �. � / y % / . �/ /�� /�<�` _•� � ✓ � 1 \ +" ` / \ \ � \ � � � I � _� 41 24 123.03 2.84 % 396.00 392.50 RCP ///�/ j' I J /// /' S46 ) �/. `/j/1/✓< /yj/\=<< f \\, \_ \ ;_ 40B EXISTING STREAM 24 m.2o 3.73% 3so.00 386.00 RCP 40 39 24 170.13 3.62% 379.75 373.60 RCP / //� / / r /'/ J / 1 / I e /`0• (E`/_st ., f / /!'• 38 / // �� /� /// tb, % / ��y✓/t // �� /' °� ROOFn 54D / �/ -� J`/XISTING STREAM _ �:;-1,'• 37 24 163.39 3.37% 373.50 368.00 RCP /ti` /y Jll /7 //-_ _- 40D // , _ / - - J 40C 15 70.20 7.59% 399.33 394.00 RCP i_-= // _ /////// /I I: // � I .(/` j�/�/<///`k/L//• [�/ F. r/ /rr ,.//r/���:. Y '✓f� � /- nor/ LOT �lll / ��_ ___ _ \ \\ \ �//�// / /j/l �/ kk7 < f �l. /ll. ,e �' // >lf✓,//�`f�' /�� '� %//�// / l / -� \ \\\\ JJ // / // // / / k1 k ,)� /./ /<YD-7D for / / /°T � �%/ � /; `%✓ ` �..-k -.� // / / / �or � p / : 4 4 6� / /// i ✓ //</ IIII / / // � \\ \ \ / /// / / II (` .k < 1 <I / 1. / / / ,' f�j i �� /or �_. �`/��/✓/ �� ` �/�.q, �` �` r. `/< ,., /� l I // / / / / LOT i es / /, /, /./i�✓ / I �Y <� M / j' / / / / / / I �I (\ / / �� \� �// // �< / / ( "/ / �/'� / AT ,/ /• /PROPOSEDGREENWAY(IYP)/�/< IIII I _. / ,��\ i /�/ ` d< `I<j Ik� �°r I ; �''ii i ✓i✓t % </../ /./ % y � / / l l / / (n ��( / j-� � \ -/�� / [ � nor /✓ % % r �. / l l / / l 'i`/,�%✓Y;/i✓/` / k '� 'kl �` �/ �, / / / / \ i t ROOF14 �c /✓/E/`/✓3/t t 1 i �� fE/<l � '/ / l l l / I ✓///%j/i✓j/ /�/ ` / </r`< %"J,/.J /�%/ /// 1 / l < .lI I`I = - 44D / j/ /�✓yii /< �� // //�/Y// / / / / / / II \ \` I\1 \ \\ l III - \� /// / ///// / mot./<./, <I.Iki<II<I I / I - / / / /// /� // / 4 < I I ,I LO� `•. \ / // �` III�kf PR/PERTYBOUNDARTYP.) \ I I 1 \ \\` -I I I \\ \ - - / // / / / /// /� / / <\. }�` ✓ y/ / t /• % I / . YD'7B ro* ,l k / `/ ///✓�/•/, 2 t �(...< /. �/ i l l l l / l / / / �' / l / \ \\ (- I \ - - /��j //j %//// / / // / \ I f / <q </ /< 1/ `/<kl e9 / �/j `/// /✓� /, ` EXISTING WETLANDS (TYP.) V j ` / y < / /< I 1 ' ./%i✓i/ /` ` �` % // / /-j/l / � l / l l I / / / / \\\1\\\\ / \\ �\I I I II ram\= �// �` � /r{�/'l<I,</� I / ✓%//��'/<//< / `/< �/</`.� 11 /f l / l 11 / I I I ' I/ / j` ` !` 4 d \ %• ��/.i` / y�F!/.< `/</` </ /` k�/ J l / l l \ \\`) I I \\\�f �r /✓<� /`/t✓/�/r//`%� DRAINAGE DIVIDE(TYP-) �` \\/<ItI1 I �\ yob �r/✓ l '/ IIII II / II 1 I�'t • 'I< 1` - //'�� Z..`:'. l/l l III / \ \ \\\ I <Ik ` � �< \ \ oD,�-1 � / � //� ./r''tk• / / �/ // / / / / I '-\ / '\~�-azs-- �� Ill I l l / � I \ I1/I A IA \� A`kI<(``)f ® j/✓ � < / ./ .� Y l � %< < I I I l � ,_ �+za ti f/ I I I I I I I `\ 1 \ \ \\ IIII/Il/l/ll �I ��( III/ / <�<I<<�<\t` /� ✓�t�j/t<f/!v��y`<VA` /I �II I I �V �v A v'T v / /llllll/l/ //I/ I �� ��II / �< I`I. `1 / /�/✓ �l i/. 7,1k �k /// �A VGRAPHIC,SCALF� l ll IIII 1 I /I I`kk .kl<k`�< k/ < .' /,�k�`�/` /�/ // / °` �� 8° \i6° EXISTING STREA v � \ _ k, t` <"� 1N FEET- / 1 inch = 8SY ft. _�PROPOSED GREENWWA�-- _IXISTING 100-Y T EAR FLOODPLAIN (TYP) ,� _ j �I< \ k-`�,Ey, � -----_ i \ � -dz✓ I I I 111 \� � I ��I � / / I ` I �/ .� `.�`/ / � �/ ��� <t /I l I I � ? � I �/ / /�-_-,' � - _----_/- - \�I. k �•'�</i�c�-.° :',•��. �< ./ I I � I / / /- _ �/ _--_----- _/ YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) I LENGTH* (g_) SLOPE(%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION YD-1A 15" Yard Inlet 455.00 12 126.83 9.46% 452.00 440.00 HDPE YD-1 15" Yard Inlet 444.00 12 11.00 4.55% 440.00 439.50 HDPE YD3C 12" Yard Inlet 465.33 12 52.10 1.11% 462.33 461.75 HDPE YD-36 12" Yard Inlet 465.33 12 45.92 1.09% 461.75 461.25 HDPE YD-3A 12" Yard Inlet 465.00 12 84.50 1.48% 461.25 460.00 HDPE YD3 12" Cleanout 464.67 12 16.75 1.49% 460.00 459.75 HDPE YD41) 12" Yard Inlet 462.00 12 69.00 4.35% 458.00 455.00 HDPE YD4C 12" Yard Inlet 459.00 12 56.30 3.55% 455.00 453.00 HDPE YD46 12" Yard Inlet 456.00 12 51.10 1.14% 453.00 452.42 HDPE YD4A 12" Yard Inlet 456.67 12 79.08 1.16% 452.42 451.50 HDPE YD4 12" Yard Inlet 457.67 12 22.55 1.11% 451.50 451.25 1 HDPE YD-56 15" Yard Inlet 449.00 12 101.30 0.99% 444.75 443.75 HDPE YD-5A 15" Yard Inlet 446.67 12 106.20 3.22% 443.75 440.33 HDPE YDS 15" Yard Inlet 445.00 15 94.42 1 0.35% 440.33 440.00 HDPE YD-7F 12" Yard Inlet 417.00 12 68.85 5.33% 414.00 410.33 HDPE YD-7E 12" Cleanout 413.33 12 37.00 4.05% 1 410.33 408.83 1 HDPE YD-70 12" Cleanout 411.83 12 110.55 4.37% 408.83 404.00 HDPE YD-7C 12" Cleanout 407.00 12 111.58 1.05% 404.00 402.83 HDPE YD-76 12" Cleanout 407.50 12 88.50 2.07% 402.83 401.00 HDPE YD-7A 12" Cleanout 406.50 12 70.75 1 7.07% 1 401.00 1 396.00 1 HDPE YD-7 12" Cleanout 401.00 LILL 12.33 8.11% 396.00 395.00 HDPE 44D 44C 15 42.44 1.18% 411.33 410.83 RCP 48B 48A 15 41.24 0.82% 415.67 415.33 RCP 50B 50A 15 41.21 1.21 % 421.50 1 421.00 RCP 54D 54C 15 41.56 1.20% 428.50 428.00 RCP 68 67 +5 45.54 2.70% 438.00 436.77 RCP 66 65 15 52.04 0.61 % 436.67 436.35 RCP 64 63 15 63.77 1.96% 436.25 435.00 RCP 62 61 15 23.15 2.16% 432.50 432.00 RCP 62B 62A 15 27.86 1.44% 433.00 432.60 RCP 70 69 15 45.86 0.55% 440.25 440.00 RCP 76B 78A 15 55.98 0.57% 441.50 441.18 RCP 78 77 15 291.25 1.94% 441.08 435.43 RCP 76 75 18 131.63 0.87% 435.33 434.18 RCP 7a 73 18 59.07 0.95% 434.08 433.52 RCP 72 71 18 72.56 1.02% 433.42 432.68 RCP 60 59 18 131.32 1.00% 432.58 431.27 RCP 58B 58A 24 39.66 0.61% 431.17 430.93 RCP 58 57 24 167.33 0.54% 430.83 429.93 RCP 76B 76A 15 69.95 0.81% 436.00 435.43 RCP 80B 80A 15 50.86 1,28% 434.58 433.93 RCP 80 79 15 55.75 0,56% 433.83 433.52 RCP 80D 80C1 15 1 42.04 1.59% 436.00 435.33 RCP IS Structure Area Cw tc INLET INFORMATION RIM - (Acres) (Min.) rat T ETTYPE Curb SLOT Type LENGTH ELEVATION 443.33 --- 4 0.28 0.75 6.0�* DIJB CG6 12 8 0.35 0.70 6.0� DIJB cc6 14 453.33 10 0.41 0.65 6.0 0 SCOTT R. LLINS'Z MH CG6 - 461.33 12 0.10 0.75 5.0 U Lic. No. 035791 - 454.83 12B 0.11 0.75 5.0 0� 1/6/21 w4 MH cc6 16 0.16 0.55 6.0 ° �`S'S C0 z MH CG6 - 444.00 16B 0.21 0.75 6.0 %Q NAL E 11C'1 w 18 0.13 0.75 5.0 1 Z 20 0.14 0.70 6.0 w DIJB cc6 a 465.n 20B 0.16 0.70 5.0 z DIJB CG6 6 465.17 22 0.11 0.75 5.0 0 464.17 24 0.35 0.75 5.0 0 MH cc6 0 26 0.11 0.70 5.0 DIJB CG6 6 462.00 to 28 0.07 0.75 5.0 z z z 28B 0.20 0.75 6.0 � f o DIJB cc6 6 491.92 30 0.10 0.75 6.0 0 o 0 30B 0.25 0.70 6.0 0 Ln of o 40 0.12 0.50 6.0 > w ¢ > N 456.83 40B 0 0.50 6.0 oz F °� i °� n DIJB CG6 6 .24 'w a o x DI-3C CG6 8 456.00 -- 40D 0.17 0.80 6.0 V U '0 � un r 42 0.04 0.90 5.0 Z o o Q o 0 DI-38 CG6 6 457.00 44 0.32 0.80 6.0 LU o O z O w s DI-38 CG6 8 458.75 44B 0.09 0.75 6.0 Ln F- Q d Q Q 44D 0.13 0.75 6.0 F„♦ m o m m 0I-36 cc6 6 463.75 L vwi y 46 0.18 0.75 5.0 LU 48B 0.11 0.75 6.0 LU LU LU > o DI-3B CG-6 8 458.75 50B 0.11 0.75 6.0 W LU LU LU .� 52 0.10 0.75 5.0 `O to m ` 52B 0.11 0.70 5.0 LU w LU ° DIJB cc6 m 4azaz 54B 0.10 0.75 6.0 0 DIJB cc6 a 447.42 54D 0.09 0.75 6.0 58 0.46 0.70 6.0 DIJB CG6 8 454.83 6 58B 0.19 0.75 6.0 70 62 0.15 0.60 6.0 4sa.7s 62B 0.21 0.75 6.0 o c° DIJB cc6 t2 64 0.10 0.80 5.0 w 0 o 0 0 0 o 66 0.27 0.75 6.0 o n v 00 ro.1 0 U 439.67 68 0.16 0.75 5.0 v C2 .�-i U MH CG6 - 0 DIJB CG6 8 437.50 70 0.31 0.75 6.0 72 0.13 0.75 5.0 MH CG6 - 435.17 E 74 0.12 0.75 6.0 - DIJB CG6 8 431.42 76 0.64 0.50 7.0 428.00 76B 0.38 0.65 7.0 n OD MH CG6 - 78 0.70 0.50 7.0in 0') Q5 MH CG6 - 422.50 78B 0.36 0.65 6.0 > DIJB cc6 10 421.08 80 0.10 0.75 5.0 M 7 Z 80B 0.12 0.75 6.0 C<ri DIJB cc6 s 419s7 80D 0.15 0.70 6.0 N o DIJC CG6 8 417.83 .V' ® v DIJB CG6 8 409.75 YD-1 0.22 0.40 7.0 CY 3 YD-lA 0.24 0.65 6.0 o DI-1 CG6 - 399.00 YD-3A 0.06 0.50 6.0 t n a DI-1 CG6 - 396.00 YD-3B 0.07 0.45 6.0 N C:) c MH CG6 - 380.00 YD-3C 0.11 0.45 6.0 m o O YD-4B 0.12 0.50 6.0N LOU YD-4C 0.14 0.50 6.0 ce DI-3C CG6 8 405.33 !\ YD-4D 0.14 0.50 6.0 Q > a YD-5 0.28 0.50 5.0 o YD-5A 0.15 0.60 5.0 LU r� c DI-3B CG6 6 418.33 YD-5B 0.27 0.50 5.0 YD-7A 0.05 0.90 5.0 o 422.42 YD-7C 0.07 0.90 5.0 ♦>� V) W DI-3B CG6 8 YD-7D 0.05 0.60 6.0 LU d a \ <O ,c YD-7E 0.07 0.60 6.0 DI-38 CG6 8 428.25 YD-7F 0.11 0.60 6.0 O � o w 3 43s.a2 R00F1 0.13 0.90 5.0 Q \ Q s DIJB cc6 a ROM 0.18 0.90 5.0 = z ROOF3 0.09 0.90 5.0 C) DIJC cc6 a 444.00 ROOF4 0.09 0.90 5.0 s t V J v ROOF5 0.09 0.90 5.0 DIJB CG6 10 443.50 f Y a ROOF6 0.15 0.90 5.0 U 0 DIJB CG6 8 441.50 Uj c ROOF? 0.11 0.90 5.0 439.92 ROOF8 0.10 0.90 5.0 O E DIJC cc6 6 ROOF9 0.11 0.90 5.0 Ul J ROOF10 0.22 0.90 5.0 0 DIJB cc6 a 440.00 ROOF 11 0.11 0.90 5.0 L ROOF 12 0.11 0.90 5.0 LU J z ROOF 13 0.11 0.90 5.0 z DIJB cc6 12 444.58 w ROOF14 0.11 0.90 5.0 0 ROOF 15 0.17 0.90 5.0 o `vZ' 0 DIJB CG6 12 448.83 i 448.75 I / LU '� O 0 .'. DIJB CG6 12 442.83 I [ - ,- O 0 DIJB CG6 12 _ n 440.58 I I # f �'1 > DIJB CG6 6 # V I I I I Q � N DI-3C CG6 6 440.33 I I I I Q x I N MH CG6 - 440.25 I I I I I I s 439.08 I_ I � DI-3C CG6 6 N DI-3C CG6 12 439.08 '~-' c w W E w U N DI-3B CG6 12 443.00 JOB NO. I 182150 10 0 A DIJB CG6 6 440.58 / SCALE 41 ° 440.33 1 11 _ 801 0 DIJC CG6 6 1 c � 0 � SHEET NO. n 1 / DIJB CG6 6 440.50 23 s Z,TH OFF SCOTT R. LLINSZ O U Lic. No. 035791 � °0 ���`rSIONAL 1/6/21 w4 E�Ol w w Z Z W N z J O U 0 c H F H 0 Z Z Z c W w WI o U V OU U FF u) In ~ O vl O w Z > Q > N O Q ai$ g wf c-S a '' ww k �_ OU �_ �_ o V/ � � Q Z O U O O r Q W W W OZ O J < w w O u Z > .. w w w w > Q H Q Q o W W W W m a d a O 0 W InI W w w 0 U `o a gutter longitudinal slope of 0.001 should be used in a sump condition 0 o - 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 overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. c 0 0 0 0 2 O O O N W O Q M CN N N O U 0 n for inlets draining to stonmwater management facilities, where ovedand flow to facilities is not available, 100% capture is required at 6.5in/hr o a 0 E 0 C J d r U M ® z 1\ > ° CV J 3 M 19 �F V N m 0 r a N G` o lO v' O O N N u, J Q W o c J (n 1 J T� ` � O L w a O `o U �--1 0 J 3 Q O gutter longitudinal slope of 0.001 should be used in a sump condition = /��\ V U grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth (� LU 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 overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. Q N z a w U o c �< o LL J V) c o U_ z w w Nw Z L 1_ ___I Z Z for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr �� N r_ (n Z J J LNU L 1_ 0 T 0 d O 1 I•�� V > O O Q co U x s W � U J ti N N w W E W 3 u) O a V) � JOB NO. 182150 0 SCALE ° N/A o 0 SHEET NO. a 24 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 Hyd INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 iNhr for capacity and depth) Mannings C 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 O 0 U � C 3 u 3 W Y @ u w 0 o u £ to g m c o rn a o m 4 H 0 � o � � 9 � rn X VI '� N p0 ." c t ,9 N a > � Q U U O O O vi rn � to rn III 0.19 0.75 0.143 0.57 0.00 0.57 0.0010 0.0200 2.0 0.0200 1.0000 8.32 right 0.16 0.75 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0200 1.0000 7.80 24 3C 8.0 combined flow 1.1 0.12 0.252 5.79 left 0.09 0.80 0.072 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 6.44 right 0.08 0.80 0.064 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0200 1.0000 6.16 40D 3C 8.0 combined flow 0.5 0.07 0.163 3.73 left 0.20 0.80 0.160 0.64 0.00 0.64 0.0010 0.0200 2.0 0.0833 4.1650 8.69 right 0.12 0.80 0.096 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0833 4.1650 7.17 44 3C 8.0 combined flow 1.0 0.11 0.248 5.69 left 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0833 4.1650 7.60 right 0.30 0.70 0.210 0.84 0.00 0.84 0.0010 0.0200 2.0 0.0833 4.1650 9.62 58 3C 12.0 combined flow 1.3 0.11 0.237 5.44 left 0.10 0.75 0.075 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0833 4.1650 6.54 right 0.09 0.75 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0833 4.1650 6.29 58B 3C 8.0 combined flow 0.6 0.09 0.191 4.37 left 0.09 0.60 o.osa 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0833 4.1650 5.78 right 0.06 0.60 0.036 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0833 4.1650 4.97 62 3C 6.0 combined flow 0.4 0.06 0.140 3.21 left 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 5.04 right 0.11 0.75 0.083 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0833 4.1650 6.78 68 3C 8.0 combined flow 0.5 0.07 0.150 3.43 left 0.06 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1650 5.40 right 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 72 3C 6.0 combined flow 0.4 0.07 0.148 3.39 left 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 5.04 right 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 5.04 80 3C 6.0 combined flow 0.3 0.06 0.124 2.85 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 c _ N U � U D c w 3 p C r u 0 c o 3 u � a g m c u rn a m � o o S C! O d vi a' left 0.18 0.75 0.135 0.88 0.00 0.88 0.0010 0.0200 2.0 0.0833 4.1650 9.78 right 0.17 0.75 0.128 0.83 0.00 0.83 0.0010 0.0200 2.0 0.0833 4.1650 9.57 24 3C 8.0 combined flow 1.7 0.16 0.349 8.00 left 0.09 0.80 0.072 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0833 4.1650 7.72 right 0.08 0.80 0.064 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0833 4.1650 7.39 40D 3C 8.0 combined flow 0.9 0.10 0.225 5.16 left 0.20 0.80 0.160 1.04 0.00 1.04 0.0010 0.0200 2.0 0.0833 4.1650 10.42 right 0.12 0.80 0.096 0.62 0.00 0.62 0.0010 0.0200 2.0 0.0833 4.1650 8.60 44 3C 8.0 combined flow 1.7 0.16 0.343 7.86 left 0.16 0.70 0.112 0.73 0.00 0.73 0.0010 0.0200 2.0 0.0833 4.1650 9.12 right 0.30 0.70 0.210 1.37 0.00 1.37 0.0010 0.0200 2.0 0.0833 4.1650 11.54 58 3C 12.0 combined flow 2.1 0.15 0.328 7.52 left 0.10 0.75 0.075 0.49 0.00 0.49 0.0010 0.0200 2.0 0.0833 4.1650 7.84 right 0.09 0.75 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0833 4.1650 7.54 58B 3C 8.0 combined flow 0.9 0.12 0.263 6.04 left 0.09 0.60 o.osa 0.35 0.00 0.35 0.0010 0.0200 2.0 0.0833 4.1650 6.93 right 0.06 0.60 0.036 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0833 4.1650 5.96 62 3C 6.0 combined flow 0.6 0.09 0.194 4.44 left 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.05 right 0.11 0.75 0.083 0.54 0.00 0.54 0.0010 0.0200 2.0 0.0833 4.1650 8.13 68 3C 8.0 combined flow 0.8 0.09 0.207 4.75 left 0.06 0.75 0.045 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0833 4.1650 6.48 right 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 72 3C 6.0 combined flow 0.6 0.09 0.205 4.89 left 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.05 right 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.05 80 3C 6.0 combined flow 0.5 0.08 0.172 3.94 STRUCTURE DRAINAGE D (I1� FLOW TYPE IlVIEP TYPE AREA (FTC) PERIMETER (ET) A (ACRES) C I (IN/fUt) Q (CFS) YD-1 15"Nybplast Yard Inlet 0.64 5.40 0.22 0.40 4.00 0.352 0.93 WEIR FLOW YD-1 15"NybplastYardlnkt 0.64 5.40 0.22 0.40 6.50 0.572 1.29 WEIR FLOW YD-1 15"Nybplast Yard Inlet - 50% cogged 0.32 2.70 0.22 0.40 4.00 0.352 1.48 WEIR FLOW YD-1 15"Nybp4astYazdInlet-50%cogged 0.32 2.70 0.22 0.40 6.50 0.572 2.05 WEIR FLOW YD-lA 15"Nybplast Yard Inbt 0.64 5.40 0.24 0.65 4.00 0.624 1.37 WEIR FLOW YD-lA 15"Nybplast Yazd Inlet 0.64 5.40 0.24 0.65 6.50 1.014 1.89 WEIR FLOW YD-lA 15"NybplastYardInLt-50%cogged 0.32 2.70 0.24 0.65 4.00 0.624 2.17 WEIR FLOW YD-lA 15"Nybplast Yazd Inlet - 50% clogged 0.32 2.70 0.24 0.65 6.50 1.014 4.17 ORIFICE FLOW YD-3A 12"NybplastYardlnkt 0.43 11.19 0.06 0.50 4.00 0.120 0.28 WEIR FLOW YD-3A 12"NybplastYardlnlet 0.43 11.19 0.06 0.50 6.50 0.195 0.39 WEIR FLOW YD-3A 12"Nybp4ast Yard Inlet - 50% clogged 0.22 5.60 0.06 0.50 4.00 0.120 0.45 WEIR FLOW YD-3A 12"Nybp4astYazdInlet-50%cogged 0.22 5.60 0.06 0.50 6.50 0.195 0.62 WEIR FLOW YD-3B 12"Nybplast Yazd Inbt 0.43 11.19 0.07 0.45 4.00 0.126 0.29 WEIR FLOW YD-3B 12"Nybplast Yazd Inlet 0.43 11.19 0.07 0.45 6.50 0.205 0.40 WEIR FLOW YD-3B 12"NybplastYazdInLt-50%cogged 0.22 5.60 0.07 0.45 4.00 0.126 0.46 WEIR FLOW YD-3B 12"Nybplast Yard Inlet - 50% clogged 0.22 5.60 0.07 0.45 6.50 0.205 0.64 WEIR FLOW YD-3C 12"Nybplast Yard Inlet11.19 0.11 0.45 4.00 0.198 0.39 WEIR FLOW YD-3C 12"Nybp4ast Yazd Inlet 0.43 11.19 0.11 0.45 6.50 0.322 0.54 WEIR FLOW YD-3C 12"Nybp4ast Yard Inlet - 50% cogged 0.22 5.60 0.11 0.45 4.00 0.198 0.62 WEIR FLOW YD-3C l2"Nybplast Yazd Inlet - 50% clogged 0.22 5.60 0.11 0.45 6.50 0.322 0.93 WEIR FLOW YD-4B 12"NybplastYazdInlet 0.43 11.19 0.12 0.50 4.00 0.240 0.45 WEIR FLOW YD-4B 12"NybplastYazdInlet 0.43 11.19 0.12 0.50 6.50 0.390 0.62 WEIR FLOW YD-4B 12"NybplastYardInlet-50%cogged 0.22 5.60 0.12 0.50 4.00 0.240 0.71 WEIR FLOW YD-4B 12"Nybplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.50 6.50 0.390 1.37 WEIR FLOW YD-4C 12"Nybplast Yard Inlet 0.43 11.19 0.14 0.50 4.00 0.280 0.49 WEIR FLOW YD-4C 12"Nybp4ast Yazd Inlet 0.43 11.19 0.14 0.50 6.50 0.455 0.68 WEIR FLOW YD-4C l2"Nybplast Yazd Inlet - 50% clogged 0.22 5.60 0.14 0.50 4.00 0.280 0.78 WEIR FLOW YD-4C 12"Nybplast Yazd Inlet - 50% clogged 0.22 5.60 0.14 0.50 6.50 0.455 1.86 WEIR FLOW YD-4D 12"NybplastYazdInlet 0.43 11.19 0.14 0.50 4.00 0.280 0.49 WEIR FLOW YD-4D 12"NybplastYazdInkt 0.43 11.19 0.14 0.50 6.50 0.455 0.68 WEIR FLOW YD-4D 12"Nybplast Yard Inlet - 50%cogged 0.22 5.60 0.14 0.50 4.00 0.280 0.78 WEIR FLOW YD-4D 12"Nybplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.50 6.50 0.455 1.86 WEIR FLOW YD-5 15"Nybp4ast Yazd Inlet 0.64 5.40 0.28 0.50 4.00 0.560 1.27 WEIR FLOW YD-5 15"Nybplast Yazd Inlet 0.64 5.40 0.28 0.50 6.50 0.910 1.76 WEIR FLOW YD-5 l5"Nybp4tist Yazd Inlet - 50%cb�ed 0.32 2.70 0.28 0.50 4.00 0.560 2.02 WEIR FLOW YD-5 15"Nybplast Yazd Inbt - 50% clogged 0.32 2.70 0.28 0.50 6.50 0.910 3.36 WEIR FLOW YD-SA 15"Nybplast Yazd In Design Storm Year= 10 Design Storm Year= 10 Design Year: 10 Project: Brookhlll Blocks 9, 10, & 11 Job #: 182150 Prepared by: AML, PE TH OFF O SCOTT R. LLINSZ U Lic. No. 035791,E 1.00 1/6/21 w4 �SIONAL w Z 7 Z N z J O U O c w p U N N r p o C 0 ° `o O a c ° y O E 0 C J > O ° 3 N ° a o ° 0 3 ° v ° 0 a ° 0 0 ° 0 z w z z z Z J J O 0 a ° a > U x s o N N E 3 O � 0 ° 0 a ll Z Z O ( Z O >-Z 1 J Z .. H w V O ; O W w W a> d Ln Lu w F w O a Q W W W F W OU Q u a �_ O W lu a Lu d En� w H W V ~ O ; O W W W a d w u `H / W W Q O O O O N \O O O N n c N M 0to O � rn ti ® M l� V/ cM 1 N O Q W w J J AII> w O L9 '-i _ U Y w � ul w w Lu < Q CD O 0 O U z J Q GL LL ,--I Tj O6 ,--I � U m y 0 co a (n z O U J Q U Q z < Q w J ti W W 2 (A I MIN JOB NO. 182150 SCALE N/A SHEET NO. 25 ®�®�------_- �o�������mam'a® I11 0ma®� �- 11• � 11 11 11®�------_- POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CTCY VEL FLOW TIME INC12 ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEEL' FT./FT. I ®��m����m®®�m,11� m•o�mmmt�� ���m����mmtm�m,maommmmt®� �®_-___----__-- m���m����m�m�� I 1 oommm I I �� 0��m����mmtm�m.moomm�mt� � I I 0��m����mmtm�m,m®ommmmt® m���m����mmtm�m,m®om�mmt� :II m���m����m®m�m,moommm��� m���m����mmt®�mtmoom�mmt�� ---____-®®� 1 1 I I � 1 1 •• 1 1 m 11 ��� ®---____-��� 11 111 � 111 • 11 m 11 1® I® ���m����mmtm�mtmm•�m�mmt�� o��m����m®mom®moommmmt�m� \ \ EXISTING GRADE (TYP.) 465 465 / SIGHT LINE (TYP.) i 46o / \ 460 455 S\GN%O� ' PROPOSED GRADE (TYP. \ \ gNCF 455 450 \ 450 HT. OF \ OBJ=3.5' \ \ 445 445 HT. OF 440 \ 440 \ UTUREROAD GRADE 435 435 PROPOSED END OF ROAD CONSTRUCTION GRADE TIE-IN 430 \ \ 430 425 425 IFLORALAN (EAST) & ARCHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE 420 420 Ln r 00 m 00 OH H dN n Q OO O 0 ) OM O O 0 O N N m 10 O O co N W .�tt .t 't S Ln S L0 d l0 LD .t 't N 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 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 fL HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 485 485 \ 48o \ 48o / \ 475 EXISTING GRADE (TYP.) 475 / / 470 470 SIGHT LINE (TYP. ANCE_15? _ - - SIGHT DIS HT. F \ 7- OBJ=3.5' 465 aEYE=35� 465 01 ANCE'- 5\G 460 / / ROPOSED GRADE (TYP.) 46o HT. OF OBJ=3.5' 455 455 n co 01 00) 00m 'i �t 0 lD �0) LD 0 N NO 'i S L�D� 00 00 a�o� a I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 465 EU TIS A ENU & A CHER AVENUE INf ERSE(TIOO SIGH DIS ANCE PROFFLE] 465 46o / 46o / HT. OF / OBJ=3.5' 455 455 i LINE (TYP.) 450 _ - - - - - - - - SIGHT DISTANCE_ I i 445 HT. OF --- --_335 - / OBJ=3.5' --- i ---- HT. OF \ 1 EYE=3.5' 440 PROPOSED GRADE (TYP.) 435 \ / 430 XISTING GRADE (TYP.) 425 .t m O W lD Ln W 1� M m y) O n 0 N LD H I� .t ei lD •i ei M 00 n N 1, m W m 1 M I� L0 M r` 00 CO CO 00 .t M ei 'i O O It H O LD S H O N N O 00 S N N LD It M --t 't 6 LD f Ln W M 3 ID 'y 00 tD Li,It It.t S d d .t .t S It S d 1 475 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 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+00 450 445 440 435 430 425 SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 11 Z O a k < Z Lu O o Z O J L Q LI) c F w Z L V/ c / L W Ic L 0 N N N CD Q t j N00 l\D n 00 '-I r` m c z N Q 475 c N Ln 470 W o 0C%j J LL W > O 465 J ,--1 � J r1 W � C25 V z H Q 46o O J) O Q 455 2 U _ � W �z Y U z 450 w 0 O � m W 445 iw Z J J 0� w - U) 2 z 440 J w � _ 0 O J O 435 (D 0C:)m 0 430 u Lu F w a JOB NO. 4�5 182150 SCALE 1LL _ 501 SHEET NO. 26 450 450 450 450 SIGHT LINE (TYP.) 445 445 SIGHT DISTANCE=335' - - - - - - - - PROPOSED END OF ROAD / - \ _ HOB'. F 3-5' CONSTRUCTION GRADE TIE-IN \ 440 / HT. OF EYE=3 S. 440 36 i / PROPOSED GRADE (TYP. �P \ 435 435 �GN�O\ i / / 430 \ 430 HT. OF OBJ=3.5' 425 425 FUTURE ROAD GRADE \ / \ 420 420 `-EXISTING GRADE (TYP.) 415 43-5 410 410 I 405 I 405 0a0 0a °a ap ^M m o00 00 CO 0 0) 00 00 0) o M Im a + no 00 a M o a w M 'tLp M M kD M N d, M Mv Mv a. a a a a a a a a a 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 475 475 470 470 465 \ 465 HT. OF \ \ XISTING GRADE (TYP.) OBJ=3.5' 46o \/Gh�osr 46o 455 455 SIGHT LINE (TYP.) HT. OFF' EYE=3.5' 450 �S/G 450 T C_ \ . \ 445 PROPOSED GRADE (TYP. \ 445 \JHT . OF OBJ=3.5' 440 440 V1 M N W 0 ci m 00 I� N n It 0.)LD 00) lD a <0 a� O <D a 1O LD a `� LD a O � a 00 a� Li,Ln a a a 0+00 0+50 1+00 3+50 2+00 2+50 3+00 3+50 4+00 4+50 445 445 SIGHT DI TANCE=335' HT. OF _ _ - - - - - - - - PROPOSED END OF ROAD OBJ=3.5' — HT OO CONSTRUCTION GRADE TIE-IN 440 EYE=3.5' \ 440 / 435 %TA��F, SIGHT LINE (TYP.) 435 ROPOSED GRADE (TYP.) \ �33\, 430 / 430 EXISTING GRADE (TYP. \ HT. OF 4�5 FUTURE ROAD GRADE-'OBJ-3 5' 4�5 / 420 420 1p I� n Ln OM ci 1s1 Oa ar ms 00 00 00 O lD M00 M O M a) M a) N M l O a a Nkp m a M 00 O M n M M M a) W 00 tN00) a)a a a s a s a s a s a M M M _ORA COURT (NORTH) & FLORA LANE INTERSECTION SIGHT DISTANCE PROFIL 0+00 0+50 1+00 3.+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 FLORA LANE (SOUTH) & EUSTIS AVENUE INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 ( IN FEET ) 1 inch = 50 ft. 465 465 460 HT. OF \ 46o OBJ=3.5' �/EXISTING GRADE (TYP.) 455 ��yT 455 /S �qN\F `SIG HTLINE(TYP.) 8 450 450 \ \ 445 HT. EYE=3.5' \ si�NrD sr OF AN E,\4, 445 PROPOSED GRADE (TYP. HT. OF 440 OBJ=3.5' 440 435 435 l0 00 ^ 00 00 � M �0 . - 6LLn ri 00 M N to Lp N 00 a s a s a W Its a � It 1011 a 't a s a S s 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 FLORA COURT (SOUTH) &FLORA LANE INTERSECTION SIGHT DISTANCE PROFILE] SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E P 1/6/21 11 Z 0 z O Lu 0 Z 1n J L 0 tn a r_ ; LuZ L V/ c L W L 0 N N N N Q Lu CD CD CD r1i CD t j 0 n � W •--i l0 .--i N N � � Z n O '-I Lu z co N ® � J 00 � LL N Ln W o aoLu LL LL W > O Lu .--I IZ J J Lu u V Cf) 66 z Lu Q ~ � I—L9 H J) O T --1 — J Q ON WY � Lr' w U z 0 ulu O V m Lu z LLJw J � W H� U) = z_ J w � 0 O J o (D O C:) m O N U W J ti 0 W W a � JOB NO. 182150 SCALE 1LL = 501 SHEET NO. 27 SEE NOTE, THIS SHEET. ° ! Y Y Y �` NOTE: SEE FINAL SITE PLAN FOR LANDSCAPING % /3o PLANTED/REFORESTED IN OPEN SPACE AND BUFFER AREAS. NOTE: 3o' PORTION OF THE ROUTE 29 BUFFER MAY BE BUFFER DISTURBED FOR GRADING WITHIN THE DEVELOPMENT, AND SHALL BE REPLANTED WITH A MIXTURE OF _ — — — DECIDUOUS AND EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING. -- — - - ----_---- J r ® e lir No POO �, ®, FLORA'<:elm pPIP jJ` !�• i�I ® go —or ��a �\ � elf®. � ���'L'�'� .�,�L��®,�� ATTIMEOFFINALSUBDIVISIONPLAT, \ ®�P�J� } „ , 43 / r GRAPHIC SCALE PER PROFFER #2 OF ZMA2m8000ii Y LOT \ a /: FQOZE� , _ / / LOT x / 85 44 ao 0 0 40 eo Y BOUNDARY (TYP.) T LOa 4 K LOT / ( IN FEET ) 84 ��� LOT 1 inch = 40 ft. Lu \ 1 W ~ \ ` Z_ W J W \ _ —V U) Lic. No. 035791 It, 5/6/21 ¢�'41 N N N N — — O N N O CD Q N N N h \ \ 7 n Ln U � U J I '7 Lu _I �s•Z�i�iG SCALE 1"=40' SHEET NO. 28 Conservation Plan Notes: PROPERTY BOUN/(T� �I JJ�'{�/ �LOT\�PLANTSCHEDULE: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON /-.L8T �--�NE -S 2 �� ` 45 / SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY CANOPY TOTAL AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING4 ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE / ✓/ " °w LOTCANOPYTREES CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. /�/ - ,2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION.LOT \i /.\9LOT 4 AR ACER RUBRUM RED MAPLE 2-1/2" cal. 31 452 14012 MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES'A 3 _s \ QP QUERCUS PHELLOS WILLOWOAK 2-1/2" Cal. 58 419 24302 TO BE PRESERVED AND PROTECTED. ��'e °�' 47nCUS SHUMARDII SHUMARDOAK 2-1/2 cal. 33 372 12276 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER LOT ' ir+ \ \ TOTAL 50590 MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL 82//j NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREESTO BE PRESERVED AND PROTECTED.LANDSCAPING NOTES: 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OFEXISTING STREAM LO-\\i. iLARGE STREETTREE PROVIDED EVERY So'OF STREET FRONTAGE. 2. STREET TREES SHALL BE LOCATED MIN. FROM DRAINAGE STRUCTURES AND io' MIN. TREES TO BE PRESERVED AND PROTECTED. �Si r 5'FROM WATERLINE AND SANITARY SEWER STRUCTURES. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS ` \ - BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY � � \ � �� l � � f \ /< e k ` 3. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; ENGINEERING DEPARTMENT. / A� / + / LOT `�- ��� THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND dp ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, %\ - �- 8 \ \ S STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE C L T 4� fV O J TELEPHONE OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE % .r \ PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS 8p } \\\ PRUNED BETWEEN 2' AND T ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL ( ;�.�� + `�:,% /®� LOT / \ i AND ACCOMMODATE PEDESTRIANS. t � BE REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT TRENCHING WILL ' r SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. %ram. J / ; G TOTALREQUIR STREET REQUIRED STREET LOT / 59 / / \ � F`ST S REQUIRED STREET TREES: uo (i TREE PER EVERY 50' OF STREET FRONTAGE) 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE i , i / -� �cs LIMITS OF GREENWAY. PROPOSED STREET TREES: 122 PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH �/ 79 f l f \ 769G FUTURE PUBLIC GREENWAY TO BE NOTE: i,964'OF STREET FRONTAGE ALONG ARCHER AVENUE (PORTION OF) THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS / LOT \ FF INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. �/ f r L �, ,' y +2 EDICATED TO ALBEMARLE COUNTY REQUIRED STREET TREES: 40 `�!.(r 60st� ATTIME OF FINAL SUBDIVISION PLAT, /z PROPOSED STREETTREES:46 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / / LOT \ \ '02 PER PROFFER #2 OF ZMAzo28000u NOTE: i,685' OF STREET FRONTAGE ALONG FLORA LANE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON / 78 / /: +•' ( \": J \ REQUIRED STREET TREES: 34 BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND LIMITS OF GREEN WAY. _ // P ��/// \ / MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. FUTURE PUBLIC GREENWAY TO BE / ! ,P i / LOT ,/ / \ / �� PROPOSEDSTR FRONTAGE36 EDICATED TO ALBEMARLE COUNTY LOT '< tf J /� 61 J / \ \ / NOTE: EQ OF STREET FRONTAGE ALONG EUSTIS AVENUE (PORTION OF) 10. TREE PROTECTIVE MEASURES SHALL U THE LAST OF THE TEMPORARY EROSION �. / REQUIRED STREET TREES:>.o CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. ATTIMEFFFINAL #2OF MA20IONPLAT, / 77 J /f J ,Y �q` r; \ \\\ PROPOSED STREET TREES:22 PER PROFFER #2 OF ZMA2oi8000ii fJ /J i LOT \ NOTE: i,ioo' OF STREET FRONTAGE ALONG KOCH COURT \ LOT \ REQUIRED STREET TREES:22 76 ' \ / + QPQ / \ \ ` \ / \ \ \ PROPOSED STREET TREES: 20 1 � � �// �/ � NOTE: 262'OF STREET FRONTAGE ALONG FLORA COURT _ f (18)CIS STREET TREES �`�'��� rj�i�: \� / \\ \ REQUIRED STREET TREES: 6 ANE I ALONG FLORA LPQ�JP 1 �� J / \\, / / / PROPOSED STREET TREES: 8 h LOT � ✓ / / \ // I LOT ' 6 75 ,(:I8)ARSTREET TREES ALONG FLORA LANE \ LOT LOT' ✓- 64 74 LOT osssl LOT 65 O 73 / LOT 66 / /S 'PROPERTY BOUNDARY (TYPJ—\ / / 1992 3.38 \ LOT �: � LIMITS OF GREENWAY. TLANDS/ , o / 69 / FUTURE PUBLIC GREENWAY TO BE XISTINGWE(TYP.) DEDICATED TO ALBEMARLE COUNTY / / LOT / / / ATTIME OF FINAL SUBDIVISION PLAT, / \ \ 68 / PER PROFFER #2 OF ZMA2o2800022 / O h C / , • e / Source: Va. DSWC Plate 338-2 \ e / Ill -401 ® \ PROPOSED 8" SANITARY SEWER (TYR GRAPHIC SCALE yo 0 20 o Be \ r IN FEET ) \ S 1 inch = 40 Ft. \ 6 / / EXISTING STREAM LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE f + / DEDICATED TO ALBEMARLE COUNTY S AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #2 OF ZMA2oi8000= 5 Tree Planting and Staking Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"X2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 2/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER nlalkTaaazal:�aa� TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale County of Albemarle Conservation Plan Checklist To he placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) I. The to 11.ln, Items shall be shown on the plan: U Twsstabesaved, U LinUofoleanng(ouvsideddphneoftreestobesaved); U Location and type of protective fencing, 0 Grade changes requiring twowells orwalls; 0 Proposed trenching mlannding beyond the limits ofelearing. 2. Minktamin 0 All trees to be saved shall be marked with poor or ribbon at a height cleady visible to equipment operators. 0 No grading shall begin unfil the two outdoing has been inspected and approved by a County Inspector. 3. PreLonstructlon Conference: ZI Tree preservation and protection measures shall be reviewed with the connector on site. 4. Eauioment Operation and Stora is: TREES UP TO 4" CAL. SHALL BE STAKED U Henvyequipmmt,ve}iculwnfficandstomgeofeo tmctionmataialsineladingsoilshallnotbepearnittedwitM thedriphnesofnees WITH 2 z"xa" HARDWOOD STAKES. to be saved. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, 5. Sold Erosion and smrsrwater DownBon Devices: U Such devices shall not adversely atfea trees to be saved. AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. 6. Plies: U Fires arenotpennitted within 100 feet ofthedripline oftress to be saved. REFER TO SPECIFICATIONS FOR 7. Task Materials: FURTHER INFORMATION U Toxic materials shall not be storedwithm 100 feet ofthe dripline oftrees to be saved. 8. Protective Fencins: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Q Fencing shall be in place and shall be inspected and approved by a County Inspectorprim to grading or construction. GUYWIRES WITH RUBBER HOSE AND 9. Tree Wells: TU R N BUCK LES 213 U P TR EE U When the ground level must be raised within the driplaw ofa two to be saved, atwo well shall be provided and a construction detail submitted for approval. 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be save], a tree wall shall be provided; and a construction detail MULCH SAUCER submitted for approval. AMENDED SOIL MIX 11. Trenchins and Tunwiftru: 0 When munching is required within the limits of clang, it shall be done w far away from the butike oftmw as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. CIe Ll protective fencing sbdl be the last items removed during the firnh cleanup. CUT AND REMOVE BURLAP FROM TOP 13. Deceased Trees: 113 OF BALL AS SHOWN 0 Damag trees shall botieroodvnuadiatelybypmning,for ihostion orotharmelhodswouninendedby atiespecialist. SCARIFY SUBSOIL TO 4" MIN. DEPTH NOTE: I7IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. COMPACTED SUBGRADE 6/24/2020 OWNERSIG ATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Pepe 1 of 1 Lic. No. 035791,E 5/6/21 ¢�'41 z z O U LU o C) L- J c E Co =( I J L O C ~ Z H w L L L Uj ALL` 0 0 0 0 N N N N a"t — O N N QNO N N C4 CZ) CD. 4 N N tto to 7 n ,O "-t N A� 1 ® M co z N Q ® M J sell N O GL W 0') N O N W > i LU ,--I J J T� LEI 06 z ,g O z zQ � � a U Ln 'U V W Y � z LU U Q 0 UlU'^) VJ J zLU LU J � rJ) 11-4 T LEI IY 0 0 V �M O W O O N U w J F W w JOB NO. 182150 SCALE 111=40' SHEET NO. 29 I jell I k / / / / �/ /j�lll��r� ��I I IIIII�(�II�II L —; CULVERT' �A —,Tc=0.32Mrs./ �0' OF HAN EL FLOWT 0 S. V/ _.••�..■■�■�■.1� ■��.� , III % r WATERSHED SUMMARY CN Area, 10-year Flow, 25-year Flow, 100-year Flow, ac. cfs cfs cfs CUlVert#1 57 60.50 74.42 121.15 219.7= �i �7// .n .000 / / _2E t1J PROPOSED-SxXT \ iREINFO ED CO CCRE --PROPOSED �T STD. C6NCRETF/ / HEADWALL WITH 450 WING -WALLS 0 $�pCKp \ i LIMIT, �\\ __--PRO�§ED VDOT CL AI-tt_IPRAP LINED UPSTREAM ENERGY \ - -- DISSIPATER, WITIt FILTER FABRIC UNDERRLAYMENT, FILTER FABRIC.TO BE KEYED INTO THE EXISTING GIROUND-A— 2 \ \ MINIMUM OF 9" TITHE ENDS AND ALONG -THE PERIMETER, ---- -AND THE STRIPS OF FABRIC SHALL OVERLAP A NIMUNTOF --- — -1Z. ENERGY DISSIPATER-DIMEIISIQNS:3'OgLi0_ 6 —WIDE-AT E ODCVERT-AND-18' WI—THF`END. ST NE � THICKNESS=18' BOX CULVERT DRAINAGE PLAN SCALE 1 —200 II/� z U � f f i R QUTED-TFROUGH WET—, y \ II I P D IN'WP0-201800051 A IS ATIVELY\ ES Z �U A TTENRUATION) \ II I / � l I \ 'IIIIII� p. �I BOX CULVERT DETAIL SCALE 1'=30' LIMITT��0 PROPOSED-VDOT -CC A�I�RIIPPRAI LINED OWNSTREA GRE€NWAY, T \ UNDERLAYMENTROILTEER FABRIC-1O BE FED RINTO THJE__ EXISTING GROUND -A NtMMUM OF 9" T THE ENP.S-AND \ -� \ ALONG 111E PERIMET STRIPS,OF FABRIC, �-- / SHALL OVERLAP -A MINIMUM9E12".ENERGY DISSIPATER \ \ / /DIMENSIONS:_15' LONG, 15' WIDE AT THE-GULVERT AND, \ \ ——21TWIDE AI THE-END'STONE THICKNESS= 1W-- — 3+00 \ 0 V\—v PROPOSED VDOT STD. CgNCRETE HEADWALL WIT\° WING, WALLS . \' V \ \ \ \ \ _ \ \ -- PROPOSED -CULVE it_T DIMENSWNS: •' . —1 i-250.00-LF @-3_04%, INV.-IN-�'.10, INV. OS1T=395.50—_ _\ --- PROPOSED VDOT CONCRETE ENDV WITH 450 WING V PROPOSED VDOT CL. AI RIPRJ LINED UPSTREAM ENERGY DISSIPATER, WITH FILTER FAB UNDERLAYMENT. FILTER FABRIC BE KEYED INTO THE EXISTING 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 Th 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. 440 440 435 435 430 430 425 425 ROPOSED GRADE 420 420 415 415 410 410 STD. 5'x5' REINFORCED 'ALL CONCRETE BOX PROPOSED VDCT STD. 'ALLS ULVER CONC ETE EN WALL WITH 5° WING WALLS 405 MISTING 405 GRADE kP — ZIC \ TO HE 400 IN?q 3 IF@3.0 a \ \ 400 ER, ALL ' OUTo3 \ 5 30 \ \ NS: ' E � 395 ROPOS D VDOT L. AI RI RAP LIN D DOW STREA 395 OU LET PROTECTION, WITH FILTER FABRIC U qDERLAY IENT. FILTER FAE I TO E KEYED INTO T E EXISTING ROUND A MINI IM OF 9-1 AT THE ENDS AND S ALL OVE LAP A NIMU IF 12". NERGY ISSIPAT R DIMENSIONS: 16' L NG, 15' WIDE A THE CU VERT A D 390 21' W DEATT EEND. TONE ICKNES =18" 390 J J O � (O 00(0 0) O N 0 00 W W w0 CD CD (p Q O 00 uY) V) � I n r7 raj W W 0+50 1+00 1+50 2+00 2+50 3+00 3+25 BOX CULVERT PROFILE CULVERT NO. 1 SCALE I'=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 f11 HYDROLOGICAL DATA 100 yr. Flood plain elev. D.A. = 60.5 aC., CN - 57, TC -0.32 hrs. Design AHW depth elev. Structures elev. freq. TWelev. Shoulder = elev. 440 _ CL elev. 440.4 DISCHARGES USED RISK ASSESSIM ENT ADT Skew ° Cover 'L 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 COMPUTATIONS CONT. HW. ELEV. OUTLET VELOCITY End Treat COM MENTS INLET CONT. OUTLET CONTROL HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooth (1) - 5'x5' Box Culvertw/ 450 wingwalls 135 135 1 4.5 0.5 8.3 6.4 6.4 3.2 7.6 2.0 400.00 12.65 YES InletControlled Note: Design assumes lower 6" is submerged Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUM MARY & RECOM M ENDATIONS: Base Flood 1%Exceed. Prob. Elev. %T SCOTT/R. (7TLLINS'Z Lic. No. 035791 p 1/6/21 o��'IOnret. E�C't� Z z O "=I p z ! J J' Q 1 O U) ~ V) i W - vJ z w ; s � ;SF J L W d = p J w i >( r LU c LU c ,F- w o o i as z O J J LU Co LU C ¢ J w d 1 p J w O O C, N N N N O N p .--1 N CAC C t\° n L ti M M D7 N ® m N WN N W > W J J > U) f� L U T0 LJ.. zQ U W r LU Ul 0? LU LLI z U) JLU ~ J� V O O O N U z 0 Q O�/ LL 1 rl �--I Z J O rl ~ LLI J X U m O co J III O 0�/ ML L W w J ti U LU F- I w a V) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 30 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS L i t5pan-8I/2 I BLI- C Ea. Spa.- Dbol. I BHl T1 E BH2 r E 9' lyp. }n 9" tYo. T3 SPAN HIGHT I W BVt I RV' BH1 +11 BH1 T2 BL1 - A S a. a (Sran-B)/2 J lop one Dot. TYPICAL SECTION GENERAL NOTES: Capacity: AASHTO HL-93 Loading Specifications: Construction: Virginia Department of Transportation Rood and Bridge SpeOflcotions. Design: AASHTO LRFD Bridge Desigqnn Specifications. 51h Edition 2010; 2011 Interim Specifications: and VGOT klodificotions. All concrete shill be Class A4. Deformed reinforcing bars shall conform to ASTM A615. Grade 60. All reinforcnGy dimensions o. o Ihe Detailed drowiings ore, to centers of bars except where otherwise noted an 0 are subject to Obncol;on and construcllgh tolerances, ale ternBH3 With Construction joints shall be constructed and bonded in accordance with the current VDOT Rood X1 11 ito hers and Bridge Specifications. hen required Barrels more than 35'in length anal be poured in sections by providing vertical construction joints. not exceeding 25' between joints nor more than 3D'from anUa of barrels. LI al corners e4 Bars BHI and BH3 shall have a pin diwneter of 24 bar diometars. Dimensions oa bar diagrams ore out -to -out of bars. Bws we st,6,ht unless otherwise show• 51110 -- The number of PLt and BL2 bars shown m the table is the number of Ion ludind bars snow. the lypicol section and may not equal the total number of Race required. BLl and 81-2 bars snull have.0 ton of 30 bow diameters at splices. At construction taints, first placed bars scroll project 30 bar diometers "(and the joint Ep I oted pUNlJLF shown for reinfprca etc9 does not include the far tops of 13Land BL1 bars. The additional xeignl longituOle oa b shown a the A T3 quantity par [able. (WITH WING) (WING REMOVED) DOWNSTREAM END) (UPSTREAM END) The minionim cover of main reirif.,cing bars shot! be 2'/z1 from the face of the concrete for Rtls ap BH1 culverts. under 0 to 2 loot and It oil be 2" from the face of the concrete for all other END ELEVATION NI reinforcing, steel for culverts under 0 to 2 foot file shol be low carbon/chromium reinlo,emg steel confornung to ASTM A1035. At the Contractor's option BV1 bars may be spliced at the permissble conslrucl;on joint in order to facilitate construction. ira additional compensation shall be for the increase n UPSTREAM END - provided reinforcing steel quantity due to the splices. Headwall quanl;lies shown assume w;ngwals are to be built at a 45° angle to the neadwal. DOWNSTREAM BARREL LENGTH OUT -TO -OUT HEADWALL) ENO Permissible The designs area these to height and other condit;Ong indicated. My change in U" FILL SLOPE 6"x6" FILLET 11" i0P OF TOP SLA13 construction conditions invalidates 12" joint lyp. WingwDlls referenced by letter apply when the acceptable foundation level is the some for botr. fie and wings. It foundation levels we different. the he;99hl of the vnr4wall shall be adjusted by select'm- of anottler lettered myowdl of the appropriate helght. For w;ngwall details, rate, to standard series BCW for the f0 -- - opproprmta slope. / For details of extending existing bases, refer to etonawd BCE-01. T1 HWI 1 �- For modification of details for skewed culverts, see the skewed box details included in the road plans. / This :tordold final be used with the BCS standard series. 12" R UPSTREAM ENO (OPTIONAL AT DOWNSTREAM END) A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �Voa r SINGLE BOX CULVERTS SREGFlEATIDN REFERENCE ROAD AND BRIDGE STANDARDS SHEET l OF 2 REVISION DATE STANDARD DETAILS 1002.0f 07/12VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS BCW-21 GE7FJtAL NOTES Ic"Cl icotions: M TO LRFD na s Owws S wwRcasvoro SM Ew¢on 20I02011 tnso-am Pwuwn and 55H{ gg 9 P s VDOT Mndif:catlon� LmlTaof volloty for Standard Wln rall design The standard wlnowol designs ore based on the following assumptions: +ter!! Is no strucf,,ral connecflon between file wall one the box cdvart r ffl Surcharge in I T a c au c o ge loading I. neglected. Baakfnl kfl ri material with t fri ton e' t Bac l Mnvl comb tie ranular meta d t an ernal ct an e a at least J2•. 9 M g Cotealy Dackfl stall not be l sh011ee Cons n lion of the only. ll material within a distance of 6 D D c one-half the neS Dint of the roll shall be b bond cam tors only. g Y Pod Y n Oro a e a The contractor Shall provide The drainage system ;hwcdied m S MOT I . h for n In m If I kfl r n n- I I in The car o t Ordinal system ndu orOu6 6 6" Gamete o r d ivD wM 99 G Y rig pea g 0 ether 1 ems re ulredl snal9 be Incitlen o ao Re co T Dld for Cocor e. q I TIT T s t Concrete All concrete shall be Class A4. Hetnforcement afor7a reinforcing bars null conform to ASTM A61 . ace o Al reinforcing Dar amen torus on he dM lied wawtng6 we O $onTer6 of Cars exCep here hall.as noted Ono are 6Vbjett }0 fabrlcatton and construction tolerances. Dimensions an oar diagrams we oul-to-out of bars. Bars are straight unless otherwise Shawn. The concrete uucover to the outermost reinforcement bars shill be as follows: Mall Dot ng (ll faces) mi 3• minimum Cover /j' hull Ov r t the Contractor's Option WV Series bars may De s Ilcad at i of the footling 1 order to p p o0 A Y ^q f n I n. i ri b h in nc with n h rn . N he O it. co atruct o Ice b i anal be ccorda e t T e C o t ua o if 55pp g aasa dltlonol cam nsOttOn dial De revl0ed �Or ins 4ncreas0 In reinfOrcl steel antic due To ad pe p rig au Y ins s Ode . p a Mlscelonoous e e hoe hot W placed e laws din feasible for free c wh awe from h wing. ep I as I plea oT Tn STD T I Ta Fou Qa Y g WI for straight in k w and two T re ar0 +o be used o Skew T wOas 6 and 1 e e Va to 2g'. Two Type Y has p Mn it arm GG 4 4• I I two T Da II 1 w To De u6a o skews o 25' T 5 . For skate a ova 5 special d s Y Os kin, wind s are re Wred. he rin wo aao De used far each c pvac to shown on she BC series she 9s. 9 q � g t ul t T T Tne dpalwu Shown ore applicable for V 45• sires wlin the roadway aha ."or conditions IMicated. Any change in these con4i-liona InvalidoTes these tlesigrns. Quonfl+lee shown we for one wiry. Wall Quantities q,_ kw! Hag! End gr_mr kar LawWING Entl w eMlorcemerT LB A 2.3 209 e.91 0.46 B 2A 245 IJB 8.46 C 3.2 273 121 0.49 D 4.0 306 IA9 0.52 E 4.4 346 1.49 0.52 F 4 9 7 76 J 0.52 G 5.6 434 1 .79 0.55 H 6.2 463 2.03 0. 55 1 7.1 552 2.10 0.6E J 7.7 589 2.36 0.60 X Bb 672 2.43 0.65 L 9.3 738 2.70 0.65 M 10.3 070 2.76 8J1 N 10.7 %a 3.05 WAS 0 IIJ 1014 3.10 1 0.85 P 13.2 1172 3.17 0.88 0 14.0 1337 3.45 0.88 R 1 15.3 1444 3.51 0.95 S 16.5 1591 3.58 0.95 T 17.5 9 I6 5 3. 86 1.03 3 U 18.8 2002 3.92 1.03 2&3 2238 3.99 1.11 W 21.7 2403 4.07 1.11 X 27.0 2884 4.28 1.27 T 31.7 3334 4.36 1.30 2 319 3578 4.46 1.39 AA 35.9 M76 4.56 1.39 BB 38.9 4522 4.56 1.48 CC 41.0 4747 4.66 1.48 DD 58.0 5689 4.99 1.71 EE 52.6 6313 5.10 1.71 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE tVoor WING DETAIL SPECiICA ON ROM AND BRIDGE STANDARDS REFERENCE SHEET t OF B REVISION DATE 2: 1 FILL SLOPE - TYPE I 1007.01 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD 8 BRIDGE STANDARDS BCW-21 WF4 WFS WF6 WING SIZELENGTH SIZE a FROM TO VARY BY LENGTH FROM TO VARY BY SIZE a FROM TO VARY BY LENGTH FROM TO VARY BY A 4 6'-2' - - - - - - - 4 3'-4- 2'-6' 0'- 1%, 4'-9- 3'-I8' a,- 1%, C ci 4 8'-7" 4 7-4' 2'-6' 0'- IIS 4'-9• 3'-10' 0'- 1H• - - - - - - - car E 4 Hy-3- 4 7-10' 2•-6' 01- IV 5'-3' 3'-I8' a,- 1%. F 4 It'-3- - - - - - - - 4 3•-10' 2'-6' 0'- Ih. 5• 7 T-M' a,- 1L/2' G A 12'-3- - - - - - - - 4 4'-4' 2•-6- 0•- IN' 5'-9' 3--le. 8•- Hp H 4 13•-3" - - - - - - 4 4'-4• 2'-6' er- IV 5'-9• 3'-10• 0'- 1%- 1 4 14•-4' 4 4'-IT 4'-2' 0'- ly4' 6'-7 51-6' a'- 1'/2r 4 4•-10' 2'-6' 0'- 2• fill-3' 3'-11- 0'- 2' J 4 15'd• 4 4-ll' 4•-1• a,- I%- 6'-7 5'-5• 8'- 1%' 4 4'-l0• 2'-6' 0•- IV 6'-3' 3'-IB' a' 1%- K 4 I6'-5' 4 5'-5' 4'-5• a' IV2' 6'-9" 5'-10• 0'- 1V, 4 5'-4' 2'-6' 01- 2' 61-T 3'-11• a,- 2' L 4 IT-5' 4 5'-S 4•-5• a'- IyM' 6--W 5'-9' 0'- Iy4' 4 5'-4r 2'-6' 01- 2' 6'-9' 3'-II' 0'- 2' M 4 18--5' 5 5'-11• 4'-9• 0'- INN• 7'-2' 6'-V 0'- IV 4 5'-10• 2'-6' 0'- 2y6' 7'-2• 3'-11• 8'- 21S' N 4 18•-5' 5 5' 11' 4'-9• 0'- I%- T-2' a,-1• 0'- i3§' 4 5'-10' 2-6' a,- 2%. T-2• T-l1• a' 2ya. 0 4 19'-6• 5 6'-4' 5'-2. 0'- IN, 7•-8• 61-6' 0-- IN' 4 6'-4• 2'-6' 0•- 2%. 7'-8' 3'-11• a' 2V P 4 28'-6' 6 6'-il" 5'-5' 0'- IN§• 8'-2' 6'-9' 0'- INN' 4 6'-10" 3•-0' a,- 2%. 8'-2- P-5• B'- 21/� 0 4 21'-fir 6 6'-11' 5'-6. a'- I%- W-2' 6'-9. 0'- IV 4 6'-IB" T-0' a.- 2Y. 8'-2' 1'-5- 0'- 2%' R 4 22'-T 5 6'-S 5'-1• 0'- 13A' T-9' 61-5• W- INi' 4 7'-4' 3-8' a'- 21/• 8'-8• 1'-5- W- 2'/A' 5 4 23'-7• 5 6'-II• 5'-6• 0'- IV 8'-2' 6'-IB• 0•- IV 4 7'-IW 3'-0• 0'- 2h' 9•-2• 4'-5' 0'- 2�' T 4 24'-7' 6 6'-11• 5•-7' 0'- 1%' 8'-2' 6'-10' 0'- 1%- 4 7-101 3'-8' 0'- 2%. 9'-2• 4'-5' 0'- 2V u 4 zs '-9 6 L_2r 5._qr e ._ 1 . % g._Sr 7.-0r B ._ I /e 4 8•-q' 3'-0' B'- z yz 9'- ' e 4•- ' s e •- 2 ' yz V 1 26'-10' 6 T-T 5'-5' 0'- Y 8'-10' 6'-8' 0'- Y a 8'-10' T-1' 0'- 2 ' 9f 10'-Y 1'-5• B'- 2 ' 4i W 1 2 II 8' 0' 5' 9' 0' Y 9'-7 71-0' 0' Y 9 31-1' 0' 236' 10' 0• 4. 5' a,-23." X 4 29'-0' 6 8'-9 6'-4• a-- 2%. 10'-6' 8'-2• 0'- 2%' 5 10'-4• 3'-7' 0'- 236- 12'-2' 5'-5• 0'- 2V Y 4 30'-1' 6 9'-11' W-9• 0'- I%' 12'-2' 9'-0' 0'- 11/r 5 I1-4r 4'-1" 01- 3. 13'-8' 6'-5r a' 7 Z 4 3P-2' 6 10•-!' 6'-10' a'- 2 ' 12'-5' 9'-1' a'- 2V 5 IV-10- 4'-1" a-- 3' 14'-Y 61-5- ell- 7 AA 4 32'-3' 7 10'-]• ]'-2' 0'- 2 N: 12'-9' 9'-5' 0'- 2 3< S 12'-1• 1'-1" B'- 3 /e 14'-8' 6'-5• 0' 3 1. 6 55 4 33'-6' T ll'-5' T-9• 0'- 2y2' 13'-T 9'-11" 0'- 2y2' 5 13'-4. 1•-i" a,- 3%" 15'-8' 6'-5" 0'- 336' CC 4 34•-7' 7 11'-10' 8'-I' 01- 2N6' f1•-I' IB'-4• 8'- 216' S 13'-I0' 4•-1" 0'- 3yi IS-2. 6'-5' 0'- 3yx" DO 5 75'-]' 7 11'-18' 8'-2• 0'- 2y2' 15•-P 11'-5" 8'- 2y2' S U'-4• ♦•-7' 0'- 3N§' U'-8• T-11' 0'- 3N1;• EE 5 36'-B' 7 12'-0' 8' -3' 0'- 2%' 15'-3' 11'-6" a'- 216' S 14'-IW 4'-7- 0'- 3y2' 18'-Y T-11' 0'- 3y2' SECTION A -A (WITH WING) HWl REINFORCING BAR DIAGRAMS 0 .. o a BHJ a BHI 6" A 36" PVC DUABE L WATERSTOP CONSTRUCTION BCS-DT 6" x 6" FILLET •6 Hr:I L- CONSTRUCTION JOINT SECTION B-B PART PLAN (WITH WING) (WING REMOVED) (DOWNSTREAM END) (UPSTREAM END) REFERENCE RIDGE SINGLE BOX CULVERTS ROAD A10 BRIDLE STANDARDS STANDARD DETAILS REVISION DATE SHEET 2 OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION 07111 WroY OP 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS $w w U 3 c a-0 o sa 3"_ WF9-NN aq. spa. 00 Wide 3"- z I �I 2016 ROAD & BRIDGE STANDARDS WV2 - 0 Sao. 0 I-Y = R front face 9. 2" WV4 - U a0 a. 0 6• = V WV 0 ack face bark 4 p Deck as 3'-0' 6'-0' ivp. WH3 wF-series 0 sod. 0 12" = P face T Front Sea No 3"- I Is WF6 Lu 12" END VIEW FRONT ELEVATION a >. a TJ BCW-2 drainage layer Wv-series 12• batter for wince X - EE weep hole formed h non-rlgid tubing m equ )red. Perforated i 6' diameter e donna Tea Ag Dip. to woin ape outbi ontl M WIFE - GG add. 0 12" " HH Cot. WF JJ s a. 9' WFS-EE s a. 12"WF3-CC s D OD @6"� KN top 3 3 0 T= Y 00 FF 0 fop WF4-INN eq. Spa. Sid-- ----=-00 WFII WFI TO WF3 WF5 TO WF7 WFI - spa. TABLE A TABLE B MM Saw Fn tap and Dot. Wtl1 Y Slze Mo. 2 R3 2hr 4" z r-CC I'-3y7 #5 0.• 5" WF2-AA 0 I2' WFB-INN Bo. coo. OD-EE I'-9'/j W6 4yx" till = Be to, = 00 sine cw:, #7 S.A. 7" and bot. WFIO-INN WFII-NN 0a. spa. • 00 side - Go soon Corner FOOTING PLAN #9 9"- 1tl/i of fooHnq A COPY OF THE ORIGINAL SEALED AM SIGNED DRAWING AND DESIGN STATEMENT 15 DN FILE IN THE CENTRAL OFFICE SPECIFICATION REFERENCE WING DETAIL ROAD AND BRIDGE STANDARDS 2: 1 FILL SLOPE - TYPE I REVISION DATE SHEET 2 OF F VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 1007.02 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE XVDOT SPECIFIR NC CATION A 13 BRIDGE STANDARDS WING DETAILS s HEET 5 DF B I REVISION DATE 2: 1 FILL SLOPE - TYPE 1 1007.05 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION IHII I V_W WVI WV3 WV4 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE C BarSplice Length Size 94 P_ 9• #5 2'- 4" #6 2'- 7- at 7- 3- me A'- 2" W9 5'- A" WING WALL DIMENSIONS Na WEEP HOLE$ FOOTING BAR SPACINGS J NI K2 LI L2 4 NI N2 WFI WF2 III w 4.W ce WFS WF6 AFT LL MN AA BB CC DO NN 00 EE FF GG HH JJ KK A I'-6" 4'-0' I'-6" 1'-0• 1'-0.. T.-Or 4-0. 3'-0• - 3 2'-fir - - 6 6'-0• 1 0'-8• - - 6 6'-0• - C 1._6" 1._0. 1._1" I._0. 11_0" 1.-0• A'-0. 3'-0. - 3 2'-till a g._O. 1 01-8. - - 8 8'-O. - - E 1'-6" 6-0. 2'-0' 1'-0• I'-0" I I'-0" 4'-till 3'-0' 3 2'-till - - 10 10'-0' I 0'-8• - - ID 10'-0• - F I.-G. 6 '-6° - 2 0 1'- ' 0 I'-0.. Q.-O.. 4'- . 6 3'-0' = 3 - 2' 6' 11 11'- ' 0 1 0'- ' 8 - II II'- ' 0 - _ G P-6" T'-0' 2'-3- P-0' I'-0" I3'-0" 5•-0' 3'-0• - 3 2'-6' - - 12 12'-0' 1 O.-B. - - 12 12'-0' - - H 1 -6' ._ ._ 6 2.-3.. I -0 I -0' 19 -Q 5'-0 3'-0 7 2'-6• 17 13 -0 I O -B - 17 I7 -0 - _ 1 I'-6" 8'-0' 21-6" 1'-0` I'-0" IC 5'-6' 3-0' - 3 2-6• 1 V-0. 9 9-0' 1 I o'-8' 6 4'-fir 14 14'- ' - - J P-6" 8'-6' 2'-6" 1'-0. P-O" I6'-0" 1 13 -6' 3-0• - 3 2•-69 1 1 1'-0' 9 9'-0. 1 0'-8. 7 5'-3" 15 15'-0' - - K 1.-6..9.-0. 2 -9 I.-C. I ll T'- " I Q 61-0 3' 0 3 2. 6 1 1" 0' 10 10--0- I O.-S. 5'-Y' 16 I6 -0 L I I -6" 4'-6' I_ I 3 9 I I 0" I_ n I B 0 6'-0 r 3' 0' _ 3 2. till 1 1' 0' 10 1 ID.-O. I 1_ , O B 8 i_ n 6 0 I i IT.-O. _ M I'-6" 10'-0" 1'-0' I.-G. I'-O" 1910.- 6'-6' 3'-0' - 3 2'-6• 2 2'-8' 11 II'-0' I O'-0' 8 6'-0" 18 18'-0' - - N P-6" 10'-6" 3'-6" 1'-0. I'-0.. 19'-0" Ei 3'-0. - 3 2•-6• 2 2'-8' II II'-0' 1 O'-8' 8 6'-0" IB I8'-0' - 0 '-6" II '-0" 3'-6" I '-0• '-0" 20'-0" 7'-0• 3'-0' I 3 2'-6• 2 2'-0' I 2 I 2'-0' I O'-8• 8 6'-0" I 9 19--0- - Is I'-6" II'-fi- 3'-9" 1'-0. 1'-0.. 21'-0" 7'-6- 31-6' 1 3 2'-till 3 3'-0' 12 12'-0' I 0'-B' 10 7'-6' 20 20'-0" - - 0 I'-6" 12'-0" 7'-9' 1'-0. I'-0" 22'-0' 7'-6- 3'-6' I 3 2'-6' 3 3'-0' 13 13'-0' 1 O.-S. 10 7'-6' 2 21'-0' - - R 1'-6" 12'-6• 4'-C. 1'-0. I'-0.. 23.-0.. B'-0• 3'-6• 1 3 2'-6• 3 3'-0• 10 10'-0' 1 O'-8• 9 6'-9' 22 22'-0' 8 4•-0' 5 I'-6" I3'-0" 4'-a. I'-0' I'-O" 29'-0" 8'-6' 3'-6' I 3 2'-till A 1'-0' II II'-0' I O'-0' 9 6'-9' 23 27'-0' 8 4'-C• T 1'-6" 13'-6• e'-3., 1'-0. P-O" 25'-0" 8•-6' 3'-6• 2 3 2'-6' 4 4'-2• 12 12'-0' 1 0'-B' 9 6'-9' 24 24'-0' 8 4'-01 U 16 14'-0' 3 I ll I ll 26 -0 0 3 6 2 3 2'-6' 0 12 12'-0' I O B 9 6 9 25 25'-0' 10 5 0' y I ._6.. I 4.-6, A. - EIS 6 I ,-O. I -On 2 y,-04 9'- ' 6 - 3' 6' 7 3 2-6• 9 - 5' 0' I O 1 0'-0' I O'- ' 8 U 9'-9" 26 ?6 '-0' I 0 5'-0. A 1 6 IS 0 6 I-0 I ll 28'-0" Ill' 0 3' 6 2 3 5 5' 8 I I I I 0 I O B I] 9-9 27 27 0 10 S C X I'-9" 15'-6- A'-9" 1'-33'� 1'-1'/e 29'-0" ll'-0' 4'-0• 2 4 3'-4' 5 5'-01 II 11'-0. 1 0'-1 1' 13 9'-9" 28 28'-0' 12 6'-C" Y 2'-0" 16'-0" 4'-9" I'-4• I'-I'/e' 30'_0" 17.'-0. 4'-W 3 4 3'-4- 6 6'-0' 10 10'-0' 2 O'-7• IT 12'-9• 29 29'-0' 10 5'_0' 2 - 2' 0" - I6' 6" - 5' 0' I i_q1 " e I' I _ 31' 0" _ 12' 6' q._ . 6 } q _ 3' 4' 7 Ti_ . 0 10 10'-0' 2 _ O' 7' I 7 12'-9' 70 _ A0. 2' 0" I 0 5' D' _In I' I 32. 0" 13'-0' 6 3 3 0 II II' 0' 2 O I7 12'-9' 71 71' 0' 12 6' G" Be 2'-0" IT' -till 5'-3" I'-41/e" I'-I'/4' 77'-0" Ir-0' a•-6` 3 4 3"-Y B 8'-0' 12 12'-0' 7 O'-T• IT 12'-9• 32 32'-0' 12 CC 2'-0" IB'-0" 5'-3" I' -A yz' I' -I'/,- 34'-0" 14•-6' 4•-6' } 4 3'-4' 9 9'-0' I3 13'-0' 2 0'-7' IT 12'-9' JJ J3'_Or 12 6'-0" 00 2'-6" IB'-6' S'-6" I'-4s/1° 1'-I%' 35'-0" 15'-0' 5'-0' 4 5 4'-Y' 8 8'-ex 12 12'-0' 2 0'-10" 17 12'-9' 34 34'-0' 16 8'-C• BE 2'-6" 19'-0' 5'-6" I' -A 1'� 1'-13xS• 36'-0" 15•-6' 5-8' 4 5 4' 2' 9 9'-0' 12 12'-0' 2 0'-10" I7 12'-9• 35 35'-0' 18 9'-C' WF7 WF8 WFS WFIO WFII WING SIZE LENGTH SIZE LENGTH S1ZE LENGTH SIZE LENGTH SIZE a LENGTH4E. FROM 70 VARY BY FROM va8r BY p _ _ _ _ _ _ _ 4 612• 4 3'-Y 4 2'-I' 1 2'-Y "2" A 4 1'- _ A 8'-2- 4 3'-2 4 2'-2' 4 2'-2' 41_2. D _ _ _ _ _ _ _ 4 9'-2- 4 3-8' 4 2-2• 4 2'-2° M"E - - - - - - - 4 10'-2 4 T-8' 4 2'-2- 4 2'-2" 4'-2"F - - - - - - - 4 Il'-2' 4 3'-8• 4 2-2' 4 2'-2• 1'-2" G - - - - - - - 4 12'-2- 4 4'-2• 4 2'-2' 4 2-2' 4'-2" 4 H - - - - - - - 4 13'-Y 1 4'-Y 1 2'-2' 4 2'-2' 4'-2" 4 4 14'-2' 4 41-5' 4 2'-2' 4 2'-2" 4'-2" 4 J - - - - - - - 4 15'-2• 4 4'-8' 4 2'-2• 4 2'-2- 112" 4 K - - - - - - - 4 16'-2- 4 5'-2' 4 2'-2' 4 2'-2" 4'-2" 4 L - - - - - - - 4 I T-2' 4 5'-2• 4 2'-2' A 2'-2" "2° 4 M - - - - - - - 4 I8'-2- 4 5'-8' 4 2'-2• 4 2'-2- 4c2" 4 N - - - - - - - 4 18'-2- 4 5'-8' 4 21-2' 4 21-Y 4'-2" 4 0 - - - - - - - 4 19'-Y 4 6'-2• 4 ?'-2' 4 ?'-?" 4'-Y 4 IS - - - - - - - 1 20'-2• 4 6'-8` 4 2'-8' 4 2'-2• 41Y 4 Q - - - - - - - 4 21'-2' 4 6'-8' 4 2'-8' 4 2'-2- 4'-2" 4 R 5 7'-4- 6'-7- 0'-IV 8'-8' 7'-11' 0'1%. 4 221-2- 4 7'-2- 4 2'-8' 4 21-2" 4'-2' 4 S 6 7'-IV 7'-0' 0'-PA' 9•-2' 8'-4• 8•-1'/' 4 23'-2' 4 7'-8' 4 2'-8' 4 2'-Y 4'-2" 4 T 6 7'-10' _ 7' I' _ 0' I _ 9. 2' _ 8' 4• B'-I ya 4 24'-2' 4 _ 7' B' 4 _ 2' ell 4 _ ?' 2' 4_ 11 2 4 U 6 8 7 0'fy� 8 8 t' 0 IA 25' 2' 8' Y 2' 8' 2'-2- 2 V 6 8'-le' 71-9. 0'-1$` 10'-Y 9•-0' 0'-lw 4 26'-2' 4 8'-8' 4 2'-e' 4 2'-2v 4'-2' 4 W 6 9•-1• 8'-2' 0'-136• 10'-8" 9•-6• e,-lV 4 27'-2• A 9'-2• 4 2--e' 4 ?'-2" A'-?" 4 X 6 10'-4' B'-11' 0'-IV 12'-Y 10'-B" 0'-1$' 4 28'-2' 4 10'-2' 4 3'-2r 4 2'-2- 412- 4 Y T I1 '-4' - 10' I' - 0' 1 y2 13 '-T 12 '-4" - B' 1 yi 4 29'-2' 4 1'- " 1 2 4 - 3' 8' 9 - 2' i" 4 L" 2 4 Z 7 - 11' 10• 10 '-1• - 0' lye' 4•-' 1 I - 12' C - O' ly2' 4 - 30' 2' 4 lid -ell - 1 - 3' 8' 4 - 2' Y 4'- " 2 4 AA 7 12'-4' IB'-W 0'-145• 14•-T• IT-0. 0'-lye' 4 II'-2. 4 12'-2' 4 3'-8' 4 2'-? 412" 4 BB 7 1T-P II'-T 0'-11[I' 15'-7" 13'-ill' B'-1N$' A 32'-2" 4 13'-2' 4 3'-B' 4 2'-2• 4'-Y 4 CC 7 13'-IB• 12'-P 0'- y'4" I6'-1' 14 4- 0113'4" 4 33'-Y 4 13'-8' 4 3'-B' 4 2'-2• 4'-Y 4 DD 7 14'-9' 12-I' 0'-{ ' 1T-7• 15'-7 0'-INS' S 31'-2" 5 14'-2' S A'-2' S ?'-9• 514" 4 EE 7 14'-IV 12'-7 O'-IN(I' IB'-1' 15'-S W-IN' 5 35'-Y' 5 14'-B' 5 4'-2' 5 2'-9" 514" 4 STEM BAR SPACINGS Will WV2 WVI WV47._6'- V3 111 WXI WH2 a LENGTH LENGTH WING 0 P 0 T U V W X Y Z SIZ FROM TO VARY BY FROM TO VARY BY 512E FROM TO VARY BY A 6 6'-0" 5 - - - - - 1 1'-3' 4 4'-11• 2'-91 0'-4y' 6'-10' 4'-8• 0'-q{5. 4 4'-Ili 2'-8' 0'-5%x C 8 8'-0' 6 - - - I I'-D" 1 P-3" 4 5'-II• 3'-0" 0'-436• 7'-10• 4'-I I" 0'-43y 4 5'-II" 3'-2' 0'-5%" E ID la '-0" 8 - - - 1 0'-9' 2 2'-6" 4 6'-II' T-3- 0'-4V 8'-10' 5'-2' 0'-A%' 4 6'-II' 3' 3' 0'-5NP F II 11'-0" 9 - - - 1'-3" 2 2'-6" 4 7'-5• 3'-3' 0'-4yr' 9•-4 5'-2• O'-4y7 4 7'-5" 3'-2' 0'-5%" 6 12 12'-0" 10 - - - 2 1'-911 2 2'-611 4 7'-1P 3'-6• 0'-4W' 9'-1Or SIAS' 0'-4%' 4 7'-11' 3'-4- 0'-5/z" H 13 13'-O" 10 12'-6" - - - - I P-0" 3 3'-9" 4 B'-5' 3'-6• 0'-4'/z" 10'-4' 5'-5' 0'-4y{ 4 a15v 3'-e' 9 9'-0' 1l 13'-1. 6 A'-6" - - 2 I'-6" 3 3'-9" 4 6'-I I' 3' 7' 0'-43/e" 8'-9" 5'-6" 0'-4s/q" 9 8'-I I" 3'-10" 0'-S;/' J 9 9'-0' 12 15'-0• T 5'-3" - - 2 2'-0' 3 3'-9" 4 „-1" 7'-8• 0'-4yi' 8'-Il' S' 7- 0'-4yi 4 9'-5- 31-9' O'-5s/a" K 10 10'-0" 13 16'-3" 7 5'-311 - - 1 I'-3" 4 5'-N' 4 7'-pi 311 Ir 0--4%x 9'-6r 5'-10•' 0'-4%' 4 Ellis 3'-I I' 0'-5'/z" L 10 10'-0" 14 17'-6" B 6'-0' - - 2 I'-9" 4 5'-0' 4 1'-9' 4'-D" 0`4yz' 9-8" 5'-11" 0'-4y7 4 10` S' 3'-10" 01-5%" M II 11'-0" 14 17'-6" B 61-01 - - 2 2'-3" 4 V-0" 4 8'-4" 4'-3' 0'-4W' 10'-3• W-2" 0'-4%' 4 10'-II' W-5- O'-5yt' N II II'-0" 14 17'-6" B 6'-0' - - 3 219" 4 5'-D" 5 8'-10' 4'-g• 0'-4%c 10'-9' 6'-8" 0'-4%' A II'-5" 4'-1 1' 0'-5'/z" 0 12 12`-Ox 15 18'-9' B 6'-0' - - 2 2'-W 5 6'-3" 5 9'-3" 4'-9' 0'-4'/0 11'-3- V-e" 0'-4y{ 1 II' -I I' 4'-7B' 0'-54/A" P 12 12'-0" 16 20'-8• 10 7'-6" - - 2 2'-6" 5 6'-3" 5 9'-3" 4'-10" 0'-4%" 1P-3- 6'-4" 0'-4%" 4 I2'-5" 5'-0' 0'-5'/x" 0 13 13'-0" 17 2l'-7' 10 7161. - - 3 3'-0• 5 6'-3" 5 9'-9' 4'-10" 0-4y7' 1 P-8' 6'-9" 0'-4'/= 4 12'-I I' 4'-11- 0'-5%' R 10 10'-0" IB 22'-fir 9 6'-9' 8 W-0" 3 T-fix 5 6'-3" 5 8'-9' S'-I' 0'-4%11 10'-9' 7'-O" 0'-4%- 4 I3'-5" 5'-I' 0'-5'/i' S II II'-0" IS 22'-G' 9 e'-9" 8 4'-0" 3 2'-9• 6 7'-6" 5 91Y S'-1' 0'-4yd' 11'-2- 7'-0" 0'-4y7 4 IS' -Ili 5'-9• a,;%. T 12 12'-0" 19 23'-9' 9 6'-9' 8 4'-0" 3 3'-3• 6 7'-6" 5 9,9' 5'-4' O'-47/s1- 11•_9" T-3'. 0'-4N74• 4 14'-5" 5'-7' 0'-5y2' U 12 12'-0" 20 25'-0• 9 6'-9' 10 5'-0" 3 319' 6 7'-6" 5 9'-10' 5'-4' 0'-4y2" 11'-9' 7'-3• 0'-4yz• 4 14'-Il' S'-6' 0'-5%" V I 0 0'- ' I 0' 2I 26 '-3' I 3 9'-9" I 0 5'- " 0 3 ]'-0' 7 B'-9" 5 9'-7' S'-7' 0 '-4 " 34 I I '-]' i'-6" 0'-4 N4' 9 I 5 5 5'-8' - 0' S' " /z W II II'-Cr 22 2 6 13 9'-9' 10 5' 0" 3 3' till 8'-9" 5 9�9' S 0 I n /: II' 8' 6 0 /2 IS' II' S 0�5 " 'its K II 11'-0" 22 27'-fir 13 9'-9" 12 6'-0• 4 4'-0• 7 8'-9" 5 10'-2' 6'-l' 0'-4%x 12'-I• 8'-0" 0'-4%' 4 I6'-W 6'-5r 015yx" Y 10 10'-0" 23 28'-9' 17 12'-911 10 5'-0" 3 3'-3• 0 10'-0' 5 10'-l' W-4• 0'-4yz' 12--0' 8'-3• 0'-4'/j 4 17'i" W-7r 0'-5%x Z 10 10'-0" 24 30'-O" I7 12'-9" 12 6'-0• 3 317 8 IC'-0' S 10'-4• 6'-7• 0'-43p" 12'-7• B'-6" 0'-4%. 4 17'-II' 6'-9• 0'-5yz" AA II II' 0" 25 31' 3'V711 12 6' 0' 3 8 10' W 5 10' 9' 6 0 /z 12' 8• B' 6" 0 /2 IS1Y 6' 8' 0'-5 ' a/1' 88 12 12'-0" 26 32'-6' 12 6'-Or 4 4'-g• 8 10'-0• 6 1 P-7 6'-10• 0'-4%' 13'-4' 8'-ID" 0'-A%' 4 18'-11' 6'-10' O'-5yz" CIS I7'-a' 26 32'-6' 12 6'-0' 4 4'-p 9 II'-7• 6 II'-9' 6'-10' 0'-Ayz" li'-9' 8'-10" 0'-Ayj -7'-2' 0'-5w. 00 12 12'-0" 27 33'-9- 16 8'-O" 4 W-6" 9 IP-3" 6 12--l' 1'-0' 0'-4%" 14'-1- 9'-7• 0'-4%. 4 20'5''10"0EE 12 12'-0" 28 35'-0' IB 9'-0" 4 5'-0' 9 1 V-3' 6 12'-I" 7'-7' 0-4yx" 14'-I• 9'-7• 0'-41 1 20'-11' T'i' 0'-5%' FOR TYPICAL SECTION, NOTES AND OTHER DETALS, REFER TO STANDARD BCS-DT. I SCS-40 u Z ¢ W'a ¢J�1 OIIAN./LF HEADWALLS SPAN R6HT W4I� OJU o z 4_ ¢uJ1J OWF J A, 5, 6 XWI wu JJ¢< LZ za - U, C 3m JOJ Z0 W 6 i Ia�_ JwCw ?U` 0V u F 3m lV�1OyJ F2 O0 < • 3 13JW S J J! Z L 3 3 16.104 0. 400 55. 206 5'-lCy 6 51-6" 1.038 33.044 1.042 33.044 A 3 4 17.596 0. 449 51.804 5'-10' 6 5'-6" 1.131 33.044 1.134 33.044 C 4 3 19.524 0.490 61.854 6110' 6 W-6" 1.161 39.052 1.169 39.052 8 4 4 20.936 0.530 65673 6'-10' 6 6'-6" 1.235 39.052 1.242 39.052 C A 5 22.348 0. 579 T7.399 6'-10' 6 6'-6" 1.328 1 39.052 1 1.335 39.052 E 4 6 23.760 a 636 Sam 611 a, 6 6'-6" IA40 39.052 1.447 39.052 H 5 3 22.864 B. 643 81.426 7'-10• 6 T'-6" 1.259 45.060 1.269 45.G60 B 5 4 5 5 25.688 a750 95.374 T-10" 6 7'-6" 1.444 45.060 I455 45.060 F 5 7 26.512 0.818 123.095 7'-10• 6 7'-6" 1.630 45.060 1.640 45.060 J 6 1 4 27,616 0.819 112.541 8'-10' 6 81-6" 1.437 51.068 1.451 51.D68 D 6 5 29.028 0. 860 118 353 8'-10" 6 B'-6" 1.530 51,068 1.544 51.068 1 F 6 6 30.440 0.916 129.740 B'-10• 6 81-6" 1.623 51.068 1.636 51.068 H 6 7 31.852 0. 965 14t.III B'-10' 6 8'-6" 1.715 51.068 1.729 51.068 J 6 8 33.264 1.045 1% 235 8'-IC• 6 8'i" 1.808 51.068 1.822 51.D68 L 1 4 30.956 0. 987 143.621 9'-1a- 6 91-6" 1.512 57.076 1.529 57.016 D 7 6 33.780 1.094 161. BD7 9'- 10' 6 9'-6" 1.698 57.076 I.T 15 5T.076 H 7 8 36,604 1. 101 111 4'-IV 6 91411 1,603 57,076 1.990 57,076 L 7 10 39.428 1.453 266 363 9'-10' 6 91-6" 2.032 57.076 2.049 57.076 P 8 4 34.296 1.206 159.065 10'-10' 6 10'-6" L590 63.084 1.611 63.084 E 8 6 37.120 1.318 17L 663 10'-10, 6 10'-6" 1.773 63.064 1 I.T94 63.084 1 8 8 39.944 1.412 236 248 ID' -ID• 6 10'-6" 1.959 63.084 1.979 1 63.004 M 8 10 1 42.768 1.690 29&216 10'-10" 6 10'-6" 2.107 63.084 2.127 63.084 0 9 4 37.636 1.421 186. 129 11'-10' 6 11'-6• 1.642 69.092 1.666 69.092 E 9 6 40.460 1.519 197.639 11'-10' 6 11'-6' 1.828 69.092 1.851 69.092 1 9 8 43,284 1.615 230. 749 IP-10' 16 II'-6' 2.013 69.092 2.037 69.092 M 9 10 46.108 1.851 336 193 11'-10• 6 11'-fill 2.162 69.092 2.185 69.092 0 9 12 48.932 2.201 425.353 II'-10' 6 11'-6' 2.202 69.092 2.224 69,092 U 10 4 40.9 % 1.621 231,746 12'-1 D' 6 12'-6• 1.691 15,100 1.718 75.100 E 10 6 43.800 1.736 244.494 12'-10- 6 12'-6• 1.872 15.100 1.899 75.100 1 10 8 46.624 1.84E 296 T23 12'-10' 6 12'-6" 2.054 75.100 2.081 75.100 M 10 1 10 49.44E 2.081 395 781 12-10' 6 12'-6' 2.194 75.100 1 2.221 75.100 0 10 12 52.272 2.461 46&231 12'-1 IT 6 12'-6' 2.236 75.100 2.262 75.100 U 12 6 50.480 2.22? 324.329 14'-10' 6 14'-6" 1.953 67.116 1.987 87.116 J IZ 8 53.304 2. 323 35651 14'-10' 6 14'-6ll 2.138 87.116 2.112 8T.116 N 12 10 56.128 2. 523 431. 964 14'-10' 6 I4'-6' 2.287 87.116 2.320 BT.116 R 12 12 58.952 2.942 53A 328 14'-10' 6 I4'-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 DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 07/11 IOD2.0 WFI WF2 WF3 WING SIZE]o LENGTH Eo SIZE a FROM TO VARY BY LENGTH FROM TO VARY BY Eo SIZE a LENGTH FROM TO VARY BY FROM TO VARY BY A 4 6'= ' 7'-9- 2 4 1'-2• B'-2' - 2'-6• 9•-6' - 2 4 7-5• 2'-6' B'-INi' 4'-9' 3'-11' 0'-37A' _ _ q 0'-5' _ 9' 9' 2 4 _ 1' 8' _ 10' B• _ _ 3' 0' _ 12' 0" _ 2 4 3'-5' _ 2' 6' = 0' 1 4'-9' _ 3' 11' 0'-1�' 3 E A 10'-5' 11'-9' 2 4 4'-11" 4 =11' - 6'-3' 6'-3' - 2 4 T-II' 2'-G' 0'-13§' 5'-3' T_11' 0'-:i$' F 4 11•-5• 12'-9• 2 4 5'-5- 5•-5' - 6'-9• 6'-9• - 2 4 3'-11' 2•-6• 0'-Iy2' 5'-T 3'-11• 0'-lyz' G 4 12'-5' I7'-9' 2 4 T_ 6 _ 7' 6' _ B'-11' B'-ll' _ 2 4 4Y_ , 5 _ 2' 6' B'-1y' A _ S' 9 3'-ll' _y 0' i ' A H 4 3'_ 1 5 I q�_g• 2 q _ 8' T 8'-2' _ q._ 6 _ 9' 6' _ 2 q 4'-5' _ 2' 6' B'-1 S'-9 _ 3' 11' _ 0' 1 ' NL I 1 5 IS 9' 2 .1 J' Till 6'-0' 11' J' S' 3' 6' O' 2 0 2' 6' 0' 2' S' 9' 3'-10' 0' 2' 15'-5' Ile' 9' 2 10 2 6 % II' ll' 5 6 # 2 3'-11' 2' fi' 0' I % S' 7 3' 10' 0 1 % x 4 16'-5' 7'_ r I 9 2 q _ 12' 2' _ 6' 6' _ 5' 8' _ 13' 6' T_ 10' y_g• 2 q q._ 7 _ 2' 6' _tr 0' 2A _ 5' 8' _ 3' I]' _Ir 0' 2/. L 1 -5 IB 9 2 12'-II 6'-II 61-0 1 7 8' 3 2 4'-7 2 8' 2' S 3' II e1-2' M 4 18'-5- 19'-9' 2 4 14'-4- T-5- 5'-5ya' 15'-8- 4•-l0" 5'-5yl' 2 4 4'-7• 2'-7- W-2%' S'-Ill T-II' 0'-2ye' N 4 - 18' S' 19'-9' 2 4 14'-4• 3'-5' S 5 r /e - IS' 0' 4'-1 0" 5 -5 ' 2 4 4'_T 2 _7. 0'-2 S'-11" _ 3' II' _ 0' 2 ' 0 19'-5' 20'-9' 2 I5'-8' 5'-8' 5'-0' 1 -8' 0' 0. S' 0' 2 5'-0' 2'-7' 0'-234' 16 6'-1' 3'-II' 0'-23§' 36 P 4 20--5- 21'-9• 2 4 19•-l" T-4- 5'-3• 20'-5' a•-8' 5'-7 2 4 5-3• 3'-0- 0'-2V 6'-B' 4'-4• 0'-2V 0 4 21'-5' 22'-9' 2 a 28'-0' 3'-6' 5'-6' 21'-5' 4•-11' 5'-6' 2 4 5•-4r 3'-0' 0'-2S¢' 6'-8' 4'-4• 0'-eye' R 4 22'-5" 23'-9' 2 4 21'-I" - 5' 9' 5'-1j' 22'-6' 7'-Y 5'-llq' 2 q - 4' II' 3'-0' 0'-2yz' 6'-9' 4 '-4' - 0' 2y2' S 4 23'-5- 24--9' 2 4 22'-2' 3'-0' 4'-9y2' 23'-7- 4 -4' 4'-9y2' 2 4 5'-4• 3'-0- 0'-2V 6'-8' 4'-4• 0'-2V T 4 24'-5" 25'-9' 2 4 23'-2' Y-2' 5'-0' 2v-6' P-6' 5'-0• 2 4 5'-4 3'-0' u 4 - 25' S° 26'-9' 2 4 4'_ . 2 2 _ 5' 3' _ 4' 8 Ns 25'J' _ 6' 8' 4._g r ? 2 q 5'-fill _ T 8' _ 9' 2 6'-il" 4._4.8'-2V V 4 26'-5" 7'- ' 2 9 I 4 - Z5' 3' 2 '-9' 4' -6' - 26' B' 4'- ' 2 4'-6' 2 1 5'-2• 3'-B' 3A 0'-2 ' �' 6 '-T 4'-4• 0'-2 ' N4 W 2 5 2B' 9' 2 26 P 9' 1' 3 34 2 B 6' 2' ) ' 3f 2 5'-fir 3' 8' 0' 2 3'a 6'-11" 0' 2 Ye X 4 28'-S 30'-3' 2 5 2G'-0' 5'-3' 4'-13{' 27'-9' T-I' 4'-135" 2 5 6'-2- 3'-6' 0'-3' 8'-W 5'-4' W-7 Y 4 29•-S 31'-9' 2 5 29•-I• 5•1- 4--B' 31'-4• 4'-8' 4'-W 2 5 6•-6• 4'-8' 0'-3• e'-10' 6•-4- 0•-7 2 a 30'-5' ]P-9' 2 5 30'-1' 2'-il' 3'-IB ' k 32'-5' 5'-3' 3'-1B h 2 5 6 '-T q'-0' •_ 1 . 0 3 b - 8' 11" 6'-P 0'-3 x 16 AA A 31'-0' 73'-9' 2 5 31'-1' I'-9' 3 9 5 33'-0' ]'-0' 3'-9 ' K 2 5 6'-It' 4'-0' 0'-3 y2 9'-7 6'-1• 0'-3 y2 BB 1 32'-S 74'-9' 2 5 32'-1• 4'-4' 3'-5 ' Ni 3A'-5' 6'-]' 3'-5 2 5 T-5' P-0' 0'-3 ' k 9'-9 6'-4' 0'-3 , S5 CC A 37-5 75'-a' 2 5 33'-1• 2'-6' 3'-A%' 35•i' 4•-1ir 1'-qNi' 2 5 7'-10' 4'-e' e'-3y4• 1I 2' 6'-A' 0'-3W DO 5 34'-5' 37'-8' 2 5 32--ll' 0-11' 7-6' 36'-3' 8'-3' 3'-6- 2 5 7'-10V 4•-6' 0'-]y2" IV-7' 7'-I0' OC3'/i EE 5 35'-5' 30'-8' 2 5 33'-11' 3'-1' 3' a' 37'-3' 6'-5' 3'-516' 2 5 8'-0' 4'-6' 0'-3y2' II'-4" 7'-10' 8'-3W 2016 ROAD & BRIDGE STANDARDS SCOTT/R. CD'LUNS7 Lic. No. 035791,a P 1/6/21 OI�LSI ojl Z O J d Z Ln DO O O in Z O LIT J Q u Ul H_ Z W Z Z W E f O U N Q W t1 0 W W O C, C, N H N N N CD N W C:) C:) C:) CD O Q M N 0 ,--I N N tn Iw Ln z J J V z J 0 O I� ,--i W J Q \ LJ O Q \ LL1 U) � X U O Om W J `2 i O O coW LU J .~-, FF W UU JOB NO. 182150 SCALE NONE SHEET NO. 31